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WS-12-1089
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174804 Permit Number: WS -6 -12 -1089 Scheduled Inspection Date: July 26, 2012 Inspector: Rodriguez, Jorge Owner: GARRETT, SUSAN Job Address: 91 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: MAGIC CITY SERVICE INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130140 Building Department Comments INSTALL OF 3 CASEMENT AND 2 FIXED WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 25, 2012 For Inspections please call: (305)762 -4949 Page 5 of 26 Jun 20 2012 1:48PM HP LASERJET 3200 p.1 AMER -10 OP ID: G -""`" CERTIFICATE OF LIABILITY INSURANCE DATE(MWDI„ryTY) 06!20/12 HOLDER. THIS BY THE POLICIES AUTHORIZED THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy {es) 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 Neu of such endoreement(s). PRODUCER Workers Compensation Oraup Bcca�Raton FL 33429-0410 Workers Compensation Group 561 -392- 3300!T 561X61 -9'!32 PAID CLAIMS. [M�hIrR P Netiest]: i .Nor. An INsURERIB) APPORDING COVERAGE Mies INSURERA:Lion Insurance Company INSURED '4merllem Employment 15301 NW nth Ave. mOn�, Inc. Miami, FL 33169 CAVFI$drarc .wce... $ INSURER 6: INSURER c : MEDEXP (Any ono peso INSURER D : INSURER E t 9. IN>�RIIR�etR F; ..rr.r�,,r.vw.G t.IYaa6CIT: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIST 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 RED G LTR TYPE Op INSURANCE ADDLR DogR WVD POLrCYNUM • - - yy�PPD r fNjMJDDrYYYY1 PAID CLAIMS. [M�hIrR . LlkrrS ofil1E+RAL LABILITY CONtMERCWL GENERAL UABFLITY GAiMBMADE OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREM S(Eatenurrerua) MEDEXP (Any ono peso PERSONAL & ADM INJURY 9. GENERAL AGGREGATE $ .. GEN L AGGREGATE UNIT APPLIES PER -- �p}�}. POLICY - -,IFCT 7 LOC PRODUCTS - COMPIOPAGG $ AUTOMOBILE ";ALL LIABliny CONIBINED ANY AUTO OWNED AnuUTmOb l dIRED iUf3 SCHEDULED AUTOS BODILY INJURY {Per. person) $ . BODILY INJURY (Peraoddent) $ PROPERTY DAMAGE (Pet amid:me $ EACH OCCURRENCE $ ffi UMBRELLA LAB EXCIESS LIAS • . — OCCUR .. . CLAW$ -MADE .. AGGREGATE $ DED RETENTIONS" $ . A .. -. WO1IItERR5COMPENSATIQN AND EMPLOYER$ LIABILITY ANY PROPRIETORIPARTNEHJEJtECUTIYE Yt N OFRCERNIEMBER EXCLUDED?...__ _... (Mandalay In NN) dp y� s'' des under . DF.. _ 0N:OF.OPERATIOh(9 t:g7gw PIIA .... - WC11042 .08101111 00/01112 X 1 WCSTATU ! OTH I 1 TORY LIST'S ER E. EACH ACClDENF $ 1,000,001 EL DISEASE - EA EMPLOYEE $ 1,000,001 EL DISEASE - POLICY LIMIT $ ' 1,i►og,00l DES ... RIPTION OP OPERA TION'BT LODS'rleimA i ftili arm AB .. Magic City Services Inc. CERTIFICATE HOLDER ( ash ACORD 101, AdplttaDAll Raa�rla Schadupe,. K roes space Is required) • Miami Shores Village. ' 10050 NE 2nd Ave. _ __ -Miami Shores, Ft. 331.38. • MIAMIS3 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WH.L BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISION. ' AUTHORIZED REPREBEM TATiVE • ACORD 28. (2010/06) - (/11988-201-0 -ACORD CORPORATION. All itglitaroserved: - The ACORD name and logo are registered marks of ACORD 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 B IL ING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: City: Miami Shores Folio/Parcel #: RECEIVED FBC20 /0 Permit No. U. .3) 2 — P Master Permit No. ROOFING County: Miami Dade Zip: '213't Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Go 9 , rat Phone # :(. ) 606 2 5 Address: q 1 C3 Q' City: tax et State: T Tenant/Lessee Name: kV A Zip: 33 i 32 phone ) --- c) Email: CONTRACTOR: Company Name: 1,101—1 C, (i ` f 11 t Le, phone #: 36 — 74. 6- 31 1 1 City: t {' Cit_ r Y' State,: 1 Qualifier Name: Address: _a / Zip: 33 O 'as Phone #: 35— 1b6-. 377 6'ak-(I50j State Certification or Registra on #: Iy t & M 1 (�2 Certificate of Competency #: Contact Phone #: 3bS' — i b 6 -- 37 7 l Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ �t " Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration Description of Work: —3.--1∎ k-k t,D r. 0 Q X a -Ft Xe.;\, ►�c�r�t��s ❑Repair/Replace ❑Demolition CCISe u e U) . Color thru tile: *** * * ** *** * * *x ** *** * ***** *** ** * * * * * * ** ees* :x** ***** *** *** * * ********:x:x*** * *a *** *** Submittal Fee $ Permit Fee $ p tJ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ a , cI'ft d 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) da s after the building permit is issued. In the absence of such posted notice, the inspection will not beepproved and a reinsp will be charged. Signature Signature Owner o ent The foregoing instrument was acknowledged before me this day of , 20 TR, by _Sore who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: L_rr 'o 1{-.S1/4 My Commission Expires: Wet(1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Contractor The foregoing instrument was acknowledged before me this 1 day of J Uiv 20 by vailoc 811TLES, who is personally known to me or who has produced Dv' 1/6-72. f-I GCAJft as identification and who did take an oath. Labib Baltagi 9otary Pudlic STATE of FtoRidA My Commission Expires 08/29/2012 CommIsslon No. DD799559 NOTARY PUBLIC: Sign: Print: My Commission Expire ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 67 Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk 80:TT 2T02- ET -Nnt • - • • • TI14-1 • . - - • - • • bonie.B(.0 IN DADE , . • - • . . .. •. Fairr-OLAss• mal pro! ... 14Amplip.2l1. • .• fc• . O_ T A 4. — A.. p_.,_ . p: . - . N. O-.-T- P•I-l• AE- MY • - • : . RI• k i kN-. g•-- . W• .s: . - - - :--' 0-. • - .. .. .• - --- - .i -: .. . . ..• , • . .- - • • • •-cy 4 -.. Epl.a.M!•-•: -• „: , CO - ..• -.. * : -- - '• . ... .. ' • • -• - • • • .. ...... . . - . .. . . . . .. i. . - .• • • • • - •- .•. i. -; ..-Ell'OR5P. - •-• .,•- - . • - • . . • • -. . •,..v - . - - .. .. 11-14!".f.449!( . .,:"..71, S.Ettiiipb;" j..Nr,°; .-- . - ., •• .. . '- - • - •. : ;'' : • "7111*-1/'"YA°"" 7:'-."...;. - -' • __.__: !i:::- '-.--f • .196 .SEHF.:RAIL :ffkbpmeri:pis cuinkAcroR: -.- --- 1 , - - : •-. .:.- • ..• War-4669M Et- THE • • :. Wong Ta Ix- • . • EmliEWSPITH: Cer crivs.: net • 1. watt PAcuratt EN-. Ileet ;.sumeqr -,01•—•-a4c .PaeallIflta Mt cEnTIFIstmr, *At atitiervero • lattilDit COUNTY TAZi • . - 00:/k9n011 •404400opa77 A100.475.40:. . SEE OTHER sum DO NOT FORWARD MAGIC CITY SERVICES INC WAYNE T BITTLES PRES 2680 HURON WAY H/RAMAR FL 33025 hahHHaimuhhhhdAJA,,Jilhuhddlia414 „. • ACCII CERTIFICATE OF LIA ILI` Y INSURANCE DATE I r 6/13 /2012 THIS C ERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS N0 RIG 1TS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, IBIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($ }, AUTHORIZED REPREIENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IIWPORr ANT: If the certificate holder is en ADDITIONAL INSURED the the tern '0 and CondltJons of the policy, certain pollcie$ m policy {ie�) must endorsed. n t If SUBROGATION doe IS WAIVED, his tot to certliicsttaholder in lieu of such endorsem nt(s . require an en�ofserneiTt. A statement on 4Prtas Certiticate does not conker rights to the PRODUCER Hamero Ineurarice Agosity PO Box 270127 Tempe FL INSURED Magin rrl.ty 3a 'vic:RR,, Inc 2680 H iron Way 336VOI i3o11 pod, FL 33025 COVERAt 3E3 M CT }1:5usge Cad' �bAL a - � ®... t613) 975 -5220 ,Jt Aks s -n. aY9tll�y�'�N. 1� 'd9' � 4trid�a•4 �s��l�e+ ;4 G..1. a Tr lzi",lscop. INSURER INSURER : tie3URER D : 1 ihiEek ticUF, € : t tIP.Eif r CERTIFICATE t3ER`C11 x.26 701; .�-.w 1`ieb i• io.Fa was THIS 13 'D CERTIFY THAT THE POLICIES OF INSURANCE LISTED BF_L,t w HAY A- at; .'s•!!En r. uo-_ ,1 I!rcr" r,o ' naan.� 'C.'91; INDICATr•1. NOTWITHSTANDING ANY REQUIREMENT " ' - NE POLICY P1 =RIp3� CER11FTC ATE MAY BE TERM M 6R l'C)NIFFOR r )F ANY RtlNrrt gt nil-. r1 I '?: 1��- +, �,i H RESPECT TO WHICH TMIS ISSUED OR MAY FETTAIN, THE 1NGuRNNCE AFFOK G eY THE �I743C.IrS GF.SC taIBF• t ` i-311 hr IS R113.1EC7 TO ALL THE TERMS. EXCI,USI 7NS AND CONDITIONS OF SUCH :'O U% LIMIT SHOW k likt Nt;.'� &EL:4 L.J,: : Br e: — F:SLrCY EFF I PDU EiGP r H cn::U4Ri hr;J: $ 300,000 300, sE _ Ee.cccu etrom € 100,000 eaiaauwum _. _.. TYPE OP INSURANCE GENRE ILL LIABILITY CI rra+ew aeHero�. LIABILITY �CLAMS-MADE G MERCI L DENfRAL LIABILITY 1 CLAMS -MADE n coma ■ DENT. J GOR J tE LIMIT APPLIES PER: �m PC LIOY PEtO LOD AUTDRI MILE umsu Y Mauro AL . Omen AVMs 31U ED Aura SCHEDULED AUTOS ALJTOS tIIB aRELLA LAB EC :E$ is 00 DE 1 - RE TEN N ON WORM le COMPEf+1f+. "I1DH AND EM ROYEAVtaw, asLITY ANY PRtIPRIETUR1FARTNERFExECUTIVE 7 , p1C PNEMER EXCLUDED? �ndab ■y In Ns) swot. de leriDe With:0)- 0ESGRO TION OF QPFiwrOPIS betcilC dISQRIPTION r 3I' OPERATIOMF / LuDA R1 0,.– POLICY ILIRDER Ir.127000654 I�: /L4 /?�9�9 fall A13 u �f I_ , . , I mmo e.AF fury rnw rmrsorrY 3 5,000 e , r�IJrw,c,/UJYI■xaRY 9 300,000 300,000 I at a r IP,L1 Aa(a. $ 300,000 Jj 5 f VE111CL (Alt ec A00RD 5i`ti, Addlt�aluel Reenarka selmduae, tr r!aass ecn CERTIFICA' f•E (-0OLDc'R ®. �. 4�w,t4eraL aTOC�1 r-- MIA; aa. H1dr2. 100!i0 Mia ii ShoxaaaVillage Dept 1811, tad Ave Shvrms, Fa 33133 21-04a_,LL3 f4P"I'i Ch4 - i, .•„ 1 r 1 -l:i L a r BE 4ANCELLEL9 3EF'ORE .T :'LIL L 3i DELIVERED I aaGibtMDAPiGE r1 ffl i rli r +rye � IR9e :i r. N AIITTta klzpil REPRE3ENYATIVE Jowls /I:Myr °a ACOREI 25 (2o717;I5p ,� _ 0 .1-m..., MAMEmnUriini ��'r d AI3�"? N°° 7.13 Ar°-P°21�r'F r mlira,4 ^rar8 Irsftee �,.,� r rele :.y.,µ �^+rw'.e R. +••,�p-u§ JUN -13 -2012 11:33 From: A n rights reservad, =98% J cr) APPRC)yFD BY flATA ZONING DEFT BLDG DEPT 40?-40 SUBJECT ).0 CcmP■,IJANCE Vv I 1H ALL FEDERAL STATE: AND CF)JN 1 f-',ULRS AND RFC ULATIO"J' D) 7O. o) 111Y■63 111PF ?LIT /-1?4V w poott6 (16/Reest4c,acA6 3 z. — 4 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) .Florida Window Systems Corporation 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County BNC- Product Control Section to be used in Miarni —Dade County and °titer areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may irnmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4000 Impact Picture" Alurniuum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -89, titled "Series 4000 Alutninum Fixed Window (L.M.I.) ", sheets 1 througlt_5 of 5, dated 01/10/11 with revision "A" dated 03/18/11, prepared by Al —Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the per, rinance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 08- 0204.03 and consists of this page 1, evidence page E -1, as well as approval docurnent mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 261h Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.a�vwh�uildina MIAMH AQE COUNTY Ai?RROVE t NOA No. 11- 0207.08 Expiration Date: February 23, 2016 Approval Date: April 14, 2011 Page 1 Florida Window Systems Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections, 2. Drawing No W10 -89, titled "Series 4000 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 01/10/11 with revision "A" dated 03/18/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum picture window, prepared by American Test Lab of south Florida, Inc., Test Report No. ATLSF- 0802.01 -05, dated 09/06/05, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No,05-- 1107.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 12/28/10, signed, sealed and dated 03/22/2011 by Javad Ahmad, P. E. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 10- 0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated January 12, 2011, signed and sealed by Javad Ahrnad, P. E, 2. Laboratory compliance letter for Test Report No. ATLSF-0802.01-05, issued by American Test Lab of south Florida, Inc., dated September 06, 2005, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 05-1107.04) G. OTHERS 1. Notice of Acceptance No. 08- 0204.03, issued to Florida Window Systems Corporation for their Series "4000 Impact Picture Window ", approved on 04/03/08 and expiring on 02/23/11. E -1 Jaime D. Gaseon`, P. E. Product Control Section Supervisor NOA No, 11- 0207.08 Expiration Date: February 23, 2016 Approval Date: April 14, 2011 WINDOW WIDTH , WINDOW WIDTH N �, 0, J7a-, WINDOW WIDTH D.L. OPG O.L. OPG. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL ., D.L. OPG. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 2628978 v,8 FALSE MUNTINS mw (SURFACE APPLIED) OPTIONAL 9..1j4. O C NA ?OR ®CURS two FALSE MUNTINS (SURFACE APPLIED) a OPTIONAL 9_t 4 0•C• M., R ®CURVED Q n . x O o q © J II -II1 II Ir 1I I I It 1 I I I I fF I - ' Ty x Z o _I 0 (r , \:l 1)/'''''''...."--- I L II 1 1 y �` t R I '29 3° MAX. WINDOW HEIGHT 0.L OPG. ,}� �� N/ \I/ I ♦. • LII fi T "� II rI 11 \� I. R 1 I I I I -- II ' rl �_� V il '•- 11 II 1 1 I I I �� • � 1 11 B - xg < U O R _ - - 2 Q J 11 11 11 11 11 1 - -It' �I �___ 1 1 1 1 1 I I I 1 11 r � 1 ■ 1 1 I 11_ _ • 'H It 1' B i . O O o 1 f ____n i i{ 11 11 II 1! It it it 11 11 11 11 II 11 -'it ,I + t 1, �� 'tl xg. O O V' O J a 1,. (SERIES 4000 ALUMINUM FIXED WINDOW (LM.I.)I FLORIDA WINDOW SYSTEMS 7191 N.W. 77 TERRACE MEDLEY, FL. 33166 TEL (305) 805 -9420 FAX (305) 805 -9424 ..� 3" MAX. I { 1 I I ] 10" O.C. MAX. 3" MAX. 1 1 1 1 10" O.p. MAX. 3" MAX. L J 10" O.C. MAX. lo- HEAD /SILL FOR SHORT SIDE HEAD /SILL FOR SHORT SIDE HEAD /SILL FOR SHORT SIDE CORNERS CORNERS CORNERS SERIES 4000 TYPICAL o n v X a ELEYA(, ONS ALUMINUM FIXED WINDOW GLASS D.L.O. DIMj DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER D.L.O. HEIGHT = `WINDOW HEIGHT — 3.750" CHARTS SHOWN ON SHEET 2. D.L.O. WIDTH m WINDOW WIDTH — 3.625" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL THESE WINDOWS ARE RATED FOR LARGE 8c SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. T D WILL APPLY TO ENTIRE SYSTEM. R a g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. u ,oc ` 0 x -. g t31s ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS PRODUCt'RENEWED ARE NOT PART OF THIS APPROVAL. nscnmplyingarkhthaFloHd4 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. IIuildilrBCode Acceptance ate • - - 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO ' $, - 7"~.'"t= �! /J CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS y OF 2007 FLORIDA BLDG. CODE 2003.8.4, ErIgn JAVAD AHMAD MI. HA PE 70592 C.A.N. 938 y , j+ �1` �' �+ /1 drowing no. W1 0-$9 (sheet 1 of 5 SECTION MterulD CAahu! 1/ fie %V 0 a42" U DESIGN LOAD CAPACITY DESIGN LOAD CAPACITY DESIGN LOAD CAPACITY W. WIDTH WINDOW WIDTH WINDOW WIDTHpI WINDOW DIMS. Pd (PS7) WINDOW DIMS. Pd (PST) WINDOW 91118. Pd (PSF) WIDTH (W) LENGTH (L) EXT.( +) INT.( -) WIDTH (W) LENGTH (L) EXI.(+) INT.( -) WIDTH (W) LENGTH (L) EXT.(+) 1NT.( -) f. r 1 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33374 TEL (305) 2648100 FAX (305) 262-6978 24" 33" 36" 48° 54` 60" 66' 48. 70,0 70.0 24" 30" 36" 42" 48" 90„ 70.0 70.0 19 -1/8" 26-1/2" J7° 53 -1 /8` 26° 70.0 70.0 - -1 r - - - 1 I g Ai 1 70.0 70.0 70.0 70.0 70.0 70.0 2c I 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8° 26 -1/2" 37' 53 -1/8° 19 -1/8" � -1/2° 37` 53 -1/8° 38 -3/8" so -s /6" 70.0 70.0 1 L J 70.0 70.0 70.0 70.0 24" 30" 36" 42" 46`. 96. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ _ WINDOW WIDTH WINDOW WIDTH 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 WINDOW WIDTH 24" 30" 36" 42" 48° 94° 60" 68" 54° 70,0 70.0 i I _ 70.0 70.0 70.0 70.0 70.0 7oA .� § II[Ai _ 1 I I O y, f: r -I 70.0 70.0 24" 30" 36" 42" 102 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 68.4 70.0 70.0 70.0 70.0 19 -1/6" 26 -1/2" 37° 53 -1/6" 63" 70.0 70.0 622 62.2 70.0 70.0 70.0 70.0 WIDTH., 62.2 62.2 24" 30" 38" 42" 106° 70.0 70.0 70.0 70.0 L WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH �W �'- -1 1 1 62.2 62.2 70.0 70.0 83.2 63.2 (SERIES 4000 ALUMINUM FIXED WINDOW (LM.I.) FLORIDA WINDOW SYSTEMS 7191 N.W. 77 TERRACE MEDLEY, FL. 33166 TA. (305) 805 -9420 FAX (305) 805 -9424 24" 30" 36° 42" 48" 54° 80° 66" �. 70.0 70.0 70.0 70.0 19-1/8" 26-1/2" 37° 53 -1 /8° 76" 70.0 70.0 �1 r --^� -- -__ - -J ® 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24" 30" 38" 114° 70.0 70.0 70.0 70A r T _ I - Allik 70.0 70.0 70.0 70.0 63.2 832 • ; I. L J 70.0 70.0 70.0 70.0 62.2 62.2 24" 30" 36" 120" 70.0 70.0 56.0 56.0 70.0 70.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 59.0 58.0 70.0 70.0 24" 30" 36" 42° 48" 54° 80° 88° 68" 70.0 70.0 70.0 70.0 70.0 70.0 p---W 70.0 70.0 70,0 70.0 I I 1/4" HEAT STREN'D. GLASS 62.2 62.2 _560 __ 50.9 56.0 .090" 'DUPONT' SENTRYGLAS INTERLAYER 1/4" HEAT STREN'D. GLASS 59.9 %-.. a v g M - 24' 30" 38" 42" 48" 54" 60" 72„ 70.0 70.0 L 70.0 70.0 70.0 70.0 3 *P z SILICONE GE SILCLAZE 2800 CLEAR 70.0 70.0 70.0 70.0 , I' I 82.2 62.2 n © E ., O 56.0 56.0 NOTE: WIDTH ANO LENGTH DIMENSIONS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24" 30° 36° 42' 48" 54" 76" 70.0 70.0 11 ;� �; ) ?' a 70.0 70.0 j 70.0 70.0 c d .9 y .. g 70.0 70.0 ��_ 7' �� _.';, r 70.0 70.0 62.2 62'2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE I lar :� ° �-' - 4 e "^"'-' -..-: .g }• 24" 30" 36° 42" 48" 54" 84" 70.0 70.0 BASED ON ASTM E1300 -04 (3 SEC. GUSTS). 70.0 70.0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 GLAZING OPTIONS PRODUCT RBNBPJBD as complylgg with II)o Florida Bedding Code Engr•. JAVAD AHMAD CIVIL F C.A.N. 35366 92 ,,,�' -^'%1' . - 2 2019 / 70.0 ' 70.0 70.0 70.0 70.0 70.0 82.2 62.2 drawing no. [ W10 -89 AoceptonceNo . -J-- . • D� , ifVV tint bade • ,.. c1 17:fr '1 (sheet 2 of 5 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 R. E. II METAL STRUCTURE rm E DIST. MEW WEI 2 s_ TYPICAL ANCHORS SEE ELEV. FOR SPACING HEX HEAD ANCHORS OPTIONAL EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr I MIAMI -DADE COUNTY APPROVED MULLION & MUWON ANCHORS I SEE SEPARATE •A EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLA. WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 IBY WOOD BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) 1/4" DIA, ULTRACON BY 'ELCO' (FU =177 KSI, Fy =155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY P14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRODUCE RIMMED ascmnplyIngailhlhe Mac Bonding Code Acceptance No E Ion )ate Ant: JAVAO AIMAO C1V44 FLA. PE' 6 70592 CAnnN. '5538 �IAR�2�9�2011 A ff 3 A 0 3 5 drawing no. W10 -89 (sheet 3of 5 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING I /4° MAX. SHIM 0 �rs=mi �r �I1 IM�r vw �j R w000 WOOD STRUCTU MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING r ko O 1/4' MAX. SHIMS Mr11.11CIINI: o EXTERIOR D.L. OPG WINDOW WIDTH 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 4 P META a STRUCTURE g Engr. JAVAD AMMO CIVIL FIA,Pti V30:82 PRDDVCE RENEWED �^-� se con Iyinswfh41:FDadde I%�- Ba p IwNo .r. 2 2011 rA'' � � ri•"I Day ... ",;a+ -;�_. ., 2 2 tfl 5 •I 0 0 O drowing no. W10 -89 (sheet 4 of 5 ) ITEM # 1 PART B 5336 2 5239 5029 REQD. AS RE OD. AS RE00. AS RE00. DESCRIPTION FRAME HEAO/SILL /JAMB MATERIAL 6063 -T6 MAN F. /SUPPLI ER/ REMARKS FRAME SHEAR CUP 6063 -06 4 "LONG AT ANCHOR LOCATION U CHANNEL 6083, -T5 4 18 8 1 1/4° 2 ASSEMBLY SCREW ® FRAME CORNER CRS PH SMS WELDED JOINTS AS REOD. AT ROUND OR EYE BROW CONNECTION ER4043 ALUMINUM WELD WIRE SEALENT AT ALL JOINTS SCHNEE MOREHEAD ACRYL -R GLAZING BUTTON 3° FROM END dl 2° O.C. 8 GLASS 1 /4°H.S. + 0.090 SOP + 1 /4 °H.S. DUPONT SENTRYGIASS 9 SEALENT BOSTIK CHEMCAULK 915 0.050° THK 10 SEALENT GE SILGLAZE II 2800 CLEAR 0.108° THK 11 SETTING BLOCK, DUROMETER *85 EPDM Qi FRAME HEAD /SILL /JAMB #5336 .062 0 U CHANNEL 15029 .082-1 0 FRAME SHEAR CLIP /5239 90' CORNER CONNECTION 0 WELDED JOINTS ARCH CORNER CONNECTION CORNER DETAIL MITER CORNERS Engr: JAVAD AHMA5 OIVIL FIA. PE if 70592 CAA. 3538 ?aODUCFR8NIAVE: °g coraP1Y�8 wltb the FloTtda BUSWiOSCo t.� • r Agt AecePtunc° iqr . onD�-- i Q SERIES 4000 ALUMINUM FIXED WINDOW (L.M.I.) j AL-FAROOQ CORPORATION FLORIDA WINDOW SYSTEMS ENGINEERS & PRODUCT DEVELOPMENT 87 AVE f 7191 N.W. 77 TERRACE MIAMI, FLOOR DA 33174 MEDLEY, FL. 33166 TEL (308) 26-8200 FAX. <305) 262-6978 , C, TEL (305) 805 -9420 FAX (305) 805 -5424 v COMP- ANL \W10189FWS) i 'o a 8 drawing no. W1a -89 sheet 5 of 5 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI-T-1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with. the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by A1- Farooq, Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0612.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28/03 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure T03t, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P , P.E. Product Control _ - miner NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 6/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. Manue Perez Product Control Exa ?r NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 E -2 13 1/2' MAX. d HEAD/SILL \- \ / 11 5° MAX. HEAD /SILL CORNERS 1 ANCHOR REDO. AT EACH SIDE OF IMPOST SURFACE APPLIED FALSE MUNDNS OPTIONAL 0 13 1/2" MAX. HEAD /SILL 0 \ SILICONE DOW CORNING 995 GE 4000 30 15/16' O.L. OPG. 35 7/8° 1/8° ANN. GLASS .060" INTERLAYER GLASSLAM SAFETY -PLUS .010° PET FILM .060" INTERLAYER GLASSLAM SAFETY -PLUS 1/8° ANN. GLASS VENT WIDTH 37" WINDOW WIDTH SINGLE VENT WOW, SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'Al' SIUCONE TREMCO TREMGLAZE S -500 1/8" ANN. GLASS .090" INTERLAYER SAFLEX /KEEPSAFE MAXIMUM 1/8' ANN. GLASS 30 15/16" D.L. OPG. 35 7/8" VENT WIDTH SILICONE TREMCO TREMGLAZE 5 -500 z GLASS TYPE 'A2' GLAZING OPTIONS II lM 5° MAX. HEAD /SILL CORNERS 30 15/16° D.L. OPG. 35 7/8° VENT WIDTH 74° WINDOW 10/10TH DUAL VENT WDW, SILICONE DOW CORNING 995 GE 4000 -1/8° HEAT STREN'D. GLASS .060" INTERLAYER GLASSLAM SAFETY -PLUS .010° PET FILM 060' INTERLAYER GLASSLAM SAFETY -PLUS 1/8° HEAT STREN'0. GLASS SIUCONE DOW CORNING 995 GE 4000 141 a Ln) GLASS TYPE 'B1' 5 la THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS PEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF 11:'E FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. Enpr: DR. HUYAYOUN FAR000 STRUCTURES FIA PE # 16557 CAN. 35.38 $ Q2 0 0. f d w a Vo ootz,Et u, 2N- g jam C1 z 0 0 a 0 0 0 0Bo ami amo 0 < m J drawing no. WO3 -36 sheet 1 of 6 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES WINDOW DIMS. GLASS TYPES 'A1' -& '52' GLASS TYPE '81' WIDTH HEGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 19 -1 /8' EXT. (+) 55.0 55.0 75.0 80.0 26 -1/2° 26° 55.0 55.0 75.0 80.0 37' (3) 55.0 55.0 75.0 80.0 19 -1/8' 55.0 55.0 55.0 75.0 80.0 26 -1/2" 38 -3/8° 55.0 55.0 75.0 80.0 37' (4) 55.0 55.0 75.0 80.0 19 -1/8' 75.0 55.0 55.0 75.0 80.0 26 -1/2° 50 -5/8° 55.0 55.0 75.0 80.0 37' (5) 55.0 55.0 75.0 80.0 19 -1/8' 75.0 45.5 45.5 75.0 80.0 26 -1/2° 63' 34.0 34.0 75.0 80.0 37° (5) - - 75.0 80.0 19 -1/8' 74 -1/4° 27.5 27.5 75.0 80.0 28 -1/2' (6) - - 66.8 68.8 18° 55.0 55.0 55.0 75.0 80.0 24' 24" 55.0 55.0 75.0 80.0 30' (3) 55.0 55.0 75.0 80.0 38' - 55.0 55.0 75.0 80.0 18' 28 -1/2' 37° 53 -1/8' 55.0 55.0 75.0 80.0 24" 36' 55.0 55.0 75.0 80.0 30° (3) 55.0 55.0 75.0 80.0 36' 66.7 55.0 55.0 75.0 80.0 18' 75.0 55.0 55.0 75.0 80.0 24° 48' 55.0 55.0 75.0 80.0 30° (4) 55.0 55.0 75.0 80.0 36' 75.0 55.0 55.0 75.0 80.0 18° 75.0 55.0 55.0 75.0 80.0 24' 80' 43.2 43.2 75.0 80.0 30' (5) 35.9 35.9 75.0 80.0 38° 55.0 - - 75.0 80.0 18' 55.0 32.0 32.0 75.0 80.0 24' 7B) 24.5 24.5 75.0 80.0 30° 24° 36° 48' 60" 72' - - 66.0 66.0 ( ) e NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. UNREINFORCED CENTER POST REINFORCED CONTER POST GLASS TYPES 'Al' & 'A2' GLASS TYPE '131' GLASS TYPE '81' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. (+) 1NT. ( -) EXT. ( +) 1NT. ( -) 26 -1/2" 37' 53 -1/8' 74° P8' (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2" 37" 53 -1/8" 74° 38 -3/e" (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2° 37' 53 -1/8' 74" 50-5/8° (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 65.7 65.7 75.0 80.0 26 -1/2° 37° 53 -1/8° 74' 83' (5) 55.0 55.0 75.0 80.0 75.0 80.0 47.0 47.0 75.0 80.0 75.0 80.0 34.0 34.0 88.4 88.4 75.0 80.0 - - 52.8 52.8 75.0 80.0 28 -1/2' 37° 53 -1/8' 74-1/4 (8) 392 39.2 75.0 79.0 75.0 80.0 28.4 28.4 57.2 57.2 75.0 80.0 - - 40.9 40.9 66.7 68.7 24' 36" 48° 80' 72° 24' (3) 55.0 55.0 75.0 804 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 24° 36' 48° 60' 72' 36" (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 750 80.0 55.0 55.0 75.0 80.0 75.0 80.0 24° 36° 48' 60" 72' 48° (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 81.0 55.0 55.0 75.0 80.0 75.0 8C.0 55.0 55.0 71.2 71.2 75.0 F3.0 24° 38' 48' 60° 72" 80" (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 50.0 75.0 80.0 43.2 43.2 75.0 80.0 75.0 80.0 35.9 35.9 68.4 88.4 75.0 80.0 - - 57.0 57.0 75.0 80.0 24" 36° 48' 60' 72" (6) 47.4 47.4 75.0 80.0 75.0 80.0 32.0 32.0 64.5 64.5 75.0 80.0 24.5 24.5 49.3 49.3 75.0 80.0 - - 40.5 40.5 68.0 86.0 ( ) NO. OF ANCHORS PER JAMB Engr. 0R. HUMAYJUN FAR000 smuclu a s PROol" 1' dEItro FIA PE l 16557 wca[sP 5bg WRh the FI011dr CAN. 3536 hfio F Co56 0 J 3 0 0 3 0 5 1 0 5 a 2 1 drawing no. W03 -36 (sheet 2 o 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1BY WOOD BUCK J 0 z TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE In TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS_ SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TENS OR SELF DRILLING SCREW INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM ; 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N10 SMS OR SELF DRILLING SCREWS INTO DATE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHISA SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engn DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE !f 18,557. CAN. poouUC.r BEVIBW lotipI�O$9dlb me ;. W 1B51e irii R�Jlac31 ;;w.- PrudmeP:. IDIv :�:a of 0 a. 0 U 0 a 5 0 2 C O C 1 1 drawing no. W03 -36 sheet 3 of 6 3/16" SHI TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/2" X 5/6" X 2" LONG ALUM BARS, 2/ VENT AT 6° FROM TOP & BOTTOM FASTENED W/ (2) i4E1 X 1" FH SMS SCREEN OPT. -- °Y °# ■ 1/4" SHIM EXTERIOR D.L OPG. VENT WIDTH WINDOW WIDTH 1/4 MAX. SHI W BY WOOD BUC D STRUC TYPICAL ANCHORS SEE ELEV. FOR SPACING SINGLE VENT WINDOWS 1/2" X 5/8" X 2" LONG ALUM BARS. 2/ VENT AT 6" FROM TOP & BOTTOM FASTENED W/ (2) #8 X 1" FH SMS e SCREEN OPT. 0 0 0 OL OPG VENT WIOTH 1BY 01000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING SEE SHEET 2 FOR CAPACITIES (SIUYL 10 BE PAINTED MTh A HEAVY BODIED BITUMINOUS PANT OR 85 GALVANIZED) • MIAMI —DADE COUNTY APPR,D MULLION SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING WWDOW WIDTH WINDOW WIDTH 1/4" MAX. SHIMS D.L OPG. VENT WIDTH EXTERIOR WINDOW WIDTH o TYPICAL. -NCHORS SEE ELE4. FOR SPACING 7 10 DUAL VENT WINDOWS Engn DR. HUMAYOUN FAROOO NVU)Pt:C4 m- 4,15TTT STRUCTURES na2me..3!k:.i.:. s }.��eka:F1'f00i40 FLA. PE # 16557 C.A.N. 3538 Ear= ;5`....,. J 3. 0 8 ci 0 ro c O n U m .0 R 8 ca drawing no. W03 -36 (sheet 4of 6 FRAME VENT 4.000 4,626 IMPOST 481 .130 ,750 .050 .745 GLAZING BEAD REINFORCING CI-IANNEL 38 KSI STEEL ITEM PART # QUANTITY DESCRIPTION MATKRIAL MANF. /SUPPLIER /REMARKS 1 FINS -009 4 FRAME 6063 -06 - 2 EWS -011 4 VENT 6063 -18 - 3 FWS -010 1 CENTER POST 6063 -T8 - 4 FWC -008 AS REOD. GLAZING BEAD 8063 -15 - 5 - AS RECO. FRAME ASSEMBLY SCREWS ST. STEEL 910 X 3/4' PH SUS 8 - AS REOD. VENT ASSEMBLY SCREWS 5T, 41EL1. 910 X 1 -1/2' PH SINS 7 E102 AS RE00. FRAME WEATHERSTRIPPING (.078 X .300) VINYL ULTRAFAB 8 0208 AS REOD. VENT WEATHERSTRIPPING (.187 X .350) VINYL ULTRAFAB 9 3402.00,100 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 98 X 3/8" SS SINS 10 30068 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH. AT 12" FROM TOP AND BOTTOM 11 21087 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) 910 X 3/8° SS SINS 12 40088 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) 98 X 3/8" SS SINS 13 - - .057 THICK CORNER KEY ST. STEEL 1 -1/2" X 1 -1/2° X 1/2" 14 - 2/ LOCI( LOCK INSTALLATION SCREWS - 912 X 1/2" PH SINS 15 - AS RECD. CENTER POST REINFORCING STEEL - Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PEN 18557 C.A.N. 3538 P25056ICT REVISED stnerVfmg An »"9 w_ra drawing no. W03 -36 (sheet 5of 6 sheet 6 of 6 ) IMPOST CORNER CORNER KEY ALUMINUM VENT CORNER ALL FRAME AND VENT CORNERS TO RE SEALED WITH WHITE /ALUM COLORED SEALANT. ra‘ui J 0 U J 0 n : drawing no.' W03 -36 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23rd Street Hialeah, FL 33010 SCOPE: MIAMI -DADE COUNTY, FLORIDA M1✓1'1(O -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion - LMI APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by A1- Farooq Corporation, dated 12/07/95 with revision C dated 07/24/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: LMI LIMITATION :This NOA is not valid without the corporate seal of Cury A Tech Corporation LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0424.13 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. MIAMIDADE COUNTY APPROVED NOA No. 08- 0813.08 Expiration Date: March 28, 2013 Approval Date: October 2, 2008 Page 1 Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by AI- Farooq Corporation, dated 12/07/95 with revision c dated 07/24/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94, Large Missile Impact Test per TAS 201,Cyclic Wind Pressure Loading Test per TAS 203, along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. FTL 5636, dated June 13, 2008 signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, prepared by Al- Farooq Corporation, dated 07/22/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated July 22, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Letter of "No Financial Interest in Testing Laboratory", dated 7/22/08, signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Notice of Acceptance No. 07- 0424.13, issued to Cur -A -Tech Corporation for their Aluminum Tube Mullion, approved on 07/05/07 and expiring on 03/28/08. MIAMIOADE COUNTY APPROVED E -1 Fitz AJIarris, P.E. Product Control Examiner NOA No. 08- 0813.08 Expiration Date: March 28, 2013 Approval Date: October 2, 2008 -°{ 1.000 1.750 --" .125 - 687 e —.687 - 2.000 125 TYP. 4.500 .aBO TIP. b o- b t � AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 284.8W0 FAX (308) 282$978 - - 2.000-1 I .125 - - 1.938 __444 aVU &l TYPICAL GLAZING PRODUCT 1.937 II11�Y\d91liP\' �...� \\V8 1 X 2 X 1/8° TUBE MULLION PI --11 _ 8063 -16 4.688 TYPICAL r -7 MUWON CLIP (6063 -T5) MULLION CLIP LOCO ry 1.000 125 Tn (ALT. TO ANGLES) LEGS REMOVED CUP LENGTHS MUST BE CUT TO F1T SNUG INTO TIME MUWONS. 3.000 WINDOW FRAME %1I RS. 2.000 F Jj 1 -3/4 X 4 -1/2 X .090° TUBE MULLION 125 I 1.480 6063 -r6 _ _ 1 2.125 MULLIONS CO NTAINING TYPICAL GLAZING PRODUCTS z000 .125 wP' zota HORIZONTAL OR VERTICAL ALUMINUM TUBE MULLIONS r CURV —A —TECH CORPORATION 930 W. 23rd STREET HIALEAH, FL 33010 TEL (305) -888 -9831 FAX. (305) 888 -9989 2.125 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AN0 SPACING 4.000 1 X 3 X 1/8° TUBE MULLION Imo- 6063 -T6 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. 1000 5.500 1.480 -1 MULLION CUP (6063 -T5) MULLION CUP 4.000 .125 T P• (ALT. TO ANGLES) LEGS REMOVED CUP O LENGTHS MUST O BE CUT TO FR SNUG RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; PRODUCT COMPLY REQUIREMENTS OF E ? EIDA BUILDING C00 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. "'000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I.OAOS TO THE STRUCTURE. iS:441,1:;:: ^.,,...• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT + '',, z>I'S'i:, ', ^::;:_� ! . " TO BASE MATERW. SHALL BE BEYOND WALL. COVERING (STUCCO, TILE ETC). sa s6,-- du ANCHORING NSA OTHER THAN THOSE SHOWN IN THESE DETAILS 2.000 - 1 - .125 2 X 4 X 1/8° TUBE MULUON 6063 -16 � 0 m a. ANCHOR TYPE A AND 8 REV, UPDATED FOR 2004 FRC T E 2006 ANGLE 2.000 CLIP (6063 -16) 1 X 4 X 1/8° TUBE MULLION e.wD -° 'jYP 6083 -T6 7 i s N ART OfO THIs �1.750� A LOAD DURATION INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN 0 $Y�� ANCh0It5 INl'0 WOOD ONLY. 1 MC1511S3i MATEMALS INCLUDING BUT NOT LIMITED TO STEEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 4.000 49°— la% — a v g S c INSTRUCTIONS; ��._ --; THIS NOA IS NOT VAUD WITHOUT CORPORATE SEAL OF CURV - A-TECH CORPORATION AND A LABEL AFFIXED. ; USE CHARTS AND GRAPHS AS FOLLOWS `" ,"' 0 a m 0 I n a H i — � {g L 4 g STEP 1 DETERMINE OT3IGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MADE COUNTY APPROVED GLAZING PRODUCTS MEETING En9r. OR. HUMAYOUN FAROW STRUCTURES CALM 3538 557 - --- /� 0 6 200>3 - - - I ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 1 -3/4 X 4 X .090° TUBE MULUON Y T drawing no. M95 -19A 2 X 8 X 1/8° TUBE MULLION IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS STEP +� ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN R A T I N G MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE (sheet 1 of 5 J 6063 -T6 6063 -T6 m a Il. Ln n. cst I cr om om zm c2 N w O ID 0 P7 MULLION LOAD CHART 1 "x2 "x1 /8" TUBE 6063 -76 1X2X ■EMEMEviii■■ 20 30 40 50 60 70 BB TRIBUTARY WIDTH - INCHES MULLION LOAD CHART ▪ 1 -3/4 "x 4 -1/2 "x.090 "TUBE 6063 -T6 T175X45 w tn a si I U'' 0 zID w Om 0 IMMINMEEENEME KIMEEEEEEEE ■. .■, ■■ ■, MIEWINIMMEMEE MINEIVIIMEEEtiirE ■ 1 \\ ■ \■\E\ EEEMEMMENEEE EMENENIMEMEM ,EEME,■■,EI • ' EMEDIEEEMMEE EMEMEEEICLIMI ■i ■■.-.■ ■..■ ■■"■"■■■, ■■■\■■�NE■■ 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ID ro .-I 1'x3'x1/8' TUBE 6063 -T6 1X3X MULLION LOAD CHART ID ti w 00 0 ID m 0 ti La. 0 a 0 m 0 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2 "x4 "x1/8 "TUBE 6063 -T6 2X4X ■ ll■"■■■EE,M ■Ll■ ■■■■\ REE ■i ■ \1■EE\E\. LIEELIMEEEMMEE SEMSEEEMENNEEE ■ M■■--■M■�i: WEEMEMEEEMEM MEEMEMEEEMEE LEE �- \`1■■M\■ ■\■\.■E■■■■■ ■\ESEM■ \■■■■ ■..AM..■■..■■ MEEEIMMEEMEME IMEEEEMMEMEME EMEMIESEEIMMEM 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES m m N 0 m ID N MULLION LOAD CHART 1 "x4 "x1 /B "TUBE 1-3/4 "X4 "X.090 'TUBE 6063 -T6 X1X4 ,,;• /B ■ ■!'■.■„ ■,■ ■■ • 1■■i \TT1�yMEIR■■■ LIE ■..■■..■ ENEZEMEEMEEMS N■■.■■"M ■■, • M■■E■►■ ►� N■■■M■►■ EMENEEEEEEM MEEE■. ■■■\EM EEMSEEMIEMMENE EMEMEMEEEMEM E\■ ■ ■■ ■\■■ ■ ► ■ME■■■■EM ■ EMEMEEEMENEE ■M ■ M■■■E■■■' EMMIIIMEIMEMMEM 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTT 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES B GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT 0 3a wL W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION %r-` GLAZIWNG PROC7 3 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN _._ • r :' - _ WIDTH (w) — wt + 2 W2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Eny: DR. HUUAYOUY iAROW 1 FlA PE 4 t _8557 C.AN. AUG 0 6 2001 MULLIONS xlemipticzwmammaga A Tro o 0cpinCioc Date -x _ is A4iam1 �. U z 2 ALUMINUM TUBE MULLIONS CORPORATION drawing no. M95 -19A sheet 2 of 5 ANCHOR LOAD CHART I L ANCHORS TYPE A li■`N ■■ TYPEA MEM= ►I, 1INIM1\ ■ ■\ ■■ 111111111156MNSIIIIRIK, 1111■=1N■ ■■�%� 20 30 40 GO 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS 11PE A. 8 CRC ■.I 3 r Nomnw ANCHOR AIL /1 GLAZING PRODUCT VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT �1 wt AP:HORS TYPE A. 80RC a. Im g z 03 O m 0 ANCHOR LOAD CHART ANCHORS TYPE B TYPEB 20 30 40 GO 60 70 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MULUON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE - GLAZING, ' PRODUCT �� ,, 3 GLAZING PRODUCT ANCHOR AIL /1 GLAZING PRODUCT ANCHORS TYPE A. 8 OR C MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 + W2 2 ANCHOR LOAD CHART 11111111■111111111111111111111 M ■ \111 1111111111 11 Nn�= •111 1111■\► ► I HILL 11 ■■■■11111\ 1'n immomosomints 1111 \�\►.\ 1111 ■111111►ip�!� ■ ■1111 '11'11 111■ E, ��,'` 1111 1111 \\ ANCHORS TYPE C TYPEC /8'" 20 30 40 GO 60 70 BO TRIBUTARY WIDTH - INCHES .NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Egn DR F4114A UN FAROOO 1 STRUC18 FLA PE 165 3c' 5 57 AUG 0 6 2008 P RODIJ ,°' rZ ,e'D Building i74vg, Aecriitencl Ezoistfan Data -Z _ E81 Cit 000 C ALUMINUM TUBE MULLIONS U 1) 9 51 U v 0 C 0 1 a drawing no. M95 -19A (sheet 3 of 5 2 X 2 X 1/8•. ALUM ANGLE # 14 S.M.S. 2/ ANGLE ANCHORS TYPE 'A' • 3/4" 0 ULTRACON 1/ ANGLE MULLION MUWON 1BY OR 2BY WOOD BUCK 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG MAX. MUWON 2 X 2 X 1/8" ALUM ANGLE 1.500 MIN. Q • < 9 PRELA$T CONt . s'. . 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON • ANCHORS TYPE 'B' I i I d - a 1/4' 0 ULTRACON LI' ° 2/ ANGLE Ni,. :1 ' 1 n �� I1AI "GSCS' MULLION 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG 1BY OR 28Y WOOD BUCK # 14 S.MS. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM M° 2 -1/�2- • 1/4" DIA. ULTRACON 1-1/2" MIN. EMBED 1/ ANGLE MAX. 28 4 ANCHORS TYPE 'C' NOTCH WOOD BUCK TO ACCOMODATE 0LB',ANULE TO MASONRY 2 X 2 X 1/8" ALUM ANGLE # 14 5.18.5. 3/ ANGLE 1/4° 0 ULTRACON 1 -1/4" MIN. EMBED 2/ ANGLE MUWON G e, ° CONCRETE OR NASONRY BLOCKS 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG ULTRACON INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES' INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 5/5° MIN. 28Y TUBE MUWON 1/2" MAX. TYP. FLOATING MULLION CUP$ ALTERNATE TO ANGLES ALL CASES CUPS TO FIT SNUG INTO TUBE MULLIONS WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED_ Envy: OR. HUMAYOUN FAR0G FLA. PE i 18587 CAN. 3538 AUG ®E z008 ALUMINUM TUBE MULLIONS v 0' c O 0 v S 9 drawing no. Miami M95 -19A sheet 4 of 5 (sheet 5 of 5 ) 814 S.M.S. 2/ ANGLE (CHART A & B) 3/ ANGLE (CHART C) ALUM ANGLE 2 8 3/4 X I/8° 1 -5/8° LONG (FOR 2° TUBE) 2 -5 /8° LONG (FOR 3° TUBE) 3-5/8° LONG (FOR 4 °, 5` & 8° TUBES) FLOATING CLIP ACCESS HOLE LEGS REMOVED TUBE MUWON 18Y OR 25Y TUBE MUWON #14 S.M.S. 2/ ANGLE (CHART A & B) 3/ ANGLE (CHART C) TUBE MUWON THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 814 F.H. S.M.S. 2/ ANGLE (CHART A & 8) 3/ ANGLE (CHART C) ANCHORS DETAIL #1 METAL TO METAL CONNECTION TUBE MULLION PRODUCT MIMED sernmpiy_ing ic�Y::h Banding Accalltunce Cede tO tiltamiB3PiraiWV:triA.3 Engn HUMAYOUN F 00 STRUCTURES RA. PC f 1s55r CAN. 3535 ro4"u U 7 0 0 ac yi 1 k 12 4 drawing no. M95 -19A