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WS-10-683 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 141200 Permit Number: WS- 4- 10-683 Scheduled Inspection Date: June 03, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: KAHN, STEPHEN Work Classification: Window /Door Replacement Job Address: 1470 NE 101 Street Miami Shores, FL 33138- Phone Number (305)758 -7912 Parcel Number 1132050240060 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Phone: 305 - 256 -6666 Building Department Comments REPAIR 3 PAIRS FRENCH DOORS WITH SIDELITES, 2 CASEMENTS, 1 FIXED, 2 SINGLE FRENCH DOORS WITH CGI IMPACT WINDWOS. WHITE FRAME GRAG GLASS INTO EXISTING OPENINGS Inspector Comments Passe r Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 02, 2010 For Inspections please call: (305)762 -4949 Page 8 of 39 C'FN 2 01OR0279515 OR Bk - 2726, 7 3 i Ps 9' t1 s If �E �„ CO M MENCE1ME1� T iti'E OR �� / 2 7 /29 0 11 =:x.,.. 12 HARVE'f RUVYfit CLERK OF CGURT A RE 0690 CWY MUST BE P=W AN 7M JOB SITE AT TIME Of FIRST INSPWM 11IIAi'iI _OADE COMM FLORIDA LAST PAGE PERMIT NQ. :. TAX FOUQ NO. _ i HEREBY CERWYVW tt4� Is 81 ATE OF FLORIDA or► COUNTY OF M1AMi- DAt}f: sOOM61 flt#d s!f A W ONES.. ! sod, a THE UNDERSIGNED hereby gives notice that imprciwements will be made _ a 04� property, and In Rcordance wM Ghapter713, Florida Statutes, the foil o g Infontiatio Is provlded tfs Notice of Commancemer . 50 Space etlove reserired `tor use of recording otfloe 1. Legal description of property and street/addre ,� 21D NE 14 Z Description of I provem `� tttt . Ownsr(s) r4 ime and a dross: ` Q interest in property: c Noe and address of fee simple titleholder 4. Qontraators -flame, address and phone number. .. 5. Surety: (Payment,bond required by owner from cpntraotor, if any) Name address and phone number. Amount of bond 6. Lenders name and address: 7. Persons within the State of Florlda•designated by Owner upon whom saes or other.documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners. designates the following mon(s) to receive a copy of the Uenors Notice as provided in Section. 713:13(i)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: . PW expGaWn date B 1 year iram She date of recording uniess a ditbrent We is specMad) WARNING TO 0WN8k: ANY PAYMENTS MADE BY 7HE OWNER AFTER THE WIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPfIOPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA S7ATUT ES, AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVeMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND PQSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. -- • Si nature. of Q r dr e s' Authorized Officer /Diteator/Partner/Mi3nager ,r B aW nQQ g ie / ',� - C Print N tAor Print Nerrre Title/Offlce Tltie/Oltice ' STATE OF F10RIDA': �Sv� I q COUNTY OF A'A1411 -DARE' ,I.J� rA► vti \ t t 33 1 Cp Theiforegoing instrument was acknowledged before me this 20 day 0 t c+ , \.© t- d By D ihdividually or ❑ as � � for etsanally known, or 0 produced the following type of identification: Signature of Notary Public: Print Name: (S VERAFIGATION PURSUANT T() SeiMON. X25 FLOS,IjA STATUyES »»a Under penalties of pladu declare that I have read the foregoing and LAUPACUM that the facts stated i a to a best' ,' SON 853067 y knowledge'and belief. Signatures) of er(s) )'s d Officer/Director/Partner/Manager t By BY quit No. WS-4-10-683 s� T Miami shores village P ermit Type: Indows/Shutters 10050 N.E. 2nd Avenue or "k Classfcation: Window %Door Repllacem Miami Shores, FL 33138 -0000 Permit Status. APPROVED Phone: (305)795 -2204' issue atw. 412612010 Expiration: 10 123/2010 Project Address Parcel Number Applicant 1470 NE 101 Street 1132050240060 STEPHEN KAHN Miami Shores, FL 33138 Block: Lot: Owner information Address Phone Celt STEPHEN KAHN 1470 NE 101 ST (305)758 -7912 MIAMI SHORES FL 33138 -2613 Contractor(s) Phone Cell Phone $ 16,840.00 Valuation: THE COMPANIES OF R &S INC 305 - 256 -6666 — Total Sq Feet: 232 Type of Work: WINDOWS & DOORS Available Inspections: No of Openings: 6 Inspection Type: Additional Info: IMPACT Window Door Attachment Classification: Residential Final Shutters Final Shutter Attachment Fees Due Amount Pay Date Pay Type Amt Paid Amt Due ccF $10.20 Invoice # WS4-10 -37654 Education Surcharge $3.40 Permit Fee $160.00 0412212010 Check #: 4897 $ 50.00 $ 152.20 Scanning Fee $15.00 04/27/2010 Check #: 4903 $ 152.20 $ 0.00 Technology Fee $13.60 Total: $202.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 27, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 27, 2010 1 Miami Shores Val age Buildiu g Dep artment �� 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 t Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING S 1 0 -( rer�t N.. PERMIT APPLICATION Master P ermit No. FBC 2004 Permit Type (circle)• Buil ' Roofing Owner's Name (Fee Simple Titleholder) ,d16,01 h bid w &/ g Phone # A; � Zl - ! Z Owner's Address AQQ &i. , �� /G �j�' I All S - Are , City A�(Z M a9hd L state Zip TenandLessee Name ' fir Phone # �^ Job Address (where the work is being done) 1 VW A19 /d/ ltke i City Miami Shores Village _ County Miami -Dade Zip 3 IF S' FOLIO / PARCEL # j1- 3;? 0_5"- ®,250 4060 Is Building Historically Designated YES NQ Contractor's Company Name A ,Cl D Phone # 4 1 1 2, 1 -6 ",6' Contractor's Address 24,}" X pt. /2 f 7;i PV&C"_ Cit 16-4*" i State a Zip 3V2119 Qualifier Name ho T a tn/Nfe!�l Phone # 301` 2.IT AGW g State Certificate or Registration No. C CrCa 1 62 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) (/` OS' {� U�2- Phone # 2A R S6? - -/22 6 Value of Work For this Permit $ a Square I Linear Footage Of Work: ;? 31R Type of Work: []Addition QAlteration QNew Repair/Replace ❑ Demolition Describe Work:►' Submittal Fee $ Permit Fee $ CCF $� CO C Notary $ Training/Education Fee $ Technology Fee $ Scanning $_E Radon $ • DPBR $ Zoning $ �_� Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Totat Fee Now Due $ 1 n See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address ' i City State Zip Application is hereby 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 valise exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be app v an4 reins n fee will be charged Signatur Signat Owner or Agent Contractor The foregoing insLent was acknowledged before me thi Q The foregoing instrument was acknowledged before me this day of PNpni. \ 20 LID-, by i a-1.; day of [ I , 20 10, by 3 c� e , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath . as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: r �: _ ��l Sign: Print Print: C ems_ My Commission Expires: my c ( mlSS,6; 0 DD 0 W M y Commission Ex z"t t EXPIRES: vamh 20, 2011 L,u > OUFAVO t EXPIRES: Mad it, 2011, �r�� 9onaea 1YIRl IdCtA(y Fubud 61fld0RV(It@t� APPLICATION APPROVED BY: ��a , ' Plans Examiner Engineer Zoning (Revised 07110/07) I AMR-D. CERTIFICATE OF LIABILITY INSURANCE 4/222/2`'" 0 0 PRODUCER (305) 714 -4400 FAX: (305) 714 -4401 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA71ON BROWN &BROWN INS>�RANCE -HBA DIVI$I01`t ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 2500 NW 79th Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. SUite# 101 Miami P% 33122 INSURERS AFFORDING COVERAGE NAIC 9 INSURED A:Mid Contineut Casualty 23418 The Companies Of R. & S. Inc. DBA R&S Window ucs im a Redland Insu=mce 37303 Company INSI Ic-Amerlean Guarantee and 26247 8715 Sw 129 Terraces D field 4mpj 10701 Miami P% 33176 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTNATHSTANDING 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. INSR 0'L TYPE OF n� POLKtY NUMM POLICY t Y TiON Lam GENERAL LIABnJ7Y rA CH OCCURIUMM $ 1,000,00 X cower Rcm GENERAL uUABILIIY A RENTED $ 100,000 A MA MAW [j] OCCUR 0401,000754430 4/30/2009 4/30/2010 ZZMM $ 1,000,000 $ 2,000,000 GEW'LAGGREGATELIMITAPPLES $ 2 000 000 X mLIC AUTOMOBILE LIABILITY C OMBIIED SINGLE LIMIT � a 1,000,000 ANYALRO H ALL OWNED AUTOS RICVZ0 4/30/2009 4/30/2010 SWLyWjURy X SCHEDULED AUTOS (P*rP —) $ X HIREDAUTOS BODL . $ X NON- OWNEDAUTOS (P ea PROPERTY DAMAGE $ (Pw aoddwm GARAGE LIABILITY Ohp y _ I� $ ANYAUTO OTHERTHAN FA ACC S _ AUTO ONLY. AGO S EXCESSIUMBRELLA LIABILITY OCCURRENCE $ 5,000,000 OCCUR El CLAIMS MAC AGGREGATE C DEDU CTIBLE A=532745605 5/21/2009 5/21/2010 $ RETENTIO SO D WORKERSMAIPPI194TION aae X _ ANY PROPRIETOWPARTNER00MCUTivE E EACH ACCIDENT $ 1,000, °FFICERIMEMBER° 0830033100 4/1/2010 4/1/2011 1,000,000 NM 1 ,000 ,00 OTHER DESCRIPTION OF ADDED BY PROVISIONS *$swept 10 day notice for non- payment CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE GALLED BEFORE THE MIAMI SHORES V III EXPIRATM DATE TwEREOF, THE MUM INSURER VILL ENDEAVOR TO Man. 10050 N. 8 . 214D STREET 30* DAYS VABTIEN NOTTt:E TD THE CERTIFICATE HOLM wmw TO THE LEFT, BIIT MIAMI SHORES, FL 33138 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LI BUM OF ANY KM UPON THE INSUREILITSAGENTSORREPRESENTATIVM AUTHORIZE►REPRESENTATNff H INSURANCE GROUP /KLC ACORD 25 (2001MO) ACORD CORPORATION 1988 . G!ll:i� ITJl�3�"%b�T►7MT`O.A 0 1 FAV�� -�i • NEMI TR l miles , "l ii , �• r ; t mm ,. EF L S�Rl�T m APR 2 , BY: •••ar••••ru •• WIND CALCULATIONS INSTALLER: R & S COMPANIES 8715 S.W. 129TH TERRACE MIAMI, FLORIDA 33176 PHONE: (305)256 -6666 PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 1470 N.E. 101 STREET MIAMI SHORES, FLO „ G P 7 Eui0i DN Z_ MIAMI -DADE COUN °®° Miami Shores Village APPROVED By DATE �?ONING [DEPT BLDG DEPT SUBJECT (:0 CGIMPUANCE WITH ALL FEDERAL STATE AND Cc UN iY AULES AND REGULATIONS' APR[ 13, 2 10 • * •� P EPARED Y: °� , k�" ' ` �n CARL S M. PER 7 P.E. .. • • • `; . STRU TURAL EN EER .s` •' • " .' ::: F . P. E. #: 548 • . y •• �,} • ••• B. #: 0077 4 ON -CALL GI ERING COMPANY a.F.' ', 940 S.W. 1 12Th STREET, MIAMI, FloRidA 33176 •: • ±• :�EP(786) 242 -1720 - FAx: (786) 242.4399 All � ; AP " I f tj ti {e 1 �, N a v4n• a�,i r ST = RAL ENCINEERINC CONSULTANTS, . INC. PRO��cr �► Nw in t 9r. ► I SO ` 94206N.' 112TH STREET SHEET N0. OF MIAMI, Fbl R 33176 BATE r '. `TES t78bI 242.1720 FAX- 242.4399 DESIGN CALCULATIONS 46.! : 0.aoz. ►K�, k Ka Y Y1�►D vn� Ater 11 d��1 'evo, (0 PSF wo Wy RE. • { Kvw) 06 05 5 v mgc dpi, = �: �• 18 rr — ti t, Com ARM ' 7 zoNC if o0 x.555 00955 --1,10 — 1e�a I• ®55 -�l•3� f��' � � � r Ur t ry Ir �� i•M �� fI4./I.O � �+ � � � 1�V�I.I 4�!'+ It r rx�•:'• :• i .r+. .� ! ...+r �" •, IF ...� � � a 4�' � ' � � F � p, ye +a�� '�e��M ' •I� }, • • j �.• d1 y .�%��fM. reµ °^.,ri"{�4� 1 S1RUMRAL April 13, 2010 Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: R & S Companies Job: Impact Window / Door Installation at: 1470 N.E. 101x` Street, Village of Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 55.0 psf Positive Design Pressure (Zone 4): 52.9 psf Negative Design Pressure (Zone 59.7 psf Negative Design Pressure (Zone 4): 57.6 psf Positive Design Pressure (Zone 5): 55.0 psf Positive Design Pressure (Zone 5): 52.9 psf Negative Design Pressure (Zone 5): 73.7 psf Negative Design Pressure (Zone 5): 69.5 psf NOTE: "Zone 5 "pressures are applicable to openings that are within V - -2" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: Building Category. H * Building Mean Roof Height: 15'-6' Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, If you sh uld to have any questions or concerns regarding this or any other matter, please do not hesitate to contact s sic ei ... , .. STR C FJVGNEt&U;CbNSULTANTS, INC. ( E.B. #: 007781) •. 0« ..• Carl s MP ;E.,,trt� Prtguer FLT, .EA � $84 4• «• • � • • • • YOUR ON -CALL ENGINEERING COMPANY" 70 , «4 «' .9420 S.W. 1 12TH STREET, MIAMI, FIORIdA 33176 .... O 's VTEI`. (786) 242 -1720 - FAX: (786) 242 - 4399 f JOB NAME RESIDENCE 1470 NE 101 ST ST MIAMI SHORES , FL i •• ••• •• • • • •• • • • • • • • • • • • • • •• •• • • • • • w • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISION: 79' -5" REAR ca cac+RSSS> ci BATH a � NOT PART OF THIS pmm (Wow � NOT PART BATH ATILTLI' OF Tm PUNT NOT PART A RIGHT a mp. SATH�� -T NIT PART 3?TP�t�TO XITGHSDP OP 1TItSPNtW4r SHDROOM GT. uvm =PAT OF THIS Fl LEFT CL . 2 1 S74T FART OARAM OF M PERWDT F NOT PART SMOM OF M PN= tVfitTTRA1TON} - - NOTPART NOT PART OF THIS P�RIIT OF nm pz= sATH — = -- NOT PART OP�O • • • • • • • • • • • • OP THIS PRRWIIT NOT PART • • • • • • • • • FRMT OF TM PM= 5 7; • • • • NOTE: • • • • • • • • • • • • DATE: 04116110 MEAN ROOF HEIGHT: 15'-&' SCALE: 31181 m 1 ROOF T1t PE : 5:12 • • • • • • • • • • • • DWCi. BY; M.R.Z. • • • • • • • • • • • • • ••• • • JOBS: 101 . . . GROUND FLOOR .. .. .... . of 5 .... ....... . .... . . .... . ' REVISION: I NOTE 1: WINDOW FRANGS44JLLION ANCHORAGE TO M RI STAUCTIIAE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REM TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THM PRODL)CTS CONTROL N.O.A. DESIGN PRESSURES, AND SME ARE PART OF THIS PERMIT. ALL OTMR OPENNGS ARE NOT PART OF THIS PfiRMIT. NOTE 3: THE MAINZ WIND FORCE RESISTING SYSTEM OF THE STUMME¢E: BEAMS.CCH UhIlJS FRAI TG ETC ) SHALL BE DBSIGNEDBY OTHERS TO WITHSTAND THBLOADS F08FO BY THEW AZINO. NO CALCULATIONS HAVE BEEN TO VERIFY MM ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SnA, HEIGHT NOT 70EXCEED44F ABOVE THE FIIMOMF2OOR n W � N 4 NOTPART NOT PART OF THISPERlWT OPEN OFTWSPNWT NOT PART 0. FRONT ELEVATION OFTHISPERh91T a f •• ••• • • • • • •• • !'� ' � 2010 • •• • • • • ••• • DATE, 04/16/10 SCALE: 3/16" 1 • ••♦ ••• ••• • • D v M • • • • • ••• • • • • • • • • • • • • • JCt$ #: 101 2 of 5 .... ....... • • • • • • • • • • • • •• •• • • • •• •• REVISION: NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO AMAIN STRUCTURE SHALL BE IN STR=ACCORDANCE WITH THE UNITS NOTICE OF ACCUPTANCE•RMgM TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PR?DUCTS CONTROL NO .A. DESIGN PRESSURES. AND SM ARE PART OP THIS PERMIT. AIL OTHER OPENDW ARE NOT PART OF TbIIS PEMM. NOTE 3: THE AMAIN WIND FORCE RESISTIAIG SYSTEM OF THE STR=UMUL BEAMS.00LUMNS,FRAMR•TJVM) SHALL BE DESIGNEDBY OTHERS TO WITHSTANDTHE LOADS POSED BY THE GLAZM NO CALCULATIONS HAVE BEEN PERFORMED TO VEWY IBM ADRQUACY. NOTE 4 : ALL EGRESS WINDOM SHALL HAVE A SILL HEIGHT NOT TO ziWM44' ABOVE THE FE FLOOR a v � O A 140 PARI NOT PART OFTHIS OF TH13 PERAIlT L7 t3 d RIGHT ELEVATIO , . ............ ........ .... DATE 04n6110 SCALE: 3116° m 1' • • • • • • • • DWG. BY: M•R•Z. • • • • • • • • • • • JOB M. 141 3 of 5 . ..... . ... . ...... . .... .... . . .... . REVISION: NOTE 1: WINDOW FRAMESWXLION ANCHORAGE TO MAIN STRUCTURE SMALL BE IN STRICT ACCORDANCE WITH THE MTrS NOTICE OF ACCEPTANCE-RIM TO PRODUCTS =47ROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL XOk DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT ALL OTHBR OPENINGS ARE NOT PART OFTHIS PERMIT. NOTES: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRIXTUMM SMALL BE DESIONEDBYOTHERS TO WITHSTANDTHELOADSPOSEDBY TIM GLAZING. NO CALCULATIONS HAVE BEEN PERFORIAM TO VERIFY THEIR AMQUACY NOTE 4; ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TOPMOSED44 ABOVE t , xr x5o ALUMDRMTUM MULLION Sy Om NOTPART OF Tim Puna T-4- wum i Y . I • Y-S* REAR ELEVATION - A - 33.1,3 X 50418 SERIES 238 ALUMINUM CASEMENT WI?=W-IMPACT "B" M.O. 105* X 82* N.O.k. OS-1010A2 (1) 74-1/2 X 82 (DOORX (2)15.114 X82 (SIDEUTES) ZONE 5:+55,0 -73.7 SERIES 450 OUT SWING ALUMINUM STORE FRONT DOOR-IMPACT GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS N.OA: 09-0723,04 EXTERIOR LITE: 3/16"ANN.GLASS ZONE 4:+52.9 -57,6 .090 SAFLEX PVB INTERLAYER GLAZING 7/16 LAMINATED IMPACT RESISTANT (MASS INTERIOR LITE 3116"ANN.GLASS, EXTERIOR LITE: 3/16" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: .090 SAFLEX BY SOLU71A PVB INTERLAYER 1"X2" X 50-5/8 ALUMINUM TUBE MULLION BYCOl INTERIOR LITE: 3/16 ANN.GLASS N.O.A.: 08-0429.04, NOTE: PROVIDE A CLUSTER OF 4 ANCHORS AT 3'O.C. AT DOUBLE D005VSIDELXM MEETING STILES, "D" 34-9/16"X 92"(NOMINAL) SERIES 450 OUT SWING ALUMINUM STORE FRONT DOOR-IMPACT "Bl" M.O. 105"X82" N,O.A-: OW23.04 (1) 74.1,2' X 82 (DOORX (2)15 -1/4" X 82"(SIDELITES) ZONE 5: +52.9 -69,5 SERIES 450 OUT SWING ALUMINUM STORE FRONT DOOR-IMPACT GLAZING:, V16 LAMINATED IMPACT RESISTANT GLASS NOA, 09-0723.04 EXTERIOR LITE: 3/16" ANN. GLASS ZONE 5: +52.9.69.5 .090" SAFLEX BY SOLUTIA PVB =M LAYER. GLAZING: 7!16 LAMINATED IMPACT RESISTANT MASS INTERIOR LITE, 3/16 ANNGLASS EXIMRIOR LITE. 3/16" ANN. GLASS ,090 SAFLEX BY SOLUTIA PVB INTERLAYER INTERIOR LITE. 3i16u ANXGLASS NOTE: PROVIDE A CLUSTER OF 4 ANCHORS AT 3* O.C. AT DOUBLE DOOR/SMELrIE MEETING STILES. A Z l e : DATE: 04(16110 SCALE: 3/16 -1' DWG. BY NLRZ. JOBM 101 4 of 5 REVISIQN: NOTE is WINDOW FRAIsMT4 LLION ANCHORAW TO MAIN STRUCTURE SMALL BE IN STRICT ACCORDANCE NOT PART WITH THE UNITS NOTICE OF A TANCE•REM TO PRODUCTS CONTROLS. OF THIS PERMIT NOTE 2; ONLY TIM OMMMS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DEMON PRESSURES, AND STM ARE PART OF THIS FERAW. ALL OTHER OFEBANCIS ARE NOT PART OF THIS PERMIT, BUILDING NOTE 3: THE MASS WIND FORCE RESISTING SYSTEM OF THE STRUCftinS(I.E: BEAWCOLUWSAAMlNG.ETC) SHALL IHI DEMUMSY OTHERSTO WTTHSTANDTHE LOADSPOSEDBY THE CLAW* NO 4 , CONTINUES CALCULATIONS HAVE BEEN PERFORMED TO VERIFIi THEM ADEQUACY. (t J NOTE 4: ALL EGRESS VMWW3 SHALL HAVE ASILL HEIGHT NOT TO EXC RSD 44' ABOVE THE FDMIED FLOOR 9 v �~ 0 31 0 M.G. la3" x gt" ELEVATION A —A W (1) 74-I Z" x 82" (DOORX (2)15 -114 x 82" (SIDELITE3) "C" " � C 450 OUT SWING ALUMINUM STORE FRONT DOOR IMPACT C X63 "(FIXED) SERIES T *SERIES U ta N.O.A.: .� 238" ALUMINUM FIXED WINDOW LMI `� �, � N.O.A.:0 06 ZONE 3:-x32.9.69.5 ZONE 4: 35.0-39.T W GLAZING: 7. LAMINATED IMPACT RESISTANT GLASS + 7/1 - GLAZING: 7116" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE. 3/16" ANN. GLASS EXTERIOR LITE: Ile ANN.GLASS 490 SAFLEX BY SOLUTIA PVB INPERLAYER 1090 SAFLEX PVB INTERLAYER INTERIOR LIME 3/16 ANN.GL.4SS INTERIOR LITE: 3/16" ANN.GLASS ~ NOTE: PROVIDE A CLUSTER OF 4 ANCHORS AT 3" O.C. AT DOUBLE DOORtSIDELITE MEETING STILES. , rIOT PART aF THIS PERMIT (j L/ NOT PART OF THIS PERMIT "B1" M.G.10 X Sa" LEFT ELEVATION (1) 74.112" X 82" (DOORX (2)15.114" X 82 (SIDELTfES) SERIES 430 OUT SWING ALUMINUM STORE FRONT DOOR-IMPACT N.O.A.: 094123.04 ZONE 3,+329-69.5 GLAZING 7116" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3116" ANN. GLASS .090 SAFLEX BY SOLUTIA PVB INT'ERLAYER INTERIOR LITE 3116" ANN.GLASS v ; NOTE: PROVIDE A CLUSTER OF 4 ANCHORS AT 3" O.C. AT DOUBLE DOORISIDELITE MEETINGSTILES. � • • • • • • • • • • • • DATE: 04116110 SCALE: 3116" -1 • • • • • • • • • • • • DWG. BY: M.R.Z. • • • • • • • • • • • • • :0: • • JOB 1: 101 • • •• •• • • • • • • • • of ••• • • • • ••• • • • • • • • • • • • • • •• •• s • • V •• r . r wo MIAMI DADS COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE CCO METRO -DADS FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -29111 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonae. CGI Windows & Doors - - - ' 10100 N. W. 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (130 BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the 'expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450 Outswing Aluminum Door w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing N -0I, titled "Series 450 Doors & Sidelites ", sheets 1,1.1 through 7.1 of 7. 1, prepared by Al Farooq Corporation, dated 10/20/97 and last revised on July 14, 2009, signed and sealed by Arshad Viqar, 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 Limitations: 1. See sheets 6 & 7 for unit sizes, anchors and design pressure ratings 2. For mulled units lower design pressure of doors or mullion shall control. 3. 1 x or 2x bucks to be properly secured to transfer the imposed loads. 4. Doors with saddle threshold (SS) is not approved for water rating. 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 gViu0im dat em�y -bqodi�ptayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in tts aa�r*ty .. . ... :... IN PiT 'l :A a py d dis 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 rev figs ZT # 06- 0127.02 and, consists of this page 1 as well as approval document mentioned above. ; "Fitted 4ocur19btatof9&W14ss eviewed by Ishaq L Chanda, P. E. .. . . . .... i .. % ... WMIAM N� � NOA No. 09- 0723.04 ... , Expiration Date: November 09, 2011 • • • Approval Date: September 23, 2009 . . ��`` : :.•.: :•: : :.•.: Page 1 ... . . . ... . . 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 06- 0127.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.W98-01, titled "Series 450 Doors & Sidelites ", sheets 1, 1.1 through 7.1 of 7. 1, prepared by Al- Farooq Corporation, dated 10/20/97 and last revised on July 14, 2009, signed and sealed by Arshad Viqar, P.E. B. TESTS (transferred from file # 06- 0127.0.2) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94, 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071(0080- 0402 -02) dated 04/01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS I . Anchor verification calculations, complying w/ FBC 2007, prepared by Al- Farooq Corporation, dated July 14, 2009, signed and sealed by Arshad Viqar, P.E. 2. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0127.13 issued to Solutia,' Inc. for "Solutia Interlayers for laminated glass ", expiring on 04/04/2014. F. STATEMENTS 1. Statement letter of conformance and "no financial interest ", dated July 06,.2009, prepared by Al- Farooq Corporation, signed by Arshad Viqar, P.E. 2. Letter of lab compliance, part of the above test reports. 0. ()Tarn ::. - • • . • II • : : jhi P. 6A„ revises # 06- 0127.02, expiring Nov. 09, 2011. • • • • • 2. • • 'Test ptopasal # 09 -0033, approved on 05/09/97. �S 1 • ! �� • • • • • • • • • • Ishaq I. Chanda, P.E. • • • • • . Product Control Examiner • • • 4 • • • NOA No. 09- 0723.04 Expiration Date: November 09, 2011 Approval Date: September 23, 2009 ... . . . . ... . . E-1 ... . . . ... . . TYPICAL ELEVATIONS TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. # ANCHORS TO BE AT 6" FROM CORNERS FRAME WI I MAX. SPACING 24" O.C. AT HEAD & SILL. I ID 6 7/8' 6 7/8' 74 -1/2' 3 -1/16 WIDTH D.L. WIDTH FRAME WIDTH FRAME WIDTH 11 1/4' H - OUT WI G 6 7/8' D.L. OP - L IjPG. 6 7/8` DS -O WIDTH WIDTH 1 X , \\ X , < m - LIJ A w st = f M w SJ - ! OUTSWING \ \\\ HJ- f ° I m \\ 00 00 \ t'kO DUCT REVISED \ / \ as co"*Mg WWI the F'lorlds Suldf$ Cede { 4 N . 41 S -0 OUTSWING now +n S -S SADDLE SILL W FRAME HEIGHT = PANEL HEIGHT + 1.750" FRAME WIDTH = PANEL WIDTH + 2.750 PANEL D.L. OPG. E GEND DS-O WIDTH WIDTH H -0 H -0 24" 12 -7/8" _ -0 - OLITSWING DOOR DETAIL 30" 18 -7/8' STEPS TO USE CHARTS /GRAPHS , ` 36' 24 7/8' SEE SHEETS 6 & 7. \\ 42" 30 -7/8' -- ITEM DESCRIPTION PANEL D.L. QPG. (see sheet 2 of 7) HEIGHT HEIGHT revisions: i \\ 80' 66 -1/2' A 11.01.01 CHART REV. PER ASOI E -1300 & 1997 NDS / \ 9 11 .14.02 SM TYPES REV. \ 84' 70 -1/2' MStA.. CLASS AD= 90" 76 - 1/2" C 0&05.03 NO CHANCE M SHEET \ / 0 12.14.05 NO CHANCE M SHEET `\ 96" 82 -1/2" E 10.1&iS W. PER � COMMDUS F 07.IOA9 UP1540 FOR 2007 FK 108' 94 -1/2 " • • • • • • • • • • • • 55-0 Engr: ARSf{A0 YIQAR CIVIL \ / FLA. PE j 38863 CAX 3538 17a L • • • S -0 S -0 WI NJDOwS ac Da ORS ;. :• ,r ': MULTIPLE • • • SIDELiTES 10100 northwest 25 street miomi, florido 33172 AVAILABLE S ` S product : Series 450 Outswing Doors & Sidelites • .•• • • J l 4 2009 da : 10 -20 -97 sheet 1 of 7 ••• • • • ••• • • • i AIRSPACE TYPICAL ELEVATIONS 3j16" ANN. GLASS 3/16" H.S. GLASS 3j16" ANN. GLASS .090 PV8 LAYER .090 PV8 LAYER 1/8" OR 1/4" TEMP. GLASS .090 PVB LAYER SAFLEX BY SOLLITIA SAFLEX BY SOLUTIA SAFLEX BY SOLLITIA 3/16 ANN. GLASS 3/16 H.S. GLASS 3/16 ANN. GLASS a a a ZZ r r r F - � *_�•• E r � �_ .639 I I 'l I II ill H -�� 652 �---- ---� -- ill II ill it � " 3 q 1 I t n 77$ 754 .744 GE -1200 SILICONE GE -1200 SILICONE GLASS TYPE 13A GLASS TYPE 13B GLASS TYPE 13C TYPICAL GLAZING DETAILS �Q 12 ; 12 { z -- - -- pWg)tlCP RE hIll th D 1{ z as too }n$ with tie I00 AmptP Cade btu sce )N® I ��aaaa= �ptr>stgo. be r • • 11 , , 11 tI 1 ( . t l . L . TRUE HORIZONTAL ;,, MUNTIN A `, ` Q OR MORE �, `, M g PER PANEL) b LEGEND tl n MT `, ; , 108 u ____ -0 - OUTSWING DOOR DETAIL � � DS -0 i `` i ` ,� n ❑ - ITEM DESCRIPTION L L — — — — — — — — — — FIXED FIXED I i6a- - -ffi =_ (see sheet 2 of 7) a I 12 � 1 2 Q7 RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS W98 -0 •• •.• • • • •. • •• MAX. DOOR HEIGHT NO. READ. MAX. SPACING • • •• • • • • • UPTO 90 -3/4' 3 1 35 1/2' rd } • • • • • • • • • � ,� Enyr: ARStiAD VIQA1t •• ••• •• • • • o• ABOVE 90 -3/4' 4 1 30 1/2' C AnL FLA. PE / 38863 ••• c Id �, C.A.N. 353$ CAGL (Je •• ••• • Tl TRUE :Ml3i $ VVIN aWS ae OCK>FRS • ' • 10100 northwest 25 street miomi, flo6do 33172 •.• bbo b' R 51� ELITE' • 2 g product : Series 450 Outswing Doors & Sidelites H DESCRIPTION =� .•. m . . ..• JUL 1 4 2009 dote : 10 -20 -97 sheet 1.1 of 7 • • • • � �7 O W K • •m •• • • • •• •• BI O F MATERIAL S 13 13A 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER ITEM DESCRIPTION 13B 1/2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS 1� #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) (2 PCS.) 3/16" THK. H.S. GLASS AND .090" SAFLEX INTERLAYER 13 2A 3/8 -16 FULLY THREADED CONTINUOUS ROD C 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND 2B 3/8 -16 HEX NUT (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX' INTERLAYER OR 2C 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 33 SHEAR CLIP (EXT. NO. 506) 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 GE -1200 SILICONE 6" FROM ENDS & 24 3/16" O.C. MAX. 15 3/4" X 1 1/4" X 3/4" X 1 /8 "THK. CONTINUOUS ALUMINUM 0 9/32" DIA. HEAD & SILL INSTLL. HOLES AT CHANNEL SECURED WITH INSTALLATION SCREWS 6" FROM ENDS, 3 @ CENTER OF PAIRS ( SEE I EM 5 ) SPACED 6" O.C. & 24" O.C. MAX. 16 1/2" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING ® #10 X 1" PH -PH -SS TEKS SCREW, 0 3" & 7" OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD FROM ENDS & 24" O.C. MAX. AT CENTER• a #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 17 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM 6" FROM ENDS & 24 3/16" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) 1$ PLASTIC WEEP BAFFLE 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ® .350 HIGH FOAM -TITS WEATHERSEAL (AMESBURY # 32011) ANGLE ADAPTOR 16 THREE POINT LOCK AT ACTIVE LEAF EXT. = EXTRUSION LIST 500, 501, 502, 506, 507, 508, 509, 510 & 511 10 ALL EXTRUSIONS ARE 6063 -T6. CUSTOM CGI THREE POINT LOCK rtzeouc REVISPI) !, MECHANISM WHICH CONSISTS OF (1) TITAN as ft the wL KWIKSET SERIES 780 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP & BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM � � . Ct,� t �e 10 REFLECTOLITE SERIES 6000 •...... • THIaEE POINT LOCK MECHANISM W98 --01 .•...... '.� : 11 ALER 4 1 /2" X 4" SOLID BRASS (OR S /S) HINGE Ad � ��„ Engr: ,4RSHAD MGM CmL SECURED WITH (8) #12 -24 X 1/2" BRASS F.H. M.S. F F�CAN 3538 s3 •.• ••. ..• {;3 P,-:U PANEL UP TO 7' -6 3/4" HIGH) • • • • . w,r.,caows ac csoo�zs • • w • {� • • • • P PANEL OVER 7 3/4 „ TO 9 , -0 3/4 HIGH) • • 10100 northwest 25 street miomi ftando 33172 10 12 FLUSHBOLT AT TOP & BOTTOM OF INACTIVE ! Z; product -. Series 450 Outswing Doors & S idelites •;• ::: ': €AF: (DELTA MODEL 5509) WITH REINFORCED TIP ” a s �� 2009 date : i0 -20 -97 sheet 2 of 7 • • • •s• • • • m v o m u • • ••• • • • ••• • • • t1 1/4" DIA. ULTRACON z , -'` -® 6" FROM ENDS n 1/4" DIA. ULTRACON a r i° AND 24" O.C. ! SEE SHEET 6 ' y (INTERMEDIA AN RS) (SEE HE 4 s w , ET og ) ° w I 1 ,? 1 1 i 4 I I !1 " ! ' 4 1X4 PT WOOD F2 A TYPICAL PANEL ASSEMBLY ! 1X4 PT WOOD 1 I 1 ` 509 ' 2X4 PT WOOD t -t •MIN 511 4 2B TYPICAL PANEL ASSEMBLY C EMSM 1 SEALANT ,� a 2C TYPICAL PANEL ASSEMBLY o m 8 OPTIONAL - - INSTALLATION t 502 504 g INTO 2X4 PT WOOD TYPICAL JAMB ANCHORS 1 oc 13 OR 10 1/4" DIA. ULTRACON m II 3 TYPICAL ® 6 " FROM ENDS e AND 20" O.C. (SEE SHEET 6) 0 H -0 a ul EXTERIOR 375 1/4" DIA. ULTRACON 2A TYPICAL 1/4' Ax. 1.2so SHIM j— r EE 1 -1 j4° — EMe�D - -- FRAME WIDTH uj w X - -- -- _ w INTERIOR OUT SWING DOOR w .250 bas 9 505 502 502 L ` EXTERIOR TYPICAL 3 141 i OPTIONAL ► 8 SQUARE GLAZING a 4 2X4 PT WOOD �10N �O2 INSTALLATION cu E5 PT WOOD 675 4.812 EXTERIOR 505 12 @ TOP & BOTTOM NOTE: WOOD BUCKS NOT BY CGI OF INACTIVE PANEL 2A TYPICAL MUST SUSTAIN LOADS IMPOSED #12 SCREWS BY GLAZING SYSTEM. 3/ END 2.082 1/4" DIA. ULTRACON 1.844 ® 6" FROM ENDS W9 8 - 01 • ••• • • • : • •• AND 24" O.C. • • • • • • • • • (INTERMEDIATE ANCHORS) • • • • • • • :0: • ^ Engr• ARSHAD YIOAR PRODUCT Jai VEM CIVIL = e•*0yiag wbb d*FAodd8 •• NOTE: F C..N 3538 PE J 38 863 Baidi CoAe .0 r A.dWtreae 1�Ee ••• ••• ••' ALL ANCHOR CONDITIONS SHOWN ON '�"''` t7 • • • Q 8c DOORS • • ' ••• SHEETS 3, 4 AND 5 MAY DE DIRECTLY �' ll" : : 10100 northwest 25 street miami, de 33172 :•' :.: flari ' ' ' •� • 8 ' I a d a TO MASONRY WITH 1/4" MAX. SHIM SPACE product : Series 450 Outswing Doors & Sidelites M ' ' ° ° WITHOUT VARIATION IN CAPACITY. : :: • :• : i i H JUL 1 4 2009 dote : 10 -20 -97 sheet 3 of 7 „ v c W o : :•••: : : : :•••: ••• • • • ••• • • T . MULLION 1X4 PT WOOD 2.878 1- 1 . 250 SMALL SIDELITE 511 I 511 STILE (EXT. 503) AT IT. SIDEL ES 1 s +s -1 4" fidIN. c, 7 1— 6 WIDE OR E MBE D Ln LO SMALLER. 6 4 1/4" DIA. ULTRACON !! v 1 — ------ @ 6 FROM ENDS & II t II -- - - = =�a I ,! 20" O.C. AT Sift - - - 1 E INTERMEDIATE ANCHORS SEE SHEET 6 .675 L 4.$12 11 EXTERIOR @ S -0 1'250 a SEALANT 1/4• SHIM DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH DS -Q SJ -Q Q 1.844-- THIS SILL IS NOT RATED SS FOR WATER N M n 4" WIDE SADDLE REFER TO SHEET 2 OF 7 FOR THRESHOLD TYPICAL BILL OF MATERIALS S WEEP• • • • • •• W98 -01 • • • • s • • • • ° ° • i ° • i i i • • ° Engr: F1RSHAO VlQAR rWI)UCT REVISIRD 1 /4' DIA. ULTRACON , � 0 6" FROM ENDS & � � � � rta PE # 38863 Code o y 24" O.C.g . R.tti. 3536 pce1+1aOS'd,,_ 7 1t • t WIND(DWS ac 00QRS 4 • ° ° : 4 ° ° ° •Q 1 10100 northwest 25 street Miami, Wide 33172 ° 81 Q g 15 $ p11 product : Series 450 Outswing Doors & Sidelites ... • . • .n. • ^og • • • • s • • � � � � •� m �o,v4 JUL 1 4 2009 date : 10 -20 -97 sheet 4 of 7 MULLION 511 511 1 O 7 r LO LO O 3 Q MT o a #10 X 1" PH -PH fl 6 1 6 II SMS S/S (2 PER © CLIP) L jJ6 .675 7p 4.812 4.812 SEALANT SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH SS -0 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS .. •.... .. .. W98 -01 . ....... ••• ••: ••: ••• : : ••• y � Yii(lllUird'1c1N :ViSi£D Engr: ArR5NA0 VIQAR CIVIL 71b aagapiying wig file )plorida FL4. PE If 38863 8 Cade • • • • • • • • •: : • • • C.A.N. 3538 Anvpbm D AFB 23 H E R ��1 I Cz L : • : •• • :•: : : ;� f / �� WINDOWS Bc DOOMS • • • • • • k 10100 northwest 25 street miomi, florido 33172 fig$ Oddn product : Series 450 Outswing Doors & Sidelites zi JUL 1 4 2009 dote : 10 -20 -97 sheet 5 of 7 • • • • i • • • • • VOW M. ca PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS 4 LAMINATED GLASS INSULATED LAMINATED GLASS OUT -SWING OUT -SWING NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF MULLION NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF °a a PANEL PANEL ANN. LAM. GLASS ( TYPE 13A) H.S. LAM. GLASS (TYPE 13B) LOAD CAPACITY PANEL PANEL INSUL. ANN. LAM. GLASS (TYPE 13C) ! P WIDTH HEIGHT EXT. INT. EXT. INT. PSF WIDTH HEIGHT EXT. INT. !' o 210 100.0 100.0 100.0 110.0 110.0 210 8010 80.0 !� K 2/6 10010 100.0 100.0 110.0 110.0 2/6 80.0 80.0 99 _ 3/0 6/8 100.0 10010 100.0 110.0 110.0 3/0 6/8 80.0 80.0 M �� 9 3/6 87.1 87.1 100.0 110.0 110.0 3/6 80.0 8010 210 100.0 100.0 100.0 110.0 110.0 2/0 80.0 80.0 �� Q 2/6 7/0 100.0 100.0 100.0 110.0 110.0 2/6 7/0 8010 80.0 \��` 9 3/0 100.0 10010 10010 110.0 110.0 3/0 80.0 80.0 3/6 82.6 8216 100.0 110.0 110.0 2/0 80.0 80.0' 210 100.0 100.0 100.0 110.0 � 110.0 2/6 7/6 80.0 _ 80.0 2/6 7/6 100.0 100.0 100.0 110.0 110.0 3/0 80.0 8010 3/0 100.0 100.0 100.0 110.0 110.0 210 80.0 80.0 PANEL WIDTH w 1 1 N 3/6 76.8 76.8 100.0 102.9 110.0 2/6 8/0 80.0 80.0 a tO M 2/0 100.0 100.0 100.0 110.0 110.0 3/0 80.0 80.0 2/6 8/0 100.0 100.0 100.0 110.0 110.0 LOADS SHOWN ABOVE ARE FOR DOORS USING !� � 3/0 100.0 100.0 100.0 110.0 110.0 THRESHOLD (O WHERE WATER INFILTRATION �\ w REQUIREMENTS ARE NOT APPLICABLE ! S O 2/0 10010 100.0 100.0 110.0 110.0 AND FOR THRESHOLD 0 IN ANY CONDITION. 0 2/6 9/0 100.0 10010 100.0 110.0 96.6 1 `� z -16 = N o 3/0 100.0 10010 100.0 100.0 80.5 �� ` to s / 1 = 3: N � LOADS SHOWN ABOVE ARE FOR DOORS USING ° w !� �� O $ po o THRESHOLD `;^ WHERE WATER INFILTRATION = L° Z z _J REQUIREMENTS ARE NOT APPLICABLE �� N S 0 AND FOR THRESHOLD S-0 IN ANY CONDITION. a C3 _ ��` 1i1t6bDCt' RrLv o ! NOTE: - 0 ..2�L,� Y GLASS CAPACITIES ON THIS SHEET ARE �';.�cL� ! BASED ON ASTM E1300 -02 (3 SEC. GUSTS) L 1.a�.� -- a � SIM PANEL WIDTH PANEL WIDTH v THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR in SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. S SS 4 • • ao • � • a STEPS TO USE CHARTS p • • • • • • • • Q Engr. ARSHAD VIQAR N u • .e • a 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2007 FLORIDA BLDG. CODE. CML • • • ••i • • • • t FLA. PE # 38$63 W w 2. DETERMINE WATER INFILTRATION ,R (� l EME� S BASED ON PROVISIONS OF FBC. C.A.N. 3538 ° 3. SELECT A DOOR SYSTEM 1 OUTSWING AND TYPE OF THRESHOLD. p 3 a U • • • • • • 1; 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. • • • • • • THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. drawing no. 0 : 0 5. SELECT AND CHECK ANCHORS TO MEET LOAD. W9 OUTSWING OUTSWNG (SADDLEI 6. FOR MULLED SiDEL.ITE REFER TO MULLION CAPACITY. iLl 4 2009 sheet 6 of 7 . ..... . .. . .... . . .... . • MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS I DESIGN LOAD CAPACTY -PSF DESIGN LOAD CAPACTY -PSF i MTG. STELE NOMINAL DIMS NOMINAL DIMS ANCHORS TYPE 'B' TYPE 'C` TYPE '8' TYPE 'C' j 3" MIN TYP PANEL PANEL CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF PANEL PANEL CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 1 6' 24' 6 24° ANCHOR SPACING WIDTH HEIGHT 2 ANCHORS 4 ANCHORS 6 ANCHORS 2 ANCHORS 4 ANCHORS WIDTH HEIGHT 2 ANCHORS 4 ANCHORS 5 ANCHORS 2 ANCHORS 4 ANCHORS @0 O fq7( MAX i 1 2/6 0.6 110.0 110.0 100.3 110.0 2/6 8 8.2 0.6 11 110.0 100.3 t 10.0 p .. 110.0 11010 110.0 e 2 00 0 1 r 3/0 6/S 58.8 110.0 110.0 83.6 110.0 3/0 6/8 58.8 110.0 110.0 83.6 110.0 U J , \ 3/6 50.4 100.8 110.0 71.7 110.0 3/6 50.4 100.8 110.0 71.7 110.0 / , \ \� 210 84.0 110.0 110.0 110.0 170.0 210 84.0 110.0 110.0 110.0 110.0 19 2/6 7/0 67.2 110.0 110.0 95.5 110.0 2/6 7/0 67.2 110.0 110.0 95.5 710.0 3/0 56.0 110.0 110.0 79.6 110.0 3/0 56.0 110.0 110.0 79.6 110.0 t i i \ \\ 3/6 48.0 96.0 110.0 68.2 110.0 3/6 48.0 96.0 110.0 68.2 110.0 w , w , \ 210 78.4 110.0 110.0 11 0.0 110.0 2/0 78.4 110.0 11010 110.0 110.0 \\ \\ 2/6 7/6 62.7 110.0 110.0 89.2 110.0 2/6 7/6 62.7 110.0 110.0 892 110.0 C3 \\ \\ ' J 3/0 52.3 104.5 110.0 74.3 110.0 3/0 52.3 104.5 110.0 74.3 110.0 3/6 44.8 89.6 110.0 63.7 110.0 -4 /6 44.8 89.6 110.0 63.7 110.0 \ \ 210 73.5 110.0 110.0 1045 110.0 2/0 73.5 110.0 110.0 104.5 110.0 \\ \\ J 2/6 8/0 58.8 110.0 110.0 83.6 110.0 2/6 8/0 58.8 110.0 110.0 83.6 110.0 3/0 49.0 98.0 110.0 69.7 110.0 3/0 49.0 98.0 110.0 69.7 110.0 a \ 1, 2/0 65.3 110.0 110.0 92S 110.0 1 2/0 65.3 110.0 110.0 92.9 110.0 to 2/6 9/0 52.3 104.5 110.0 74.3 110.0 2/6 9/0 52.3 104.5 110.0 74.3 110.0 G n N rn 3/0 43.6 1 87.1 1 110.0 61.9 110.0 3/0 1 43.6 87.7 1 108.9 61.9 110.0 C N in 1/1 PANEL WIDTH PANEL WIDTH ^` PANEL WIDTH ANCHORS: o o w w ' SINGLE DOOR OR SIDELITE DOUBLE DOOR TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI F =155 KSI) ° n N `` INTO WOOD STRUCTURES = ry o in MULLION ANCHORS 1 -3/8" MIN. PENETRATION INTO WOOD JW8 U) AT SI THRU WOOD BUCKS INTO CONC. OR MASONRY o M MTG. STILE rRODUCP REVISED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z u- o ANCHORS am the N s" 24' 3' MIN. M. Cade DIRECTLY INTO CONC. OR MASONRY Q < .. - m{ ANCHOR SPACING �� 1-1/4 MIN. EMBED INTO CONC. OR MASONRY V " I �a .1. EDGE DISTANCES - ' INTO CONCRETE AND MASONRY = 2" MIN. \\ INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) _ U S DIRECTLY INTO CONC. AT SILL a ' \ \\ 1 -3/4" MIN. EMBED INTO CONC. w , \ z ac \\ i EDGE DISTANCES INTO CONCRETE = 2 - 1/2" MIN. m o o c 0 N a STEPS TO USE CHAT TS: CONCRETE Vc = 3000 PSI MIN. r • • •• \ r C -90 HOLLOW /FILLED BLOCK Vm 2000 PSI MIN. • • • • • • \ r i . SELECT TYPE OF ANCHOR. • • • • • • • 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE Engr. ARSHAD V10AR CmL • • •• • • • _ s r• LOAD CAPACITY. THIS LOAD CAPACITY MUST FLA. PE $ 38863 0 MEET OR EXCEED DESIGN WIND LOAD C.A.td. 3538 REQUIREMENT DETERMINE IN STEP 1 ••• • • •�• ••i � ••• OF SHEET 6. v 9 v c' P EL Tti A L Z TH PANEL WIDTH PANEL WIDTH .. . drawing no. FOR SIDELITE AVG. PANEL WIDTH = DOOR PANEL Z FIXED PANEL W9 8 - 0 1 2009 •:• : : : : •:• : : sheet 7 of 7 . . . . . . . . . . ... . . . ... . . HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EQUIVALENT. SILL CORNER DETAIL #12 SCREWS 3/ END r' #12 SCREWS 2/ LEG SILL CORNER DETAIL Z 0 -- Q N — • - 0 � - d 0 rj} -- a - - �I�ln Q rr W N 3 � W Q M to H N V) C) C o O umi ca � ca z Ad N 0 En 0 o M M a Z Z � m cn s o w c� ° J V7 U •- z a •• •• • • • • •• • •• • • • • ••• • • ONi L VOUNE$ MI; ... . . . . ... . . ... . . . ... . . Engr: ARSW) MAR CML FLA. P£ # 38863 C.A.N. 3538 JUL 1� 4 2009 � a � � Q c o v v o drawing no. W98 -01 sheet 7.3 of 7 MIAMDIADE MIAMI -DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING 140 WEST RLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www maimidade aov/buildinacode CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Outswing Aluminum Casement Window L.M.T. APPROVAL DOCUMENT: Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1,1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared by Al- 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 wards 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 d b1gr%a¢d,ghg Xavdlbble for inspection at the job site at the request of the Building Official. ?Vs NQk ,hiss 3tuh$eilaws NOA # 08- 0915.05 and consists of this page 1 and evidence pages E -1 and $� asAeli A a�ptoval doounaent mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • ••• ••• ••• • • 000 • NOA No. 08-1010.02 • o Expiration Date: October 26, 2013 Approval Date: December 11, 2008 or ... Page l • •• •• • • . .. •. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No : HTL- 0080 - 0301 -07, dated 09 /21/07 for specimen A & B and HTL- 0080 -0905- 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI - 074298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No (s). FTL- 1003, dated 10/14/94 and FTL -1041 dated 10/14/94, signed and sealed by Yamil Kuri, P.E. (SubmWed under previous NOA# 01- 1002.03) 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. +" • • : • (,?4rb t4(e6rfinder previous NOA# 01- 1002.03) . ........... . .. ... .. . .... Man Pere • • • • • • • • • • Product Control mine . . . . . • ' "' • • NOA No 0 3 . 2 • . . . • • . . • ' • ' • Expiration Date: October 26, 2013 Approval Date: December 11, 2008 .... ....... . E -1 • % •• • • • •• •• ••• • • • ••• • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL -0080- 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (For reference only). (Submitted under previous NOA# 06- 0829.04) C: CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 08/23/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. HTL- 0080 - 0301 -07 and HTL- 0080- 0905 -07, issued by Hurricane Test Laboratory, Inc., dated August 8, 2008, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice. of Acceptance No. 08- 0915.05, issued to CGI Windows & Doors for their Series 238 Outswing Aluminum Casement Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. ....... . .. .. Mana Per • • . • • • • • • • Product Control E miner • • • • • • • • • • NOA No. 08- • • • ; • ; • *00 • e • Expiration Date: October 26, 2013 Approval Date: December 11, 2008 E -2 • • • • • • • • • • GENERAL WINDOW SECTIONS r FLANGE FRAME WINDOW WIDTH ' VENT WIDTH O WW -2" D.L. OPG. J 7 WW -7" Q _ a 8 6" MAX TYP. A HEAD /SILL 0 CORNERS IL t] a 2 s CA M L L K POINTS / '�. L 0 t A Q c� 2 LOC fJ , ►-1 = ALL SIZES ! , / '" ' t9 — II -� AT IMPACT AN ACT VINDQWS DNLY z a °� P II / I1ti q} C LZ to I n C i j =N 13�� !1 t 1� p 1 ----------- 4� SURFAC AP PLIED FALSE AL INS $ N `}y J UL II - -� -- FOR GLASS TYPES, \ w REFER TO , I I 6 SHEETS 3 AND 4. p w 7 3 D.L. OPG. D.L. OPG. 2 1/2" O m 2 1" VENT WIDTH VENT WIDTH 7" Z cV WINDOW WIDTH I � m WINDOW WIDTH 24" MAX. TYP. ¢� QQ N II EXTERIOR i I MAXIM MULTI POINT LOCK AT HEAD /SILL co O 3 M W I ErY I I ALT. `I CAM LOCKS N z TYPICAL ELEVATION ' o° = o S HEIGHT � Pow (FLANGE FRAME) U o 1 42" 2 1 83" 3 84" 4 8 FOR MUWON /MULTIPLE UNITS, REFER TO 3 SEPARATE CGI MUWON N.O.A. 7 NOTES: o o a 1NS M UCTIONS: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE [ THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. c a N m o m T g $ c g c 8 USE CHARTS AS FOLLaWS. REQUIREMENTS OF THE FLORIDA BUtL01NG CODE 2004/2007 ED171ON INCLUDING SHUTTERS ARE NOT REQUIRED. > HIGH VELOCITY HURRICANE ZONE (HVHZ). STEP 1 DETERMINE DESIGN WINO LOAD REQUIREMENT BASED WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • QPI iaifN0. YEWCITY. 910G. HEIGHT, WIND ZONE � . OS =IiG V;UqW 34SCE 7 STANDARD. LOADS TO THE STRUCTURE. M . . 00* Engr. DR. HUMaYOUN FAR= &E +CIIA 4N•SH&S 3 AND 4 FOR DESIGN LOAD ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS SMUCtURFS Mi911+UCfi`REVMD 1 N cm-AcrM OF bESIRM GLASS SIZE/TYPE. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. IE # t 6�5? STEP 3 USING CHART ON SHEET 8 SELECT ANCHOR OPTION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS CAR ,�. -�-Z 2 r h . .•. Vl" DESIGN RASING MOM THAN DESIGN LOAD SPECIFIED ARE NOT PART OF THIS APPROVAL D t3 • • IN •STEP 1•ABOV • • • • • • • • i i i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawin ho. Lj .¢ IF �t►UIrZINUM �BUCK•SY6T@1R IS USED US£ CHART aN 7nno M 9 SLIM 7 OETERtAINOCAPACfM MATERW_S INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO wi W98_ OQ $TI P 5 THE LOWEST VALUE RESULTING FROM - ST Z 3 AND 4. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS EI %:104 " * TO * ENTIPE SYSTEM. OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 'I of 7D A. • • • ••• • • WIDTH t c t SNUBBER 0 w FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. ^A" 1 A - WS = z MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42' 2 63' 3 84' 4 • • • •• • • • • ••• • ••• •• • • • •• •• • • 6� D.L. OPG. WW -6 i,2 ;I / �r II !I \ II Ifl I I \ II I \ TYPIC& ELEVATION (EQUAL LEG FRAME) w a Z = m g rho SURFACE APPLIED FALSE NUNTINS 13PTMNAL _ 24' MAX. TYP. AT HEADAILL 4V low a 9 0 O � U ti cy 0ul to � 01ag J aH S g j3 gm z N r a 3C� C; Z Z - cI 3 0 • w _ o •• ix v r m M �p N � drawing no. W98 -1 Ot • ».• -•• . ... , ••• • . . ••• .; ; , .•• • 41 , • EXTERIOR 2 625 2 5/8" 2.075 1.757 �"�' .768 5 625 I ao I LJ . 1 L000 L307 4% TYP. Z ■ L875 QQ I J 2.625 , y J 720 r it 2215 2.465 480 TYP. L438 .� Ito L222 C t 13 CORNER KEY CORNER KEY V 8 .060 THICK ST. STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16 LAM. GLASS) O m $ g 2.075 L757 C 's .768 � � 3 490 TYP. ' Z W s 1.057 L875 2465 L �720 2.715 .4 VENT" CORN .080 TYP. 1 � � N z 1.624 EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) W U) W , ALL FRAME AND VENT CORNERS TO BE L757 0 W ,.. SEALED WITH GE SILPRUF OR EQUIP. ITEM PAST QUANTITY DESCRIPTION MATERIAL. MW. /SUPPL,IER /V � � 1 CGI -373 4 FLANGE FRAME 6063 -T6 INDALEX OR EQUIV. 490 TYP. •�= 1A CGI -397 4 EQUAL LEG FRAME 6083 -T6 INDALEX OR EQUIV 1875 ? e) N 0 2 00I -378 4 VENT (5j18' LAM GLASS) 6063 -T8 INDALEX OR EQUIP. �► N 2B OGI -381 4 1 VENT (INSUL LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 720 0 -m ao D 3 a, 5 2C COI -385 4 VENT (7/16' LAM. GLASS) 8083 -T8 INDALEX ORE IV L 1 QU . 438 Z Z .. 3 CGI -375 4 OGEE GLAZING BEAD 8083 -T5 INDALEX OR EQUIV. V N 1 3A CGI -396 4 SQUARE GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. W 4 - 4 .060 THICK CORNER KEY ALUMINUM - L347 --� W C9 p 4 5 - 8 .060 THICK CORNER KEY ST. DEL - U r 8 AP -428 AS READ. FRAME WEATHERSTRIPPING - SCHLEG0. APTUS VENT (7/16 .. LAM. GLASS) 7 Q200 X190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON .754 8 35- 10- 00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL.. TRUTH, ATTACHED W/ (6) #8 X 318' SS SMS 9 24- 13-00- 2/ VENT FACE MOUNT LOCK STEEL. TRUTH, ATTACHED W/ (2) #8 X 3/8' SMS ,383 ' 9A - 2/ VENT MULTI POINT LOCK .830 10 - 2/ VENT .110 THICK LOCK KEEPER. AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8' SS SMS 0 11 23-20 -00-101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' Ss SMS .617 I I 12 1 30175 1 OPl]iItTOR TRACK STEEL. TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS CGI - 375: OGEE GLAZING STOP m 0. 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1 -1/$ SS SINS .753 I c yo 13 Am 830 0 o { ---I " s 9 o I 817 0 vom ••• ••• ••• ••• • • . •• • • . . . . . . • CGI -396: SQUARE GLAZING. STOP. • • • • • • • • • Engr. DR. HUWtiYOUN FA OOQ _o •• ••• •• • • • •• FLAR8�559 )�I1>i1S°L !!!l3ED a C.A.N. M r , Code • • • • • • •'�" , "' .. ..... - Im� • • t3 ••• ••• F•RAWR OORNER • draw ing no. .. ..: ;.:. :: •• III W98• -100 • � «» . . sheet 2 0 7 r r s s - 3 16 ANN. GLASS 1/$ ANN. GLASS / 3/16 HEAT SIREN Q GLASS �V .090 INTERiAYER 090 SAFLEX PVB BY 'SOLUTIA' 090 SAFLEX PVB BY 'SOLUTIA' ° SAFLIX PVB BY , INTERLAYERS E .075 VANCEVA STORMGLASS BY 'SOLUTIA' INTERLAYERS 075 VANCEVA STORMGLASS BY 'SOLUTIA' SOLUTW 090 SENTRYGLA5 PLUS BY 'DUPONT' .090 SENTRYGLAS PLUS BY 'DUPONT' Z ti 1/6' ANN, GLASS 3/16" ANN. GLASS 3/16 HEAT STREN'D GLASS y � SAICDNE z SQUARE BEAD i "' i DOW 995 I i SIL.ICONE I SIL.ICDNE OPTIONAL .� d DOW 899 j GE w 99 DOW 995 ALL GLASS TYPES t i t'} C a 8 DOW 995 1 1 j DOW 899 i t IL vi /16 NOMINAL 7/18 NOMINAL 7/16 NOMINAL GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE 1 6' p PERFORMANCE VALUES OF DeACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS t6 U1 NO SHUTTERS REQUIRED NO SHUnERS REQUIRED t t7 � REFER TO SHEETS 5 THRU 7 FOR WSTAW►TTON DETAILS REFER TO SHEETS 5 THRU 7 FOR IIS'TALLATM DETAILS m W WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' rt WIDTH HEIGHT EXT. ( +) 1 NT. {-) EXT. { +) INT. (-) EXT. ( +) 1 NT. H WIDTH HEIGHT EXT. ( +) 1 NT. (-) EXT. ( +) i NT. (-) EXT. ( +) 1 NT. { -) 20' 110.0 194.3 110.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 at 24' 110.0 161.9 110.0 195.0 110.0 195.0 24 73.4 73.4 110.0 120.0 110.0 120.0 28' 110.0 138.8 110.0 195.0 110.0 195.0 28' 66' 64.2 64.2 110.0 120.0 110.0 120.0 30" 110.0 129.5 110.0 195.0 110.0 195.0 30 60.6 60.6 110.0 120.0 110.0 120.0 25 � 8 .�.. 32' 36 110.0 121.4 110.0 195.0 110.0 195.0 32' 57.5 57.5 110.0 120.0 110.0 120.0 25 a: t r 36 107.9 107.9 110.0 195.0 110.0 195.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 O w 0 40 97.1 9 7.1 110.0 195. 110. 120.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 g g �- 42' 92.5 92.5 110.0 120.0 - - 28' 72' 48.9 48.9 110.0 120.0 110.0 120.0 z C'4 20" 110.0 166.5 110.0 195.0 110.0 195.0 30" 46.0 46.0 110.0 120.0 110.0 120.0 2 N .24 110.0 138.8 110.0 195.0 110.0 195.0 32' 43.6 1 43.6 110.0 120.0 110.0 120.0 ` Q M M 28' 110.0 118.9 110.0 195.0 110.0 195.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 M 103: - 42" 110.0 11110 110.0 195.0 110.0 195.0 24 "" 78' 43.8 43.8 110.0 120.0 110.0 120.0 � '^ 32' 104.1 104.1 110.0 195.0 110.0 120.0 28 38.1 38.1 1 10.0 120.0 110.0 120.0 W. 92.5 92.5 110.0 120.0 110.0 120.0' - - 110.0 120.0 - - U O 40 83.3 83.3 110.0 120.0 110.0 120.0 M. 41.5 47.5 110.0 120.0 110.0 120.0 r- 42' 79.3 79.3 110.0 120.0 - - 24' 84' 34.9 34.9 110.0 120.0 110.0 120.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 28' - - 110.0 120.0 - - 24" 110.0 121.4 110.0 195.0 110.0 195.0 19 -1/8 110.0 195.0 110.0 195.0 110.0 195.0 28" 103.8 104.1 110.0 195.0 110.0 120.0 26 -1/2' 110.0 195.0 110.0 195.0 110.0 195.0 30" 48' 97.1 97.1 110.0 195.0 110.0 120.0 37' 28 110.0 145.4 110.0 195.0 110.0 195.0 32' 91.1 91.1 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 C u 36' 80.9 80.9 110.0 1 120.0 110.0 120.0 19 -1 /8' 110.0 190.6 110.0 195.0 110.0 195.0 rz v 40' 72.8 72.8 110.0 120.0 110.0 120.0 26 -1/2' 38 -3/8" 110.0 137.5 110.0 195.0 110.0 195.0 m 42' 69.4 69.4 110.0 120.0 - - 37' 98.5 98.5 110.0 194.5 110.0 120.0 20' 110.0 129.5 110.0 195.0 110.0 195.0 42' 86.8 86.8 110.0 120.0 110.0 120.0 NOTE: 24' 98.0 107.9 110.0 195 110.0 195.0 19 -1/8 110.0 144.5 110.0 195.0 110.0 195.0 GLASS CAPACITIES ON THIS SHEET ARE m o 28' 88.2 92.5 110.0 120.0 110.0 120.0 26 -1/2" w 99.7 104.3 110.0 195.0 110.0 195.0 BASED ON ASTM E1300 -02/04 ( 3 SEC. GUSTS) 30" 84.4 86.3 110.0 120.0 110.0 120.0 37' -5/8 74.7 74.7 110.0 120.0 110.0 120.0 AND FLORIDA BUILDING COMMISSION 4 = < v o w • • • • : • 54y 6Q.s So.s 1 10.0 120.0 110.0 120.0 42' 65.8 65.8 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05- DEC -219 •• "; ; ; ; 71.9 71.9 110.0 120.0 110.0 120.0 19 -1/8' 96.7 104.2 110.0 195.0 110.0 195.6 • • • : 4i?': : •: • 64.8 64.8 110.0 120.0 110.0 120.Q 28 -1/2" 63' 74.9 77.9 110.0 120.0 110.0 120.0 EnV. DR. A41)WRO'UN FA, Q o p�DlyUt 1 i 42" 61.7 61.7 110.0 120.0 - - 37 60.0 60.0 110.0 120.0 STRUCTURES 110.0 12o.Q FLA. PE 1 _I _6557 6y, ggSa wI81 20' 98.8 112.6 110.0 195.0 110.0 195.0 19 -1/8' 63.0 63.0 110.0 195.0 110.0 120.0 CAN' 35M Code • • • • w • • • K-3.2 74 -1/4 m x r� • • W . 95.4 110.0 195.0 110.0 120.0 26 -1/2 r 46.6 46.6 110.0 120.0 110.0 120.0 9 :, 83.3 110.0 120.0 110.0 120.0 _SEP R • • • • 4m" • • 77.7 110.0 120.0 110.0 120.0 NOTE drawing LOAD /AREA LIMITS • • • ; ; a • 72.8 110.0 120.0 110.0 120.0 FOR +110.0, -120.0 PSF - 16.34 SQ. FT. " .: 8 : 64.8 110.0 120.0 110.0 120 +110.0, - -195.0 PSF 10.00 SQ. FT. sheet 3of 7� . . . .. .. . . . .. .. • 1/8" TEMP. GLASS 1/8" TEMP. GLASSt 1 - AIR SPACE AIR SPACE V • 1/8" ANN. GLASS 1/8" TEMP. GLASS r- t 090 SAFLEX PYB BY 'SOLUIIA' 090 W= PVS BY 'SOLUTW' Z INTERLAYERS 075 VANCEVA STORMGLASS BY 'SOLUTW' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTW' O .090 SENTRYGLAS PLUS BY 'DUPONT' .090 SENTRYGLAS PLUS BY 'DUPONT' 1/8' ANN. GLASS 1/8" TEMP. GLASS SQUARE BEAD I OPnONAL '� a SILICONE SILICONE ALL GLASS TYPES � O � V GE f200 tD = -f200 0 DOV 998 DOV 995 0. DDV 899 DDV 899 v � � 3/4" INSULATED 3/4" INSULATED 0 4 GLASS TYPE 2A GLASS TYPE 3A 3 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS Q W N NO SNUTIERS REQUIR® NO SHUTTERS REQUM V' W .. REFER To SHEETS 5 THRU 7 FOR WAUATION MAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS � z N � W i{ WINDOW DIMS. GLASS 'TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 W. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 20' 110.0 194.3 110.0 195.0 20' 86.7 86.7 110.0 169.0 N 24" 110.0 161.9 110.0 195.0 24" 73.4 73.4 110.0 120.0 ? a�a ti 28 110.0 138.8 110.0 195.0 28" 68" 84.2 84.2 114.0 120.0 30 36 , 110.0 129.5 110.0 195.0 30" 60.6 60.6 110.0 118.2 Lu U) 32 110.0 121.4 110.0 195.0 32" 57.5 57.5 110.0 112.2 2 36' 107.9 107.9 110.0 195.0 20' 66.4 66.4 110.0 120.0 O W 40" 97.1 97.1 110.0 120.0 24" 56.1 56.1 109.3 1093 42' 92.5 92.5 110.0 120.0 M. 72" 48.9 48.9 95.3 95.3 20" 110.0 166.5 110.0 195.0 M. 46.0 46.0 89.8 89.8 � P, N ;; 24" 110.0 138.8 110.0 195.0 32" 43.8 43.8 85.0 85.0 � � M 28 1 10.0 1 18.9 110.0 195.0 20" 52.0 52.0 101.3 101.3 aca i0 30' - 110.0 111.0 110.0 195.0 24" 78" 43.8 43.8 85.4 85.4 N Z z u ^ 32" 42 104.1 104.1 110.0 120.0 28" 38.1 38.1 74.3 74.3 i 36' 92.5 92.5 110.0 120.0 20" 41.5 41.5 80.8 80.8 U' p 84 II I • a f/3 40 83.3 83.3 110.0 120.0 24 34.9 34.9 88.0 68.0 42" 79.3 79.3 110.0 120.0 19 -1/8" 110.0 195.0 110.0 195.0 20 110.0 145.7 110.0 1 195.0 26 -1/2" 26" 110.0 203.0 110.0 195.0 24' 110.0 121.4 110.0 195.0 37" 110.0 145.4 110.0 195.0 W 28' 104.1 104.1 110.0 120.0 42 110.0 128.1 110.0 195.0 X. 48, 97.1 97.1 110.0 120.0 19 -1/8 110.0 190.6 110.0 195.0 c 32" 91.1 91.1 110.0 120.0 26 -1/2 38 -3/8" 110.0 137.5 110.0 195.0 0 36" 80.9 80.9 110.0 120.0 37" 98.5 98.5 110.0 120.0 0 40" 72.8 72.8 110.0 120.0 42 86.8 86.8 110.0 120.0 °z 42" 69.4 69.4 110.0 120.0 19 -1/8' 110.0 144.5 110.0 195.0 20" 110.0 129.5 110.0 195.0 26 -1 /Y 50 -518" 99.7 104.3 110.0 195.0 NOTE• 24" 9 &0 107.9 110.0 195.0 3T GLASS CAPACITIES ON THIS SHEET ARE 74.7 74.7 110.0 120.0 � c o 28" 92.5 92.5 110.0 120.0 42" 65.8 65.8 110.0 120.0 BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) as $ $ o 30" - 84.4 86.3 t 10.0 120.0 19 -1/8' 96.7 104.2 110.0 195.0 AND FLORIDA BUILDING COMMISSION o a a m • • • • 31 80.9 80.9 110.0 120.0 26 -1/2" 63" 74.9 77.9 110.0 120.0 DECLARATORY STATEMENT DCA05- DEC -219 � 71.9 71.9 110.0 120.0 37 60.0 1 60.0 ' 110.0 117.0 • • :4 : :•: •84.8 848 110.0 120.0 19 -1/8' 63.0 63.0 110.0 120.0 Erigr DR. FliIA/AYOUN 7F • •- 74-/4' FiLODUCd' REV9� 42 81.7 81.7 110.0 120.0 26 -1/2' 46.6 46.6 90.9 90.9 FLA. PE # 16W aeump6ybgwubdw 20' 98.8 112.6 110.0 195.0 C.A.N. 3538 t Caetfta • • • i • •' Z¢' • i i • • 86.8 95.4 11 0.0 120.0 NOTE: t 0 z LOAD /AREA I..IMITS SEP T how • •76.7 83.3 1td.0 1200 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. • •' ati' • • •� 2 77.7 ...110.0 120.4 +110-0. -195.0 PSF = 10.00 SQ. FT. drawing no. • 95 '} i l i 70V. 72.8 110.0 120.0 it v W98 -1 OQ w I •64.t 64.8 110.0 120.4 sheet 4 of 7 top • •• •• • • • so • IN STALL&TION CONDITIONS G - FRAME S TO ALL FOUR SIDES V FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS L SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRPTION Z TYPICAL. ANCHORS TYPICAL ANCHORS F- SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING R SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL d a STRUCTURES Q. O a t 8 4. SF_ALAN7 SEALANT 0 � a a a t = 0 4 a V a v a d 2 1 /8' a :' V z a \ N 2 1/8' 4 �. .. : Qom •. °. a. .:.• �. . ' Mnv. � � 0" �3� n a ' a 1' MIN. a 1' MIN. � { Z � .. e .. 2 -1/2' MIN. 2 -1/2' MIN. Q' INSTALL DON TYPE '1' WOOD BUCK TYPE '1 INSTALLATION TYPE '2' WOOD BUCK TYPE '2' PRESSURE TREATED, PRESSURE TREATED o TYPICALINSTALLATION DETAI L TYPICAL INST 1 L AMON DETAIL AllACHIMENT ON ALL FOUR SIDES /USING WOO q ON ALL FOUR ,,,,SIOE$fUSING WOOD METAL STRUCTURES w Ooh Ow TYPICAL. ANCHORS TYPICAL ANCHORS G v SEE ELEV. FOR SPACING / / ---SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING ? z tV c SEE SHEET 6 FOR DESCRIPTION j N i j r, I 00 cl 3 w SEALANT SEALANT N Z 7-E2 .. ffff IIII I 3 w 0g • � dos a 2 �-" -- 1/8• . ' V a v •'a o a 'a ° v � v Q c Q ° °• MIN. e ° B{JCK INSTALLATION BY OTHERS @ ° . BUCK INSTALLATION BY OTHERS ATTACHMENT TO p 1' MIN. 1' MIN' APPROVED MULLION INSUALLATION TYPE '3' MOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUC6 TYPE '4' 1 m � PRESSURE TREATED PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL c m ON ALL FOUR SIDE$ /, USING WOOD ON ALL FOUR SIDESAM!Q WOOD o 8 G C d U Q W • • • • • • • ♦ • • • • ALUM CHANNEL • • • • • • • • • 3/4' X 1' X 3/4' X 1/8' t • • • s i • i i i i • i • • • /2' LONG Ettge OR. HUItIAYOIJN F v AT 2 -1 ANCHOR LOCATIONS STRUCTLJI7£5 fi'�La1JCT �V • • • • • • • • • • • • FLA. PE # 16557 as em wfth a CAN. JW8 ' 13 i - a - I -�' .0 W®OD: BUCKS -NO �• C�j CORP., MUST SUSTAIN �Y drawing no. '.• • LOADS IMf'gSEQ Br 4MING SYSTEM AND TRANSFER ' ALT. ANCHOR LOCATION i� , � W9$- -1 t}0 .l jEM-jO;TAE , BdfL7tM * STUCTURE. WO SHEAR CLIP sheet o€ 5 7 r INSTALLATION CONDITIONS EQUAL LEG FRAME JAPPLIES TO ALL FOUR SIDES) • FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL. ANCHORS r SEE ELEV. FOR SPACING f SEE SHEET 6 FOR OESCRIPnON z . F TYPICAL ANCHORS TYPICAL, ANCHORS METAL g p, SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING STRUCTURES O o SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION G 1 3/8' I v d 'a ro I c i 0 G a 4 I a'v. Z' :t 2 1/8' a t I <°t. vcn 2 1/8' LL Z c e a • a a v Q a° 2.' c\ MIN. c 1 e •MIN -MIN, < rl F 2 -1/2' MIN. 2 --1/2' MIN. 3 K TYPE 1 INSTALLATION TYPE 2' WOOD BUCK TYPE 2 _INSTALLATION TYPE '1' WOOD L,jO • ' ' ' PRESSURE TREATED PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPIC& INSTAU AMON_ DETAIL ATTACHMENT TO � ON ALL FOUR SIDESIUSING WOOD ON ALL FOUR SIDES /USING WOOD METAL STRUCTURES 0 w g � ti , TYPICAL ANCHORS N Pr) id TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION M Z Z SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION N i I I 3 °o 1 3/8' W cry U 0 � a a e a s a' • c h 2 7/8' a <. Q Q ' a 2 1/8' v .. I : Q c . • MIN. g UACHMENT _TO ' E12 d ° 80CK INSTALLATION 8Y OTHERS a ° t3UCK INSTALLATION BY OTHERS m APPROVED MUWONS 1' MIN. 1' MIN. g INSTAL�IO, TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o PRESSURE TREATED PRESSURE TREATED . H e c • • • •: . •.: .— TYPICAL INSTALLATION DETAIL TYPICAL. IN I , AMN DETAIL • •' e • l0bi ALL SIDESIUSING WOOD ON ALL FOUR OU FAR== ! I SIDE; f USING WOO E • • • • • • • • • ' ngr. DR. LJASAYQ4• • • • • e • . • • • • STf(UCTUIES D(IG"1 R" ED a n FLA PE 16957 0 "itb n r .. .. S EP 1 2 2 808 � • � WOOD BUCKS A01" Ql rCGI CORP., MUST SUSTAIN drawing no. .60An IrIP StD- BY.CLA21p1G SYSTEM AND TRANSFER W98 —'1 a� .:. . THEEK ji. q ;ILVI4G •STRUCTURE. sheet 5A of 7 • •• •• • • • •• •• • • f• - PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS C ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0. SHEAR CUP ANCHORS WUH SHEAR CLIP WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. �n WIDTH HEIGHT EXT.( +) /INT.( -) EXT:( +)/MCC( -) EXT.( +) /IN .( -) IXf.( +) /MCC (-) WIDTH HEIGHT EXF.( +) /INT.( -) EXT.( +)/INT.( -) EXT.( +) /1NT.( -) EXT.( +) /INT.( -) O t- 3 20' 195.0 195.0 192.0 195.0 19 -1/8' 195.0 195.0 195.0 195.0 F 24' 195.0 195.0 160.0 195.0 26 -1/2" 26" 195.0 195.0 195.0 195.0 eS�W I 28' 192.9 195.0 137.1 182.9 37" 195.0 195.0 143.7 143.7 p a g 30" .36 180.0 195.0 128.0 170.7 19 -1/8' 195.0 195.0 188.4 195.0 d v. 32" 168.8 195.0 120.0 160.0 26 -1/2" 38 -3/8" 191.2 195.0 135.9 181.3 36' 150.0 195.0 106.7 142.2 37' 136.9 182.6 97.4 129.8 0 er 40" 135.0 180.0 96.0 128.0 18 -1/8' 195.0 195.0 190.4 185.0 v M 42' 128.6 171.4 91.4 121.9 26 -1/2' 50 -5/8' 193.2 195.0 137.4 171.7 0 V co 20" 195.0 195.0 164.6 195.0 37' 138.4 173.0 98.4 123.0 0 & a p 24' 192.9 195.0 137.1 182.9 19 -1/8" 195.0 195.0 153.0 195.0 0 O 28' 165 3 195.0 117.8 158.7 26 -1/2" 63" 155.3 195.0 110.4 183.2 o e 30' 4Y 154.3 195.0 109.7 146.3 37" 111.2 194.6 79.1 138.4 LL Z C4 - 32' 144.6 192.9 102.9 137.1 19 -1/8 195.0 195.0 162.2 195.0 Q W 74 -1/4' W 36' 128.8 777.4 81.4 121.9 26 -1/2' 164.7 195.0 117.1 187.4 40" 115.7 154.3 82.3 109.7 42" 110.2 146.9 78.4 104.5 O w 20' 195.0 195.0 192.0 195.0 a 24" 195.0 195.0 160.0 195.0 �$ � 28" 192.9 195.0 137.1 171.4 N 30 "" 180.0 195.0 128.0 160.0 a , ^ 3 0.' 166.6 195.0 120..0. 150.0 I TYPICAL ANCHORS SEE ELEV. FOR SPACING O w 36 150.0 187.5 106.7 133.3 Iy. 0.a' 135.0. 168.6 96.0 120.0 1 J4" DI& KWIK - CON It BY 'HILTV (Fu KSI F KSI) � .� c � 42' 128.8 160.7 91.4 114.3 I 1 /A* DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy=155 KSI) � � h 20' 195.0 195.0 170.7 195.0 t�f to r 24° 185.0 185.0 142.2 195.0 Q INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 5 N M 28" 171.4 195.0 121.9 182.9 1 -3/8' MIN. PENETRATION INTO WOOD M b M 30' 160.0 195.0 113.6 170.7 THRU 1 BY BUCKS INTO CONC. OR MASONRY `i �':ic! 32' 150.0 195.0 106.7 160.0 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 36 133 3 195.0 94.8 1422 R3 5 Q 40' 120.0 180.0 85.3 128.0 a DIRECTLY INTO CONC. OR MASONRY to 0- 20 , 42' 114.3 171.4 81.3 121.9 1-1/4 MIN. EMBED INTO CONC. OR MASONRY 20' 195.0 195.0 153.6 195.0 Pf #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 180.0 195.0 121.0 1910 INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 28' 154.3 195.0 108.7 164.6 Ba INTO METAL STRUCTURES 30" 144.0 195.0 102.4 153.6 STEEL : 12 GA. MIN. F Y = 3& KSI MIN. ) 32' 135.0 195.0 96.0 144.0 ANCHORS 1/Q SHEAR_ ANCHORS 1PITII SHEAR r1.m ( 120.0 180.0 85.3 128.0 ALUMINUM 1 /8" THK. MIN. (6063 -T5 MIN.) 0 36' 20' 195.0 195.0 174.5 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 24' 195.0 195.0 145.5 195.0 MCAL EDGE DISTANCE °T 21 66" 175.3 195.0 1247 174.5 INTO CONCRETE AND MASONRY = 2 --1/2" MIN. 30' 163.6 195.0 116.4 162.9 INTO WOOD STRUCTURE = 1" MIN. M o g 32' 153.4 195.0 109.1 152.7 INTO METAL STRUCTURE = 3/4" MIN, 173 o v o e 4 20 195.0 195.0 163.0 1861 CONCRETE f c = 3000 PSI MIN. � � 24` 187.5 195.0 133.3 186.7 s • • •28� • 9 72'• • 160.7 195.0 114.3 7 60A MASONRY f m - 1500 PSI MIN. • • • i�� 0 i e i i • • 150 195.0 106.7 149.3 • . `32` • • e s s • • 440.6 195.0 100.0 140.0 STRUCTURES �� I�IDaI�Y �>lIS� a � 20' 195.0 195.0 147.7 195.0 's Gina � Fb 2 . 35 sdftce& 4' " .1 195.0 123.1 195.0 FLA. 16557 ••• • • 28 48% ••�6 CAN. 48% 195.0 105.5 168.8 �� /✓ N� • D p/ , • • SO' • • ` • 195.0 88.5 157.5 •`� 20" 0 ` • `` 266 195.0 164.6 195.0 drawing no. **240 0 • f�4" : .• 0` • 195.0 137.1 195.0 Tl W9 8 - 100 28 i • • 1415.3 1957.6 176.3 & 7 • • i ! �e • • .0 11 311e8t Of • PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS F ALUMINUM BUCK OF ALUMINUM BUCK • INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEEfs 3 THRU 6 FOR WINDOW CAPACITIES I USE L VALUES. LOWER APPLICABLE a p WINDOW DIMS. W EXT. { +) WINDO DIMS. EXT: { +) Z WIDTH HEIGHT INT. ( -} WIDTH HEIGHT INT. { -) 0�.. 20 195.0 19 -1/8' 195.0 �: W 24" 195.0 26 -1/2' 26' 195.0 .. 28" 19&0 37` 195.0 30" 194.4 19 -1/8" 195.0 32" 182.3 26 -1/2' 38 -3/8" 195.0 fi a 36" 162.0 37' 120.0 V a 40" 120.0 19 -1/8' 195.0 �0, a 8 42" 120.0 26 -1/2 50 -5/8' 195.0 t 1 1 0 CL it d 20" 195.0 37' 120.0 1 ! 1 0 aii t z 24 195.0 19 -1/8" 195.0 1 28" 178.5 26 -1/2' 83" 120.0 I I z M s r I I I 30 42 , 188.8 37" 117.0 1 I I ,W t8 32" 120.0 19 -1/8" 74 -1/4' 120.0 1 I 1 Q M rl '� 36" 120.0 26 -1/2 90.9 40' 120.0 3 42 119.0 #14 SMS J14 SMS O in AT JAMBS 17" O.C. MAX. AT JAMBS 20' 195.0 AT 8" FROM ENDS tn.3V1J AT 8" FROM ENDS " 17 O.C. MAX. � rs 24 195.0 y 24" O.C. MAX. AT HEAD /SILL N 24" O.C. MAX: AT HEAD /SILL 28 " 120.0 30" 48 , 120.0 .\ i t W 32' 120.0 g V� 36 120.0 •` \ j} �- 40 120.0 M 19 N o 42" 120.4 N 20' 195.0 a e 1 24" 195.0 m. a . .. ' 4 o a a,' 28' 120.0 : o d d, 1 I /4" DIA. KMK- CON /ULTRACON # 14 SMS I �3 Cy g 30. ° 54' 120.0 _a 1 -1/4" MIN. CONC. EMBED 1 -1/2" MIN. WOOD EMBED w o •• 32' 120.0 AT 6" FROM ENDS AND AT 6" FROM ENDS AND [ uj O g 2 1/2' MIN. 17" O.C. MAX. AT JAMBS 17 O.C. MAX. AT JAMBS N r `� 38" 120.0 EDGE DIST. 24' O.C. MAX. AT HEAD /SILL t' MIN. j 24" O.C. MAX. AT HEAD /SILL 40' 120.0 42" 120.0 20" 195.0 INSUITION TYPE' INSTA ,(,1 ON TYPE '6' 24' 120.0 20Y WOOD BUCK OR WOOD STRUCTURES 28" 60 . 120.0 30" 120.0 TYPICAL INSTALLATION DETAIL o 32 . 120.0 36" 120.0 ON ALL FOUR SIDES&SING _ALUMINUM BUCK SYSTEM 20' 169.0 24' 120.0 28' 66' 120.0 2.500 C m 30` 11& 2 .845 .065 o u 32' 112.2 .065 .592 p 20" 120.0 C • • • " 0* • • 0* 0* • 109.3 .562 1.125 •• • 0*2W P 0* 0* 0*721• • 95,3 • • • • • • • 1.438 N • • • • 30"�s • • • • • • 89.$ I EnW" STRUCTUR JNMA triYtriY P'$�$3mgJC'lE' jdt�V N 32 85.0 .125 .903 l� FLA. PE I M5 N • • 2(r • • • • •101.3 CAN. 3538 • ALUMINUM BUCK OP110NAi COVER !3 • • 24 "• • • • • 85,4 SE 0* 0* • 28 • 0* • • • + • l4.3 6083 -T8 6063 -T6 2 2008-- Lot • drawing no. 20' 80.8 2 4" d W98 -100 ++ sheet 7 of 7 MIAMaaADE MIAMI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.m"dade i!ov/buildinacode CGI Windows & Doors 10100 NW 25 St. Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ' may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W99 -10, titled "Series -238 Aluminum Fixed Window ", sheets 1 through 12 of 12, dated 02/19 /99 with revision F dated 10/07/08, prepared by Al- 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 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 1hgll�e ^ilable for inspection at the jab site at the request of the Building Official. This tOA *reams �If fcpews NOA # 08- 1010.01 and consists of this page 1 and evidence pages E-1, E-2 pad d t:,3,�&8V1tsWvval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • NOA No. 08- 1114.06 . o ; Expiration Date: October 26, 2013 • i Approval Date: February 18, 2009 Page 1 ... . . . . ... . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W99 -10, Sheets 1 through 12 of 12, titled "Series -238 Aluminum Fixed Window ", dated 02/19/99 with revision F dated 10/07/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 5) Large Missile Impact Test, per TAS 201 -94. 6) Cyclic Wind Pressure Loading, per TAS 203 -94. along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL- 0080 - 0301 -07, dated 10/13/06 for specimens J, K, L, M, N & P and HTL-0080- 0905 -06, dated 10/13/06 for specimen H, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL- 0080 - 0301 -07, dated 09/21/07 for specimens A & G and HTL- 00804905- 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum project -out window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2144 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. 0 0 0 *0 adoug xvitk- installation diagram of an aluminum fixed window, prepared by Hurricane '.::T'es� � � 1atory, Inc. Report No. HETI -07 -4287 dated 07/17!08, si and sear by • : 't�ftW4oT.'Font, P.E. so: Manuel P.E. •.• ••• 00 Product 1 er • ; .' . • • • NOA No. 1114.06 • ;. . ' Expiration Date: October 26, 2013 • • Approval Date: February 18, 2009 E -1 . . OV • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI - 074298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 7. Test report on: 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, Test Report No. HTL -0080- 1107 -98, dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 8. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL- 0080 - 0203 -99 & HTL- 0080-0606 -99, dated 11/29/99 for specimen #1, 2, 3, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 9. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL -0080- 1127 -98, dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 1928.03) 10. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram alum. fixed, casement and project -out windows, prepared by American Test Lab of South Florida Test Report No. ATI,-1209A1 -94, dated 2/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA# 06- 0928.03) (For Reference only). 11. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 Along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL- 0080 -0303 -96, dated 03/06/96 for specimen #1, 2,3 & 4 and FTL -1041 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) (For Reference only) • .(Fars <*Pence only). (Submitted under previous NOA# 01- 1002.03) . . ........ .. ... .. . .... Z' Manuel Per . ... ... ... . • Product Control ExkiWher • .' :.. NOA No. 08- 1114.06 • � • .. . . • Expiration Date: October 26, 2013 • • Approval Date: February 18, 2009 E -2 •.• . • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMJTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 08/30/06,11/29/07 and 11/06/08, all signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 064216.06 issued to Solutia Inc. for their "Saflex HIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance w/ FBC -2004 and 2007 dated 10/01/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 08- 1010.01, issued to CGI Windows & Doors for their Series 238 Aluminum Fixed Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. ....... .. .. ..... ...• • 00 0 '. Manuel Per ... 0: 0 0 Product Control E • r . .' ... NOA No. 08-10 .O1 . • ' Expiration Date: October 26, 2009 .�. �. Approval Date: February 18, 2009 E -3 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WINDOW WIDTH rt GENERAL WINDOW SECTION V J . _FLANGE FRAME I VENT WIDTH WW -Z" z r 1 D .L. O7G. 0 i r 6" MAX. TYP. I J a { HEAD /SILL 7 A CORNERS O W I8 ta A AT EACH END AND a • f 2 8 18" O.C. ON SHORTER SIDES i I 20" O.C. ON LONGER SIDES 1 r m V p ' M W 3 w 1i= z 2W N h 1 i �� 1 i {y 6 a it Ir Ti ii rr 3 n U II I r Z I -_ -_ - -__ _- SURFACE APPLIED i i 11 FALSE MUNTINS a FOR GLASS TYPES OPTIONAL (n y — — x � � REFER TO 0 SHEETS 3 THRU 6 2 p m o ZD 18" MAX. _ C,4 X h 1 7 2 3 D.L. OPG. DJ- OPG, 2 1/2' N rn TYPICAL ELEVATION oQ 1' VENT WIDTH VENT WIDTH 1' (FLANGE FRAME) N Z Z WINDOW WIDTH o. WINDOW WIDTH to p .J C3 W C? EXTERIOR MAX. ANCHOR SPACING TO BE AS FOLLOWS w C9 0 17" O.C. ON LONGER SIDES U '' 18" O.C. ON SHORTER SIDES � � 1 FOR MULLION /MULTIPLE UNITS, REFER TO 3 SEPARATE CGI MULLION N.O.A. 8 2 0 °° a v 7 NOTES: o 0 o c8 a INSTRUCTIONS: =� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. c ' a o .: I 1 SHUTTERS ARE NOT REQUIRED. ° a USE CHARTS AS FOLLOWS. REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING � o ° o HIGH VELOCITY HURRICAN ZONE (HVHZ). c STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ON WIND VE1QC IIY $WG. HEIGHT, WIND ZONE _ .. ..• U;I4 4ftCAME�ASCE 7 STANDARD. LOADS TO THE STRUCTURE. o I • i • • • • • • IT6 Engr. DR. MU*KMUN FAROOQ C10a v . SSE 1,� Qt1 jHE 4 THRU 6 FOR DESIGN LOAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS s�RticTORES • r rOF 61E91REfl•GLASS SIZE/TYPE. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. PF. # 1667 =eel. .7 with the Fb N • • • • • STEP 3 USING CHART ON SHEETS s & 10 SELECT ANCHOR OPTION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ::•• ; !� �// �fi A a � 3 Lj WITH DESIGN RATIVG MORW THAN DESIGN LOAD SPECIFIED ARE NOT PART OF THIS APPROVAL yS�in'�'> + �.� �° c's • • • •' • IN • •1. �... • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �U� L ;9 :S P:4 -IF A1UMIRU MCR �lli IS USED USE CHART ON _- ing no. ; IS $a8 .;tea 'a.ttfC3 SH£ T 1. & 1 2 TaDETirRMINE CAPACITY MATERIALS INCLUDING BUT NOT UNITED TO STEfL / META L SCREWS THAr coME INro 1 ' 9 --10 I STEP 5 THE LOWEST VALUE RESULTING FROM. STEPS 2, 3 AND 4 OF CON TACT WITH FLORIDA BL DG. M ATERIALS E SECTION 2003 8E4 THE REQUIREMENTS ' SHALL APPLY TO E�7IT1RE sheet of 12 0 - =- , � a '' _._. ._•. m--f! Diem alI-AlAk " 0 W w U a 6" MAX. TYP. c A 0 O IL O �+ 08 C f O�a'c O �y . 0 ii 26 tV d ; _ o J z MAX. ANCHOR SPACING TO BE AS FOLLOWS W ° o e� 17" O.C. ON LONGER SIDES N U o o 18" O.C. ON SHORTER SIDES W ••• •.• • • • • Z • • SURFACE APPLIED C A.N. 3538 A FALSE MUNTINS • UPTMNAL ul (n w • 0 E: Cj m �� 7 2008 d NM r C14 Z �' I MAX. ANCHOR SPACING TO BE AS FOLLOWS W ° o e� 17" O.C. ON LONGER SIDES N U o o 18" O.C. ON SHORTER SIDES W DR. ifli WOUN FAR000 ••• •.• • • • • e ••• • • C A.N. 3538 A Amp • •• •• 0 • DR. ifli WOUN FAR000 srRUCTURES m mcawfiftwithim FLA. PE " t 6557 c code C A.N. 3538 A Amp 7 2008 2 TYPICAL ELU ON (EQUAL LEG FRAME) EXTERIOR 2625 2,625 2.075 f.757 V U .768 O 1 5 b25 _ i 1.90D L307 �09noTyp- Z h i� L875 Q I 2.625 2.625 2.215 720 2.485 7 ' 1.438 � O 0 U L r 1 .080 TYP. Q U 1.222 0 1 CORNER KEY CORNER KEY C .060 THICK ST. STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16 LAM. GLASS) O 0 Q ¢ $ j 1.757 t9 2.075 Q .768 � � � 3 �°, _ .090 TYP. V„ 2 .: 1.057 1.875 ,;� 3 C _< j o k 720 W 2.465 2.715 --� L438 VENT" CORNER .0801YP. o c] to z � 1624 to VENT (INSUL. LAM. GLASS) w EQUAL LEG FRAME x tl: 1.757 Q W ALL FRAME AND VENT CORNERS TO BE LE SEALED WITH GE SIL.PRUF OR EQUIV. .090 TYP. •�� N ITEM PART QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1.875 - IL M 5 1 CGI - 373 4 FLANGE FRAME 8063 -T6 INDALEX OR EQUIV. -ZJ 720 0 N to CGI -397 4 EQUAL LEG FRAME 6083 -T6 INDALEX OR EQUIV. L �nn �� 1,438 "" 4 ' 04 Z Z 2 CGI -378 4 VENT (5/18 LAM. GLASS) _ 6063 -T8 INDALEX OR EQUIP. I ^ 29 CGI -381 4 VENT (INSUL.. LAM. GLASS) 8063 -T6 INDALEX OR EQUIV. � Q 4 2C CGI -385 4 VENT (7/16' LAM. GLASS) 6063 -T8 INDALEX OR EQUIV. L347 W C9 00 3 CGI -375 4 OGLE GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. V " 3A CGI -396 4 SQUARE GLAZING BEAD 8063 -T5 INDALEX OR EQUIP VENT (7/16 LAM. GLASS) 4 - 4 .060 THICK CORNER KEY ALUMINUM - 754 5 - 8 .080 THICK CORNER KEY ST. STEEL - / 8 AP -425 A5 REQD. FRAME WEATHERSTRIPPING - ULTRAFAB/SCHLEGEL 4 Q y 7 0200 X190 AS REQD. VENT WEATHERSTRIPPING SCHLEGt:I. Q -LON ,830 a $ - AS READ. VENT SCREWS 0 20' O.C. LONGER SIDES, 18" O.C. SHORTER SIDES - #10 X 1" Ss SMS c g 9 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1 -1/4" SS SM5 1 .617 � I r I I CGI -375: OGEE GLAZING STOP i .753 I cm 808 .830 o c N o 817 0, • • •• CGI -396: SQUARE GLAZING STOP • 0 • • i i • I Engr. DR. HUMAYOUN FAROOQ wF B a • • i i • 0 11 4•. ., .arks • • • • • • • • • STRUCTURES g > «.• : 1 a • • • • • • F1A. PE # 165.57 o • • • • • • • C.A.M. 353$ • ••• ••• ••• • • .t • ; . FRAME • • . drowing no. , •• •• • Q 0 ? 200 8 r:t t.�:y ... �;Q� W99 -10 sheet 3 of 22 1/8" ANN. GLASS 3/16" ANN. GLASS 3/16" NEAT STREN'D GLASS v a ' .090 INTERLAYER 090 SAFLEX PVB BY 'SOLUTiA' �--- .090 SAFLEX PVB BY 'SOLUTIA' INTER SAFLEX PVB BY 'SOLUM' LAYERS 075 YANCEYA STORMGLASS BY 'SOLUTTA' INTERLAYERS +- .075 VANCEVA STORMGLASS BY 'SOLUTIA' rn 090 SENTRYGLAS PLUS BY 'DUPONT' I- .090 SENTRYGLAS PLUS BY 'DUPONT' Z n J 1/8 ANN. GLASS 3/16" ANN. GLASS >- W " SILICONE f 1- r3 /16 HEAT STREN'D GLASS C GE -1200 SILICONE ; 1 SQUARE BEAD a C 4 a ( DOW 995 GE-1200 E H SILICONE OPTIONAL IL -^ i DOW 899 i DOW 995 cu't � GE- 200 ALL GLASS TYPES it O v 1 DOW ' DOW 899 I + , DOW 899 a >M e� I 5/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL O IL a a eg g I GLASS TYPE GLASS TYPE '2' GLASS TYPE '3' '6' C .6 N ca m tLZ = r p i J n � y d W 1- PERFORMANCE YALVM VF tkPACT RESISTANT WINDOWS REFER TO SHEETS 77M 12 FOR WAUATION DETAILS 3 N WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' O � +� m KDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. z I 19 - 1/8 ° 110.0 195.0 110.0 195.0 114.0 195.0 26 -1/2" " 110.0 166.2 110.0 195.0 110.0 195.0 X U a 37" ° 110.0 166.2 110.0 172.5 110.0 195.0 v 53-1/8" 110.0 120.0 110.0 148.2 110.0 0 ? 0 19 -1/8 110.0 195.0 110.0 195.0 110.0 195.0 0 26 -1/2" 110 Z N . 163.0 110.0 167.7 110.0 195.0 38 -3/8° N M S 37 110.0 116.8 110.0 151.9 101.8 180.5 53 -1/8 84..7 84.1 108.8 118.7 1Q8.8 118.7 Q I [� 19 - 7/8" 110.0 185.7 110.0 787.6 110.0 195.0 M co J N Z Z u- 26-1/2 - 50 -5/8" 110.0 131.2 110.0 148.7 110.0 195.0 W § O 37" 95.0 95.0 110.0 120.0 710.0 120.0 o v _ 53 -1/8 67.9 67.9 85.3 85.3 85.3 85.3 IW U OOV 19 -1/8 110.0 177.5 110.0 179.4 110.0 195.0 28 -1/2 ° " 102.7 102.7 110.0 t2d.0 110.0 120.0 37 70.5 70.5 102.1 111.3 102.1 111.3 53-1/8" 57.7 57.7 81.3 81.3 81.3 81.3 w ' 19 -1/8 110.0 120.0 110.0 174.6 110.0 195.0 u, 26 -1/2° 74 -1/4" 89.8 89.8 110.0 120.0 110.0 120.0 37 56.9 56.9 90.0 90.0 90.0 90.0 c �, 53 --1/8 - - - - 70.0 70.0 y , H v S z b c m 0 Q m O m N � O O O o • • Engr. DR. HUMAYOUN FAR004 • .,`,. � • • • i ` • i ` • i • • • STRUCTURES • • FLA, PE # 16557 CAN. 3538*r • • • • • • ` ` ` drowin no. m W99-1 0 ... . - 3 v 0 � 2008 • • • . • . (sheet 4. of • • • • • • • • • • S PERSORMANCE VALUES OF TMPACr RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PEMRKANCE VALUES OF DeACT RESMTAM WRMWS �U V REFER TO SHEETS 7 THIN 12 FOR WMIA1ION OET7JIS REFER TO SHEETS 7 POW 12 FOR MM.LAUM MAILS REFER TO SHEETS 7 THRO 12 FOR BOlAt1AWN UMMS O WINDOW DIMS. GLASS TYPE 1 2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. CLUE TYPE 1 2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIME. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' 1 WIDTH HE]C41T EXT. ( +) I 1W. ( -) EXT. ( +) 1Nr. ( -) EXT. ( +) TNT. ( -) W@TN HERDIT Off. ( +) TNT. ( -) EXt. ( +) 1W. ( -) DIG ( +) IMT. ( -) WHYH HEIt U EXr. ( +) TNT. ( -) EXr. ( +) TNT. ( -) EXT. ( +) mr. ( -) 24 110.0 180.0 110.0 181.9 110.0 198.0 24" 110.0 120.0 110.0 151.6 110.0 195.0 24" 110.0 114.4 110.0 120.0 110.0 12MO NOTE: w 30' 110.0 144.0 110.0 188.3 110.0 195.0 30' 91.2 91.2 1100 1204 1104 120.0 • 65.7 65.7 90.0 90.0 90.0 sob LOAD AREA LIMITS 0 m J 36' 1104 120.0 110.0 161.7 104.7 185.5 36 78.9 76.9 108.9 115.5 10" 115.5 36' 48.6 48.8 904 90.0 90.0 90.0 FOR +110, --1 PSF = 10.0 SO. FT. F Q 42 110.0 120.0 11010 120.0 110.0 120.0 42" 67.9 67.9 900 no 104 90.0 42 - - - - 900 90.0. +110, -120 PSF = 16.3 SQ. FT. 48" 104.8 104.8 110.0 12MO 110.0 12MO 4a• 884 85.0 90.0 90.0 no 90.0 48 - - - - 70.0 lad +90, -90 PSF = 24.0 SQ. FT. W 88.3 8843 110.0 120.0 110.0 1210 Be 60.2 80.2 so.0 80.0 no 80.0 54" - - - - 70.0 70.0 +70, -70 PSF = 35.0 SQ. FT. 0 � M U 57" 81.9 81.9 108.3 118.1 108.3 118.1 57• 57.6 57.6 75.8 754 78.8 78.8 57' - - - - 704 704 +50, - 50 PSF = 45.0 SO. FT. d X 60' 36" 76.9 76.9 106.9 115.5 108.9 118.5 80 Go " - - - - 72.0 72.0 Go. - - - - 70.0 70.0 0: Q >z 63' 72.5 72.5 103.7 • 113.2 103.7 .113.2 or - ^ - - 70.0 70.0 Sr - - - - $0.0 50.0 0 V a 86 88.5 65.5 90.0 90.0 90.0 90.0 88' - - - 70.0 70.0 68' - - - - 50.0 50.0 V C 69• 64.5 64.5 90.0 90.0 90.0 90.0 &9" - - - - 70.0 70.0 89 - - - - 50.0 50.0 Q* 0 > M p I 72" Sag 60.9 90.0 904 90. ga d 72' - - - - 70.0 70.0 72' - - - - Sao 50.0 0 a. Q O ct 75 57.8 57.8 90.0 90 90.0 90.0 75 - - - - 70.0 70.0. 75' - - - ^ 50.0 504 0 43 1� 78 55.0 55.0 90.0 90.0 90.0 904 78• - - - - 70.0 Tao 24' 88.6 88.8 110.0 120.0 110.0 120.0 it 0 ro l b4 48.8 48.8 90.0 90.0 904 90.0 84' - - - - 70.0 70.0 38' 43.0 43.0 90. 90.0 no 90.0 1 z ra s S7' 4 7.0 47.0 90.0 90.0 90.0 90.0 87" - - - - 50.0 50.0 42" - - - - 70.0 70.0 ,, j p �m�ryry _Q y 24" 110.0 188.0 110.0 189.7 110.0 1954 24' 110.0 119.6 110.0 120.0 1104 120.0 48' - - - - 70.0 70.0 WDW. WIDTH Q W ri � 30' 110.0 144.0 110.0 150.9 110.0 1954 30" 81.8 81.8 110.0 12x.0 110.0 120.0 54' - - - » 50.0 80.0 38 110.0 120.0 110.0 120.0 110.4 120.0 38' 88.5 68.5 904 90.0 90.0 90.0 57' - - ^ - 50.0 50.0 42" 102.9 102.9 110.0 120.0 1100 120.0 42 60.2 60.2 90.0 90.0 90.0 no 60' - - - - 50.0 50.0 48 87.2 87.2 110.0 T2oo 11ob 120.0 48• 57.0 87.0 90.0 90.0 Sob n or - - - - 50.0 504 co 54" 78.9 78 9 103 8 113.4 103 9 11&4 4 S4 - - - - 80.0 80.0 88' - - - - 50.0 50.0 57' 72.2 72.2 90.0 90.0 90.0 90.0 57" - - - - 70.0 70.0 24" 70.4 70.4 90.0 _ 90.0 90.0 90.0 so" 42" 67.9 67.9 no 90.0 90.0 90.0 80' Be . - - - - 70.0 70.0 30" 56.4 56.4 90.0 90.0 90.0 90.0 Lu or 83A 83.9 no 90.0 90.0 904 83' - - - - 88.8 88.8 38' - - - - 70.0 70.0 x � v 88' 602 60.2 90.0 90.0 90.0 90.0 88' - - - - 88.5 85.5 42" - - - - 70.0 70.0 3 � 0 4j ! 89' 553 55.3 90.0 Sao 90.0 90.0 89" - - - » 85.5 85.5 ,S• 108• _ - - - 504 50.0 Q g 72" 31 32.0 90.0 90 0 90.0 90.0 72" - ^ - - 85.5 88.8 54• - ^ - - 50.0 50.0 z 1n 75' 49.1 49.1 904 90.0 90.0 90.0 75' - - - - 85.8 85.8 57 - - - 50.0 50.0 4 N 78' 46.7 46.7 88.4 88.4 90.0 90.0 78" - - - 50.0 514 60 - - - - 504 50.0 F r 0 WINDOW LENGTH (q ,c) 81 • 44.8 44.8 85.4 85.4 Sao 90.0 81 • - - - - 50.0 50.0 24 59.5 59.5 90.0 90.0 90.0 90.0 d �' C-4 M a4 - - - - gad 90.0 84' - - - - 50.0 50.0 30" - ^ 90.0 90.0 87" - - - - 70.0 70.0 87' - - - - 50.0 50.0 38' - - - - 70.0 70.0 K) �! 24' 110.0 1 60.0 110.0 161.7 110.0 195.0 24• 110.0 111.5 110.0 120.0 110.0 120. 42• 12W - - - - 70.0 70.0 _Z Z ^ 30' 110.0 1 11 0.0 141.1 10.8 2 191.8 30" 77.0 774 110 120 0 11 120.0 48 - - - - 5a 504 i 3 Q 38" 104.8 184.8 110.0 120.0 110.0 1204 36 60.9 80.9 90.0 90.0 90.0 90.0 54 - - - - SO.O s.0 . - 42' $7.2 87.2 110.0 120.0 1104 120.0 42• s2.o 524 90.0 90.0 90.0 90.0 20." 48.9 48 9 90.0 90.0. 90.0 no W 48' 77.3 77.3 11010 120.0 110.0 120.0 48' 50.8 50.8 85.5 a" 90.0 904 30• - - - - 70.0 70.0 54" 89.8 69.8 90.0 90.0 90.0 90. 54' - - - - 70.0 70.0 36' 132" - - - - 70.0 70.0 57" 06.3 88.3 90.4 904 904 90.0 57• - - - - 70.0 70.0 42 - - - - 504 80.0 80• 65.0 65.0 904 90.0 90.0 90.0 6o" - - - - 70.0 Tao 48 - - - - 88.8 88.8 24' 41.3 41.3 80.0 Sao 90.0 90.0 &7.8 60.8 90.0 90.0 90.0 90.0 83' 50.0 50.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 63" 48" 72" VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE � I » - - - � 86• 57.0 57.0 90.0 90.0 90.0 no 68' - - - - 65.8 88.8 30 - - - - 70.0 70.0 69 . 144' 53.6 89.8 89.8 90.0 904 89 - - - - 82.8 62.8 38• 144' ^ _ _ _ 50.0 50.0 c 72 50.6 50.6 85.5 65.5 904 904 72• _ _ _ _ 504 804 42 - - - 50.0 504 0 ° 75" - - - - 90.0 sob 75- _ _ _ _ 50,0 50.0 24" - - - - 70.0 70.0 i= 0 U 78 - - - - 704 70.0 78' - » - - 50.0 Sao 30' 158• - - - - 70.0 70.0 V 81" - - - - Tao 70.0 at* - - - - so .0 sao 36' - - - - 50.0 50.0 a ° z - 70.0 70.0 84" - - - - sa 0 50.0 - 704 704 87' - - - - 50.0 50.0 20." 110 142.2 110.0. 1 155.9 110.0 195.0 24" 108.1 108.1 110.0 120.0 11 120.0 C c 3d" 10313 103.3 110.0 120.0 110.0 120.0 30• 70.2 70.2 110.0 120.0 110.0 120.0 p v r o a 38' 883 88.3_ 110..0 120.0 110.0 120.0 38' 55A 8540 90.0 90.0 no 90.0 NOTE: j d 42 7 &9 76.9 103.9 113.4 103.9 113.4 42 46.7 48.7 88.4 88.4 no 90.0 GLASS CAPACITIES ON THIS SHEET ARE c m o ut 48' 89.8 69.8 Sao 90.0 90.0 90.0 0.a• - - - - 70.0 70.0 BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 54' 67.4 87 80.0 80.0 80.0 80.0 54 - - - - 70.0 70.0 , 0157-00 i i 83.7• 88.7 80.0 80.0 80.0 80.0 57 - - - - 70.0 70.0 s w •• • eog Sob 80.0 80.0 80.0 60' - - - - 70.0 70.0 Engr. DR. HUMAYOUN FAROOQ m a Q • • Vie 78' STRUCTURES • • �. • • i • i 3'7.1 • a& Sao BOA no 80.0 BY - - - - 8&8 88.8 F44 PE p 165$7 50.0 50.0 C.A.N. 3938 $8 - - - - $0.0 80.0 86' - - - - 68' - - - - 70.0 70.0 69" 50.0 sob 7 * • • • • • •' • - - 70.0 70.0 72' - - - - 50.0 50.0.0 75 0. • . • • • • • - - 70.0• Tao 7S - - - - 50.0 50.0 • 78% • i • • i • • - - 70.0 70.0 78' - _ _ _ 5 0.0 50.0 � �- --- -�' • P . • •- - - - 81• - _ _ _ ' �i({,t ° � j""d W99 - 1 r Qwlng 0 na. • 70.0 70.0 50.0 50.0 1Vo 0 b0�lrwa - tE 81 84 - - - - 70.0 70.0 S ,r, 87' - - - 700 70.0 S heet O 12 S 1/8" TEMP. GLASS 1/8' TEMP. GLASS -AIR SPACE AIR SPACE o 1/8" ANN. GLASS 1/8" TEMP. GLASS 0 090 SAFLEX PVB BY 'SOLUTIA' 090 SAfLEX PVB BY 'SOLUT SENTRYGLAS PLUS 8Y IA' DUPONT' Z 3 INTERLAYERS 075 VANCEVA STORMGLASS BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS PLUS BY 'DUPONT' I� O .090 1/8' ANN. GLASS 1/8' TEMP. GLASS SQUARE BEAD t` N SILICONE SILICONE ALL GLASS TYPES O U� GE -1800 GE -1200 O 1L DOW 995 DOW 995 DOW 899 DOW 899 a! a 3/4 INSULATED 3/4" INSULATED v G GLASS TYPE '2A' GLASS TYPE '3A' r+ 0 rx PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS Q w � 1: a rn a REFER TO SHEETS T THRU 12 FOR INSTALLATION DETAIS REFER TO SHEE15 r TF62U t2 FOR IPISTALUQtON OETAII S REFER TO SHEETS 7 THRU 12 FOR INSTAUAIION DETAILS �' 3 Ip WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' NOTE: Q a A WIDTH HEIGHT ( +) 1NT ( -) EXT. ( +) 1NT. ( -} YrIOTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. (+) 1NT. { -} LOAD AREA LIMITS 24" 110.0 180.0 110.0 180.0 24' 110.0 FT 2 SQ -120 PSF 16. . . 151.0 110.0 154.3 19 -1/8 110.0 195.0 110.0 195 FOR +110, -195 PSF = 9.32 SQ. FT. 3p" 110.0 144.0 110.0 144.0 30" 109.7 109.7 110.0 120.0 � N = w 38" 1 f0.a 120.0 110.0 120.0 36" 93.8 93.8 110 0 120.0 26 -f /2" 110.0 166.2 110.0 168.2 +110, uy 26' + 90 ' -90 PSF = 24.0 SQ. FT. o 42° 110.0 120.0 110.0 120.0 42' 81.7 81.7 98.9 102.9 37 110.0 166.2 110.0 166.2 _z M 48" 110.0 111.3 110.0 120.0 48" 54 74.2 74.2 90.0 90.0 53-1/8' 110.0 120.0 110.0 120.0 3 54" 93.8 93.8 110.0 120.0 54" 71.6 71.6 80.0 80.0 19 -1/8' 110.0 195.0 110.0 195.0 57" 87.0 87.0 110.0 116.9 1 57" 67.6 67.6 80.0 80.0 26 - 1/2 ° 110.0 163.0 110.0 163.0 60 " 81.7 81.7 120.0 114.3 60 64.0 64.0 80.0 80.0 38 - 3/8" Ld 63° 36 77.0 77.0 120.0 112.0 63" 80.6 80.6 E10.0 80.0 37" 110.0 116.8 110.0 116.8 66` 72.7 72.7 90.0 90.0 24" 110.0 120.0 110.0 120.0 �" 1/8 89.3 89.3 110.0 112.8 Z N � 1 9 -1/8' 110.0 185.7 110.0 185.7 WOW. WIDTH n 69" 68.5 88.5 90.0 90.0 30" 96.9 96.9 110.0 120.0 26 -1/2" 110.0 139.4 110.0 147.2 = U) to a 72" 64.7 64.7 90.0 90.0 38" 81.7 81.7 110.0 114.3 50 -5/8" :� 3'. N M CO 75" 61.4 61.4 90.0 90.0 42" 60" 72.1 72.1 90.0 90.0 37' 100.9 100.9 110.0 116.8 I 00 0 78" 56.4 58.4 90.0 90.0 48 69.0 69.0 90.0 90.0 53 -1/8 72.1 72.1 85.3 85.3 WINDOW LENGTH N Z Z 81* 53.4 53.4 90.0 19 1 • /1 80.0 8 54' 84.0 84.0 80.0 80.0 / 110.0 177.5 110.0 177.5 c� � o N 84• 51.8 51.8 90.0 90.0 57' 81.2 61.2 75.8 75.8 26-1/2 109.1 109.1 110.0 120.0 _ /ji LLJ 87" 49.9 49.9 90.0 90.0 24" 1100 720.0 110.0 120,0 37" 83" 74.9 74.9 110.0 110.2 $ �%/ W C9 0 p 2 110.0 168.0 110.0 168.0 30A 86.9 86.9 110.0 120.0 53 -1 /8" 61.3 81.3 81.3 81 3 %�� j% z N U O 30" 110.0 944.0 110.0 144.0 36 66' 72.7 72.7 90.0 90.0 19 -1/8 110.0 120.0 110.0 120.0 38` 110.0 120.0 110.0 120.0 42' 63.9 83.9 90.0 90.0 26 -i/2 74 -1/4 1 95.4 95.4 110.0 120.0 42" 102.9 102.9 96.9 102.9 48' 60.5 60.5 90.0 90.0 g 48" 92.7 92.7 96.9 102.9 24" 110.0 118.4 110.0 120.0 37' 6(}.4 60.4 90.0 90.0 N0 w 54" 81.7 81.7 96.9 102.9 30 81.8 81.8 110.0 120.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED v N 57' 42- 76.7 76.7 90.0 90.0 36° 72" 64.7 64.7 90.0 90.0 VERTICALLY OR HORIZONTALLY AS MOWN ABOVE $ 60" 72.1 72.1 90.0 90.0 42 55.2 55.2 90.0 90.0' 63' 67.9 67.9 90.0 90.0 48 53.7 53.7 90.0 90.0 v 66" 63.9 619 90.0 90.0 24" 110.0 114.8 110.0 120.0 69 58.8 58.8 I 90.0 90.0 1 78" 74.6 74.6 110.0 1 11&9 72" 55.2 55.2 90.0 90.0 36 58.4 58.4 90.0 90.0 75' 52.2 52.2 90.0 90.0 4 49.6 49.6 90.0 90.0 NOTE' m 78' 49.6 49.6 90.0 90 .0 24 110.0 12 0.o t 1z GLASS CAPACITIES ON THIS SHEET ARE J BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). ° g �` al 81" 47.6 47.6 90.0 90.0 30" 84` 89.8 89.8 90.0 90.0 •� 24' 110.0 160.0 110.0 160.0 36' 51.6 51.6 90.0 90.0 0 30 110.0 120.0 110.0 120.0 24" 94.1 94.1 110.0 120.0 ti • • • • 10 •o 3s 0 eve 1 11 3 110 120.0 30 96" 81.6 61.8 90.0 Sao lcm • • • • 42" • • • • 1. • 92.7 96.9 102.9 36' 45.6 45.8 90.0 90.0 Engr OR Fli1AIAY0UN FAR Q a , l . O , : s • • • • • • STRUCTURES' r • •48 • i • •: • • 2. • 82.1 84.8 90.0 24" 108" 74 8 74.8 90.0 90.0 FLA. PE # 16557 54" 4R° 74.2 74.2 90.0 90.0 30' 59.9 59.9 90.0 90.0 C.H.N. 3535 a 57" 70.4 7 4 90.0 90.0 24" 120' 63.2 63.2 90.0 90.0 A . • • • 0 89.p� 90.0 90.0 24 9 32" 49.8 49 8 90.0 90.0 1 4 � , 0 • • • 61 • s •• B*.P .$• 90.0 90.0 24` 144° 43.8 43.8 90.0 90.0 -� - ; • �. •• • drawing no. t • 60.5 6C�!5 90.0 90.0 69 57.0 57.0 90.0 90.0 W - 1 0 72' .7 .7 90.4 90.0 • • • • • sheet 6 of 12 nn INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) � iU FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 TYPICAL ANCHORS i m SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION Z {{I TYPICAL ANCHORS TYPICAL ANCHORS 0 Z 1 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING W a SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION METAL Q 2 IL STRUCTURES !!L O O U Ow j 1 3/8• 2 a SEALANT SEALANT _ —� O V h LL IIII I v a "' (( O aaa F4 � m � O I vV v Q o a, 1 MIN v y '� W � a ?' MIN4 �$ 0 1' MINA x ta - - - ------ J0m 2 -1/2' MIN. 2 -1/2' MIN. Q W r� INSTALLATION TYPE, WOOD BUCK TYPE '1 INSTALLATION TYPE '2' WOOD B TYPE '2' M T PRESSURE TREATED MATE PRESSURE TREATED O TYPICAL INSTALLADON _ DETAIL TYPICAL, INSTMLATION DETAIL ATTACHMENT TO z ON ALL FOUR SIDES /USING WOOD ON ALL FOUR SIDES /USING WOOD METAL STRUCTURES °w N ti O a - o III TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS z SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING n o SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION Q (A 3, 1 3/8' rco C3J SEALANT � SEALANT N 3 2i - c7 a s � N U H ♦ x• M •`•1 r" a V v _ 2 7/8' I V a ' a' a a r a' a Q . • a R MIN. v SOCK INSTALLATION 13Y OTHERS a: • ° • ' - BUCK INSTALLATION BY OTHERS c m) ATTACHMENT TO +� " U R 1 " MIN. 1 MIN. O � APPROVED MULLION $ B � v INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTAL TYPE _4' WOOD BUCK TYpE�'4' °J X ATI PRESSURE TREATED MATER PRESSURE TREATED yo TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATIQN DETAIL o $ m�� ON ALL FOUR SIDES f USING WOOD ON ALL FO SIDESJUSING WOOD -5 a o o m c „ d W a •• ••• • • • • • •• ALUM CHANNEL o+ • • • • • • • • ngEr. DR. HUMIAYOUFt FAROM of o • •• • • • • • 3/4" X 1" X 3/4" X 1/8" • • • • • • • • • • • 2 -1 /2" LONG STRUCTURES a • • • • • • • • • FLA. C.A.N. E 16557 • • • • • • • • • • • AT ANCHOR LOCATIONS rN• 3$38 ptp = •: "' a 013 � a • • • • • •: : : drawing no. •• ROD EM& - NOT BY. (h' CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER � ALT. AN CHOR HO OC4, AMON W99 0 • TIjEM TO THE BUILDING STRUCTURE. WITH SHEM CLIP sheet 7 of 12 s o • . .... . . . .. .. ... . . . ... . . 6 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) �' FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 TYPICAL ANCHORS t SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION Z TYPICAL ANCHORS TYPICAL ANCHORS METAL Q a a SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING STRUCTURES d f SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION t] U. 1 3/8' t G m I — 11 z z � -1 t Qaa <$ I a i a O C � 43 �p3 ° I a v u v y 2 1/8' $. MIN. . (3 m .I ` 1 MIIV. d w 0 1 ° -MIN. 2 -1/2 MIN. 2 -1/2 MIN. O � tn INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION T P '2' WOOD BUCK TYPE '2' z I WkTER PRESSURE TREATED M PRESSURE TREATED cl ,n TYPICAL INSTALLATION DETAIL �JCAL INSTALLATION DETAIL ATTACHMENT TO x Ix ra � ON ALL FOUR SjDES USING ,WOOD ON ALL FOUR SIDESaSING WOOD FETAL STRUCTURES ow .. 2 0 z T w TYPICAL ANCHORS 4 3: N M TYPICAL ANCHORS TYPICAL ANCHORS SEE E. FOR SPACING Q SEE SHH n EET 9 FOR DESCRIPTION M3 p SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING CV SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION I z z LL_ ^ i 3 0 1 i l� T O J M Q v 1 3/8' w v o 0n 0 2 7/8' ° e a Q p 4 d 2 1/8' MIN. A Z1 CHMENT TO � a ° -BUCK INSTALLATION BY OTHERS o ° BUCK INSTALLATION BY OTHERS m APPROVED MULLIONS - 1 a MIN. 1 MIN. w m � ,INS-TALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' 0 0 MATER • IA,, PRESSURE TREATED MATER, PRESSURE TREATED c " ••• TYPICAL I DETAIL TYPICAL INSTALLATION DETAIL - • • • • FOU SIDESaSING WOO ,Q ON ALL FOUR SIDES &SANG WOOD t ra A Engr. DR. HUMAYOUN FAROOG • • • • • • • • • STRUCTURES pA.v #i,• .. a }4 t g' iv • • • • • • • • • FUL PE f 1057 CAN. 3338 tt}OD EMIZ'STIOT 81* C'�J•CORP., MUST SUSTAIN i drawing no. • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER , W99-1 • THEM TO THE BUILDING STRUCTURE. UV �� sheet $ of 12� • • • • • • • • • • PERFORMANCE VALUES �y � OF INSTALLATION ANCHORS REFER TO SHEET 7 & 8 FOR DETAILS 0 ANCHORS ANCHORS WrMOUT WWrM WINDOW LENGTH Z WINDOW �- DIMS. SHEAR CLIP SHEAR CLIP i Z N 1 EXT. { +) EXT. ( +) S ;� /� o a s o WIDTH HEIGHT INT. ( -} INT. { -) i � O ° v 19-1 195.0 195.0 �i %/% 3 0 W 26 -1/2" 26 " 195.0 195.0 C LL 37' 195.0 195.0 0 't 53 -1/8" 195.0 176.7 0 Q N9TE: 19 -1 /8' 195.0 195.0 WIDTH AND 0' LENGTH DIMENSIONS CAN BE ORIENTED O w;,.- Q 28 -1/2" 195.0 195.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 0 jL `� M t3 `� 37 " 38 -3 / 8" 195.0 188.0 INTERPOLATION BETWEEN SIZES ALLOWED. 53 -1/8" 195.0 141.5 N 19 -1/8" 195.0 195.0 µ y S 26 - 1/2' -5 195.0 186.1 d W t�+ j 37" 195.0 155.1 53 -1/8" 184.1 130.9 19 -1 /8" 195.0 180.4 p W 26 -1/2" 63' 195.0 139.8 z in 37" 157.4 111.9 4M W s 53-1/8' 133.9 95.2 a 19 -1 /8" 195.0 186.2 X O 26 -1/2' 74 -1/4` 195.0 142 TYPICAL ANCHORS SEE ELEV. FOR SPACING g 0 LLJ 37" 157.1 111.7 ]f4" DIA. KWIK - CON It BY '}�j� (FU KSI, Fy =157 KSI) z z 53 -1/8" 127.9 90.9 'ea � a rn FU =177 KSI, F 155 KSI " INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ¢ pp� N 1 -3/8" MIN. PENETRATION INTO WOOD °Q p THRU 1 BY BUCKS INTO CONC. OR MASONRY I .. cn 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY w o DIRECTLY INTO CONC. OR MASONRY cnn U ° o min 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLlbj a SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') INTO METAL STRUCTURES i STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) R ig ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) ° g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N _TYPICAL EDGE DISTANCE $ INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4 " MIN. o a s 5 N R o 1 � oo CONCRETE f'c = 3000 PSI MIN. m °c m ° W W i MASONRY I'm = 1500 PSI MIN. • • • • • • • Engr. OR. HU MAYOUN FAROOQ ® PRODUCT KWIVMD • MHOIA 170 M A9t .LIP NCHORS WITH SHEAR CLIP FLA. PE f 16557 a�e�SS P c�8S�8I1� � C.A.M. 3538 • . . . f e e e • • �29 drawing no. I re • •e fe • • • • • sheet 9 of 12 • • • • • • • • • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS o REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEEN'S 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS `V � ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS � WITHOUT WITH WITHOUT WITH WITHOUT WITH WITHOUT Wrm Z WINDOW DIMS. SHEAR CLIP SHEAR CUP WINDOW DIMS. SHEAR CLIP SHEAR CLIP WINDOW DIMS. SHEAR CLIP SHEAR CLIP WINDOW DIMS. SHEAR CLIP SHEAR CLIP WDW WIDTH G EXT. ( +) EXT. ( +) Off. ( +) EXT. ( +) t�cr. ( +} NaCi. ( +} EXT. ( +) EXT. ( +) �1 F W 1 ; Cof 0- WIDTH HEIGHT INT. ( -) INT. ( -) WIDTH HEIGHT INT. { -) INT. ( -} in+IDTH HEIGHT INT. ( -) INT. ( -) WIDTH HEIGHT INT. ( -) INT. { -) '4 2 ° 24" 195.0 195.0 24' 195.0 182.9 24 195.0 160.0 24" 192.9 137.1 WINDOW LENGTH O 0 . m U 30" 195.0 195.0 30" 195.0 157.5 3d 189.5 134.7 30' 160.0 113.8 /%• i / a 36" 195.0 195.0 36" 195.0 142.2 36" 166.7 118.5 36" 138.5 98.5 10 42" 195.0 160.0 42" 187.0 133.0 42' 151.3 1'07.6 42" 123.4 87.$ a �/ 48" 195.0 170.7 48' 180.0 128.0 48" 140.6 100.0 48 96" 112.5 80.0 z /// v Q OWM 54" 195.0 142.2 54 177.8 126.4 54' 133.3 94.8 54' 104.3 74.2 0 Q� Q a 57" 184.6 131.3 57' 160.0 113.8 57' 130.7 92_9 57 101.1 71.9 C °� a 6d 171.4 121.9 60" 145.5 103.4 60" 128.6 91.4 60" 98.2 69.8 63° 36" 160.0 113Z 63" 54" 133 3 94.8 63' 72° 127.4 90 3 63' 95.7 68.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Z f ; 66" 187.5 133.3 66" 153.6 109.4 N. 125.9 89.5 66' 93.5 66.5 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE INTERPOLATION BETWEEN SIZES ALLOWED. J 0 11 � � 1 69" 176.5 125.5 69" 142.9 101.6 69' 125.2 8910 24" 195.0 140.0 Q 61 72" 166.7 118.5 72" 133.3 94.8 72" 125.0 88.9 30' 162.6 115.6 75" 157.9 112.3 75" 125.0 88.9 75' 115.4 82.1 W. 140.0 99.6 78" 150.0 106.7 78" 117.6 83.7 78" 107.1 76.2 42' 124.1 88.3 p 81" 171.4 121.9 81" 133.3 94.8 81' 120.0 85.3 48° 108' 112.5 80.0 84' 163.6 116.4 84" 126.3 89.8 84" 112.5 80.0 54" 103.7 73.7 n 87" 156.5 111.3 87" 120.0 85.3 87" 105.9 75.3 57' 100.1 71.2 X 24" 195.0 192.0 24' 195.0 16010 24' 1 95.0 145.5 60' 96.9 68.9 O Cj Lu 30" 195.0 170.7 W. 192.0 136.5 30" 171.4 121.9 24" 195.0 142.2 a 00 8 36" 195.0 160.0 36" 171.4 121.9 36' 150.0 106.7 30" 164.6 117.0 2 N 42" 195.0 156.7 42 158.2 112.5 42" 135.3 96.2 36 141.2 100.4 n i 2O" r- of 48 195 0 156.7 48" 150.0 108.7 48 125.0 88.9 42" 124.7 88.7 d N w 54" 187.0 133.0 54° 145.5 103.4 54' 117.6 83.7 48" 112.5 80.0 I 57" 171.4 121.9 57" 144.4 102.7 57 114.8 81.7 54' 103.2 73.4 04 0 Z J N th Z Z L`' a BO" 158.2 112.5 60" 144.0 102.4 60' 112.5 80.0 24" 195.0 144.0 (n O in 63" 42" 146.9 104.5 63" �" 130.9 93.1 63" 78' 110.6 78.6 1 3Q' 166.2 118.2 L O 66" 171.4 121.9 66" 144.0 102.4 66' 109.1 77.6 36" 132 142.1 101.1 � C.) O 69" 160.7 114.3 69' 138.5 96.5 69" 107.9 76.8 42" 125.1 89.0 72" 151.3 107.6 72' 128.6 91.4 72' 107.1 76.2 Q. 112.5 80.0 75' 142.9 101.6 75 120.0 85.3 75" 106.7 75.9 24" 184.1 130.9 78" 135.3 96.2 78" 112.5 80.0 78" 106.5 75.7 30" 150.7 107.2 a. 81" 154.3 109.7 81' 127.1 90.4 81" 106.5 75.7 36" 1 128.6 91.4 y 84" 148.9 104.5 84" 120.0 85.3 24" 195.0 160.0 42' 112.9 80.3 0 w 87' 140.3 99.7 87" 113.7 80.8 30" 187.8 133.6 24" 187.5 133.3 - m c 33� 24 195.0 1954 24" 195.0 177.8 36" 163.6 116.4 30 156" 153.2 108.9 v 05 1 30" 195.0 186.2 30" 195.0 154.6 42 146.9 104.5 36" 130.4 92.8 N ° °z 36" 195.0 170.7 36 187.5 133.3 48" 135.0 96.0 42' 195.0 156.7 42" 171.4 121.9 54" 126.3 89.8 0 0 o c o 48" 195.0 160.0 48' 160.7 114.3 57" 122.9 87.4 � 54" 180.0 128.0 U. 153.8 109.4 60" 120.0 85.3 N m o o 0 57" 163.6 116.4 57" 151.6 107.8 63" 84 117.6 83.6 m c 60" 150.0 106.7 60" 144.0 102.4 66 115.5 82.1 • g3 "i i'� " • • UB86 98.5 63" 66" 130.6 92.9 69" 113.8 80.9 6r"' • ' ••160.7• 114.3 66" 148.6 105.8 72' 1 t 2.5 80.0 EnV. DR. HUMAYOUN FAR000 co v • • • • • STRUCTURES PRODUCT leRvis :O �.�.• • • • • 1�a0b• 108.7 69" 136.4 97.0 75' 111 5 79.3 FiA PE # 16557 Wmi& ° " CAN. 3538 - fix -'.' 72 140.6 100.0 72 125.9 89.5 Lj 3 • • 0:75• lose see 102.4• 94.1 75" 116.9 83.7 .7 • :78 • • 1 0 0 , 88.9 78" 109.1 77.6 ._._.� •• ° �• ••• 142:1 •• 101.1 81" 122.7 $7.3 drawing no. 84" 135.0 9610 84 115.5 82.1 W99 -- 0 { 7" 128.6 91.4 87" L 109.1 77.6 sheet j 0 o f 12 . ..... . .. . . ..... . . .... PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAIL ` ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK 4" °I INSTALLATION AN CHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS USE LOWER APPLICABLE VALUES. 1TIlVDOIY DIMS. AT 17" O.C. WINDOW DIMS. AT 17 O.C. WIND0W DIMS. AT 17" O.C. WINDOW DIMS. AT 17" O.C. WINDOW DIMS. AT 17" O.C. Z � 3: EXT. ( +) EXT. ( +} EXT. { +) EXT. ( +) EXr. ( +) J WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. ( -) WIDTH HEIGHT INT. { -) WIDTH HEIGHT INT. ( -} WIDTH HEIGHT INT. ( -) W 1 24" 195.0 24' 195.0 24' 176.0 24" 150.9 19 -1/8 195.0 p 0 � 30" 195.0 30" 173.3 M. 148.2 30" 125.2 26 -1/2' 26° 195.0 d U 36' 195.0 36" 156.4 36" 130.4 36' 108.3 37* 195.0 42' 176.0 42' 146.3 4 " 118.3 W-1/8 194. C 2 42 96.5 3 I � I I 48" 187.7 48" 140.8 48 110.0 48 96" 88.0 79 =t /8" 195.0 G 8 tj 54 158.4 54° 139.1 54" 104.3 54 81.6 26 -1/2" / 195.0 I m 57" 144.4 57" 125.2 57" 102.2 57' 79.0 " 38 -3 8" 195.0 i . O M d Q 6C} 134.1 60" 113.8 60 100.6 60 76.8 53 -1/8" 155.7 y} a ° 36' 125.2 63" 54" 104.3 63' 72° 99.3 63' 74.8 19 -1/8" 195.0 #14 SMS - W c, 66' 146.7 66" 120.3 66' 98.5 66 73.1 26 -1/2" 50 -5/8° 195.0 AT 6 FROM ENDS a W N 65-" 138.0 69 111.7 69" 97.9 24° 154.0 37' 170.8 i' Z to 17" O.C. MAX. {{ 72 130.4 72' 104.3 72" 97.8 W. 127.2 53 -1/8" 144.0 I AT HEAD /SILL/JAMB Q w 4 to 75' 123.5 75 97.8 75° 90.3 36" 109.5 19 -1/8' 195.0 , �i 78' 117.3 78" 92.0 78" 83.8 42' 97.1 26 -1/2" 153.8 1 N I 81' 134.1 81' 104.3 81" 93.9 48° 108° 88.0 37' 63° 123.1 p 84" 128.0 84" 98.8 84° 68.0 54' 81.1 53 -1/8" 104.7 t=n Z 87 1 122.4 87" 93.9 87" 82.8 57' 78.3 19 -1/8" 195.0 24" 195.0 24" 176.0 24 160.0 W. 75.8 26 -1/2" 74 -1/4' 156.8 q 30" 187.7 3p° 150.2 30 134.1 24" 156.4 37" 122.9 - -� X 0 36' 176.0 36 134.1 36 ". 117.3 30" 128.7 53 -1/8" 100.0 a: O w 42" 172.4 42' 123.8 42' 105.9 36" 120" 110.4 X14 SMS :2 48' 172.4 q8' 117.3 48' 97.8 42' 97.5 Z 1 - 1/2 ° MIN. WOOD EMBED 54" 146.3 54" 113.8 54" 92.0 48' 88.0 AT 6" FROM ENDS AND 2 h a 57' 134.1 57" 112.9 57" 89.8 54 80.7 17" O.C. MAX. -j (!� t j u 60' 123.8 60" 112.6 60' 88.0 24° 158.4 1" MIN. AT HEAD /SILL /JAMB 00 3: C - 4 � m C o . 42" 114.9 63" .601 102.4 63° 78" 86.5 30' 130.0 S 1 66" 134.1 66° 112.6 66' 85.3 36" 132' 111.2 1 Z Z �'- INSTALLATION TYPE 'S' w ° 69' 125.7 69' 108.3 69' 84.4 42' 97.9 o 28Y WOOD BUCK OR WOOD STRUCTURES Of 72" 118 3 72" 100.6 72 83.$ 48' 88.0 N U CS 0 75 111.7 75" 93.9 75" 814 24" 144.0 TYPICAL INSTALLATION DETAIL 78' 105-.9 78' 88.0 78" 83.3 30 117.9 81 120.7 81" 99.4 81' 83.3 36° 144° 100.6 ON ALL FOUR SIDESfUSING ALUMINUM BUCK SYSTEM 84' 114.9 84" 93.9 24" 176.0 42" 88.3 87" 109.7 87° 88.9 3O" 146.9 24" 146.7 24' 195.0 24" 195.0 36' 128.0 3O' 156° 119.8 n 30" 195.0 30" 165.6 42" 114.9 36' 1 102.0 2 .845 - Y 36' 167.7 36' 148.7 48 105.6 .845 • 065 42" 172.4 42' 134.1 54" 98.8 .06592 r w 48" 176.0 Q. 125.7 57' 96.1 .562 1.125 I 54' 140.8 54' 120.3 60" 93.9 �_ 57" 128.0 57' 118.6 63" �" 92.0 M - 1.436 io $ 60" 117.3 60" 112.6 68 90.4 125 .903 o p a a 63 �" 108.3 63" 66° 102.2 69" 89.0 •9 c ° 66" 125.7 66" 116.4 72° 86.o ALUMINUM BUCK OFjIONAL COVER -- - - -� • • • • t t 7 3 89 106.7 75 87.2 6063 -T6 6063 -T6 72'• • • • 110.0 72' 98.5 O - • 7T: • •?08 5 • 75 91.4 NOTE: En9r. DR, HU6aav0UN i�A'R00(1 pl�.€Sfi$II : 1 ti1Fr I5 _o 7$'• • • • • 9T.8• • 78" 85.3 INTERPOLATION BETWEEN SIZES ALLOWED. STRUC l� a i6p av €dIa & ? @lsffis$m N FlA FE 18557 at`�g 3 V 81' 111.2 81 ° 96.0 CA.N. 3938 a 3 L� • .. i4" • • • • 1135.6 • 84 90.4 00 o 187' i • 1 • 87" 85.3 c • � drawing no. .. .... ... � W99 --10 ... .....•. . s heet j of f Q e PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ` ANCHORS ANCHORS ANCHORS - ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS I WINDOW DIMS. AT 17 O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS, AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. rn EXr. ( +} EXT. ( +) EXT. ( +) EXr. ( +) EXT. { +) EXT. ( +} EXT. { +) W. { +) EXT. ( +) EXT. ( +) Z WIDTH HEIGHT INT. (-) INT. ( -) WIDTH HEIGHT INT. ( -) INT. ( -) WIDTH HEIGHT ENT. { -) INT. ( -) WIDTH HEIGHT INT. { -) INT. ( -) WIDTH HEIGHT INT. { -} INT. (-) Q { 24" 169.5 195.0 24" 129.1 193.7 24" 113.0 158.2 24' 96 1 61.4 19-1/8* 195.0 195.0 i " w trio 0. 30" 155.0 195.0 30' 111.3 166.9 W. 95.2 133.2 30' 80.4 133.9 26 -1/2" 185.4 195.0 4 ;^ 2{{ bt 01 38" 150.7 195.0 M. 100.4 150.7 36' 83.7 117.2 36' 69.5 115.9 37' 26" 156.5 195.0 O W fi V 42" 113.0 150.7 42 93.9 140.9 42" 76.0 106.4 42 62.0 103.3 53-1/8" 124.8 187 2 0 �y IL 48' 120.5 150.7 48" 90.4 135.6 48p 70.6 98.9 48" 96" 56.5 94.2 19 -1/8 177.2 195.0 O a a 54 100.4 150.7 54" 89.3 133.9 54 67.0 93.7 54' 52.4 87.3 26 -1/2' 38 -3/8' 146.6 195.5 0 57" 92.7 139.1 57" 80.4 120.5 57" 65.6 91.9 57' 50.8 84.6 37" 132.8 177.0 W. 86.1 129.1 60" 73.1 109.6 60" 84.6 90.4 60' 49.3 82.2 53-1/8* 100.0 149.9 72" C & Q p Tl 1 63" 36" 80.4 140.8 63" 67.0 117.2 63' 63.8 89.3 63' 48.1 80.1 19 -1/8 165.8 195 0 03 C 66" 94.2 131.8 66" 77.3 108.2 66" 63.2 88.5 66' 47.0 78.3 26 -1/2" 131.4 164.3 a C ri 50 -5/8- w � M 69" 88.6 124.1 69" 71.7 100.4 69" 62.9 88.0 24' 98.9 155.4 37 109.5 136.9 W 72' 83.7 117.2 72" 67.0 93.7 72" 62.8 87.9 30' 81.7 128.3 53 -1/8" 92.5 127.0 .I z 75' 79.3 126.9 75" 62.8 100.4 75' 57.9 87.9 36" 70.3 110.5 19 -1/8 127.4 195.0 78" 75.3 120.5 78' 59.1 94.5 78" 53.8 86.1 42' 62.3 98.0 26 -1/2' 63' 9&7 172.8 � -� 81' 86.1 114.8 81" 67.0 89.3 81 60.3 80.4 Q . i 08' 56.5 88.8 37 79.1 138.4 84 82.2 123.3 84" 63.4 95.2 84 56.5 84.8 54' 52.1 81.8 53 -1 /8 67.2 117.7 0 87" 78.6 117.9 87' 60.3 90.4 87' 53.2 79.8 57" 50.3 79.0 19 -1/8 131.5 195.0 z I 24 135.6 180.8 24" 113.0 169.5 24" 102.7 164.4 60" 48.7 76-5 26-1/2- 74 -1/4° 100.7 161.1 30 120.5 160.7 30" 96.4 144.6 3Q' 86.1 137.8 24' 100.4 150.7 37' 78.9 126.2 W N 36 113.0 150.7 36' $6.1 129.1 36 75.3 120.5 30" 82.7 124.0 53 -1/8" 64.2 102.8 x O IX 42" 110.7 147.6 42 79.5 119.2 42" 68.0 108.8 36" 70.9 106.4 0 48' 110.7 143.5 4$" 75.3 113.0 48" 62.8 100.4 42' 120 " 62.6 93.9 :2 a w 54" 93.9 140.9 54° 73.1 109.6 :n 59.1 94.5 48" 56.5 84.8 t z 57" =5 C4 86.1 129.1 57' 72.5 108.8 57" 57.7 92.3 54" 51.8 77.8 t- 60' 79.5 119.2 60" 72.3 108.5 60" 56.5 90.4 24" 101.7 146.9 U) M M I 53 " 42 73.8 129.1 63- 60" 65.7 108.5 63° 78" 55.5 88.9 30 83.4 120.5 00 0 , A M O s ,i N 66' 88.1 120.5 66 72 3 105.5 88' 54.8 87.7 38' 132" 71.4 103.1 1 04 'T► 0 LL' 69' 80.7 113.0 69" 69.5 97.4 69" 54.2 86.7 42" 628 90.7 #14 SMS 7 ch 2` 76.0 106.4 72" 64.6 90.4 72" 53.8 86.1 48` 56.5 81.6 AT 6' FROM ENDS w 0 17 Q.C. MAX. w 75' 71.7 114.8 75" 60.3 96.4 75" 53.6 85.7 24' 92.5 154.1 AT HEAD /SILL/JAMB U t7 78' 68.0 108.8 78' 56.5 90.4 78' 53.5 85.6 30' 75.7 126.1 cn 81* 77.5 103.3 al" 63.8 85.1 81 53.5 1 79.5 36" 144" 64.8 107.6 \ o 84' 73.8 110.7 84' 60.3 90.4 24' 113. 169.5 42' 56.7 94.5 87" 70.4 105.7 87 1 57.1 85.6 30 94.3 141.5 24' 94.2 150.7 d 24` 150.7 188.3 24" 125.8 175.8 36" 82.2 123.3 30' 156* 76.8 123.1 0 30' 131.5 164.4 M. 106.4 148.9 42 73.8 110.7 36" 65.5 f 04.8 36" 120.5 150.7 36" 94.2 131.8 48" 67.8 101.7 a a f+ 0 42" 110.7 143.5 42' 86.1 120.5 54' 63.4 95.2 48" 113.0 141.3 4a 80.7 113.0 57' 81.7 92.8 4 4. 2 '1 2 MIN. 4 I ° a ° a I • 1 /4 D[A. KWIK CON/ULTRACON 3 54" 90.4 135.6 54' 77.3 108.2 60' 60.3 90.4 ° EDGE DIST. ° 1 -1/4' MIN. CONC. EMBED 57" 82.2 123.3 57" _76.1 106.6 63' 84' 59.0 88.8 1 -3/4 MIN. FILLED BLOCK EMBED 60' 75.3 113.0 W. 72.3 105.5 66" 58.0 87.0 AT 6" FROM ENDS AND 48 " 66 ° , , 17 O.C. MAX. (10' O.C. ALT.) $ 8 63" 69.5 121.7 63' 65.6 104.8 69 57.2 85.8 INSTALLATION TYPE 6 AT HEAD /SILL/JAMB 0 0 g fib" .90 _ 11 66 74.7 104.6 72' 56.5 E4.8 69" 7"3 y 105.5 _ 69" 68.5 95.9 75' 56.0 84.0 ° TYPICAL INSTALLATION DETAIL • ZZ, • • • 7 .6 98.9 72" 63.2 88.5 ON ALL FOUR SIDESIUSING AL�I BUCK SYSTEM 75 • • • • .S • 108:4 75" 58.7 93..9 NOTE: i • 7fM i i i M -8 • • 100.4 78" 54.8 87.7 INTERPOLATION BETWEEN SIZES ALLOWED. En9r. DR. HU111)1 FAROOQ pp I IZ : IyR STRUCTURES _ 8 . 1 �,• • • • 7 .4 • 95.2 at" 61.6 82.2 FLO. PE i 16557 88 stam,. � wi the Fbf 4A N 84' 67.8 101.7 84 58.0 87.0 l,A.N. 35M awfts caea • • • •87 • • • • 64.6 98.9 87 1 54.8 82.2 • • • • • • • • • • •• •• •• ••• • ••• ALUMINUM BUCK FRAMING DETAIL a drawing no. TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES 4 : 0V : O 7 2008 a W99- • • • • • • s • • • • USE LOWER APPLICABLE VALUES. sheet 12 Of 1 Q see • • • • • • • • • • •• •• • • • •• •• M IAM>• ©ADE MIAMI DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE-(NOA) www.maimidade.aov/buil&-Zcode CGI Windows & Doors 10100 NW 25' Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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. N 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 with #373 Framing Member - L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13, titled "Mullion Elevations and Details", sheets l through 5 of 5, dated 11/25/95 with revision D dated 05/22108, prepared by Al- 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 distnibxtors ondshall be available for inspection at the job site at the request of the Building Official. his N04q;44 a) renews NOA # 07- 0312.03 and consists of this page 1 and evidence pages E-1 and .P2,AA.wtu;ts %pr¢vfl dWament mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . •.• •.• •.• • . • . :60 NOA No. 08- 0429.04 . . . . . . .. . • 0 Expiration Date: April 26, 2012 A c ' Approval Date: June 26, 2008 Page 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2, Drawing No M95 -13 titled "Mullion Elevations and Details ", Sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 05/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080- 0105 -08, dated 3/26/08, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 96 -525, dated February 12, 1995 signed and sealed by Hector Medina, P.E. (Submitted under NOA #02- 0123.07) 36 Test reports on: 1) Large Missile Impact Test, Loading per FBC PA 201 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 96-525, dated 10/30/95, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA#02- 0123.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 4/14108 and 5/28/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. None. ....... . .. .. . ......... . .. ... .. . .... Manuel P ez, .•. ... .•. • Product Control er • • • . • NOA No. 08- 0429.04 .. . . ..... • • • • . • • • Expiration Date: April 26, 2012 • • •• •• • • • • • • • . . . Approval Date: June 26, 2008 E -1 ... . . . . ... . . . . .. • • .. .. . . . •. .. ... . . . ... . . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 14, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 14, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. HTL- 0080 - 0105 -08 issued by Hurricane Test Laboratory, Inc., dated 3/26/08, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0312.03, issued to Construction Glass Industries Corporation for their Aluminum Tube Mullion with #373 Framing Member — L.M.I., approved on 06/14/07 and expiring on 04/26/08. ....... . .. .. •• ••• •• • • • •• Manuel P ez, E. • • • • .. • 90 . • Product Control er • : • • : NOA No. 0 9.04 . . . . . . . . . . . • • • • • • • . Expiration Date: April 26, 2012 • Approval Date: June 26, 2008 E -2 ... . . . . ... . . . . . .. . . . . . . .. .. . . . • • .. ... . . . ... . . .085 MEMBER 2075 100 2 �NCOII- -38716 z TYP. 768 FRAME MEMBER 1.307 1.510 CGI -373 O o 1.625 a s 6 � 2.965 2215 .625 .080 TYP. ,798 LOOO O w FRAME —J - �� FRAME MEMBER V CGI -386 I CGI -386 D vi I 8083 TB 0 IL FRAM 3.000 h CGI -373 6063 -T6 2215 160 FRAME MEMBER a $A .715 4.000 u CGI -373 1500 .100 8 Lowd 2000 3.= .000 VENTBER a L875 ,I2g ].750 ALL MULLIONS: 6063 -T6 ALLOY, 1/8" TYP. WALL THICKNESS — 1 4 25 - MULUONS CONTAINING WINDOW FRAME MEMBERS AT EACH SIDE a HORIZONTAL_ OR VERTICAL a NT SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING a 4 . 0 W CGI -387 zz 6063 -T6 4 W N z 2215 iE � o o, 160 n i ; 0 f�i 3 N e7 en Z Z z E 0 100 .875 E 0 = AL � ALUMINUM MULLI .7= WINDOW FRAME MEMBER INCLUDED IN PROPERTIES USE WITH: i 865 1— FRAMING MEMBER #373 ® 2— FRAMING MEMBER #386 + 387 m INSTRUCTIONS: 3— FRAMING MEMBER #386 + 387IG F3 VENT USE CHARTS AND GRAPHS AS FOLLOWS. a cGI -38716 ALSO ANY COMBINATIONS OF ABOVE. o 8 6063 -T6 STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 b� FOR PARTICULAR OPENING. c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE STEP USE CONNECTION OF WINDOWS TO MULLION AS PER m MULLION CLIP REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING 2 PRODUCT APPROVAL. o 6063 8 HF VftflCTIY HURRICANE ZONE {HVHZ}: USING GRAPHS ON SHEET 2 dt 3 SELECT MULLION SIZE F F ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ME WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED APPLICABLE BUILDING CODE REQUIREMENTS LE WINO LOAD, WATER IN STEP I ABOVE. c m w o c $ INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. v o ry o N USING GRAPHS ON SHEET 2 & 3 VERIFY ANCHOR CAPACITY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER � WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED > LOADS TO THE STRUCTURE. IN STEP 1 ABOVE. • • • • i • •1�'3 i i • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT STEP 5 CAPACITY. OF CGI GLAZING PRODUCTS AND MULLION • • • • • • • TO BASE MATERIAL SHALL BE BEYOND WALL'COVERING (STUCCO. TILE Em.). MUST EQUAL OR EXCEED REQUIRED LOADS. • • 200 t i i i i • i • • DR. HUMAYOUN 1 AROOQ c • • • . • • • • • ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. STRUCTURES PRODUCT REVISED �! 110 PE -3_i _8557 eoee plying wlt6 the A LOAD DURATION INCREASE IN ALLOWABLE STRIPS IS USED IN DESIGN OF C.A.N. 3538 h • • • • • • • • • • ANCHORS INTO WOOD ONLY. sumillm Coma m �" • • • • • • • i i i • �-+ =2000 • • • TO B UT NOT UNIT MATRRINS INCIM1NG ED METAA SWVS, THAT COME INTO M a A uc I 04- 's CONTACT WITH OTHER DISSIMILAR • • • • • • • • • • • OF 2004 FLORIDA BIpG. CO�SECTI� .6EM1ET E REQUIREMENTS 4 G,SOH drawing no. • • • • • �: MIg $�� P� en M95 -13 ••• • MULLI _�_oN CUP THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT D �� q :J06-3 (sheet 1 of rj ••• • • • ••• • • MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART u 1 x 2 TUBE MULL 1 x 3 TUBE MULL 54' 1 x 4 TUBE MULL tQ m MiX2 -2 MiX3 -2 m MSX4 -2 N N N 0 -5/8 MULL SPAN 0 ao aD OD 63" MULL SPAN % LL r' LL ' LL 'i IL Ig d d a tm 72" M LL SP N v t 4 14 ON ON JN gp q z ' z '-i Z .-� a 0 " q W � 3" MU ILL SP (Dm 2' W -Z � 4Wir L9 19 51 ua as ao 4" . %D 4" 6 ' 7M 129- r. It 20 25 30 36 Ofd 46 s0 55 20 26 30 3S 40 45 50 66 20 2S 30 3S 40 45 60 Ss a TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES zd w cn U. z F�� Q gc CONSULT CORRESPONDING NOA d Q FOR WINDOW ANCHOR LOCATIONS 1. Z z u: - UP ANCHOR LOAD CHART 0 S ©._ M HORIZONTAL N MULLION AND ANCHOR CHARTS V 0 ON THIS SHEET APPLY TO MULLION CONDITIONS SHOWN ON VERTICAL GLAZING _ m ELEVATIONS AT LEFT ONLY. � MULLION PRODUCT GLAZING GLAZING En; .91 o_ c PRODUCT PRODUCT CLIP 72 " 63' ULL S AN GLAZING ANCHORS Q ._ ... .. PRODUCT 3 0 J z 4' 0 6 - � �o • • • • • • • • ��p MULLION m i i i i i i •ANCHORS �� SPAN N3 L .-� III ' • ' i i,, j i i ' i ' 08 EAgr. Div YOUN f g • • • • • • • • • SrRUC7URES MDUCTREVI m 120 F1A PE �t 6557 with Ow Fb*k CAN -° cam g , ••• ••• ••• • • N , ' ' 201,' $ • : • • • - T41BUTARY WIDTH Wt + W2 A2 - 2 Na drawing no. 20 26 30 36 40 4S so 55 I �ICA_L MUWON ARRANGEM S TRIBUTARY WIDTH - INCHES M95 --13 ••• ••• • sheet 2of 5 . . . . . . • . . . ••• • • • ••• • • m TRANSOM MULL LOAD CHART TRANSOM MULL LOAD CHART TRANSOM MULL LOAD CHART 25 R1 1x2 TRANSOM MULL N 1x3 TRANSOM MULL (M 1x4 TRANSOM MULL I T1X2 -1 T1X3 -1 T1X4 -i .2 1 cp � 0 ID 38-1/4" m .� .f .. MULL SPA Q LL LL 11 d (L (L (L m to V rl ® ay C3.4 Q ; 53" ULL SPAN <0: W7► t�f O m 8 -1/4' LL SPAN O m J .�i h p . .-t 04 %2 H� H�' Hm t3,� .�-t z_ OQ+ 0U b p � � i0 3" 1 4l h 74" m a Im tm7 74" u) Q� 30 40 s0 60 70 80 30 40 s0 60 70 so 30 4 0 std 60 ltd B0 � TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES d" W N z CONSULT CORRESPONDING NOA Q FOR WINDOW ANCHOR LOCATIONS ARCHES TO BE INSCRIBED 1; N M + INSIDE RECTANGULAR SHAPE W g H ORIZON TAL st ANCHOR LOAD CHART o z M ULLION ION � MULLION AND ANCHOR CHARTS i GLAZING �`� ON THIS SHEET APPLY TO PRODUCT � 3 m HORIZONTAL MULLION AND IT'S END ANCHORS ONLY. g { - r N U) o (L 'a CLIP t v a CUP ANCHORS M ANCHORS v m GLAZING GLAZING z PRODUCT PRODUCT G I-t 1 6 , W m if ItULL SPAN o c D T ••• ••i s i ••• i i • 74" :- • •• • • • • e•• m • • • • • • • • • t� Ergr. DR. HWMAYWN FAROOQ t g MULLION SPAN �7RUCTURES P14,6�)dUCr REVISED ` P c FLk PE f 16557 m with Floc k m C.A.N.. Chi' h' ••• ••• e•• • • ❑ �f2 3 • • • • e • , • e . • • • :TQIBUfARY WIDTH = W7 2 C2b drawing no. 20 30 40 s0 60 70 BO �� M95— 3 �'ICAL MULE 1GN ARRANGEMENTS TRIBUTARY WIDTH - INCHES c , .... ....... . e s • • • • • • sheet 3 of rj • % •• • • • •• •• ••• • • • ••• • • - ALUM CHANNEL M MULLION 1 I I I MUWON I I 1' X 3/4' X 1' X 1/8' �Y I 1 I I 1 I LENGTH TO FIT SNUG i I TYPICAL ANCHORS i I I I INTO MUWON Zr N I 1 2 PER CUP t I ! I - It a ACCESS HOLE q #12 S.M.S. O 2/ CHANNEL TUBE MULLION 0 a - - -- - - - - - -- a ° a 2B WOO STRU I i I METAL STRUCTURE - - - - -- - - - - - -- p INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURE 00 I I a 1 � 1 I J t9 p�J � THIS SCREW CAN BE Q g INSTALLED IN EITHER 1 I DIRECTION � I I X72 X 3/4 FH SMS i I I 1 I 1 PER CUP AT 1X2 & 1X3 MULLION I I MULLION I I I 1 TUBE MULLION rS f I C TYPICAL ANCHORS I I 2 PER LIP AT 1X4 MULLION 1 t -- - - - - -- ------ - - --11 11 A 2 PER CUP I I p a i1 I Muu�aN ANCHOR DETAIL J1 ° u ! �, I O 4" C4 Q TYPICAL ANCHORS: ' OO C4 18Y WOOD B I ! ` 1 X TAPCONS BY 'ELCO` a Z a! +n A 4 4 . 4 • ; D I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 g o = d I , 1 -3/8 MIN. PENETRATION INTO WOOD d Qd THRU 1 BY BUCKS INTO CONC. OR MASONRY 4. 1-11e MIN. EMBED INTO CONC. OR MASONRY p • • • .. • •¢ s °• . DIRECTLY a ' • DIRECTLY INTO CONC. OR MASONRY THRU 1 BY BUCKS INTO CONC. OR MASONRY ° . $ OFFSET CLIP OPTION 1 -1/4 • MIN. EMBED INTO CONC. OR MASONRY J14 SMS OR SELF DRILLING SCREWS c INTO METAL STRUCTURES ° STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ' ALUMINUM : 1/8' THK. MIN. (6063 —T5 MIN.) (STEEL' IN "CONTACT "WITH RL'UW. T0 BE PLATED OR PAINTED) MUWON I I I MUWON I I TYPICAL ANCHORS i i I TYPICAL EDGE dISTANCE c m o - - - -`- -- ---- - - - - - 2 PER CLIP 1 I --- - - - - -- INTO CONCRETE AND MASONRY — 2' MIN. INTO WOOD STRUCTURE = 1' MIN. all 11 • I N I INTO METAL STRUCTURE = 1/2' MIN. • • • i i s : i • i F.ngr. DR H MAYOUN FA1iN� ? d e c �s�cOSa�po'1�yg with t�s0 .. Fl/l PE 18557 A4 CAN. 3538 nmilk r': .:'tra.r.': *. *.i'. ...•... �. Q ,• � Q � Z a Q 1 .� 1 � I . • d •• da : Q Doming Q; � • :i .. :'i' •i • �. d d • 2 U ASS 2,114 ° `�i c • • •.. • • • d o. .- 4• a. 2 • • v.•1 .r • • • d d '� d • • .PRECAST COIfC. 8 < r• I lEg+ P drawing no. • ; ••; • _RY M95 --13 DIRECTLY INTO CONC. OR MASON • . . . • • . (sheet 40 � ) . ...•.. . %.. ••• • • • ••• • • 11 YPM 1 PE i 1 1 7YPICAI ANCHORS 1 PER ANGLE M I 1 I 14 SMS PER ANGLE 1 EIY WOOD EI THRU 1 BY BUCKS INTO CONC, OR MASONRY 1.2M MIN. MULLION 1 - - -- - -- - - - -, TYPICAL PER ANGLE •• ••• • • • • • iji i ° +d • •• • • • • ••• so 000 d' o Q .� .... a • vp d. . +.......... .. • 0-4 1 • 4• • • 0• • • 4 d ' • O .•i •i•.PRE�na1s .� ..d d glA I M CONC. OR MASONRY a ...�.. .DIRECTLY 4 SMS PER ANGLE b 4 Qd ` e :a z r- I c a� 3 O 0 h d "4 fi l l a a o �� g3 -� z z ce o ff` a s 3 ca o s W. HUMAYOUN FAROM MWUCT MVISW FIA PE CAN. # _ 85$7 7� C4fltI�$ WI4Iti 1� 1 3538 C. poimm + �12 � 0 �4200i 1� drawing no. M95-13 sheet � of 5 00 0