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WS-10-1498Protect Address Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 375 GRAND CONCOURSE Miami Shores, FL 1132060135940 Block: Lot: ISRAEL SANCHEZ ISRAEL SANCHEZ 375 GRAND CONCOURSE MIAMI SHORES FL 33138 -2746 (305)757 -5247 (786)253 -6004 1 Contractor(s) CLASSIC INSTALLATIONS LLC (954)914 -3416 Phone CeII Phone Type of Work: WINDOWS & DOORS No of Openings: 26 Additional Info: IMPACT Classification: Residential Scanning: 5 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $4.00 $360.00 $15.00 $16.00 $407.00 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8 -10 -38729 08/31/2010 Check #: 997 $ 357.00 $ 50.00 08/20/2010 Check #: 1084 $ 50.00 $ 0.00 Applicant Cell Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 31, 2010 Date August 31, 2010 1 NOTICE OF COMMENCEMENT A RECORDED j/ COPY MUST BE POSTED ON THE JOB SITE AT T 'TIME OF FIRST INSPECTION PERMIT NO. U S\O I • ITAX FOLD NO II ' STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided M this Notice of Commencement This Neese of Coos meernerd should be recorded at The Clerk of Courts Mien d -Dads County Recorder Courthouse East, 22 NW First Street, 1st Floor, Naami, FL 33125 p 1. L Caw., I description of property and si ress: ��iinre� 1° \W) 3 e f -rq,a -1 Cf ,cr- v4u 2. Description of improvement p ic'.'v lrf9 t' \A ` c (\rrG1 ' 1( 3. Owner(s) name and address: -Y C� e Sck C®r•c Y • , Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 2 yU�S U..) ! c \ di k4% ' , 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 6. Lender's name and address: 7. Persons with the state of Florida derdgnated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1){x)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following persons) to receive a copy of the Ueno>'s Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) Sigratnre weer PrintOwners Name Swom to and subscribed before me Notary Public N / Z�U Print Notary's Name My commission expires: STATE OF FLORIVA, cowl r OF DADE 1 HEREBY CEk71FY that thisIsar pyoffro original 1d3qafros on ci v of ? . AD. 23 :,d and Official SsaL HAi ._ , i., 8 ". tJ day of 1 111 1 111 1 111 1 111 1 111 11 11 11 11 11 11 1 1111 1 111 1 111 CFN 2010R01=;50265 OR Pk 27387 Ps 2747; Ups) RECORDED 08/13/2010 14:39:29 HARVEY RUVIHr CCLERK. OF COURT MIAMI -DADE ► OUNTYr FLORIDA LAST PAGE Prepared by 11 zck A1 i YC-PaCi &.-) (Sean I nzou aWo5 6 PUBLIC.4TATE oFFbORtDA ifiat~I# ttossFunuo3a Elizabeth Mora _Not Taal ''H"''� CoMbIBLlllt l� DD913037 yardman ET.vss 1111d axvsox Expirost r l� fB 8 0 1DX 1 9I vav :Sandra . BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Nana (Fee Simple Titleholder): Israel I Sanchez ph (305) 757 -5274 Add 375 Grand Concourse Ci Miami Shores State: - zi 33138 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 375 Grand Concourse City: Miami Shores Fol io/Pateel6: 11- 3206 - 013 -5940 County: Is the Building Historically Designated: Yes 10050 N.E.2nd Avenue, Miami Shores. Florida 331 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. WW14 Miami Shores Villa Building Departmen CONTRACTOR: Company Name: LUG 5 `r/- 1 - 1 — C 'N% /0/ (CC Pte QS 1"- /c/ -34 W Address 2'1 a / 5k, 32 City: e r State A- — Zip: 3 3o8 Qualifier Name: ��G�� cs� t�'.G; Pte: g5t-1 -�i��l �tla nP State Certification or Registration 41: 3 CC i 3 t (S O `- 3 Z Certificate of Competency #: Contact Phone: 1'5y- A/C/ - 3c / / € ' Email Address - i t G 4�c� c�, �ye g ems e DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ., Q. MO ‘) ` Square/Linear Footage of Work TypeofWork: OAcess OAlteration ONew o> epair/Replace O r- ' Ilion Description of work: �. (31c C 1rrc L ) 1.:1 CJ ' (ne Q (4)S1 1 d - r/ Q _ ' \ S COL . OR THROUGH ROOF TILE IS REQUIRED acknowledged by: J°—"' 0E4 ••********** **** *r *s••w�.,t *•* * ****** ** ** *F * *s ********* wr *,rs******************** * ***s*. OA Submittal Fee $ ./C 1' ep Penult Fee $ 5' r)-° CCF S CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary S Traiahig/Eduation Fee S Technology Fee S Double Fee S Structural Review $ Master Permit No. Miami Dade Zip: 33138 NO X Flood Zone: TOTAL FEE NOW DUE S y 51 Bonding Company's Name Of applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS. HEATERS. TANKS and AIR CONDITIONERS. ETC .... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 52500, the applicant must promise in good filth that a cope 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 brspectlo i which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will no ,< approved and a r . , fee will be charged r Sign -OL LQ\ r; ) LypijBue.AmeFaeRIB4 Z -1 �� Elizabeth Mere Print �.'`:, :Cam iia:ea WDD21G937 My Commission Expires: „,,.• Expis: AUG.16, 2013 BONDED TBRU ATLANTIC BONDING CO., INC. (Revised 07/1 Revised 06&IOR009XRevised 3/15109X cv6MI10) rip The foregoing instrument wed . , me i is 1 Y) The day of 20 ha, by d c d _ B , day of o is personalty who has produced As identification and who did take an oath. NOTARY PUBLIC: Structural Review My Cotmnissian Expires: Contractor ing instrument was atimovfledged befortne this l 133L-V6-0 0-01 ho is personally ktwv tom {or who has produced as identification and who did take an oath. NOTARY PUBLIC: A y Cglizabeth r oar Cbmmission pW)916937 ,,,,, Expires: AUG.16, 2013 BANDED 'PERU ATLANTIC BONDWG CO., LNC. APPROVED BY a/Ze', r Plans Examiner Zoning Clerk Year: 2009 2001 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: R e g i o na 1:1150.00010299,947150.000 1327,028 /1221,118 County: 150,000/1299,947'$50,000 /$221,118 City: $50,0001299,947$50.000 /0221,118 School Board: 125 .0001324947125,00010245,118 Y ear: 2009 2001 Land Value: 1168.958 1441,750 Building Value: 1327,028 0438,437 Maket Value: 0495,999 0878,187 Assessed Value: $340,947 1271,118 Year: 2000 2001 Homestead: 025,000 125,000 2nd Homestead: YES YES is i•ade.go Show Me: Folio No.: 11- 3208- 013 -5940 Property: Mailing Address Primary Zone: CLUC: Floors: Living Units: Summary y Details: 375 GRAND CONC ISRAEL 1 SANCHEZ 375 GRAND CONCOURSE MIAMI SHORES FL 33138- Property btorinatlon: FAMILY Propftlriormaion Search By: Selectl1em v Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison ` Portability S.O.H. Calculator Adj Sq Footage: Lot Size: Year Built Legal Description: 1300 ONE 0001 RESIDENTIAL - SINGLE FAMILY 1 1 2.994 0 1958 MIAMI SHORES SEC 1 AMDP810- 70 LOT 1& NELYI/2 OF LOT2 BLK44 LOT SIZE SITE VALUE OR 19183 -3073 08 2000 4 COC 20529.3555 08 2008 1 Assessment hforiiiiNion: Exemption kforniation: Taxable Valle Information: Sale kAormationc Sales Qualification Sales which are qualified Descriotion: ACTIVE TOOL: ZOOMIN erial Photography- 2009 Web Site 02002 Miami -Dade County. All rights resented. 0 0O0© li1® Mw Horne 1 Property Information 1 Property Taxes [My Neighborhood 1 Property Appraiser Home /Using Our Site 'Phone Directory 1 Privacy l Disclai mer 0 15ft f you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Legend Property Boundary Selected Prey Street I#ghway hiami -Dade County ■ Water Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR I_S A_FIAWDA_STATE CERTIFIED CONTRACTOR: A. .1 COPY OF QUALIFIER'S STATE LIC CARD B. 1 COPY OF LOCAL BUSINESS TAX RECEIPT C. a COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. j COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTOON) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIRCATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME:, �� AC A � _ r. C_ BUSINESS ADDRESS: 0-\C )\ C ITYR `(Y STATE c" 1 - ZIP CODE 3 (13 BUSINESS PHONE: Ft5LA ) 6 1 Q. 1 I y FAX NUMBER ( 5U) L CELL PHONE t QUALIFIER'S NAM �� ,� i�tk QUALIFIER'S LIC NUMBER: SUL \ 1 hO E -MAIL ADDRESS (IF APPLICABLE): Created on 3119M BY MLDV / RV 3129109 MLDV Tax Amount Transfer Fee NSF Fee Penalty Nor Yeare Collection Cost Total Paid 27.00 0.00. 0.00 _ 0.00 .. 0.00 0.00 A 27.00 08/19/2010 16:39 9543621567 DBA: Business Name: Owner Name: Business Location: SROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954-831 -4000 • VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 Busing Phone: Roams CLASSIC INSTALLATIONS LLC JAVIER GARCIA 2401 SW 32 AVE PEMBROKE PARK 954 -966 -1148 Seats . Number of Machines: THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mairrng Address: CLASSIC INSTALLATIONS LLC PO BOX 4198 HOLLYWOOD, FL 33083 This tax is levied for the prlviiage of doing buskess within Steward County and is non - regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the buses ration. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Elnptoyees 2 WINDOW CLASSICS Far Vending Asir $ Only Receipt #: 189 - 232073 Business Type: ALL OTHER TYPES CONTRA (CERTIFIED SPECIALTY Business Opened: 037217g10`" * 1 'm' 1 " StateiCounty/Cert/Reg: SCC131150432 Exemption Code: NONEXEMPT Machines Professionals verging Type: Receipt 003A -09- 00010533 PO&d 03/25/2010 27.00 • PAGE 01/01 R vml 08/1.9/2010 16:37 9543621567 WINDOW CLASSICS PAGE 01/02 Insouroe -Inc InSource, Ina. 9500 South Dadeland 81vd.,4400 P.O. Brno 561367 Miami FL 33256 -1567 Phone ;305- 670 -6111 Faa:305 -- 670 -9699 NIMROD COVERAGES 0 CERTIFICATE OF LIABILITY INSURANCE o CEMPIDATE M MUS) As A MATT E8 OP ONLY AND CONFER2 NO RIONTS UPON TIM OERTIFICATE POLDER. TINS CERTIPICATE 00E5 NOT AMEND, EXTEND OR ALTER THE COVERAGE! ABED BY THE POUDIES BELOW AER ML unman, 8 f3 eftleenetAL eeMPV4. u AOV.►TY CLARIS MACE OCCUR 1+rop DT au Aed $500 OEM. A TE MET APPLIES PER POUCY n LOC AOTEENHE .EUNARY ANYAUTO AIL 61AGIED AUTOS Weietwilt AUTOS I se Atd1i31C NONAWORED AUTOS GARAGE UATIUTY ANYAUTO EIMEMANNTEMAUMMOY *nun El CLAM wtoP OEDIXTTSLE RETORTION $0 BIPIDYE T LIAMITY PEO NNr OTHER CERTIFICATE HOLDER Ammo ffi 1) /retaliations, LT 8017 33083 TVA OPI r 1 N Mimi Shores ei 1005. avenue Biwa Shores FL 33138 8/5/2010 12:33:27 PM PAGE 002/003 Fax Server P0ut.T CPS1075645 BA599IL36209 85054158081 wc1004705 MtAM095 5481110312 AFFORDING cow INFRA; RIOMPO A O **mom Travelers ANTiuReee Comoros & Industry Co. tMURER 0: INSURER E: POW= OR OBEETAIVn Wee BELOW HAVE BEEN S$UEDTOTNE PORETED HAM ABOVE FOR THE POUOY PER OD reNCAIED. NOTennee eg ANY RECAEMENT, 'TERMOROO DMON OP ANY CONTRACTOR 0 WITH RESPECT TO WHICH THIS OERT1PICATE TAW BEIB$UEDOR MAY PEFRAPN. THE INSURANCE AFFORDEO erne P01.04$ D*R R1 EO mew EeuentoT TO AIL THEISTS* 6:CLOWNS AND COMMONS MOMS OR RIM F O L D S & AGGREGATE UW E SHOWN/MY H A V E SEEN TEEMED BY PAID CLAMT . 09/07/09 09/07/09 09/07/09 Tcan Ates bass of PJ. liartmam 09/07/10 09/07/10 09/07/10 COWERED SINGLE MIT BOOBYGAIAY ONY pesen$ BOOT.Y PATTY PROPE1TTY ceem e (Pa =IMO AIJrV ONLY EA ACI IOW raw mew oCZCI e/teem AGGREGATE . 01/01/10 01/01/11 6.1- EACH mamm r $ 1000000 EL Corms .sa EMPLOYEE $ 1000000 EL MUSE $ 1000000 DESCHPTIONOPOPERITTt A0ORTT iveiCLBai is Ai1na BNOORSEOffer r maw *10 days smitten notice of cancellation 2'on amm-payment of promi++ea. Miami Shores village Building Department is an additional Insured under the rat Liability policy, when regained by smitten contract. Urns 08 05 HA$C 42297 25674 19410 23140 BACHOVIRERCENCO $ 1000000 P a ws •100000 UMEXP(Attl+aropmeeni $ 5000 PAL HADV ITOURY $1000000 GENERALAGGREGATE •2000000 PRODUCTS .QOMPP3PAGO $ 2000000 • 1000000 $ • $ EA AOC $ AGO $ •2000000 $2000000 $ $ $ 1 CANOELI ATION ewe= es OFDeABOVE OGUESSI POWERS BE CANCELLED siwoAIMI eetemenew. Tee wan IMMOI eau MesAAVOATO VAIL ace_ DMVITUTItN NOTICETOTHECEfTIM P7'A. HOW= WORD TOME LEFT,BUTPABORBTOB08D94$LL swam NO ONION OH WBILRY OR ANY KM UPON THE EOM, rA34UENT1OR anma ATIYE eseumo WORD coRPORATIOPI. Ae rights reserved. The A00RD sane sad Moo are Itegissie'4 =do oT AcOnb tr •�, �i`' fit. dx �''II i ' r > ATCHH NUM6. --3 gip • :��% . : 4 . �- 'C ' t 5 ' 1 ' , 3 '"x" • •4 ' :'.• A ,f : Permit No: 10- 1 Job Name , 2010 Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1of1 Building Critique Sheet co L4 ,, e> �/� /5 f0 6 (Area' 4,L Air del � / ° e dew #11 fe.e, %J�f w,sJ k Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village 1 t91 g CI A1 ei O'er l t ; SUBJECT TO CCMPLIANCE WITH ALL FEDERAL STATE AND CC tiN IY RULES AMID RED',! l,_n T'^' !S I 01 If b to g 1 LW Is IF OP •• • •' • • . • • *4,2 • •• • ••• • • • • • • • • • • • • • • • • • • • • •.. ••• ••• • • • • •• • • • ••• • • • • • • • • ••• • • • -•• • • glift 5E- 0 a f f 7:17:T. AUG 1 9 2010 B Mt gilor eiriv Ale Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 Tributary Area (Sq Ft) Tributary Area (Sq Ftj 10 15 20 25 30 35 40 45 15 20 25 30 35 40 45 50 r 0 -15 ft 1 -622 +48.5 .8 .2 -58.0 +44,4 - 58.7 +43.7 - 55.6 +43.1 - 54.8 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 + 1.6 r - 9.2 452 -48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 48.6 +42.7 -462 +42.3 -45.9 +41.9 -45.5 +41.6 16 r ; -. +47.1 - 49.8 +45.9 - 49.0 +45.0 48.3 +44.3 47.7 +43.7 - 47.3 +43.3 -46.8 +42.9 46.5 +42.5 462 +422 \ � 6 ft . +47.1 - 60.6 +45.9 -58.8 +45.0 - 57.5 +44.3 -56.3 +43,7 55.4 +43.3 -54.6 +42.9 - 53.9 +42.5 -532 +42.2 188 -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 49.5 +45.4 48.9 +44.8 -48.4 +44,3 -48.0 +43.9 47.7 +43.6 47.3 +43,2 18 ft -64.6 +48.3 - 62.1 +47.0 50.3 +46.1 -58.9 +45.4 -57.8 +44.8 - 56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft - 53.5 , 49.4 52.2 +48.1 512 +47.1 -50.6 +46.4 - 50.0 +45.8 49.5 +45.3 49.1 +44.9 48.7 +44.5 48.4 +442 20 ft - 66.1 +49.4 -63.5 +411 -61.8 +47.1 -602 +48.4 59.0 +45.8 58.1 +45.3 -572 +44,9 65.8 5.4 +442 5 +44.2 22 ft 53.3 +49.0 -52.4 +48.1 -51.6 +47.4 49.7 +45.4 49.4 +45.1 22 ft -64.8 +49.0 52.9 +48.1 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 56.9 +45.1 24 8 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 - 50.6 +48.3 -50.3 +45.9 24 ft - 66.0 .x49.9 - 64.1 +49.0 -60.3 +47.1 -59.4 +46.7 - 58.7 +48.3 -58.0 +45.9 26 ft -56.6 +522 -55.2 +50.8 - 542 +492 -53.5 +411 - 52.9 +48.4 -52.3 +472 -51.9 +47.5 -51.5 +47.1 -51.1 +467 28 ft -69.8 +522 -67.1 +50.8 -65.1 +418 -63.6 +49.1 -62.4 +48.4 - 61.4 +472 -60.4 +47.51 59.8 +47:1 -58.9 +48.7 28 ft - 57.5 +53.0 56.1 +51.6 - 55.1 +50.6 54.3 +49.8 -53.7 +49.2 -532 +48.7 52.7 +482 52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 - 682 +51.6 -662 +50.6 - 64.8; +49.8 53.4 +49.2 -62.3 +48.7 51.4 +482.:. -80.6 +47.8 59.9 +47.4 30 ft . 5 8 3 +53.8 % +52.3 - 5 5 . 9 +61.3 - 5 5 . 1 +50.6 - 5 4 . 5 + 9 9 - 5 3 . 9 +49.4 - 5 3 . 5 +48.9 - 5 3 . 1 +48.5 - 5 2 . 7 +48.1 30 f t -72.0 +53.8 -692 +52.3 -67.1 +51.3 - 65.6 +50.6 -64.3 +49.9 -832 +49.4 -62 3 +48,9 == -61.5 +48.5 -60.7 +48.1 -59.1 +54.5 r � - "� •r 2 + 50.6 -54.7 +50.1 -542 +49.6 -53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 - 70.1 +53.1 -68.1 +52,0 -66.5 +51.3 -652 +50.6 -64.1 +50.1 -63.1 +49,6 -62.3 +492 -61.6 +48.8 ft 36 ft -73.9 +552 -74.8 +55.9 -71.0 +53.7 -71.9 +54.4 at Cs1 ai 67.3 +51.9 -68.1 +52.5 66.0 +51.3 - 66.8 +51.9 -63.1 +49.8 - 63.9 +50.4 -62.4 +49.4 53.1 +50.0 iii El 51.3 -59.9 +552 -60.6 +55.9 +56.5 -62.0 +57.1 lee +53.7 -59I1 + 44• r 0 - 7 414.0 v.. - q V q c' EP; i 83eg iqalo • 5643 +5 NB -57t +52.5 . 55.9 •51.3 � � •5116 -55.4 +50.7 56.1 +51.3 56.7 +51.9 +52.5 -562 +51.4 -56.8 +52.0 q P -55.8 +51.0 56.4 +51.5 4 .1 -55.4 +50.6 -56.0 +51.1 st. q q 4 ft 75.7 +56.5 -72 7 +55.0 -70.6 +54.0 68.9 +53.1 67.6 +52.5 68.5 +51.9 55.5 +51.4 64.6 +51.0 63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 • q • ' -62.6 • +57.7 • A• 632 j +56.3 -63.8 i • • +58.8 - 61.1 +56f2 ENIIEHEHEI -60.0 +55.1 -612 �5 2 - -60.3+ +55.3 -57.9 +53.0 59.0 +54.0 -57.4 +52.5. -58 3 , +53.0 58.5 +53.5 -57.0 - +52.1 -57.5 +52.6 -58.1 +53.1 -56.6 +51.7 52.1 +522. 57.7 +52.7 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 - 70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 69.7 +54.1 58.5 +53.5 57.5 +53.0 58.8 +52.6 55.8 +52.2 46 ft 78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 - 70.4 +54.6 58.2 +54.0 682 +53.5 67.3 +53.1 66.5 +52.7 45 ft , -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.8 -67.1 +53.1 ft - 64.4 48 +59.4 -8?. +57.8 •61.7 +58.7 50.8 +55.8 -60.1 +55.1 59.6 +54.5 -59.0 +54.0 -58.6 +53,6 -582 +53.1 ° ft -84.9 50 +59.9 -63.4 +56.3 -622 +57.2 -61.4 +56.3 -60.7 +55.6 - 60.1" +55.0 ' 59.5 +54.5 59.1 +54,0 -58.7 +53.6 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55,6 -70.4 +55.0 - 89.4 +54.5 -68.5 +54.0 57.6 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -82.8 +57.6 -61.9 +56.8 -612 +56.1 - 80.6 +55.4 -60.0 +54.9 -59.6 +54.5 592 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 - 71.0 +55.4 - 69.9 +54.9 -69.0 +54.5 -682 +54.0 56.0 ft +60.8 54.4 +592 -63.3 +58.1 -62.4 +572 -81.7 +58.5 51.0 +55.9 -60.5 +55.4 -60.1 +54.9 59.6 +54.5 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 ft - 66.5 56 +61.3 -84.9 +59.7 -63.7 +58.5 -82.9 +57.7 52.1 +56.9 -61.5 +56.3 51.0 +55.8 -60.5 +55.3 -60.1 +54.9 57.5 60 ft +622 - 655.8 +60.6 - 64.7 +59.4 -83.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 51.4 +56.1 -61.0 +55.7 60 ft -83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 • • • • 03/02/2009 - 5:01 pm troyb F:\03 Elements\10 Loading \11 CalcutatorstASCE 7 -05\ FIB - ASCE 7 -02 Pressure Charts (0-60).dwg • • • • • • • • • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION' OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. g_1 ® I � ELEVATION 1 WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT r tn m z cn C N REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB DATE 04/19/06 02/23/09 FLB THIS DOCUMENT 15 THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 09885 Ml BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 "SGD - 770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Alum SGD -LMP', sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Limitation: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 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 tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job Fitt al e I • • • • pf 1 wilding Official. This NOA consists of this page 1 as well as evic nce iept ctt3pro' 1 document mentioned above. The submitted documentation was reviewed by fshlt4 t C'ttanda, P. E. • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • •• -• ••• • • • •• • • • • • •• • • • • • • NOA No. 09 -0826.10 • • • piration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 • • •• • • • • • • • ••• • • • • • • • • • • • • • •- • •• • ••• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD -LMI", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -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 Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No 1TL -5980, �'t'L - 5993, FTL- 6036, FTL- 6001, FTL- 6014, FTL -6015, FTL -6017, FTL-6023,1r1 L- 6024, FTL- 6025, FTL- 6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08 -19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, 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. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas 0 Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite PVB ", expiring on 12/11/2010 • •• • • • • F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08- 19-09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by BCCO. •• ••• • • • • • • • • • • • • • • • •• •• • • • • •• • ••• • • • • • • • • • • • •• ahaq L Chanda, P.E. •" ' • • • • • • • • • Product Control Examiner • •' • • • • • • • • N No. 09-0826. • • ' • • xpi • • E ration Date: February 17, 2015 Approval Date: February 17, 2010 E -1 • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Concrete Strength Requirements Type DIa. lc' Moo Ultrawn 1/4" 2700 pal 1 9/8" 0118" 3500 psi ElcoCr•te•Fiex 884 114" 3350 Psi Type Min. Emb. Min. Ed 812 Weed Screw 13/8" 1° Boo Crete -Flex 884 1 9/8" 1" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13.16: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO S54 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2, FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). • •?•WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • DEPICTED 99i; 2x 11 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK • • LTESIGN AINI4INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER • • It LL BE OE A SIZE T.0 PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 912 • SHEET METAIL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE • REQUIHEMERIPSISHOARN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. • I._ IF LL IS TIGI- JO gI4BSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON- METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) • i• 114" SHIM SRAM FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO • SUBSTRATEMPMLIBS'I IS WOOD, 30# FELT PAPER OR MASTIC 15 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HALING JURISQIC'jIQN. • Con a vj� /dmmum he a an n mum ge Pittance Re,paremente • • • • GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - 1:= TEMPERED HE = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB 03 - 7/18" LAMINATED: (2) UTES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 04 - 7/16" LAMINATED: (2) LITES OF 3118" HS GLASS WITH AN .090 SOP INTERLAYER. GSA - 9/16" LAMINATED: (2) LITES OF 1/4" 114 GLASS WITH AN .090 DBPVB INTERLAYER. G4A -9/16" LAMINATED: (2) UTES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. 05 -1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8° AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16" 06 - 1" LAMINATED 1.G. 3/16" T EXT. CAP + 3/8' AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16" GSA -1' LAMINATED I.G. 1/4° T EXT. CAP 4 5/16" AIR SPACE + 7/18° LAMINATED: (2) LITES OF 3/18" G6A - 1° LAMINATED I.G. 1/4" T EXT. CAP + 5/18" AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15, 4. SHUTTERS ARE NOT REQUIRED. 6, INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6, REFERENCES: TEST REPORTS FTL -5980, FTL- 5993, FTL -8001, FTL-6014, FTL -6015, FTL-8017, FTL-6022, FTL -6023, FTL-6024, FTL•025. FM- 6028, FTL -6031, FTL -6033 AND FTL-8036, DATED 8/7/09. ELCO TEXTRON NOA: 07 -0425.01, 03-0225.05, ANSIAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL 7, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HU 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25° Lgn. Bab. AGa. Ed • •• • • Type lxa. • • _ • Elea tlitraeon • • 727$ �•• • Eke dia1a48ex 884 0/10" • 1 3/4 174" 13/4 need ardl 8111 Concrete 2 1/2 1 1/4 1 1/4 2 1/2 1 1/4 JarMss tin 0routed CMU Min. Bab. AEA Ed 11/4 21/2 1 8/18 2 1/2 Welled CMU R8f1. Emb. MIn. Ed 1 3/4 2 112 1 94 2 112 Not Recommended •• 21BYltla)C mar 01106/10 Reader Dee 51/ 11116/89 tloem 081/557 8 a mixes A tdedmdes PER MIAMI DADE COMMENTS PER MIAMI DADECOMMIPMTS 10707SOHNg0GY ORME NOKOMIS, FL 34278 P.O. 3081 1539 NOKOMIS, FL 34274 HS GLASS WITH AN .090 DBPVB INTERLAYER, HS GLASS WITH AN .090 SGP INTERLAYER. 115 GLASS WITH AN .090 DBPVB INTERLAYER. HS GLASS WITH AN .090 SGP INTERLAYER, De tlnleorne Emu. = Embedment Ed " Edge Mater= Mm. = Whom OONCRETE SCREWS $7RENGTHS: Py MIN. s 13SKSI 1/011. =177 KSI Soticeiblrit S90770 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Stengel' 083011emema ungraantad O/IU Wooled 0/40 4311,1C-3e AVRA 0/22 won gold 001WnNrg to floaters 2106.22.1.2 and 8600 of the CSC. GENERAL NOTES AND MAP SERIES 77OALUMINUM SOD - LMI NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 6-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7-9 ELEVATIONS 15-16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22 -23 COME INTO CONTACT RRICANE ZONE (HVHZ). Apprw•cd as c-- m1rha&talb Me PkM.tia BZ.V in Cods e4lcglAt 1 28/11 En dd IY� fNlaml tatadact MA 1 1. LL 114- P4bok IAnchar 'Made ) 1 Mounting Adapter pincher Shear) Cnnuo• Grouted 0681 tiotrcrare Grouted EMU Ma, Elm Mx. 9d Mir. Elul d8n. Ed Min, 680. Rga Ed 81n. ®n0. I dA1t. Ed Elao Type //•'seen 1K° 1 3/4 2 172 1 3/4 2 1/2 1 314 2 112 1 314 1 114 Eke raete•Plex 934 1/4" 1 3/4 2 112 Nat Reeernmendad 1 314 2 1/2 Not Recommended NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13.16: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO S54 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2, FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). • •?•WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • DEPICTED 99i; 2x 11 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK • • LTESIGN AINI4INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER • • It LL BE OE A SIZE T.0 PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 912 • SHEET METAIL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE • REQUIHEMERIPSISHOARN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. • I._ IF LL IS TIGI- JO gI4BSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON- METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) • i• 114" SHIM SRAM FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO • SUBSTRATEMPMLIBS'I IS WOOD, 30# FELT PAPER OR MASTIC 15 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HALING JURISQIC'jIQN. • Con a vj� /dmmum he a an n mum ge Pittance Re,paremente • • • • GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - 1:= TEMPERED HE = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB 03 - 7/18" LAMINATED: (2) UTES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 04 - 7/16" LAMINATED: (2) LITES OF 3118" HS GLASS WITH AN .090 SOP INTERLAYER. GSA - 9/16" LAMINATED: (2) LITES OF 1/4" 114 GLASS WITH AN .090 DBPVB INTERLAYER. G4A -9/16" LAMINATED: (2) UTES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. 05 -1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8° AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16" 06 - 1" LAMINATED 1.G. 3/16" T EXT. CAP + 3/8' AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/16" GSA -1' LAMINATED I.G. 1/4° T EXT. CAP 4 5/16" AIR SPACE + 7/18° LAMINATED: (2) LITES OF 3/18" G6A - 1° LAMINATED I.G. 1/4" T EXT. CAP + 5/18" AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15, 4. SHUTTERS ARE NOT REQUIRED. 6, INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6, REFERENCES: TEST REPORTS FTL -5980, FTL- 5993, FTL -8001, FTL-6014, FTL -6015, FTL-8017, FTL-6022, FTL -6023, FTL-6024, FTL•025. FM- 6028, FTL -6031, FTL -6033 AND FTL-8036, DATED 8/7/09. ELCO TEXTRON NOA: 07 -0425.01, 03-0225.05, ANSIAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL 7, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HU 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25° Lgn. Bab. AGa. Ed • •• • • Type lxa. • • _ • Elea tlitraeon • • 727$ �•• • Eke dia1a48ex 884 0/10" • 1 3/4 174" 13/4 need ardl 8111 Concrete 2 1/2 1 1/4 1 1/4 2 1/2 1 1/4 JarMss tin 0routed CMU Min. Bab. AEA Ed 11/4 21/2 1 8/18 2 1/2 Welled CMU R8f1. Emb. MIn. Ed 1 3/4 2 112 1 94 2 112 Not Recommended •• 21BYltla)C mar 01106/10 Reader Dee 51/ 11116/89 tloem 081/557 8 a mixes A tdedmdes PER MIAMI DADE COMMENTS PER MIAMI DADECOMMIPMTS 10707SOHNg0GY ORME NOKOMIS, FL 34278 P.O. 3081 1539 NOKOMIS, FL 34274 HS GLASS WITH AN .090 DBPVB INTERLAYER, HS GLASS WITH AN .090 SGP INTERLAYER. 115 GLASS WITH AN .090 DBPVB INTERLAYER. HS GLASS WITH AN .090 SGP INTERLAYER, De tlnleorne Emu. = Embedment Ed " Edge Mater= Mm. = Whom OONCRETE SCREWS $7RENGTHS: Py MIN. s 13SKSI 1/011. =177 KSI Soticeiblrit S90770 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Stengel' 083011emema ungraantad O/IU Wooled 0/40 4311,1C-3e AVRA 0/22 won gold 001WnNrg to floaters 2106.22.1.2 and 8600 of the CSC. GENERAL NOTES AND MAP SERIES 77OALUMINUM SOD - LMI NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 6-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7-9 ELEVATIONS 15-16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22 -23 COME INTO CONTACT RRICANE ZONE (HVHZ). Apprw•cd as c-- m1rha&talb Me PkM.tia BZ.V in Cods e4lcglAt 1 28/11 En dd IY� fNlaml tatadact MA 1 1. LL 114- •••• • • • • .••• SEE • • • • • ,,TABLE • • • SNTS. • s •• 7 • • /1n Ark Appsvmd or tomra';rn,g Irish Cse rico 1 aar`in �e1 f0 Etta NOM D o to m ode FmcUmt C U JWX:7.3:I iiaN2 {01,rd[k%f.t1141i1V NICIALINA f' 17):403:411 .T <7 31li :14. J 1Frit1-'3Yl T:A3A: €rpl P)347::it APPROVED CONFIGURATIONS: SEE D.P. TABLE, rt SHTS. 7 -9 ru ca► SEE DP TABLE SHTS. 7 -9 AiA n rn elk ON ci +cam Nit oigTr• • • •• Xp SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 XO, OX, XX, SEE D.P. TABLE, XXP SHTS. 7 -9 SEE DP TABLE SHTS. 7-9 CORNER, TYP. • • • O, XXXO, OX(X, )000(, • • • • eOCKET j7 : • • ••• QtL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL 0 SIGNIFIES INOPERABLE PANEL. SEE D.P. TABLE, SHTS. 7 -9 OXO, OXX, XX OXXp, XXXp POCKET, TYP. w .. • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • ••• se • • bp... • •. . TA�L'I' . • • • SHM • • • .r §••• ••• • • • • •• • 11••• • • tame oxxxo xxxxo, oxxxx, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 oxxxxo, xxxxxo, oxxxxx, xxxxxx. XXXXXXp APPROVED CONFIGURATIONS Ra*IST beer SAC 01/05/10 Wader Oft MAC 11/16!05 5140 0 • Wier T E/ wry amok ND' WY ate' A chows,: •• SEE DP TABLE SHTS 7 -9 SEE D.P. TABLE, SHTS. 7 -9 All AA litrAFLY NEWLY AATAA NtEVEr NV %FY ;T�rk!t VW:" APATA AtitAYAA 111267 kVA ER 1`()7614, `517 AA AA AA AAA;lAR PER MAW DADE Gtr PER MIAMI DADS COAUffMTB 1 070 TECHNOLOGY Miff NOKOMIS, h130270 P.O. BOX 1629 NOKOMIS a 30274 SEE D.P. TABLE, SHTS. 7 -9 rm J sr 1 \.r QUALIFIED CONFIGURA77ONS ipprMat 0 tOMIkiN at%tta trio+`' 93 fl4 Cwt Dreg •D4 NO14 :18iFie M4ermi ;fit.. Pra5141 1 SERIES 770 ALUAiL SGD - LMI een.mnaart Barr • Robert J. Amaruso, P,E. 800770 NTS 3 0 23 ... t a r.rr pwr'pAR 1 qY• TO LLG •,c c , ► r,*r, 8 . e .. PE 1448782 AC::. • • • • • • • •••• •• •. • • • • SE. • •• • •• CL • DP • • ci♦o • •ABLE. r'► SHTS„, • ^� • • .XX • 7 -9 ... NEWF .I;,r, • • NO. 1 •••• • • •.. • APPROVED CONFIGURATIONS: • SEE DP TABLE SHTS. 7 -9 • •• • • • • • • • •• • • •••• • Rasa to +• t 01471118 sxc u7aa9 o' . 9MC 08x08 SEE D.P. TABLE, SHTS. 7 -8 ,clk i0+iE♦M 41.4 0.1 C L•:11 NEW! AN ilk, ic!'GP Ink AN NEW c ih . rit crorty Armonk NY WV! iG! iL► oXXXxxo, xxxxxxo, oxxxxxx, xxxxxxX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 • •• • • • • • SEE D.P. TABLE, SHTS. 7 -9 oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, XXXXXXXXp 9 PER MIM9 Oa! C09aN4kT8 gaskimu A PER MAW DOE CO SG= Marked Ny. QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LM! mw, •* 'om+mx> 9 0 1 `10. , . „, TE OF . RWrer1 J. Amoroso, PE 304:070 NTS 4 a 23 PO70OO2 B PE049782 PREPARPO PV FTC. i I C•835 N CAN1RWFI PT. SrP. Raf:141 PPd3F Fl 141As. PH: 121.814-1795 FAX ,71 - 890 - 1785 • • • • • • • • ud;z1zia.u;a3-0144031AY`,s • r •SS7Xe�:3711r.�,yrw,1.,:...:�r� , ;aiyiks;T�'2.1 R?,SL�r:: srr :• >_s:K,se ;:;sr'/:k • 111•• E XTERIOR • • •111 114" HS GLASS • • • ••• • • • • ,090 PPVB • • • • �••• • 1/4" HS GLASS • • • •••• •• •• • • • • • •• • • • • • EXTERIOR • • • 9/16" NOM. •••• • •••• • •• • f • • • • •• • •• • • • • •••• • • • • •••• 3)16" HS GLASS .090 D8PV8 3/16° HS GLASS 7/16° NOM, 3/4" NOM, GLASS BITE 314" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A EXTERIOR 3/16" HS GLASS 090 SGP 3/16' HS GLASS 7/16' NOM. 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 1/4" HS GLASS .090 Le 1/4" HS GLASS 9/16" NOM. 3/4' NOM. GLASS BITE 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A • •• •. • • •••• • • •••• • • • • • •• • • •4 •••• • • • wemnF Ds* EXTERIOR 3/18° HS GLASS 490 OBPVB 3/18" HS GLASS 3/8° AIR SPACE 3/18" 'GLASS -°- 1" NOM. m TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 • grERIOR 31 ha GLASS • • • ,080 DBPL/B • • m • 3/18° HS GLASS • • • • 14° GLASS 1" NOM. •• •• • • •••• • • • • • • . •• • •• • • • •••• • • • • • • • • TRUSEAL DURASEAL SPACER r1�q: Nosed* 8410 SAO Ark 11I1 9 meg A mood • RJA M/AM/DAPE PER IN I� 1" LAMINATED I.G. TYPES G5A =WEARS 314" NOM. GLASS BITE 3/4" NOM, GLASS BITE 10701704NDLOGYDRIVE NOKOAOS AL $W8 AC 60( 1529 NO3 17K1• FL 31874 3/18" HS GLASS EXTERIOR .090 SOP 3/16" HS GLASS --t 3/8" AIR SPACE 3/18" T GLASS 1° NOM. 141 m TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 m EXTERIOR TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A • 3/1 B" HS GLASS .090 SGP 3118" HS GLASS 5/18" AIR SPACE 1 /4" T GLASS �-- 1" NOM. GLAZING DETAILS 3W NOM. GLASS BITE 3/4" NOM. GLASS BITE SERIES 77OALUMINUM SGD - LMI APOronrA os olotrd** wait 1D6 041*Matomy 20N9 IiO40 p4.O8dY•!O Mad ft- is hads• amoral X 14 1. f .bPo t.. „uiii �i e e °, i tea e e ee, ti 1f,EM•gF• • . `+ ▪ 49: \ 6 *-1 TE OF ° ` w: C7 °4 41 1 0P410. "%tO mac ewes mwayma a r. Robert J. Amnn P. reo, E. 800770 NTS 8 a 23 POT 0002 A PE 048752 _PRFPAPIM AK' P t In -e - N (X#`/ WFI ST STF�C'+14 ROCK] a PL .. • " PH' Q1-A94 1 ma PAX 51144on.1740 DESIGN PRESSURE AND ANCHORAGE -UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL H & -Y TA 'r� SLEET TABLE 1. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & COMER ASTRAGAL >JAMB ANCHOR QTY. >' ,. i, ,, •.:.. s " - <K 116°LAMIM4T80 CLASS- (3116" RS.! NB t 311r. CLUSTER PLUS INTEL UNIT _ _ NOIORR QTY, PER PANEL Anchor Tppes: 1) °1/4° E-IA 4A.TRACQN(F :E - - 3) *5/16°ULTRACON 4) '612 STEEL S01&4 (05) ORAGE NOTES 1 & 2 ON S, 1 05 -7/16° 1AAd0VATEDLG.U- GEA- 7 /1 HS.) (3/16" TEMP. t AR/ 3/16" H.S. /3t16"H.S) -(1/4 " MVP /AR/ /16"H.S.IPJBl3116"-15.) ir%111111././MIN, EIGHT i . NOM. PANEL WIDTH SIDE I ■ M ■■..■ aoaM- c z 01400- Z'L �NOO - s LIJCOON1 ONOO ONOO - e OOOM aNOa 3 -CONC (mom -4Z GLASS - 3, 3A 5, 5A +c7`r -60.0 +60 - 60.0 +60 -60. +60 -60.0 24 i 11112331111=11114311=11 JAMS 10 19 10 04 +1 C4 +1 IIESEIEZIMEI 04 +2 04 +1 Lae 04 +2 10 10 m' mmai 10 10 10 10 P-HOOK 5 5 5 6 0 5 5 5 0 5 m0 GLASS TYPE - 3, A 5, 5A +60 - 60.0 +60 -60.0 +60 - 60.0 +60 -60.0 30 iss --.5 &S Egingamaa C4+1 C4 +1 Emma C4 +1 C4 +2 C4 +1 C4 +1 Era EM" liallinallial H H 10 10 10 mm 10 10 0' 5 1 5 - -- -wt. 5 0 5 0 5 5 11? wiffaili +60 40,0 10 5 04+2 m' ir +80 - 60.0 �� mmmm Soma +60 -60.0 C4 + 1 10 C4 +2 10 +60 04 +1 10 -60.0 C4 +1 10 C4+2 �' �aT' E �i � l m _R'T?.0` 5 5 5 ©© 5 5 5 00 r= _L;t-1 `i . -- - 60.0 +60 - 80.0 +60 •60.0 +60 -60.0 HOS maim C4 +2 C4 +1 04 +1 C4 +2 C4 +1 0.4+1 C4 +2 04+1 04 +1 garg 10 mal 10 10 m 10 10 m 10 10 10 10 HMI IIIM•WIIIKIIIIILII -60.0 +60 -60.0 6 Mil +80 6 8 000 +60 - 60.0 „IT: 0_ n GLASS - ,.- _ _ "nil +80 - 60.0 � � ►`� �!'�C4+1 it�':��E�� rs� © m 6 OOm�mC4 +1m � C + • • • • • • • • • • • • • ••••• • • • •w • •• •� • .�f • • ONPFIGIUTIVE P v S$ IN TABLE ARE BASED ON THE USE OF THE 3 /4 SILL • 2. N USING THI j► % E 2 1/2" SILL POSITIVE WATER DP IS 48.87 PSF MAX. WHEN • USING THE 415121 WATER DP IS 60.0 PSF MAX. • J EGATIVE rtR S UNCHANGED). SEE TABLE 1A. • 0.4 , a 1/4" AND 21/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION • «U*HEREAS E }1? ILL 1S NOT AND MUST ONLY USED W WATER RESISTANCE IS NOT REQUIRED. POSITIVE • • • SIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED • • *WIEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6, DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Rawl* SVC warm tsoO IIHBATB Amin* thaw 3 4C 6&0M9 e A jai: PERMIAN PAM CONVENTS PER IVAN DAVE C TB Oxfx tOTOISO84OOOYORIVE N0&OMf& PL 34278 P.O. BOX t829 NW 6C t8, 1134274 = EXAMPLE ON SHEET 10 SILL HT. VS POS. DP BOD77D DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° P_Ix•. 90° OUTSIDE CORNER N TS DP AND ANCHORAGE 90° INSIDE CORNER OH HEIGHT 7 w 23 OH LENGTH - OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI AMgKm POTt2 STANDARD ASTRAGAL STANDARD STILES . affa 3t 4 i 0 SQ, 41•4 %RA N 9752 tf * _r i. t * a * C Alarmed es tenaplyktraiN t1N Mel NOM 9'I:61X:1 P W p i es Prided e ,••• Robert J. Amoroso, P.E. PE #48782 �A✓1 -�+ TABLE 24 SILL HT. V8 POS. DP SLL RISE ( +) DESIGN FEIGHT LOAD FLUSH -1.1/2' N/A LOW - 2-1/2" *46E7PSF MED - 3 -1/4" + 80.0 PSF HIGH - 4° + 60.0 PSF SEE NOTES 14 5 5 JAMB P -FICOK ale PA 80 4, 4A , 8A • 0 80 1 1 ro 80.0 -600 80.0 400 80.0 40.0 04 +1 04+1 06 +2 04 +1 04 +1 08 +2 04+1 C4+1 10 10 10 10 10 10 10 10 0 5 5 6 5 5 5 5 600 40.0 80.0 -30.0 50.0 400 04 +1 04 +1 C8+2 04 +1 04 +1 06 +2 C4+1 C8+2 10 9 04+1 06 +2 10 10 8 5 10 10 6 10 5 10 10 6 8 10 5 10 5 0 0 102 g 108 1 1'h 114 8 r!i tY 120 I II � o tV BOA 400 60.0 40.0 60.0 80.0 80.0 40.0 60.0 40.0 04+1 04+1 08 +2 04 +1 04+1 08+2 04 +1 04 +1 06+2 C4+1 04 +1 08+2 04 +1 04 +1 08+2 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 5 6 5 8 B B 8 B 6 6 B 8 6 5 6 00.0 4800 000 40.0 80.0 •60.0 80.0 -80.0 60.0 400 04 +1 C4 +1 C8+2 04 +1 04 +1 08+2 C4 +1 04 +1 08 +2 04+1 04 +1 08 +2 04 +1 C4 +1 00+2 10 10 10 12 8 12 B 12 12 12 12 12 12 12 12 6 8 6 6 0 6 8 8 12 8 0 12 8 088ON PRESSURE AND ANCHORAGE -UN-REINFORCED - HEAW D%JTYSTILE - STANDARD ASTRAGAL, >F ND &BLL00'8) HBQd- CCK &81RAKsM &CORIERASTRAGALCLUSTER GIG 54I88.80A1EATCHOROW. PgRPANEL Ha 6, >JAW ARCHGRQTY. >ROOK ANCHOROTY. 04.7/18° WAN NAIEDGLASS- (010' 1.1.81 661 K6.) 040 -6/18° LAIINATEDOLAS8 - (1/4 H8. /SOP/ 1/4' 148.) I30. 7110 LAAINATED1G.0 .•(326' 1E84 r AIR/ 3'18° 146. /&GPI 3I8" 080 -7/1W LA6S14TEDL0.U. • (1/4•116/P. /444)3116' HZ./ 60013/18° HS.) 8018. PAN WIDTH GLA6STYP 24 GLASS TYPE 30 GLASS • • • tltJE'STY� • lij5" C.42/ 04+1 • 0 • pp JA148 10 10 • d pH�K A P 5 *ASS TYPE -4, Al • $A .800 H 6 g4+11 C4+1 •.. J AII'1 •10 10 • • F•Hoo' 6 5 E -4, 4A. A ' • 50 -60.0 • H•8• • 44 +2 C4 +2 • • •5A • IAMB 1! • • P• 4 . QtASS TYPE - 4,4Aj.3 • •40 80.0 H 04:0 04 +2 04 90)51 '1L 10 • •• P l00K •6 6 C6 +2 C4 +1 04 +1 C6 +2 04 +1 C4 +1 C8 *2 C4+1 C4 +1 C8+2 04+1 C4 +1 C8 +2 C4+1 04 +1 08+2 C4 +1 04 +1 C6 +2 C4 +1 C4 +1 08+2 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 5 5 5 5 0 8 6 6 6 6 8 6 7 7 77 7 7 8 B 88 60.0 400 800 -600 80.0 -80.0 80/ -80.0 60.0 -60.0 80.0 40.0 60.0 -60.0 06+2 04 +1 04 +1 C6+2 04 +1 C4+1 06+2 04 +1 04+1 C0 +2 04 +1 04 +1 C8+2 04 +1 04 +1 06 +2 04 +1 04 +1 06 +2 C4 +1 0441 08 +2 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 5 6 6 6 6 8 8 7 7 7 7 7 7 8 B 88 8 5 9 99 60.0 -600 600 -60.0 60.0 -60.0 C5+2 04 +2 C4+2 C5 +2 C4 +2 0442 C5 +2 04 +2 C4 +2 C5 +2 10 10 10 10 10 10 10 10 1 6 6 6 6 9 6 6 7 7 7 7 PANELS OVER 48" W ®E 600 .aro/ 60.0 40.0 ,.60.* -60.0 NOT AVAILABLE OVER 9S" HIGH C5+2 C4+2 C4 +2 05 +2 04 +2 C4 +2 05+ C4 +2 +2 C5 +2 10 10 10 10 10 10 10 10 10 0 8 6 8 7 7 7 7 7 6 UNIT H EIGHT •I•RC6ITIVE PRESBURES4N TABLE ARE BASED ON THE USE OF THE 31 4° SILL 4 1 4 USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX- WHEN USING THE 4° SILL P95 1T1VE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 3 1/4" AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 1S NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR 1S PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Anchor rypss: 1) 7 1/4' ELW UL1R400N (FAY TAFUON 2) 414.064CRE1SFLEK 3) 8816'18.1RACON 411112S1E10. SCAMPS) • SEE AACHORAGER06631 & 2 ON 6FE811 0 ▪ EXAMPLE ON SHEET 10 TA5L.E2. r . OH LENGTH 4 OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM, PANEL WIDTH • 7° QLO HEIGHT = NOM. PANEL HEIGHT - 8.25" Appluved es cosepb060GGGVI g " " e dy 5v . 0/6 ivr$S a 611+ M 54,A 1 1 1 14d. r 1850 0605/18 6 PER WAN IDADECO866/N7S MIAOW OAR Aawt4*0 $NO 11/5860 A PER MAW CAW OOd•fBRB 4MC 0 IWO 7E0111VOWOOYDRIVE NOKOMI FL 94276 P.O. SOX MD NOKOMIS, FL 94274 SeitydAtEd 8(0770 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI 8 d23 ' 4 PGT0002 8 o `SAMES R,(�''ie �• .049:. : `e �s3QPdAQ ve` Robert J. Amonwn, P.E. PE #49752 DESIGN PRESSURE ANC ANCHORAGE •UN•REN FORCED - HEAVY DOTY STILE - HEAVY DUTY ASTRAGAL H&S, TAPOON) SFEE(1. TAME 3, } FEAD & S6 . (H&S) NTSRLOCK r• JANE APCFORQTY. "RHOOKAPCFCROTY. 04- 7116' LAMNNATED CLASS • 04A - 9/16' LA MATED GLASS GB- 7/16' LA59341E71.G.U.- (3/16' GBA- 7/16'LAMWA1E)I.G.U.• ( SERA MIT& CORNER ASTRAGAL C LUS1EZPLUS NJTEalE IA 1E AI.C-IOR 07Y. PI33 PANS Anchor Types; (3/16' KS. /SOP / 3/16° KS.) 1) 1/4' ELCO LL1RAOON (FOMERLY •(1/'H.S.!80P /1/4•HS) 2) 1/4 "SS4CIt,trR.E4 TEND. /AIR / 3/16" KS./ SOP/ 3/16' KS.) 3) '6/16• LL1RAOOId 1/ 4' TFBP. / AR13/16'KS. / SOP /3/16'KS.) 4) •L12S TES. SCFEW(O5) a40Rl GE NOTES 1 & 2 ON UNIT HEIGHT so 84 80 I 96 NOM, PAN CL WIDTH FRAME SIDE _NOO-Z`6 SEE NOTES 14 [ 3■O3-Z'L ONOJ �NO3-Z`6 3NO3 000M- 000N1-1,..Z1 ONOO 3NO3 -£ cow GLASS TYPE • 4, 4A 6, 8A 80.0 -00 90,0 -90.0 90.0 -90.0 90.0 -90.0 24 H&S 06 +2 C8 +2 C8+2 C8 +2 08 +2 C6+2 C8 +2 C6+2 C6 +2 06 +2 C8 +2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 6 5 & 5 6 6 6 8 8 GLASS TYPE - 4, 4A 6,11A 90.0 -90,0 90.0 •90.0 90.0 -80.0 90.0 -90.0 • . OD •• • H &S C6+2 C6+2 C6 +2 C6+2 06 +2 C6+2 C6 +2 06+2 C8 +2 06+2 C8 +2 C6+2 1 JA1B 10 10 10 10 10 10 10 10 10 10 10 10 I *FR3QK 8 8 6 8 6 6 6 8 7 7 7 7 GLAS TYPE • 4r A 8, BY 90.0 -90.0 90.0 •80.0 90.0 -90.0 80.0 -90.0 • • • 30 • Ha§ C8+2 C8+2 C8+2 C6+2 C0 +2 06+2 08 +2 C6+2 C8 +2 08+2 08 +2 08+2 • JAMB 10 10 10 10 10 10 10 10 10 10 10 10 • 1 5 4Td6K 6 6 7 7 7 7 7 7 8 8 8 8 89 X TYPE •9q� �!1 90.0 - 80.0 80.0 40.0 80.0 -90.0 90.0 -90.0 • • 42 ••• • • •FI&D 06+2 C8 +2 06 +2 C8+2 08 +2 C6+2 C8 +2 08+2 C8 +2 C8+2 08 +2 C8 +2 B 10 10 10 10 10 10 10 10 10 10 10 10 P -HODK 7 7 7 7 7 8 8 8 9 9 9 9 GLOBS TYPE -4! %NA 90.0 •90.0 90.0 -90.0 80.0 -90.0 90.0 -80.0 •• 48 • • ,: • *el C6+2 C6 +2 C8+2 C8+2 C8 +2 C8+2 C8 +2 C8 +2 C6 +2 C6+2 08 +2 C6+2 ,d§4p 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 8 9 8 8 8 9 9 9 10 10 10 TABLE 3A SILL HT. VS POS. DP SILL RISE ( +) DESIGN HEGHT LOAD FLUSH - 1 -1/2" NIA LOW - 2-1r7 + 46.67 PSF NED 3.1/4" +60,0PSF HGH - 4" + 90.0 PSF SEE NOTES 14 • r• • • •• • • •• • • •• • • • • • • • • • la ?OSITIVE P RG S SUR6S IN TABLE ARE BASED ON 11H0 USE OF THE 4" SILL • 2. WREN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" • • get., POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 21/2", 31/4 ", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR 1S PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION 1S NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. sxc awn* Misr SMC Mmes oft mono 11/1899 R.•rova 6 R A PEAAONMIOAOE PER MAW DAVE COMMENTS Dar 1070TBCHWOL0OYDRIVE NOXOMOL FL &WM P.O. 8. 1670 WORM* R.3074 90° OUTSIDE CORNER DP AND ANCHORAGE HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 90° INSIDE CORNER OH HEIGHT L i SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI SeckaVada 900776 PRPPARFr1HV S 7t. I-+. OH LENGTH J OVERHANG 011 LENGTH OH HEIGHT EQUAL TO 1 OR GREATER 9 s 23 PG70002 fi3F N C1)RBWEL PT . SW r76 ROME DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' AF9+wrod 9s 9 1 Ndmm! t•TAA,1 k. • $ P F U 5 Robert J. Amm"ao, P.E. B PE t49762 Fl VMS PH• 39144811L17RA FAX 32143 O-I1RA 0 ® ® ® • • x • • x x ■ = FRAME ANCHORS • = P•HOOK ANCHORS MAX. x x x x V !v4 • 10 • ® • ® • 10 MAX. MAX. ' 3 ° MAX 3° 21 MAX, � � • �` r x x x x x x x x k O ;I. " Mi ® x k x x k x 8" MAX.. TYP. 2 4° MAX. O.C. O.C-1 —x - nn n k • • • • • • • • • • • • • • • • •••••• • • • ••• ••• • • • • O.F. • • • • • ••• • ••• •••• • • GEIC Rana 67 *mar BF EMC SMC • • • • • nom.= A PER MAAS DADE ammo Mc Ddr 2U+ J.IXIi1;1dgN"A i(.RIS R f R8ec }sag,,lY•F NOL1CXri.4n1 :(.ZN.1RM.1711 k. ^777.ik.1"lsli�Et .ID' 'r.`.EcTz'311;1: SOO770 NTS 10 N23 ApymedDe walk• NOA9 Mind �an Bids f . rr • e" t'�ski ( ,.�..HVl lr : 0: .744 4,4 P ° ,9. TATS OF •3 1 O R1 0 1 ••• • Nnoru*°, P.E. PE •47782 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4° ELCO ULTRACON (FORMERLY TAPCON) 2)114' ELCO SS4 CRETE-FLEX 3) 8/18" ULTRACON 4) #12 STEEL SCREW (G6) 2, ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 - 3, SHTS. 7-9; HEAD & SILL 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11 -12. JAMBS & P- HOOKS 8" MAX. FROM BOTTOM AND 21° MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL° ARE 8" MAX INTERLOCK ASTRAGAL INTERIOR 8' MAX. THOSE AT THE HEAD AND SILL 3 CENTERLINE SEE CLUSTER DEL, SHT. 11 CENTERLINE BETWEEN CLUSTERS OR THOSE ND BETWEEN A CLUSTER A A FRAME JAMS OR P-1-100K, 2.04 EXTERIOR °(roear: We: 8' MAX. wfliT TYP. 01108/10 Cate,. 11/18100 08105108 3.6° TYP. SEE CLUSTER !NAILS, SHT. 11 • • • • • 318 , }YP, • •• t INTERLOCK • • • • •C NTERLINE • • •• S.�°•rvP. • SEE CLUSTER DETAILS, SHT, 12 PSRMM4C'DADE _!! _ ,�:_ C)r1�C1 4.051'- _ _ wrier `4.061• �_ ;li ,.r -,.� • .ci. ® 3.5" 3.5" — — 24° MAX . O.C. EXAMPLE OXX ANCHORAGE PLAN: C4 4 2 HEAD & SILL A NCHORAGE (3 PANEL. 2 - TRACK EXAMPLE SHOWN ) •14) ANCHORS TOT AL ( ). PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR (7) P -HOOK ANCHORS 8° SEE NOTE BELOW 14• 8° SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 JAM C4 +2 & CORNERS • (20) ANCHORS TOTAL AT HEAD AND AT SILL DETAIL �B CLUSTER 2 04 2 04 2 C4 2 • • • NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P•HOOKAf�CHORS 1070 TECHNOLOGY DRIVE NOROMIS, R. 34273 P.O. EQX 1673 NOROMIS, FL 34274 r -- 8° MAX O.C. (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60° x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE 1 4.061" MIN. �i O.C. 3.6° — 2.04° TYPICAI. JAMB OLDSTER FOR DETAILS M.N.O.P,QBR ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI P070002 Dee • • • • • • • PER 1 960A8 COIAIENTO W TSGWOLOGYCOVE Ra egx IMP 140KOMS, A. UM ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI ammo NTS PG Fr> A PRFPARFJI Er: Fir 11 r. nv9 N r:OGSWEI ST RTF r ROM ►�b Pr/A' RI 5 PH: 3 i.R Q17f . -AX 721.Rfl11.1 11 m 23 r INT. AAGAC t INTERLOCK CENTERLINE 1 • • • • • • • • •• •••• • • • • • • rA ttAt ' • • • t lNIfERODEK C�jI:VAIE I •� 1 • • • • 1 • •• 1 • •• • • • •••• • • • • •••• ASfrkAbAL OR 7 r re— INTERLOCK 1 CENTERLINE 2- TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C4 • •• • • _,G-A / INTERLOCK ANCHOR CLUSTER • C4 • ••• 1.75 3.5 4,051• .1 2.040 4- TRACK, ASTRAGAL f INTERLOCK ANCHOR CLUSTER - 04 , J INT. � AITIMALDIV INTERLOCK --e CENTERLINE I INTERLOCK CENTERLINE AMAGAL OR 1 {+-- INTERLOCK CENTERLINE 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 3.5 4.049 - 1 - AVI A$ r : , TnLrl lkaT /ANCHOR CLUSTER -05 INT. J 4- TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - 05 4.072 1 _J r INT. 3.5 L J 2 -TRACK ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C6 INTERLOCK - ^-n CENTERLINE I 4.051 AS`413AL OR INTERLOCK ( CENTERLINE 1,75 3- TRACK. ASTRAGAL / INTERLOCK ANCHQR CLUSTER - C¢ (AetTRADAn► - 2 INTERLOCK CENTERLINE 4-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - 06 'fI � ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. ow ,a q' oi' 4r N 49T5 Robert). Am o,RE PE A49752 • • • • • •• • • • •••• • • • • •••• • • • • • • ••••• • • •• • • • •• •• • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • •• • • • • • 7111 2- TRACK, 90° OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE). ANCHOR CLUSTER - C4 2.04 3.889 �_ �— 3.5 3- TRACK, 90° OUTSIDE CORNER SHOWN, 3- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) 0-8 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS r r INT. 2.04 ' L z- TRACK, 90° INSIDE CORNER SHOWN, 2- TRACK, 90 OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER -C8 USED FOR C5 AND C8 - `i 3.889 1 � � d I g ( 2.04O 0 I _' 3.5 3.889 EXT. 4 -TRACK 90° INSIDE CORNER SHOWN, 4- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. Appeared es Goopkinfrateith0 Deft 04,06 2Pd0 Mlam7 0001 C01061 weer. aske 4WtlI* fffif enc 0101010 4M0 710002 SAC OW05109 esteem Wear B A Cboand By PER MAW 0aoe aa.MMENT8 P6t A0M0 67402 COMMENIV 1070 TEGMAIO OOTOANE NOX0100 FY 31278 P.O. BQi718JB macaw's, F! 27274 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI mamas 0E6770 PRPPARPI) AV• sags NTS FT1 HC' a 77 >AF Fl 4280 pH' 721-89117784 F477 42 7-08817118 ® mm�B4Q:° °'6CE 14 ' 0 G °' e ct e ` r 'j ATE (S : l . :, fdd dr 'o1dA`N Robert J. Amoroso, PE 12 0 23 PGT0002 47FN COARWFJ 1 ROM T AT 1214 ROM • • 1" MIN. ED. TYP. EXT. 1/4° MAX. SHIM SEE ANCHOR NOTE 6 SHT. 1 (1(4" MAX.) 3/8" MIN, WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A, 2-TRACK FRAME HEAD DETAIL B, 3-TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SW. 1 21/16' .11111 1 MIN E.D., • EDO, TYP. • TYP. • *MAIL E, 2 SILL .WOOD INSIT 21/16° O.C. 2x WOOD BUCK TYP.. SEE ANCHOR NOTE 3, SHT. 1 1" MIN. E.D. TYP, EXT. 1 3/8" MIN. 1/4" MAX SHM 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 • • • • eCON:RETE ANCHOR TYP., • • ASEeRNICHOR NOTE 1, SHT. 1 SEE ANCHOR M e6.SI-rf. 1 • • •• • ii • • • SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX) EXT. • EXT.. • •• 21/18*••• NCRETE SEE CHART SHT. 1 • • „ TYP SEE CHART, SHT. 1 4 3-TRACK FRAME SILL • VdttlETE CRETE INSTALLATION •••• SEE CHART, SHT. 1 EXT. 2 1/16" 0,C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION 1" MIN 21/16" E.D., O.C., TYP. TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION SEE CHART SHT. 1 21/16" O.C, rfP. " MIN. 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 6, SHT. 1 (1/4" MAX.) EXT 1/4" MAX. SHIM DETAIL C, 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 1 318" 21/16" O.C., TYP, 21/16" 0,C., TYP. SEE ANCHOR NOTE 6 SHT. 1 (1(4" MAX) SEE CHART, SEM. 1 2 1/16' 0.C. TYP. 1/4" MAX. SHIM EXT NCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 EXT. SEE CHART, SHT. 1 DETAIL 0, 2-TRACK FRAME SILL CONCRETE INSTALLATION 1' MIN E.D„ WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL I, 4-TRACK FRAME HEAD WOOD INSTALLATION 4 4 ExT 2 1/18" 0.C., TYP. DETAIL K. 4-TRACK FRAME SILL WOOD INSTALLATION 1" MIN TYP. ONCRETE SEE CHART, SHT. 1 2 1/18" 0.C. TYP SEE CHART SHT, 1 DETAIL 0, 3-TRACK FRAME HEAD CONCRETE INSTALLATION 1X WooD BUCK TYP,, SEE ANCHOR NOTE 3, SHT. 1 1 3/8° MIN. 3/8" MIN. WOOD ANCHOR TYF'., SEE ANCHOR NOTE 2, SHT. 1 cespiyks with ea Oslo Z ,„trfr 1 1. ( 010 . se\ (gt • 4 , �T Ilettelbr omen best 0/06/40 PER AWNS OWE COMICSOS Rawsd laibr Iterlans SUC IVI2 C9 PM MAUI DADS =SWUM Swear du avow* 3. EihIC 05554241 1070 TECHWOLCOY DRIVE NCKCSUS, FL MTh P.O. SPX IS19 NOM* ft 24274 ANCHORAGE DETAILS TAW SERIES 770 ALUMINIJM SGD - LMI 4444644 B7173 6.w NTS IZIFPARPn SY. atm 13 a 23 *oft* POTV002 N COW V_ ATP C26 . 17C1Cic Fn v 4.0 R ;; ..10, Vtditl CE law Robert J. Aotbruito, PE 049752 F FL eNtAll PH 171441 FAX '121 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21/16" Q,C., TYP, SEE ANCHOR NOTE 6, SHT. 1 (1/4" MAX) WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 •••• • ••• ••• • • •• • p.c., TYP. z i +1 ∎ _ ,i I 1 3/8" MIN. --+r 1/4" MAX SHIM —.I EXT. SEE CHART, SHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION rt 1" MIN 2.693" MIN. 1" MIN. —gyp 1/4° MAX SH —.1 I+ ._t I I1{II IOW ■ ,. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT, 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 • •••• • • SAIL M, 4. RgCK f'RAME JAMB • ' WOOD I IKON P-HOOK MOUNIIIIC 4 ARTOR rt N I4ORS LOCM 4I44PAN • • E TT �/EEEEtt�jj • • INSTALLA�ION�A7VCIdO SR •••• • • • DETAIL, N. 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 1 318" MIN. EXT. DETAIL S, P-HOOK WOOD INSTALLATION CRETE 1/4" MAX SHIM --.1 SEE CHART EXT. SHT. 1 CONCRETE ANCHOR TYP., SEE 1 3/8" MIN, ANCHOR NOTE 1, SHT.1 1" MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1 3/4° MIN. WOOD ANCHOR SEE ANCHOR NOTE Z SHT. 1. ANCHOR OTT. FROM TABLES 14, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 2 1/16" DETAIL O, 4 -TRACK FRAME JAMB O,C., TYP. CONCRETE INSTALLATION 1 3/8° MIN. 1/4° MAX SHIM DETAIL 0, 3 -TRACK FRAME JAMB WOOD INSTALLATION $EE CHART SHT. 1 1/4" MAX. SHIM —►) ;b•;,;., �� SEE CHART SEE CHART SHT. 1 SHT,1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 1" MIN. 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL T, P -HOOK CONCRETE INSTALLATION ASONRY RETAIL P. 2 -TRACK FRAME JAMB CONCRETE INSTALLATION I SEE CHART SHT. 1 1/4" MAX SHIM EXT. I CONCRETE SEE CHART ANCHOR SHT. 1 TYP., SEE ANCHOR NOTE 1, $HT.1 i1111I1'':: ". 2 1/16° RY DETAIL R, 3 -TRACK FRAME JAMS CONCRETE INSTALLATION SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS ONCRETE / MASONRY (GROUTED BLOCK ONLY) SEE CHART, SHT.1 2 1/19" 2.893° MIN. O.C., TYP. O,C., TYP. SEE ANCHOR NOTE 2, SHT, 1. ANCHOR OTT. FROM TABLES 13, SHTS, 7-9 PERTAIN TO THIS ANCHOR LOCATION, 3.5" TYPICAL JAMB CLUSTER FOR DETAILS M.N,O.P.Q &R Approved ■wttb ase Ai1aa1! KAM BF Bur. Wader: SMC out owena Fan aiy: 11715709 treamey. baka RmteNrw: A &NSW RA 8MC PER MAN 0sOBoor avrl PSRMwMI DADS C0141407118 W70 TECHNOWGYDRIVE NOKOMIS. PL 34275 PO SOX 1520 NO#42MI9, FL $4274 ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI ssmsebum 340)770 NTS Oar 14 m 23 PGT0fl02 t ostmlu yJ ES, ��0�� ~pEN8F No 49752 4 o e P Robert J. Alnonmo, P.E. PE 849752 P R P A R F J I A Y ; FTC I1 1.' Fr.30 N CY1fi4WF, 3 FO 371.E10-17$11 FAX 3714NN1178A • • • • • • • • • • • • • • • • • • • • • P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS • •• • • • • • • • • e • • NNW • 1r PANEL _ TYPE • • • o• TYPE • • • • • • • i Al 'a wow • s ••4•a• 1 a • 1 .••�•• i • • • 8 a • ••1 • I. • • • • , ••••1 • • • a • c a 1 P._ ®- e__e =A16eme_mme4 DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT @ NOM. PANEL HEIGHT - 8.26° WOOD FRAMING 1 3/8" MIN. 1° MIN. 2.893' MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1 314' MIN. 1 1/4 E.D. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 14, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, DETAIL 'V', SHT. 18, ANCHORAGE DETAILS A' &'C, SHT. 13 A-DETAIL 'U', SHT. 18, ANCHORAGE DETAILS' E' &Yi', SHT. 13 XX -90° CORNER XX (2 TRACK INSIDE 90° CORNER) i *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES 1 SEE CHART, SHT. 1 ONCRETE / MASONRY (GROUTED BLOCK ONLY) E. 2.693' MIN. DETAIL NN. P -HOOK FOR SOX RISER CONCRETE INSTALLATION (ANCHORAGE ETAIL `EE', SHT. 19, DETAILS 'P', ENT. 14 DETAIL 'BB', SHT. 19 DETAIL 1(K', SHT. 20 HORIZONTAL SECTION G -B SEE CHART, S HT . 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 14, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION. #10 X 1.80° PH SMS PANEL CORNER DETAIL #8 X 1.00° PH SMS (OPTIONAL) FRAME CORNER DETAIL ,,. 7 append •itL 888 eM C 41x888 Wed fix wse R.wders Regd6F t Rew°°w • 01040 9 PER WAN DADE00WENTB ROWS, ob Reristrae &NC 1V1879 A 118122024112417E 0080812178 ow.* ma 00347 - 884C 08/16109 1070 77101IN0LO0YDRIVE 110102119, FL 34278 P.O. BQX 1829 14008878, FL 34274 ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES 770 ALUMINUM SGD - LMI 94,0770 N TS 1 6 ▪ a 23 0 ms° POT0002 B TE O ` 44; Robert J. Artroruso, P.E. PE 849782 PRPPARF0 RN. ITC 1 C • 839 8 n098WFl ST 9TP 078 Rt1RK1 8008.77 12888. Pit 3214•0.1789 FAX 321•70.11118 NOTES. 'CC', 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - T DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL SHT.18 -� f DETAIL BB', SHT. 48 i ...le-DETAIL ) `�,DETAIL'FF, SHT. 19, (DETAIL V, SHT. 18, ANCHORAGE DETAIL'N' & DETAIL Be, Silt 19, ANCHORAGE 'P. SHT. 14 ANCHORAGE DETAILS N' DETAILS A , & P, SHT. 14 &'C. SHT. 13 DETAIL', SHT. 18, ANCHORAGE DETAILS A' SEE I TABLES 6 ' tia__an6a Y/_ PANEL TYPE i / &'C t ` .,�NT. S SHT. 13 wOETAIL'EE', SHT. 19, ' ANCHORAGE DETAILS 'N' &'P', SHT. 14 DETAIL BB', SHT. 19 DETAIL'JJ', SHT. 20 '�_ 1 JI�t / EXT. . ,. .. HORIZONTAL SECTION A-A � - - DETAIL 11', SHT. 18, f SEE FRAME & ANCHORAGE DETAILS 'E' • • CMSTRRUC EORN 0)00( (2 TRACK) & G'. SHr. n a' - �,— - \ n nn8 DETAIL 'LE, SHT.1 XX -90° CORNER -XX (2 TRACK ANCHORAGE DETAILS S' 90 °OUTSIDE CORNER) - EXAMPLE & 'G', SHT. 13 a • • e1/TAILS SHP! 15 • • EXAMPLE • • • • • DETAIL '1% SHt.19 DETAIL 'BB', SHT. 19 DETAIL BB', SHT. 19 • GOAL 'DD', SI p',•19,• • DETAIL 'AA', SHT. 19, ltlVOTIORAGE0ETA11S'O' ANCHORAGE DETAILS S & T, • • &'RISHT. 14 SHT. 14, MM $ MN', SHT. 15 1 • • •••• • DETAIL 'C' SHT. 18. ANCHC • • •••• DETAILS B' &'D', S 1 DETAIL 14F1', SHT. 19, DETAIL Z, SHT.18, ANCHORAGE DETAILS M & b', SHT. 14 ANCHORAGE DETAILS &'J', SHT. 13 rya PANEL / ; 9a i APO os •id, 86 cute rftlumodditAL.L. • • • • • DP TABLES • • i i Ij PAW.: TYPE 'R• O 1 • PANEL TYPE • 12 9 SEE NOTE GI 3 X PANEL TYPE 9 C> X PANEL TYPE 'F 9 C7 X POCKET SEPARATE APPROVAL J---' �� 4'�1A Ok . � 6 0 , • •CEk'' ' b 0 .` � : %. '9 c i ` 0 ' — DETAIL 'Y', SHT. 18. XXXX (4 TRACK BY -PA ANCHORAGE DETAILS 1 �� M — -- - — 0)00(p (3 TRACK RIGHT POCKET) DETAIL NY', sHT.18, f - , 0. 49:: , 6 EXAMPLE SHT, 13 &'L', SHT. 14 EXAMPLE ANCHORAGE DETAILS? � gi F 4 .451 '•,�rr;: < pp toP ��•`` 4 �� y sn Nna ��, Robert J. 497 AMMO. 2 P.E. PE 1148782 lA■Ndar Roach* {WY 13 PER Fv!luaaea5�aausa•a7B W7D1E �,aroarmwe AS 9 P BQ. , X 9 NOPIOb&� FL 5{'d74 areu EXAMPLE ELEVATIONS FO , - ' SERIES 77OALUMR4U1NS(3D -LM! �) SMO Oats l/H69B A PBi1HA8®OIDBOAI�VIB SAC RBI Aare f �� m�am0ed� $0D790 *aft NTS aced 18 a 23 o netlwe°, Rot P0T0002 B PRPPARPII BY: MC. 1 1 C' W14 N. CCGiSWF1 NT RTF 1125. R!#:KIF440 FI 8785F. P14 191•R547RP FAX 191- 88847RH • • • •• • • • • • • • • • • ••• ! ••• • . •• •• • J •• • • PANEL LETTER • • • grater Road 13a BBC BOUM S LOCKSTILE (f KNOUT) L aKc LR ASTRAGAL DNI our IN IP WO A • •• FIXED Balet SINGLE INTERLOCK L FIXED LOCKSfLE ASTRAGAL 9V SINGLE INTERLOCK A81RAO& IN 1 �l -r Y • •• •• CIP .` • • • OUT SINGLE INTERLOCK D LOCKEMLE I I Oar bale Brettkor Dabs A Aso Bp tope (NW sl VAC B • ASTRAGAL IN PERUM&DADEfiQIRIEtliB Data IVA Isis SAME tcc FBLOCffD K3T6E �+ FEED r,„CE LOCKSTLE ASTRAGAL OUT ASTRAGAL IN ASTRAGAL OUT a IN M SripmariGLOOKLE ASTRAGAL INTERLOCK e rTa SINGLE EITERLOCK LOCKSTILE =OW LOCKSTILE LOCKSnLE INTERLOCK IWO1EBtl OLOBYO ME FL 3078 P.O, BQX 1870 NOWA RUM PANEL LETTER M VS SC QS SQ AS SA CI IC CF FC PP RR LOCKSTILE LOCKSTILE I!'. SINGLE AITERLOCf LOCKSTILE SINGLE tr INTERLOCK RECEIVER LE INTERLOCK CORNER LOCKSTILE SINGLE INTERLOCK crxt r r rll. GDRN N RECEIVER FD® LOC KSSTfE PANEL TYPES Tarr COI SSE INTERLOCK 1111 r SERIES 770 ALUMINUM SOD - LMI ASTRAGAL AV RECEIVER BUNG tern m+TERIr LE CORNER LOLY STILE ri fe MOB SINGLE OCK C LOQWTd E PIKED IC'- LOCKSTILE CORNER RED ecr Frei L OCKS7T F FIXED Sgp(�1 E LOCKSTITE I INTERLOCK ddr lay. On NTS 97 d 23 1 NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) 0 , EXTERIOR ea wrebiag tM Code XtUR Maud r tol S • 1-1.4 41s, • • • • • • • • • • • • • • • •• • • ••• • FLUSH FLAT SILL RISER • •• • • • • • • FIXED PANEL • • SHOWN •••• •••• • EXT. • • :STAN. V DETAIL V SILL RISERS OPTIONS FLUSH BOX SILL RISER FIXED PANEL SHOWN 4.00r EXT. LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER DETAIL 'X' DETAIL `111, FIXED PANEL SHOWN �Te LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL T DETAIL 'r DETAIL LL' SCREEN AT HEAD C ] EXTERIOR INTERIOR [� (ALL VERT. SECTIONS) 00 EXT ® o DETAIL' MM' SCREEN AT SILL NNW A.drx SAC SAW bde MASAO s I9ft696 Regtekes A A Amid Ao AtA MAIM AIR AIM MADE COMMENTS Aso 10761Et%NIXOGYDRIVE aara•6s FL 347/8 P.O. DX 16?d Amigos VERTICAL SECTION DETAILS SERIES 77OALUMINUM SGD - LMI awxu�t Aar Ne.c Ior hx Robert J. Amoroso, PE S0D770 AIT3� 18 a 23 I R377:1002 8 PE 049762 P RPpARPn 0Y• PTR 11 f: 6'+AN MAMA AT SW f7* Rosso Pn1+P I1 : 0 - Pro Alti 17 os PA10 1 - M10.118.a • • • •• • • • DETAIL 'CC' STANDARD ASTRAGAL AND STILES • • DETAIL'BB' • • •••• • .. • • • • • • • • • • • • • • • • •• •• •• • • • • • •• • • •••• • • • • •• •• • •• • • • • • • •• •• • O • • •••• • • • ••• • DETAIL 'AN •,ro18� •ns 3NC 0S ree X08 l WBp 1hAMt A ct.d.ww, Ors FEW IOW WOE COWENRI DETAIL `EE' DETAIL CC' HEAVY DUTY ASTRAGAL AND STILES AT MIDSPAN DETAIL 13D' (FIXED PANEL) L j INTERIOR (ALL HORIZ. SECTIONS) 0 . EXTERIOR *ITEM 81 SHOWN, ITEM 80 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE 1070 TEONICIL0GYDRVE NOVlOAB8 R SPJ78 P.a BOX 182D NOKONS, F134474 AT MIDSPAN DETAIL 'FP (FIXED PANEL) DETAI L'W4' AT MIDSPAN DETAIL '013' (FIXED PANEL) HORIZONTAL SECTION DETAILS SERJES T70 ALUMINUM SOD - LMI DETAIL 'NN' SCREEN AT JAMB DETAIL IT *wand meomp1AOg with the FTmlr��11 _•/• Mull Owing NOM � a•• JAMES w'4 i .G1 S. V r 'TE OF : it/ ROEe7 7 A r. I!a P.E, PE 049782 rrrut SOiD770 AfTS &.r 19 d 23 >a aw& P'O70002 PRFPARPf RY• LTC 1 1 f ' 535 W C.fk'RWPI ST RTF /"JR. Fmr.op.. • RAM P14 :17141teb17AR FAX *1,R7.11P9 • a DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) Read aa aitC EINC Met Dec latat 177f8/09 Des A A Inaladtlx RJA PER MAND10EC 78 Cla tofo 7ECNNOLOGYO NE FLEW NOKOAO9 FL 3187/ HORIZONTAL SECTION DETAILS CORNERS SERIES 770 ALUMINUM SOD - LMI ReNNtNe 80D77E NTS Moe 20 s 23 POT0002 PAFPARFP RY: PTO.11 7 rnasWF1 RI FM Ma R01'r mew A QIf. G.l4K.` 't 3/44E8 4f N 1 49152 In, +'S'• `� E1' 4 Robert J. Amoweo, P.E. PE #497a2 R ;MAR PM "1..439 J-1,HR FAX- .t1.99 .1789 ITEM POT Cwg. # POT. # Description 1 17308 817306 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3•TRAKK HEAD 4 17312 617312 41RACK HEAD 5 17314 817314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD-ON 7 17304 817304 2 -TRACK SILL 8 17301 617301 2 -TRACK SILL WITH SCREEN RAIL 9 17307 817307 3•TRACK SILL 10 17310 617310 4-TRACK SILL 11 17313 817313 FRAME SILL TRACK NSERT 12 17315 817316 FRAME SILL SCREEN ADD•ON 19 17318 617318 FRAME SILL SCREEN END ADD-ON 14 17305 617885 2•TRAO <.IAMB 15 17302 617302 2•TRACK JAMB WITH SCREEN RAIL 18 17308 617308 3 •TRACK JAMB 17 17311 617311 4TRACK JAMB 18 17322 617322 SILL RISER - 0 19 17319 817319 SILL RISER • 0 HOLLOW 20 17321 617321 SILL RISER • LOW FLAT 21 17318 817318 SILL RISER - LOW HOLLOW 22 17388 617385 SILL RISER - MED FLAT 23 17354 817364 SILL RISER - MED HOLLOW 24 17320 817320 SILL RISER -1 HOLLOW • a• 17323 617323 SILL RISER • HIGH FLAT 28 • 11333 8 7333 P00KE7 DOOR P-HOOK • • y7 7070 •670304, NEOPRENE BULB WSW FOR P -HOOK 28 • 17334 • 617330 POCKET DOOR P•HOOK MOUNT 4 l8' : 17335 61733,E P -1 COVER 30 17348 073481 POCKET DOOR P-HOO K FOR BOXRISER 4PTI0NAL PARTS '1.5,404414 IN CRANING) • 40• 4319 •48120 1 SCREEN SIDE RAL - LOKKSTILE f 1 • 47L00 WGSK SCREEN LOCKSET F42 s 4 ' 41846 SCREEN KEEPER SPACER SET 43 • 8152 • .8602 SCREEN INTERLOCK ADAPTER • *• • 4428 0 • • SCREEN DOUBLE INTERLOCK 46 • 4317 81 2 8 SCREEN TOP RAIL • 48 4318 • • •1•2870 SCREEN BOTTOM RAIL 11 688 1 • :lei& STANDARD ROLLER • • 888 7SRAX STANDARD ROLLER - ST. STL. Pe 4344 i 8l3* • SCREEN ASTRAGAL • 1• 17349 • 117349+ 0X0 SCREEN ASTRAGAL ADAPTER 51 • 1892 61692 SCREEN SPLINE -.165 •n• 1894 61694 SCREEN SPUNE -.150 53 81816020 SCREEN C.0T14 54 1725 1/2' x 4° x 1/18` SITING BLOCK 55 1728 T X4° X 1/18° SITTING BLOCK 202 GLASS 7/18 LAMINATED HT-HT PVB 203 GLASS 9/18 LAMINATED HT-HT PVB 204 GLASS 7 /18LAMINAT®HRHTSOP 205 GLASS 9/18 LAMINATES H1-N SGP ITEM PGT Dag. # PGT. # Descrtptlon 60 17326 617326 PANEL STILE 81 17328 817328 PANEL STILE (HEAW DUTY) 82 17327 617327 INTERLOCK ADAPTOR 83 1225 67P248 VINYL BULB WSTP. • THIN ONSIDE INTERLOCK) 84 1729 71728 SILL END WEATFERSTRIP PAD 65 17328 617328 NYERLOCK SCREW COVER 87 17329 817328 ASTRAGAL 88 17339 817339 HEAW DUTY ASTRAGAL 69 17324 817324 TOP 6 BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION )INJECTION MOLDED) 71 1895 71895 1 1/2° X 1° X3/4° HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 7815314 TANDEM NYLON ROLLER ASSY. 74 SILICONE COW 899 OR 995 75 8185 78185X GEMINI MORTICE 3-PLY DIAL LOCK W /LONG TRIM PLATE 76 71032XIFPFX #10.32 XI" FL SS SCREW W / TYPE °F°7IP 77 7103239 1032 STEEL ZINC II -NUT 78 17358 817358 3118 & 1/4 OGEE BEAD HORIZON 79 17357 817357 1° 0 BEADHOIZON'AL 80 17359 617369 7/16 BEAD HORIZONTAL 81 17380 817360 9/16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 1/2°X 1110° SINGLE SIDE ADHESIVE TAPE FOR 10 BEAD 100 6052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1898 71898 COST PLUG 103 8186 78188X 1° KEEPER 104 853 ISE/KEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP • 8° LONG 108 17352 617352 EXTERIOR MED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78182814 HANDLE KR- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X314° PH, PN. TEK - S.S. 112 1235 87518 WSTP, .270X.170 -FN SEAL 113 1712 84086 .187 X.230 FINSEAL 114 710X115PPX 010X 1 1/2° 115 71WW #1UXP 118 720X1X #14.20X1° ST. STL. 117 720X112X 014-20 X1.5" 57. STL. 118 17338 617338 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 8117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATED* 3/15T -7/18 LAMINATED HT-HT PVB 211 GLASS LAMINATED IG 1/4T- 7/16 LAMINATED HT -HT PVB 212 GLASS LAMINATED IG 3118T • 7/18 LAMINATED HT-HT SOP 213 GLASS LAMINATEDIG 1/4T- 7/16 LAMINATED HT-HT SGP • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • NOTE: ALL ALUMINUM = 6083 -T8 Kaaaex OiOe Rnafros Raefe11 aNv r 01.880/0 B PER UAW O RCOMM3118 Rend* Mr Rabb= MO MOW A FBRI6A IDAOE QB trial• the aeetae•! Dm 08 I G AL $ P.fd BQf 1@B NOl(t , FL54274 ` ��t � Altlt[ s O� No 49752 O% le Robert J. Amuse, PE P8049782 028M. PH• 3714185-1788. FAX 311.888.1789 PARTS LIST SERIES 770 ALUMINUM SOD - LMI 0 N7$ 21 a 23 Pam002 0 P*I80ARF8 48Y• * 1Y I 1 C' 838 N RMYV WFI PY BTF C2R Rf1Cit1 8081 0 • • INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (86) MATL: 6083T6 (8) MAT'L: 6063 -T6 (78) MAIL: 6083 -T6 .• Wag • 8075° •• •• • • •• • .�� • ( MAIL: 8083T6 •••• •• •• • • • • •• • • • • • •• B • • •••• • •••• It a(Ra oar 0.233° 0.062° P-HOOK SCREW COVER ( MATL:6083T6 3.802" • (24) MAIL: 6083 -T6 0.752" (23) MATL: 608348 P -HOOK FOR BOX RISER (30) MAT'L:8063 -T6 0.750° 4.125" 1+- 3.25° TOP/BOTTOM BOTTOM RAIL (89) MATL 6083-T6 1.304" 2.556" 0.062" -► SILL TRACK (11) MAIL. 6083 -T8 3.979" 0.125° 3.125" STANDARD STILE (60) MATL• 6083-T6 1.872") i -. 1 I-•- -- 0.232" STANDARD ASTRAGAL (87) MATL: 6083 -T6 GLAZING BEAD (.Q.) (79) MAIL: 8083-T8 1.8" 2.455" FIXED PANEL CLIP (106)MAT'L: 6083 -T6 3.879" 0.281" HEAVY DUTY ASTRAGAL (88) MAT'L: 6083 -T9 3.126° - -+I HEAVY DUTY STILE (61) MAT'L: 6063 -T6 1.645° 0.062" � 1.487' • • 1 SCREEN STILE 1 • 0.062" (40)MATL' 6063-T6 0.082" -- ►IH+ -- r • '°-- 0.750" FLUSH FLAT SILL RISER '�{ �" 0.232" (18) MAIL 6063 -T8 P 0 232° 0.082" -- ..- �- r 0.908° 4.058" 3.308° I 3.955" ff 3.205" 1.5 _.. _.i 0.082" --.-11-..-- 0.06r --4--- -- 0.082" -+-1 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SU.L RISER BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL, RISER (21) MAIL• 6063 -TO (19 MAIL 8083-78 ( MAIL 608348 (2 MAT'L: 8083 -T8 (25) MAT'L: 8083 -T8 0.232" 0 .550" 1.739" FIXED PANEL RETAINER INTERLOCK (108) MAIL: 6083 -T8 (82)MATL: 8083 -T8 P-HOOK MOUNTING ADAPTOR ( MAIL: 8083 -T8 k. froaskew Oman Defer 8Alc aamr are Ronde', ear Roam 8! 10 WINS A • PER ML4W. DACE COMMENTS 08103/09 AN aOr 1070 VICHNOLOGY ORAN N:KOMIS FL S4278 P.Q BOX 1879 MOMYIS FL30774 800770 NTS EXTRUSIONS 1 SERIES 770 ALUMINUM SGD - LMI oft 22 23 ed.mac rm° itft rAm PRFPARF)1 RV. . 11(:'838N ffnoNeWFl Si ATE .K *F F F17D968 PM' 371.E88.17F8 FAX 371..6884789 A 1 001111111144 i •�0�� C11 . N 4., I *5 4: 9752 a _ :9 r4�#E e $ ,FOg1 0 P . .... ,. . Robert J. Ammo, P.E. P E 549782 • • • • • •• • • • • • • • 1 1.1 - 1111 — - ASV - • • • •• • • •• 0- • • i • •••• • • ,• • • 1.4"• • • • • • • ••• • ..•• 5.069 0.081" (1 MA L:8 3- 8.198° 0.081° — ,2 -TRACK HEAD W/ SCREEN TRACK (2) MAIL 608348 • •• • • • • • 4 -TRACK HEAD 0 • • (4) MAIL: 8083 -T6 0.081' — 3-TRACK HEAD (3) MAIL: 8083 -T8 6.821° •••• • 7.106" tS 9.142° 4" INSIDE CORNER ASTRAGAL AGAAL (120) MTh: 8083-11) 1.211" 9682° 0.080" 4-TRACK S LL (10 )MTL• 8063 -7`8 8.628" OUTS C RNER ASTRA (119) ]MA "L 6083-T6 0.080° — 3 - TRACK SILL (9) MAT'L• 8083 -T8 8.221" 1 1.606' 0A80' -TRACK SILL W/ SCREEN TRACK (8) MAIL: 8083 -T6 1.806" 1.38° 7.106° CORNER RECEIVER (118) TL; 8093 -T8 0.081" 4 -TRACK JAMB (17) MAIL 6083 -T8 1.38' 9.141" 2 -TRACK JAMB W/ SCREEN TRACK (15) MAIL 6083-T6 Approved sa tainpketeg Off Cage Sift /.7 IOW met baw Re.iev Rasa* Ostia Der Swabs A 08104/08 RJAor •ie PER WM TECHNOLOGY DRAT NOICOMISS FL 84778 P.O, 8QX 11548 NOKOMIE4 FL8.74 EXTRUSIONS SERIES 770 ALUMINUM SOD - LMI 800770 NTS RRRPARFn RV, C. 11111 Moe 23 a 23 R•4N rnn, wF1 PGTO0a2 A RT RTF C714 RntIl )41.4 R .•�,(iQ,.l EA1�if.p ,; I o .., 'G b a r. 6 A re O '1 4 I "1.4':. • RobettJ.A, rnu , P.E. PE 049762 wpm T+M• 3714611' MR FAX 37141P117R4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Innovative Window Concepts, LLC 1801 Corporate Drive Boynton Beach, FL 33426 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 AI-DJ 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 2041/2062 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06 - 63, titled "Series 2041/2062 Alum. Horizontal Sliding Wdw." sheets 1 through 5 of 5, dated 09/27/06, with revision A dated 06/11/09, prepared by Al- Farooq Corporation, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectibn'ht 2h4 jdb sits ai t$e secfuest of the Building Official. This NOA revises NOA # 06 1020.05 and censistgoiflis Paiei•ancJ evidence page E -1, as well as • approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E. • • A r e) • 9. • • •• ••. •• • • • •• • • • • ••• • • • • • • • ••• • • . • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• • • MIAM 1 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode • • •. •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No. 09 -0707.02 • • •• • • •• • • • • • • • • xpiration Date: February 22, 2012 Approval Date: November 11, 2009 Page 1 Innovative Window Concepts, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -63, Sheets 1 through 5 of 5, titled "Series 2041/2062 Alum. Horizontal Sliding Wdw. ", dated 09/27/06 with revision A dated 06/11/09, prepared by A1- Farooq Corporation, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by American Test Lab of South Florida, Test Report No. ATL- 0720.01 -06, dated 08/22/06, signed and sealed by Henry Hattem, P.E. (Submitted under previous NOA#06- 1020.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 6/11/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated June 10, 2009, signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 06- 1020.02, issued to Innovative Window Concepts, LLC for their Series 2041/206 A • • 1idin Window — L.M.I. approved 'Q��UA�� g L.M.I., PP roved on 02/22/07 and expiring ob.02PVi Z ::: •. •. ... .. • • • ,.tom • ... .. ... M net Fe P.E. • • • • • • • • Product Control o er • • • • • • • • • • • • • • • • • NOA No. 0 07.02 • • .. • • .. • • . • • • • • • *Expiration Date: February 22, 2012 Approval Date: November 11, 2009 .... :i: . . • . . . . . • .. . . .. .. ... . . • • • • •••1 • • • • :0 OR OX SIZES) WINDOW DIMS. 99 -3/8" SI_ S • '. _• �i5 . •••• •• •• 111(11•••11111•111•1•1111•11• 1111111•1111•111•1(1••• 28 7/8' MAX. VENT WIOTH 41 3/8" MAX. D.L. OPG. 28 7/8" MAX. VENT WIDTH 2 ANCHORS Al MTG. STILE ENOS AT 3" O.C. TYP. 49 1/8 W D.L OPG. O.L. OPG. 28 7/8' MAX. VENT 8IDTH 70 -3/8" 80 -5/8" 98 -1 /s • • '" ■■■ • •••• • • • •• • • • • • 'HESE WINDOWS ARE RATED F0► LARGE to SMALL MISSILE IMPACT. SHUTTERS AREWIOT REQUIRED. ••• • • • • • •/ 'PROVAL 2 •TT SINGLE yt11!S BY SIDE • OOMBINATION, OF H.S. /H.S. OR TABS eNTAL SLIDING WITH OTHER • • • • TMI -DADE COUNTY APPR D Wj i NING MIAMI -DADE COUNTY • ROVED MULLIONS IN gET+d • • • •IQWER OESIC P*SURE FROW 4149NNTINS OR MULLION APPROVAL • WILL APPL1•T0•ENTIRIE SYSTEM. • • •• • •• • • • • *MIS PR000C• ?U!5• BEEN DESICI P AND•TESTED TO COMPLY WITH THE REOUIREMEF}fi D¢F FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCtTY'I40A1 NE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT MATED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. O.L. OPG. TYPICAL ELEVATIONS SILICONE \ CORNING 995 l 1— 3/16' HEAT STREW() GLASS 090" I NTERLAYER \BUTAORE PYB BY 'OUPGNT' 3/18 HEAT STREN'0 GLASS �fm SILICONE D0W CORNING 995 \--3/16 HEAT STREN'D GLASS 090" INTERLAYER r f 1 SENTYRYGLAS PLUS 8Y 'DUPONT' SERIES 2088 3/16" HEAT STREN'D GLASS MAXIMUM DESIGN LOAD RATING ® + 75.0 PSF (FOR SIZES 511OWN A80vE OR SMALLER) – 85.0 PSF 8 2041 MAXIMUM DESIGN LOA ITI G' ' +75.0 PSF (FOR SIZES SHOWN ABOVE OR SUVLLER) – 100.0 PSF SERIES 2082 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS - DEC -219 1/2" HEAD/SILL CORNERS —_=. 1 drowmg no. LW06-63 `sheet 1 of 5 • ••• • ••• • • • ••• • • • • • • •• • ••• • • • ••• ° _ • O • • • I•• • •• •• • II • • • D•• • � •• •• • • ••• • • •• • ••• • • • • • •• w �.fj • I 'A) 4" " 4 2 1/2" MIN. 1 IRV 1" NIN r WOOD BACK 4 4 � to a s.. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL l STRUCTURE 4 . E1_:__,1 TYPICAL ANCHORS J SEE ELEV. FOR SPACING MIAMI -OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING Ed Ed n mCHOR EDGE DISTAN„a WEEPHOLES; WI n 1 -5/8" X 1/4" WEEPHOLES AT 7 -1/8" FROM EACH END AND 24" 0.C. WITH WEEP COVER W2 1" X 1/4" WEEP SLOTS UNDER FIXED LITE AT 24" 0,C. W3 1" X 1/4" WEEP SLOTS ON VENT AREA AT FROM ENDS AND 7 -3/4" 0.C. WOOD BUCKS AND METAL STRUCTURE NOT BY W.C.1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV. FOR SPACING 1/4" DIA. UfTRACON BY 'ELCO' (Fu =In KsI, Fya155 KS INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRII I IN1t SC.R " i' y CRS) INTO MIAMI -OAOE COUNTY APPROVED MULLIONS (MIN. THK. n .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO CONCRETE AND MASONRY = 2 MIN. INTO WOOD STRUCTURE - AS SHOWN INTO METAL STRUCTURE = 1/2" mtg. CONCRETE fa 3000 P51 MIN. 0 -90 HOLLOW /FILLED 31.00K Pm n 2000 PSI MIN. SCANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. Env; ADVAI7 WOAD FLa E 1 78867 C.& . 3 5.78 JUN 1 5 2009 • ' deowing no. [ W06 -63 (sheet 2of 5 1 • ••• • ••• • • • ••• • • • •• • ••• • ••• • • • ••• • • •• 0 •• • • • • • •• • •• 1/4' MAX. SHIM L TYPICAL ANCHORS SEE ELEV, FOR SPACING J.411111 F' ` ' 111111F =' 1/4' SHIM • • • • • • • • • • • •••• 7 TYPICAL ANCHORS • SES Etajts FOR SPACIN • • • • •• • •• • • • •• •••• • • • • •••• VENT WIDTH •• •• • SCREEN OFT. (- EXTERIOR O L OPG. MIAMI -DADS COUNTY APPRA MULLION SEE SEPARATE NOA WINDOW tit TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT YMTH SCREEN OFT. - EXTERIOR wINODW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 env WAN) HOAR CML FLA. N I .78883 CA N. 39]9 JUN 1 5 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING ,eY WOOD 6UCH P 79.47)iUCT REVISES) LS NvlpI Ira ae*41 Cw Plssldd, Bladist; Cock Aeoptsimv drawing t . W06 -63 (sheet 3 of 5 J 171;M PART p Q UANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMEABKS 1 021 -005 2 I 021 -014 1 FRAME HEAD 6063 -18 - - I FRANC SILL BASE 6083 -16 3 -1 021 -013 . 4' " 't 021 -015 5 021 -006 1 1 FRAME SILL INSERT 6063 -75 - FRAME SILL COVER 8083 -T5 - - -- - - -- 2 FRAME JAMB PIXEO MEETING STILE 6063 -TB 8 7 �� 022 -007 022 -004 1/ VENT 1 / VENT 6083 -75 - 60141 510E 191991060 6053 -78 - - -_ 8 022 -019 1/ VENT 4/ GLASS VENT 510£ PULL GLAZING 8E4 6083 -75 9 D21 -0 8083 -15 - - 1C 921 -003 2/ VENT VENT TOP /BOTTOM RAIL 8083 -15 11 12 D21 -039 1/ VENT WATER SHED 6063 45 - 1/ MTG. RAIL & 1 BELOW FIX. 022 -038 - SILL REINP1Rn.EMENT, 13 LONG 6063 -15 19 021 -616 1 TRACK ALUMINUM - 14 010 -004 2/ VENT 2/ VENT WHEEL HOUSING ASSEMBLY SWEEP LOCK (60207) RIGM PVC M & N PLASTICS 15 004 -002 - SULLIVAN & ASSOC. #8 X 1" PH 5965 008 -014 AS REOD. ASSEMBLY SCREWS ST/ST _16 17 008 - 031 4 MTG. RAN. AS9E14811 SCREWS 51/5T #I0 X 1" PH SM5 18 018 - 002 AS RECD. .187 9 170 WOOL PILE W/ FIN SEAL FELT ULTRAFAB 19 20 023 -001 AS RED. 187 X .270 FOAM PILLED BULB VW}1 AMESBURY 012 -004 AS RE00. GLAZING COMPOUND 592C0NE 00W 995 FRANK LOWE RU80ER 21 018 -006 AS RE00. 1/8" SPACER ACRYLIC 22 012 -001 AS MD. 5915504 SEAM SEALER - SCNNEE MOREHEAD 23 010 -014 061110 NYLON NYLON Al & M PLASTICS 24 010 -015 AS RE017, WEEP COVER PREFERRED ENGINEERING 25 015 -001 AS 9E00. .185 X 220 BULB VINYL VIVYL MASTER TOOL 26 27 010 -002 2/ VENT ENO CAP ACETYL N & M PLASTICS - - - - - 28 015 -010 2/ LITE 1/8" X I/O" SETTING BLOCK ATOPRENE FRANK LOWE RUBBER • • • • • • • • • 2,765 I - I .062 1,226 2.024 FRAME HEAD 1.181 2.467 ® FRAME SILL 9A5E 3.095 — -- 2.472 ▪ .625 1- 1.295 81 VENT SIDE PULL 1.625 `® GLAZING BEAD 3.189 r 3.317 -1687 - FRAME JAMB • • • • 1. 2' 1894 • • 1.69 • •••• • .070- • ••• i• •• • • 1.467 • • .462 • • • (7)VENT SIDE INTERLOCK 1.15 • • • • • • 3 VI41.1XTQACK • • • 1 1.838 • •••• 4 • ••• • 1 • I ..062 •••• - ^ --••:•• • 2.082 l i ,, • • F 3.062 n �} • • • • () 115ED MTG. nu J • •• • � -. • 108 `s FRAME SILL INSERT - -1,862 SILL REINFORCING 1.887 .8 1.563 FRAME SILL COVER .082 ) 1.333-1 , 995 11 WATER SHED 1.278 drawing no. W06-63 (!heet 4 ;TM • • • • •••• •••1 •• • • • •••1 •• • • • • • • • • • • • VENT TOP /ROTTOM CORNER$ •••• • • • •• • • • • • • • •• • • • • • • •• • •• • • • ••• 1•• •••• • • •••• F1XPO MTG. RAIL CORNER FRAME TOP CORNFR FRAME BOTTOM CORNER JUN 1 5 ?els cpp m .a 0 .c ( _ -; F4N)Wi:f Dl &V136:11 . -o f pOL� ry P A7K I J Y. r drawing no. W06 -63 t sheet $of 5 , BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Innovative Window Concepts, L.L.C. 505 Industrial Way Boynton Beach, FL 33426 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 3040/3062 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. W04 -04, titled "Aluminum Fixed Window (L. M. I.) ", sheets 1 through 5 of 5, prepared by AI Farooq Corporation, dated 01 -14-04 and last revised on July 29, 2009, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IIVIPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 05- 0706.05 Alisi'Mof tiffs 'age: Ind'etiidence sheet E -1 as well as • approval document mentioned above. • • • • • • The submitted documentation was reviewed by Ishoq Log ha a; 4i.Ee : • • • •. • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • •• •• MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.eov/buildlnacode • •• ••• • • • • • • • • •• • • • •• • • • • • • • • • • • • • • NOA No 09- 0527.09 • • Expiration Date: August 26, 2014 Approval Date: August 26, 2009 • • • • • • • • • • • • Page 1 • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Innovative Window Concepts, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 05 0706.05) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -04, titled "Aluminum Fixed Window (L. M. L)", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -14-04 and last revised on July 29, 2009, signed and sealed by Arshad Vigar, P. E. B. TESTS (transferred from file # 05 0706.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration Resistant Test per FBC TAS 202 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series3040 and 3062 aluminum fixed "picture" window, prepared by American Test Lab of South Florida, Test Report No. ATL- 0530.01 -03, dated 06/25/03, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P. E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis, prepared by AL- Farooq Corporation, dated 07/17/09, signed and sealed by Arshad Vigar, P.E. 2. Glazing complies w/ ASTMS- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, for "Saflex IIIG clear & color interlayer", expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of code compliance and "No financial interest" dated 06 25 signed and sealed by Arshad Vigar, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports G. OTHER 1. This NOA revises & renews N04,..# 050700.05 expir�ng.Q8- 26 -09. • • •• • •• • • • • • • • • • ••• •• ••• • • • • • • • . • • • • • • • • Ish�aq L Chanda, P. E. • • • • • • • • • • • • • • • Product Control Examiner • • •• • • •• • • • • • • • • • • NOA No 09 -0527.09 Expiration Date: August 26, 2014 ••• • • • • ••• • „Approval Date: August 26, 2009 • t • • El• e • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • •••• • •• • • • • • 1 THESE MOONS ma RATED FOR LARGE • & SMALL MISSILE IMPACT. HUTTERS IRE NOT REQUIRES • • • _• • • •••••• • • ALUMIKW Flap • • •L • • DESIGN LOAD RATIIipS FOR THjSE•WJ4POWS TO BE AS PER CHARTS &HITT, INA SHEETS & 3. • • • • • ••-• •APPROVAL APPLIES TO SINGLE UN S OR SIDE BY SIDE • • COMBINATIONS OF FIX./FOt, Alf ITH OTHER WINDOW TYIIES•Igr MODULES of BR MORE WINDOWS USING • MIAMI -DATE •OUNTA APPROVED MULLIONS IN BETWEEN.. •• LOWER DEStN•PIIESSURE FI�bu / NRtJDQW5 OR MULLION APPROVAL WILL APPLY SYST • THIS PRODSLI 4 PfA5 BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY W00D BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLT TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPADED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W00O ONLY, MATERUdS INCLUDING BUT NOT LIMITED TO SIEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. SILICONE SIUCONE DOW CORNING 995 DOW CORNING 993 3/15 ANN. CLASS r--3/18 HEAT STREN'D GLASS 090' PVB INTERLAYER .090' INTERLAYER SA FLEX /KEEPSAFE MAXIMUM SENTYYRYG1AS PLUS BY 'SOLUTIA' BY 'DuPont' 3/16' ANN. GLASS 3 /T6 HEAT STREN'D GLASS SERIES 3040 GLAZING OPTION 'A' • P .I�:r�:� z SERIES 3062 GLAZING OPTION 'B' 6° MAX FROM ENDS DAYLRE OPENINGS D.L.O. HEIGHT WINDOW HEIGHT - 4.062 0.LO. WIDTH = WINDOW WIDTH - 4.062' ISIDIRICTREREND aNeoy- oS274:* drawing no. W04 -04 sheet 1 of 5-1 • •••• ••• • • • •••• • 0004 • • • •••• DESIGN LOAD CAPACITY - P8? 62.0 82.0 62.0 82.0 02.0 62.0 82,0 52.0 62.0 62.0 82.0 69.8 _ 69.8_ 89.8 59.8 69.6 899 59.8 88.8 62.0 62.0 59.8 59.8 82.0 92.0 82.0 WINDOW 51145. ANCHORS 'A' 16 -1/8" 24" 26 -1/2" 53-4/8" 29 -1/2 32" 37° 40" 48 53 -4/8' 60" 19 -1/8" • 48° 53 -1/8 38 3/8' •••• • •••• 90-5/8 • • 01.AZING OPTION SERIES 3040 82.0 62.0 62,0 92.0 62.0 82.0 92.0 82.0 62 .0 62.0 62.0 62.0 62.0 82.0 .0 62.0 62.0 () N 0 � O mamas FOR DESIGN LOAD CAPACITY - PS? WINDOW DIMS. 4,111114 19 -1/8' 24' 28 -1/2' 32' 37" or 48" 83 -1/8' 60' 78" 19 -1/8' 24' 28 -1/2" 32' 37 40' 48' 83 -1/8° 6o° 76" LENGTH 29" (3) 38 -3/8" ( 19 -1/8" 24" 28 -1/2" 32" 90.0 37" 50 -5/8 90.0 or (5) 48" 53 -1/8' 80' 88° 78" 99 -1/8" 24 28 -1/2" 32" 63 37" (6) 40" 48" 53 -1/8' 60' 70" 19 -1/8' 24' 26 -1/2 32" 78' 37' ( 40' 44" 48° 53 -1/8' 88' ANCHORS 'A' 120.0 90.0 120.0 I EXT.( +) 1Nt.(-) I Exr.( +) INT.( -) ..• • `yt•R•� 90.0 120.0 90.0 120.0 90.0 120.0 90,0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120,0 90.0 120.0 90.0 120.0 904 120.0 90.0 120.0 90.0 720.0 90.0 120.0 90.0 120.0 00.0 120.0 90.0 120.0 mr.01, r90.0 125.0 0190.0 i 120.0 a ■•i 90.0 120.0 90.0 120.0 90.0 120.0 90.0 90.0 120.0 90.0 -- 120.0 90.0 120.0 90.0 120.0 90,0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 60.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 90,0 90.0 70.0 117.7 90.0 120.0 118.4 90.0 120.0 120.0 90.0 920.0 120.0 90.0 120.0 120.0 90.0 120.0 120.0 90.0 120.0 120.0 90.0 120.0 120.0 90.0 120.0 420.0 90.0 120.0 103.0 90.0 , 120.0 88.6 1 907.4 86.6 70.0 78.4 120.0 90.0 120.0 90.0 120.0 90.0 1213.0 90.0 120.0 90.0 118.2 90.0 114.3 90.0 114.3 90.0 87.8 70.0 64.4 90.0 120.0 90.5 90.0 120.0 80.0 120.0 120.0 120.0 420.0 120.0 120.0 120.0 120.0 120.0 120.0 90.0 120.0 90,0 420.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 ; 120.0 60.0 115.2 90.9 ; 120.0 88.5 108.6 88.5 117.9 70.0 76.4 70.0 76.4 70,0 70.0 - () INDICATE N0. or ANCF1on5 FOR SHOWN DIMENSION ME; 90TH AND LENGTH 04EN510N8 CAN BE ORIENTED UERDCALLY OR HORIZONTALLY AS SHOWN MOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). E•qn W5.:40 +4449 nA. Pr 38863 CA,N.. 838 JUL 2 9 2009 PRODDCPRENBWT sastovisog _with the Merida a! .py 81"rshish b. drawing no. W04 -04 (sheet 2 04 DESIGN 1.0AD CAPACITY - ?SP 9175009 DIMS. GLAZING 0971010 'A' SEI21E3 3040 ANCHORS 'A' 'tAOT8 LENGTH EXT.( +) INT.( -) i `��e�n _ ^ 62.0 82.0 62.0 82.0 62.0 62.0 62.0 82.0 62.0 82.0 82.0 1 82.0 62.0 82.0 62.0 62.0 62.0 82.0 62.0 62.0 62,0 62.0 24 82.0 62.0 30' 62.0 82,0 38" 62.0 62,0 42' 82.0 82.0 48" 82.0 62.0 54" 36 62.0 62.0 6o° • • ?I? • 62.0 62.0 • 66' • • • • 62.0 • 820• •• 72" • 82.0 • • 112.0 • 78' 4 62.0 82.0 i 24 ' • • 62.0 1..142.0 , • 30 • 82.0 4 • 3 • • 36" •••• 82.0 .. • 34.6 4 •• • 5•9 42' • 486 ' 48' • j4) • 47.8 4 • *Res • 4 54' • 47.8 • 4V8• 56' 47.8 0 47.8 • 24" • 62.0 $A • 30' • 62.0 ••670•• 36 ' • 8 4 • 02.0 4 • ; • 42' • 45) 11 54.6 54.6 48' • • • 49.9 i ire ,• 24' • • • • 62.0 • 82.0 • 30' ••4)l, • 62.0 62.0 36' (8) 62.0 62.0 39 58.6 56.8 34 82.0 62.0 30' 84° 62.0 62.0 33" (7) 82.0 62.0 24" 96' 62.0 62.0 30" (8) 62.0 62.0 • •••• • •••• • • • •••• ••• • • ••• • •••• • • • • • • • • • () NIRCWATE OI60. 0? FOR SHON WINDOW DIMS. 0TH 24" 30" 38" 42' 48 54" 60" 66" 72' 78 54 24' 30" 38' 42" 46" 54° 6o' 66' 72 78' ea' 24' 30' 36' 42" 48' 60" 88" 69' 72' 78 ea" 24' 30' 38" 42' 48' 5a' 55" 60 66" 72 74' DESIGN 1,0AD CAPACITY PST LENGTH 24' ( 36' (3) 48' (4) 6o° (8) ANCHORS 'A' ANCHORS 'D' EXT.( +) 90.5 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 90.0 90.0 120 90.0 120.0 90.0 90.0 90.0 90.0 90.0 113.8 90.0 90.0 119.5 90.0 90.0 108.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.3 70.0 70.0 70.0 90.0 90.0 90.0 90.0 90.0 88.5 70.0 70,0 70.0 GLAZING OPTION ' 9' SERIES 3082 INT.( EXT.( +) 120.0 90.0 120.0 90.0 1200 90.0 120.0 90.0 120.0 90.0 120.0 120.0 90.0 } 120.0 120,0 90.0 120.0 120.0 90.0 120.0 120.0 120.0 120.0 120.0 70.0 67.6 90.0 90.0 90.0 90.0 90.0 80.0 120.0 90,0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 00,0 120.0 90.0 120.0 120,0 90,0 ' 120.0 120.0 90.0 120.0 120.0 90.0 120.0 120.0 90.0 120.0 108.7 90.0 109.7 90.0 102.4 88.3 76.4 76.4 76.4 120.0 00.0 120.0 90.0 120.0 90.0 112.5 90.0 106,7 90,0 103.4 88.5 88.9 103.1 86,9 67.6 67.6 67.6 INL( -) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.8 120.0 120.0 120.0 120.0 120.0 758.1 116.9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH LENGTH 90.0 113.8 90.0 88.3 70.0 70.0 70.0 70.0 90.0 00.0 90.0 90.0 70.0 70.5 76.4 90.0 90.0 88.3 _90.0 90.0 90.0 900 24' 30' 36' 42 46' 48' 54 60' 61' 24 30 39' 39" 42' 48' 53' 72' (6) 84' (7) 24' 30" 34' 36 42' 46' 98" (8) GLAZING 0902074 BER1LRR 3082. ANCHORS 'A' ANCHORS 'B' 103.3 95.1 76.4 75.2 67.6 56.5 120.0 120.0 108.6 102.6 76.4 90.0 120.0 90.0 120.0 90.0 i ( +) ; 1M,( -) EXL( *) ; INTd -) 70.0 76.4 90.0 120.0 90.0 00.0 120.0 90.0 90.0 109.8 90.0 70.0 76.4 70.0 76.4 70.0 76.4 120.0 120.0 119.8 129.0 125.0 120.0 120.0 120.0 120.0 120.0 ( ) INDICATE N0. OF ANCHORS FOR SHOWN MEMOS 9 L NOTE: GLASS CAPACITIES ON THIS SHEET APE BASED ON ASTM E1300 -02/04 (3 SEC, GUSTS). J WI01H AND LENGTH 29EN9tONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. .9 . 0 0, a•s m U 1 1 i drawing n0. 1W04 -04 1 ,sheet 3 of 5 ) • •••• • • •• • • • • •••• ••• • • ••• • •••• • •••• • e • •••• • I• • 1• •• 1• • •• • 1• •• • • •• • • •• •• 0 •• • •° • • • • •• • • • •• •••• • •••• • • Y TYPICAL ANCHORS • SEE ELEV. FOR SPACING 1&Y 1Y$00 BUCK SEE NOTE ON SHEET TYPE 3/15" DNA. UITRACON BY 'EI Moon KSI. Fym155 ASO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/15 TFKS OR SELF DRI tJNT: SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L10 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED CUPPED MULLIONS (MIN. THK (NO SHIM SPACE) WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • TYPICAL ANCHORS: SEE ELEV. FOR SP TYPaL E ANCHORS SEE FOR SPICING MINA -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA E 1/4' DIA. III TRACON RY TLCO' (Fast TY KSI, Fy> 155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY INTO METAL STRUCTURES STEEL : 12 GA. MIN, (Fy m 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 110 SMS OR SELF f1RIIIING SCREWS 1/8 ° ) INTO MIAMI —DADE COUNTY APPROVED CUPPED MULLIONS (MIN. THK. 1/8 ") (NO SHIM SPACE) =ALINE INTO CONCRETE AND MASONRY m 1 -1/2" MIN. INTO WOOD STRUCTURE ® 1 MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE re m 3000 P51 MIN. C - 90 HOLLOW /fu-ED .Apt t'm a 2000 P51 MAN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. TYPICAL ANCHORS_ SEE ELEV. FOR SPACING JUL 2 9 2009 TpNNCENBNBN� aacompty7eK alrb iUD11f15 BCade AearNa :: / ! r' Maslen A .fi 11 ITEM1 PART j QOANTITY DESCRIPTION MATERIAL IKANP. /SUPPLTER /REMARKS 4 5 021 -024 s WINDOW FRAME 6063 -15 - _ 021 -020 #0 X 1` 4 GLAZING STOP 4003 -T5 - 2/ CORNER ASSEMBLY SCREWS CRS PH SMS _ - — mi . -002 2/ UTE SETTING BLOCK. 1/2 X I/4" 11 t" LONG NEOPRENE FRANK LOWE $ 7 AS REM. CUEING CASKET RICH) VINYL MASTER TOOL 015 -008 AS REOD. .105 SPACER POLYURETHANE FRANK LOWE -- • • • • • • • • • • • • —3.095 FRAME 2.610 ---d • A `1f1G STOP • • • •• 6 • • • •• T •• •• .343 • • • • •• • • AiEDGF• • •••• • • •• • ERAAIE CORNERS TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • • • • • • •• • •• • • • •••• • • • • . LW.C. WNDaa WIDTH SEE CHART TOR CAPACITY 131.0. WINDOW WIDTH SEE CHART FOR CAPACITY Oft FLA. 0. V35853 vv JUL 2 9 2009 drawing no W04 -04 (sheet 5 f 5 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Coastal Protective Manufacturing, 6950 N W. 37 Court, Miami, FL 33147 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material test for quality assurance pure. 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. 13ORA 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 Hurricsnte Zone. DESCRIPTION: Series 2008 Aluminum Picture Window - LML APPROVAL DOCUMENT: Drawing No 08-221, titled "Series 2008 Aluminum Picture Window Large Missile Impact Resistant ", sheets 1 through 9 of 9 dated 08/27/2008 prepared by Tilteco, Inc., signed and sealed by Walter A. Tiliet, Jr., 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 Missile Impact Resistant LIMITATIONS: All shims utilized shall be load bearing shims. LABELING: Each unit shall bear a permanent label with the mans name or logo, city, state and following statement: " Miami -Dade County PInduct Control Approved", unless othcswise 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 temination and rival of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07 - 082006 and cow of this page 1 and evidence pages E -1 and E -2, as well as approval document nliidure$ agave: :. • • The submitted documentation was revive • bb Itarris, P,E. APPROVED_E • foie .•. • • • • .• Z ,/1/.og• • • • •• • • • • • • • • • • • • • • • • •. • • • • ..• • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •e 000 • • • 000 • • MAIM-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.maimidade.gov/buildinacode NOA No. 08-0919.02 Expiration Date: March 11., 2014 Approval Date: March 11, 2009 Page 1 Florida Coastal Protective Manufacturing NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 08 -221, titled "Series 2008 Aluminum Picture Window Large Missile Impact Resistant", sheets 1 through 9 of 9, dated 08/27/2008, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test report No. FTL 5635 on Drop Load Test per FBC and per ANSI Z 97.1, prepared by Fenestration Testing Laboratory, Inc., dated 08/06/2008, signed and sealed by Carlos S. Rionda P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 2007 Aluminum Picture Window Large Missile Impact Resistant, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5282, dated 07/23/2007, signed and sealed by Carlos S. Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Tilteco, Inc., dated 08/27/2008, signed and sealed by Walter A. Tillit, Jr., P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MAT ERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 4 ? Plus" dated 01/03/2008, expiring on 01/14/2012. • .• •. . • • • • •. • • ' Fitz A.Harris, P.E. • •• ••• •• • • • •• Product Control Examiner NOA No. 084912.02 • Expiration Date: March 11, 2014 • • • •• • • • • • • • • • • • . • • • • • • • • Approval Date: March 11,2009 • • • • • • • • H _ • • • • •• • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • GENERAL NOTES: 1. PICTURE WINDOW LARD MISSILE IMPACT RESISTANT, SHOWN ON 'THIS PRODUCT APPROVAL DOCUMENT (P. A. D,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. WINDOW MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS pal USED IN THEIR ANALYSIS. A DURATION FACTOR CD= 1,60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS WINDOW'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LAB REPORT # 5282 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1812 OF THE FLORIDA BUILDING CODE. 2. M MI LW DE51EN PREaRURE YAWS FOR WNW WINDOWS %m 4 RF AS PFR •+ Mona SHOWN ON SHEETS 5 & 8. ORDERIA FIN# Amass= DIEM SHAPES VI AS EXPLAINED 3. ., ... .t... . ∎ .1 ._rl" ;I: +: 711M1 •.. . h f.laa 4. THIS wow IS APPROVED FOR AIR AND WATER INFILTRATION 5. PICTURE WINDOW COMPLIES WITH SECTIONS 2411.4.1 AND 2411,4.2 OF THE FLORIDA BUILDING CODE PER FENESTRATION TESTING LAB REPORT #5838. S. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6083 —T6 ALLOY AND TEMPER. WITH Fym 25.0 ksi MINIMUM. THE THICKNESS OF AU. EN1f)SUTEIINS SHALL SE SHOWN ON THIS DRAWING. • • • 4165 EWS U� ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT CC ''C� EL AS P DIN 50018 WITH 80 kai YIELD STRENGTH AND 90 kal TENSILE STRENGTH. 8. WOOD BUCKS B UST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE, WOOD BUCKS MUST BE SOUTHERN PINE, 0 = 0.55. WOW IDIOMS NOT WARLORD., COASTAL PROTECTIVE MFG., INC„ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE 1 IILDIIIG STRUCTURE, • • • 8. • Su.�S EET 9 FOR MAXIMUM SPACING, EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY WALL FINISH. ((A Tj, ISTING PaURED CQ�ICRETE: (Min. f'a = 2,0 kW), MIN. EDGE DISTANCE ® 2 1/2 ° . — e1/4 0 041K—CON 10ANEMORS 1 1/4 MIN. EMBEDMENT, AS MANUFACTURED BY HILTi, INC. (COMPONENT ®), T l i i i T. WOOD BUCK. (B), 1 t A48j.1).•C•40 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE 2 1/2 ° . ♦ 1,i4 0 1016K—CON II ANCHORS W/ 1 1/4 MIN, EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT 08 ), THRU 1° P.T, WOOD BUCK, • •• • •• (C), 2! .S. W 0 BUCK. MIN. EDGE DISTANCE = 1 ° . 7, SC1W, W 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY rrW BUILDEX, INC. (COMPONENT ® ). •••• (D) TO EXISTING MIN. 1 /B THICK ALUMINUM TUBE (8063 -15 ALLOY) MIN. EDGE DISTANCE = 1/2". — 1/4 ° 0 -14 TEK SCREW, MIN. 3/4° LONG, AS MANUFACTURED BY ITN BUILDEX, INC. (COMPONENT 0). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -38) MIN, EDGE DISTAN = 1/2 — 1/4 ° 0 -14 TEK SCREW, MIN. 3/4° LONG, AS MANUFACTURED BY rrw BUILDEX, INC. (COMPONENT 3 ). 10. PROVIDE 1/4 MAX. LOAD BEARING SHIM SPACE (IYP.), 11. REMAINING COMPONENTS FOR THIS WINDOW'S SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 9 OF THIS 12. WINDOW'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALT. BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: FLORIDA MST . PROTECTE MFG. INC. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) RONALTPAT PAD. EAAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or DRAWING. P.6 sEAL/SIGNATURE /DATE • MAXIMUM DESIGN PRESSURE RATING (pat) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING PICTURE WINDOW SHAPE WRHIN SQUARE (a x b) OR RECTANGLE (a x b) AS SHOWN IN DOTTED LINE$. AND OBTAINING MAXIMUM DESIGN PRESSURE RATING (pet) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 8 4 8. e00 TSTETO 016 /„ E C 0 IIIB. JI` MONO • eNoINISEMNO 00 E 11 4 "" t Lla 4aibr Mt le SERIES 2005 ALUWINLTM PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT Florida Coastal Protective Mfg. Inc. rat R 38T47 GTem •0 4815 / ov, 0» age -1a» , PRODUCT SUMAS C•• FAG. {High *daffy Hwri9ans Zone) 980•1 BY 6.0.8. / 1.a 8/79/98 DATE 08 - 221 =MN x° 01161 1 31 9 ZZ` a • • •••• • • •••• • • • • • •• • • • • • • DETAIL 1 /1 1 W31 MID •••• .. ••••• D/3 Y • p • I or •• • _ .. • • • •• • •• 0.1..0. (a) ••• ••• •• • • IMO "a" FRAME WIDTH short side (see schedule) 1 11 • • • • • • •• •••• / ice' ea A /31 J Q JJJJJ . CASE 1: RECTANGULAR BUZZ 3 /32 ° .1' -0 "8". Max. ANCHOR SPACING (See schedule an sheet 9) For "a° FRAME WIDTH (short aide). "b" FRAME HEIGHT (long olds) and Max. D.L.O. (a) and Max. 0.I..0. (b) see schedules on sheets 5 & 8. +(D 8 + QQ E m L L „n.) ° WIDTH short elde (see schedule) (SEE NOTE * ON SHEEET 1) CASE 2: HALF ROUND TOP SCAM 3 /32' -I' -0 TYPICAL EXTERIOR ELEVATIONS P.E. SIGNATURE/DATE 02•1 181280 100. - / TART 7e ■ 0t 0lolN q I*0 000 _ T7D1.T4R A. ti ; A1/4.4 "a" FRAME WIDTH short aide (see schedule) CASE 3: EYEBROW EE 1.EE 3/32%0'4 OD 0.10 La/_ a a nresuCiTisvigED Bowingeige 012:011•1111 A�mstJO -,u:er Bse�t . -� » PEAL gtph Vey Hu dcene 2000) SERIES 2008 ALUMINUM PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT Florida Coastal Protective Mfg. Inc. 22L200. /Ayr NZ 9 yr nom 0501 weeps s / ee 0251 me-me PM m 1:0131•00 - e0[ 'lar. No 501 WAIN er< 0..4. / L0. 0/27/00 0218 08-221 owT1010 00 MOST 2 0i 0 • • • • • • • • l • • f " IMAM WALL TwO NESS LL UWINUN ALLOY 8063 - TS NWMI DAD COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL ) OR STEEL MEMBER BY OTHERS MIN. E.D. CONFORM TO ASR/ ABD0, A853 OR SEE NOTE ATB WV 12 OA /MAW WALL 9/1 'HOTNESS. SECTIONS A -A SCALE: 3/8 ®1 Ix P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE OR CONCRETE BLOCK REO'D. 9/1 1x P.T. WOOD BUCKS (SEE NOTE 8/1) MIN. 4 13I EMBEDMENT • SEE NOTE 9/ POURED BLOCK REM], 2 x P.T. WOOD BUCK (SEE NOTE 8/1) P.E. SEAL/SIGNATURE/DATE 1/4" MAX. SHIM SPACE SECTIONS B -B •I.OB Rocco MC. SCALE 3/8 1/4 MAX. SHIM SPACE 7 2° P.T. MD (SEE NOTE 8/1) le ALUMINUM A OY � 3 79 MIAMI DADE COUNTY APPROVED 10U1.11ON (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A800, 8883 OR A36 WTRI 12 OA MINIMUM WAIL THICKNESS. SERIES 2008 ALUMINUM PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT POURED CONCRETE OA CONCRETE (LOCK REOro. maptenea r iMMIMBD No taltheofTeitto ExiftessEoto P.B.0 1 /oToftj Hie late) 08848 SO Y.C.Y. / L.0. 6/27/08 tun " Florida Coastal Protective Mfg. Inc. *OM t �v eNO p t6ALSU1 tL 1sT 08-221 8_ 110]6' rm i - tV " ROM (SON 048.31741 / YO• ta0.+1 ad.two 2"91163 x° WpL7� A, T0�} p lYG 0) ammo xq� • mows am MWOA Ua. 44(69 0 °xA°i. • 61Uf 3 OF 9 • 9 • • • • • • • • A u MINIMUM J ALLOY 1 TRICHNESS 083—T5 MIAMI LADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAQ OR OTHERS SHALL ST TOWER CONFORM AS MOO, AIIS3 OR A39 WITH 12 OA MINIMUM WALL THICKNESS. POURED CONCRETE OR CONCRETE BLOC REVS SECTION Al -Al SCALE: S/(1%.1 P.T. WOW BUCKS NOTE 8 /1) MIN. EMBED SEE NOTE 8/ P.E. tE#L/SIONAT%JR /DATE 02444 12.1199 INC. "a° FRAME WIDTH (OR SHORT SIDE, SEE SCH SECTIONS 81 -81 SCALE: 3/8t e / IL @ C O IINC. 1B.1s R 8 8Ka 2N210$101 t P.E. 1/4 MM. SH1Y SPACE 144m 0191:199111 Orlin - -- SERIES 20OS ALUMINUM PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT Florida Coastal Protective Mfg. Inc. ms9 its, m WANT KMLEMT. R 23147 PRIO9 6941 e9e -2212 / MN wwne PRODUCT WSW GelptiooDaN Z P.B.O. (Nigh VelaRY Hunker* Zone) Br: M.9.V. / L.8. 9/27/98 92.11 08-221 9RANN8 Na 91EET 4 99 9 Ale 1 Iii.7#Y'a� f 84 ... 84 ° W psf + . 24' 11 f 150 94 ' 114 180 88' 114 180 72" 114 180 78° 114 180 90" 114 180 4. i 1 1 1 '>s' ' 90 114 180 / 114 180 1102 114 180 108' 114 147 114 114 114 114 150 120 114 114 108' 128° 114 114 114 132' 114 114 24 138" 114 114 100 142" 114 114 138' 48° 114 143.7 114 84° 114 143,7 150 g0" 114 143,7 188" e0" 114 143,7 114 72" 114 143,7 114 78" 114 143.7 �. 84" 114 143.7 114 tW 114 143,7 114 B0" 114 143.7 g8" 114 114 l 72' _____( fi 102 114 114 78" 108 114 114 79.2 114 114 114 120° 114 114 128 114 114 a b W psf + W pat - 24' 114 180 30" 30" 114 180 114 38' 114 180 180 4 2" 114 180 90" 48" 114 155 114 84" 114 180 180 80" 114 180 84 08' 114 180 114 73° 114 180 150 70° 114 180 108' 84 114 the 114 90 114 150 24 se 114 180 100 102 114 150 138' 108" 114 180 114 114" 114 150 150 MO" 114 180 188" 128" 114 180 114 132° 114 180 114 138" 114 180 180' 144° 114 180 114 1130 114 (50 114 188" 114 180 182" 114 Me l 72' _____( fi 108' 114 180 78" 174" 114 180 79.2 180' 114 150 188' 114 150 191' 114 180 192' 114 114 1 0 b W psf W psf 30° 114 180 30" 114 180 42 114 180 48 " 114 180 84 114 180 90" 114 150 88" 114 180 72' 1(4 180 78 " 114 150 84 114 1 e0" 114 180 08' 114 150 102" 114 140 108' 114 180 114" 114 180 120 114 180 58' 128" 114 100 132' 114 150 138' 114 180 144' 114 180 180' 114 150 103' 114 150 188" 114 114 182' 114 114 ( 88' 114 114 174' 114 114 180' 114 114 tee 114 114 182 114 114 a b W psf + W paf - 54' 114 127.0 80 " 114 127.8 M" 114 127.8 72 114 1276 W" 114 1276 84" 114 127.8 84' 1 108.8 108.8 98" 108.8 108.8 102 108.8 1085 108 108.8 105.8 111 108.8 1085 80" 114 118 ° 58' 114 115 • 72 114 118 BO" 78" 114 118 r � 114 p 78' ea e0 Eid 1 84 98 98 132° I 90' 95 98 98" 95 93 _ 8g" 104,8 104.8 7a" '88,4 88.4 66 . 78" 88.4 89.4 84 ° 00.4 88,4 90" 88.4 884 l 72' _____( fi 79.2 79,2 78" 79.2 70.2 83" 79.2 79,2 I a b b W W psfW p paf 18' 1 114 1 150 2 4° 1 114 1 150 30" 1 114 1 150 38 1 114 1 150 42° 1 114 1 150 -48" 1 114 1 150 84' 1 114 1 150 1 14 1 150 .5t l len 1 150 •70' 1 11300 • Eallinalinal ION 1 10 ° al' I Ilirliiiai • KEA r prim r � 114 p Eid 1 114 132° I I�i a b W pat W psf + - 38 ' 114 180 42 114 180 48" 114 180 84" 114 120 80" 114 150 88' 114 180 72' 114 180 78" 114 180 84" 114 1130 38" 90' 114 180 86" 114 180 102" 114 180 108" 114 180 114" 114 180 120" 114 1130 128 114 180 132" 114 114 144 114 114 180 114 114 18e° 114 114 182" 114 114 1e8' 114 114 SIDE COMPONENTS OP MAX. DAY LIGHT OPENING EACH END OF GLASS (o.I.a) Fanmde MULL (o.LO.) Max. D.L.O. (Short (0)side) 0,40),(1,40,40),(0,40),(1,40--> ,+® a- 4.222" 67.778" Max. D.L.O. (b) CP + ®,© + ®-> b- 2.726" 189.274" (Long side) NSIONS LEl1ENn I ' - b- _°• ;Ur -. a ii t . I DLO 1 .i • • • • • • • • • •••• • • • • MAXIMUM DAY LIGHT OPENING (DLO.) FOR A GIVEN COMPONENT AT EACH END OF GLASS MAXIMUM FRAME WIDTH C'aa) AND LENGTH rb ") VERSUS DESIGN PRESSURE RATING 'W' SCHEDULE VALID ONLY FOR RECTANGULAR SHAPES 90th 19.0880 ow. / L E C C 1NC. ?IWr 7681010 i .rilv OCMPAN9 Ronde Coastal Protective Mfg. Inc 11 VM1 591 give 9001 7.00-$ / 080 889 a w SERIES ALUMINUM PICTURE WINDOW LARGE M$$LE IMPACT RESISTANT 7.00000• 7.e 9-101 1209 FBA . 0 . 9911 Velg 11urr Zona) 088x19 en 8/17/08 W16 a" •re OB-221 0R4e000 9e 0980 8 07 0 SIDE COMPONENTS OP MAX. DAY LIGHT OPENING EACH END OF GLASS (o.I.a) Fanmde MULL (o.LO.) Max. D.L.O. (Short (0)side) 0,40),(1,40,40),(0,40),(1,40--> ,+® a- 4.222" 67.778" Max. D.L.O. (b) CP + ®,© + ®-> b- 2.726" 189.274" (Long side) NSIONS LEl1ENn I ' - b- _°• ;Ur -. a ii t . I DLO 1 .i • • • • • • • • • •••• • • • • MAXIMUM DAY LIGHT OPENING (DLO.) FOR A GIVEN COMPONENT AT EACH END OF GLASS MAXIMUM FRAME WIDTH C'aa) AND LENGTH rb ") VERSUS DESIGN PRESSURE RATING 'W' SCHEDULE VALID ONLY FOR RECTANGULAR SHAPES 90th 19.0880 ow. / L E C C 1NC. ?IWr 7681010 i .rilv OCMPAN9 Ronde Coastal Protective Mfg. Inc 11 VM1 591 give 9001 7.00-$ / 080 889 a w SERIES ALUMINUM PICTURE WINDOW LARGE M$$LE IMPACT RESISTANT 7.00000• 7.e 9-101 1209 FBA . 0 . 9911 Velg 11urr Zona) 088x19 en 8/17/08 W16 a" •re OB-221 0R4e000 9e 0980 8 07 0 NSIONS LEl1ENn I ' - b- _°• ;Ur -. a ii t . I DLO 1 .i • • • • • • • • • •••• • • • • MAXIMUM DAY LIGHT OPENING (DLO.) FOR A GIVEN COMPONENT AT EACH END OF GLASS MAXIMUM FRAME WIDTH C'aa) AND LENGTH rb ") VERSUS DESIGN PRESSURE RATING 'W' SCHEDULE VALID ONLY FOR RECTANGULAR SHAPES 90th 19.0880 ow. / L E C C 1NC. ?IWr 7681010 i .rilv OCMPAN9 Ronde Coastal Protective Mfg. Inc 11 VM1 591 give 9001 7.00-$ / 080 889 a w SERIES ALUMINUM PICTURE WINDOW LARGE M$$LE IMPACT RESISTANT 7.00000• 7.e 9-101 1209 FBA . 0 . 9911 Velg 11urr Zona) 088x19 en 8/17/08 W16 a" •re OB-221 0R4e000 9e 0980 8 07 0 • • • • • • • • • •••• • • • • MAXIMUM DAY LIGHT OPENING (DLO.) FOR A GIVEN COMPONENT AT EACH END OF GLASS MAXIMUM FRAME WIDTH C'aa) AND LENGTH rb ") VERSUS DESIGN PRESSURE RATING 'W' SCHEDULE VALID ONLY FOR RECTANGULAR SHAPES 90th 19.0880 ow. / L E C C 1NC. ?IWr 7681010 i .rilv OCMPAN9 Ronde Coastal Protective Mfg. Inc 11 VM1 591 give 9001 7.00-$ / 080 889 a w SERIES ALUMINUM PICTURE WINDOW LARGE M$$LE IMPACT RESISTANT 7.00000• 7.e 9-101 1209 FBA . 0 . 9911 Velg 11urr Zona) 088x19 en 8/17/08 W16 a" •re OB-221 0R4e000 9e 0980 8 07 0 K 0 b, W Psf + W psf R ( 42' 114 °. 1787 i 38" 30 114 84• 114 1387 80' 114 138.7 88" M114 139.7 72 114 1387 78" 114 1387 84 114 1387 _ BO' 114 1387 42' 0 98 114 138.7 72 102' 114 93 76' 108 114 1334 84' 114' 114 114 90 120' 114 114 10' 128" 114 114 we 132 114 114 108 138' 114 114 114' 142 114 114 I 48" 114 118.7 84° 114 1187 50' 114 118.7 88 114 118.7 72' 114 118.7 78 114 118.7 84" 114 118.7 or 114 116.7 85" 114 118.7 89 114 114 102 914 114 108 114 114 114' 114 114 120 114 114 128 114 114 a b - W pat 4+ W psf ' - R 24' 114 180 38" 30 114 180 114 36" 114 180 150 42' 114 180 80 48 114 180 914 54" 114 150 180 80 114 150 84' 88' 114 180 114 72 114 iM 150 76' 114 150 150' 84' 114 188 114 90 114 150 24' 10' 114 180 • 1Q, • we 114 180 138' 108 114 150 114 114' 114 150 180 120" 114 . 188 188" (28' 114 180 114 132' 114 150 • 114 138' 114 180 180° 144° 114 110 114 160 114 150 114 188' 414 (50 182' 114 150 198' 114 150 78" 174' 114 150 76.2 180' 114 180 188 114 180 181 914 180 182" 114 114 I a b W pet + W paf - R 30 114 180 38" 114 180 42 114 180 48' 114 150 54 114 180 80 114 180 96 914 180 72 914 180 78' 114 100 84' 114 150 80' 114 110 05" 114 150 102' 114 180 150' 114 180 114 114 150 120" 114 150 155' 114 150 • 1Q, • 132' 114 150 138' 114 150 144' 114 160 180' 114 180 183' 114 150 188" 114 114 182' 114 114 188 114 114 174' 114 114 180° 114 114 188' 114 114 182' 114 114 I 0 b W psfWpef W psf ice' - b I 18° 114 150 24 114 180 30 114 150 38' 114 150 42 114 150 48 114 150 84' 114 180 or 114 180 • 02 • • 114 150 s Mli 114 . 1806 • 78 • 114 w 9160 •O,•! 114 . 150 '.. m ..... • . • • 80 114 4 190 • 89' 114 ' '180 •t• 114 • •110 • • 11 85 4708' • 114 • •1•Da • 114' • 114 • 1Q, • ABA 4 114 • 55 128' 114 150 • 132' 114 1rp" s (SP 114 ••I P• I 11 � L 114 • 150• • • • 114 'Oar 95 85 186' 4 114 150 85 182 114 180 188 114 180 174' 114 150 180 114 180 I 0 b W psi W psf ice' - b I 24° 105.8 108.5 42 110" 108.8 1085 114 88' 103.5 105.9 150 72" 105,9 108.5 88° 78" 1053 105.5 114 84" 108,5 108.5 150 10' 108.5 109.8 80 95 105.5 106.8 114 102° 108.5 105.3 150 108' 105.5 106.5 114° 111" 108.6 1083 114 80" 85 98 114 88" 85 98 114 72' 88 95 144 78' 95 95 114 78' 98 98 114 84° 85 95 188' or 95 85 or 95 85 58' 66.4 654 72' 88.4 89.4 88° 78° 884 88.4 84' 88.4 85.4 we 88.4 88.4 72" 79.2 78.2 78" 78.2 78.2 83 76.2 79.2 l a b W paf W psf ice' - b I 38 114 180 42 114 150 48 114 180 54' 114 150 80° 114 150 88° 114 I80 72" 114 180 78" 114 150 84' 114 150 80 114 150 88' 114 150 102 114 150 108' 114 150 114° 114 1488 120 114 147A 128' 114 148.9 132' 114 114 138' 114 114 144 114 114 180 114 114 (86' 114 114 102' 114 114 188' 114 114 • • • • • •• • • • 4 • • • • • • MAXIMUM DAY LIGHT OPENING (D.L.O.) FORAGNENCOMKI ENrATEACH SIDE Max. D.L.O. (a) (Short side) COMPONENTS @ EACH ENO OF GLASS Max. D.L.Q. (b) 0 +3 +®"+ b- 3.474" (Long side) MAX. DAY LIGHT OPENING 01.1_04 Farouk a- 2.728" MAX. @.LA.) 67.778" 187.528" MAXIMUM FRAME WIDTH ("a ") AND LENGTH ("b ") VERSUS DESIGN PRESSURE RATING "W SCHEDULE VALID FOR ALL SHAPES EXCLUDING RECTANGULAR P.E. E;WATURE/DATE •2006 NZ= 0( . l - -a 1I - fa.P61n��1811�- 8E- 00 A 4197 r " MIRES 2008 ALUMINUM PICTURE WINDOW LARGE MISSILE 0VS'ACT RESISTANT F. C 81188 Florida Coastal Protective Mfg. Inc. 6850 N.Y. 27 1¢4864. R. 147 (a• •2 / Dw (•e) .6"1" POONIESI %slims Zone) own so m.2.v. / 1,0. D/ 08(0 08-221 94Y2 0 0o 8x651 8 00 9 1 P T (q) DTO'-^' ice' - b I .... -OLW 02 o i L 4 • • • • • •• • • • 4 • • • • • • MAXIMUM DAY LIGHT OPENING (D.L.O.) FORAGNENCOMKI ENrATEACH SIDE Max. D.L.O. (a) (Short side) COMPONENTS @ EACH ENO OF GLASS Max. D.L.Q. (b) 0 +3 +®"+ b- 3.474" (Long side) MAX. DAY LIGHT OPENING 01.1_04 Farouk a- 2.728" MAX. @.LA.) 67.778" 187.528" MAXIMUM FRAME WIDTH ("a ") AND LENGTH ("b ") VERSUS DESIGN PRESSURE RATING "W SCHEDULE VALID FOR ALL SHAPES EXCLUDING RECTANGULAR P.E. E;WATURE/DATE •2006 NZ= 0( . l - -a 1I - fa.P61n��1811�- 8E- 00 A 4197 r " MIRES 2008 ALUMINUM PICTURE WINDOW LARGE MISSILE 0VS'ACT RESISTANT F. C 81188 Florida Coastal Protective Mfg. Inc. 6850 N.Y. 27 1¢4864. R. 147 (a• •2 / Dw (•e) .6"1" POONIESI %slims Zone) own so m.2.v. / 1,0. D/ 08(0 08-221 94Y2 0 0o 8x651 8 00 9 • • • • • • • • • • •• • • • • • • •• • 1 • ••• • • (2) gB x 1 PH SMS (SS) TYPICAL CORNER CONNECTION (TOP & BOTTOM) DETAIL 1 cCAIP 3/4 "a7" 0 ( # x 1 PH CONT. SILICONE NOTCH (TYP.) TYPICAL C RNER CONNECTION SCALE 3/4•141" NOTCH (TYP.) 9°CONT. SILICONE SPOT WELD, ER-4043 •saw 71.7e10 ue _ l IL E C O „ -- -�,� R R TOMO . W�6 • COMP T ® -moans P.E. GNATURE /DATE Ww data E. as 1YPICAL CORNE- CONNECTION D AI 3 3f4 °al" SERIES 2008 ALUMINUM PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT • PROAUGTkki US . 9A® Florida • Florida Coastal Protective Mfg. Inc. ado N.W, aF NI4L6W. FL 924 • 41l. 1 111-3110 mmrolo mwmA Wt ae ue Serkin F.B.C. lHIgh Vela * thalOen& Sato) DNA*N SO Y.O.Y. / l0. 0/2.7/09 pAT9 08.221 =AMC No OW 7 OF e • • • • • • • •••• • • •••• • • • 4 e • • • • • • • J}•320 x,115 • • • • • F E HE L _PR JAMB • • • yr uw� S!At.E 3/4 " :1 " • Q�lg3� TB_ILLQY • •••• •••••• • • • • •••• • rF • • 17 — • 0.050 IIII fff trl RO•276 0 I.D. 6.37O O CI 0.889 0 GLAZING BEAD (Fsp 017) SCALE 3/4 "a1" / 6063 —T/ ALLOY N C COMPONENTS 1.58" 2.78" ® FRAME HEAD. SILL OR JAMB ,(FSE 015) SCALE 3/4 "C1" / 6053 —T8 ALLOY BEYOND 0 EXISTING SUBSTRATE (SEE SHEET 9 /9)ULf ON •loon 73340 arc. / IL Ico' ULM T!4T4 ! 4313374334110 GLAZING DETAIL (SECTION) SCALE; 1 " =1" OR ® SEE ELEV. ON SHEET 2 r 8A SEE ELEV. ON SHEET 2 SERIES ALUMINUM PICTURE LARGE WIPACT RESISTANT T W Dtatetoe Florida Coastal protective Mfg. Inc. COW x�utre i, 'FL 33147 woo Was) eas- ata / Ow 3ma) 6113 e11.1"m. •ee un eo m 4 1 4 BEYON D suceendsiv EvwNy Fla I& Satins Coe* bz aisle uthtusyste F.B.C.(+fttivect y 3sM zone) a az OP.1YM Oa uar. / 3.4. e/rr /oa 551E 08.221 memo 4s 843£7 a OF 9 I BILL OF MATERIALS ITEM # PART DESCRIPTION MATERIAL 1 FSP 014 FRAME HEAD, SILL OR JAMBS 6063 -T13 ALLOY 2 FSP 015 FRAME HEAD, SILL OR JAMBS 6063 -T6 ALLOY 3 FSP 017 GLAZING BEAD 6063 -T6 ALLOY 4 SILICONE DOW CORNING 985 STRUCTURAL SILICONE 6 FASTENER 08 X 1" PH SMS 6063 -T6 ALLOY • •I° •• - - -- 9 SILICONE • -• PECORA 888 STRUCTURAL SILICONE ' • " CIA" ; • /18"HS LAMINATED GLASS 1/4" HS. -0.090 SGP BY El DUPONT DENEMOURS, W/ NOA 08- 1205.10 •1/4" HS. _ _ 6 •••• • . ANCHORS • • • ... *k" KIMK -CON 1I BY HILTI, TO POURED CONCRETE OR ' CONCRETE BLOCK WALL REQ'D. (SEE SCHEDULE) STEEL 6A , ANCHO`t�S , • * -14 I1W BUILDEX TEK SORE WOOD BUCK OR METAL 'WEE SCHEDULE) STEEL • • • • 9 •••9 SEAL" • • Z , �11HITE COLOR SILICONE, FIXED PANEL FRAME FRAME ALL AROUND (EXTERIOR) AND FRAME CORNERS. SILICONE SUBSTRATE ANCHOR TYPE DESIGN LOAD HEAD /SILL JAMB CONCRETE OR BLOCK FI:Mt ELL WOOD (SLE ME 9 C/1) .—.� -- NO KWIK —CON 11 ® a 75 up to 114 " Q,C " C. 1/4 "0 -14 • 114 up to 150 •- _ " O.C. - o:C 1" O.C. — To — 6:c. r-tega 1 o' RW BUI EX TEK SCREW • 75 up to 114 6 1/2" 0.C. 6 1/2" 0.0. Q.3.9 • 114 up to 150 5 1J2" 0.C. 5 1/2" 0.0. METAL ors NEE 10 & ) "0 75 or less 12" 0.C. 12" 0.C. 1/4 -14 ,TIN BUI EX TEK > 75 up to 114 9 1/2" 0.C. 9 1/2" 0.C. SCREW • 114 up to 150 7" O.C. 7 O.C. • • • • • • • • • • • • 9 9 •••• 9 • 9 • • • • •• • • • • • • • • MAXIMUM ANCHOR SPACING SCHEDULE "S" P.E .SSEAVSIONATURE /■TE camas 9.19oO wc. IL EC O INC. TOUR f98NN0 • orouaremallo QCMPANY ®- 68 r. P.C. 6ERIES 2008 ALUMINUM PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT saganormasno Ammo= No DkaltiWE Florida Coastal Protective Mfg. Inc. m WI W N.N. e FWIM R 7 1R *am maws / 9{Y t1* me wro F.C. II99h Vatao8y Hunting Jana) 9626 WI N.C.Y. / Le. 9/27/68 9276 0&821 owe* No emvnu m wo 9NE6T 9 9P 9 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) www.bailrlinacodeonline.e Innovative Window Concepts 1801 Corporate Drive, Boynton Beach, FL 33426 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 shat not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Single Hung Window L.M.L APPROVAL DOCUMENT: Drawing No. W03 -53, titled "Aluminum Single Hung Window (L.M.L) ", sheets 1 through 6 of 6, prepared by AL- Farooq Corporation, dated 07/14/03, with revision "D" dated 11 /06 /08,signed and sealed by Humayoun Farooq, P.E., bearing the Miami 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 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 anyportion of the NOA is displayed, then it shall be done in its entirety. 10• • • • • • • • • • • • INSPECTION: A copy of this entice NOIt s} 1=e prgyiile 1 to the user by the manufacturer or its distributors and shall be available for inspectiotrat the.}'ob sle'at the request of the Building Official. This NOA revises and renews NOA # 05- 1004A2 and consists of this page 1 and evidence pages E -land E -2, as • well as the approval document meatiossed. about • • • • The submitted documentation was revifwed by Fitt A. H grin I .E., • • ../,� • • • • • . • • • • • • • • • ••• • • • • • • • •• • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOA No 08- 1210.03 Expiration Date: February 19, 2014 Approval Date: April 1, 2009 Page 1 Innovative Window Concepts NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -53, titled "Aluminum Single Hung Window (L.M.I.) ", prepared by AI-Farooq Corporation, sheets 1 through 6 of 6, dated 07/14/03, with revision "D" dated 11/06/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Mr Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab of South Florida, Test Report No. ATL- 0527.01 -03, dated 06/12/03, signed and sealed by Henry Hattem, P.L. "Submitted under NOA# 03- 1201.0 2. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC, TAS 202- 94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab of South Florida, Test Report No. ATL - 1109.01 -04, dated 01/25/05, signed and sealed by Wiliam R. Mehner, P.E. C. CALCULATIONS 1. Revised Anchor calculations, and structural analysis, prepared by Al- Farooq Corporation on 10/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass Pl .s ", dated 01/03/08, expiring on 01/14/2012. 2. Notice of Acceptancq 14g; 0f 12! 02 issued to E.L DuPont DeNemours for "Dupont Buta; a 1:1/3: • daltct0Yft 572Q06 expiring on 12/11/2010. 3. Notice of Acceptance No. 06i 0216.0V issued to Solutia, Inc. for "Saflex III z A. Harris, P.E. Product Control Examiner NOA No 08- 1210.03 Expiration Date: February 19, 2014 Approval Date: April 1„ 2009 • ••• • • • • • • • • • • • • • • . • • • •• • • • • • • • • • . • • • • • • • • • • 4110 • • • • • • •• Innovative Window Concepts NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED dated 05/04/06, expiring on 05/21 /20 F. STATEMENTS I. Statement letter of compliance dated 10/28/2008, signed and sealed by Humayoun Farooq, P.E. C. OTHER I. Notice of Acceptance No, 05- 1004:02, issued to Innovative Window Concepts, for "Aiuminum Single Hung Window, approved on 03/23 /06 and expiring on 02/19/09. •• ••• • • • • • • • • • • • •• ••• • • • • •• • • •• ••• • • • • • • • • • • • • • •.• • .. _ z • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •. .•• • • • • • ... • • • • • • • • • • . • itz A. Harris, P.E. • • • • Product Control Examiner • • . •• •. NOA No'08- 1210.03 .• •• •••• • • • Expiration Date: February 19, 2014 Approval Date: April 1„ 2009 D.LO. (FM UTE) 14" MAX. lib © HEAD /SIU. �~ — ' II ;; �1 ` ■ it 1 1 j �Y III II ' 1 it II II II 11 g II 1 ' V I _ h II II ,_„ II f 7' I _ _ 48 7/8° • • ••i •4 • •• • • •4 ••4 • ••f • •• • • ••• •••• • • • • • ••• •• • • ••• ••• • •••• • • • • •• • • •• • • • • • • • • • • •••• • • • • • • • •• • • • •••• • • • L2LThiThEet HI • WINDOW (L.M.1.) DESIGN LOAD 12AT S FOR THtE 3. COWS TO BE AS PER • *HARTS SHOWN•(iN•SHEETS 2 &•• APPROVAL APPLES 8 1 . O SINGLE UNITS OR SIDE BY SIDE COMBINATION OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO . ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HK11 VELOCRY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCH02S SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED 10 STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. READ/SILL ANCHORS NOT RECD. FOR WINDOWS � REQUIRE S DESIGN PRESSURES 6" MAX. HEAD SILL CORNERS FALSE MAVTINS (SURrMz APPLIED) OPTIONAL. 47 9/18" 10 it TYPICAL ELEVATION$ Ies itD UNITS 8 NAX. HEAD /SILL CORNERS HEAD__ /SILL ANCHORS NOT RECD. FOR WINDOWS THAT REQUIRE 82 PEP OR LESS DESIGN PRESSURES THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 47 9/16" D.L.O. (FIX. UTE) 14' L4AX. HEAD /SILL 48 7/8" D.LO. (VENT) 60 1/8" VENT WIDTH 63 1/8" WINDOW WIDTH t Eng.I.BR. ', C:A.Id. 536 • • MAR 0 2 ZOOS 1 11 D II 11 II EQUAL UTES II PRODUCTREWSTID etimplyftwah die BCodoo Madan AceenmamNo a .1..1210. 03 1 A o.. 7 0 a 4 1v 1 drawing no. W03 -53 Sheet 1 of 6 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -, FLANGE 31818. 9611129 1000 01E11168 104 V 6811128 1041 � , EWES 1082 WIDTH HEIGHT 6X7.(+) 1NT.( -) Ixr.( +) 1117.( \ , y .( +) 1N7.( -) n ,( +) 1NT.( -) 19 -1/8' 24" 26 -1/2' 32" 37° 40° 48" 53 -1/8' 00 -5/8' (4) 85.0 72.5 62.0 82.0 ....I 90.0 130.0 88.0 72.8 82.0 62.0 .02.0 75.0 90.0 130.0 85.0 72.5 62.0 62.0 82.0 75.0 90.0 130.0 85.0 72.0 62.0 62.0 82.0 75.0 90.0 130,0 85.0 72.5 02.0 62.0 82.0 75.0 90,0 130.0 88.0 72.5 62.0 62.0 82.0 76.0 90.0 130.0 05.0 728 62.0 62.0 92.0 75.0 90.0 130,0 65,0 68.2 02.0 62.0 82,0 75.0 90.0 130,0 18 -1/8 24 28 -1/2" 32" 32" 37" 40" 45" 53 -1/8 83" (5) 65.0 72.8 62.0 62.0 62.0 75.0 90.0 130.0 65,0 72.5 82.0 82.0 52.0 75.0 90.0 130.0 88.0 7 82.0 62.0 62.0 78,0 90.0 130.0 £ 1 16211 all 820 6 90.8 130.0 la 1111131110 - 72 �� 82.0 75.0 60.0 130.0 B �.,• 1 ��." 82.0 82.0 76.0 980 1304 - 82.0 82.0 11111111E111 90.0 130.0 820 82.0 82.0 75.0 90.0 129.8 19 -1/8' 24" 28 4/2" • •3 3f 90" 46" 53-1/8" • • • • • 78 0, • • • 08.0 72.8 82.0 62.0 62.0 76.0 00.0 130.0 48.0 72,5 624 62.0 82.0 784 90.0 130.0 &co 72. 64 62.0 82.0 75.0 90.0 130.0 - - • 41.0 • t 8 � 62.0 78.0 90.0 130.0 � •�G9a 62,0 76.0 804 130.0 .82 .0 62.0 76.0 80.0 130.0 �� 0 42.0 82.0 76.0 90.0 130.0 62o Tao Sao 1281 /8° ° • . ... • • i° Eg H 62 76.0 90.0 130.0 `• • • ► T+gion'rxim Nall frrllaIPItt - 62.0 62.0 . ;,� 90.0 1300 „ 60.0 13110 A 75.0, 90.0 130.0 • 8819• 82.0 T = `' 80.0 130.0 - - . L2,2 • 02.0 62.0 78.0 904 130.0 19 -1/8" .. ,- ix-r_ ___.- • 65.0 725 02.0 82.0 82.0 75.0 00.0 130.0 1t6° , r 8, ( , : • 624. MI7. ' � �..r�. MI �� ETh N1111O'1011V02.0 _ 90.0 130.0 7. fl 'iv., 70.0 130.0 ) 90.0 130.0 y 90.0 130.0 • •• 1 • • • • • • ••• • • •• 1 SERIES 1040 1/8" ANN. GLASS SERIES 1030 .090 PVB INNTERLAYEI1 BUTACITE BY DUPONT 1/8" ANN. GLASS SILICONE OOW CORD8N0 995 3/16 ANN. CLASS of a g 12 2 0 z 0 s .090' PVB IN TERIAYER BY SOLUTIA 3/15 ANN. GLASS SILICONE DOW CORNING 995 n 3/10" HEAT STREN'D GLASS .000" PVB INTER4AYER BY 60LIIAA 3/16' HEAT STREN'D GLASS SIMONE 00W CORNING 805 3/18" HEAT STREN'D GLASS. .090" PV8 INTIMATER SENT8RYGLAS PLUS BY DUPONT 3/16" HEAT STREW° GLASS SILICONE DOW CORNING 995 SERIES 1062 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 PRIXITOMEVISSD sistamg g 4� w[OIHteEterWa Wan Ageoptanoadoggasf Moe r 8 E5 3 o 7 0 0 A 4 13 5 m 1 $ 8 0 R drawing 00. W03 -53 sheet 2of • •• • • • • • • •• • • •• • •• • • •• U EQUAL LITER WINDOWS DESIGN LOAD CAPACITY -, PSF WIDTH 1LLAN0E 01018. 8618198 1030 SERIES 1040 SERIES 1041 SEEMS 1052 I WIDTH HEIGHT DCT.(+) 111T.( -) EXT.( +) TNT.( -) EXT.( +) 1NT.( -) /, 19 -1/8" 24" 28 -1/2" 32" 37" 40" 45" 53 -1/8" - 28" (2 ) 85.0 72.5 82,0 62.0 85.0 75.0 DOA 130.0 85.0 72.3 72.5 62.0 820 85.0 75,0 ti0.0 130.0 65.0 82,0 820 88,0 75.0 90.0 130.0 65.0 72.5 624 620 830 75.0 90.0 7330 05.0 72.5 824 82.0 85.0 73.0 90.0 130.0 86.0 72.5 82.0 620 88.0 76.0 0.0 130,0 85.0 72.5 52.0 62.0 85.0 75.0 90.0 130,0 / /' 660 72.8 82.0 82.0 65.0 75.0 90.0 130.0 19 -1/5' 24" 28 -1/2" 32" 37" 40" 40" 53 -1/8' 38 -3/8" (3) 68,0 72.5 82.0 82.0 65.0 76.0 90.0 130.0 65.0 72.5 62.0 82.0 85.0 75.0 00.0 130.0 85,0 72.5 82.0 62.0 830 75.0 75.0 90.0 13830 69.0 72.5 82,0 62.0 85.0 904 130.0 88.0 88.0 72,5 72.5 62.0 82.0 620 820 85.0 85,0 75.0 75.0 90.0 90.0 130,0 130.0 EQUAL cci a 2 4 a NOTE: IPROBUDIIMBD � GLASS CAPACITIES ON THIS SHEET ARE asoon:Moralibtlosilionain i ' BASED ON ASTM 61300 -02/04 (3 SEC. GUSTS) A > 65.0 72.5 52.0 62.0 68.0 75.0 90.0 130.0 05.0 72.5 82.0 82.0 65.0 76.0 90.0 130.0 19 -1/8" 24" 28 -r/2° • •I 37" • some 45" 53 -1/6" • • • • • 80 -5/8" j4ii a • • 85.0 72.6 824 82.0 65.0 75.0 90.0 130.0 '05.0 72.5 82.0 82.0 65.0 75.0 90.0 130.0 • 0 72.5. 828 62.0 680 75.0 00.0 130.0 85.0 72.50 8 2.0 632.0 68.0 75.0 90.0 1304 „>7 '.! ,� 05.0 78,0 90.0 130,0 6!0 7280 62.0 6820 89,0 73.0 90.0 130.0 65.0 72.5„ .y • • 62.0 66.0 75.0 90.0 130.0 84A 84.4 82.0 82.0 88,0 75.0 90.0 130.0 I . 11 -1/8" • • 06" :2ti1 /2" 32" • • • ?" na" 1 • V" 03 -8 /8" • • • • •om iii • (5T • • • • ;:.. 72.5 02 • • 41 82.0 85,0 75.0 90.0 130.0 v. • 82.0 65.0 75.0 00.0 1300 610 728 82 .0 62.0 65.0 75.0 90.0 130.0 e40 . 72.8• 82.0 4 82.0 85.0 75.0 90.0 130.0 680 72,5 P2 • 82.0 65.9 75.0 80.0 130.0 85.0 72. IV, • 82.0 85.0 790 90.0 130.0 PIEll 64.9 •2A 82.0 88.0 78.0 00.0 130.0 (" 1 82.0 85.0 75.0 90.0 121.8 19 -1 /8" 1 • s" 28 -1/2" 32" 37 40" 49" 53 -1/8" • • • • 78 (6) 6311Be (� / i Vii 62.0 83.0 79.0 90.0 130.0 _ 130.0 82.0 85.0 75.0 90.0 0•.0 72.3 820 62.0 85.0 75.0 90.0 130.0 • 85.0 72.5 02.0 820 68.0 73.0 90.0 130.0 85.0 72.5 82.0 82.0 65.0 75.0 90.0 130.0 680 72.8 52.0 82.0 55.0 75.0 90.0 130.0 - - 82,0 62.0 85.0 75.0 80.0 130.0 - - 62.0 02.0 55.0 75.0 90.0 111.7 ,",1 � 19 -1/8" 24° 26 -1/2" 32" 37° 40" 40" 84" (7) 65.0 72.9 620 520 55.0 75.0 Sao 130.0 80 72.5 ego 82.0 65.0 75.0 90.0 130.0 yi�c•Tdo 6 AND FLORIDA BUILDING COMMISSION Das :© 650 725 82.0 624 5s9 739 Sao 1380 DECLARATORY STATEMENT OCA05- DEC -219 p ' , a Division yr • !� n 112131:112111 85.0 72.5 82.0 82.0 65.0 75.0 75.0 80.0 130.0 65.0 72.5 82.0 820 85.0 90.0 130.0 Q i 4 .--. - - 82.0 82.0 65.0 78.0 90.0 1380 - - 820 82.0 850 75.0 900 1.30.0 0' . 18 z . 14008 FA 00Q , • � ` 1 MAR a1, 6�1. 2009 t1 V 19 -1/8" 34" 28 -1/2° 32" 37" 45" O8" (6) 85.0 72.5 62A 52.0 0.0 75.0 80.0 130.0 85.0 ' - 62.0 820 854 76.0 90.0 130.0 600 62,0 62.0 85,0 73.0 80.0 130.0 85.0 82.0 62.0 88.0 75.0 90.0 130,0 4 n0. t d � r t awi -53 y O -53 - 620 820 86.0 75.0 90.0 130.0 82.0 82.0 86.0 75.0 90.0 130.0 sheet 3 of 6 1 • •• • • • • • • •• • • •• • •• • • •• • • •••••• • • • •• • •• • • • • • •• • • • • • • • • • 1••• • e••• • • 1ST W000 BUCK 44 ° 4 ••• • •••• • • 0. • •• • • • • • • •• • • • • •• •••• • • •••• 4 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH ° 8 ° TYPICAL ANCHORS SEE ELEV. FOR SPACING 641/A41-DADE COUNTY APPROVED MULLION Be MULLION ANCHORS SEE SEPARATE NOA 2: :000 BUCK OR WOOD RE TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' SEE ELEY. FOR SPACING 1 f 4" DIA. Ut TRACON BY 'El CO' {Fu.177 1(81, Fy.155 K61) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO W000 THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY S tsr'i:i1.7• ie- 1K"i•1:1 tan � >.e._. INTO METAL. STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .L12 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. _ .090 ") (140 SHIM SPACE) TYPICAL EDGE, DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE PO = 3000 PSI MIEN.. MASONRY f'm . 1500 PSI •MIN... "8" ot Fq,RO FLT.8 9 18!}57 . ALL JOINTS AND FRAME CONNECTIONS SEALED WITH "` SCHNEE MOREHEAD SEAM SEALER SM5504. MAR Q 2 2009 CRS) MIN. EMDUCTRRYISETI mlyamIthebeRibrhiti 8 z z 1 -S 0 •0.4 � o 8. 8 drawing no. W03 -53 sheet 401 ITEM N0. PART NO. 40ANTITY DESCRIPTION MATERIAL MANF. /SOPPLIRR /RENARXS 1 021 -029 1 FRAME HEAD 8083 -05 ARCH ALUM. 2 021 -002 9 FRAME SILL 8065 -TS ARCH A.UM. 3 021 -009 022 -007 2 9 FRAME JAMB 8063 -T8 ARCH ALUM. 4 4470. RAIL 8063 -08 ARCH ALUM. 6 022 -004 9 BENT TOP RAA 8083 -05 ARCH ALUM. 7 022 -001 1 VENT 8011TOM RAIL 6063 -T5 ARCH ALUM. 8 021 -003 2 VENT WDE RAII. 8083 -18 ARCH 41.UM. 18 021 -011 4/ LITE OLAVNO 8EAD 8063 -05 ARCH ALUM. 184 029-092 4/ OE 81AZIN0 DEAD 6083 -T8 ARCH ALUM, 23 021 -008 2/ 940947 SNA9 LATCH (2 • 3' LO) 8063 -15 ARCH ALUM. 24 02S -COO 2 ULTRA LIFT BALANCE CALDWELL UFO 244 024 -000 2 BLOCK & 74561.E BALANCE 851 25 008 -00) 2 SF'RIN0 50 /31 IND. SPRING 28 004 -005 - OEK BRACKET STEEL CAU3WELL AF0 27 010 -001 - SASH STOP RIGS) V M. MASTER TOOL. 28 004 -002 - SWEEP LOCK 0 7' FROM ENDS META. SULLIVAN & ASSOC. 29 018 -001 A8 REGD. FM SEA, W0OL PILE ULTRA FAB 30 023 -001 - FILLED 8UL8 VWYI. AMES•UIIY 31 015 -009 - (004NEY 91116 CLOSED CELL FRANK 1006 RUSER 33 008 -014 AS 94500. p$KI PHPH SUS ST /ST 34 37 008 -051 012 -001 2/ END - #10X1 PHPH SM5 5T /S7 SEAM SEALER 5945504 ACRYLIC SCHNEE AOREHEAD 39 008 -010 - /861/2 UCFHPH WAS 9T /ST 40 008 -017 - ISM 1/4 MPH SUS ST /ST 42 015 -001 AS REVD. 8148 VINYL 941NY4. MASTER TOOL 424 015 -007 AS 8440. 510200 CASKET 564949. - 45 0)5 -000 - 0050 SPACER VINYL MANN LOWE R6t 424 095-004 - 1/16 X .400 SPACER VINYL FRANK L04E RU@BR 48 012 -004 - VOW 995 SILICONE DOW CORNING 49 010 -010 - SASH O607E TOP 81010 PV8 M & M PIA$TICS 50 010 -011 - SASH 0UK9E DOT RIGID Pv8 M & M PLASTICS 51 008 -002 - 18X1 /2 FHPH SMS 5F /ST 55 003 -001 AS RE01 ROLL FORM SCREEN FRAME ALUMINUM 0108104 SCREEN TYPICAL ANC14160 •• • • S%ELEV. FOltlrt n • ••• •• • • •• ill • • • 1/4' 1 L 0 ••r•• • • • ►• • • • • • • •• •• • 1.88441 -DAOE COUNTY APPROVED MULLION SEE SEPARATE •04 94180 WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 185 WOOD BUCKS PRODUCCltEV!$Rq b• fvhGTImfo4(Th. 6 OQ WO86CL ;ntal t drawing no. W03 -53 sheet 5 of 8 .2873.189 .406 - .877 1 .,_,07, - .305 i •" l � � 33 il - ME 1 CORNER r I w in r s— sou \i,NV —dwoo 1.989 .908 .094 ! .878 .500 LtSt AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI. FLORIDA 33174 T6L.(303)284 -8100 E 0.(305)2824978 tAOO 3.062 1.750 • IYP - 1.408 �°- VP. Q FRAME HEAD , . MEETING RAIL AL \ J FIXED 1.295 - 1400 2.048 t.1 750 [12_______ 3,095 •••L• [ALUMINUM SINGLE HUNG WINDOW (LM_I.) [ INNOVATIVE WINDOW CONCEPTS, LLC 1801 CORPORATE DRIVE IBOYNTON BEACH, FL. 33426 TEL (S61) 493 -2303 FAX. (367) 493 -2302 ll{1 'J^ .� II j 1.487 ,. 661 2.487 L-1 1 • NO • • .878 • • • B VENT L.078 RAIL •••• •• • • • • • 2293 - 1.334 • • • • • • 2888 • • • • • • • • • 094-.• .333 2.401 • • • • .638 ICJ( :911 12 P J33S WILL 30NMO ON a a % 1 'Q .078 1 M1 p 269 1 j t ,. ,I ,.7 1 ,.000 960 .J03 -� i ; `cam V 862 � ' - .093 3.114 .1 .903 t6 GLAZING BEAD 0 VENT - 1.104 BOTTOM RAIL 901910 o'80'Wl �. / FRAM SILL a . u o 7.070 - 1.25 _,„. $78 ° 1-.078 '1 t .970 3 VENT BQTTOM CORNER j .I ®.I Ion) .416 ratMerREMED PRAMS CORNPRS Engirt ' ¢ r �11A.3 1 , , , CAN. u+ •. /1i 7 L I' 1.09 .6 i 844 Z.. f 7. 000 .050 _F3 _ .936 078 -d () VENT s2s -° SIDE « 1• RAIL .903 i . drawing no. W03-53 23 LATCH .330 ® GLAZING BEAD ) (sheet 891 6 • • • • • • • • • • • • 0 EST. 1982 3 August 25, 2010 Mr. Franklin Alley Oceanside Windows & Doors Ref: Sanchez Residence Miami Shores, FL Mullions by E.S. Windows NOA #09- 0825.03 Sizes Not Listed In NOA Charts Job Conditions: Mull Spacing = 39 3/4" Mull Span = 90" Mullion = 1 x 4 Custom Mullion (See Sheet 4 of 6) JavaU'Ahmad, P.E. Chief Engineer AUG 9, 6 2010 1,0 AL- FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT AUG 2 Dear Mr. Alley, This is to state that this mullion with sizes not listed on NOA details has a design load capacity of 64.3 psf (see sheet 2 of 6). Select anchors using size 42 x 96" shown on sheet 4 of NOA details. The above is subject to approval by Building Department of jurisdiction. Res ctfully, 1235 SW 87 Avenue I Miami, FL 33174 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com hfarooq@ bellsouth.net 0 MULLION CALCULATIONS(MULL2008) 08 -24 -2010 MANUFACTURER : IWC MAX. DEFLECTION = SPAN/ 180 RECTANGULAR LOAD DISTRIBUTION FOR MULL LOADING MATERIAL PROPERTIES Ix -in"4 Sx -in"'3 Fb -psi E -psi MATERIAL 1 2.9760 1.4880 SEE BELOW 10000000 ALLOY = DEFL. STRESS ALLOW. CRITICAL TRIB. MULL CAPAC. CAPAC. STRESS LOAD WIDTH SPAN PSF PSF MAT. 1 PSF 37.000 84.000 83.4 98.5 15000 83.4 39.000 84.000 79.1 93.4 15000 79.1 37.000 90.000 67.8 85.8 15000 67.8 39.000 90.000 64.3 81.4 15000 643 > ''W sOS 37.000 96.000 55.9 75.4 15000 55.9 --1' 436 5‘ PSF 39.000 96.000 53.0 71.5 15000 53.0 £5c 3oF°G/) &UG 2 6 2010 f A AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :OCEANSIDE WINDOWS PROJECT :SANCHEZ WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 15 FT. TRIBUTARY LOAD AREA A : 24.8 FT Kh = 0.85 Kd = 0.85 Kzt= 1.0 08 -25 -2010 (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV'2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +0.93 -1.03 ZONE 5 = +0.93 -1.26 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 43.8 PSF - 47.7 PSF ZONE 5 = + 43.8 PSF - 56.8 PSF • 7 4 2 561;e4 ? o 1 1.000 r .125 ,. 000 ► -� r , .� �2.�0-11.125 h�"2.000� ___/ MULLION \M04- 04ESW1 3 6.000 . .. --}. -.125 3.000 -1 1 - r=_[-,25 _I. e -.125 4.000 T - T _ -.125 AL- FAROOQ CORPORATION 11 ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 67 AVE MIAMI. FLORIDA 33374 TEL (3016 26441100 FAX. (305)'1694975 2.000 ��.,25 - -. L__ .323 _ .125 3.000 .338 5.000 - -.125 6.000 L_. .338 - -.125 t 1 X 3 CUSTOM MULLION 6083 -T6 r- 2.o00-11•t25 t 1 X 4 CUSTOM MULLION 1 X 3 STD. MUIIION X 4 STD MULLION 6063 -TB 6063 -T6 6063 -16 �-- •2.000 - '11.125 I I 2.000 f---- -.t25 -1 ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 2 X 5 STD. MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION y x-.12$ 3.000 -� -.125 4.000 6063 -T6 6063 -T6 6063 -76 Ed . YIN. EDGE OWL 1/2' FOR 1/4' DIA ANQ10R5 5/8' FOR 5/16' ON. ANCHORS ANGI 6063 2.000 F_C1 IP -75 `\ Ed. ` 2 X 3 STD. MULUON 6063 -76 2 X 4 ,$fD. MULLION 5063 -T6 -..720 - .156 TYP. 1 690 1 ua)ctu3sep ( 784 60OC 194 070040 133X5 5911 30NYN7 ON NO ONNXtE TN1S 01EEl UPDATED FOR 2001 FMC r 51X301303 03771 7134 ' '371 g � i 150 1 .125- 2.000 t -- r- 2.750 aSI$S $m -2 J I 1 a 3.750 NOTCH OPTIONAL Ed YIN. EDGE qSf. 1/2' FOR 1/4• 0 01 ANCHORS 9/8' FOR 5/18' 001. ANCHORS MULI ON CLIP 6063 - 76 - TYP. Ed. Ed, 4.500 NOTCH OPTIONAL . + Ed Mat EDGE DLST. i/2' FOR ,/ 0 ANCHORS 5/8 FOR 5/18' DIA. ANCHORS MIJII ION CI IP 5063 -T5 i � /`� / TYP. Ea III ON33M 'Oq N)�. Enpr: ARSHAO 19WR 53 ,�� tm ^.Dt1rF HENntWEO I 6iIdt: 3 Co.'s n i'c:�wi168x Plaids 0. -x_ No i dr i o w n g no. M04 -04 t o C ar a / ��$.� csi:n 71:57 kj 3Y -' 2oM- OCT Q Y Z009 . y ,;p..,i , y �p N .... , " sheet 2of 8 ( .--. '9 u MULLION \304- 04ESW� DESIGN LOAD CAPACITY - pSF (TUBE MULLIONS) DESIGN LOAD CApAC1TY - PSF (TUBE MULLIONS) DESIGN 1.0AD CAPACITY - PSF (RUBE MULLIONS) MIND 8 D. 2 X 8 HEAVY MWD1 IX3 IX 4 : 4 CUSTOM 2 X 5 STD. 2 X8 STD. 2 X 6 HEAVY wWDOw DIMS. 1 X 3 STD. 1 X 4 STD. I X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X£ STD. 2X 6 HEAVY 2 X 3 2 X 4 D . 2 X 3 STD. 2 X 4 STD. AL- FAROOQ CORPORATION 1 ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. S7 AVE MIAMI. FLORIDA 33174 TEL (308) 28438100 FAX. (308) 262.8978 i MOTH (M WIDTH NO 91101N (W) MULL SPAN 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 19 -1/8" 28 -1/2" 3r 74 -1/4" 150.0 19 -1/8" 28 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" - .37.9 27.3 55.3 96.7 146.1 150.0 - 27.3 - 39.9 69.8 105.5 .0 - 24.1 - 35.3 61.7 93.2 150.0 - - - 28.8 50.0 75.5 .0 - - - 25.2 44.1 66.5 R 01 0 R 11 0 A 91 .o L 150.0 0 A - - - 22.0 38.5 58.2 107.0 .2 - - - - 34.3 51.8 .7 - - - - 30.8 46.6 .6 - - - - 28.0 42.3 .4 - - - - 25.7 38.8 19 -1/8" 26-1/2" 3c- 37' 42' 54' 7r '8" 150, 51.5 t 10.1 150.0 18 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132 - 28.5 20.5 41.8 72.7 115.8 150 37.2 79.4 116.1 - 20.5 - 30.0 52.5 83.4 150.0 150.0 72.1 - - - 26.5 46.3 73.7 150.0 150.0 26.8 58.9 83.2 - - - 21.5 37.6 59.7 E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 i TEL. (305) 624 -7775 FAX. (305) 624 -7777 `. 132.6 150.0 23.' - - - - 33.1 52.6 t 18.0 150.0 Si 0 b R 20.1 0 i m 51 - - - - 29.0 46.1 103.1 150.0 - 39.0 37.0 - - - - 25.7 • 40.9 - 33.1 31.3 - - - - 23.2 388 - 31.9 48.6 - - - - 21.1 33.5 77.3 117.7 - 29.2 42.7 - - - - - 30.7 26 -1 /2 30" 37" 42" 48" 54" 60" 68" 72" S •°-y. 30" 37" 42" 48" 54" 80" 88" 72" k; 19 -1/8" 28 -1/2" 30" 37" 42" 48" 54" 80" 86" 72" 144" - 21.9 - 32.0 56.0 89.0 150.0 24.9 53.4 - - - 23.1 40.4 64.3 147.2 22.0 47.2 - - - 20.4 35.7 56.8 119.3 - 38.2 - - - - 28.8 46.0 105.1 - 33.7 - - - - 25.5 40.5 92.0 1 0 i 0 - 29.5 e4 m O O - - - 22.3 35.5 81.8 - 26.2 - - - - 31.5 73.6 - 23.8 - - - 28.4 88.9 - 21.4 - - - 259 61.3 - - - - _ - 23.6 16 -1/8" 26-1/2' 30" "" i i Rn: T SSSA m m 63" 121.9 88.0 150.0 150.0 150.0 150.0 150. 19 -1/8' 26 -1/2" 30" W N 108' 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO BE wsCRA300 ONSIDE RECTAMwuAR SHAPE 620M IUL.UON --- l . u0 5so�q BIoP :sus!s ( d p u I©111 MI rot 80, amain x so end, 35 13 S5 ZO M0 ON x01090 r 81NLOWa 028 aid 'AM [8013t'901 141.2 135.7 150.0 150.0 150. .. , ...,. - 37.5 27.0 54.8 95.8 130.2 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.8 115.0 150.0 63.0 55.5 101.2 89.1 97.2 85.6 147.9 130.3 150.0 150.0 150.0 150.0 150.0 150.0 - - 28.9 23.7 - - 392 34.6 88.8 60.4 93.3 82.2 150.0 150.0 -- GIA29NG -' P6003307 ` s P1 L `" MU Pf N0 71n71 NVd5 48.8 43.2 78.0 69.3 74.9 66.6 114.0 101.3 150.0 141.8 150.0 150.0 150.0 150.0 - - 20.7 - - - 30.2 26.9 52.9 47.0 71.9 63.9 132.1 117.4 1 LA GRADING GLAZ T GIRDING PROD<N G 38.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 118.0 150.0 150.0 - - - 22.0 38.5 52.3 96.1 32.4 52.0 49.9 78.0 108.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.(+) /INT.( -). 111 9r2 MULLION SPAN BECIIC© MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 1YPICAL MULLION ARRANGEMENIS E"4" ARSHAD wOA9 FL A PE M 36883 1 CAN. 3538 as OCT 0 1 2009 OD11CT RENEWED cc=tin8 with thu Florida It,.II;Ca:!e ■ . , s . p _- Y -� -. 6 3 da • _ Zo(q w zi ., , 'Product ," 1F :::Sou ANCHORS TYPE 'D AND ' E APPLICABLE TO W t + W2 WIDTH W 2 ( ) 4 ° , 5 AND 6 TUBE MULUONS. drawing no. M04 -04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS (sheet 3 o 8 ) '9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) NULL SPAN A D C D E 19-1/8' 116.0 150.0 150.0 150.0 150.0 25-1/2' 83.7 150.0 108.9 150.0 150.0 30" 74.0 137.1 96.2 150.0 150.0 37' 60.0 111.1 78.0 150.0 150.0 42" 528 97.9 86.7 137.4 150.0 48' 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54" 41.1 76.1 53.4 106.9 133.6 60' 37.0 68.5 48.1 96.2 120.2 66' 33.6 62.3 43.7 87.4 108.3 72" 30.8 57.1 40.1 80.2 100.2 19-1/8" 1025 150.0 133.4 150.0 150.0 26 -1/2" 74.0 137.1 98.3 150.0 150.0 30" 85.4 121.1 85.0 150.0 150.0 37" 53.0 98.2 68.9 137.9 150.0 42" 46.7 88.5 80.7 121.5 150.0 48" 432" 40.9 75.7 53.1 106.3 132.9 54' 36.3 67.3 47.2 94.5 118.1 60" 32.7 60.6 42.5 85.0 106.3 66" 29.7 55.1 38.6 77.3 96.6 72" 27.2 50.5 35.4 70.9 88.6 19-1/8" 69.7 150.0 116.7 150.0 150.0 26-1/2' 649 120.0 84.2 150.0 150.0 30" 57.2 108.0 74.4 148.8 150.0 37" � I al Y3 .. 5 .9 75.7 40.2 ;3 100.5 106.3 132 132.9 54" 50.5 35.4 6s.3 - 0.0 1 i - 319 58.9 41.3 82.7 103.3 80" 54" 28.6 53.0 37.2 74.4 93.0 86' 60" 26.0 48.2 33.8 67.6 84.5 72" 68" 23.8 44.2 31.0 62.0 77.5 19-1/8" 72" 79.8 147.8 103.7 150.0 150.0 28 -1/2" 57.6 108.7 74.9 149.7 150.0 30" 508 94.2 66.1 132.3 150.0 37" 41.2 78.4 53.6 107.2 134.1 42" 36.3 87.3 47.2 94.5 118.1 48" 108" 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 36.7 73.5 91.9 50' 25.4 47.1 33.1 66.1 82.7 66" 23.1 42.8 30.1 60.1 75.2 72" 21.2 39.3 27.6 55.1 68.9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 810714 (W) MULL SPAN A 8 C D 8 19 -1 /8" 71.8 133.0 93.4 150.0 150.0 28 -1/2" 51.8 96.0 67.4 134.8 150.0 30" 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 48.3 96.5 120.6 42" 32.7 60.6 42.5 85.0 106.3 48" 120" 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 66.1 82.7 60" 22.9 42.4 29.8 58.5 74.4 or 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19-1/8" 65.3 120.9 84.9 150.0 150.0 26-1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.6 77.1 54.1 108.2 135.3 37" 33.7 62.5 43.9 87.7 109.7 42" 29.7 55.1 38.6 77.3 96.6 48" 432" 26.0 48.2 339 67.6 84.5 54" 23.1 42.8 30.1 60.1 75.2 60' 20.8 38.5 27.1 54.1 67.6 88" - 35.0 24.6 49.2 81.5 72" - 32.1 22.5 45.1 56.4 19 -1/8" 59.8 110.8 77.8 150.0 150.0 26 -1/2' 43.2 80.0 56.2 112.3 140.4 30" 38.1 70.7 49 8 99.2 124.0 37" 30.9 57.3 40.2 80.4 100.5 42" 27.2 50.5 35.4 70.9 88.6 48" 144" 23.8 44.2 31.0 62.0 77.5 54" 21.2 39.3 27.8 55.1 68.9 60" - 35.3 249 49.6 62.0 68" - 32.1 22.5 , 45.1 58.4 72" - 29.4 20.7 41.3 51.7 ' 'r PRODUC1 � y'` � • C AZNG PRODUCT .(\ ANCHOR DEM. (H GLAZING PRODUCT i � ANCHORS A.0C.0 OR E DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 140714 (W) 19 -1/8" 26-1/2' 20 -1/2' 30' 37 42' 48" 54" 80" 86" 72" 19 -1/8' 26 -1/2" 30" 37" 42" 48" 54' 80" 96" 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 80' 68' 72' ROLL SPAN 38 -3/8" 8' 58" 63" ANCHORS TYPE A 150.0 150.0 143.1 116.0 102.2 89.4 79.5 71.5 65.0 59.6 150.0 122.8 108.5 87.9 77.5 87.4 60.: 54.2 49.3 45.2 148.5 107.2 94.7 78.8 67.8 59.2 52.6 47.3 43.0 39.4 136.7 98.7 87.2 70.7 62.3 54.5 48.4 43.8 39.6 38.3 D 150.0 150.5 150.0 150.0 150.0 150.0 147.3 132.6 120.5 110.5 150.0 150.0 150.0 150.0 143.6 124.4 111.7 100.5 91.4 83.8 150.0 150.0 150.0 142.3 125.3 109.7 97.5 87.7 79.7 73.1 150.0 150.0 150.0 131.0 115.4 101.0 89.7 60.8 73.4 67.3 C 150.0 150.0 150.0 150.0 132.9 116.3 203.4 93.1 84.6 77.6 150.0 150.0 141.1 114.4 100.8 88.2 78.4 70.5 64.1 58.8 150.0 139.4 123.1 99.8 88.0 77.0 68.4 61.6 56.0 51.3 150.0 128.3 113.4 91.9 81.0 70.9 53.0 58.7 51.5 47.2 D 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.1 128.3 117.6 150.0 150.0 150.0 150.0 150.0 150.0 138.8 123.1 111.9 102.6 150.0 150.0 150.0 150.0 150.0 141.7 128.0 113.4 103.1 94.5 E 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.9 128.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.7 128.8 118.1 ALL LOADS ARE EXT.(+) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B" AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS ANCHORS 71PE A,B.CD OR E GLAZING PRODUCT " YULUpI GLAZING PR00UCT A .6.C.D S A ALCD ORE 81 62 WIDTH (W) = w1 + 2 82 TYPICAL MULLION .ARRANGEMENTS Arm 11PE A9.C.0 OR E MULLION SPAN r 808470818. MUUJO14 ARCHES TO BE INSCRIBED NS= RECTNNGUMR SHAPE EAw: App 4048 RAC ARM 'RCDUC T R::NEWED m c44871 .1 gW tithe Florida - - - lad I3D GS: 4 trztr.s, No ANP m 46,u 3 C 6 6 6 8 S >) 9 6 8 8 LI b, 4 drawing no. A M04 -04 (sheet 4of 8 ) TUB BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.eov /buildinecode NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •. ... . • • • • •• •••••••• INSPECTION: A copy of this entire NOA shall be provided to'tjle usg>;by t)Ze tnanu>aotuTer or its 4i6 distributors and shall be available for inspection at the job site at rey�leslvttf obtiildinge This NOA renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. • • • • • • The submitted documentation was reviewed by Jaime D. Gasp • P ;E . • • . • • • • • • • • • • • • • • • • • • • .' . • • NOA Mo. 09-0825.03 • Expiration Date: September 16, 2014 J • • •. • Appr.o .al pale:. November 10, 2009 ttclicii . . • . • • • Page 1 • ••• • • • • • • • • • • • • •. •. • •• •• • • •• • • • • E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 - 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04 -0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1— Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Vigar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) G. OTHERS •• • •• • • • • • • • • • • • ▪ • 1. Notice of Acceptance No. 06-0913.05, issued to E.S. glidoisihic..fbi their Series "Aluminum Tube Mullions — L.M.I.", approvedom437293'07'bnde3cp ..: n 09/16/09. E -1 ... • • • • • • • • • Jiliste ' . t.ascon, P. . • • • • • • • • • C1134, Product Control Division • NOA No. 09-0825.03 Expiration Date:. September 16, 2014 • • Appi �wal Novgmber 10, 2009 . • • • • • • • • • • • . • •• •• • • • •• •• ••• • • • ..• • • ••• • ••• • • ••• •• • • • • • • • • • • • ••• ••• • •••• 4••• • 4 ••• MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MI*MI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES; THI5 PRODUCT HAS BEEN DESTINE0 AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILOING CODE 2007 EDITION INCLUDING HIGH VELOCRY HURRR7WE Z010 (NVH0). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCA E BUILDING CODE REOUIREMENTS I.E. WINO LOAD. WATER elFF'66 SQN. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. • ! allT.l{$ • OTH •• 14 5T•B! • ANCHORED PROPERLY TO TRANSFER • • ANCHORS 5431 DE AS LISTEE. SPACES AS SHOWN ON DET4l5. EMBEDMENT 706ES PART AL SHALL BEYOND SILL COVERING (STUCCO. THLE ETC.). •• • • ANCHORING CONIRRONS�fME� HO THOSE WORN N THESE DETAILS ARE NOT•PART OF DM APPRO•It• A LO�--AD •• :�: T INCREASE 'Sop y DRd1 OF ANCHORS INTO HOOD 016.T. MATH Y NCI1pNG BU1 IIO•L88TE! TO STEEL/METAL SCREWS. THAT COME 44(0 -- 1 11 I tI ACt YIDIl, OTHER OISSO 116U3 l!I&S STEM MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. COOS S4CT104 2003.8.4. 2411.3.3.3 4AD 2326 •• •• •••• • • IN,ITReICTS&IS; • • •••• uSE CHARTS AN2 On% 4 FOU0W5. —r— •NE S STE41 ltI W 1UIRE0 PER ASCE 7 STEP o f 'I DADB.RA COIFIPPROVED GLAZING PR000CT5 Mu�s4G ABOVE •DA0REWAEMENTS. • • • ZEE& MSS 60 LLI MUI)RI As PER PRODUCT APPRIPIAL • • "AG CHARTS ON MEET 3 SELECT MUUON SUE WITH STEP 4 OESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 TNRU 6 AND ANCHOR CHARTS STEP ,g on SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RARING MORE THAN THE OESQN LOADS SPECIFIED N STEP 1 ABOVE. 3.000 4900 11 5.000 6.000 Fes-- 2.0011 --1 TUBULAR SHAPES ALLOY - 6063 -76 nC TYPICAL GLAZ PRODUC1 1 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WHOM/ OR 0004 APPROVAL FOR FASTENERS SIZES AND SPACING L.qr. MONAD WON CAAL M PE 4 35863 CAM. 753$ 0 1 BIB PRODUCT MIMEO N e=ryt.Hrq *till the Honda OHI!IU: 0 Ccea r.., Dux Miam • s= FA ._ (sheet 1 et 8 ••••• • 3ni0• • • !� I T'P• R C w N . 35 1 I° ^nEr_rlani wen Te_xm ll111C Florida «::s C;rts Ea ' FOR EDGE ERST. "` Ea. Ed . MIN. EDGE 01ST. \� "•`- f• -• : No r" - • / - 2�J.� U, ^ J 8 1/2' iOR 1 1' CIA MiClWRS 1 C . . rmli' q . , ',ITS_ / "— / /2� FOR t/4' OM ANCHORS 0 11% drawle n0. 5/11r pA ANCHORS FOR S /16' ON ANCHORS S/B' FOR S /t Ea ,{ i MUIIION CUP MULLION CLIP rt 3:1 +^•1!.:deliodicel ...,. • M - 04 I 6063 -56 Wei -I8 OCN 3 zV09 • + -n (sheet 2 of 8 I • • • •• • • •• • •• • • • 1.000 r-, 125 4 } - 1.000 r _ h 4393- 1000 x h�- 2.000 -7 .125 x1.000 - -" 1 1'2. 000- � � � II� RI T - -t t 000 - -.- i 129 } x q 1 4.000 " T I " 6.000 6 --.125 3 000 b b 1 125 3 4 000 1 STD. M 3.000 I 6 I I - -.- ' '-.t25 5.000 - - -.125 - 6.000 J .338 . .32] 5 ___ ' ' i N - 6663 -76 6 6063 -16 W W63 16 6 6063 -T6 .125 _ 2.00D 4-.125 2.000 • -••�{� . __ — =• 2X5 2 2X6 2 2X6 4 000 -4. - 125 L ( 3.000 - -4. + +-.t25 6063 -16 8 8083 -16 6 14-2.000 - 1 6 Ea . i Ea A YIN. EDGE 01ST. 1/2- FOR Ix MA. MOORS •� 5/8' FOR 5/16- cu. Ammons 2 2 X 3 2 2 X 4 6063 -T6 6053-16 • • • � 6 720 • • • • 1 1 690 • Z., 51 • • • . .156 11.P. 1••• • • y 1.405 3.250 I F AI a••• L • • ••• • • • • • • • • • • • ptlR• • • / / ' • 4 4.500 ti 'MICE 7 Eno,. PASNAD woo CNA 1 7 • • • •• • • •• • •• • • • \ - - % A ^ ., ' PROOlItt` lM CIAZPC PRODUCT CAMP* PRoDUC7 V • ••• • ••• • • • ••• • •• • •• • • . • • • WINDOW DIMS. 801H (W) moo. SPAN DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) 1 X 3 1 X 4 CUSTOM CUSTOM 1 X 3 1 X 4 2 X 3 2 X 4 2 X 5 2 2 6 2 X 8 STD. STD. STD. STD. STD. STD. HEAVY 19 -1/8' 26 -1/2" 30' 37' 42' 48" 54' 60" 66' 72' 19 -1/8' 26 -1/2' 30' 37 42 " 48" 54 60" 68" 72' 19 -I/8" 26 -1/2' 30' 37' 42 46• 54' 60• 66' 72 19 -1/8' 28-1/2' • • A 2" 48' 54' • 4D • •" 72' 38 -3/8' 50-5/8' 58' • ••• ••• •••• • 63' • • •• •• *50.0 150.0 150.0 150.0 *50.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150 0 150.0 150.0 150.0 150.0 149.6 150.0 • 150.0 150.0 150.0 150.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95. 150.0 148.8 150.0 150.0 150.0 150.0 873 140.1 134.6 150.0 150.0 150.0 150.0 74.3 119.3 114.7 150.0 150.0 150.0 150.0 65.5 105.1 101.0 150.0 1500 1500 150.0 57.3 92.0 88.4 134.5 150.0 1 50 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 150.0 150.0 130.0 150 150.0 150.0 150.0 136.2 150.0 150.0 150.0 1500 150 150.0 1 20.3 150.0 150.0 150.0 1500 150.0 150.0 97.6 150.0 150.0 150.0 150.0 150.0 1 50.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 116.0 150.0 150.0 150.0 150.0 96.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 96.6 92.8 141.2 150.0 150.0 150.0 54.7 87.8 84.4 128 4 150.0 150.0 150.0 50.1 60.5 77.3 117.7 150.0 150.0 1500 143,8 150.0 150.0 150.0 150.0 150.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 458 73.6 70.7 107.6 150.0 150.0 150.0 41.7 66.9 64.3 978 136.8 150.0 150.0 38.2 61.3 58.9 89.8 125.4 150.0 150.0 1 121.9 150.0 150.0 150.0 6 tags 150.0 150.0 150.0 • .0 11140 150.0 150.0 150.0 150.0 77.7 124 11. 119.9: 150.0 150.0 150.0 150.0 .0.0 101.2 97.2 147.9 150.0 150.0 150.0 30.5 89: ,85.6 ; 130.3 150.0 150.0 150.0 48.8 78.4 • 038.0 • 1140 150.0 150.0 1500 � 43.2 Q 69.3 • .% • 101.3 141.8 150.0 150.0 39.9 62.4D 58.9 91.2 127.6 150.0 150.0 • 615.3 56.76 4 *Atli 82.9 116.0 150.0 150.0 32.4 52.0 • • 76.0 108.3 140.8 150,0 0••• .4i• •• • • • • • • •••• 4 • • • NOTE; • • • • • • MULLIONS SATED IN TPIL9E• CHARTS MAY BE ORIENTED VERTI L? HORIZQNTAI9LW. (INTERPOLATION BETWEEI •WID'1S ALLOWED) 6••• •••• • • •••• ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 " 5" AND 6" TUBE MULLIONS. ANCHORS TYPE A'" 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ALL LOADS ARE EXT.(+) /INT.( -). DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8' 26 -1/2' 30' 37' 42 ' 48' 74 -1/4' 54' so u 72" 19 -1/8" 26 -1/2" 30' 37 42' 48' 84' 54 60' 68' 72 19 -1/8" 26 -1/2" 30" 37' 42" 48' 54- 80" 66" 72' 19••1/8' 26-1/2" 30" 37' 42' 48' 54' 60' 68" 72' mutt. SPAN 98' 108' 1 X 3 * 3 4 CUSTOM CUSTOM 1 2 3 1 2 4 2 2 3 2 2 4 2 2 5 2 X 6 2 2 8 STD. STD. STD. STD. STD. STD. HEAVY 74.6 140.9 115.1 150.0 150 0 1500 150.0 53 8 101.7 83.1 149 1500 1500 150.0 47 5 89.8 73.4 131.3 150 0 1500 150.0 38.5 72.8 59.5 108.4 1489 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 1500 29 7 _ 58 I L45_9 82.1 114.8 150.0 150.0 26.4 1 49.9 4 72.9 102. 135.2 150.0 23.8 44.9 _ 36.7 _ - 658 91.8 - 121.7 150 21.6 40.8 33.4 - 59 7 83,5 110.8 1500 37.4 30.6 54.7 76.5 101.4 150 0 51.5 110.1 79.5 150.0 150.0 150.0 150 0 37.2 79.4 57.4 116.1 150.0 150.0 1500 32. 70.250.7 102.8 _143.5 150.0 150.0 26.6 38.9 41.1 83 2 116.4 150.0 1500 23.4 50.1 36.2 73 3 103.5 1358 150 0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 39.0 28.2 570 79.7 105.6 150.0 35.1 25.3 513 71.8 95.) 150.0 31.9 23.0 46 6 65.2 86.4 150.0 29.2 21.1 42 7 59.8 79.2 145.6 22.0 47.2 34.0 689 109.9 145.8 150.0 - 38.2 27.5 539 99.1 118.0 150.0 33.7 24.3 492 78.5 104.0 150.0 29.5 21.2 43.1 68.7 91.0 150.0 26.2 - 383 61,0 80.9 148.6 - 23.6 - 34 4 54.9 72.8 133.7 - 214 31.3 49.9 88.2 121.6 - 28.7 45.8 60.7 111.5 34.5 74.0 53.3 108.1 1500 1500 150.0 24.9 53.4 38.4 780 124.4 150.0 150.0 24.2 51.9 37.4 75.9 132.7 1500 150.0 - 37.5 27.0 548 958 130.2 1500 - 33.1 23.9 48.4 84.6 115.0 150.0 26.9 - 39 2 69.6 93.3 150.0 23.7 - 34.6 80.4 82.2 130.0 20.7 - 30 2 52.9 71.9 132.1 - 26.9 47.0 63.9 117.4 24 2 42.3 57.5 105,7 220 38.5 52.3 96.1 - 202 35.3 47.9 88.1 MULLIONS WIDTH (W) m 81 ♦ 82 2 DESIGN LOAD CAPACITY - PSF (77185 MULLIONS) 912009 DIMS. WIDTH (9) Mull SPAN 19 -I /8' 26 -1/2' 30' 37" 42' 48" 54' 80" 86' 72' 19 -1 /B• 26 -1/2' 30" 37' 42' 48• 54' 80" 68" 72' 19 -1/8" 26 -1/2' 30' 37' 42' 48• 64' 66' 72' 120' 132' 144' 1 X 3 CUSTOM 1 X 3 1 2 4 2 3 3 STD. STD. STD. CUSTOM 2 X 4 STD. 2 X 5 2 X 6 2 X 6 STD. STD. HEAVY - 37.9 27.3 55.3 96.7 149.1 150.0 - 27.3 - 39.9 89.8 105.5 150.0 - 24.1 - 35.3 617 E 93.2 150.0 28.6 50.0 1 75.5 138.8 - 25.2 44.1 66.5 122.3 220 38.5 58.2 107.0 34.3 51.8 95.1 - 30.8 46.6 85.8 - 28.0 42.3 77.8 25.7 388 71.3 26.5 20.5 41.6 72.7 115.6 150.0 20.5 - 30.0 52.3 83.4 150.0 26.5 46.3 73.7 135.4 21.5 37.6 59.7 109.8 _ - 33.1 52.6 96.7 29.0 46.1 84.6 25.7 40.9 75.2 23.2 369 67.7 21.1 33.5 61.5 30.7 58.4 - 21.9 32.0 56.0 89.0 150.0 23.1 40.4 64.3 118.0 - 20.4 35.7 56.8 104.3 - 28.9 460 84.5 25.5 40.5 74.5 22.3 35.5 65.2 31.5 57.9 28.4 52.1 258 47.4 23.6 43.4 NICKS TO BE MOBBED 01510E 100741090.18 SHAPE !X8254* PNODUC7 - 110W tNILL10N *582010 PRODUCT TYPICAL MULLION ARRANGEMENTS �F"' • 41151440 MAP M. PE 1 38853 CAN, 3.538 OCT 0 2009 F14ORIZO171. MULLION 711LU014 SPAN 'R OD'HT RENEWED s m**71 tr.9 94151119 Numb .: 1.14 Product (sheet 301` 8 ) DESIGN WAD CAPACITY - PSF WINDOW DIMS. PRO - i ANCHOR ` AN tlTTALL al .� ANCHORS ; A• DESIGN WAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE • 10714 (w) 'NULL SPAN A 8 C D E 19 -1/9' 116.0_ 150.0 -- 150.0 - 108.9 . 150.0 78 -1/2' 1 1/2' 83.7 150.0 51.8 150.0 _150.0 1500 30 150.0 74.0 137.1 96.2 150.0 - - t60 0 - 37' 148.8 60.0 111.1 780 150 0 *500 42 42' 52.8 979 68.7 137.4 _ 150.0 48" 74 -1/4' 46.2 85.7 50.1 _ 120.2 150.0 34' 471_ 41.1 76.1 82.7 106 9_ 133.6 60' - 29.8 _ 370 _ 68 _ 53.4 48.1 98.2 - 120.2 85' 54.4 33.6 623 43.7 874 log.3 72. 62.0 30.8 57.1 40.1 80.2 100.2 19 -1 /8 26-1/2" 102.5 150.0 133.4 150.0 ' 150.0 26-1/7" 41.8 74.0 137. 1 96.3 150.0 37' 30' 33.7 854 121.1 850 1500 L 3r 79.7 53.0 98.2 689 137.9 48' 42" 26.0 48.2 86.5 60.7 121.5 150.0 48' 84" 75.7 53.1 106.3 132.9 54' I �i�l�l 87.3 47.2 94.5 115 IJ 80' 60.6 42.5 85.0 1 08.3 66' 72' 29.7 55.1 38.5 77.3 98.6 72' 19 -1/8' 27.2 50.5 35.4 70.9 88.8 19-1/8" 43.2 89.7 150.0 116.7 150.0 150.0 26-1/2' 38.1 649 120.0 84.2 150.0 150.0 30' 30.9 57.2 108.0 74.4 148.8 150.0 37' 50.5 48.4 85.9 60.3 120.8 '50.0 42" 31.0 40.9 75.7 53.1 1063 132.9 48' 96' 358 66.3 46.5 93.0 116.3 54' 49.6 31.8 58.9 41.3 82.7 103.3 60' 45.1 28.6 53.0 37.2 74.4 93.0 66' 41.3 25.0 48.2 33.8 67.6 84.5 72' 238 44.2 31.0 82.0 77.5 19-1/8' 799 147.8 103.7 150.0 150.0 28-1/2' 57.6 106.7 74.9 149.7 150.0 50' 509 94.2 66.1 132.3 150.0 37" 41.2 75.4 53.5 107.2 134.1 42' 36.3 57.3 47.2 94.5 118.1 4 e - 108' 31.8 58.9 41.3 82.7 103.3 54' 28.2 52.3 38.7 73.5 91.9 80' 25.4 47.1 33.1 66.1 82.7 66' 23.1 42.8 30.1 50.1 75.2 72' 21.2 39.3 27.6 55.1 68.9 ••• • • •• • • • ••• •• • • • •• • •• • • •• DESIGN WAD CAPACITY - PSF WINDOW DIMS. 910TH (w) 111.1. SPAN 19 -1/8' 28 -1/7' 30' 37' 42 ' 4 s 6 6 74 19 -1/8 26-1/2' 30' 37 42 ' 48' 54" 60' 66' 72' 19 -1/8' 28 -1/2' 30' 37' 42' 48' 54' 80" 66' 72' *9-1/8' 26-1/2" • 50- • •37' • 42' e. 448' 54' 60' • lbw • 62' 38-3/6' 50 -5/8' s8' •••6 • ••• •••• 6 • • ••• ANCHORS TYPE A R C D E *50.0 1500 150.0 150.0 143.1 I 150.0 116.0 150.0 102.1 150.0 89.4 150.0 79.5 147.3 74.5 132.8 65.0 1 20.5 59.6 110.5 150.0 150.0 150.0 - 150.0 150.0 '50.0 150.0 1500 150.0 '500 150_0 0.1 150.0 150.0 1034 150.0 150.0 93.1 150.0 150.0 84.6 150.0 150.0 77.5 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 123.1 150.0 150.0 76.8 142.3 99.8 150.0 150.0 67.8 125.3 88.0 150.0 150.0 59.2 109.7 77.0 150.0 150.0 52.6 97.5 88.4 1381 150.0 47.3 87.7 61.6 123.1 150.0 150.0 150.0 150 0 150.0 150.0 1 221 150.0 150.0 150.0 150. 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.8 100.8 150.0 150.0 87.8 125.8 88.2 150.0 150.0 60.3 111.7 78.4 150.0 150.0 54.2 100.5 70.5 141.1 150.0 49.3 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.6 147.0 148.5 150.0 150.0 150.0 150.0 43.0 79.7 56.0 111.9 139.9 39.4 73.1 51.3 102.8 128.3 138.7 150.0 150.0 150.0 150.0 • 98.7 150.0 1283 1500 150.0 87.2 0 150$ • • ,113.4 150.0 150.0 , 70.7 125.0 891.9 150.0 150.0 .62.3 115. X1.0 150.0 150.0 • 54.5 ' ,101.6 60.9 141.7 150.0 48.4 69.7 • • %3.0 1260 150.0 43.6 Ba5, • 18.7 6139.6 •3.4 • • 51.5 • 36.3 67 • 47.2 113.4 141.7 103.1 128.5 94.5 118.1 • . 00 •• •• •••• • • • • ANCHORS TYPE '0' AND 'E' APPLICABLE TO 4`, 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO AU. TUBE MULLIONS. ALL LOADS ARE EXT.( +) /INT.( -). • • • •••• •••• NOTE: ANY ANCHOR CONDITI2u :WIN HEREIN MAY COVER e••• LOCATION HEAD, SILL OR JAMB ENDS. 1 FOR ANCHORS DESCRtiTIflN SHEETS 5 THRU 8. • • • • (INTERPPIIAiT10N BETWEeN WIDTHS OR SPANS ALLOWED) ••••• ANCHORS] ANCHORS \1YP CA OR E GLAZING PRODUCT F- YERIICN. GIADNG PRODUCT 141 WIDTH (w) a wt 4 w2 «! 2 1 \ _ANCHORS 4 E w2 TYPICAL MULLION ARRANGEMENTS ANCHORS TYPE 0.0 OR E MULLION SPAN Env 489 vww RA. PE 8 38883 CAN. 3338 01 200 ARO4ES 70 BE INSCR* A45'OE RECTAIN,IRAR SHAPE 'I1.C:313CT F.: *4::g m 3.1217:3 ..:.h the Florida 4er,.'a a: 4a FsC ,... Eris x -11 Product 0 • 82)888 R8 8. 8 R • a Ira I.JBL drawing no. M04 -04 6( (sheet 401 8 MULLIONS DESIGN WAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE w107N (w) NULL SPAN A 8 C 0 E 19 -1/8" . 71.8 133.0 93.4 150.0 I 1500 78 -1/2' 51.8 98.0 87.4 134.8 150.0 .30' 45.8 84.8 591 119.0 148.8 37' 37.1 88.8 48.3 96.5 120.6 42' 32.7 - - 60.6 42.5 85.0 109.3 48" 120' 28.6 53.0 37.2 74.4 93.0 54' I5.4 471_ 33.1 66.1 82.7 80" _ 22.9 - 4 2.4 - 29.8 _ _ 59.5 74.4 66' ' 20.8 38.5 77.4 54.4 67.6 72' 1 - 35.3 24/ 49.6 62.0 19-1/8' 65.3 120.9 64.9 1 150.0 150.0 26-1/2" 47.1 87.3 61.3 122.5 150.0 30' 41.8 77 1 54.1 108.2 135.3 37' 33.7 62.5 43.9 87.7 109.7 42" 79.7 55.1 38.6 77.3 96.6 48' 1 32' 26.0 48.2 33.8 67.6 84.5 54' 23.1 42.9 30.1 60.1 75.2 60' 20.8 38.5 27.1 54.1 67.6 66' - 35.0 24.6 49.2 61.5 72' ^ - 32.1 22.5 45.1 58.4 19 -1/8' 59.8 110A 77.8 150.0 150.0 28 -1/2' 43.2 80.0 562 112.3 '40.4 30' 38.1 70.7 49.6 99.2 124.0 37' 30.9 57.3 40.2 80.4 100.5 42' 1 27.2 50.5 35.4 70.9 88.6 48' 144' 23.8 442 31.0 62.0 77.5 54' 21.2 393 27.6 55.1 68.9 60' - 35.3 248 49.6 62A 66' - 32.1 22.5 45.1 56.4 72' - 29.4 20.7 41.3 51.7 ••• • • •• • • • ••• •• • • • •• • •• • • •• DESIGN WAD CAPACITY - PSF WINDOW DIMS. 910TH (w) 111.1. SPAN 19 -1/8' 28 -1/7' 30' 37' 42 ' 4 s 6 6 74 19 -1/8 26-1/2' 30' 37 42 ' 48' 54" 60' 66' 72' 19 -1/8' 28 -1/2' 30' 37' 42' 48' 54' 80" 66' 72' *9-1/8' 26-1/2" • 50- • •37' • 42' e. 448' 54' 60' • lbw • 62' 38-3/6' 50 -5/8' s8' •••6 • ••• •••• 6 • • ••• ANCHORS TYPE A R C D E *50.0 1500 150.0 150.0 143.1 I 150.0 116.0 150.0 102.1 150.0 89.4 150.0 79.5 147.3 74.5 132.8 65.0 1 20.5 59.6 110.5 150.0 150.0 150.0 - 150.0 150.0 '50.0 150.0 1500 150.0 '500 150_0 0.1 150.0 150.0 1034 150.0 150.0 93.1 150.0 150.0 84.6 150.0 150.0 77.5 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 123.1 150.0 150.0 76.8 142.3 99.8 150.0 150.0 67.8 125.3 88.0 150.0 150.0 59.2 109.7 77.0 150.0 150.0 52.6 97.5 88.4 1381 150.0 47.3 87.7 61.6 123.1 150.0 150.0 150.0 150 0 150.0 150.0 1 221 150.0 150.0 150.0 150. 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.8 100.8 150.0 150.0 87.8 125.8 88.2 150.0 150.0 60.3 111.7 78.4 150.0 150.0 54.2 100.5 70.5 141.1 150.0 49.3 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.6 147.0 148.5 150.0 150.0 150.0 150.0 43.0 79.7 56.0 111.9 139.9 39.4 73.1 51.3 102.8 128.3 138.7 150.0 150.0 150.0 150.0 • 98.7 150.0 1283 1500 150.0 87.2 0 150$ • • ,113.4 150.0 150.0 , 70.7 125.0 891.9 150.0 150.0 .62.3 115. X1.0 150.0 150.0 • 54.5 ' ,101.6 60.9 141.7 150.0 48.4 69.7 • • %3.0 1260 150.0 43.6 Ba5, • 18.7 6139.6 •3.4 • • 51.5 • 36.3 67 • 47.2 113.4 141.7 103.1 128.5 94.5 118.1 • . 00 •• •• •••• • • • • ANCHORS TYPE '0' AND 'E' APPLICABLE TO 4`, 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO AU. TUBE MULLIONS. ALL LOADS ARE EXT.( +) /INT.( -). • • • •••• •••• NOTE: ANY ANCHOR CONDITI2u :WIN HEREIN MAY COVER e••• LOCATION HEAD, SILL OR JAMB ENDS. 1 FOR ANCHORS DESCRtiTIflN SHEETS 5 THRU 8. • • • • (INTERPPIIAiT10N BETWEeN WIDTHS OR SPANS ALLOWED) ••••• ANCHORS] ANCHORS \1YP CA OR E GLAZING PRODUCT F- YERIICN. GIADNG PRODUCT 141 WIDTH (w) a wt 4 w2 «! 2 1 \ _ANCHORS 4 E w2 TYPICAL MULLION ARRANGEMENTS ANCHORS TYPE 0.0 OR E MULLION SPAN Env 489 vww RA. PE 8 38883 CAN. 3338 01 200 ARO4ES 70 BE INSCR* A45'OE RECTAIN,IRAR SHAPE 'I1.C:313CT F.: *4::g m 3.1217:3 ..:.h the Florida 4er,.'a a: 4a FsC ,... Eris x -11 Product 0 • 82)888 R8 8. 8 R • a Ira I.JBL drawing no. M04 -04 6( (sheet 401 8 MULLIONS 1/4 Ou. uLTRACO NS BY 'ELM ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MIN. EDGE 0IST. MN. EMBEDMENT N000 I' I -3/8' BL00M 2 -1/2' 1 -1 /4' CONCRETE 2 -1/2' 1 -1/2' • ••• • ••• •• • • • • • • •• • •• • • •• • . •• • ••• ••• •• • • ••• • ••• • ••• ••• Ed Ed. 1 • • • • • •• • • •••• ANCHOR LOCATION 1 /K' Du. ULTRACONS 2 PER CUP (1 ON EACH 1VINO) 1 /A' OW ULIRA 1 PER A ONS NGLE �\ IBY WOOD BUCK 1/4 OAl ULTRACONS 2 PER CLIP (1 ON EACH IMO) • • • • • • • •••••• •• •• •. • ••• • •••• • •••• •• • • • • A ANCHORS TYPE 'A' FLOATNC CLIP SNUG FR INSIDE MULL It* SMS 1 -3 /4' 0.C. MIN. 2 PER ANGLE 1 /4' Oa. ULTRACONS 1 PER ANGLE 1 _2 K 2 K I/8' ALUM ANGLE 2 WO00 BUCK •t_JI FLOATING CUP OR SNUG FIT INSIDE NUJ_ 11 11 2 L 2 K 1/8' *000 AWN ANGLE STRUCTURE 114 SNS 1 -3/4' 0C. 4N. • • • 1 . _ 2 PER ANGLE L ,L.1 • • • Ed 2 1 /K .+e. MN_ ' 1' MN. FA-LL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ! WITH ALKAU- RESISTANT C011T11M.S. SUCH AS 13104N0US PANT OR 1 WATER -WHITE METHACRYIATE LACQUER. 1 /N' DIA. ULTRACONS • PER CUP (2 ON EACH *INC) • 1/4' DIN. ULTRACONS 4 PER CUP (2 ON EACH WING) I h 1 1 8Y W000 BUCK 2 BY *000 BUCK -_� ANCHORS TYPE 18' L FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1 -3 /A' 0.C. MIN. 2 PER ANGLE LFLomireG CUP SNUG FR INSIDE MULL /14 WS I -3 /t' O.C. MN. 2 PER ANGLE Env: 419.W *OAR Fu PE • 38883 CAN. 3538 OCT Di 'LOU9 4/4' DNA. ULTRACONS 2 PER ANGLE` 1/4' OIA ULTRACONS 2 PER ANGLE 2 X 2 Y 1/8 ALUM ANGLE 2 K 2 K 1/8' ALUM ANGLE PRODUCE RENEWED sC dm Florida ,xc:zp.,IK No • - 03 8014 Cannot; �oE $! R58 x•54 11 S$ e ue ar Lt. e k x drawing no. MO4 -04 (sheet S of 8 ) I/4 DIA. ULTRACONS BY 'ELCO ULTRACONS MAY BE HEX OR FLAT 4EA0 SUBSTRATE Ed. . MIN. EDGE DIST MIN. EMBEDMENT M000 1' 1 -3 /111 BLOCK 2-1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' Ed 1 3' MIN. • r 1 i t/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH Mum) ANCHORS TYPE 'C' N. L CLIPS AND ANGLES TO iR SNUG INTO TUBE MULLIONS. CUPS OR ANKLES CONNECTED DIRECTLY To MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER- IRATE METIMCRYIATE LACOUER. Ed. ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS Ear: ARa11A0 vuom CAAI. FLA. PE 38863 C CAN. 3538 QC i O 5 20119 LOCATION OF SCREWS CONNECTING ANGLES TO TUBES f1:CE.:!Cr KT?::iV';.:. EnJ•S:il. C.1C, Oren t:7 - ICo MN:1 Inds Product Cosset 1 0 1 4 Z O: sheet 6 of 8 • ••• • • • • ••• •• • • • • • •• • • •• • •• • •• •• • • •••• • ••• • ••• ••• 5/16' A. ULTRACONS Ed. ' 4 PER CUP (2 OR (*04 MSG) •••• • • .••• • •• • • • •••• • • •••• • •• • • • • • • • • •• • • • • •• • w • • • • • • • • • • •••• • • •••• • • • • FLOATING CLIP SNUG M INSIDE MULL /I4 5•S 4 PER ANCE ANCHORS TYPE 'E' • • ANLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS • •• 5 /IC OW. ULTRACONS BY 'ELCO' 0 9 ULTRACO$S MAY BE HEX OR RAT DEAD SUBSTRATE CONCRETE Ea. - MIN. EDGE DIST. 2 -I /2' MIN. EMBEDMENT I -3/4" I ALL CUPS AND ANGLES To PR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE To BE PROTECTED I TM ALNAU- RESISTANT COATINGS. SUGO AS BITUMINOUS PANT OR WATER -WORE METNACAYUITE LACQUER. 5/16' DU ULIRACDNS 2 PER ANGLE • • 'I • LOCATION OF SCREWS CONNECTING ANGLES TO TUBES L2112 %1 /B" ALUM ANGLE 0C E*v: 41164440 WPM COIL 0. PE 1 36983 CAN. 3516 ' 01 i009 '7Lo ' T17 i!:..'i.'C^ Ease, Nw7ni vAnan+ 5.03 fA Z O 3 n Growing no M04 -04 (sheet 7o1 8 ) •••• • • •••• • ••• 1•• • • • • • • • • • • • •••• •• •• • • 0 • • • •••• •. ••• •. •. • • • • • • •••• • • • ••1••• • • • • •• • • • • • •• • •.1.•• • •.•. • • •••• • •• • • • • • TUBES MAT BE NOTCHED AS SHOWN TO ALLOW NSTALLATION Or Ciro ANGLE CAULK JOINT AFTER ASSEMBLY THIS SCREW CAN BE INSTALLED IN DRIER MAMMON T , 14 SEE CHART rOR OUMfr AN s 1 TURF MULLION ii 1TO rH SMS 2/ SIDE 1/R' TACK ALUM CHANNEL LENGTH TO M SNUG INTO MULLION ACCESS H0LE /1A FH SM5 ^l -1 /2' 0 T4N. SEE CHART FOR OUANTITUES 110 FM 5115 2 PER CLIP ' O.C. MN. 1 - 3/4• x 2 x 1 /B' (FOR 2BY TUBE) • • • 3/1' x 2 x 1/0" FOR (113Y • RUM • • • • CUT TO M SNUG .ISIDE TUBE ANCHORS DETAIL $1 METAL TO METAL CONNECTION TUBE MULLION ,11 SIAS SUBSTRATE E... 111. 11 EDGE O15T. ALUMINUM S /B' MIA. CL TO CL WAC.NG 1/2' ANCHOR N0. OF ,_CHART SCREM5 TYPE A 4 ITPE 8 3 TYPE C TYPE A fC 01 2 Env: AigUO uIOAR CML FM. PEE 1MUM CAM. 353B TRODUC T tu3NEWIin Bs enfAldyif3 w TI dts Ronda LtuiGtbl3 Cate Ascoplanss No E t . °m( .03 � I a y " 1 61 0 r drawing no. M04 -04 Bor $