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WS-2-10-212Inspection Number: INSP - 145137 Permit Number: WS -2 -10 -212 Scheduled Inspection Date: June 09, 2010 Inspector: Rodriguez, Jorge Owner: BALL, IVAN Job Address: 800 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: SOUTHERN WINDOW TECHNOLOGY INC Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 144960. No access NB June 08, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060142770 Phone: 305 -253 -2560 Page 7 of 26 Project Address 800 97 Street Miami Shores, FL 1132060142770 Block: Lot: IVAN BALL Owner Information IVAN BALL MOW": IMENEMISMAI,MMMosszo, Valuation: $ 1,400.00 Total Sq Feet: Z4 Contractor(s) Phone SOUTHERN WINDOW TECHNOLOGY 1305-253-2560 Cell Phone Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 $6.00 $1.60 $119.20 Building Department Copy February 25, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number 800 NE 97 ST MIAMI SHORES FL 33138 -2528 Phone Invoice # Invoice Total • Amt Paid Amt Due WS -2 -10 -37033 $119.20 $119.20 $0.00 Expiration: 08/16/2010 Applicant Cell For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 1 2 MINI. WNW morloo =MN sows ow SIMON IMMO r:Ma� ma - c+ —,a C.t Nam dee. Q 1 10111=1,4 IC" - rt 89111111111 sn reirob, Cr- 1- .„ • • 03 ca ed yca tao • aas. 03+ -4C3 ce • W 0 03' oer- •a3 •�-, -. f� C4 , a t'•1H a w C3 Cd L ea:rw tasa- � •• Ce • Ce. a=t La- a 1- s. t, STATE OF Fp .R `: .. 0 H• =iREsS 1A CERTIFY 1i` er ;P: ". !. original fif 9 -in `hi e l A • 1/1 WIT NES HARVEY P By This Instr■yyrtg enl Pre ared By: NameZV/t t AddressObj Permit No. STATE OF _ COUNTY OF • THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of roperly, and street address f available) (A VA Shed. 5 c.3P, ' 1 12. of Lor ( I 4 LO7 is 510t4 • 2. General description of improvement: Okle Oak) _ N)q de., 1)46 64 ( 4— 3. a. Or Na me /andadd friD1vn 11 3 V v i, r'�4 -SL htie -y�G J► s a. Name and address: ` "d t rV T b. Interest in property: 5'1 C4e, c. Name -and address of fee simple titleholder (if other than owner): 1 J 4. Contractor: ,'y ��) ` t a. Name and address:`„ to )) T&(, kMIQ /1-f b. Phone number. , (L, G�[I Ij i 1 o� k t J_ Rh 3 't (NA) �K C 1-J(, � / �" 3 X71 517 305 53 025 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender 11 1 f' a. Name and address: b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7 13.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: J B. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION THE COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART O 1, SECTION 171 OF FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING—WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. iN,CLERK,�i4 Th fore LL ng tnsjrument was acknowledged before me this (name of person) as authority, ...e.g. officer, trustee, attorney In fact) for behalf of whom Instrument was executed). NOTICE OF COMMENCEMENT PaSignature rtner /Manager of Owner /1n or Own o er's Authorized ^ OffiL cer /Dlredor Signatory's Title/Office '`F - __ day of 2 –x• / ' 2 - .–_•2Q./1Ziyear) by i�J (iype of (name of party on a q tYP Lt, Notary Public State of Florida . Esperanza Wilson a < My Commission DD781720 Expires 04/22/2012 of otary Public – State of Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number A � Known vC.: Y o® -x`1 Personatl ° � l �$ b2 � Y own or Produced Identificattonf__ Ve o Pursuanttos act ►o C.,5 `)arida Statutes Under penalties of perjury, I dectere that i have read the foregoing knowledge and belief. g g ` at the facts sta - J� cr • Mural t erson Signing Above Tax Folio No. n it are true to the best' of my BUILDING PERMIT APPLICATION FBC 20 Permit Type Owner's Address ems® 11/4.tE c () S1 ee cit S Roes Vmast iL ter Tenant/Lessee Name U A Email ft Job Address (where the work is being done City Miami Shores Village Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ROOFING Zip 3313 3 Phone # gb0 Permit No. W51b Master Permit No. Owner's Name (Fee Simple Titleholder)�.a.. J � irfi(ION4 L�� LL Phone # �JOS 1' • - L,gQPj County Miami -Dade Zip W ®/ dr L‘: NO, Flood Zone FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Nam Contractor's Address y �� Cit / t�..L tA , state p/ Qualifier Name (-4/11 RA ` - 1 !tom J.t-psi Phone # OS ;253 42 5c, 0 State Certificate or Registration No Competency Certificate of Com No! 5 3 5 v O y 001 Contact Phonq . 3 53 eR5 4 1 0 E -mail .(.1L+11c.gA) VV d h:10 Y `hQ I 0 SMA i I Architect/Engineer's Name (if applicable) 305 a6 v 303 Zip )5 Phone # �t 41411 Value of Work For this Permit $ J'p V Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ['New [ 4 epair/Re lace [' Demolition Describe Work: C h A t45 to 1+4 vMOR../ Do o 12 Notary $ Scanning $ WG(J Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Bond $ * * * * * * * * * * * * * * * * * * *, * * * * * * * * * * * * *** * *** Fees *************** * * * *,* * * * * * * * * * * * * * * * * * * *r: ** ** Submittal Fee $ 5( 00 Permit Fee $ I/O CCF $ 1 aO CO/CCs Training/Education Fee $ 0 4D D Technology Fee $ 1•(00 CiRtr See Reverse side —+ Bonding Company's Name (if applicable) b� Bonding Company's Address CO City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Signature) j/ I / 1 NOTARY Pa C: i Sign: _ 2 My Commission Expires: * * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) State Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice . commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit • sue'. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." t4o Owner or Agent The foregoing instrument was acknowledged before me this /1 day of -1bbPUp, t 0, by who is personally known to me or who has produced rte8400 - Sy7- 1l -S63 -R identification and who did take an oath. o c�` v e y Notary Public State of Florida Esperanza Wilson j My Commission DD781720 Sig 0 Plans Examiner Engineer Sign: Print: My Commission Ex * *. * * * * * * * * * * * * * * * * * * * ** tstIOMI Contractor The foregoing instrument was acknowledged before day of h2 brva ry , 2010 , by Arm fhri t4 nominal' who is personall known to me . r "who has produced as identification and who did take an oath. NOTARY PUBLIC: Notary Public State of Florida Esperanza Wilson My Commission DD781720 Expires 04 /22/2012 * * * * ** joe fan za GviLsan Zoning Clerk checked T /I 0023 GLASS & GLAZING 0029 METAL AWNG & SHUTR MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE 140 W. FLAGLER ST., SUITE 1602 MIAMI FL, 33130 (305) 375 -2527 CONTRACTOR'S BUSINESS CERTIFICATE OF COMPETENCY ISSUED THIS IS TO CERTIFY THAT SOUTHERN WINDOW TECHNOLOGY INC CONTRACTOR CERTIFICATE NO.: 958500175 TRADE: BUILDING CERTIFICATE EXPIRATION DATE: 09 /30/2010 HAVING MET THE CODE REQUIREMENTS OF MIAMI -DADE COUNTY, AS AMENDED, IS CERTIFIED AS A CONTRACTOR IN THE FOLLOWING CATEGORY(S): WITH ALL WORK TO BE DONE UNDER THE SUPERVISION, DIRECTION AND CONTROL OF QUALIFYING AGENT THOMPSON AAMANITA S.S.N. - -2047 ALTERATION, REPRODUCTION OR TRANSFER OF THIS CERTIFICATE IS PROHIBITED. SOUTHERN WINDOW TECHNOLOGY INC 19394 SW 106 AVE MIAMI FL 33157 HERMINIO GONZALEZ, P.E. SECRETARY, CONSTRUCTION TRADES QUALIFYING BOARD FEE FOR THIS CERTIFICATE WAS PAID ON PROCESS NO. T2008135612 BSSZSLESOE aDUOTIdWOO apOO OuTPTTng Wd LO:ZO 8002- 20 -3pO • • 1 ! Drilag lifi lat .C-LEli ► s PWItlfrAIMMIZENIMMON :TIDY 1 e - I MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 SOU THERN WINDOW TECHNOLOGY INC Sec SPECIA THIS 18 ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT - PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CMS. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS I8 NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 11/18/2009 02290009001 000086.25 SEE OTHER SIDE Ieceipt holder must tegisteP In the "city ,`Where„WOrk Is to be 2009 LOCAL BUSINESS TAX RECEIPT 2010 MIAMI- DADE:;000NTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2010 . MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY RENEWAL 358464-7 ty ��rr QQ 374391 -2 BuSO R�'F I8 TECHNOLOGY INC CC ft 9 5B S 0 . 0175 19394 SW 106 AVE 33157 UNIN DADE COUNTY WORKER /S BUILDING CONTRACTOR 1 DO NOT FORWARD SOUTHERN WINDOW TECHNOLOGY INC ANGIE R THOMPSON PRES 19394 SW 106 AVE MIAMI FL 33157 111111,1 111,1,11,1,1,1, 11 ,1,1,11„11,111,11,11111111 DO NOT FORWARD SOUTHERN WINDOW TECHNOLOGY INC ANGIE R THOMPSON PRES 19394 SW 106 AVE MIAMI FL 33157 { }t 24 11,`111,11„ 1111,11 1,11 114t 111111„111,1111,1. 1111111 FIRST - CLASS U.S..; POSTAGE . I ' PAID MIAMI, FL PERMIT NO. 231 CERTIFICATE OF INSURANCE (ISSUE DATE 2/9 /2010 PRODUCER Northeast Agencies, Inc. 2495 Main Street - Suite 209 Buffalo, NY 14214 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A Omega U.S. LETTER INSURED Southem Windows Technology , Inc 19394 South West 106 Avenue Miami, FL 33157 COMPANY B N/A LETTER COMPANY LETTER C N/A COMPANY D N/A LETTER COMPANY E Omega U.S. LETTER COVERAGES TH S IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE POLICY EXPIRATION DATE LIMITS A GENERAL LIABILITY OUS009009588 11/17/2009 11/17/2010 GENERAL AGGREGATE 2,000,000 1,000,000 1,000,000 1,000,000 50,000 5,000 PRODUCTS - COM/OP AGG. PERSONAL & ADV. INJURY EACH OCCURRENCE DAMAGE PREM RENTED TO YOU MED EXPENSE (Any one person) B PERSONAL LIABILITY COMBINDED SINGLE LIMIT MEDICAL PAYMENTS TO OTHERS C EXCESS LIABILITY EACH OCCURRENCE AGGREGATE D E PROPERTY OUS009009588 11/17/2009 11/17/2010 BUILDING 50,000 CONTENTS LOSS OF USE DESCRIPTION OF OPERATIONS / VEHICLES / SPECIALTY ITEMS Carpentry, Door, Window or Assembled Millwork installation metal, Sheet Metal Work outside, Mercantile - Sole Occupancy Only - Not Otherwise Classified - Moderate Susceptibility THIS INSURANCE IS ISSUED PURSUANT TO THE FLORIDA SURPLUS LINES LAW. PERSONS INSURED BY SURPLUS LINES CARRIERS DO NOT HAVE THE PROTECTION OF THE FLORIDA GUARANTY ACT TO THE EXTENT OF ANY RIGHT OF RECOVERY FOR THE OBLIGATION OF AN INSOLVENT UNLICENSED INSURER. SURPLUS LINES INSURERS' POLICY RATES AND FORMS ARE NOT APPROVED BY ANY FLORIDA REGULATORY AGENCY. SURPLUS LINES AGENT VIRGINIA C. PHILLIPS LICENSE# A206695 13577 FEATHERSOUND DRIVE PO BOX 17069 CLEARWATER, FLORIDA 33762 CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2ND AVE Miami, FL 33138 Should any of the above described policies be cancelled before the expiration date, the company shall endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives. AUTHORIZED SIGNATURE toor 37249 AACC,FeCi CERTIFICATE OF LIABILITY INSURANCE DATE (M&VDDITYYY) THIS CERTIFICATE 15 ISSUED AS A MA/TER OF INFORMATION ONLY NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PrtODUCER Bayside Insurance Inc. 9730 E. Whims Street Miami, FL 33157 Phone ( Fax (305)252-9549 I swamp Southern Window Technology,Inc. 19394 S.W. 106 Ave. Miami, FL 33157 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO1WITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, iPR EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SUFW _LTR TYPE OF INSURANCE • POLICY NUMBER --PW-MV-Er7Th— GENERAL LIABILITY LINTS 0 COMMERCIAL GENERAL UABILIT1 EACt_cuuortmOCCURRENCE PREMISES (Ea occurrence) 0 C LANSAIADE 0 GERI AGGREGATE LIMIT APPLIES PER O POLICY D LOC SECT AUTOMOBILE LIABILITY ANY AUTO • ALL OWNED AUTOS LJ SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS n W ORE" LIAB 0 OCCUR • EXCESS UAB Ei CLAIMS-MADE O DEDUCTIBLE LIJ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY y / N A ANY PROPRIETONPARTNER/ExEcuTIVEr oFFICER/MEMBER EXCLUDED? N IA — (Attndatory in NH) If yes, _ _derarram under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is requinoI) CERTIFICATE HOLDER 1FAX#305 ACORD 25 (2009109) QF J MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES, FLORIDA 33138 WC61445-0-0 SHOULD ANY 0 THE EXPIRATION DAETE ABOVE TH O DESCRIBED POLICIES BE CANCELLED BEFORE , WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY RO VISIONS. AUTHORED REPRESENTA T CONTACT _ Frit Donna Moser vac. No. nal: ( 2 35-5704- E FrAmAX. No): (305) 252 Imapj baysideinsurance_ebellsouth. net PRODUCER _CUS.TOMERIO O INSURER($) AFFORDING COVERAGE NMC II INSURER A : Ascendant Commercial Insurance Inc INSURER B t INSURER C: , INSURER 0 : ___ t 1 I i i- INSURER E INSURER F : 12/08/2009 CANCELLATION 12/08/2010 MED EXP PERSONAL & AOV INJURY GENERAL, AGGREGATE PRODUCTS - COMP/OP AGO COMBINED SINGLE LIMIT (Ea sodden:) BODILY INJURY (Per person) $ BODILY INJURY (Pei =wen: S PROPERTY DAMAGE L Iper accident) - T s $ EACH OCCURRENCE AGGREGATE $ $ 6Tiv - - F - 1 — ..m..L.TORY_LIMITS,....1-1 ' E.L. EACH ACCIDENT 100,000: E.L DISEASE - EA EMPLOYE: 500,000 EL. DISEASE - POLICY WAIT $ 100,000! @ 1 200 ACORD CORPORATION. AU rights reserved. The ACORD name and logo are registered marks of ACORD The Sunshine State LICENSE P& ER T512 -016-50 -967-0 AMANITA R THOMPSON 10188 SW 203 TER MIAMI, FL 33188 -1408 BIRTH DATE SEX HOT. REST 12-27-60 F 6-06 ISSN EXPIRES DUPLICATE 12 -16-04 12-27-10 0040-00 SAFE DRIVER 12153104 )peaation of a motor vehicle constitutes consent to any sobriety test required by taw, Condition Gcpi , Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 griciosed Buiidijgs : 0.18 -0.18 @r!clpsgilOfgs • • - -- 0.18 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.53 Flexible Structure No r Analysis by: Mario Duany Company Name: MDS Engineering Corp. Description: Ball Residence 800 NE 97th Street Miami Shores,FI) User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or I Exposure (B, C, or D) Struc Nat Frequencn1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B Width Paral. To Wind Dir (L Building 146 II C 1 0.0 0.0 Monoslope 1 20.00 20.00 20.00 38.00 46.00 mph Hz :12 Deg ft ft ft ft Develo by •• • • • ••• ••• • WINDO5 v1 -13 BY: Detailed Wind Load Design (Method 2) per ASCE 7-05 ••• • • •• • • • • ▪ • • • • • • • • • Importanre Factor P - ARr 9 VFD 70 MG DEPT EL G DEPT • i`; •• • • • • • • • • eslnt • $GL MDS Engineering Corp. • ST /.TE AND COUNTY RULES -At= Bt = Bm = Cc = I= Epsilon = Zmin = Calculated Parameters FEB 1 1 20r Fig 6 -5 Internal Pressure Coefficients for Buildings. Gcol • SUEJtG1 U CUMNLIANUE W111 ALL 1 EUEHAL NO REGUL 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Gust Factor Category l: Rigid Structures - Simplified Method Zm lzm Lzm Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category It Rigid Structures - Complete Analysis Q Gust2 Zmin Cc * (33k)"0.167 I *(zmJ33) "Epsilon (11(1 +0.63 *((B +Ht) /Lzm) 1 0.63)) "0.5 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 15.00 0.2281 427.06 0.9209 0.8834 ft ft Gast Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 10 Component width (ft) Span (ft) Area (f02) Zone GCp Wind Press (Ib /ft "2) Max Min Max Min French Door 3.17 6.83 21.65 4 0.85 -0.94 50.53 -54.96 4 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • Developed by Me Enlerp0ses,• oe • IVg it•2 ... . • ... . • • WIINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Flews 6 -11 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <: 60 ft = => 3.80 ft -►I N- a I Note: The image shows a Gabled roof, but Fig 6 - 11 also applies to some monoslope cases a = 3.8 •• • •• • • • • • • • • • • • • • • • •• ••• •• • • • •• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • Theta Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. MDS Engineering Corp. Ht Double Click on any data entry line to receive a help Screen 1/28/2010 i „\.. 1.r1i✓ t :i I�d1 j Page No. 4 of 4 , 1 Ic;04ripiion of\}iiIjdgr, Prod. t.leceptat :ce 1 Prod.:ct Approval Uli:.i;u;; Dc+ign Ro.g1, Oleni i Si.i:! c: R r :t;,ri Militia.: Re4uirt i tml rcl � • • irporar%pi%. Nateber f DcsionPresiure Frestute Sie Yes' , :v5 Z'zsr5o Ycs /P;o 0- q ► � •• • ••• I t""("") PSP i-7 ?SF Cl l'SF (-) PSF - • I • • • • • ••••• •.•• • • • • • • • • } } 1 i • • • • • •••• i'Ffvflami Department Address; ; 1 St- Perini No. •+ roduct my l deduIe / Comparison Chart , MIAMMLaADE 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 "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, 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 and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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. INSPEC1 5Nc . /i cepy ofttlisietitirt shall be provided to the user by the manufacturer or its distributors and shall be avaifabld fdr ihspedtldn at the job site at the request of the Building Official. This NOA consists of this /he a we 11 as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •. • • • ••. • • • • • • • . •• • • • • • • •. • • • • • ••• • • • • • • • • • - • •- • • • • • • • • • • •• • • MIAMI - DAADE COUNTY, FLORIDA MI rRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and Last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15 /01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. •• ••• • • • • • •• • • • • • • • • ' • • • • • • • • • • • .. • . . • • • ••• •• • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • 1 • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • E -1 l st,•. 1. 1.I4aKci4. lshaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 •• ••• • • • • • • • • •. • • • • • • • • • .. ••• .• • •• •• • • • • • • • • •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • NU I tom: UU 1 bVVIN(j IMI'AI:I 1'11tN(:H UUUht(b) AND bIUt LI 1 t(5) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, O, XX XO, OX, XXO, OXX, OXO, AND OXXO. 4. 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 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR • SAFLEX/KEEPSAFE MAXIMUM • •® ; - a7 '16" HEAT STRENGTHEND GLASS • • • •• • ••• • • • • •• ••• • • • nimbi By: F x •• • • • • • • • Pit • • • • Dow tYlQA77 • 67 EXTERIOR A • Oaobdlir Ow* J.J. 622107 112" GLASS BITE .402 A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 C ARIFYEX7:OFMASS, OVERALL 7HCKAESS AND GLASS BRE ADO GLASS BITE DIAL 70 GLAZING DETAILS, ADD GLASS 77#C. REVISE MOTE 1, CRASS DESCRPT. &ADO NOTE O. 1070 7ECHNOLOGYDRNE NA7KOABS, FL 84,276 P.O. BOX 1628 NORMS, FL 94274 EXTERIOR A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM IN . - 3/16" HEAT STRENGTHEND GLASS --� .465 "— A 7/16" LAMI NOM. .GLAZING OPTION C OR D, NOTE 1 DaspMme _NOTES AND. GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Rye B Visibly Berner irAgliskt P0101 • ie* aura 1x 1 4,10 v1•2. 110054 . TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 Approved as coniplying with the Florida Huang Code Date Gir4k1 / B, ?c407 NOM a7— o c If. /v Miami Dade Product Control B sr4 �1 1. C l ��t -L L. Ciadc, P.E. PE #39712 Structural NOA DRAWING MAP •• • • • • • • •• • • • • •• • • •• • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • •. • •• •• • ••• • • • • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, 0)0( & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH 3° 371/2 "I 6 ° 71 3/4" O WIDTH X WIDTH 2° 251 /2" 27 1/2" 29 1/2" 2 31 1/2" 2 331/2" 351/2" 3° 37 1/2" SINGLE SIDE LITE • • • • •••..• • • • • • • • • • • . • •• •.• ••• 1 • • • • • • •• • • • •• • • • Nndaijr. Prmur Uoic f g littin g • • F.IC • SB&07 °" F.K 2/22/07 27 3/4" 36 1/8" 36 3/4" O WIDTH 36 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 63 3/4" 67 3/4" 6 ° 71 3/4" O WIDTH 103/4" 12 3/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 6 793/4" +75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 7°- 833/4" +75.0 +75.0 +75.0 +74.9 -75.0 -75.0 -75.0 -74.9 87 3/4" +75.0 +75.0 +71.4 +70.4 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, 0)0(8, OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, CORD HEIGHT 6 - 79 3/4" +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 -75.01+75.0 -58.6 -54.9 • -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 7 - 83 3/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.01+75.0 -55.4 - 51.8 -48.8 - 46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +65.0 +57.8 +47.2 +35.2 +34.0 -75.0 -75.0 -71.4 -70.4 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 - 34.0 - 75.0 -75.0 -65.0 -57.8 -47.2 -35.2 - 34.0 R rrlrlorft sr l Rffigilmig REVISED TABLEZOESION PRESSURES AAm CLAWED NON-REAVF. VERNON B Op1WE GLASS TYPES & ACV XSEES O NOTES S ADD NOTES Sd3 Rafsbnc REVISE NOT F f, 2 & 1 AOO NOTATIONS TO TABLE 1AND A REDUCE MAX SIZE DEMON PRESSURE AND ADJUST. ALL GPS FOR TABLE 2 J.J. 6/21/197 91 3/4" +75.0 +75.0 +67.6 +66.6 -75.01+75.01 -75.0 I +75.0 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 +34.0 -75.0 -75.0 -67.6 -66.6 -49.8 - 46.5 AIL -43.8 - 41.4 -39.3 - 37.5 -34.0 -75.0 -75.0 - 61.9 -55.0 - 44.7 -35.2 8 - 95 3/4" +75.0 +75.0 +64.2 +63.1 +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 1070 TECHNOLOGY DRIVE 1NORRDltats, a. 34276 P.O. BOX 1620 NOKOMIS FL 34274 -75.0 -75.0 -64.2 -63.1 -75.0 8 - 95 3/4" -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 - 34.0 GLASS TYPES A, B, C OR D +75.0 +75.0 - 75.0 -75.0 -59.0 - 52.4 -42.6 - 34.4 - 34.0 - 34.0 NOTES: Viably Better . GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH =107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. Z. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF ® 6 . EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 1 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4' WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES 7ne ALUM. FRENCH DOOR & SIDE LITES, IMPACT a r■aroae as a lase crrn Ante F0101 I Ix 2 - 10 l 11005-1 B Approved as cuu1plying with the Florida Bo: in Code Date C „ s , MOAN Miami Dade Product Control Div By r 36 314' 1 U 11A - tnwA. NOTE 3-— " 36 3/4 SEE 36 314" MAX. --� MAX. --01-4-SEE MAX NOTE 3 / NVI. IPMrtafi i \ 1 Imo` { 49 , 10 j Er 1 o ; T 01. \ . , ,' E� E(' 1 X 1 1 ! lE , o ' e \ lE 1 0 1 i Ef' O 3/4" MAX. " 36 3/4 SEE 143 - MAX NOTE 3 / NVI. IPMrtafi i \ 1 Imo` { 49 ,' - ` 41 t / / 49 ,' , I E\ \ X ACT. \ \ •\ 41 \� . \ / E /X INACT. e \ lE 1 0 1 i Ef' O , // I \ _ C / \ / X ACT \ /X INACT. ` _ I 3/4" MAX. " 36 3/4 SEE 143 - MAX NOTE 3 — MA>L i t 1 Imo` { - t 95 1 cra 1! l / 49 ,' , I E\ \ X ACT. \ \ •\ 41 \� . \ / E /X INACT. - 1 lE 1 0 1 i Ef' O I I _ • • • .• ••• • • • • • • • • •• • •.•• • • • • •• ••• •• • •• . • • • • • • • • • • • • • • • • • . • • • • •• . • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • ••• • • • Rvad B Rs" an i.K • 40" (TYP. Hoard Br OWE SEE NOTE 4 OX ORXO X ••••• ' HATES: • • 3. FQIIMCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. Dew ••oNI■J Flohlonr 371/2" s Rafflaw A 731 /2" MAX. OTaTtilb' WO Ombdtfp Daft Fx 212207 J.J. 8121/07 36 3/4" �— MAX. 8 3 /8" DLO / TYP. 95 3/4" MAX. H TYP. CI L A A SEE NOTE 4—' 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) XX CORRECT VERT1fCAL DLO MD F tAS ADD DLO FORMARASFOR DOOR AND EWEUTEADDDOORDLODIM W AND x 4JPYDEADSOLTAhD SFECFYxACT. A9WCT. OXO -SEE NOTE 4 c 1070 ?ECHNOLOGYMAE NOCOMSS. FL 34275 P.a SOX 1620 KNOWN. R. 34274 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) Visibly Better 84 3/8" MAX. DLO (TYP.) .) F SEE NOTE 4 95 3/4" MAX. (TYP.) G G • •• 3. "SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO" XXO','OXX' AND'OXXO' CONFIGURATIONS. 4.13LI1'fFQRCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). . B. rI.E&J OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.646) (70C DOOR = DOOR WIDTH/2 4079) DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH' X' = DOOR WIDTH - 1215/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" pp . ELEVATIONS law ALUM. FRENCH DOOR & SIDE LITES, IMPACT IlistbaWadsh leak Vitae 1211/419 NTS l 3 d 10 11005 SEE NOTE 4 of L Robert L rk. P.E. PE N!39712 Structural 4" C A !y,...N•.•t' : .::- c::.i with the 1-8ie • nGT GZ7Q :.r C!> r4'. • h: i)N : °° ✓ 111 "' ... ///fr t‘i` . • • • • r • • .• • •••• • • • •• ••• •• • ••• • • • • • • • • • •• • • • • • • • • • •• • • • •••• • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • 37 R uors EXTERIO MAX DLO • • • • • • • • • • • MAX. DOOR HEIGHT 1.489 1 INTERIOR EXTERIOR MAX. DLO DOOR SECT. A-A SL SECT. B -B VERTICAL VERTICAL MAX. SIDE LITE HEIGHT INTERIOR SL VIEW G-G CORNER ASSEMBLY CLEAR COLORED SEALANT Approved as complying with the Florida Binding Code Date Or718 Zoo? NOAH 4,7- 042Sr /G Miami g Dade Product Control By Cf.441 ( ._1,14 Road By: Doi: FIG fk a'f4v7 Drain Mc DEW r 9�1dt7 B NO CHANGE 7109 SHEET. A BFpWDOtBLEHOLLOW NEi1D dad�.a t7d¢ I 1 r a�ra'n 1070 TECHNOLOGYCP NOIGN IS, FL 31275 14 Pistrarric BE0110NATCOR ER Y P.O. BOX 16a9 NO1COMIS FL 3421 P T Visibly Better 8"" r FD101 EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT I I 4 d 10 1 11005 -1 I Psw B •• ••• • • • • • • • • •• • • • • • • ••• •• • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •: • • • • • • • •••• Rao! Br fX r . r • • • • ••• •• • • • • • • • • • • • • • • • •• • • • • •Datm • Dam 0118/77 R leas AmMo r B Anibrar A PIK • 4/17 paws Om Dale• eAadasdtlr air F.K 2 437 J.J. 6/21107 MAX. 1 DLO MAX. 'X WIDTH MAX. j DLO r MAX DLO . SL SECT. E —E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) NO CHANCE MRSMEET. ADO 'DO R W/ SIDE LWTO SECTION SEd SINGLE SIDFLflFTOSECT. F.F 'X)C SECT. C-C HORIZ. 'X' SECT. D —D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILETY 1070 7ECHNOLOGY DRP E NOOCDM IS, FL 84275 P.O. Box 1879 NOKOM ISi, FL 94274 MAX. IOC WIDTH -Visibly Better MAX. SL WIDTH ---�{ L MAX. DLO SL SECT. F —F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR P � VERTICAL SECTIONS TaYr ALUM. FRENCH DOOR & SIDE LITES, IMPACT 11w. B ~ Fntot 1/2 I 5 •� 10 �� 11005-1 Approved as complying with the Florida Guiding Cod Date OL 1 Y 2oc NOM, 0 / 0 G zi . 7 Miami Dade Product Control DivWoo / By is 1. (.44,4 c. Robert rk, PE 039712 Structural C ti i�bl L la P.E. ITEM # PGT# DESCRIPTION 60 920D 6920D SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 916B 60381 SIDELITE JAMB 63 1155 781PQA #8 X1..000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA 72 4222A 64222 BEAD, 7/16" 73. 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK •• . • • • • • . • • •• • .• • • • • • • • . • • • • •• • • • • • • • • • • • • •. • • • •• • • • • • • • •• •• • .•• • • • • • • • • • • •• • ••.. -• .. • • • ••• • • • ITEM DWG # 30 910D 9438 2 1010 3 7070 4 955 5 938 6 956 8 995 9 996 10 952A 11 11000 12 1670 13 11004A 14 11001A 15 11002A 16 11003A 20 915D 21 1010 22 6608 23 1140 24 1048 25 930 26 1118 27 7070 31 911E 7FRMO 71058FP W,B 32 917 33 1178 34 913A 35 1130 36 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 983B 45 984B 46 1213 47 929 48 1139 49.982 _ • 50 • . . • 1 52 931 .. 3 1118 _ :54 947 1 55" $1'68: Road Br Daft • F!G • 0/16177 BX :4I > • 1114107 Ore F.K 2/22107 PGT# 60411 60300 67070K 7955X 7938X 7956A 7832X12FPXP 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 6Q300 66608M 78X112PSATS 71048 41721N 710X34PFA 67070K 6910 6911 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3OGG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X .300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY #32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X .750 PH. FL. SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) WSTP., .187 X.250 HIGH, FINSEAL #6 X.500 PHFL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X .200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X .750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 _X .750 PH FL. SMS HANDLE STRIKE PLATE #10 X .750 PH FL. SMS RstIslattr B NO CHANGE THIS SHEET. Anlrronr A AmfTA!l090EAOBOLT pr•orad Dew J.J. 52107 1070 TECHNOLOGY DRIVE NOKOMIS, R R. X275 AND 'INACTIVE PANEL Mir TO 7TEM4l. P.O. BOX 1579 NOICOMS, FL 34274 .504-H 1- e- fl .360 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 h' 2.750 -.el .650 --mei I .125-1 TUBE MULL 6063 -T5 1.000 PARTS LIST 7rMe ALUM. FRENCH DOOR &. SIDE LITES, IMPACT lintiaMsdle •FD101 Soft li2x rt ra�lglYs Awe 6 a 10 � 11005.1 I B Approved as complying with the Florida Binding Code Date O GT 1f no7 NOM b 7 - o6 Z9• /O Miami Dade Product Control D" ion ZttL 1. ( L. Clerk, P.E. PE 539712 Structural if 1 ••••••• • •••• • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •••• • • • • • ••• • • • • • • ••• • •••• • •• •• • • ••• • • • • • 4.626 And BE R •per• • 4.000 1.272 1 • • • • • .079 ICI 1.489 •• 3.000 • QUTSWING THRESHOLD 4063 -T6 WNW DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 .050 FILLER HEAD ADAPTER 6063 -T6 r •--- 3.000 ---•1 FRAME HEAD 6063 -T6 i Flaialow 0 Ravlabrir A 4.726 4.100 1 1.479 J 1.750 1 .1.75 1 1.750 DOOR PANEL SIDE RAIL 6063 -T5 � 3.100 --••-1 t TRUSS CLAMP 6063 -T5 4.726 4.100 SL HEADER 6063 -T6 NO CHANGE 7100 E5E. Apo Door TO RE1M20 b GLASS BED DAL TO REVS 30, 31.44, 45b 62 rnt tt# 07•0144011$ Diary I F.K 2/22107 J.J. 621107 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .683 .050 3/8" GLAZING BEAD 6063 -T5 4.675 1070 TECHNOLOGY ORME AOKOMIS, a 34276 P.O. BOX 1520 NOKOWS. FL 34274 SL SILL 6063 -T6 �-.-I •-.525 .050 .683 DOOR PANEL EXTERIOR ASTRAGAL 6083 -T5 7/16" GLAZING BEAD 6063 -T5 4.586 lac 5.212 3.000 -1.578 .890 r rc .050 3.000 SL JAMB 6063 -T6 830 2. 980 .050 SL JAMB ADAPTER 6063 -T6 DOOR FRAME, JAMB 6063 -T6 EXTRUSION PROFILES _ ALUM. FRENCH DOOR & SIDE LITES, IMPACT a r.Itame t�urre Nest r es•dnes - Awe V"a* Bamr FD101 1 1/2X I 7 d 10 11005 - 1 B 4 .050 1.620 .250 -- 4 1 STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 Approved as complying with the Florida Bolding Code Date OCT / & 1077 NOA# n? -e4 7 9. /es Miami Dade Product Control Div' By (4r,l L. C.Imofh. /I ) q t ./ R L perk, P.E. PE #39712 Structural 0.375 .125 } JAMB ZONE "B" K • Pi- / / — ... \\ / / Pt Pt ) .. s, •' • } JAMB ZONE - 4 TT •• •• • • • - • • • • • •• • • • • • • • •.. •• • • • • ••. • • • • • • • • • • • • • • • .. • • ••• • • • • ••• • • •• • • • • • • • • • • ••• • . • • • • • ••. •.• •• • • • • - • • • I - ZONE • " I / 1___ SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD ZONE t ZONE 1 Z E E f / OXO �- ZONE -4-- ZONE F„ SILL ---1- ZONE -t E SEE TABLE 7., SHT. 9 E ZONED HEAD "ZONE "D " / U I ZONE t ZONE "_ SEE TABLE 4., SHT. 9 / <XXO OR / / v r- SILL II SILL ZONE "D" ZONE "F "�Z E NE - SEE TABLE 7., SHT. 9 IZ NE E" I I ZONE "D" ZONE E "I w 0 • z 0 m • S: • • .r ---- PROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS "2AJ C1-IOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. •444 & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. P TeRMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. • < XOOR \\ OX I ZONE "E "--- - t ZONE "D" 4 ZONE "E " SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD ZONED ZONE ��HEAD� HEAD 1 ZONE F'�ZO E ��ZOAD1 p p p ZONE ZONE p p ZONE E E" E IL S SILL f- ZONE -f-- ZON ZONE "F'",ZO E - } E SEE TABLE 7., SHT. 9 E ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • Approved vd as co+n;r` i,is with the Florida Striding CoJe Date ate. r MOAN Miami Dade Product vitro, Raved lir Vibe dew DAN ROVileat B ibrktztx A =An 11): ORO Chimpee7e oar F.K 2/22/07 J..l, 6/21M7 I NO ON4NOE > CHANGE XI7ORU A?O RZOAEFROMC'TO AOD ANCHOR 1WES 1070 TECHNOLOGY DRIVE NOKGMfl&. FL 34275 P.Q BOX 1529 NOKGM1IS, FL 34274 BG� ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better I NTS 8 d 10 a•a.v1 11008 -1 l afte B l� L Clark, P.E. PE #39712 - Structural JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "B" JAMB ZONE "B" JAMB ZONE “ B m JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "B" •• .• • • • • • • ••• • • • • • • • • • • • • • • • • • • • .• • • •• • ••• • • • • • • • • • • • • • • ••• • • ••• . • • •• • • ••• • • • TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 Jim d Oman X *1807 1 •',1407 aft 2/22/07 A, B,C.D 2,3, WOOD 11,2, CONC LOAD ZONES ti • • r 1% .-: U U. ; jma eta m a a � 1 w 6 W = Z W WIDTH x HT. I x x x? x x x 25.50 x 79.75 5 2 7 4 2 3 83.75 5 2 7 4 2 3 87.75 5 2 7 4 2 3 91.75 5 2 7 4 2 3 95.75 6 2 7 4 2 3 27.50 x 79.75 5 2 7 4 2 3 83.75 5 2 7 4 2 3 87.75 5 2 7 4 2 3 91.75 6 2 7 4 2 5 95.75 6 2 7 4 2 5 29.50 x 79.75 5 2 8, 4 2 3 83.75 5 2 8 4 2 3 87.75 6 2 8 42 5 91.75 6 2 8 4 2 5 95.75 6 2 8 4 2 5 31.50 x 79.75 5 2 8 4 2 3 83.75 6 2 8 4 2 5 87.75 6 2 8 4 2 5 91.75 6 2 8 4 2 5 95.75 7 2 10 4 2 5 33.50 x 79.75 6 3 8 4 3 3 83.75 6 3 8 4 3 5 87.75 6 3 8 4 3 5 91.75 7 3 10 4 3 5 95.75 7 3 10 4 3 5 35.50 x 79.75 6 3 8 4 3 5 83.75 6 3 8 4 3 5 87.75 6. 3 8 4 3 5 91.75 7 3 10 4 3 5 • • • • • 0.75'7 3 10 4 3 5 r ••• •U8O1 x 79.75 6 3 8 4 3 5 • 83.75 6 3 8 4 3 5 • • • ••• • 87.75 7 3 10 4 3 5 • • . 7 3 10 4 3 5 • • • • • • • • • • • 96 + 7+5 7 3 10 4 3 L 5 Read er: • Deft wMOker wrirtonr S livatkewr A tan.a d NO CHANGE TilS ET.. TABLE4.XXDOORS (ALSO X DOOR OF XO & OX) BASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE DOOR WIDTHS ,0C' - 47.75 TO 71.75 WIDTH x HT. 47.75 x 79.75 83.75 5 87.75 5 91.75 5 95.75 5 51.75 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 6 55.75 x 79.75 5 83.75 5 87.75 5 91.75 95.75 6 59.76 x 79.75 5 83.75 5 87.75 6 91.75 6 0) x 4 6 95.756 63.75 x 79.75 5 83.75 6 87.75 6 91.75 6 95.75 7 67.75 x 79.75 6 83.75 87.75 91.75 7 95.75 7 71.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 6 6 2,3, WOOD 11,2, CONC LOAD ZONES W W 0) t» 113 c 0 )< S O I W xx = � = W 4 7 4 2 3 4 7 4 2 3 7 4 2 4 7 4 3 4 7 4 2 3 7 4 2 7 4 2 7 4 3 4 8 4 5 8 4 2 3 5 8 4 2 3 5 5 5 5 5 5 5 5 6 6 3 6 4 2 3 4 7 4 2 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 4 8 4 8 4 8 8 8 8 10 8 8 8 10 10 8 7 4 4 4 4 4 4 4 4 4 4 4 4 4 9 4 9 4 10 4 10 4 2 3 5 3 5 3 5 3 5 3 5 2 3 3 5 ADO •ALSO USE W/ TABLES 70 TABLE 4., 7r CHANGE TAKE d. HEAD ZONE •C• 10 V AND COLUMN MN ADD Ur TO ANCHOR TYPE 9. OWE I TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O" - 10.75 TO 36.75 3 WIDTH x HT. 10.75 x 79.75 4 1 83.75 4 1 87.75 4 1 91.75 4 1 95.75 4 1 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 21.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 5 2 95.75 5 2 27.75 x 79.75 5 2 83.75 5 2 87.75 5 2 91.75 6 2 95.756_, 2 36.13 x 79.75 6 3 83.75 6 3 87.75 7 3 91.75 7 3 95.75 7 3 36.75 x 79.75 6 3 83.75 6 3 87.75 7 3 91.75 7 3 95.75 7_ 3 1070 TECHNOLOGY DANE NOMC01113, FL 94275 NOKOMS, FL 34274 A , B, C, D 2,3, WOOD[1,2, CONC LOAD ZONES m a O 4 4 4 4 4 4 TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR W®THS "X' - 25.50 TO 37.50 SIDE LRE WIDTH x HT. 68 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00x79.754 3 83.75 4 3 87.75 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 edr: VWbly Better A, 8, C, D 2,3, WOOD 11,2, CONC LOAD ZONES m 0 z Vi 03 0 88 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 a 5 a t 0 m 0 S CC 2 u. z Q 0 6 x W W 0) 0 z 4 ev CO s- I z 0 z a m Lu m TABLE 7.OXO, XXO, OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS - 25.50 TO 37.50 '70C' - 47.75 TO 71.75 S®E LITE WIDTH x HT. 10.75 x 79.75 4 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 _ 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 2,3, WOOD j 1,2. CONC m co O w O 2 A, 6, C, D LOAD ZONES 0 DC 0 0 J m 0 a a 0 W O X 0 of 0 rh m 0 W a 3 0 5 a 0 ANCHOR QUANTITY LOAD ZONE TABLES kekalikdd Sag abut graddNa Mot � N A 9 d 10 1 11005.1 O 2 4 2 4 2 4 2 4.2 4 2 4 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2° 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 ALUM. FRENCH DOOR & SIDE LITES, IMPACT • 6 x APPROVED ANCHOR TYPES: 1.114" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida Buidin4 Code Date 6G.7' it/ 2007 140 A 0 -4:2.2124.62 Miami Dade Product Control Divis t cr4.1 1. X1,5 t.4 .� • v/ ( 21 L CIarlc, P.E. E 1139712 Structural 2X WOOD • BUCK, NOTE 2 • • • • • •• • • • •• ••• • • • • • • • • •• • • • •• ••• •• ••• • • • • • •• • • • • •• •• • • ••• • • • • • • • • • • • • • •• •• • •• • • • • e • ••• • • • • • • Ro•ebr 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 OOR HEAD (WOOD) 1 3/8" -4 1 " MAX. SHIM MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) Dar oaf iw&V7 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 3/8" MIN. L 1 3/4" I MIN E.D. I 4' CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE2 1 3/4" MIN E.D. I DOOR HEAD (CONC) 1/4" MAX. SHIM — z - '.. 13/4" 1 3/8" TYPE 1 13/4 " 'TYPE 2 1/4" SHIM CONC. ANCHOR, NOTE 1 ,� •�I WIC l •�nnl nurun!uu► ^1 �I�1••�II Ill 1 1111 liltlf111l ► . • • •. 1 3/4" MIN. E.D. te • 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. OOR JAMB (WOOD) DOOR JAMB (CONC) MIN. E.D. CONC. ANCHOR, NOTE 1 NOTE 3 �1 /4" MAX. 1 3/8" TYPE 1 4 • ,. r• ' •; .:: 1 3/4" TYPE 2 • 1 1 IN 3/4 . E." D. 1 3.4 KSI MIN. CONC. f DOOR SILL (CONC) tlro lerrnr B NO CHANGE MS SHEET. A.rrar SPEC TYPE 1 s 2ETBf� ON CONC. DETAIL& S TYPE 241 3ON IMOD A DETAL& /WO ANCHOR fl TONG E 1. crisise oft &21,D7 I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1070 TECHNOLOGY NO'COMfS, R 34278 P.Q BOX 1529 NOKOMIS FL 34274 2X WOOD BUCK, NOTE 2 EXT. 2X WOOD BUCK, NOTE 2 —1 SIDE LITE SILL (WOOD) Visibly Better WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 13/8" MIN. CONC. ANCHOR, NOTE 1 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM 13/8" MIN. 3.4 KSI MIN. CONC. 1 3/8" MIN. MAX. M 1114" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 19.11111.. E 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, ' r • •: s I-••• 13/4 MIN. E.D. IF 13/4" • N OTE 1 -, -1, 3/8" TYPE 1 1 3/4" TYPE 2 SIDE LITE SILL (CONC) 1/4" MAX. SHIM ANCHORAGE DETAILS nur ALUM. FRENCH DOOR & SIDE L1TES, IMPACT a•Iitdr•ost FD101 I d 10 I °� 11005-1 I B I •1 3/4" MIN. E.D. CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM 1 3/8" TYPE 1 1 3/4" TYPE 2 t SIDE LITE HEAD (CONC) --� 11/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 13/4" 1 3/4" TYPE 2 (CONC) MIN. E.D. 1.5 KSI MIN. CMU OR • ' f 3.4 KSI MIN. CONC. • • • 1 314" MIN. E.D. Apprurcd as cu-opE - ::1; Nick fl e Florida Bunting Codc D ate Q GT / dr'e NOAH o7 —o6Zg. 4i Miami Dade Product Contro! B �astG,I I. CL 461...14. ` l I / / L i G? R obeCie PE *39712 Sbueal 1 3/8" MIN. EXT. D 1/4 WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI - DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE 01,2 SCREWS, G5 (TYPE 3) OR ELCO 1/4' SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2.1(11pQD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS ZiePleaTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE "AOTTPORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) • • M TptiLLy SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS • •W 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • • • • 0 • - • ' • ■ • • •• • • • • • • • • • • er• • • •• ••• ttio • •• • •• • ••■■ • ••• ••• • • • • • • • . • • • • • • •- • • • ; • .1. • fo • At-. .11.• qt. •„, • or • 0,4 •i• •• • • El A-rax)r 8'06 Kt at( Ls • • : • . • • • 032-(9 "61