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WS-12-941Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175359 Permit Number: WS -5 -12 -941 Scheduled Inspection Date: July 11, 2012 Inspector: Bruhn, Norman Owner: ESCALONA, CRISTINA CRUZ Job Address: 10616 NW 2 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: BRUNO CONTRUCTIUON CORP Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360020060 Phone: (305)766 -8984 Building Department Comments WINDOW REPLACEMENT 21 OPENINGS PasseG ��%� 7—/cAtd_l Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 174034. Sill anchors missing in casement windows. NB Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 10, 2012 For Inspections please call: (305)762 -4949 Page 29 of 39 04/28/2012 06:59 3057540341 FOSTER2 : Miami Shores Village Building Departmeft 40050 N.E.2nci Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 750.8972 INSPECTION'S PHONE NUMBER: (3115) 762.4949 ~` Permit No. 1f� BULL JNG 'ATIQ�1aste�•Permit No. PERMIT APPLICATION 20 Permit Type: BUILDING. ROOFING OWNER: Name (Fee Simple Titieholde : Address! State_ City' � Phone##: Tcnsnt/Lc3 Name: Email: N/fr 60e f) „Miami Dad_ zip; 3 PAGE 01 VS-5-33 60©/ d G7e Et: 9 /6^- s'a6 312,0 JOB ADDRESS: City: Mia Folio/Parcel #: Is the Building Historically Designated: Yes Shores CONTRACTOR: Company Name: Address: S . City: State: Qualifier Name: State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: NO ood Zone: f l-Pee .l%mo Zip: Email Address: Phonc#: Certificate of Competency #: Phone#: �crtatc of Work: Value of Work for this Permit: $ 2 Square/Linear Footage Q);tepair'` <eplace ratinrl Type of Work: QAddi41011 � � DA1te Description of Work: rieLO Cliaemolition ****** golf * * ** * * * * » * * * * * * * * * *R * * * * * Fees* *** * **** ** * * * * *** * * ** ** ** * * * * ***** ** * ** OCs1 CCF $ CO/CC $ DBPR $ Bond $ Technology rce $ Submittal Fee $ 50 00 Permit Fee $ Fee $ ! 3 Radon Fee $ _ Scanning Notary $ Tralning/Edueation Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ c2 04/28/2012 06:59 3057540341 FOSTER2 : Bonding Company's Name (if applicable) Rending Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State yfr Zip PAGE 02 Zip has Application is hereby made to obtain a permit permit and that allkwo work willllbe performed to indicated. meet thestandards of allrlaws regulating commenced prior to the issuance nd of a perm permit must be secured for ELECTRICAL WORK, PLUMB1Nti, S1GNS. construction in this jurisdiction. I understand that a separate WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC - OWNER'S AI1'J 11)AVIT: III certify that all the foregoing information is accurate and that all work will be done in compliance with all "WARNING TOI OWNER: YOUR FAILURE TO RECORD AT OTICEFOR MMENCEMEN, T MAY RESULT IN YOUR PAYING CO �' YOU INTEND TO OBTAIN IMPROVEMENTS TO YOUR PROPERTY. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOi..TR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of u��'1���permit ��icliructrnnt lien Indw brochure c'F►+stit�he delivered applicant o hpr;rsort promise. in good fault that a ttac� of nt. notice f WIZOJC property is subject try attachment. Also, a certified copy of the recorded nonce of commencement mMst be !wood at tl3e job the for the .first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. the inspection will not be approved and a reincpection fee will be charged. applicable laws regulating c nstrucdon and zoning. Signatur kAsiar- Owner or Agent The foregoing instrument was acknowledged before me this day of t \A i 20 12, by C32 11 Pc CR who is personally known to me or who has p.rothhced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Com ROBERT B. GRIFFITH rz MY COMMISSION EXPIRES fires: December7,2014 Signature The fore of day of r Contractor nstrumcnt was ac 20 Q, by who is personal( ged before me i AC Ino f2L own to me or who has produced as id 'd e an oath. NOTARY PTJBL Sign: Print: /lEi;aai MAW/ DE ARMAS,SOUS MY COMMISSION # DD 950325 PIRES: February 7, 2014 rider] Thru Notary Public Underwriters 411/00104,_ AAA My Commission Expires: * ** *** ************** * #*** ** - *** **.k **** * **** ** *t*+h*** ** **dR**** * * **N *** ***** APPKOVEll BY (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review *,l1 * ** * *** * **** * ** * *°F * **** * * ** * Zoning Clerk DOLL m \TT COVER PAGE For those documents not providing the required space on 'the first page, this cover page must be attached_ It must desjbe the document in sufficient detail .to prohibit its fransfm-ence to another document An addhi opal recording fee for h c page mast be rem_ited. 1111111 11111 1111111111 11111 11111 11111 11111111 CFN 2012RO382 49 OR Bk 28130 P s 1363 - 1364; (2pss) RECORDED 05/31/2012 10:57 :00 HARVEY RUVIN, CLERK OF COURT MIA iI -DADE COUNTY, FLORIDA j� (Space above this rese i-ved for recording office ese) Docum ent Title: `'` P �� (Mortgage, Deed, Construction Lien, Etc.) FTectrtin.g Party: Legal Description.: (If Applicable) As more fully described in above described document. Return Doctiment To /Prepared By: F.S. 695.26 Requirements for recording instrtzrnents affecting real property— (Relevant excerpts of stetute) (1) No insu ument by which the title to real property or any interest therein is conveyed, assigned, encumbered, or otherwise disposed of shall be recorded by the Berk of the circuit court unless: (e) A 3 -inch by 3 -inch space at the top right -hand corner on the first page and a 1 -inch by 3 -inch space at the top right -hand comer on each subsequent page are reserved for use by the Berk of the court... CLFVCT 155 Rev. 04111 13 K 22,130 PG 1364 NOTICE OF COMMENCEME.[+ Notice of Commencement must ba filed if the job valuation of $ 2,500.00 and /or more in labor and material. Maass file et 22 NW 11.1 Street, 1st Floor, Miami, Florid2 (305) 275-1 itA ¶ax Folio Number: - County of Clod° Permit Number: *taw of Florida The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chatter 713, Florida Statute, the following information is provided in this. Notice of Comm fl ement. Legal description of property and street address: Description of improvement: Owner(s) Hartle and address; Interest in property: Name and address of fee simple titleholder. Contractors name and address: Surety: (Payment bond required by owner from Name and address: contractor � �OF FLORIDA, COUNTY OF DARE 'CERTIFY that this r corn' ':a3 ' rt otfico on i f Amount of Bond: ly Lender's name and address: WITHES8 r' HARV 'lf: By T a c. ' County Courts .1! G.C. Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(x)7., Florida Std se f) Z) 7 l_: r, fs / , iI4 L.l[ a /a 56 Name and address: In addition to himselflherself, Owner designates the following pennit(s) to receive a copy of a Ltenofs Notice as pre ded n Section 713.13(1)(b), Florida Statute: Name and address: A E.xplration date of Notice of Commence different date is specified) (the expirations data ne (1) year �m the date of recording unless a (Signature of Owner) Print Owner's Name:, .J/S T /,t C� '&? 6 raparsd by: Sworn to and subscribed before me this 141- Address: day of g•r)- p?{ .201 . f verso nails y Known, or ,/ Produced identification i/ Oath taken Oath not taken Notary Public: Print Notary's Nam Commission Expires [P JCD ARCHITECT INC -2.41e 7 1385 CORN:WAY SU # 407 MIAMI, FL 33145 gq€ % A.A. #26001580 TEL (305)285-4343 FAX 1 (305)285-4330 WIND LOAD CALCULATIONS PROJECT: CRISTINA CRUZ ESCALONA 10616 NW 2ND AVENUE MIAMI SHORES, FL TABLE OF CONTENTS SUBJECT 1. WIND LOAD CALCULATIONS PAGE 1 - 2 J AR Date: MAY 2 2 2012 FULL ARCI-IITECTLIRAL SERVICES ea RE5IEXNTIAL es COMMERCIAL cso CUSTOM SIGN c LEED CERTIFICATION JUANCDAVID@JCDARCIITECT.COM ASCE 7 -10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: CRISTINA CRUZ ESCALONA Analysis by: EP. Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or IV, Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Building 175 Imph II C 1 IHz 3.0 1:12 14.0 Deg Gabled 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) 0.85 10.20 Ift 13.40 Ift 12.00 Ift 44.11 Ift 52.40 Ift Type of Structure Height/Least Horizontal Dim Flexible Structure 027 No Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Importance Factor 1 I Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At= 0.105 Bt= 1.000 Bm = 0.650 Cc = 0200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Zm Zmin 15.00 ft Izm Cc * (33/4"0.167 Lzm I*(zm/33) ^Epsilon Q ( 1/( 1+ 0. 63 *((Min(B,L) +Ht)/Lzm)^0.63))A0.5 0.2281 427.06 0.9224 ft Gusi2 0. 925 *((1 +1.7*Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) Since this is not a flexible structure the lessor of Gust1 or Gust2 are use 0.85 Fiq 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 ASCE 7 -10 Wind Loads on Buildings (Directional Procedure) per ASCE 7 -10 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.411 ==> 1 4.41 ft a a as Gabled Roof 7 <Theta < =45 -- + -2 -1-- 2 j. 1 2 L__J Ip� FACTORED 1J ALLOWABLE Component Area (ftA2) Zone GCp Wind Press (Ib/ft^2) Wind Press (Ib/ft" 2) Max Mm Max Min Max Min 10 or Tess 10.00 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 10 or less 10.00 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 ote: * Enter Zone 1 through 5, or 1H through 3H for overhangs. BUILDING CODE COMPLIANCE OFFIC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANC Lawson Industries, Inc.. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 DPW- 4200/ 6200" Aluminum Fixed Window — -L.M.I. APPROVAL DOCUMENT: Drawing No. W02 -55, titl€d "PW- 442Q0/6200 Alum. Fixed Window (Impact)", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, 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. 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 06-0117.02 and, consists of this page 1 and evidence pages E-1, E -2, E -3 and E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.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 www .miamidade.aov/buildinacode.com NOA No 074516.02 Expiration Date: August 22, 2012 Approval Date: August 02,2007 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774A, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted wider NOA# 06- 011702" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic WintPressureloading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1777, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03- 1778,_ dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 5. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixedwindow, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1098, dated 2/11/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" Jaime D. Gascon, P. Chief, Product Control Division NOA No 07-0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1103, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted wider NOA# 06- 0117.02" 7. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1102, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1215, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 9. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with ma€knd -up drawings and installation diagram rift fixed - window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1158, dated 4/8/02, signed and sealed by Hector Medina, P.E. " Submitted under NOA# 06-0117.02" 10. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1099, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 11. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loadingper-FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with niarked -up drawings_and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1193, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 12. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1216, dated 4/9/02, signed and sealed by Hector Medina, P.E. "Submitted ender NOA# 06-0117.02" 13. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI- 01- 1103B, dated 2/18/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1195, dated 11/15/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 15. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01- 1104, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted nderNOA# 06- 0117.02" 16. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation (Fragrant of a fixed window, prepared by Hurricane. Engineering & Testing, Inc., Test Report No. HETI -01 -1196, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 17. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1136, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted wider NOA# 06.0117.02" C. CALCULATIONS 1. Revised Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11/11/05, signed and sealed by Humayoun Farooq, P.E Complies with ASTM E 1300 -98 and 02 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 6/17/02, signed and sealed by Humayoun Farooq, P.E. "Submitted wader NOA# 06-0117.02" E -3 Jaime D Gaseon, Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Lawson Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.01 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 14, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated May 11, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None E -4 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 6' MAX. FROM ENDS W. WIDTH 12' DIAL HEAD/SILL FALSE *»(TINS SURFACE APPLIED OPTEMAL II II 11 11 a II II II 11 11 11 1� 11 11 11 11 11 I I II 11 —....41...== =1C = == Flt== .r.._ ___ it /�, /i II 11 II �jfr� • �� 0 11 H 11 H 11 0_11 11 1. 1 *r - -_— n u a =1' 11 II 11 70 13/16' D.L OPG. 74' WINDOW WITH ]YPICAL ELEVATION TESTED UNR FRAME HEAD/SILL FRAME JAMB THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDIDON INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. SHALL BE AS LISTED, SPACED AS SHORN ON DEEMS, ANCHORS 10 FOSE 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 DURAI1ON INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL I CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. a B iihl6oFlards Acwinaftee.. No O8. 12 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SAAR CAN BE VERIFIED BY INS PICTURE WINDOW SHAPE WITHIN S0UARE OR RECTANGLE AS SHOWN I DOTTED LIES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. drawing W02 -55 (sheet ] of 6 ) s 1/8- ANNF.ALED MASS .018' ADHESIVE BY S.I.G. .070" POLYCARBO ATE SAF —OURS .015" ADHESIVE BY SIG. 1/8' ANNEALED GLASS SUCONE SCHNEE —MEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/18" ANNEALED GLASS .090 PVB 1*TERLAYER SOLUTIA SAFLEX/KEEPSAFE 3/18" ANNEALED GLASS SILICONE SCHNEE—MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 MASS TYPE 'A' ¢/16" OVERALL SILICONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/18" HEAT 5111. GLASS .018" ADHESIVE BY &.G. .070" POL.YCARBONATE SAAF —OAS .015" ADHESIVE BY S.LO. 3/16' HEAT SIR. LASS SILICONE SCHNEE— MOREHEAO SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 6" 7/18" OVERALL 1/8" HEAT 5TR. GLASS .018" ADHESIVE BY S.LG. .070" POLYCAREONATE SAN -0165 .018" ADHESIVE BY &J.0. 1/8" HEAT SIR GLASS 1 /8" HFAT SRN. MASS .090 PVB IIERULYER SCL.UM SA LER /NEEPSAFE 3/18" HEAT SIR. GLASS SILICONE SCHNEE—MOREHEAD 5M 5731 SILICONE DOW CORNING 899 DOW CORN SM 5731 1183100 SPECTRUM 2 ING 899 TREMCO SPECTRUM 2 GLASS TYPE '0' 5/18" OVERALL GLASS TYPE 'D' X82" OVERALL SILICONE SIUCONE SWORE SCHNEE— MOREHEAD 5731 SCHNEE -MDR HE*D 8731 SCHNEE MOREHEAD 8731 DOW CORNING 899 DOW CORNING 899 DUN CORNING 899 • TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREICO SPECTRUM 2 3/18" HEAT SIR. GLASS .090 PiASOC INWER1AYER DUPONT SENTRY GLASS PLUS 3/18" HEAT 5TR. MUSS 3/18" ANN. MASS .090' INTERLAYER DUPONT 8UTAf21E PVB 3/16" HEAT SIR. GIAS2 .090" INTERIAYiR DUPONT BUTACITE PVB 3/18' ANN. GLASS 3/18" HEAT SIR MASS SILICONE DOW 00019 899 21 5731 TREMCO SPECTRUM 2 GLAZING STOP 0 CIRCULAR WOWS SCHNEE—MOREHEAD SM 5731 SM 8731 SCF98E— MOREHEA6 OA 5731 SIUCONE DOW CORNING 899 DOW DM MOREHEAD SM 5731 SPECTRUM 2 TREMCD CORNING 1 2 �1 899 2 DOW CORNING 899 TRENCO SPECTRUM 2 GLASS TYPE 11' 716" OVERALL GLASS TYPE 'E2' 3118" OVERALL GLASS TYPE 'F' 7/16" OVERALL GLAZSNG OPTIONS LARGE MISSILE IMPACT RESSTAN1 MASS, SHUTTERS ARE NOT REQUIRED SEE SHEETS 3 & 4 FOR CAPACITIES GLASS TYPE '0' 7/18" OVERALL, I PRODUCT RFdNEWBD' cmtpt withthc Florida BdWtog �� t -1 Deer %!T'tyJJ/ • (sheet 2 of.. . DESIGN LOAD CAPACITY - PSF WINDOW 01619. GI683 TYPE 'A' GLASS TYPE '8' GLASS TYPE 'P' GLASS TYPE 'C' CUSS TYPE 'DWG' MASS TYPE 'E1' &'82' MOTH LENGTH VI. (4) Mt ( -) CO. ( +) 1NT. (-) EXL (+) 1147. ( -) E1R. ( +) WE (-) EXL ( +) 11O. ( -) EXI. ( +) 1NT. (-) 19 -1/8" 26 -1/2' 37' 48' 53-1/6 26' 65.0 65.0 88.0 88.0 69.0 689 75.0 75.0 83.0 85.0 70.0 78.0 65.0 88.0 68.0 68.0 68.0 68.0 75.0 75.0 85.0 86.0 78.0 78.0 65.0 65.0 88.0 88.0 68.0 68.0 75.0 75.0 85.0 65.0 78.0 760 85.0 65.0 68.0 68.0 68.0 669 75.0 75.0 85.0 65.0 78.0 78.0 85.0 65.0 68.0 68.0 68.0 68.0 75.0 75.0 6.0 85.0 750 78.0 19 -1/8' 26 -1/2" 37' 46" 53-1/8 38 -3/8" 65.0 85.0 88.0 6110 88.0 88.0 75A 75.0 85.0 63.0 78.0 78.0 85.0 65.0 68.0 8.0 68.0 68.0 75.0 75.0 85.0 85.0 78.0 78.0 81.9 61.9 660 68.0 68.2 68.2 759 75.0 65.0 65.0 78.0 78.0 58.7 58.7 660 68.0 63.8 83.8 75.0 75.0 88.0 65.0 78.0 ' 78.0 6 X X X 63.8 639 78.0 75.0 65.0 85.0 78.0 780 19 -1/8' 26-1/2 37' 48" 53-1/8 50-5/8" 65.0 65.0 68.0 68.0 68.0 68.0 78.0 75.0 65.0 85.0 78.0 78.0 65.0 65.0 880 88.0 68.0 88.0 75.0 75.0 65.0 65.0 78.0 78.0 48.1 48.1 68.0 680 66.2 68.2 73.0 75.0 85.0 85.0 78.0 78.0 X X X X 81.0 81.0 68.0 85.9 65.0 65.0 78.0 78.0 X X X • X X X 64.4 64.4 95.0 65.0 78.0 78.0 19 -1/8' 26-1/2" 3Y 48' 53-1/8 56" 85.0 65.0 88.0 88.0 88.0 68.0 73.0 78.0 85.0 65.0 760 78.0 61.3 61.3 68.0 660 88.0 68.0 75.0 75.0 65.0 85.0 760 78.0 X X X X 682 86.2 75.0 75.0 85.0 65.0 78.0 78.0 X X X X X X X X 65.0 65.0 78.0 78.0 X X X X X X X X 65.0 65.0 78.0 78.0 18-1/2 28 -1/2' 3Y 48' 53-1/8 83' 65.0 65.0 68.0 88.0 88.0 880 75.0 75.0 86A 65.0 78.0 78.0 803 60.3 88.0 88.0 68.0 60.0 780 780 85.0 85.0 78.0 78.0 X X X X 682 882 75.0 75.0 88.0 6.5.0 78.0 780 X X X X X X X X 65.0 65.0 78.0 78.0 X X X X X X X X 65.0 65.0 78.0. 78.0 19 -1/8' 26 -1/2" 37' 48' 53-1/8 74" 65.0 65.0 68.0 88.0 68.0 68.0 75.0 75.0 65.0 85.0 78.0 78.0 X X X X 88.0 860 75.0 75.0 86.0. 680 78.0 780 X X X X X X 62.8 829 860 659 78.0 78.0 X X X X X X X X 65.0 85.0 75.8 759 X X X X X X X X 65.0 85.0 72.0 72.0 19 -1/8" 28 -1/2' 37' 48' 53 -1/8 74 -1/4' 65.0 65.0 68.0 8.0 68.0 88.0 75.0 75.0 85.0 65.0 78.0 78.0 X X X X 860 68.0 75.0 75.0 65.0 89.0 78.0 78.0 X X X X X X X X 65.0 08.0 78.0 780 X X X X X X X - X 85.0 860 73.2 78.2 X X X X X X X X 85.0 65.0 71.6 71.8 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: ASTM E1300 -88 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) L 6 IEEE WIDTH AND LEN6TN ONENSIONS CAN 8E 061018ED MIMIC-ALLY OR IOPo20N9LLLY A5 SHOWN ABOVE Ewan TURES OR. A s FA800Q STRUC FE 3838 PRODUCT RENEWED as emptying g ak60a Florida No O% i_l.. 02 ay Rand Comoro( (sheet 3of 8 DESIGN LOAD CAPACITY - PST WINDOW DIMS. GLASS TYPE A' MASS TYPE 'W GLASS TYPE 'F' MASS TYPE 'C' OLA8 TYPE D' &'0')OLA8S TYPE '81'rn WIDTH LF74OTH DR. ( +) 1NT. ( -) EXT. ( +) INT. ( -) EXT (4) inn: ( -) EXT. ( +) 1147. ( -) OR. ( +) 1NT. ( -) OCT. ( +) INT. ( -) 24' 30' 36' 42' 48' 54' 60' 36' 65.0 85.0 68.0 88.0 88.0 88.0 780 78.0 85.0 65.0 78.0 78.0 85.0 65.0 890 680 880 88.0 75.0 750 850 65.0 78.0 780 68.0 65.0 88.0 98.0 88.0 680 75.0 75.0 85.0 65.0 78.0 78.0 57.9 57.9 68.0 68.0 98.0 88.0 750 75.0 55.0 680 76.0 78.0 51.4 51.4 88.0 88.0 86.0 88.0 75.0 75.0 85.0 65.0 78.0 78A X X 88.0 880 68.0 88.0 - 75.0 75.0 65.0 85.0 78.0 760 X X 89.0. 680 98.0 88.0 75.0 750 65.0 85.0 78.0 78.0 24' 30' 36' 42' 48' 54' 60' 48" 65.0 55.0 88.0 880 88.0 88.0 75.0 75.0 85.0 85.0 78.0 78.0 619 61.8 88.0 88.0 58.0 86.0 75.0 75.0 65.0 65.0 78.0 78.0 51.4 51.4 68A 6.0 88.0 68.0 75.0 75.0 85.0 85.0 78.0 75A X X 84.7 84.7 88.3 58.3 780 75.0 88.0 85.0 78.0 78.0 x x 586 86.8 81.0 51.0 080 690 85.0 85.0 78.0 78.0 X X 588 58.9 51.0 51.0 88.0 68.0 85.0 65.0 78.0 78.0 x x x x x x x X 65.0 65.0 780 78.0 24' 30' 30' 42" 48' 54' 80' 80' 65.0 88.0 8.0 6.0 86.0 98.0 75.0 75.0 850 650 78.0 78.0 49.9 49.9 86.0 88.0 88.0 M.0 78.0 75.0 65.0 65.0 78.0 78.0 X X 68.0 68.0 68.0 89.0 75.0 75.0 85.0 850 780 78.0 X x 84.7 64.7 58.3 58.3 75.0 75.0 85.0 65.0 78.0 78.0 X X X X X x X X 65.0 85.0 78.0 760 X X X X X X X X 05.0 65.0 78.0 78.0 X x X X X X X x 65.0 65.0 730 78.0 24' 30' 30' 42' 48" 54' 90" 72' 650 65.0 6.0 88.0 68.0 080 78.0 730 650 650 730 78.0 X X 68.0 88.0 88.0 680 78.0 75.0 65.0 65.0 78.0 78.0 X X 85.5 65.5 88.0 68.0 86.9 669 85.0 85.0 78.0 78.0 X X X X X x X X 65.0 65.0 780 78.0 X X X X X X X x 65.0 85.0 78.0 78.0 X X X X X X X X 65.0 65.0 74.7 74.7 x x x x x x x x OA 65.0 720 72.0 24' 30' 30• 42' 48" 54' 6O' 74' 65.0 86.0 68.0 88.0 888.0. 88.0 75.0 75.0 650 65.0 780 76A X X 88.0 68.0 68A 68.0 75.0 78.0 65.0 85.0 78.0 78.0 9. X 84.9 64.9 8.0 68.0 85.1 85.1 65.0 65.0 78.0 78.0 X X X x X X x X 65.0 65.0 70.0 780 x X X X X X X X 65.0 85.0 75.8 75.6 X X X X X X x X 65.0 85.0 713 71.5 X X X X X X X X 850 85.00 68.7 68.7 24' 30' 36' 42" 48' 84" X X 68.0 0.0 880 860 75.0 75.0 85.0 95.0 70.0 �8.0 X X 88.0 850 68.0 68.0 780 75.0 65.0 05.0 78.0 760 X X X X X X x x 080 85.0 75.0 780 x X X X X X x X 65.0 550 78.0 780 X X X X X X X X 65.0 85.0 733 733 24' 30'' 38' 42' X X 68A 88.0 68.0 68.0 75.0 75.0 65.0 8.0 78.0 76.0 X X X X X X X X 86.0 65.0 - 78.0 78.0 X X X X X X X X 05.0 65.0 780 780 X X X X X X X X 85.0 680 78.8 718.8• 24' 30' 36' 108' X X 88.0 68.0 66.0 68.0 75.0 75.0 66.0 65.0 78.0 78.0 X X X X X X X X 95.0 65.0 78.0 78.0 X X X X X X X X 85.0 65.0 74.7 74.7 24' 30' 38" X X X X X X X X 85.0 65.0 78.0 1*.0 120' X x X X X X X x 85.0 85.0 760 76.0 X X X X X X X X 85.0 65.0 74.1 74.1 NOTE: GLASS CAPACITIES ON TH(S SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) 8: ASTM E1300 -02 (3 SEC. GUSTS) 1. J 5. 1 BOB WIDTH AND LENG81 ONENSONS CAN 82 ORS VERTIDSLY OR HORQONEALLY AS SHOWN ABOVE. 4 aEh V � 1 1 1 drawing rto W02 -55 (sheet 4of 6 ) • ((S m OR ALUM. 18 M. IWO° STEEL : Fy a 38 KM SOL ALUMINUM : 8063 -15 MIN. WOOD BUCKS NOT BY LAWSON. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,1/4' TAPc0N5 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/V MN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. ,1/4' 0RIL1_F7 2X CR E0(W. jar nan I l60 craws INTO METAL STRUCTURES we MIN. THICKNESS) j10 x 3/4' SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) INTO CONCRETE AND MASONRY m 1 -1/4° MIN. INTO WOOD STRUCTURE m 1' MIN. INTO METAL STRUCTURE ® 1/2' MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SDI SEALED WITH WHITE/ALUMINUM COLORED SEALANT. /10 X 3/4" SMS USE WITH CHART FOR 1/4' ANCHORS loan OIL miaow T FAttl100 CAIN. 3876 2 PRODUCT RENEWED cw8dytogwih On FIat&Is Coda NoPli t. -• 0 O U a g agio 1 C 1 4i d1Gwiftg 110. W02 -55 (sheet 8of 8 115* PAM { QOANTTTT D1 Tl4N wan= NANP. /80PPL188/86:A� 1 L-4201 2 ` FRAME HEN/SILL 1083 -18 - 2 1-4201 2 FRNAE OM 8083 -18 - 3 L -7708 4 G1Aa*0 BEAD (3/8" OIASS) 8083 .48 - 4 1..7708 TRIMMED 4 CANS° ova (7/16 CLASS) 8083 -78 - 8 18 X 3/4' 2/ CORNER ASSEI®LY WRENS - P.H. PHILLIPS 8 1-4204 AS REOD. OLA2m BEAD AT CIICIRAR mos. 8083 -18 - 7 INS-.004 AS RE00. 0LAZ9 emu SOT PVC - ` 110 PH SMS PER STRO 1/8" AUN RNEIS FASTENED FROM OCROE TO OUTSIDE OF FRAMES ree oR SQUARE WINDOWS ttPJCAL CORNER cOHSTRUCTIQN &FICIIILEARR CORNERS Env: OfLs= FAR000 FLA. PE. tHassT drawing no. W02-55 shoat 8 of 8 ) • MWqn COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami- -Dade County PERA - Product Control Section 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 Section (In Miami Dade County) and/or the AH3 (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3200" Outswing Aluminum Casement Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. L3200 -0801, titled. "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 explration 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 NOA # 08- 1020.08 and consists of this page 1 and evidence pages E -1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 men /orat NOA No. 12- 0121.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED DRAWINGS 1. •Manufacturer's die drawings and sections. 2. Drawing No. L3200 -0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision A dated 01/20/12, prepared . by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS (All submitted under previous NOA #08402 0.08) 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a.series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI -08 2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI 08- 2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2)'Cyclic Wind Pressure Lbading per FBC, TAS 203 -94 along with marked-up drawings and1nntallation diagramof a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,.X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. BETI -08 -2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 - along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement. window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No.UETI- 08- 2102A, dated 07/10/08, sigdei and sealed by Candido F. Font, P.E. Product iner NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E -1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED B. TESTS (All submitted under previous NOA #08 1020.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casementwindow,.XX configuration, w /5/16" HS lami glass w /SGP Laminate by DuPont, Test Report No. HETI- 08- 2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 8. Test report on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No. HETI- 08- 2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5 /16" HS lami glass w/SOP laminate by DuPont, Test Report No HETI- 08- 2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 10. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w /SGP laminate by DuPont, Test Report No HETI- 08- 2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. II. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked:- up,drawinga and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w /5/16" atm. lami glass w/PVB laminate by Solutia, Test Report No. HETI -08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. Manuel ' e ' Product Control E �.� r Y �1 NOA No. 12-0127.21 Ea-Oration Date: March 04, 2014 Approval Date: March 29, 2012 E -2 Lawson Industries. Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (All submitted under previous NOA #08-1020.08) 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI- 08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 13. Test reports on: 1) Large Missile Impact Testper FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with mark. arked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI -08 -2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 14. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/7/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI - 08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w /5/16" HS lami glass w /SOP laminate by DuPont, Test Report No. HETI- 88- 2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI- 08- 2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -98. E -3 )it ettattff-2 • Mann P P.E. Product Control 0 iner NOA No. 12- 0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami: Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25 /11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 -0624.01 issued to E.L DuPont DeNemours & Ca, Inc. for their *DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interllayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated January -25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2.. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by 'Thomas' J. Sotos, P.E. (Submitted under previous NOA No. 08- 1024.08) G. OTHERS 1. Notice of stance No. 08- 1020.08, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.L, approve on 03/04109 and expiring on 03/04/14. • E -4 Manuel ` : Product Control E rrilr er NOA No. 12- 012121 Expiration Date: March .04, 2014 Approval Date: March 29, 2012 ANCHORS, W 3 AT FRAME HEAD (C) 3 AT FRANC SILL (D) 5 AT EA. FRAM JAMB Zr MEEK CLUSTER SEE DETAIL 44 AT 7 OF 0'R E SLL TYPICAL) EXT. L INT. FALSE COLONIAL MINTINS ARE V/ sa � Avi AVAOASLE AS OPTIONAL. General Notes; 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE - REQUIRE103NS R THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE AND ASTH 1300 -98. 11418 PRODUCT IS IMPACT RESISTANT AND OT REQUIRE SHUITERR. 23 0.C. OWt.1 I 37• FRAME WIDTH "X" ELEVATION (LIMITED TO LOADS ON SHEET 6 OP 7) VINDOV F WIDTH "XO" ELEVATION - (OX reversed) (L EM TO LOADS 011 SHEET 6 OF 7) Brooked fr. from eftd. 'p Ut Comm) WINDOW FRAME VIETH ")Q(" ELEVATION (LIMITED TO LOADS ON BIDET 8 OF 7) SERIES -3200 QINSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS • MEN THE CUE 121KEEN Mt ENDOW FRAME AND THE BUCK OR MASONRY IS WE TEN 1/8". SHIMS; ARE NOT REQUIRED. EQ &) IX or 2 X WOOD B001(B SHALL BE ]METALLED AND ANCHORED SO THAT ME BUILDING RE3137 ME SUPERIMPOSED WADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED By BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (0.0.) ANCHOR SPACINGS WILL VARY WEIR UNIT DDDENSION8, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BAffi8. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 8.) SHE SHEET 93 FOR BILL OF MATERIALS AND DETAILS. 8.) SSE MEET 96 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (8Y OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 92 FOR DETAIL & NOTES) IL) MATERIALS INCLUDING HUT NOT L1M 44'ED TO 57221. 8CREWS, THAT COME INTO CONTACT 200 FLORIDA BUILD SECTION 2003.8.4 AND/OR SECTION 2326.2 9.) EET. & ANT. FALSE 00180W. MCNTDIS ARE OPTIONAL & AND ARE *00212D W/ =CONE 10.) FRAME SA.1. ANCHOR CUPS TO DE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAM AND TO SE LOCATE) WITHIN A +/- t/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED Alf EI.1. TO RE THE SAME AS FRAME HEAD. 11.) SEE SHEET 9 4 OF 10 00R FIANCE PERIMETER CAULK/ INSIM4ATION PETARD 12.) ECM. & INT. FALSE COLONIAL MUN77N8 ARE OPTIONAL & AND ARE APPLIED W/ SILICONE OCHER$ NT01 : WOOD, OR V4' TEA or AAPPRROVEEDD CONC. FASTENERS 1070 CONC., WITH A 01NINUM OF 1 U4' PENETRATION INTO V00D OR CONC. (REFER TO LOAD TAE.ES 002 QUANTITIES REQUIRED) EXT. A' t I APPLIED v / AVAI LABLE AS p*100.. PRODUCE maw= It go Fledis Ao0N10 ExplteRoo Ode r.r<q'rfI✓, LA WAS' ON PH No:( 6111-3161 NANIPACIVAtl OP 4atRf' At0YaR01 LTI1001S AND MPS OWNS *IA IA" e►. FA °i�""' ( ' IA* 1010** * il***" AL4122.7 *MOOD 3720 00-Ot Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X XX. X0 or OX) ' "S A co a"�o- oOro8 -0t IAsY01° LSBDO -OROi l OP I 331'32. D1fer/LE STUCCO CB OTHERS) THERS) AU. P.T. WOOD BUCKS ENGINEERED SEPARATELY 6 TO 8E REVIEWED �'IBLDG. OFFICIAL CTYP i e b ) METAL LATH &STUCCO COY OTHERS) 1/4• MAX SHIM SPACE STUCCO — CB? "OTHERS) L WOOD BUCKS ENGINEERED SEPARATELY & TO HE REVIEWED BLDG. OFFICIAL CTYP) 2X WOOD BUCK ANCHORED TO CONC. TO 8E P.T. CTYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS 2X WOOD BUCK CTYP.) L I OD FRAMING ENGINEERED SEPARATELY 1 TO D REVIEWED BLDG. OFFICIAL CTYP.) EXTERIOR l' INTERIOR 114• MAX. 1 EXT. GRAD PERIM. CAULKING CTYP.) STUCCO — (BY OTHERS) 1./4• MAR. EXT. GRADE SHIN PERIM. CAULKING (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY DTHERS) 3/ • 1:33X DISTANCE 8 3/4• me M #= A. RgrRHO ro COM* w/ 3010 P10 • VIGRI THE OAP BETWEEN THE I MOOD' FRANS AND THE DUCK OR MASONRY D1 1&86 THAN 1/8•,. 8HBC8 ARE NOT RBQUIR85. ANCHORS NOTE; ANCHORS TO D 812 SMS OR VD. SCREWS INTO VOID. OR 1/4• TAPCONS ar. APPROVED CONC. FASTENERS INTO ME., WITH A MINIMUM OF 1 I/4• PENETRATION INTO WOOD DR CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Set•les: 3200 Outswing Impact Casement Window VERTICAL CROSS—BECOONS, DETAILS & NOTES OVERALL FRAME WIDTH STUCCO CBY OTHERS) PERIMETER CAULKING IIVFRAI1 VENT WIDTH 1'.t _.!L fawn- :;ni,oui'.muarrili r ■ 1/4' d' u TAPCON Ma 3 • ALL WOOD BUCKS ENGINEERED SEPARATELY & TO DE REVIEWED DT FILM. CWFICIAL CTYPJ P.T VOOD BUCK NOT DAY LAWSON IND. N1JET SUSTAIN IMPOSED LOADS sure SPACE STUCCO OTHERS> OVERALL FRAME WIDTH PERIMETER CAULKING OVERALL VENT WIDTH PERIMETER CAULKING EXTERIOR m \\ •.11ltll1,,t\W\ tilt{ ' 1/4' y TAPC INTERIOR 00W1n bah. A R.wo 0 to tom* w/ 2010 10C • WRMN THE OAP BETWEEN THE WINDOW PRANK AND ?HE BOCK OR MASONRY IS LBO THAN 1/8; NRRMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE OlE SMS OR WD. SCREWS INTO WOOD. OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MINIMUM OF 1 114' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) S9 `sue•~ "0 N. UUCP ����- ast•Pa AA* 'ZNAy� • N. 10020 ah � /00 *Us tram* INTERIOR ALL 1/000 BUCKS ENGINEERED SEPARATELY & TO DE REVIEWED BLDG. OFFICIAL CTYPJ LAWSON '( 60 "3-e*0o (riq'XITCralralMW,--124757) PH MI#RII06MRFR 0? QUALM ALA ROOM AIN MSS °°` I"°a 71 12000 1 ,. .ol 1 . Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS- SECTIONS. DETAILS & NOTES A A+mmt Ck L 0O 43meaW1 I•bOb* ' L0200 -0801 Stab 0 07 7 EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYP./ FACE CAULK BY OTHERS CTYPJ LAWSON SERIES: 3200 CASEMENT WINDOW -. BILL OF MATERIALS UST LAWSON SERIES: 3200 CASEMENT WINDOW - HILL OF MATERIALS LIST ITEM / DWG. NO. PART N0. QUANTITY DESCRIPTION REMARKS ITEM 9 DSO, NO. PART NO. QUANTITY DESCRIPTION 40 1 X VENT ANTI s VENT /Sp. RAMP NYLON 6/8 1-3001 LI1 -118 1 FRAME HEAD 6083 -76 A10III4161 41 1 X HANDLE LICK N0 HANDLE BACK PLATE • 2 L -4002 LI -115 FRAME SILL 6083 -T8 ALUMINUM 42 1 X VENT 8/18" MISECT SCREEN - OPTIONAL AUAiINUM FRAME 1-3002 1.8 -115 2 FRAME JAMB -HINGE SIDE 6083 -76 AWM04NM 43 SEE ELEVATION FRAME INSTALLATION SCREWS 112 X 2 1/4' PH SMS 4 1-3002 LI -115 2 FRAME JAMB -LATCH SIDE 6063 -78 0100118 M 44 SEE ELEVATION FRAME SILL CUP SCREWS 112 X 1 1/20 PH SAS 5 1-3004 L0 -119 2 VENT TOP W10. 6063 -78 ALUMINUM 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEAUNT • 1-3004 1.0-119 2 VENT BOTTOM WILL. 6083 -76 ALUMIMIM 48 SEE ELEVATION FRAME INSTALLATION CAUUONO EXTERIOR GRADE PERIMETER 7 1-3004 1A -119 2 VENT SIDE RAIL -HINGE SIDE 6083 -16 ALUMINUM 47 1-3007 L0 -164 1 X ANCHOR FRAME HEAD /JAM8 SHEAR PLATE 6083-75 ALUMINUM (3" L) 8 L-3004 W -119 2 VENT SIDE RAIL -LATCH SIDE 6063 -76 ALUMBWM 48 1-3009 U1 -159 AS REGD. 01.A2040 BEAD - 7/18" 6063-T5 ALUMIIW 9 1-3003 LE-118 AS REVD IN -POST 8083 -78 AUABNUN 49 2 X BRACKET FIXED VENT ATTACHMENT SCRIMP 18 x 1 1/4' FP. /PHIL. SOS 10 1-3006 1.8 -111 1 X ANCHOR FRAME SIT. *04080R CUP 6063 -TS ALUMINUM (3' L) 50 8 X POST IN-POST ASSEMBLY SCREWS 110 X 1 1/4' PH SMS 11 1-3005 1.8 -113 AS REO'D. FIXED UTE MOUNTING BRACKET 6083 -16 *1.01818 (3• L) 51 0C -899 AS RECO. GLAZING SFAINNT - S1UCONE • 12 1-3010 U1 -7708 AS REOD. atoms BEAD - 5/16' 6083 -75 ALUMIOJM EXT. GRADE PERIMETER CAULKING NOT BY "LAWSON INDUSTRIES'. TO BE APPLIED BY OTHERS CTYP.) STUCCO 09 EXTERIDR FINISH BY OTHERS CTYPJ 2X WOOD BUCK CTYP ALL WOOD 80045 ENGINEERED SEPARATELY 6 TO DE REVIEWED BLDG. OFFICIAL (TYPJ 0 12 S.M.S. or. VD. SCREW W/ 1 1/4" MIN. VLWID EMBED EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYPJ TERN* GRA PERMETER LNG BY OTHERS CT .) TAL LATH. STUCCO AND EXTERIOR GRADE = SHEATHING (8Y OTHERS) SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX DESIGN PRESSURE UMIT'ATIONS. / NOTET�E yy�g p���r •�� Mol:4CASEN41EN1 NN O.FOR MUUJON SHALL SRN. YAHIOOW FRAME ALSERNATE NCHIORING AT alts. MULLION ATTACHMENT DETAIL, M,•L M CotaNthOels No •s OF / 'tA 13 L -7531 L -7531 AS REOD. CIA2I O BEAD BULB VINYL PVC VINYL 14 SM -5731 AS REOD. GLAZING SEAUwT - SILICONE • 15 1-3012 U -110 AS READ. WEAK - FRAME/VENT PVC VINYL 18 1-3011 I.0 -133 AS REO'D. OIAZNG BEAD 11/18' WH. /WSUL 6083 -T5 ALUMINUM 17 1-3013 12 CORNER KEY PER FRAME • 18 L -3013 8 CORNER KEY PER VENT • 19 1-3013 4 X POST CORNER KEY PER IN -POST • 20 8 FRAME ASSEMBLY SCREWS /10 X 1' PH SMS 21 8 VENT ASSEMBLY SCREWS 110 X 1 1/4" PH SMS - 22 2 X VENT 4 BAR 90' HINGES - STD. & PLR. • 23 2 X VENT 4 BAR 45' HINGES - STO. & PLO. • 24 AS REUB, 25 1 X VENT H0407 MOUNTING SCREWS VENT OPERATOR - DEAL or SINGLE 110 X 1/2" P.H. /PHI,. 8 • 28 4/ PPM. OPERATOR MOUNTING SCREWS /10 X 3/4" F.H./PHIL SOS 27 1/ OPER. STAINLESS STEEL. '0" TRACK • 28 2/ TRACK TRACK MOUNTING SCREWS /8 X 1/20 F.H./PHIL SOS 1/ OPERATOR STUD BRACKET CONNECTOR • 30 2/ BRACKET STUD MOTET SCREWS 98 X 1/2' F.H./PHR. SOS 31 1/ VENT LOCKING HANDLE • 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 110 -32 X 3/8' PH MS • 33 1/ VENT' LOCKING MULTI-POINT BAR • 34 1 X LOIN POINT TIE BAR NYLON GUIDES • 35 2XOAK NYLON CODES MOUNTING SCREWS 98 X 1' PH./PHIL 8 36 1/ LOCK KEEPER (ST. STEEL) • 38 L -'014 2/ KEEPER 4 KEEPER MOUNTING SCREWS SNUBBER 60083 -T5 ALUMINUM 2/ SNUBBER ,S R409ER INSTALLATION SCREWS 18 X 1/2' PH SMS Heeds 0** ID Coo w/ 2910 •0C LA WS ON 6601 N.W8L36180 tPH x.(28) 688-868 IGIONRCITROM OP OOIfR702880104 MOM IMO 0!.69'8 A09l8 Abysm p. N. 02*20 OVeAbasa 01/27/00 6•s.I1Ma _ R. 8RA80 "ode.* Lam A naweo/w Series: 3200 Outswing Impact Casement Window HILL OF MATERIALS UST AND DETAILS All** Atl nn• ' 12200-0801 Lama` • of 9 /18" IANINA122 CLASS COMPOSITION - TYPE ../e NEN RESCRIPTION • MAIL 1 1/IP IMPALED GLASS 0090* PVII DITERLATER ROW OR mune 2 43■;134.4 9 3 IIir ANNEALED GLASS liffriorriolv -41F-Trir.T.TriTrirlrrri7MESTi7Nif Id. ITEN DESCRIPTION , MI .11 a w==..,_,:• 1 ..-7----,-. III Si 'WV IBM rig gEgg my made= GLASS -....-.7.-- - I KKETINTrfiTTVITIE,TrT--1F707o-fii6.111122- Alai" r=1 vascarma 1/0 NEAT-STREINDITENED GLASS 0.290* SGP DITERUIVER DUPONT wmiTiffierivirriTIPTIITT•ZT.)',W•qi if."2216-oliAli OM ITSN DESESIWTWX DMUS MI 3.I$ memo mos ....T... III Si 'WV IBM rig gEgg my made= GLASS -....-.7.-- - I wprinarri ijw-YiwiTirr-IFT, r),"7- M ilTraio'l ; Ai ism am DESCRIPTION DETAIL gogr-zrrt--.3.Eggi III Si 'WV IBM rig 177.7"""r17.11111111111 .1 -....-.7.-- - I we nasuLams AIR SPACE 0318. 1101 air mem= aims LAMINATED GLASS TYPES 1/16. Laminated Flange FraineWIndowC3lazed with •1 3200 impact Casement Window Size ' VOA& WO Awes Code (in) HesdISIII Jamb 12 19.128 28 2 2 13 14 (NatoTjps "A' Glasallme '13" Gial8TYPO °C" GlaalrYPO "Tr mass "rype "5" tiNtrAimeided Gas 5nr Haan* -1‘51 anr HS.Gasa -SCP THr Annealed ekes IOW hmealed Gam COO. Pd ad 59.0 59.0 .121111 ad ad 70.0 Pe PO 70.0 82.0 13119. _ PT Pd 70.0 73.0 . Pe Pe 70.0 73.0 19.125 a= 2 19.125 MEM 2 lam 83 18 19.125 74.25 632 28.5 28 N33 rd.5 38.375 634 3 59.0 59.0 700 820 70.0 82.0 70.0 73.0 70.0 73.0 4 59.0 eao 70,0 820 70.0 70.0 73.0 70.0 73.0 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 5 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3 2 59.0 59.0 3 3 59.0 59.0 70.0 _ 70.0 820 700 820 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 MO 73.0 218 50.825 3 635 4 ZOO 59.0 70.0 820 70.0 215 83 3 H38 6 59.0 69.0 70.0 82.0 70.0 act 820 70.0 73.0 70.0 73.0 70.0 710 19.0 73.0 282 74.25 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 sr 28 3 23 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 • 73.0 37 38.375 3 24 3 37 50525 3 25 37 53 28 37 16 CL NIL nt 11/18° Landnatevinautated GLAZING OPTION DkrAna 2424 74.25 4 510 520 59.0 70.0 820 70.0 820 70.0 72.0 70.0 73.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 3 59.0 59.0 3 5 59.0 59.0 2 2 59,0 59.0 70.0 820 70.0 820 70.0 820 MO 820 70.0 710 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 2030 24 38 2 3 . 59.0 59.0 7110 82.0 210 822 5040 24 48 2 4 59.0 59.0 2050 24 80 2 5 59.0 554 70.0 820 70.0 820 70.0 70.0 7 73.0 70.0 73.0 73.0 70,0 73.0 70.0 820 2080 24 72 2 5 59.0 70.0 • 820 70.0 70.0 TAO 70.0 73.0 70.0 73.0 820 7ao 73.0 70.0 73.0 2520 30 24 3 2 59.0 59.0 70.0 820 70.0 ezo 70.0 73.0 70.0 734 2830 30 38 3 3 54).0 *0 70.0 82.0 700 820 70.0 73.0 70.0 73.0 2440 30 48 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 2350 30 .80 3 5 48.0 5a0 .70.0 820 700 820 70.0 73.0 70.0 73.0 2880 30 72 3 5 59.0 89.0 70.0 no 70.0 820 79.0 2420 32 24 3 2 58.0 70.0 82.0 70.0 82.0 70.0. 73.0 73.0 70.0 73.0 70.0 73.0 2830 32 38 3 3 59.0 2840 2150 32 48 1 3 4 59.0 59.0 59.0 70.0 82.0 7(40 820 70.0 73.0 70.0 73.0 32 SO 3 5 69.0 69.0 70.0 820 70.0 ozo 70.0 820 70.0 73.0 700 82.0 70.0 73.0 70.0 73.0 70.0 73.0 32 72 3 5 • 59.0 • 500 70.0 MO 70.0 70.0 73.0 70.0 73.0 3020 38 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3030 se 36 3 3 59.0 59.0 70.0 02.0 70.0 820 70.0 73.0 70.0 73.0 3040 $5 48 3 4 59.0 59.0 3050 3080 36 72 3 38 60 3 89.0 59.0 70.0 82.0 70.0 820 70.0 820 70.0 rao 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 TAO 59.0 700 82.0 osPitexpplyIes°UCTIIEMDwItRGIOTEIdelliw ei ED ! 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ANCHOR CLUSTER W (HEAD /SILL TYPICAL) 1.11 f - -- ---. .......1....- 71= data 91/91 .. .. ,IMOi • INPOST ANCHOR DETAIL, FRAME CORNER DECD. W VENT RAIL CORNER DETAIL Q 0 0 0 FRAME WPM 500.21 +31 VENT RAII. 0� SEE MUWON APPROVALS FOR MULLION TYPE,' SIZE AND MAX. FRAME SILL /JAMS I L- 6083 -T6 ALUMINUM �_ 8063-TS ALUMINUM NOTE CASEMENT DESIGN �� � PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED. WINDOW OR MULL SHALL GOVERN SHIN 1/4 pSAN. ELEV FOR SPA NG SILL • � • •} ; �., os2 giHR,----, I 1 L1 —` —SEE �yo 1. ALL STEEL IN CONTACT WITH ALUM. TO RE PAINTED OR RATED. -� �? 0.078 FRAME SHEAR PLATES 2. METAL STRUCTURES: (STEEL OR ALUM. 1/8° MIN. THICK) A) STEEL : Fy a 36 KSI MIN. 8 ALUMINUM : 6053 -T5 MIN. - 0.34D . ALUMINUM L Y SCREWS .231 -... 47 L -SOOT 8083 -TS ALUMMIAd .. 0377 1 SNUBBER -3014 __i 411 IMETER 38 WINDOW FRAME 41 P.11. SISS FRAME BAPOST OETAIL P FRAME & SASH CORNER ASSEMBLY DETAILS 6063 -T5 ALUIewuM 10 FRAME SILL ANCHOR CLIP L- 6063 -T6 ALUMINUM �.O.OB4 11 TIDIED LITE MOUNTING BRACKET L-8888 _T6 ALUMINUM PRODUCTREVISED r 7MBaM2 *0 ifl OA* N .:..� - r3mr.• ei•j',� ,�.u� ,�.�.✓^ `*% ..:: . �/ .. - � J. 0i .970 0� 0.070] -.-- 2.704 .478 12 0501 GLAZING 6/16' L -3010 8083 BEAD laminated or L -7708 -75 ALUMINUM 0.�1 p.818 16 GLAZING BEAD 11/16° Insaleted/Lnminated L -9011 or LB -133 8083-TS ALUMINUM 0.. /'1 owns `J 9/18' L -9009 8083 . •;: • BEAD Lamimted or LA -189 -73 ALUMINUM . 4�V -' 'i�i0 i • % `�* !{ * L * *S y . OP t w ��i,, E �.,p►9p;4�Zeo� '�i�'�i; ita��o� DAs ,.. `��1 Aboldok Alm In 4/ 2010 MC LAW 0 J rr �l 1 N8r 8t.331� L°-)1 (l '> 1 PH Na (18 N8-NNO pert... �W�s' t 1 FYI f I I t85o anal a 1 a 2l ERA= r/o0 Series: 3200 Outswing Impact Casement Window apw.� 71. 999910 WAS EXTRUSION CROSS- SECTIONS. & A BLY•DETAUS a2ee 0.080 QBM 115 0.888 Lwow' tad, A be° ..a" Rtl"r 50..8550A..91 I ' t -0801" '" 7 or 7 MIAM COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roam 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.foviperal Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material teed 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ASH -7700 (Flange Frame)" Aluminum Single Hung Window - LA IL_ APPROVAL DOCUMENT: Drawing No. L7700 -0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through5 of 5, datede5127/09 with revision A dated 01/20t1 -2; prepared by manufacturer, signed and sealed by Thomas J. Sotos,1'. 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 Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 filled 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 NOA # 11- 0705.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ■ APPROVED NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A, :.. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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 20294 along with marked up drawings and installation diagram of aluminum single hung window; prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -09 2530A and HETI - 09 2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09- 0706.09) 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 aluminum single hung . window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s EETI -05=2003 C, HETI -08 -2004 A, HETI 08 =2060 A, HETI -082060 B, HETI -48 -2061 A, HETI -08 -2061 B, HETI -08 -2062 A, HETI - 08-262 B, HETI -08- 2063A, HETI- 08- 2063B, HETI- 08 -2064A and HETI-08- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 3. 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 302 -94 along with marked up drawings and installation diagram of aluminum single hung window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2987 and FTL -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) Manuel P ... P.E. Product Control er NOA No. 1 1127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E - l Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Lawson Industries, Inc., dated 05/28 /09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01. issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter-of no financial interest, dated May 28,2009, signed and sealed by Thomas J. Sotos, P. E. _.(Submitted wader previous NOA No.11- 0705.09) 3. Laboratory compliance letter for Test Reports No. HETI- 09:2530 A and 11E11-09- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submitted under NOA No. 09- 0706.09) 4. Laboratory compliance letter for Test Reports No. HETI -08 -2003 C, HETI -08- 2004 A, HETI -08 -2060 A, HETI -08 -2060 B, HETI -08 -2061 A, ETI-08 -2061 B, HETI -08 -2062 A, HETI - 08 --2062 B, HETI-08-2063A, HETI- 08- 2063B, HETI- 08 -2064A and HETI- 08- 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0825.17) 5. Laboratory compliance letter for Test Reports No. FM-2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted wader previous NOA No. 06- 0406.08) G. OTHERS 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange" Aluminum Single Hung Window M LM.I., approved on 08/18/11 and expiring on 12/27/16. E -2 L1 L Man e P : =Y- ' .E. Product Control .xa er NOA No. 12-0127.16 Expiration Date: Dumber 27, 2016 Approval Date: March 29, 2012 NE) FRAME JANES <SEC SHEET WA VA00V RM/dE FRAME V01N 0 All .. —1 w fr- WITEAD tM lfo PERT Mae sill an FRAME JMR18 OBE BNCET B4 VIASOV RAABE TOM VIDTN W 4 PAX. AT TRAKRAD 48 N 6 PES TRM6 S0.. 4CN FRAME .BO18S (8EE SHEET 84) 6• ' e•1: ExT. 4 INT. FALSE C®.Or1NAL NuNTINS ARE V/S1 LIC AND APPLIED V/ AVAILABLE AS BATMAN.. • General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIRE OF THE 2010 FLORIDA BUILDING CODE INCLUDING HMI VELOCRT HURRICANE ZONE VELOCITY (HEM AND A.STM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. murrens NOT REQUIRED) 2.) WOOD BUCK SHALL BE INBTALIBD AND ANCHORED SO THAT THE BUILDING RESISTS THE ISATIS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SEES ARE NOT TO EXCEED THESE (MAXIMUM SPACINGS ON CENTER (0.C.) AND AS TABULATED -ON 811102 4. 4.) ANCHOR CONDITIONS NOT DESCRIBES} IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BIBLDINO OFFICIAL. 6.) WINDOWS ARE QUAUFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS. TYPES TABULATED HEREIN (SEE SHEET #3) AND FOR USE WEE DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3). 8.) BEE SHEET 3 FOR LACK DETAILS & OPTIONS. 7.) BEE SHEET 4 FOR DESIGN PRESSURES AND GUESS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS 888 SHEET 3. o.) EXT. & INT. FALSE COLONIAL METES ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCK IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR 10 WINDOW INSTALL/MOIL (SEE SHEET g2 FOR DETAIL & NOTES) Woo» RUCKS TO BE ANCHORED IN COMPLIANCE WITH TILE 2010 P00 CHAFFER 24. SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OP 0uM1 -DABS COUNTY APPROVED WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT • TTH LOOWE DESTO SYSTEM FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY 13.) SEE SHEET # 3 FOR MULLION /METAL ATTACHE DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER D188IMILAB MATERIALS TO BE PAINTED OR PLATED AND SHALL *807 SEC110N 2 003.8.4 OF TIDE 2010 FLORIDA BLDG. CODE. 47.00V R BIAI I R VAIN MOTH 48' x 78' EQUAL LITE ELEVATION INCLUDES UN -EQUAL LT18 AND RADIUS 118AD (LIMITED 10 LOADS ON SHEET 4 OF 6) SERIES -7700 =raps =13 VOIERW BLOC VI8TH UN—EQUAL LITE RADIUS ELEVATION (LOOTED T0•1AASS ON SHUT 4 OF 6) EXT. TL� � APPLIED W V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. winder 11.1499 FRAME MOTH Cr W • m:+E 11/1 It C3 -O r war WIDOW MK 81818 UN —EQUAL LITE ELEVATION (LIMITED 10 LOADS ON MEET 4 OF 6) SINGLE BUNG IMPACT WINDOW -- FLANGE FRAME 6' *PO WS ApPLIEDD Vim V/ SILICONE AND p1�29 AVAILABLE AS OPTIONAL. Batas VINDOV BBCN. warm EQUAL LITE ELEVATION (1.111190 TO LOADS ON SHEET 4 OF 6) 1e4 TAPCON w, 1 1/4- MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACINS) KN. ALL WOOD BUCKS ENGINEERED SEPARATELY t. TO BE REVIEWED BY BLDG. OFFICIAL tTYP.) P.1 WEED BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS irggaT §10=111/....oril "r7 , EXTERIOR GRADE PERIMETER CAULKING SILICONE &MOVE BEDDDIG COMPOUND 15D MASS l• MIN 014 &M.S. V/ 1 I/4. MN, EMBEDMENT INTO WOOL OIEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING, SILICONE ADHESIVE BED/0/01 COMPOUND INTERIOR 150 CLASS A ,..,1‘7 'Al - r_.... .P1. WOOD BUCKS • • pi, TAPCON W 1 Lht• 010. 508581101 INTO COMM tSEE ELEVATION AT SHEET 01 'a FOR MAX. FASTDIER SPAWNS, 1 I/2 MIN. *. EDGE DISTANCE • OCT. GRADE CAULK FXISRIOR EXTERIOR GRADE PERIMETER CAULKING INTERIOR 014 SN.S. W 1 Ve MIN. EMBEDMENT INTO VOW. tSEE ELEVATION AT SHEET 01 MR MAX. FASTENER SPACINO EXTERIOR EXT. GRADE cf/ EXTERIOR GRADE PERIMETER CNAXINII EXT. GRADE CAULK 1/4' MAX. MOM TYP * 44 . • be, • : •• • EXT6AUTIE 1 BY OR BY 0108 8110 • MIN. DIST intailLIW FRAM WIDTH MINDDILINEWATIMLNIEM 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED 0/ AN APPROVED EXTERIOR GRADE CAULK IPt OTHERS 01,P.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK oR MASONRY 18 LEES THAN 1/8 SHAM ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS CR VD. SCREWS INTO WOOD, OR I/4• TAPCONS or APPROVED CONC. FASTENERS INTO SONS.. MITH A MINDEN OF 1 1/2' PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) iI • 1 a 019 S*$. W 2 UO• MIN EMINENT INTO v®A IEEE ELEVATION AT SKEET 81 FOR NAIL FASTENER SPACING i 1 •, I ti•,: if'):f<.f" /�>f�'� MO I 0 i/0• MMGtW SASS - _..= _:-=. 21WiC1tIliEEP� 009D' PLASTIC :-i= 4 Ile DIEUSATED 5111 SPREE *. 01TEALIMER - ".__."...... 2y. 'iAWTAN !tea �.:. ,: Ol E ,A �,.. rt3 s � �.�. ! / T'ii2 /�:!se11T:2Z«.fi1' '.1",i1 $q; to r.7 7:; !n 7 0WS!»Wt ]01/0' MlMIE56EO Of/i6i tOTAGi6 PVC Qlt'•;.rat:r�: n3'ttx:. r. rn,�s - NA •OUPDiI• TiSncl4ix.I, LFi =iw,I `,I = 7Qi,i�r1l7 -3•� �i�.:.�..56.- ,i. *: ,� ia.Iri. i M?L� ?n —_. swans PV3 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TEO (2) LOCKS ARE REQUIRED PER EACH V. 1 Qfi i17.wa ,� ►]' i iI,�' ibZ..l!F:,I�'I�L;: v 1�I`i 'i i ��� OVr + a.0 u ■ 1 QI ). >.f 3, rl ,Tr. ���. ® �. ffiITTk1TE PVS ME VP IMM0.ME0 515 9P000 k �^��- !:_._ Q 115 arum 51.528 i •. INWATED LAMINATED OLASS COMPO$1TION TYPE 7 1755 D2558WT1015 ..� urn. 11588251 0> 7'AII O 5890' PLASTIC I fl 55ATE8 ��II u �._® sMT.Ex wM O 215 5MffiM.E5 MASS O- J GLAZING DETAI AND OPTIONS gyETESfr"I MOM MAME MT EXTERIOR METAL STRUCTURE ATTACHMENT DETAIL MO I IA' ANNEALED MASS sr 'MUM* 3 VW ANIPAXD mass 4 Ile DIEUSATED 5111 SPREE *. INWATED LAMINATED OLASS COMPO$1TION TYPE 7 1755 D2558WT1015 ..� urn. 11588251 0> 7'AII O 5890' PLASTIC I fl 55ATE8 ��II u �._® sMT.Ex wM O 215 5MffiM.E5 MASS O- J GLAZING DETAI AND OPTIONS gyETESfr"I MOM MAME MT EXTERIOR METAL STRUCTURE ATTACHMENT DETAIL 4 DESIGN LOAD CAPACITY PSF) - VIEW WINDOWS WISH VENTS WINDOW 8 Jamb Anchors + 1- Pressures (pan Glass Type 4 Glass Type 8 Glass Type 6 WIDTH HEIGHT 19.125 50.825 6 80.0 80.0 80.0 28.5 50.825 80.0 80.0 80.0 37 50.825 60.0 80.0 80.0 42 50.825 -' 60.0 80.0 80.0 48 50.825 60.0 80.0 80.0 63.128 50.825 60.0 80.0 80.0 19.125 59 6 80.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 80.0 80.0 80.0 48 89 80.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 8 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 3? 63 80.0 80.0 80.0 42 83 80.0 80.0 80.0 48 83 80.0 80.0 80.0 53.125 83 60.0 80.0 80.0 19.125 74.28 8 80.0 80.0 80.0 28.5 74.25 60.0 80.0 80.0 37 74.25 80.0 80.0 80.0 42 74.28 80.0 80.0 80.0 19.125 78 8 80.0 80.0 80.0 26.8 78 60.0 80.0 80.0 37 78 80.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS WI 4H VENTS WINDOW 8 Jamb Anchors + /- Pressures 0E0 Glass Type 4 Glass Type 6 GIe16s Type 6 WIDTH HEIGHT 19.125 59 8 60.0 80.0 80.0 28.5 59 60.0 80.0 80.0 37 59 80.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 83 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 80.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 83 60.0 80.0 80.0 19.125 74.25 8 80.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 MIMED ROVED CONFIGURATION," UN-EQUAL-ME DESIGNLOADCAPACITY(PSF) - EQUAL LITE bIRNDOWS WOV}lOW WIDTH I.EGHT Jamb Anchors Glass Type 2 Glass1ype 3 + /- Reas►nes(psi) Glass Type 4 Glass Type 8 Glass Type 8 Glass Typo 7 12125 26.5 37 42 48 83.125 28 28 28 28 28 28 4 19.125 28.5 37 42 48 53.125 38.375 38.375 38.375 3E375 38.375 38.375 80.0 80.0 80.0 80.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 *0 { 80.0 80.0 81.0 81.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 *0 80.0 80.0 800 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 89.0 80.0 80.0 19.125 25.6 37 42 48 53.125 50.825 50.625 50.825 50.625 50.825 50.825 80.0 80.0 80.0 80.0 8.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 81.0 80.0 80.0 810 81.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19.125 28.5 37 42 48 53.125 59 59 . 59 89 59 8 80.0 80.0 6.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 19.125 28.5 37 42 48 53.125 83 83 • 83 83 19.125 25.5 37 42 48 53.128 83 74.25 74.25 74.25 74.26 74.25 74.25 8 80.0 89.0 80.0 80.0 8.0 80.0 80.0 . .80.0 000 80.0 80.0 80.0 80.0 80.0 60.0 80.0 81.0 80.0 0 80..0 80.0 . . 89.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8 81.0 80.0 80.0 80.0. 89.0 8.0 '89.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 25.0 80.0 81.0 00.0 74.0 80.0 7z.0 80.0 80.0 19.125 29:6 37 42 48 78 78 78 78 78 8 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80..0 79.0 71.0 _ 80.0 80.0 79.0 71.0 80.0 69.0 80.0 80.0 80.0 79.0 71.0 A PROVED CONFIGURATI NS - EQUAL LUTE FRAME HEAD 1-7701 FIXED MEETING RAIL L -9'704 VENT INTERLOCK RAIL O(wa3 -yes MEN= ) —w5— VT -7538 SPRING LATCH 898 ( 0189-16 AMMAN ) VENT BOTTOM RAIL 1-7708 ® C a008 -T6 mama ) L -L 08 BEAD VENT JAMB RAIL L -7707 1s w) LNG BEAD 76 ( ass-9s muumuu uu ) 4 BEAD 7 7' O FRAME TOP CORNER FRAME BOTTOM CORNER 0 VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM # PART # READ. DESCRIPTION REMARKS 1 L -7801 1 FIN FRAME HEAD 6063 -76 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063 -76 ALUMINUM 3 L -7803 2 FIN FRAM JAMB 6063 46 ALUMIMJM 4 L -7704 I FRAME FIXED METING RAIL 6063 -16 ALUMINUM 5 L -7705 1 VENT MEETING (TOP) RAIL 6063 -76 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063 -76 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 46 ALUMINU! 8 L -7708 AS REQ'D. GLAZING BEAD 1 3/8' ) 6063 45 ALUMINUM 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS AO X 3/4' P.H. PHILLIPS 10 FS -040 AS READ. INSTALLATION SCREWS 214 X 1 1/4' FAL/PHIL. 11 L -7531 AS REQ'D. BULB VINYL WTS'P 1/4' D1A, BULB A3033 12 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP ,187'x.230' 13 PVS -005 AS REG'D. FIN SEAL WEATHERSTRIP J87'x.350" 14 PVS -009 AS REM FIN SEAL WEATHERSTRIP 487•34.310' 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063 -75 ALUMINUM 17 L -4204 AS REQ'D. GLAZING MAD - RADIUS 6063 -T5 ALUMINUM '18 L -7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L -7727 2 BUCK I. TACKLE BALANCE BSI Balance S stens 21 L -7539 2 VENT LIFT LATCH 6063 -75 ALUMINUM 22 L -7523 IX LATCH VENT LATCH SPRING • STAINLESS STEEL 23 x AS REGIS GLAZING SILICA SEE GLAZING B SHT. 3 24 r 2 Lar hated Maw) SEE GLAZING DETAILS 25 HC -057 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058 -I 2 VENT SWEEP LATCH MOLDED NYLON 27 • e FRAME SILL FOAM GASKET SELF ADHESIVE 2B M£ -026 -1 1 SCREEN FRAME L MESH 29 L -7730 1 PRODUCT LABEL 30 a a a 31 SM -5504 AS Wm SEALANT SM -5504 • AS REGIS PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 1 1 C 1 a g 1 1 1 J 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (BOA) Lawson Industries, If c. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the. AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and wlo Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum TubeMullions" Sheets 1 through 10 of 10, dated 04/27/10 with - revision A dated 0 -i/25/12, prepared bymanufacturer, signed-and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large and Small Missile 'Impact Resistant LABELING: Each unit shall bear a permanent label with the manufactu ees name or logo, city, state, model /series, and following statement "Miami-Desk 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 NOAas -an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10- 0610.02 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 matatangdattgay.lsest NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI- 02- 1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27 /02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. RE'11-02-T071, dated 09116/02, tested per ASTM E8, signed and sealed by Rafael E. Droz Seda, P.E. (Submitted under NOA# 03- 0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02- 1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) E -1 atutta Menu Per . Product Control Exa : er . NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering &Testing, Inc., Test ReportNo. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 7. Test report on: 1) Uniform Static Mr Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01125/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for #heir Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12.. E -2 Manuel P X P.E. Product Control finer NOA No. 12- 0127.07 Expiration Date: May 30; 2017 Approval Date: March 29, 2012 ANCHOR /CLIP GLAZING PRODUCT ANCHOR /CUP HORIZONTAL MULLION VERTICAL GLAZING PRODUCT VERTICAL MULUON GLAZING; PRODUCT GLAZING MULUON GLAZING PRODUCT ANCHOR /CU' N� W1 PRODUCT W ANCHOR/CU' MULLION SPAN WIDTH (W) _ WI + W2 + W3 2 ANCHOR /CUP WIDTH (W) . W1 + W2 2 ANCHOR /CUP HORIZONTAL MULLION HORIZONTAL MULLION 4: - GLAZING ~ PRODUCT VERTICAL `` ,4:.4`0, 1 Ilik MULLION GLAZING GLAZING 1g PRODUCT PRODUCT ANCHOR/CU' WIDTH (W) . W1 + W2 2 ANCHOR /CUP HORIZONTAL MULLION HORIZONTAL MULLION 4: - GLAZING ~ PRODUCT `` ,4:.4`0, 1 Ilik ,. GLAZING PRODUCT VERTICAL GLAZING PRODUCT ANCHOR /CUP OF 1g MULUON WIDTH (W) = w1 + W2 2 TYPICAL MULLION ARRANGEMENTS THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MWAI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING H104 VELOCITY HURRICANE ZONE (HVHZ). 2. ALL O1AZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE FLORIDA BWD. CODE REQUIREMENTS LE: WIM) LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ME APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. S. ANCHORS SWILL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYm WALL MESSING OR STUCCO.. 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DEEMS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATION BICREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF W000 ANCHORS OILY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULUON & CLIP NOTES; 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ▪ REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MUWONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 8. 7. 8. & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 7 c/) 1 ij3 Ei Et 1. r Sgrro �3 i 1 i 1 1 156 TYP. 1490 .trs 1E5 Q Q 3 § rh i yI 1 p fig.. 2@ i 2 * $ 1 >i E I ALUMINUM TUBE MULLIONS L MULL AND CUPS CROSS SECTIONS. AND GENERAL NOTES x. et a 1 —1 g i 51 oil aM CUSTOM L062 1 X4 MULLION 1.409 3000 4� 6.00 - - _ amo Ls06 .. ,pg2 „��1,1, a , , ,,,: 'S1 LISS 3.obe 2 X 4 ST TYPICAL TINOOW FRAME aTS IOW i eO� Tag 1.736 P066 j t-. 6000 5oo 2X MULLION 6063 . tilfr? AI CLIP -10 O ti CUSTOM LOIN L SS 1 X3 MULLION .156 CUSTOM 606.1 ixx Sax: (FIANCE 1-06 8 1 X3 MULLION -f8 0.9$0 0.833 MAME) in� &TS CUSTOM lxx: Sxx: 01N tOW LISS 1 X2 MULLION 6063 -70 0.370 0.370 MAE) tn` ins 0698 CUSTOM Ixx: Sxx: (FLANGE .078 UMa 1 X2 MULLION 6061 -T6 0.330 0.330 FRAME> in` In II 5 I C 11 2X6 STD. TUBE 1.eUWON 8083 -T6 Ixx: 2.070 In4 Sxx: 1.035 ins (FIANCE PRATO 6063-18 btx: 1.000 Int. Sxx: Q.667 ins MN FRAME) 4ttl,,,,,,,' Yr �� STANDARD TYP TUBULAR SHAPES a .125• ALL -16 ~— —� . .-1.000.., r 1 ` WALL ALLOY •6663 TYPICAL GLAZING PRODUCT 2 X 6 .790 I r* r.1115 ,�6 ■ 4.000 2 x 4 = T0000 MULLIONS T 4.908 CONTAINING 10 ,..5 t. 1 ' '$p 1S1 1 t 1X • 11 . MULLION L�LP 8061 - j 406411 / 1 X 4 STD TUBE. pou1U0N 8063 -18 Ixx: 2.070 in. Ste; 1.035 ins 1 X 3 S1D. TARE MULLION 6063 -T6 ` bac: 0.950 In. Sxx: 0.63 esaaaxplyk�R > 8 . DOe 1 X 2 St_'_n. TURF Mut ON eo6s -TB Ixx: 0.330 1n. 330 h1s •, I „SNI % ?nvA as x. x TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING STD. TUBE MULLION 8061 -TB Ixa: 6.260 in� Sax: 2.760 Ins _ TUBE MULLn'TN 8063 -TB hoc: 2.980 in4 Sxx: 1.490 ins Reed 0669 , IAN. ANGLE � ' t�TCN amrolAU CUP INSTRUCTIONS: t. ,. :, :ll.. . 81(1 ;�.��I�Lh y� a CLIP LENGTH USING MULLION... PROPERTIES ONLY MULL „L„ ttltHt t, T AND CAN MULLIONS WITH ALL LAWSON'S MIAM IMPACT COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. ,',e� 11 .h. '0 •*~,•• ~N�'$•4 *. •• ° . 11 bti"417 , _x :; �� .; 0 O; a =O :3 ^`� 0 :, .•y + i ..L .." j 4e ( ..• ,.. ��4flgi i t1 _ ad USE CHARTS APA GRAPHS AS FOLLOY/S. STFP 1 DETERMINE OE6�Git LOAD RE/MARCO FOR PARICUTAR OPENING. 1 X 2 14418' 1 X 3 . 2.688' .STEP 7 USE GAZING PRODUCTS MEMO ABOVE 1020 STEP g ran tO t6TUmR 066 PER 1 X 4 • 3.688' BCCEEI 1. REFER THE GENERAL NOTES ON SHEET TO OT 1 OF 10 FOR �11LDINC t:OUk COMPLUINCE.' 2. MUWOt�S MAY RE ORIENTED VERTICALLY OR HORIYONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL. MULUON ARRANGEMENTS OR STACK CONFIGURATIONS. 2 X 4 3. 688• APP OVAL STEP { &6m SPApu6. 2 X 6 5.686' t. ALL CUPS AND ANGLES ARE TO FIT SNUG IPT 01118E MULLIONS 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE ANCHOR DETAIL AT SHEET OF 10. STEP `� dERAi6lliElii�Npi LOADC�O Ia STEP t ABOVE OSINO ANCHOR TYPES ON SHEET 5 THRU 9 AND ANCHOR MARTS STEP 6 � SHEET a. SELECT ANCHOR WITH DES100 RAT@O 8000 -� MORE TWA THE MGR LOADS�s w STEP 1 ABOVE. i9 40atia •aw+ *e ®04, b — (M) H14IM iM + tM (03MOTIV SHLOIM N33M138 NOUV1Odl31NI) 'ATIVINOZINOH NO AT1VOLLN3A 031N3121O 38 Air! S121VH0 393141 NI 0314N SNOIlVt 1 •310N 0341=SNI 394 01. SNOW d nods NOITUWI z L 092V tOf1G0Ud ammo town litINOMION - mod. ,,,.'7 aaazvro IM 2 nomad exam roman 11 r 8'81 a 9'1Z 589 i '9Z 8'8£ 6£4 239 099 1'89 1 1 e S s 1 1 c/) c 5 R A al 15; fir rot 86 roc 9'bE 9£ 1'14 L 94 4'89 OVL VL8 zee 8'69 9.4E 8'1£ 1'94 V29 9'44 z£9 8'91 8'48 8'99 1'94 94 9'09 4'99 1'£9 1'ZL 1'48 8001 0091 9XZ� 9'91 4'L4 9'81 LIZ £'1.Z 4'99 1'91 991 91 009 9'99 9'09 4X9 0'91 0'81 0'19 Z� 9'4£ 1'Z9 4x1 £'84 8X1 1.X1 -Th., MIL 1 L.. ,091 94 ZL 9s 09 49 s9 Z4 se 46 96 82 ze 98 VZ9 981 009 0'79 1'99 ESL z£9 V26 9111 £'9£1 0'091 0'091 £'99 O'1L VEIL '£9 998 8101 Z8 L 9.991 0096 0091 0091 92 1'89 IL 8'£8 99 not 09 LZLL 19 ran 86 8'046 94 0091 9e 0091 OE 0'091 4Z 0'091 81 0091 82 8014 zoz6 6'6£4 9'466 0091 0094 0.091 0'096 0'091 0'091 69 vz 81 ALL ZL. 99 49 or z4 se 0£ NV4911011 (M) 9'09 - L'99 1'91 , 8'49 £'LI• (29 961 1'4£ 9'6Z 9'99 L'4Z 9'14 8'99 - 8 84 9'49. 8'91 099 6'£6 8'81 1'£8 L'29 9'99 £'26 086 - 9'89 9'09 £'9£ V� - 9'96 9'48 V8£ VIZ £'44 WOO - L'09 9'96 9'91 1'69 6'64 9'01 0'1L £'84 9'96 2'88 9'48 £'9Z £'866 1'99 LLS also E'89 - 1'W LIE - 6'99 V99 £'91 0'£9 8'9E 8'86 8'89 8'09 8'91 no 0'96 1'69 (91. 899 L'4Z £'98 £'19 4'89 6'906 9'£1 8'££ 4 '9£1 0.98 Z Z4 0'091 9'991 £ 89 0'89 064 8'9 6'00 VI* Vc9 1.'89 V89 9 Z9 L'9L £'f9 4'49 z99 z69 z Lz 8'98 9'601 91 6'4E 9'191 9'98 1'06 0'091 9'901 9.86 0'091 ..801 02 ZL 98 1 6'£9 879 80E 49 ZC 4z 81 82 z2 99 19 .s 9, ss 0£ 49 81 n48 ot ZZ- os Os 49 84 9, 96 OS 49 81 92 99 es .41441 81' z4 92 9 4Z 0991 148 97.9 £'E£ 0096 098 £'99 V9£ 0'091 1906 1'91 096 - 0091 6061 4'£8 546 V91 0091 1'981 816 009 VII 0091 0'096 9.1,01 029 891 0091 0091 094 L'99 919 0'091 0'091 0091 0'09 919 0991 0'091 0'091 0001 818 0'094 0091 0091 9091 096 0091 9301 992 9'14 - 0991 1011 9.92 096 9'96 0'091 1091 499 118 1'21 0094 1'981 (1.8 019 9'81 0'091. 8941 0101 0'09 899 0'091 0096 L911 929 -91.9 0'094 0091 6'4£1 z22 9'99 0'091 0091 0'091 1'08 £' 1£ 0901 0091 0096 1101 9'1.6 0091 0'091 0091 6181 891' 0'091 0091 0'091 0'091 0Z9 0'091 9.891 9'88 L49 9.09 0091 9991 098 9.'80 999. 0096 0091 1'901 L'1'9 V46 0991 0091 091.1 z 12 8'99 0'091 0991 Z'991 1'82 8'89 0'091 0991 _. _.411'6 018 91E 0091 0091 0'091 L406 09E 0091 0091 0091 9'91L 916 0'091 0091 0091 0641 919 0091 0091 0'091 0091 0'18 0091 0'091 0001 0'091 9.'89 0'091 0091 0'091 9.18 9.'14 0'091 0091 0991 6'606 8' 19 0091 0091 0'091 0911 819 0091 0091 0'091 8191 9'19 0091 0091 0'091 9.281 099 0091 0091 0'096 0'091 8'91 0091 0'091 0981 0991 9.18 0091 0'094 0.094 0'091 9'901 0091 0'091 0991 0'091 O'694 0'091 0'091 0'091 0991 0'091 0091 0091 PBN' 8X1 4X9 r 4X6 £X I. zX 4 NVdS'1'VIW (a }4WI% 0091 9' 68 099 81 a£9 99 00 19 96 et 9£ 09 4Z ,J9 8A 81 91 09 t9 Z4 16 06 4Z 8r ,.919.09 8A z1. 09 09 49 8O 99 St 09 VC 81 v91£-8£ 02 82 99 49 81' Z1' 96 09 49 0096 0091 0'096 9.046 0'091 91 sX8 9U 4X1'_ £xr 6x6 NVdSTirol 44 tam SNCIT T cw ant 09/0111 019 39101. .1ss TYP. 4407 2 X 4 STD. TUBE MOM FRAME 2X MULLION CLIP 8063 -18 1.068 1 X 4 CUSTOM MULLION 8083 -T8 Ixx: 4.709 in4 Sxx: 2.355 Ire MANDE FRAME) ass 1 X 4 STD. TUBE MULLION 8083 -18 Ixx: 4.709 bit Sxx: 2.355 in 1 X 3 CUSTOM - MULLION 8083 -T8 ixx: 2.188 in". Sxx: 1.445 in3 (FLANGE FRAME) STANDARD TIRU0 SHAPES ALL ALLOY ° 8063 -471 TYPFCAL GLAZING PRODUCT 0058 1$RS 1X MULLION CLIP 8083 -18 4900 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, ANGLE CLIP m--2.000^-•—•1 8063 48 SEE WINDOW OR DOOR APPROVAL FOR PASTENERS =SAND SPACING CLIP LENGTH MULL °L" 1 X 2 1688' 1 X 3 2.688• 1X4 3.688' 2X 4 3.688' 2X6 5.686' 0 11 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULUONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL. ANCHOR DETAIL AT SHEET 9 OF 10. 2 X 4 510. TUBE MULLION 8063 -16 ixx: 7.849 in4 Sxx: 3.825 ink INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 1 i STEP 1 OE70W008 OED LOAD REQUIRED FOR PARTCIAAR.OPEMmG .SIEp 2 Ri= wawa P60811010 mama ABOVE Lae STEP 3 USE COVE MULLION LLION AS PER PRODUCT APP SERA SPECIFY WAXMAAN SW SPACING. usma CHARTS ON STEPS R XN X61* w1 aeon we SPECRE0 IN STEP 1 ABOVE. USING ANCHOR E cis STEP 3 9. � r TYPE Wu MORE THAN THE OESION LOADS SPEW= MN STEP 1 ABOVE. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTI S ONLY 1 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOTES; 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. 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EDGE DIST. 2-3/ 6" CONCRETE OR 4° LOW TX FLOATING CUP 6/16° rocoxs 1-1/2" ROL WOOD PENETRATION I PER IlL11/-110 ei I --.0.411.1111 2 EN w300 RUCK 2 2 22 1i1" ALUM ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD Lid Aw2 X2: jar ALL CUPS AND ANGLES TO FIT SNUG 800 TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAO. 1 /4" E E 1 5/18" TAPCONS 1-1/2" M24. WOOD PENETIAVON 4 PER CUP (2 ON EACH 880) 26*' 800* 6202 6/18" ToWCONS 1-1/2' MN W000 PENETRATION 2 PER ANGLE 14.! -awl/ nail= ix.IP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 61 1 2 X 2,1tatr ALUM : • 3/4" IN 5/16* TAPCONS 1-3/4' IRK OWED INTO MASONRY 4 PER CUP (2 ON WINO 1111111111116- 11111.■ • 1 BY 8000 8028 ALL CUPS AND AAtOLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/15" TAPCONS 1-3/4" MK MED MAGOIRIT 2 PER ANGLE IX FIXATING CuP 11 11 u I I ANCHORS TYPE '0' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1 X BUCK INTO CONCRETE OR BLOCK rite & 2"x4" MULL 2 X 2:43yer ALUM MIN. EDGE DIST. 2-3/16' CONCRETE OR 4" HOLLOW 91..• K 5/111" TAPCONS 1-3/4" W. DOWD INTO MOM' 2 PER CAP (1 ON EACH 8120) • '..:•T , • • .4 t BY 200* 820* ILTEIVOJE ANCHOtt Loc./mom 5/16" TAPCONS 1-3/4" NAL MED INTO 1011012W 1 PER ANGLE 5 11111410 '_.00"i}nr:01••■"`" ix FLOATING CUP 1* 1* 1,11 11 11 11 11 11 uu 2 X 2 5 1 AuAt ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK PRODUCT REVISED tts compitiogwithdtortwita littilding Code Acceptsmos No Date A/ / § E 1 fl 4, 1 1 1 z 1 1 MIN. EDGE DIST. 2-3/16° CONCRETE OR 4 Et K 5/18. TAPCOISS 3/e MIN. EMBED INTO MASONRY 2 PER pUP (1 pN EACH MINOT 3 1/4 MI 5/16* TAPCONS 1-3/4* MIK EMBED OTTO MOSOPOTY 1 Pet ANGLE MIN. EDGE DIST. 2 -3/16° CONCRETE OR 4 JOLLOIN B6OCK vor SWOONS 1-3/4' MN. EMBED 14110 MASONRY 2 PER ANGLE 'a • CONCRETE OR CEMENT BLOCS cont OR CEMENT BLOCK 00888222 484 CEMENT BLOCK 8 FLOATING CUP 1 ANCHORS TYPE 'C (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS 'TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK rxcr & rxe MULL ALTERNATE ANCITOR LOCATION FLOATING CUP 1 CONCRETE OR DEMENT BLOCK st 6/18-TAPCONS 1-3/4* UK EMBED MOO MAMMY 4 PER CUP (2 ON EACH WO /12 SUS ; PER O/fOLE ALL CLIPS AND ANGLES TO FTC SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR PLAT HEAD. • ;. t* • 5/ TRACT:NTS 1-3/4 m44. EMBED 800 MASONRY 1 PER ANGLE CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO EIE PROTECTED WITH ALKALI—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE =QUER. $110Yercrrowlsm mmwowswithommOd4 Build* Code Acceptance No Expiation Date MIN. EDGE DIST 2 -3/16° CONCRETE OR 4 HOLLOW 3-3/4° MIN, 2X0 9/16" TOWNS 1 -3/4" M. EMBED INTO MASOMIY 4 PER CUP (2 ON EACH ) CLIP LENGTH MULL 'L' 2 X 4 3.686° 2 X 6 5.688' S/18' TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 4 PER CUM (2 ON EACH NINO) 1 3/4° MIN. 226 8Ai. 3/4" 3 -3/4° MIN. 5 11/16° ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS SJ O CONCRETE or BLOCK 2°X8° MULL SHOWN MIN. EDGE DIST. 2 -3/16° CONCRETE OR 4 HOLLOW BLOCK 3 -3/4° 5 /11r TAPCONS RAIN. ^ 4 PER CINN. EMBED INTO MASONRY (2EACH 2R6 240. 6/16' TAPCONS 1 -3/4" MN. EMBED INTO MASONRY 4 PER CIO (2 ON EACH YMO) 1 3/4° bN CLIP LENGTH MULL 'L' 2X 4 3.688' 2 X 6 5.688' • ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE `E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) moo 4 A INTO NCHORS CONCRETE THRU 12 BAC X K 2'X6' MULL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHA5RYIATE LACQUER. a 1 1 1 f a 1 ii AI MIN. EDGE MST 2 -3/16' CONCRETE OR 4 HOLLOW BL 6/16' TAPCOPM 1 -3/4' MIN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH 1660 3 -3/4' CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED mom ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METNACRYtATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 8/18' TAPCONS 1 -3/4' MGR. EMSZD INTO MASONRY 2 PER ANGLE MIN. EDGE DIST. 2 -3/16' CONCRETE OR 4' HOLLOW : •• K 114 868 4 ANGLE 1•11.11 II MI I1ll e�r.TRRRRGm�Inmr; — miiiuft II.II� OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK MIN. CLIP LENGTH MULL °L "n 1 X 2 1.698' 1 X 3 2688' 1X4 3.688' 2X 4 3.688' 2 X 6 5488' 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED AS BN08N TO ALLOW INSTALL/00N OF CUP MIME CAULK JOINT AFTER ASS01813 I 14 SYB. 2/ TBMNIW.L 1118E MISJJON 912 F.N. S.L.S. 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MI&U0N ACCESS HOLE I2 PER � 1- /2' 0.0. MGi. TUBE MULLION 1610 SCREW CAM BE INSTALLED IN EITHER 09R000N 6 . 12 FN 868 PM CLIP 1' 0.C. MUG. 1 -3/4' x 2' x 1/8" (FOR 28Y 3/4' x 2' X 1/8' FORM!' CUT TO FIT 816.10 iaE Ti8E ANCHORS TYPE '1' METAL TO METAL. COPBCTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCFRRYISOD 0 Q>C 24 OR&0 4 AU. CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. 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AVE \UE MIAMI SHORES, FLORIDA .. • • • • • .. • • . *Oil . • • .. • • • . • ... .. • • ... .. • • • .. • ... • • • • • • .•• ... .. *0000 • • ... .. • • .. • •• • • .. •• • • • • .. ••••• • •• • • • • • • • • LEFT 52' -4" 1 "X4" LAWSON ALUMINUM MULLION NOA# 12- 0127.07 0 REAR 0 4' -6" 0 BATHROOM EGRESS 1 BATHROOM er EGRESS FAMILY ROOM 4' RIGHT NOT PART OF THIS PERMIT DINING ROOM UVING ROOM 2"X4" LAWSON ALUMINUM MULLION NOA# 12- 0127.07 5x1- -99" '. 5' -9" KITCHEN NOT PART OF THIS PERMIT BEDROOM EGRESS s 0 NOT PART OF THIS PERMIT NOTE : DIMENSIONS SHOWN ARE NOMINAL GLAZING CONTRACTOR TO OBTAIN FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE : MEAN ROOF HEIGHT : 12' ROOF TYPE : 3:12 FRONT GARAGE NOT PART OF THIS PERMIT' FLOOR PLAN SCALE : EC y E MAY 2 3 Miami Shores Village APPROVED BY DATE ZONING DEPT Sheet No. 1 OF 3 BLDG DEPT L.°-'Zas5 �''� `J'�f, L SUBJECT TO COMPLIANCE WITH ALL FEDERAL I f;TATF AND COUNTY RULES AND RFGUI_ATIQNS MAY 2 JCD ►` R 1 JUAN C. DAVID A R AA- 26001660. 1385 Coral Way, Suite 407 Miami, Florida 33145 Phone: (305) 285 -4343 Fax: (305) 285 -4330 Revisions n = g...4., �� ••• . • • • • • • • vj • •J . • ••••.� La••QL © N • • ••••� '•• W • •• •• • • •• • . _ •• "• y� (/) • • . • • •CO • c .- • • L_ ,,,,,••,,, < • • • • • • • c, •. ••• W - Z © i Q 0 1a.. -1 WINCAD GROUP, INC. 715 NE 79 STREET MIAMI, FLORIDA. 33138 PHONE : (786)256 -0428 FAX : (305)754 -0341 DATE: 05.22.12 SCALE: 1/&'-1' DWG. BY : E.P. JOB # :12 -033 Sheet No. 1 OF 3 • • •• • •• •• •• •• • Revisions •• • • • • • 2 "X4" LAWSON ALUMINUM MULLION OA# 12- 0127.07 0000 0000 0000 0070 NOT PART OF THIS PERMIT EAST ELEVATION (FRONT) SCALE : 1/8 " =1' -0 A -37" X 50 5/8" LAWSON SERIES "3200" ALUMINUM CASEMENT WINDOW (LMI) N.O.A. 12- 0127.21 EXPIRATION DATE : 03/04/2014 GLASS TYPE (A) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +59.0 psf / —59.0 psf, SITE PRESSURE : +40.1 psf / —43.5 psf. NOT PART OF THIS PERMIT B— (2)37" X 50 5/8" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80,0 psf / —80.0 pef. SITE PRESSURE : +40.1 psf / —43.5 psf. B— WINDOW UNITS SHALL BE MULLED TOGETHER USING 2 "X4 "X50 5/8" AWMINUM MULUON BY LAWSON INDUSTRIES. N.0,A. ; 12- 0127.07 , EXPIRATION DATE ; 05/30/2017 DESIGN PRESSURE : +150,0 pet / -150.0 psf (W /0 STEEL REINF.) SITE PRESSURE : +40.1 pet / —43.5 pet. NOT PART OF THIS PERMIT NORTH ELEVATION(RIGHT) SCALE : 1/8 " =1' -0" C -31" X 40" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80.0 psf / —80.0 psf. SITE PRESSURE : +40.1 psf / —43.5 psf. E -37" X 50 5/8" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80.0 psf / —80.0 psf. SITE PRESSURE : +40.1 psf / —53.6 psf. MAY 2 2 2017 JCS ARCM JUAN C. DAVID A AA- 26001560. 1385 Coral Way, Suite 407 Miami, Florida 33145 Phone: (305) 285 -4343 Fax: (305) 285 -4330 • • • •• .• • • • •• • • •• • • • • • • cni .43 t0'7 • • CUSTOMER 0.•4aisI ••s W•• <•LL. .4•• ze V=i E cD -•••tp• Q. d • • ..• w •• I-- z 0 W P et o_ O 5 WINCAD GROUP, INC. 715 NE 79 STREET MIAMI, FLORIDA. 33138 PHONE : (786)256 -0428 FAX : (305)754 -0341 DATE: 05.22.12 SCALE: 1/8"-1' DWG. BY : E.P. JOB # :12 -033 Sheet No. 20F3 1 "X4" LAWSON ALUMINUM MUWON NOA# 12- 0127.07 NOT PART OF THIS PERMIT 0 Zia 0 W E ST ELEVATION(REAR) SCALE : 1/8 " =1' -0" 0 -37" X 38 3/8" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80.0 psf / -80.0 psf. SITE PRESSURE : +40.1 psf / -43.5 psf. F- (2)37" X 50 5/8" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80.0 psf / -80.0 psf. SITE PRESSURE : +40.1 psf / -43.5 psf. F- WINDOW UNITS SHALL BE MULLED TOGETHER USING 1 "X4 "X50 5/8" ALUMINUM MUWON BY LAWSON INDUSTRIES. N.O.A.: 12- 0127.07 , EXPIRATION DATE ; 05/30/2017 DESIGN PRESSURE : +150.0 psf 1-150.0 psf (W /0 STEEL REINF.) SITE PRESSURE : +40.1 psf / -43.5 psf. E -37" X 50 5/8" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80.0 psf / -80.0 psf. SITE PRESSURE : +40.1 psf / -53.6 psf. 0 SOUTH ELEVATION(LEFT) SCALE : 1/8 " =1' -0" A -37" X 50 5/8" LAWSON SERIES "3200" ALUMINUM CASEMENT WINDOW (LMI) N.O.A. 12- 0127.21 EXPIRATION DATE : 03/04/2014 GLASS TYPE (A) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +59.0 psf / -59.0 psf. SITE PRESSURE : +40.1 psf / -43.5 psf. G -17" X 24 1/2" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80.0 psf / -80.0 psf. SITE PRESSURE : +40.1 psf / -53.6 psf. 1 -19 "X40" LAWSON SERIES "3200" ALUMINUM CASEMENT WINDOW (LMI) N.O.A. 12- 0127,21 EXPIRATION DATE : 03/04/2014 GLASS TYPE (A) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +59.0 psf / -59.0 psf. SITE PRESSURE : +40.1 psf / -43.5 psf. H -11" X 20" LAWSON SERIES "4200/6200" ALUMINUM FIXED WINDOW (LMI) N.O.A. 07- 0516.02 EXPIRATION DATE : 08/22/2012 GLASS TYPE (A) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +65.0 psf / -65.0 psf. SITE PRESSURE : +40.1 psf / -53.6 psf. E -37" X 50 5/8" LAWSON SERIES "7700" ALUMINUM SINGLE HUNG WINDOW (LMI) N.O.A. 12- 0127.16 EXPIRATION DATE : 12/27/2016 GLASS TYPE (2) GLASS (CLEAR) , FRAME (WHITE) DESIGN PRESSURE : +80.0 psf / -80.0 psf. SITE PRESSURE : +40.1 psf / -53.6 psf. MAY 22 2017 JCD ARCH ECT, Inc. JUAN C. DAVID " AA- 26001660. 1385 Coral Way, Suite 407 Miami, Florida 33146 Phone: (306) 285 -4343 Fax: (305) 286 -4330 Revisions ..U•••m • .•T U•••Z" • • 1-el•• 4 ID N •z cif W _ • • • ..... Z •';� Vi N • • •u ,, 2 •• • •• S. ct •• • • W 11 •0 O -) < (n © 0 n CC \0 0. O • • • • • • • • • • WINCAD GROUP, INC. 715 NE 79 STREET MIAMI, FLORIDA. 33138 PHONE : (786)256 -0428 FAX : (305)754 -0341 DATE: 05.22.12 SCALE: 1/8"-1' DWG. BY : E.P. JOB # :12 -033 Sheet No. 30F3 •