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WS-13-899 (2)Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type:UILDIN — S JOB ADDRESS: 395 NE 97 STREET -77:7 77 ,e+7f-% 3 [ail BY.................... FB0 Permit No. K;I5::�rol Master Permit No. City: _ _ Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-32060135800 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): B & L REALTY HOLDINGS, LLC Phone#: 305-519-6968 Address: 3900 NW 2ND AVENUE City: MIAMI State: FL zip: 33127 Tenanftzssee Name: NSA Phone#: Email: CONTRACTOR: Company Name: CONSTRUCTION, INC Phone#: -3® is -D }q, Address: 10725 SW 55 TERR 9 City: MIAMI State: FL Zip: 33165 Qualifier Name: ANDRES LEMUS Phone#: 3<_25-- State Certification or Registration #: CGC1511172 Certificate of Competency #: Contact Phone#: 305-219-3448 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $� l quare/Linear Footage of Work: Type of Work: DAddition OAlteration ONew X!Repai ODemolition Description of Work: CHANGE --EXISTING WINDOWS TO IMPACT SLIDING CLEAR VIEW WINDOWS 1 W N DO�-S 1cil�n w Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ , Structural Review $ TOTAL FEE NOW DUE $ X • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature wne or Agent The foregoing instrument was acknowledged before me this 23 day of APRIL 20 by MICHAEL BROMLEY who isrsonallp_ to a or who has produced ' 7 As identification and who did take an oath. NOTARY PUBLIC: Sign. k"'; f&g,0(. Print: RONNI BLANK My Commission Expires: APPROVED BY RONNI A BLANK MY COMMISSION # EE000673 'r f Signature Contractor The roregoing instrument was acknowledged before me this 23 day of APRIL Zp j3by ANDRES LEMUS who is personally kno to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: C Sign: � RON 1 A BLANK Print: RONNI B: 3 My Commission I x '° ° EXPIRES October 01, 2014 (40{ )'36`5 i;3 FlorfdaMomryServlce.com Zoning Clerk C ilk 2013RO 1L37"77 NOTICE OF COMMENCEMENT OR Bk 28646 Ps 11551 (Ips) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 05/24/21313 09.'59 *3 HARVEY RUVINP CLERK. OF COURT l MIAMI-DADE COUNTYY FLORIDA PERMIT NO. 0 1 TAX FOLIO NO.11-32N-013-woo LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 395 NE 87 STREET MIAMI SHORES, FL 33138 2. Description of improvement: CHANGE WINDOWS, REMODEL KITCHEN AND BATHS 3. Owner(s) name and address: B & L REALTY HOLDINGS, LLC 3900 NW 2 AVENUE MIAMI FL 33127 Interest in property: RESIDENTIAL Name and address of fee simple titleholder. B & L REALTY HOLDINGS, LLC 3900 NW 2 AVE MIAMI SHORES, FL 33127 4. Contractor's name and address: ACA CONSTRUCTION, INC 10725 SW 65 TER MIAMI FL 33165 Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ S. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the different date is specified) Sworn to and subsbe efore me this 2- day of 20 Notary Public: Print No My com ids My COMMISSION # EE00051 EXPIS October 01, 2014 Address: L �� -ion Desi nStar Loydalculat Resuhs are intended for use with Rheem Feat" and cooling s erns �9 Y� The NM Oew" of Oomtorp- I aiude; t.crngltude. 2- 7� d, =8C3g7'>;° Moisture grains 58 but i10 ......_......... n il:RI90:15,Nt1ALA1R AlJL=frOM 10 C��tlrit� l.r��tLr�����:{�►l' !use Information �._... .... ..... _ Heating infiltration (AGH) .:SHR.. .75. 1Vut ber'of -es rlen Summer ventilation Ceill'ng Height 9 Floor U -Value I R-mvalue 0,2 j 5 Ceiling tJWvalia l ZV4A We 19 Window U -value 0.5 777 Moisture grains 58 but i10 ......_......... Duct gain % 10 C��tlrit� l.r��tLr�����:{�►l' ��� �._... .... ..... _ Heating infiltration (AGH) 0.8 UVin•ter "v6it11ljUon Summer ventilation 0 I Moisture difference 58 Design temperature difference(IF) 20 15 Floor Inflir': Ceiling S fleating Loads Area duh % ,of load 20i VVihdo`Ws ytrnic-nq;L X115 : 9 Heating Loads 23.269 BTU/hr Floor Inflir': Ceiling S oolina Loads r • d q t AED Graph 30000 - ....._._.. ... ._._...._ I ' j S I 10000 Sam 9am 10am Ilam i 12pm 1pm 2pm 3pm 4pm Spm bpm 7pm Bpm i I i i — Hourly Loads — Average 'Lquipment selection. System equipment selection will be made using th' following derived values. Glass (E) 176 sq. ft. It - _.__ .w..__.. __ ....... Glass (N) 25 sq. ft. Summer Outdoor 90°F ulTttitel` 1J11t"Ob! . ... ...... .__.._ _ .. _. , .. _.. 7i1 Summer Indoor 75°F W rater Outdoor. 50`F 'U�linr indoor`: �fl�� Sensible: Cooling x,425 B h �u..+.....+:ni.c.w+.�.r ...Yw.•3.yir.•.._.«..."..:.t �..n...a�..a�.luuLa._..w. Via.+...w. ;.�\....,.u:r .._. .._..u._.n Reiquired Cr�oling A rflow; 2,t'7 FMI Fte+quired H.fing,1:ilo�nr.:. 2 Ofd .: AD calculations are bbsed upba appr`raved bat Industry standards and proc-edult s. and :complj+. alllocal; state and, federal code requin ents;AR carr�puted rest)Its are E' Pro l�rodticYprobided by' Energy I� sfgh " Syst0ris and Idea Free Certificate of Product Ratings AHRI Certified Reference Number: 3412482 Date: 4/25/2013 Product: Split System: Alr-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number.14AJM60 , Indoor Unit Model Number: RHLL-HM6024+RCSL-H*6024 Manufacturer: RHEEM MANUFACTURING COMPANY Trade/Srand name: RHEEM 14AJM SERIES Manufacturer responsible for the rating of this system combination is RHEEM MANUFACTURING COMPANY Rated as follows in accordance with AHRIStandard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, Independent, third party testing: Cooling Capacity (Btuh): 61500 EER Rating (Cooling): ! 12.50 SEER Rating (Cooling): 15.00 * Ra*W followed by an asterisk (*) Indicate a votunlary rerate of prWot* published data, unless accompanied with a WAS, which indicates an hnrolunbuy rerate. DISCLAIMER . ANN does not endorse the product(s) BMW on this CaMcate and makes no representations. warranties or gustarntbes as to, and assumes no resporsiblilly for, the produc4s) DsW on this'Cwdlicats. AHid expressly disclaims ON liability for damages of any kind arle ft out ofthe use or performance ofthe product(s), or the unauthorized atterstlon of data Rated on this Cetigcats. Certified ratings an valid only for models and undlons fisted In the directory at www.ahridlmctory erg. TERMS AND CONDITIONS This Carte and IIs contends are proprietary products ofAHRL This Certificate shag only be used for Individual, personal and confidential referemre Imo• The contents of this Certificate may riot, in whale or in part be reproduced; copied; dlssernhur d; entered hdo a computer database, or otherwise uttikoy In any form or manner or by aryl means, exeeld for tine user's ImUviduat personal and confidential reference. CERTIFICATE VERIFICATION The bnfonnadon for the model cited on this certificate can be verified at www.ahridimctwy org,Air-Condifloning, Heating, click on "t/ertfy Cartilics " link and enter the AHRI Certified Reterema Number and the date on&ANU which the ceiditcabe was Issued, which is Hated above, and the Certificate No., which Is hied below. No `® and Rehig@teflon Institute 02013 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130113814395707100 x. FXIMMS-ENGINEERI 21001-W'76 Street, .Hialeah, Florida 330.16 DING CODE, 20-10. t k ,iRob�rt S. Monsour, P. E. FI # 11955 / 000 E 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DA Y7,16 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls). Positive Ex osure C For the 175 m ht-3 PY EGORY 2 Height Maximum Height Maximum Effective Wind Area (offlob ea ' ` S uare Feet 60 10' 20 .30. 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40A 38.5 37.5 36.7 36A 35.7 20° 42.7 40.8 39.7 38.9 38.3 37.8 25 .-44.6* 42.6 41.5 40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 60. 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 =. Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Height Maximum Height Maximum Effective Wind Area or, Tri utary Area in Square, Feet .=1 A0 -1.29 -1.23 -1.19 -1.15 -1.13 10 20 30 40 50 60 -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 739.6 -39.1 . 20 -46.4 -44.4 .-43.3 -42.5 -41.9 -41.4` 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -60.1. -49.1 -48.4 -47.8- 60 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 F -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri buta t Area in Square Feet 10 20 30- 40 50 60 .=1 A0 -1.29 -1.23 -1.19 -1.15 -1.13 115 -54.1 -50'.4 -48.3 -46.8 45.6 -44.7. 20 -57.2 -;53.4,,. -51.1 -49.5 -48.3 -47.3 25 -59.8 -55;8 -53. *.-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 ..-51.5 , 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 NJU 60 -71.9 -67.0 -64.2 -62.2 -60.6 -5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is mall, but not less -than 46/o of least horizontal dimension or 3 ft. (h = mean roof height !A feet). NOTE: AN 8% REDUCTION OF THE (AADS SHOWN ABOVE MAY BE TAKEN FOR FLAT. ROOFS: KEY 1) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS -531/8 X 50 5/8 2) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS- 53 X 63 3) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS- 53 X 63 4) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS- 53 X 63 5) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 37 X 50 5/8 6) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS -531/8 X 50 5/8 7) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 37 X 50 5/8 8) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, OBSCURE 5/16 GLASS - 37 X 38 3/8 9) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, OBSCURE 5/16 GLASS - 26 % X 26 10) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, OBSCURE 5/16 GLASS - 37 X 38 3/8 11) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 74 X 50 5/8 12) EXISTING WINDOW TO REMAIN 13) EXISTING WINDOW TO REMAIN 14) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 531/8 X 50 5/8 15) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 53 X 63 16) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 53 X 63 17) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 53 X 63 18) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 531/8 X 38 3/8 19) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS -531/8 X 38 3/8 20) LAWSON 8700 IMPACT ROLLING WHITE, FULL VIEW, CLEAR 5/16 GLASS - 531/8 X 50 5/8 D C) (D"- s — FL' Ia- C)s1,41 '-I - SC)1%a rnc`r o�-,►-� rnG�t c--Cagtn Baa -r-- (::A, 9(- o "4,f V',A n .deftaloffis 1% r MIAMI-DADE AFR 3 dV000f &��'"�d°���� pIAMI-DADE C�[7NTY Y Up ;I; �jONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND RE l 1865 6AV6iraat�R2iig m AFFAIRS {PERA} Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T 6) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) PWW.mi id ov/ er 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 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 IIHS-8700 (Flange Frame)' Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, 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 and Small 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 expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or pr9cess. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #E 11-0705.10 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. MIAMI8DADE UNITY NOA No.12-0127..08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 3 f �q jr2 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI-10-3048, HETI-10 3049, HETI-10-3049I, HETI-10- 30509 HETI-i0-3051, HETI-10-3052B, HETI-10-30531 HETI-10-30569 HETI-10- 3057, HETI-10-31309 HETI-10 31319 HETI-10-3223, HETI-10-32241 HET-10;- 32255 ET-10=3225, HETI-10-3226 and HETI-10-3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 - 20370 HETI - 08 - 2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) Abu Jf 0 Manue .Pere Product Control Ex mi r NOA No. 12-0 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 I La*son Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowiNUED) 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 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/O1 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and, structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, 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. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteo PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" 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 May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring on 04/11/12. Manue Pere Product Control Exa in r NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 O Me N\` 0 B 61 c Q B B1� o p z O Me .01 X0 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A. At. R. & 91' REFER TO SHEET #3 3) FOR HORIZONTAL 4) REFER TO SHEET 8 CROSS-SECTION " REFER TO HEET ®4 OF to FOR DESIGN LOAD CHARTS NOTES. 00 N\` 0 B 61 c Q B 89 .01 X0 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A. At. R. & 91' REFER TO SHEET #3 3) FOR HORIZONTAL 4) REFER TO SHEET 8 CROSS-SECTION " REFER TO HEET ®4 OF to FOR DESIGN LOAD CHARTS NOTES. 00 0 XOX —Equal Lite (1/3-1/3-1/3) NOTES: 4REFER TO SHEET 2 OF 10 FOR IRSTAUATION ANCHOR DETAILS AND NOTES, FOR VERTICAL CROSS-SECTION DETAILS "A. At, B, & Bl" REFER TO SHEET F3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. &E' REFER. TO SHEET $8 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0@ General Notes: 0 l.) THIS WINDOW SYSTEM 4S DESIGNED ANp TESTED TO COMPLY WITH THE c Q B 89 o p z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT 'o y io In 0 XOX —Equal Lite (1/3-1/3-1/3) NOTES: 4REFER TO SHEET 2 OF 10 FOR IRSTAUATION ANCHOR DETAILS AND NOTES, FOR VERTICAL CROSS-SECTION DETAILS "A. At, B, & Bl" REFER TO SHEET F3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. &E' REFER. TO SHEET $8 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0@ General Notes: 0 l.) THIS WINDOW SYSTEM 4S DESIGNED ANp TESTED TO COMPLY WITH THE c Q REQUIREMENTS OF THE 2DIO FLORIDA BUILDING CODE INCLUDING HIGH o p z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT 'o y io In RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON o m o & .. C d j2. ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER Z m W (D.C.). AND AS TABULATED ON SHEETS 8, 7, or B. o p z 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND d TO BE REVIEWED BY BUILDING OFFICIALis FJ: 0.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #S. 7, or 8), AND FOR USE WITH DOUBLE GLAZE p� ` z $ LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHES'Ts @8, 7 or 8). j �a 8.) WINDOWS WITH GLASS TYPES 'A. C. OR G" INSTALLED ABOVE MT. 00� IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. IX 6 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OLC WINDOWS. ® F Z 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. "XOX" o 0 K �? 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE WINDOWS. s� 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST 8E PRESSURE TREATED AND ANCHORED Q t` °D (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g3. 4 & 8 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET $ B FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED S WINDOWS USING A MIAMI -DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT ETHE LOWER DESIGN PRESS= NTIRE MULLED SYSTEM. PROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE @@g gffiCC ° o PAINTED OR PLATED AND SHALL. MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE EqSD oo O UCrREVIS XOX — Un—Equal Lite (114-1/2-1/4)�oODmo OwiB< F ZZ two iI IN NOTES: - 2 ?� REFER TO SHEET 2 OF 10 FOR INSTAUATION ANCHOR DETAILS AND NOTES. DAA NO 2 FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B. & B1' REFER TO SHEET @3 -,Ofw- - Dato 17 3) FOR HORIZONTAL CROSS-SECTION DETAILS b. & E" REFER TO SHEET ®8 4) REFER TO SEINED' 7 OF 10 FOR DESIGN )AAD CHARTS AND NOTES, Mfami Pwdau SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS ST UNIT SIZE: 111" X 63" & MAUATION FASTENERS 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 10 AT RA. FRAME SRL. (14 AT FRAME SIU. IF DP ABOVE 70.0) S AT EA. FRAME JAMB +SEE GENERAL NOTE @3 & g4. r— 3/8' OVERALL FRAME WIDTH 3/8' INTERIOR FRAME WIDTH S' M 0 e 4 •� 0h 24 PRODUCE RBVISdD) aNF(otleB a�� kwC� o 1 n °° NLetO) Pry- y� D;; ci 8 81 AHSCpHMBER ppN�ATESRR. � j1 I. TVD ADDITION ALL�a RE�OUIRAED�_y_! W; • A MTE.:e� M' � AaNIAL AT MEETING RAILS FUNITS WITH AVA AS tWii�. BP ABOVE -74PSF .10! 7SPSF (4 TOTAL) P MNppTTFEgg _XOX" WINDOW EQUAL LITE i"SEE"'VERTICAL CROSS-SECTION DETAILS 'A. Al. B, A Bl' AT SHEET 13 TEST UNIT SIZE: 111" X 63" B• SEE HORIZONTAL CROSS-SECTION DETAILS. D. 6 E' AT SHEET OS BJBTAUAiI0" FASPENERS M< 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD III' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DQ#4. TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SIU.A Al FEQJ�DAT�ETWGa �tE3 (14 AT FRAME SBJ. IF DP OPr 44 1'OTDPAU (C) B AT EA. FRAME JAMBx,61 4' *SEE GENERAL NOTE 03 & TEST UNIT SIZE: 74" X 63'- INSTALLATION FASTENERS - (A) 8 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE '70.8 (a) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF OF ABOVE 70.0) (C) 6 AT EA FRAME JAMB t�p�L SEE GENERAL NOTE ®3 A: 14. Alt Com) V4• Cr. i� a • I e z+ a/e u.a ./h D 1--� ANCHOR NOTES, ���Xt7IppL�,S��� �� qL �pD�T pRE L SAME ANCHOR SPACM AT HEAD S SW. APPLIAED%V%SIL[C6NEANDD ARE AVA LABLE 2. TWO ADDITIONAL AFS REQUUMD T, �J AS OPTI@IAL. ABEDVTE� i� 7sP�sF is mTTAL) "XIX" WINDOW - UN -EQUAL LITE LLLIL - L SEE VERTICAL CROSS-SECTOIN DETAILS •A, Al. B, 8 HI• AT SHEET 03 & SEE HORIZONTAL CROSS-SECTION DETAILS K. D. 6 E• AT SHEET 45 74' OVERALL FRAME 73' INTERIOR FRAME 4 13 1/4. OC. ____/• y 1/4. OC ---q•------'F--p 131/4. O.C. c ANCHOR Ni ` L SAME ANCHOR B. TWO ADDITIONAL ANCHORS AT REQUIREDAT MEETING RAILS T13R UNITS AI. WITH AMVAtLRBL OPT G OP ABOVE e/- 78PSF t9 TOTAL)@� I.xo. WINDOW EQUAL LITE yB { "OX' REVERSED) LSEE VERTICAL CROSS-SECTION DETAILS 'A. AL B. A BI' AT SHEET 13 _ SEE HM20NTAL CROSS-SECTION DETAILS 'C, D. 8 E' AT SHEET 44 H SERIES -8700 HORIZONTAL SLIDING WINDOII' FLANGE FRAME ELEVATIONS — L.M.I. g �Nm �`st) 9gg 13 V4• D.C. 1 13 1/4. O.C. IMI'll O •� 13 V4• Q.C. PRODUCE RBVISdD) aNF(otleB a�� kwC� o 1 Byy*WiAIlOD DRIB 17 °° NLetO) Pry- y� IMI'll O I/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) •1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM MIIN. v 4. ,1/4• MAK. SHIM SPACE CTYP.) CLEAR SILICONE ADHESIVE —IQCOMPOUND 34 INTERIOR DATED GLASS STUCCO OVER METAL LATH MAILED TO 014 SMS. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO VMD TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 02 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. 1 2X EXT. GRADE PERIMETER I1.14* MAX. CAULKING NOT BY SHIM SPACE •LAWSON INDUSTRIES% (TYP.) TO BE APPLIED BY OTHERS 0 O �sd -Q (TYP.) EXTERIOR Al x� N Ca INTERIOR ALTERNATE DETAIL x — 4 MOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: I IN�FRAME FLANGE 20 THE ENTI E PERIMETER OF GRADE CAULK THROUGHOUT FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS IIN BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 04, 03, 6 0& BY OTHERS CTYPJ • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: :ts;r{{;;s+`r :::;{:• ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR :.SWM 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC., • WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) SPACE ' CTYPa PRomcTREVISBD ':;:.;:.e,:;i-ti"' Q •• •1 I/4' MIN... esCumldYingaIlhdwS*rMm '� • • .•... a EMBEDMENT • a tlultdOgCodo t • °• a 4. AcmpUBM No 4 A4 ° e.; a 4 4 DaLo `1 ° ••j 1 1/8' MIN.. By EDGE DISTANC M OPTIONAL SILL INSTALLATION DET®IL AT "XO or 0X" 0 O �sd -Q zz o x� N Ca x 1. ALL WOOD DUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS &TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP� 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED orno rrureu BY THE GLAZING SYSTEM B14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) R7 EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER KETAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) CUT BY LAWSON INDUSTRIES, INC_ O � E — EXT. GRADE PERIMETER CAULKING NUT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYP.) LOCK_ (LATCH AND SWEEP) OPTIONS I. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYIAN CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. .3. TWO (2) PACKS ARE REQUIRED PER EACH VENT. TED GLASS -SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR O 73' MAX. —WINDOW FRAME BUCK WIDTH - 74' MAX. —WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER 13F FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8'• SMMS ARE NOT REQUIRED, ANCHORS NOTE: ANCHORS TO BE 1;12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH'A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COW. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WOOD BUCKS 1/4' MAX. r ..• SHIM SPACE +.C• • A CTYP.) •1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET d2 . FOR MAX. FASTENER SPACING) Ix O PRODUCF REVISED .c nnlyigvftD»Fhdb Nl M # 12 X 1 3/4' S.M.S. PT. WOOD DUCKS- 1 1/4' MIN. WOOD EMBED (SEE ELEVAT113N AT SHEET B2 F13R MAX FASTENER SPACING) �•{•t « • d 1/4• MAX. 21 22 23 SHIM SPACE CLEAR SILICONE ADHESIVE �34 BEDDING COMPOUND (TYPE EXT. GRADE y CAULK --I I O O WINDOW INSTALTATION NOTES: 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 W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 112 SMS OR WD. SCREWS INT11 WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) a w ;;LAA�MINATED GLASS :J EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE PT. WOOD DUCKS- e I • 1/4' MAX SHIM SPACE �•{•t « • d r m tTYP.) 1/4• TAPCON W/ 1 1/4' ; t MIN. EMBEDMENT INTO CONC. Z (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING>Ir y B .4 17 1/4' MIN. MI;EDMEN ; a'. •o a 1 I/8' MIN. EDGE DISTANCE 'k'tdCa %•? n u EXT. GRADECAULK 744 PRODUCEREVISED Bat �y�with6toRlarlQe Codd Ayccaptanae� � r% Y IIi#eA Jamb I H & S 4 NAW 65.0 0 0 S I + psf I - psf + psf - psf + Psf - m g 70.0 70.0 80.0 80.0 80.0 80.0 M to o # 4 Z $ d C r� t � o a w 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 1 80.02 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 BOA 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70. 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 - - - - 70.0 70.0 80.0 80.0.0 80.0 0 8 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 1 80.0 80.0 11 37 1 58 5 1 4 1 65.0 1 65.0 1 65.0 1 65.0 1 70.0 70.0 1 70.0 1 70.0 1 eo'0 1 Rnn Rnn 1 Rnn 0 53.125 1 63 1 6 1 6 1 65.0 65.0 1 65.0 74 63 6 1 8 1 65.0 65.0 1 65.0 Notes �4�: _ 1.) SEE SHEEP 9 FOR GLAZING TYPES, DETAILS & SDdCONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A, B. C. & D") 3.) SIJ. WITH RISER ADAPTER ARE, FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.C. EXTERIOR LTTE SHALL BE TEMPERED. - 1 - 1 - I - tTODCCP ffitlt9t� os cmuplyt� tvitb the uiWmD Code � �� cceptevoe No . 20 SILL RISER - OPTIONAL /i EE �0tAPPLIED VITH SILICONE FOR DP ABOVE +70.0 PSF pig �! C+BOA DP MAX.) as n 6 O ©M■ C7 108 1 36 3 11 - - 52.0 60 48 4 7 70.0 75.0 70.0 72 48 4 7 70.0 75.0 70.0 84 48 4 8 - 52.0 96 48 4 10 52.0 108 48 4 11 - - 52.0 6o 60 5 7 1 52.0 72 60 5 7 52.0 84 60 5 8 52.0 96 80 5 10 52.0 108 60 5 11 - - 52.0 74 26 3 7 80.0 80.0 80.0 74 38.375 3 7 80.0 80.0 80.0 74 50.625 4 7 70.0 75.0 70.0 74 58 5 7 - - 52.0 74 63 5 7 52.0 79.5 26 3 9 - 52.0 79.5 38.375 4 9 52.0 79.5 50.625 4 9 52.0 79.5 58 5 9 52.0 79.5 63 5 9 52.0 106.25 26 3 11 52.0 106.25 38.375 4 11 52.0 106.25 50.625 4 11 1 52.0 106.25 58 5 11 52.0 106.25 63 5 11 52.0 111 26 3 11 52.0 111 38.375 4 11 52.0 111 50.625 4 11 52.0 111 1 58 1 5 1. 11 52.0 163 5 11 --57 0 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL. USED ON WINDOWS WITH +70.0 DP AND BELOW IR (WINDOWS WITH GLASS TYPES "A. B. C, & D") „ 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.D. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR IJTE SHALL BE TEMPERED. 52.0 80.0 1 + to va-�rl ��a c „ n � F "' m '^ e e o 09 _Z W = $ = e sa y w at o ~ a 0 z v d a w z o z N to x s r- Q 52.0 x e 2 o 5 g lass Ty e "P'(* 3 Glass T .L )e "G" . 2 + sf - Dsf + DO I - sf �i 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 to va-�rl ��a c „ n � F "' m '^ e e o 09 _Z W = $ = e sa y w at o ~ a 0 z v d a w z o z N to x s r- Q 52.0 x e 2 o 5 g lass Ty e "P'(* 3 Glass T .L )e "G" . 2 + sf - Dsf + DO I - sf 52.0 52.0 65.0 1 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 1 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 .75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 570- 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 0 SILL RISER - OPTIONAL Oroduot 1 % APPLIED WITH SILICONE 1 , iFOR IIP ABOVE +70.0 PSF tU,22 C+804 DP MAX.) i I ....__...:--- ::......- _--------_.__-.._.... .._ ..... DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with E uai Lite (1/3-1/3-1/3) + / -Pressures (PSO o �< FRAME SIZE #Jamb # H 8� S Glass Type "B" 2) Glass Type "C" (* 2 Glass Type "D" (* 2) Glass T e "E" (* 3) Glass Type "F" (* 3) Glass Type "G" r 2) c z WIDTH HEIGHT Anchors Anchors + psf . psf + po _ psf + psf - psf + psf - psf + psf . pof + psf - psf o 5; 60 24 3 7 80.0 60.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M m F• a s 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 60.0 80.0 65.0 75.0 65.0 75.0 52.0 52-0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i bye w 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 o z i r<, 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2 a c g 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 c5 o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z N 84 48 4 9 - - 52.0 520 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 S 60 60 5 7 - - 520 520 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75,0 65.0 75.0 52.0 52.0 65.0 -75-.0- 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0-- 75.0 '" m 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 c 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75,0 65.0 75.0 52.0 52,0 65.0 75.0 x 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65,0 75.0 52.0 520 65.0 75.0 ~ o 53.125 58 5 6 - - 520 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 0° 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 �j x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 I 74 50.625 4 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 520 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 Z 84 38.375 4 9 70.0 75.0 520 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _ 84 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 84 58 5 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 1 52.0 65.0 75.0 1 65.0 75.0 520 1 52.0 65.0 75.0 %11..�3�jj��ip Y Notes * ' 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES -A. B, C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F-) AND +00.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CLASS TYPES -A. C. OR G- INSTALLED ABOVE SOFT. onucr>t1sBd� . O,.••' °'•ri�jy°'oo BuildmgCcodo O O Accqftn0B No cl, Dy 20 SILL RISER - OPTIONAL * APPLIED WITH SILICONE A( Pta6rrUi I FOR DP ABOVE +70.0 PSF 1 i (+80.0 DP MAX) c °• •.• • e flflfl p� - IN THE -Z. THE I.C. EXTERIOR LITE SHALL HE TEMPERED. XOX -Equal Lite a 0 DSTAL BUTACITE PVB By, •Mpoe • LAMINATED CUM COMPOSITION- TYPE E TTBM OW188 D8EC86M'IOIP BBTAIL LANIWIYE DPSTON 1 t/B' MEaT-SiRENWITENED Q/15S _ 2 0.090' PLASTIC IMTERLaTER _ a Or 'SMUTIWSAfE 3 CAW HEAT-SiREINZTMT NED GLASS . Bp 'SOi.UTIa• LAMINATED CLAM COMPOSITION - TYPE P TIBMQ1a89 D86QNPPDON DBTALL Idl@IA78 I VB' ANNEALED GLASS - BUTACITE PVD E DOW PLASTIC INTER I AVER BY, 3 WB• ANNEALED GLASS " SCORE anto •, DOW COOONG 899 SCMNrE-MOREISAD 3731 TREMM SPECTRUM 2 p _r(T' SAFLE'BOLIlx PWB -BT1A• INSULALAMINATED I 1 p,60O•-it-_`II SCMNEE-AD 5731 TREIICO SPECTSPMT RID] D REM GLAZING DEPTH DEStON PRESSURE LIMITATIONS. OEM LAMINATED GLASS COMPOSITION - TYPE R IYBN GIA88 DUMPfTOM WIDTATB D TGl1 1 WD' ANNEALED GLASS .tn• 8 om PLASTIC WIEILLAYLR saFLE1WXEEPSAFE 3 W8• ANNEALED GLASS41410*01a• 4 W4' DMILATED AIR FACE DSTAL BUTACITE PVB By, •Mpoe • LAMINATED CUM COMPOSITION- TYPE E TTBM OW188 D8EC86M'IOIP BBTAIL LANIWIYE DPSTON 1 t/B' MEaT-SiRENWITENED Q/15S _ 2 0.090' PLASTIC IMTERLaTER _ a Or 'SMUTIWSAfE 3 CAW HEAT-SiREINZTMT NED GLASS . Bp 'SOi.UTIa• LAMINATED CLAM COMPOSITION - TYPE P TIBMQ1a89 D86QNPPDON DBTALL Idl@IA78 I VB' ANNEALED GLASS - BUTACITE PVD E DOW PLASTIC INTER I AVER BY, 3 WB• ANNEALED GLASS " SCORE anto •, DOW COOONG 899 SCMNrE-MOREISAD 3731 TREMM SPECTRUM 2 p _r(T' SAFLE'BOLIlx PWB -BT1A• INSULALAMINATED 0146618 CO DN PE C REM GIA88 DESCH0110M DEStON PRESSURE LIMITATIONS. OEM 14Wotax D I 1/8' aur PA GLASS 2 _ 1 FRAME SILL 2 aaw PLASTIC IMTERLAVER L-7701 .tn• PVE 3 IA• ANNEALED GLASS 1 FRAME FIXED MEETING RAIL = _ __ Bp •DIWONT• 4 W4' DMILATED AIR FACE 6063-T6 ALUMINUM -- - L-7707 5 WB' ANNEALED GLASS 00 7 ANO' 1 FRAME VENT JAMB .Ws -I P B TT Or WPDNT• A DU WINDOWS WITH GLASS TYPES •A, C. OR W INSTALLED ABOVE 30F7. IN THE HVHZ, TME I.G. EXTERIOR LITE SHALL BE TEMPERED. ALUMINUM MILLION E 12 x3/4• SJLS. FLAT HEAD, PHILLIPS. SEE MULLION APPROVALS fOR (SEE IIEVAT10N AT Si1EET B2 IUILLION TYPE. SEE AND MAx. FDR MA74 FASTENER SPACING AN DEStON PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) (ALUM. 0.078• MM. THICK) I FRAME HEAD 6063-T6 ALUMINUM EXTERIOR GRADE �WtNOOW FRAME PERIMETER CAULKING EXTERIOR FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE. SEE AND MAX DESIGN PRESSURE LDATATWNS. NOTE: THE LOWER PRESSURES OF THE WOMOW OR MULL SHALL GOVERN 1/4• MAX. g 12 S.D.S. X 1. 1/4' L. {p-- SHIN (SEE BZMTXM AT SHEET 12 1INTERIOR FOR AOL FASTS SPACING) PERIMETER ---f L- IWNI W FRAME NOTE - SEALANT EXTERIOR t' ALL ALUM. TTOR� PaNT o ORI:TH TED. 2. METAL STRUCTURES: A) STEEL : Fy = . KSI AMU. (STEEL 18 GA. MBV. THK:K -0.048, B) ALUMINUM : 6063 -TD MIN. (ALN. 0.078' IRM. THI(K) E1 METAL STRUCTURE ATTACHMENT DETAIL as yh*-aimpbrlaa 3�_vd_ f slildnaton / HS -6700 FLANGE FRAME WINDOW HILL OF MATERIALS ITER 0 PART g REQD. DESCRIPTION REMARKS 1 L-7703 I FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 6 - L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063 -TS ALUMINUM to L-8705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUM" -11 L-7708 AS RED'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS -006 AS REO'D., FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. .PHILLIPS .13 FS -040 AS READ. INSTALLATION SCREWS 814 SMS FH./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB #3033 25 PWS -003 AS REWD. FIN SEAL WEATHERSTRIP .187• w x 230• h 16 PWS -DOS AS REQ'D. FIN SEAL WEATHERSTRIP .187• w x .330' h 17 PVS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187• w x .310' h 18 L-7711 AS REWD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PVS-001 AS REQ•D. PILE @ GLAZING BEAD .187• e x .150• h 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063 -TS ALUM.- 13PTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 M 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4• PH./PHIL. 26.1 HC -044-1 2 WEEP FLAP I. BAFFLE 262 HC- 1 X WEEP OPEN CELL FOAM PAD I/2' X 1/2• X 2' L 27 HC -040-1 2 SASH ROLLER & HOUSING K 28 HC -026-1 I SCREEN FRAME & MESH x 29 x 1 ATTACHMENT SCREW R CLIP 08 X- 5/8' S.D.S. 30 MC -058-1 2 VENT SWEEP LATCH KOLDED NYLON 31- MC -09-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T3 ALUMINIUM x 2 LAMINATED GLASS See Details R LAL of sheet 9 ■ AS REO'D. GLAZING SILICONE See Betas R L.N. of sheet 9 F37 OPTIONAL AS REWD. COLONIAL FALSE MUNTIN ALUMIMUM SM -5504 AS REO'D. JOINT SEALANT r x ASRE(YA PERIMETER ACRYLIC CAULK OS! POLYSEAMSEAL as yh*-aimpbrlaa 3�_vd_ f slildnaton / R Ek U. 0 a M B o QOM � ppg 2 C3 z G 0 D x mIa � to 2 z a O F.1 O 4 0 N C RRAA C R Ek U. 0 FRAME HEAR L-7703 ���� FRAME FIXER JAMB L-7701 SILL TRACK L-8702 \J y O FIso a93 \• FRAME TOP CORNER m c j 3 .844 t les o m m p of V d � q o - os2 1.439—! 2.631 SILL RETAINING CLIP L-8708 i A ? t7 VENT Tor+ RAT eyF_ FRAME HGeAHf'n z W x R q J LT a6E ( � O a FRAME SILL L-8701 FRAME VENT JAMB L-8703 FRAME BOTTOM CORNE x VENT iOP CORNER FmuE uEEinuo Raa ~ yq a e374 24 43 VENT SPRING LATCH L-7838 t e3.a VENT _�M \, FRAME SIL \ RMI. •\ tY�i er N 6 c q a x o yEeR LOCK RetLzs q, I co x 69a 1 I'' j e� 88 ffi & VENT INTERLOCK RAIL L-7703 FIXED MEETING RAIL L-7704 VEND TOP/BOTTOM RAIL L-7707 O A62 © O d ROTmu ana I FRea.SE SILL / MEETI+4 RAIL Fae.E ani .o6E 2.06E Eer ' ale L375-1 VENT BOTTOM CORNER j, d I ta7s--i FRAME & SASH CORNER ASSEMBLY DETAILS a LL 1G BEAD -77 SILL RISER ADAPTER`*...:�t3���j���i ppppgplOpH+p��i b VENT JAMB RAIL L-7708 SILL ANCHOR CLIP L-8830 2aoo 1.430 32 aes y94 L-7GLAZINGBEAR 78 1 i 18 .D� 20 � w pROpuLT R6VlSE0 aTcomdYMB�UroPioTida ,, StdlclivBC m C I d DBE .OSD .BSO NO 17 °, BB�gBBis a f.233 M P�a 9p�ppp F C hoc)/ -�:w JAL - NIaM`• MIAMI -DADS COUNTY . PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.mlamidade.sovtpera/ F.P.G. Wholesale,, Inc. 7190 Coral Way Miami, FL 33155 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 Countyyand/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: Series "Condoor Impact" 810" Outswing Glazed Wood French Door w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W09-29, titled "Series Out -Swing Wood Patio Door.(L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Section 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 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 ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, user, 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 No. 10--0503.02 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 Heelmy A. Makar, P. E., M. S. 10- W Al/� NOA No.12-0514.21 �r �Expiration Date: August 25, 2015 / Approval Date: July 05, 2012 Page 1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, (Submitted wader previous NOA No.10-0503.02) 2. Drawing No. W09-29, titled "Series Out -Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI-09- 2501,HETI--08=2119A, HETI-08-2119B and HETI-08-2172, dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 10-0503.02) C. CALCULATIONS 1. Anchor verification calculations and. structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 05/08/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. NUTERIAL*CERTIFICATIONS 1. Notice of Acceptance No. 084709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Al Farooq Corporation, dated 04/25/12, signed and sealed by Javad Ahmad, P. E. HlWyA.Makar, P. E., M. S. PERA, Product Control Unit Supervisor NOA No. 12-0514.21 Expiration Date: August 25, 2015 Approval Date: July 05, 2012 E-1 F.P.G. Wholesale. Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 1. Laboratory compliance letter for Test Reports No.'s HET149-2501; HET148-2119A, HETI--08-2119B and HETI48-2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 10-003.02) G. OTHERS 1. Notice of Acceptance No. 10-0503.08, issued to F.P.G. Wholesale, Inc. for their Series "Impact 81011 Outswing Glazed Wood French Door w/ wo Sidelites -- L.ALL", approved on 08/25/10 and expiring on 08/25/15. my A. Maker, P. E., M. S. PERA, Product Control Unit Supervisor NOA No. 12-0514.21 Expiration Date: August 25, 2015 Approval Date: July 05, 2012 E-2 FALSE MUNTINS MAY BE USED BOLT LENGTHS 96' LEAF HT. + 42' LONG �84' IEAF HT. + 30' LONG 8G' LEAF HT. 26' LONG MAX. 1/STLL _M CEAM SH BOLI 37 3/4' MAX. OUT -SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WTTHOUT SIDEUTES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WAD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL.—EVATIONc THESE DOORS/SiDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUiRED. I THE APPROWED PRODUCTS NOTED HEREIN ARE DOM FROM PRESRVATAM TREATMENT PER 2326.2.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES USTED AS 'DURABLE'. THE SPECIFIC PRODUCES HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA UWM AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. 4mU to O P mlo o z a %ofl z 0Ir U p W n �yp� asr 11mw1� IZ-USt4.2 t i S @ DY LAM. INSUL,GLASS SOLID WOOD INSERTS < m LARGE MISSILE IMPACT y FLA" PC 0"70992 i Y ' CAN. 3839 •- � ,,��{{ drawing no. W09-29 Bh�t 1 of $ SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY - PSF LEA: WIDTH FT./IN. LEAF HEIGHT FT./N. GLAZING TYPES 'A', 'B', 'C' OR '0' EXI'. (+) INT. (-) 2/0 2/8 3/0 8/0 80.0 80.0 80.0 80.0 80.0 80.0 KING 995 TEMP. GLASS 0.10" INTERLAYER SMTW-PLUS 0 BY 'GIASSLAM' 1/8" TEMP. CLASS 3/8' AIR SPACE 1/8' TEMP. GLASS 8/0 80.0 80.0 BOA 80.0 80.0 80.0 BD LONG BRAD NOTE: 1" FROM ENDS 9 i BASED ON ASTM E1300-04 (3 SEC. GUSTS) & 3' O.C. MAX. LEAF LEAF LEAs' YADTH I WIDTH WIDTH g \ STATIONARY PANEL (0) OR DOORS WITH SIDBIMS DESIGN LOAD CAPACITY - PSF waW (W) FL/IN. LEAF HEIGHT FT./W. GLAZING TYPES 'A', V. 'C' OR b' 3/8" AIR SPACE 2/0 2/8 3/0 8/0 80.0 80.0 BOA 80.0 80.0 80.0 CORNING 984 1/8' TEMP. GLASS 0.10' INTERLAYER SAFELY -PLUS 0 BY 'GLASSLA6Y 3/18' TEMP, GLASS 3/8" AIR SPACE 1/8' TEMP. CLASS pp B�RAOX 1-3/4- LANGNAILS F 1" FROM ENDS & 3" O.C. MAX n KING 995 j TEMP. GLASS 0.10" NTERLAYER SAFETY -PLUS 0 BY 'OLA5SLAM' 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. CLASS x xx 1' FROM ENDS 9 — 4 M m NOTE: GLASS CAPACITIES ON THIS SHEET ARE ORIN� XX10 GLAZING TYPES 8D X 1-3 $ LONG A. 'S' OR 'C BRAD MLAO BASED ON ASTM E1300-04 (3 SEC. GUSTS) o U . •• AND FLORIDA BUILDING COMMISSION 0Lin DECLARATORY STATEMENT DCA05-DEC-219 CORNING 984 1/8' TEMP. GLASS 0.10' INTERLAYER SAFELY -PLUS 0 BY 'GLASSLA6Y 3/18' TEMP, GLASS 3/8" AIR SPACE 1/8' TEMP. CLASS pp B�RAOX 1-3/4- LANGNAILS F 1" FROM ENDS & 3" O.C. MAX n KING 995 j TEMP. GLASS 0.10" NTERLAYER SAFETY -PLUS 0 BY 'OLA5SLAM' 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. CLASS 80 X 1-8/4' LONG BRAD KAI z 1' FROM ENDS 9 — 4 M m & 3' O.C. MAX 'a MOLDING iWIT--jI T T- WI -1 �I la. Wt W2 Wt W1 W2 aQ WIDTH (W) o W1 + W2 (FGR DOORS WRH SIDEUTES) 2 '' tr 1 a � 0 D — 4 M m 0� ORIN� XX10 GLAZING TYPES 8D X 1-3 $ LONG A. 'S' OR 'C BRAD MLAO Z I o U . •• & FROM MAX ENDS 80 X 1-3/4' LANG BRAD NAILS 0Lin D. 5i 1' FROM ENDS �_� O.C. MAX, �l /r ` f ` `' 00 J~ OYSEAM ACRYLIC ACRYLIC i 'r P EAM ACRYLIC 00 r r Lil y„r GLAZING TYPE 'AGLAZING TYPE 'B' GLAZING TYPE 'f PRODS Rgylggp GLAZING TYPE 'D' 1" OVERALL THIGOJFSS I' OVERALL THICKNESS 1° OYBWL T}ICom° 00 WOOD INSET OP= t Md Lm "02 GLAZING OPTIONS MAX. AREA OF GLASS TYPES 'A' OR 'B'......13.0 SQ. FT. MAX. AREA OF GLASS TYPE 'C .....................10.4 SQ. FT. MAX. AREA OF WOOD INSET ..........................13.0 SQ. FT. 998 GLASS WITHIN WOOD INSET OPTION I�IFI'Iml I 1 FlA PEmL 78582 -W09-29 11 LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSER ARE ALSO ALLOWED. MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS .........................5-1/2" LOCK AND HINGE STILES ........................5-1/2" INTERMEDIATE STILES ...............................5-1/2" FM PE &'Tw CAX SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESI&&*pA"ITy- No W09-29 UAV ft d mm (shoot 3 of 8 BOLT SUPPORT AT ALUM STRAP FASTENED HW/SILL ALUM STRIKE PLATE POLYURETHANE BRACKET EMBEDED IN WOOD WITH GLUE TYPICAL ANCHORS SEE ELEV. 1�. TYPICAL ANCHOR FOR SPACNO SEE ELEV. METAL TYPiCAy. ANCHORS W� BUCK OR SPACING STRUCTURE SEE V 1 (2) 88 X 1-1/4" SMS SPACING FOR sPacwc rs� oga IN 13 MIAMI-DADE COUNTY APPROVED M < 6 MULLION & MULLION ANCHORS SEE SEPARATE NDA 1. W TYPIC ANCFAM T SEE .._ 08 X 2' FH SMS 4' FOR SPACING •: �.� AT 3-1/2' FROM ENDS AND 16' O.C. MAX. i TYPICAL ANCHORS SEE EI.EY. is FOR SPACPIG S I II v 1 WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O AND TRANSFER THEM TO THE BUILDING STRUCTURE. $ $ i TYPICAL_ ANCHORS: SEE Eum FOR SPACING 4" DIA, TAPCONBY 'ITW (Fw120 KSI, Fyo92 K51) s �1/4" DHA. ULTRACON BY 'ELCO' (Fu -177 KSI. Fy-155 M) o $ t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 2 0 8 SSURWF EE S#EET 1 1-1/2" MIN. PENETRATION INTO WOOD z � O ice „ THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 5 a:@ 1 y p LLn� t \\ L•i DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) S`& INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. d 1/n INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) C IA P t`1 98 X Y FH SMS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 3-1/2" FROM ENDS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �• AND 15" O.C. MAX. 3 • �r ' TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. 3 _ r - _f INTO WOOD STRUCTURE ® 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. o 4 % ^ 1 13 CONCRETE AT HEAD, SILL OR JAMBS PC . 3000 PSI ON. e a m 1 PR,,O...,,Dw..U...AAC,,7.RSVISBDC-90 HOLLOW/FULLED BLACK AT JAMBS Pm . 2000 PSI MIN. $ :. 6 Gt�'�n�e� t 0.0.�,v�v,ry..�•M,.l.u8wl61dmNi�artdra En - .Ily 0M AHMAa �""O K:0N - �A1L -0614-V � !. B ! I ' No {6 ` V aA.N.. JiJO%B8A2 Lit jk: a0 8 ° a ° ° drawing no. �O 9—G� SEE TYPICAL ANCHORS ELEV. FOR SPAgNG P'YURETHANE GLUE ANCHORS ELEV. FOR SPACMG DOOR UNITS SIDELITE UNITS MAYA 2012 sW0 4 of g TYPICAL ANCHORS1 © 6D X 1-3 4` LONG O NAaS WOW SCREWS IN PAIRS SEE ELEV. AT 12° O.C. MAX. AT3/8` FROMAT EACH�ENDS FOR SPACING ACTIVE F AND 2° O.C. MAX. INACTIVE TRAP z 9, 8 =77 77. 2 2 a z yJ 13 t0 WOW SCREWS X1 8 1/2` MPI. D.L OPQ. AT 15-3/4" FROM ENDS MET WIDTH ilia AND 8" O.C. MAX. LEAF WIDTH EXTERIOR - LEAF WIDTH J 1/4° MAX, FRAME WIDTH pK c°e SHIM o V St Z a N TYPICAL ANCHORS 1 O O o AQ M FOR �ACINO ACTIVE LEAF INACTIVE LEAF 0 9 ,., 1 z 00 Cl 0. p 77 �r g$ 18Y. W000 BUCK ti 13 51/2 SEE Rau WIDTH ` MIN. INWIDTH $ 1/2` MIN. LEAF WmTH EXTERIOR m LEAF WIDTH Is Cam 1/4" MAX. FRAME WIDTH SH W Eqr. MMD AIAW°o rrtonvcTltevlseD � 'F�e709�2 � �. eeomopl adWUreFtmida � .� $ A���Dmo O/H�ii drawing no. MAY 0 2012 W09-29 cheat $ of I �aP o oilm l ANCHORS SEE ELEV FOR SPACING O3-1/2' �8 X 2` FN SMS 1/4' X 2-1/4' RW TAPCONS O At1. AT 3° FROM ENDS 1 AT 5-3/4' FROM ENDS1 1 PrQ 14-1/4' O.0 : MAX. AND tY O.C. MAX. #S X 3/4' FH SMS IN PAIRS AT 1' FROM ENDS $ 10-1/2' O.C. chi C r -• � Z Bg i7 WOOD BUCK • tl, �.` r j % i' ` `•�\ ` - - I a a 2 POLYURETHANE 2 EXTEI2IOA 2 C� GLUE s 1/2' MPL o.L Om S 1/2` WN. 5 1/2- MIH. D.L Om LEAF WtWH LEAF WIDTH 1/4' MAX. FRAME WIDTH SHIM SILXXXVE ?�e DOW CORNING 785 q $ M o _ -06 RA. PE � a m I yg Eign, VADp.. •o yQ CA.N. 705221 i BB �plylpgI+lorWa V � '� 1-, Ism, D drawing no. W09-29 ' -MAY 0 202 wheel a o1 e 9.250 .890 .� 1.2501.790 •I� 482 3.140 b---5.900 O FRAME HEAD/JAMB 12. INTERMEDIATE STILE 0 TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDEUI'E STILE 1.790 9900 �' —4 I°TOP & BOTTOM RAIL HINGE & LACK STILE/SIDEUTE STILE 1.8193 .819 OO GLAZING BEAD ® ASTRAGAL 1.780 .375 .280 O ASTRAGAL IMT. COVER .278 -«�I .000 W - t0 ASTRAGAL EXT. COVER MW ¢ PART # 4.825 DESCRIPTION KATBML KANF./BUPPTdER/RBMARBS • �V 1.820 osa L .200 O SILL AVER 8083-T5 AS REQ% 1.8193 .819 OO GLAZING BEAD ® ASTRAGAL 1.780 .375 .280 O ASTRAGAL IMT. COVER .278 -«�I .000 W - t0 ASTRAGAL EXT. COVER MW ¢ PART # RIM. DESCRIPTION KATBML KANF./BUPPTdER/RBMARBS • �V 1 - 3/ DOOR FRAME HEAD/JAMB WOOD - 2 - AS REQ% TOP & BQTTOM RAIL/NINGE & LOCK S TILE/SIDEUTE STILE WOOD - y1 _ r Q M 3 - AS REOD, ALTEIMTE TOP & 807TOM RAIVNINGE & LCCK SRLE/S0E= STILE WOOD - O F. 4 - 1 SILL COVER ALUMINUM - Z RRR 5 - 1 SILL FILLER WOOD - �+ 8 - i I FRAME SILL WOOD - c� 7 - AS RM. GLAZING DEAD WOOD - } 8 - 1 ASTRAGAL PLYWOOD AD MARINE GRADE 13 PLY S - 1 ASTRAGAL INMOR COVER WOOD 10 - - ASTRAGAL EXTERIOR COVER WOOD - Q� 12 - AS REQm INTERMEDIATE sru WOOD oo 13 $44 4/ LEAF HINGE STEEL OR ST/SF DELTANA 14 /10 K 3' 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD I - I - LL is QEtIM890AS READ. I FRAME WEATHERSTRIPPING Q-LON I PVC I SCHLEM gg� WOOD OPTIONS 1- SOUTHERN CHERRY as 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- WHITE OAT( 8- YLSQUERO SPECIFIC CRtAVITY a 090 MIN. (E=1,400.000) ^ , p GRADE - 2 MIN. MOISTURE CONTENT = 12X MAX. g O y1 _ r Q M SEALANT: 8 Sae a n _4000 FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. E FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND LISM. z O 0- •T I I U . HINGE aa.: rn HINGES: 4" X 4' X .130" THKv �i 4 PER LEAF AT 9-3/4" FROM EACH END 0 4 n 2 0 I ' I aaoo II 1 t II 11 13 .13' THK. STEEL HINGE $WALIAROH SCREWS TO PANEL• (4) 012 X 1-1/4' FM SMS TO FRAME: (2) #12 X 3/4' FM SMS IN INNER HOLES (2) 1/4' X 2-1/4' FH TAPCON IN CUTER HOLES I Less ®SILL FILLER O FRAME SII t WOOD W000 .__ AND 28-1/2' O.C. MAX. CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 38" FROM BOTTOM, DEAD BOLT AT 42' FROM BOTTOM OPTION 1 - EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8' THROW AT TOP & BOTTOM OF INACTIVE LEAF. 1 !Q droving no. W09-29 14 8' X 8/8' WOOD DOWEL INTERI 14 S" X 8/8" W000 DOWEL �. � r t Is ti F J Ix g a a 01. in J. 3 0y{ C:O LL X n drovring no. c� f� zl- ° NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI008080.01 1955 Powis Road Certification Date: 06/02/2007 West Chicago, IL 60185 Expiration Date: 05/31/2015 Revision Date: 12/09/2011 �m Product: Metal -Edge :Steel Impact Glazed Inswing orCutswi g Doornd w/�act aRate Sidelites (w/Wood Frame unless notal) Specifications Tested To: ASTM E330/TAS 201/202/203 Impact Rating: Large Missile Impact Rated The `Notice of Product Certification" Is only valid If the NAMI Certification Label has been applied to the product as described within this document, The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertircation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Glazed or Maximum Design Pressure Water Test Pressure Missile Impact Test Report Number Drawing Number & outswing Opaque Size Pos/Neg Rated Comments X I/S Glazed 3'0" x 6'8" +50.5/-55.0 2.86 psf Yes NCrL-210-3431-1 Single Maximum Panel Size: 3'0"x 6'8" Anchor Details-MA-FL0174-07 X Single O/S Glazed 3'0" x 6'8" +55.0/-50.5 6.0 psf 8.25 psf* Yes NCTL-210-3431-1 Maximum Panel Size: 3'0" x 61" Anchor Details-MA-FL0174-07 XX I/S Glazed 6'0" x 6'8" +50.5/-55.0 2.86 psf Yes NCrL-210-3431-1 Double Maximum Panel Size: 3'0" x 61" Anchor Details-MA-FL0174-07 XX O/S Glazed 610" x 6'8" +55.01-50.5 6.0 psf Yes NC1'L-210-3431-1 Double 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0174-07 XO/OX I/S Glazed Door 600" x 618" +50.51-55.0 2.86 psf Door -Yes NCfL-210-3431-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0174-07 XO/OX O/S Glazed Door 6'0" x 6'8" +55.01-50.5 6.0 psf Door -Yes NCrL-210-3431-1 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details -MA -171.0174-07 OXO I/S Glazed Door 910" x 6'8" +50.51-55.0 2.86 psf Door -Yes NCl'L-210-3431-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel size: 3'0" x 6'8" Anchor Details-MA-FLo174-07 OXO O/S Glazed Door " 910" x 698" +55.01-50.5 6.0 psf Door -Yes NCTL,-210.3431-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Mum Panel Size: 3V x 6'8" Anchor Details-MA-FL0174-07 OXXO I/S Glazed Doors 12'0" x 6'8" +50.5/-55.0 2.86 psf Doors -Yes Neil. -210-3431-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0174-07 OXXO O/S Glazed Doors 12'0" x 618" +55.01-50.5 6.0 psf Doon-Yes NCTL-210-343 1 -1 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes I Maxim el Size: 3'0"x 6'8" Anc ds-MA-FL4174-07 *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highwa es, V 23072 Tel: (804) 684-5124 Fax: (804) 6845122 NAMI AUTHORIZED SIGNATURE: t �� cr a METAL-EDGE STEEL DOOR UNIT 6' 8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES p c =I 2 � O � U GENERAL NOTES z 1. EVALUATED FOR USE IN LOCATIONS ADHERING TD In U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z 0) 1.- D � DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, `- (/) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Q � 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. �c 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. a. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL:',3 TEST DESCRIPTION DESIGNATION RESULT } ¢ $ SELF IGNITION TEMP ASTM D1929 740 'F > 650 RATE OF BURNING ASTM D635 0.77 IN IN SMOKE DENSITY ASTM D2843 13.4% r TENSILE STRENGTH' ASTM D638 7.50% DIFF $ ` COMPARATIVE TENSILE STRENGTH AFTER WEATHERING O 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIOEUTES a a AddlM1 nbwm m 6atw � z z 0 N • e e 8 6 O SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UMT ANGLE DOOR UNIT SINGLE DOOR UNIT W/SIOELI7E5 DOUBLE DOGR UNIT WISIDELITES WITH SIDELITE W177! StDELITE Z WHERE WATER INFILTRATION PERFORMANCE IS Onre 6 i/07 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE SHEET # DESCRIPTION CO FlG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* / . SCALA:, N.T.S. X 37.5 +50.5 -55.0 +55.0 - .5 +19. -19.0 +40.0 -40.0 +55.0 -50.5 DWG. BY: SINS 1 TYPICAL ELEVATIONS & GENERAL. NOTES - XX 74 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50. 5 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 �' 3 ANCHORING LOCATIONS &DETAILS OXO 112.5 +50.5 -55.0 +55.0 -50.5 +19.0 -1 .0 +41" KURT RALTHAZOR DRAW*+ am.: XX 14 +50.5 -55.0 +55.0 -50. +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. DWO-4M-FLO174-07 • ` High Dam Threshold Design 1156533 SH¢er 1 of 3 149" MAX. OVERALL FRAME MOTH 2i" MAX 36.375" MAX Q.L.O. --- PANEL WIDTH -- 37.5" MAX. FSE WIDTH W/ASTRAGAL ao � ' 6"3" SEE DETAIL 3. 3" -1 � 0 3'"E" C 3 f, SEE DETAIL "C" k I I I 6" 6" s' — 6" e O1 a _ 6. 6" _ I II 6" 1 6' q 3" � 6` SEE DETAIL F - /18 x 5/8" #8 x 2-1/2" #10 x 2-1/2„ #8 x 2-1/2" #10 x 1/2" 0 #10 x 5/8" #10 x 1/2" #10 x 2-1/2" DETAIL "C" DETAIL "D" J J—,. 6 l:•6 m _ w <r a SEE DETAIL D. 0 0 w rr i0 #8 x 2-1/2" DETAIL "E„ ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124' ANNEALED - 0.090" SAFLEX III: (NOA 09-0127.13) — 0.124- ANNEALED — 6" EE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH Qi FOR A 1.375" THROW DETAIL "F" ASTRAGAL �-.—DEGORAIIVE 01SERT }-� (OPTIONAL) MP "'�'—.0124' TEMP. 0.9621DOW OR EQUAAL '• ;° OR EQUAL Ad bWMA SCALE: N.T.S. 1.375" 1.75"E�jR 1.047";i Dwc st: SWS T T T , c,K. 9I: TYPICAL GLAZING DETAIL ORAWINO NO.: INSWING THR SF HOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS DWG-MA-FLOT74 • SHEET 2 OF 3 SEE DETAIL 'C" SHT. 2 R 3" -� 1- 6p3 I I r. P6tl c --1 �— 31 V na SEE DETAIL "D' SHT. 2 w 0 c ((G>— i0 o ui ATTACHMENT DETAIL II 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED SIGNED AND SEALED BY LUIS R. LOMAS, PE io (FLORIDA #62514) WITH THE LOWEST (LEAST) 4" X 4" FULL MORTISE BUTT HINGES. FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" J W W B 1 II SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN B II I o: _0.25' LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM cL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT` OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB 4. MINIMUM, DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I tllt( II II I SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED io 2. 4" X 4" FULL MORTISE BUTT HINGES. W a J W W B 1 II G H it 11 B II I o: 6" n 6" ueanwnac crprnI II r 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED AT 5-1/2" CENTERLINE: 2. 4" X 4" FULL MORTISE BUTT HINGES. N.T.S. By: sws 9* NG NO.: -M4-FLO174-07 3 OF 3 Luis P. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Product. Double Door with sidelites 121x6'8" scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FL0140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation In wood frame substrates. 2. 3/16" ITW Tapson, for masonry Installation Anchor capacity /n shear condl8on: Fastener type: #10 wood screw (NDS 2005,11.3) Load Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t"= 1.000 in Main member thickness: t,"= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F. = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor 6.00 Mode IV Fastener type: 3/16" rrW Tapcon N.O.A. 07-1126.10 A3 Substrate: Hallow block 463 N/A Minimum embedment: 1.25 in 171 3 154 1 OK Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualffy anchors with higher capacity. Anchor ca/cu/at/om minimum reautred anchors Double, pressure against stops with bump threshold: 36.38 36.38 Design pressure: 60.0 psf M 79.25 72.75 1 of 4 Zone Area (ft)abs) Load Xnd. (in) Max. O.C. 0"' Anchor Result Cap. Land abs) abs) AI 2.3 138 N/A N/A 171 1 138 OK Az 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 1 OK 0�`r// 5i*= TAT OF tv� ..�.t*16'. jORt�a•s Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Florida Building Code Online Pagel of 3 D SCIS Home I Log In � User Registration j Hot Topics j Submit Surcharge ( Stats & Fads ; Publications j FBC Staff � BCIS Site Map � Links � Search �(}�aFs 3 Bus'nes Pro I al Product Approval USER: Public User Regulation �Product Approval Menu > Product or Application Search > Application Llst > Application Detail x FL # FL8959-112 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@ masonite. com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A hq://www.flori&builcling.org/pr/pr app_dtl.aspx?pa=--wGEVXQwtDgtffHjomu3L8Yf... 5/28/2013 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 03/04/2012 03/11/2012 03/14/2012 Page 2 of 3 Summary of Products FL # IModell, Number or Name Description 8959.1 Metal -edge Steel Side -hinged 6'-8" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0174.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL8959 R2 AE 502A.Ddf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system Is NOT required. See detail DWG-MA-FLO174-07 for additional information. 8959.2 Metal -edge Steel Side -Hinged 6'-8" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites Llmits of Use Certlflcatlon Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the FL8959 R2 II FL0174.0df Florida Building Code Including the High Velocity Verifled By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL8959 R2 AE 502A.odf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional Information. 8959.3 Metal -edge Steel Side -Hinged 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0176.odf Florida Building Code Including the High Velocity Verifled By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL8959 R2 AE 501A.odf large missile Impact resistance is required, Created by Independent Third Party: Yes IWhen hurricane protective system is NOT required. See detail DWG-MA-FLO176-08 for additional Information. 8959.4 Metal -edge Steel Side -Hinged 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL8959 R2 II FL0176.odf Florida Building Code Including the High Velocity Verifled By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL8959 R2 AE 501A.Ddf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG -MA -1`1_0176-08 for additional Information. http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtffHjomu3L8Yf... 5/28/2013 Florida Building Code Online Page 3 of 3 � eack Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick _here . Product Approval Accepts: NE WIN RR M �t^ez�if" f ar+i SAFE http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtffHjomu3L8Yf... 5/28/2013 Luis R. Lomos P. E. 1432 Woodibrd Rd. Manufacturer. Masonite Lewkw le, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Double. Pressure a W front stops: 36.38 36.38 T --f Design pressure: 60.0 psf �_ All I Al 79.25 L � Zone Area (ft) Load Obs) Ind. On) �' O.C. (in) Anchor Anchor Cap.LoadResult Qty AI 10.0 601 6.00 21.00 79.25 OK AZ 10.0 601 WA WA Obs) OK 72.75 Double. Pressure SqgLnst stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf Al Al A2 Y_ � , 79.25 72.75 Double with sidelites. Pressure ngainsF stops with bi threshold: 37.50 36.38 36.38 37.50 37.50 Ind. (in) max. MY Anchor A5, Aly 3 6 3 I A2 A2 L 3 Area Load Ind. 79.25 I N 147.75 Double with sidelites. pressure gM from stops: Zone (ft) Obs) (in) O.C. Cap. 5 land Result A3 (ft) Obs) (in) (in) Obs)Qty Obs) OK AI 2.3 138 N/A WA 171 1 138 OK Az 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A WA 171 3 154 OK A4 10.0 601 N/A WA 171 1 4 150 OK Double with sidelites. Pressure ngainsF stops with bi threshold: 37.50 36.38 36.38 37.50 37.50 Ind. (in) max. MY Y�Y YA2 79.25 A5, Aly 3 6 3 I A2 A2 L 3 L 1 Al A4 A4 Al 79.25 I N 147.75 Double with sidelites. pressure gM from stops: 37.50 36.38 36.38 37.50 37.50 Ind. (in) max. Al Al A5, Aly 3 6 3 I A2 A2 L 3 L 1 3 Ind. 79.25 IA3 79.25 I�� OK Zone Al Al L Design pressure: 60.0 psf Design pressure: 60.0 psf 36.38 36.38 37.50 Ind. (in) max. Al Anchor A5, Aly 3 6 3 I A2 Al Area Load Ind. WA 171 79.25 Al OK Zone (W) Off) (in) O.C. Cap. I 5 land Result A3 (ft) Obs) (in) (in) Obs)Qty Qty Obs) OK Al 2.4 146 N/A WA 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A WA 171 3 156 OK A4 2.3 138 N/A WA 171 1 138 OK Ag 7.7 463 WA WA 171 3 154 OK Design pressure: 60.0 psf 147.75 Double with sidelites. Pressure 000inst stops with saddle threshold: 37.50 36.38 36.38 37.50 Ind. (in) max.Anchor Al Anchor A5, Aly 3 6 3 I A2 Al Area Load Ind. WA 171 79.25 Al OK Zone 7.9 473 L 147.75 171 5 LonObs, Result A3 (ft) Obs) (in) WA �) Qty 156 OK A4 8.9 537 N/A (in) 171 4 134 OK Al 2.4 146 N/A WA 171 1 146 OK A6 7.9 473 6.00 21.00 171 5 95 OK i 8.9 537 N/A WA 171 4 134 OK 10.0 601 N/A WA 1 171 1 4 150 OK 147.75 Double with sidelites. Pressure 000inst stops with saddle threshold: 37.50 36.38 36.38 37.50 Ind. (in) max. O.C. (in) Al Anchor A5, Aly 3 6 3 I A2 Al 2.4 A4 A7 A4 WA 171 79.25 Al OK Al 7.9 473 L 147.75 171 2 of 4 Design pressure: 60.0 psf Zone Area () Load Obs) Ind. (in) max. O.C. (in) Cap. Obs)Qty Anchor Load Obs) Result Al 2.4 146 WA WA 171 1 146 OK Az 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A WA 171 3 156 OK A4 8.9 537 N/A WA 171 4 134 OK Ag 2.3 138 N/A WA 171 1 138 OK A6 7.7 463 N/A WA 171 3 154 OK A7 10.0 1 601 N/A WA 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P. E. 9432 Woodford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. *i o 51*� s � � TAT OF ...• �. �lf��ss14N�►L ►'�``��X Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 m i3 � m r 8 Q g �o $ m Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. *i o 51*� s � � TAT OF ...• �. �lf��ss14N�►L ►'�``��X Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 Luis P. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite • Lewisville, NC 27023 Report #: 502A 336-945-9595 Date: 12/29/09 Anchor Locations: Double door 4of4 6.00 TYP. 36.38 6.00TYP. 3.00 TYP. 36.38 18.19 TYP. 6.00 13.45 MAX. O.C. 9.25 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. E IV *� 0,254 ?AT OF00 ams :Zt?I • . /10NAL1 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 MIAMI• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1 i 805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamldade Dov/gera/ Lawson Indrtstries, 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 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 w/o Steel Reinforcement — L.M.I, APPROVAL DOCUMENT: 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., bearing the Mhpni-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 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 expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 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. M l�atl co N r NOA No. 12-01-27.07 IMPROVED!_.,` Expiration Date: May 30, 2017 Approval Date: March 29, 2012 t Page i . , . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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-Sella, 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. HETI-02-T071, dated 09/16/02, 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# 00501.05) S. 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) ManuefPer Product Control Exa ' •er . NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-1 I ( , Lawson industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 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 Report No. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (SubmUred under NOA# 03-0225.06) 7. 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 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 01/25/12, 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. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. Ma�iPprtz,)P.E.uel Product Control iner NOA No. 12.01277.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-2 GLAZING PRODUCT F -HORIZONTAL VERTICAL VERTICA 14ULUON MULUON GLAZINGGLAZING GLAZING PRODUCT PRODUCT PRODUCT WIDTH (w) a Nt + M2 + W3 a /-ANCHOR/CUP VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT D n u GLAZING I GLAZING PRODUCT PRODUCT WIDTH (W) a Wl + W2 MOTH(W) W W1 + W2-1 2 2 TYPICAL MULLION ARRANGEMENTS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ANCHOR CLIP I AND CAN BE USED WITH ALL LAWSON'S MW10-RADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. Q HORI20NTAL MULLION RECTANGULAR A MIN M B M IOP' ISn LAZING USING MULLION PROP RTi S QNT Y nn u� 1 20DU 3 8 GENERAL NOTES: I. THIS PRODUCT S py$p ;Y + N HAS BEEN DESTINED TO COMPLY WITIM 114E REDURD"IS OF THE FLOROA BUXOM CODE 2010 EDOON RICUORO NO" VELOCRY HURRICANE ZONE (HVHZ). S z z 2 ALL GLA2IN6 PRCOUCfS _ i USW WITH IHFSE iAR1.l0A8 1PJST MEET OK APPLICABLE FLIHNM WAa CODE REawa'MreNTs LE: rmO i u LOAo. WATER MWILTRATION. FORCED EMRr RESSTANCE. SAYEWNfOS ETC C o ZING v d ARALU1S ARE APPROVED FOR NRPACI AND NON-uPACT APDL GiNN$ INCLUDING WINDOWS. DOORS COMBINATONS MAv eC MIILIED.11 is )DUCT 4�W SOOT B>� MUST BE ANCHORED PROPERLY 10 TRANSFER m _STRUCTURE S• ANCINmS SHALL 8 AS LSTW. SPACW AS StrowM DR ANCHORS I� A/o F r$ E1�Off TO RISE MATERYA. SH1LI. BE BEYOND iRYl DRQ OR SI{gCO. MM O S. ANCHORING OR LOADWO CONDITOAS NOT SHOWN IN THESE DEjAMS ARE NOT PART OF TINS APPROVAL. 7. A LOAD OURATON IN ALIOTMWE STRESS S USED IN MM OF wOW ANCHORS auY. T- (—$1� a MAh70AL$ INCLUDING BUT NOT tOIRED TO STEEL OR METAL SCRERS. THAT DN SPAN COME IMO CONTACT WITH OTHER OSSOO AR MAIEWALS SHALL MEET THEREOIARINDAS OF THE 2010 rLORMA WAG. COOL - BECTON 2MA4. �• MILLION & 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 INTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. t` • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS • e 3¢ 3. D ANCHOR CONDITIONS REFER TO SHEETS CUP TYPES �10 3' 6�7 8 & 9 OFFOR DETAILS AND NOTES. t�w • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARMS 3 jg ff > C • ri IF °°,�0,• a��•ai� c spa bayv A PROIXKTR51TLtlO ,__ o�Y ei �) 0 .fi � 4r� J96 TR. 00�N lw � 2X MILLION CLIP8M 8061-m m�'• V 6PTmNAI.Sm 0 0 6abb am erso 4,500 1x MULLION nL'�N 8083-m L• L• OPTONAt 0 0 it emb SM 1miWe MW 2x8 I 8-000 TV.SWAW N - AwULM auPLLB 5 IR. TA66 u -TS ALL %AMPN4@yT �m 6,ppp 3em0 eyp9 MUWONS CQNTAINING -DPCAL GLAZINGPROOLN=T� .166 A88 4m .IBB IN 1 x4 CLSTOM MULLION 6005-m 61N: 2.070 ink SNN: 1.035 10': (FlANX FRAYS) ISD ,a LM 5Nm smb IOm L18B 1 x3 ,CMUW014 8067-m OOI: 1.000 ti S— 0.887 0 (F07 MOO SAoo .1067600 =—T 1 x3 M Nl !AN CUSTOM am -T8 b.L 0.950 k S.: 0.633 0 (RAVU FRA11E) L7W to 8000 4738 a i 6 I.iBB 1x2 CUSTOM iAp_t kUl !Ou-m bo. 0.370 fns S-0.370 Uu (FNA iTMt/E) a66 am .tl5 .MB 414E 1 X2MLILUOK CDSTOM MULLMN 0053-m+ b. 0.336 S—O.WO MAP= MWO b„ � q M1 t�SW a QQ ► ` .1��11 i s p O '.>8 m 1s a1 CC33 8-000 amo aha wm 2 X a tom amo SID. tuaE MuluON we3-m 6y: 2.070 ii S.: 1.033 �o .tm aeM STD. TUBE JgU1"uaN 6B6rm 1. 0.9800 Sm 0.83MR. Lw6 '� ABs am6 D. , 1 N eo6t-m b=0.330 Si .330 N4 7 !7 ie XZal 44a .ffi4 2 X 8 k i R VER HORIZOMAL OTICAL 8R 1MOO OR A SPACLL i00 msrwEAs sYOc lVm sPArnm SID. 7UBE MULLION 0063-m 4nC 8.286 1n: 2.760 Mn? S—. 2.760 eTn 7 MI I ronI 0065-m 04C 2.980 1n• S— 1.490 Mn3 �. L. \ Nowt OPiroxu aJm ANGLE CLIP 6000 -m CUP LENGTHQLAR INSTRUCTIONS: UM CWWM AND OWNS AS FOUDNB ALUMINUM njljV Ml -'r) USING MULLION PROPERTIES ONLY THESE MUWONS RATED FOR LARGE MISS" C IMPACT p00 14a�111 000�Qb,•.."'»:?;N% Oi ,�OAr 4dil� .. LL b�C9 2 . '• �� l�� ��••• , �4 I X 21..688• LZ STEP 1 OLYENIaaE 013" LOAD RBWY® rob PAR6CWAN OPL1N,6. CTGP 2 mai50 PRODUCE Mdf6I0 A9OrE LM STV 3 USE CWDwC= To WAUON m PER PRM= ISTEP 4 »A' YnmNn > S�.�j SMPmm Im i N10 uSM WULL01 SME OF I AMC IMM ANCIMR 1VPL8 ON WWa »NU N mo MOMCNARm STP 6N uw A mwAO+OR 7TPE WON 015'.611 MM3. NOM TM mE MMM LOW VVCM N STEP 1 ABOVE. ARE AND CAN SE USED WITH ALL LAWSON'S MAW -DADS COUNTY APPROVED IMPACT AND NON-OMPACT PRODUCTS. I x 3 _ 1 x 4 3b88' 2 X 4 UAW 1. REFER TO THE GENERAL NOTES ON SHEET 1 10 FOR 8119.DING COOP cowk 1Am. 2 HORIZONTALLY. MULLIONS MAY BE ORIENTED VERTICALLY OR REFER TO %W 1 OF f0 FOR TYPICAL MULLION ARRANGEWENTS OR STACK CONFIWRATIONS. 2 X 6 166 1. ALSNUCL f2JP5 AND ANGLES ARE 10 IIT WHERE WO MIL7LISE3 FR SNUG IMO TUBE WA.LI W SEE OPOONAL M01OR DETAIL AT SHEET 9 OF 10. 21 - WIdthW WMLSPAN 1X2 1X3 1X4 2X4 2X8 !Mth ORLLLSPAN 1X2 1X3 1X4 2X4 2X8 Y484tl1 O610.L8PAN 1X2MlX3 2X4JXGI18 150.0 1500 150.0 130.0 1 0 18 283 81.5 150 15 0 1800 505 24 150.0 150.0 150,01 0 1800 26 2 81.1 133. 1 0 1500 4 30 123.0 150.0 150.0 1500 1500 48.9 1 1 180 $$38 1@$ 150.0 150.0 18a0 150.0 38 40.7 888 127a 1600 38 - 303 '.»$ 0 m 879 150.0 ISM 7 O 180.0 42 345 781 1 1H00 42 259 48 38.30P 9 180.0 180.0 1 0 13110 48 744W' 30.8 8 1 0 4B 120" .7 64 883 t o 1 .0 1 0 1 0 54 27 39. 1800 2 60 81b - 123.9 ,0 SM 1 0 50 24.4 3 787 442 182 h .9 112.6 160.0 Ismo 18xO $5 222 484 .7 131.1 88 165 45.9 _ z�J2 $ o » M 0.0 51.3 1032 150.0 1 0 15110 M 20A 44.4 83.9 1202 M 15.1 42.19 47.3 95.3 150.0 15 1500 18.8 41,0 69.0 1108 - - 388 s 8 $9.3 150.0 150.0 15OLO 1500 is 58.3 1226 ISM0 1500 31.8 45.5 1284 24 67.0 150.0 150.0 150.0 150.0 24 422 9L0 1324 1500 24 23.7 34.1 81.8 30 53.6 142.3 160 0 1600 180.0 .8 a 106.9 150.0 30 19.0 279 75.8 g m m 36 44-6 118.6 160.0 1500 1500 38 28.1 012 50.3 150.0 36 188 7 383 101.7 150.0 1 0 1800 42 24.1 52a 7 180 18.5 842 50&8" 8 89.0 148.4 160.0 1500 48 84" 211 48 2 14x8 1w 17.1 47.4 54 28a 78.1 1282 150.0 15a0 54 18.8 40.9 S88 1252 64 _ 152 41,1 A"'YYY a 50 .8 2 116.3 150.0 1600 so 18.9 39.8 .0 1127 50 V.0 50 24.4 64.7 1 1 130. 88 15. 33. 1 1024 - 34.5 v pa M .3 59,3 W. 1 1800 - 30.7 44.1 93.9 78 20.8 64.7 89,8 128.8 18x0 78 - 289 40.7 88.7 78 - - 292 C 18 82.8 180.0 180.0 180.0 1500 1B 37.7 02.1 118.3 1800 18 249 35.0 97.4 24 _ 48.9 138.1 150.0 1 0 15a0 24 28.3 81. 150, 24 18.3 .3 73.0 30 37.6 14. 150.0 7 1500 02 22.6 49.3 71.0 1800 50 .0 SBA i 36 31.3 80.1 t 0 1500 160.0 18.8 41. .1 175 46. 42 .8 772 131.1 1 0 150.0 18.2 $5 .7 1232 1 .0 MY 48 87" 23.5 67.8 114.7 9 0 1500 48 98" 30.8 443 107.8 48 144 30.6 � z 84 .9 50.0 101.8 1488 1500 54 A 39A 95.8 50 328 50 18.43 .0 91.7 1321 1500 24.8 .6 889 292 89 17.1 49.1 .4 1 1 15110 22.4 79A .8 M 15.8 45.0 783 1101 1500 M Z1.5 2Ba 71.9 M - 2'19 -4. a 1 di if 18 48 1334 180.0 1 .0 1800 18 28a 87.7 .1 1800 18 .0 .1 .8 100.0 180 150.0 1800 24 19.8 43.3 62.3 1800 1 2f 1 233 1 645 27.8 BOA 150.0 150.0 1800 30 15.8 34.6 49.8 13" 1 Iss 51.7 38 232 88.7 1262 15110 1500 38 28.8 41.5 1138 36 155 43.1 42 18.9 872 1079 1540 130.0 42 24.7 311.6 97A 42 36.9 W 89' 17.4 50.0 93.9 1311 1500 48 108' 21.6 31.1 852 48 180" 64 15.4 44.8 83A 1201 1500 94 1 .7 75.7 28.7 80 40.0 78.1 1 12 180.0 179 24.9 B8.1 50 ?S21.8 66 _ 36.4 68.3 88.3 160.0 86 15.7 2.7 82A 86 29a i1 Q M 33.3 .6 -w,,-1500 72 .8 885 M 215 308 57.8 83.2 1300 1 182 52.4 19B tWomNTa. VAL" mOtt�uOiuPj°+o _: say TYPIC MULLON ARRANGEMENTS 0000 6 �1��ij4 wu1401t BISCRM n PRODLOT roR11.YAAWAW SWEGLAM •� �Y, O a t MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED * 0 II VERTICALLY OR HORIZONTALLY. owwwa PfCCC1 (INTERPOLATION BETWEEN WIDTHS AIIOWED) = - WIDTH (W) = WI Y W2 14m� �4q1 4 Wl bAJ N AN O 1Sa TTO. aes 1Sw 46R m3 1M 0 -�i 0x8 685 aex p �`. .g] 3010 I�w L138 '�• $f a -0w a0w 300 3000 3068 Dig .�. 2 X 4 �A003fi8'9 M 3000 6900 R0mp11 FRAYS 21 ppR q 2x h!UL ION CLI? aee ggit Td 9 21 0 g eOw-Tx M)Ipl v 2% 8 Low e0w am uYNt 1 x 3 RTO. TWx yLn LmP w88 1% t $ ^'• mol 1 X 4 .lLS711.(4N USTOm y0 ION STO, TLRF ML_LION 80w -m 80&i -m 1 X 3 /'II�TON YLn ON ml -Te 3 GL_.__ MLe LIQ: BOJ -TB W m m d.: 4.709 in'. Inc a.7W in: ] m SxY: 2.3SS ir4 Sxa: 2.3SS • wwZ1 1— 2.188 in: ] Nx 2.168 0 S— 1.4450 ua: 2218 in'. Slu: 1.479 1.3 F? 5 ® . �0e (FIANCe F u Sn0 t.4a5 &.. D1A� momo (FIN FRAME) ® z t� _ ..m xMNroNm T;*AAR Smm law D r is - '.22 a OAAEIN6 MOW x1.40 U i ROw 1R9 8890 tL00 1885 D 4.OW \ S � sow BIx "a o1Y oe. eLw 40 Ix �� 'b 3IDx 4Lw 3aeS MULLIONS CONTAINING ti' YOTCN '`• TYPICeI GLe�ING PRODUC oPIroelAt HORIZONTAL OR VERTI 1I I �0 � � u sse WINI)OIRCI oR 000A D SPACW. FOR FA8TOV06 9fffi AND S°A0116 GTO. mE y n ION <TO. T � 80w -m 3mw-m IIn:19.648 Inc 7.6490. CUP LENGTH Snc &549 R2 Sxn 3.825 Ira . T NMJ AR I MIN M T IONS g ■ ti• �'• MULL INSTRUCTIONS: 1 x 2 1b88• USING MULLION PROPERTIES ONLY �3'"•aO��O A I x 3 2b88• STEP 1 Ne +Imo Rmanx FOR rtiancuna oFc�mn. T MULLIONS ARE RATED FOR UIRCE MISSILE IMPACT o0��0$•' AND CAN BE USED WITH ALL IAWSON'S MIAMI -DARE qy. b'•Z xoTCN r OFTWMI. 1 x a 3.688• STEP &= aa2Mx PAo=. WEtW A8W cow 2 X 4 3.688• STEP 3 WE CEA M MMUON 4S PER PRJ006T COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. xow tes amt 2 % 6 8.6881 STEP sFtCM1Y YAYYUY SIYI SFACtlm, 1. REFER TO THE GENERAL NOTES ON SHEET 9 NO`r LmM3 CNAAmOY SMELT s of I0 sntn wlumsN m 1. ALL CUPS MID ANGLES ARE TO FT TSi� SnIH p61pp p,�TOm NOW p mcSpy I" sple 0 ISNUG INTO TUBE 1 OF 10 FOR BUILD= CODE COMPLIANCE!�`b��• 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 6_� •'... ���IIFFF I ANGLE CLIP swo-m ANGLE$ AREONOT FR SNUG VADA AYCImR IYF6 ON SNxGi 0 1NlU 9 MID ANCHOR ClIAR18 INTO 1UBE MULLIONS, SEE OPf10AML STro a oR sxET e. 8OECr ANCFYq 1rFe YRM OE9CN R4T0& ANCHOR DETAR. NaxO Tww OW HORIZONTALLY. 41 3. REFER TO SHEET 1 OF TO FOR TYPICAL MULLION AT SHEET 9 OF 1Q n0: M&ea tam ?v[C�m a xren I AeaG ARItANGEMENTS OR STACK CONFKURATKMIS. O 1 y, STEEL REOiFORCED TUB6M LOON STEEL REINFORCED TUSH NULUON8 TEEL REINFORCED TUB MULLIONS WMth w MULLSPAN 1 X 3 1X4 2X4 2X8 Width w SCULL SPAN 1X3 1X4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X8 B 1500 180.0 150.0 150.0 1@ 150.0 150.0 160.0 150.0 1 44.0 98.7 130.0 190.0 j� 24 1500 1500 1S0.0 50.0 24 139.5 150.0 150.0 190.0 24 33.0 71. 118.6 150.0 $ $i 30 150.0 150.0 150.0 150.0 30 111.6 150.0 160.0 160.0 30 .4 S7. 83.2 Ismo 36 150.0 150.0 150.0 150.0 36 83.0 150.0 160.0 9800 36 .0 47.8 77.7 150.0 a 42 1@0.0 150 0 180.0 950.0 42 70.7 150.0 150.0 1500 42 10.9 41. 6 150. v r, 48 38.318' 150.0 150.0 80.0 160.0 48 74.114" 69.7 150.0 180.0 150.0 48 120' 18.5 38. 68.3 149.7 4 m 54 150.0 180.0 1500 160.0 82.0 134 6 16010 150.0 64 31. 51.8 133.1 l < 80 ISO 150,0 150.0 150.0 80 55.8 121. 160.0 150.0 28.7 46.6 119.8 N 68 150.0 150. 150.0 180.0 88 SO.T 110.1 150.0 150.0 8@ 26.1 42.4 108.0 72 150.0 150.0 9900 180.0 72 48.5 101.0 1S .D 150 72 23. 38.8 8 gg 180.0 150.0 150.0 150.0 78 42.8 932 150.0 160.0 78 22.1 39.9 92.1 T4 iii € $ 1 1600 180. 150.0 150.0 18 28.4 150.0 1 1800 1 -.1 71.8 118.8 150.0 a Z) 5 24 180.0 190.0 150.0 150.0 24 96.3 150.0 150.0 190.0 24 24.8 63.9 87.6 150.0 Z 30 ISO. 190 0 150.0 150.0 30 77.1 150.0 1 .0 150.0 30 10.9 43. 70.1 1500 S m S 36 .0 180. 160.0 150.0 36 64.2 138.5 160.0 180,0 38 1Q.5 Ss,9 58. 190.0 �• 42 1 0 150.0 150.0 180.0 42 55.0 118.5 16 .0 180.0 42 30.8 S0.0 28.8 48 804118' 1500 80.0 180.0 150.0 84' 48.2 104.8 1 .0 150.0 ' 48 132' 27. 43.8 112.5 54 1500 180.0 150.0 150.0 64 42.8 93.0 180.0 180.0 54 24.0 38.9 100.0 so J14 150.0 180.0 180.0 @0 38.5 83.7 135.9 160.0 80 21. 38.0 .0 88 150.0 150.0 1500 88 36.0 78.1 123.8 150.0 88 19 31.8 d 72 160+0 160.0 15D.0 T2 32.1 7 1133 160.0 72 18.0 C.20 .0 78 150.0 150.0 160.0 78 �.@ 84.4 104.8 190.0 78 - 18.8 2@.9 2 w 18 150.0 150,0 160.0 18 86.0 150.0 150.0 150.0 18 25.5 SEA 89.8 150.0 24 IWO 150.0 50.0 24 84.5 140.1 150.0 150.0 24 19.1 41. 87.5 160.0 30 1S0. 150.0 150.0 30 81.6 112.1 150.0 150.0 30 14.3 .2 54.0 138.6 36 150.0 150 150.0 38 43.0 83.4 150.0 180.0 27.7 48.0 118.5 42 150.0 150.0 150.0 42 38.8 80.1 130.1 150.0 42 23.7 38.8 ago 48 67" 150.0 150.0 150.0 48 88' 32.3 70.1 113.8 150.0 48 144' 20 337 .8 84 180.0 180.0 180.0 64 287 3 101.2 780.0 64 18 90.0 77.0W 180.0 150.0 1600 80 26.8 .1 81 1 150.0 60 18. 27 0 68.3 180.0 150. 180.0 23.5 1.0 .8 990.0 18.1 2d.3 0 72 150.0 150.0 150.0 72 21.5 48.7 75.0 150.0 72 - 22,6 578 y 72 1 1 . 78 .8 T0. 1 ,0 78 3i 18 1 150.0 150.0 150. 18 .4 931. SQ.O 150 18 .8 49. 79.6 150.0 34 150.0 150.0 180.0 180.0 45. .4 150.0 150.0 10.9 38. 9.7 150.0 i 30 150.0 160.0 150.0 950.0 36.3 78.7 127.9 50.0 .4 47.7 1226 38 180.0 180.0 180.0 160.0 38 30.2 88.8 108.8 150.0 38 24.8 39.8 1022 42 1 Iwo 150,0 B 0 42 25.9 2 81.4 150. 42 21.0 34,1 .6 48 83' 114.2 50.0 16010 150.0 48 108" .7 0.2 79.9 180.0 48 1S0' 18.4 .8 8.8 121.5 j§2 .0 180.0 160.0 20.1 7 71.1 ISO 64 98. .8 .1 81.3 150.0 160.0 150.0 18.1 38.4 84.0 15 .0 80 23. 61.3 ) 88 83.0 150.0 150.0 180.0 68 18.9 35.8 98.1 147.0 88 29.7 85.7 i t 72 78.1 142.4 150.0 150.0 72 18.1 3 53.3 1 8 72 19.9 1.1 �. 2 1314 150.0 60. 3 49.2 124.4 18.4 4.2 tDat MIAWN >�ICAL MULLION ARRANGEMENTS eeApe�+•"���•,�'��O2r TptICl4 mm0 W1tACLV�1014AR bt,V1'3 0 0 �` CLAZM NOTE:* V O: PROD= PRRO i ONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT�mea40R�F1m14• a �. Fw �,�, R s VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) S+ 6�0''•., e� WIDTH (W) L AN vdopucr FLCAM CLIP MIN. EDGE DIST. 2-3/18' CONCRETE OR 4- AL CUPS AND ANGLES TO FR SNUG '�� • • "\N I "ICHORy-M1y� INTO TUBE MUWONS. •... ,t',jrLej' TAPCONS MAY BE M OR FLAT HEAD. . ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 3/,E' TAPCMG 1 1/4' MP1L ,_,�• PIPP, roan PO¢,xA1mx s/,e• qNO= Fnii aN PAcx rorm� 1',/T Nn. rOOD2P -\ CLW rooa sua- !; ;I ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD f/fY MxONS 3/Ir UK= r, '11L- W-lj ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU Ix 8=WTO CONCRETE OR BLOCK g 8/lvM vacWASDSOM -J/P WY. LwBCO uQ0 NM q PER Mm1E $ $ ANCHORS TYPE 'G' z (INTO CONCH 4 ANCHORS THRI) f AL CUPS AND ANGLES TO FIT SNUG 1x BUCK INTO CONCRETE OR BLOCK j .i �R 1 MW CLW ,i It L u 6 MW. EDGE OAST. � L• 2-3/18' CONCRETE OR y AL CUPS AND ANGLES TO FR SNUG '�� • • "\N I "ICHORy-M1y� INTO TUBE MUWONS. •... ,t',jrLej' TAPCONS MAY BE M OR FLAT HEAD. . ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 3/,E' TAPCMG 1 1/4' MP1L ,_,�• PIPP, roan PO¢,xA1mx s/,e• qNO= Fnii aN PAcx rorm� 1',/T Nn. rOOD2P -\ CLW rooa sua- !; ;I ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD f/fY MxONS 3/Ir UK= r, '11L- W-lj ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU Ix 8=WTO CONCRETE OR BLOCK ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' z (INTO CONCH 4 ANCHORS THRI) f AL CUPS AND ANGLES TO FIT SNUG 1x BUCK INTO CONCRETE OR BLOCK j INTO TUBE TAPCONS MAY BE a OR FIAT HEAD. 1 2'x4' KILL 1 6 MW. EDGE OAST. � L• 2-3/18' CONCRETE OR y AL CUPS AND ANGLES TO FR SNUG '�� • • "\N I "ICHORy-M1y� INTO TUBE MUWONS. •... ,t',jrLej' TAPCONS MAY BE M OR FLAT HEAD. . ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 3/,E' TAPCMG 1 1/4' MP1L ,_,�• PIPP, roan PO¢,xA1mx s/,e• qNO= Fnii aN PAcx rorm� 1',/T Nn. rOOD2P -\ CLW rooa sua- !; ;I ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD f/fY MxONS 3/Ir UK= r, '11L- W-lj ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU Ix 8=WTO CONCRETE OR BLOCK M EDGE DIST. UPCOM ?16* CONCRETE OR3/-' � DK3ED w V.30— HOLLOW ;74,. r, /MM. '.. ON ZZ MIN 1-3/4- NX .,Bvg MASOM& amu ,PER K Ell [E-Ij ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' - (INTO —Q()NWF 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK IN. WOE DIST. 16* CONCRETE OR ys uoTY spr UPCON 5/15- TAKM 1-3/4, — *am m mommirr -31e m Dow -0 � 3/4� PER mv MIN (2 ON EACH WAI) a am ami CMKCRM ON al)" BLOCK It '"zine" i I w z 31/4- —M - z ANCHORS TYPE V (INTO BLOCK ANCHORS TYPE V (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 2".4" MULL Rwar7 5 TO FIT SNUG TAPCONS MAY BE HFX OR FLAT NW. z CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED RE.VSPIVIRM . COATINGS, SUCH AS BITUMINOUS PAINT OR DATER -mm urrmoftot LNowm Dow To vX000771i PER "M WN. EDGE DW. 2-3/16* CONCRETE OR 2-3/18" COWN. EOGE DIST. 4CONCRETE OR HOLLOW 3-3/4- S/Ir twem 4. Ll 3-3/4' 0/16, T-nm mw. WN. 1-3/4r* MaL DAM .So PER on VCH � MP (2 M EC. -4) I CUP LENGTH (2 xm 2 X 4 1 . nP - rilgg kV OIfD 21M MULL 4 FM MW C2 ON LCH WDM ------------------------------ I 31r MML EMSM MM vrao� 1 3/4- -_X CM C. CM DAN -0 ra ----------------------- j 1 3/4' 3/4' 215 MULL 1K4 wu. CUP LENGTH Z X 41 3MW. 74 4- O� ALL CUPS AND ANGLES To Fa St" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPO WrO TUBE MULUONS. (INTO BLOCK) TAPCONS MAY BE MDC OR FLAT HM. ANCHORS TYPE V (INTO CONCRETE) mm 4 ANCHM TMX BUCK ANCHORS TIME 'a: (INTO CONCRETE TO YASONRv TO 8E pROTECIE� wo CONCRETE M'D.= ANCHORSWM CUMM � M= I NT OR 2"W MUM %WM 2'W wim SHM -c-L ,ulwVmw LCWM 4 It , 0 MIN. EDGE DST. s/,r va=a 2-3/16' CONCRETE OR�y/a• n,, pip p,D 3-3/4- CLIP LENGTH a' HOLLOW SL K d fora. MON FAC" MIN j< a FX� I x 2 1.6W'I X 3 2.888'1 X 4 3.686'2 X 4 16W2 X 6 S.68S'CUPS AND ANGLES ARE TO FITc F-------------Fj�12. � ANGLES ARE NO � i = a 0 � $ INTO Mu s SEE OPTION& ANCHOR DETAIL AT SHEET 9 OF 10. a CUPS OR ANGLES CONNECTED DIRECTLY Ta MASONRY TO BE PROTECTED f TIreF � 63 a, WITH ALKALI -RESISTANT COATWO$, SUCH AS BITUMINOUS PAINT OR r TATER-WHITE METHYYFt1ATE LACQUER, ! - -------- ----- 4ON. EDGE N DIST. ------- 2-3/16* _ a 2-3/18' CONCRETE OR ? 4' HOLLOW SL jt7 r 7/ � o ,/T' iHCX Aur uwnUO. ; LUMORi ro m SMA i Wf0 WALOI n= MAu= .... •'. i 't. ' n rw cw ma�AUA. X6RHIARON I � � LOCATION OF STIFFS CONNECTING • d •: ' CNA„ Aw mm ABY � ad ANGLES TO TUSU WHERE ANGLES •. /rd F. 30 ARE NOT FO SNUG INTO TIRRE , MLILUONS. i ; ; T PMt CHP (DO , miss Mac ,/T• O.C. MDL R ,-s/.• Ami. edam°/ �� . oCR14AWME a , , TltTi+/p� '.• ALW AW fN4 8QR! 00 m , ,T FN 6.$ ; �* TAEC/Oer qR A i Owe. ImL -a/4• X r X 1/8• DTR TRr�� ' e TO ANCHORS TYPE 'I' METAL. TO METAL. CONNECTION USE CHARTS FOR ANCHOR TYPE Y TO VWY CAPACRY OF CONNECTION ,� W o a .. gcmucrRB�YLerm� ���• • 3`3/4• ALL CUPS AND ANGLES TO FR SNUG SMD �yO'♦,•♦ 1 3/4- MIN. INTO TUBE MULLIONS. X*pmaLmDrr ♦♦�. MIN.OPTIONAL ANCHOR DETAI TAPCGNS MAY BE HEX OR EA FAT HD. ANCHORS INTO CONCRETE OR CEMENT BLOOK AamM _ 2MPoD mum A B D I EF mum A 1 h9 037p 9A4 Y61 UH �. 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FOR CUP TYPES AND ANCHOR CONDITIONS REFER raoalc7 TO SHEETS 8. 7. 8. & 9 FOR DETAILS AND NOTES.ULuom a y� 2. REFER TO CHARTS ABOVE FOR MA%. DESIGN PRESSURE pe® ,,✓•^••a``�Mj GLAZM Maw 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN• • dOQi� p9owu PRMLCY CLAM THE DESIGN LOADS REOUIRED FOR PARTICULAR OPENING. 920M= PROM= S4a 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER j� A �1 LOCATIONS AT HEAD, SILL OR JAMB ENDS. m,Mala � a AKI"/a+ S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. •q t 47 4-9— b 4' � wt W2HORIZD ANMUWON TYPICAL MULLION C� 1v ARRANGEMENTS a 0 c s — c I T' APR 3 2013 c 0 p y a EXISTING WOOD FENCE EXISErAL 4, M GATE - >< EXISTING PLANTER 21' 15 �s CLOSET 3'-2" 2 BEDROOM FAMILY ROOM 25-4' FIELD VERIFICATION EXISTING FlELD VFJ3UT<'.AiR]e`1 THESE DRAW WGS WCORPORATE BUBDM 0�1ATR)N COMPILED FROM VAMM SOURCES ASSOCIXED WITH TM PRO= LOUVER AND AT RELIWALL ON Y WGINE VERIFIED Tt USS BE IELDVE PROWC:T OR ITS WSfALIATiON MUSE BE FIELD VER6�BY1F✓E PROMICT OR CONLRACFOR OR A CONTRACTOR APNWT®R[ RArfi PRIOR n NDDING. , EXISTING GARAGE DOOR BEDROOM CL I CLOSET STORAGE CLOSET 104 CLOSET LAUNDRY DINNING ROOM BEDROOM KITCHEN I LIVING ROOM ,. . • w7M O - 0 � EMING �- EXLCTING RANTER 3' PUW MMNOTS ODSSRNG W WDOW TO REMM OW=R,* WWDOW AND FRk%eTO BEREMOYED. OWEER EXISTING FLOOR PLAN SCALE k =I'-0' 6 93 Z � a o Oo F- h L L;i o zu OLu LU y �J Lu Z 6 dS mipg m Igml I DRAWN BY:JA 04,01.13 A-2 1 1� Jun. 5. 2013 3:06PM FLORIDA BANKERS INSURANCE No 4274 P 1/1 ,4�RoF CERTIFICATE OF LIABILITY INSURANCE ° �.M " '°"5/13 y) PRODUCER Florida Bankers Insurance THIS CERTIFICATE IS ISSUED AS A MA ER OFINOORIATION 7278 SW 8 Street Miami, FL 33144 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)266-6493 Fax (305)262-0679 INSURERS AFFORDING COVERAGE NAIC # INSURED ACA CONSTRUCTION INC. AUTHORUED REPRESENTATIVE ::: : • ;:::: :: -:::::•:..•.'". INSURER A: Federated National Insurance Compan INSURER B: D/B/A ACA PLUMBING INSURER C: 10237 NW 9 ST INSURER D: MIAMI FL. 33172 INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INS RD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTME DATE (MWDD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A ❑ GENERAL LIABILITY ® COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE Q OCCUR ❑ GL -0504010737-00 05/29/13 05/29/14 EACH OCCURRENCE 1,000,000.00 DAMAGE Ea RENTED 100,000.00 MED EXP (Anyone person) 5,000.00 PERSONAL &ADV INJURY 1,000.000.00 ❑ GENERAL AGGREGATE 2,000,000.00 GEWL AGGREGATE LIMIT APPLIES PER ® POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMP/OP AGG 2,000.000.00 AUTOMOBILE LIABILITY El ANYAUTO ❑ ALL OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) ElBODILYINJURY SCHEDULED AUTOS [:1HIRED AUTOS (Per person) (Peraccident) El NON NON OWNED AUTOS ❑ PROPERTYDAMAGE (Per accident) ❑ GARAGE LIABILITY ❑ ANYAUTO ❑ AUTO ONLY- EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG ❑ EXCESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE EACH OCCURRENCE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $WORKERS - EMPLOYERS' LIABILITY COMPENgA-TION AND ANY PROPRIETOR / PARTNER/ EXECUTIVE OFFICER / MEMBER EXCLUDED? EIV g q RY LI MI ❑EOR E.L. EACH ACCIDENT E.L. DISEASE- EA EMPLOYEE If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICYLI MIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION O ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF MIAMI SHORES EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2 AVE THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORUED REPRESENTATIVE ::: : • ;:::: :: -:::::•:..•.'". 305-756-8972 ACORD 25 I2nn4/nm nF O ACORD CORPORATION 1988 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 21, 2013 Permit No: ws13-899 Building Critique 2nd Review 1) The application and the plan do not match. The application states changing 3 doors but no doors are identified as being changed on the plans. 2) Openings 2 and 13 exceed the maximum size permitted under the product approval. If this is 2 windows in each opening provide mullion product approval. 3) Several door product approvals have been submitted. Identify the opening in which they are proposed to be installed. 4)The plans show that the partitions will be altered. Identify the alterations and provide signed and sealed details of the proposed alterations by a licensed architect or engineer. STOPPED REVIEW C.�U� 1�.4�12• Sip Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 21, 2013 Permit No: ws13-899 Building Critique 2nd Review 1) The application and the plan do not match. The application states changing 3 doors but no doors are identified as being changed on the plans. 2) Openings 2 and 13 exceed the maximum size permitted under the product approval. If this is 2 windows in each opening provide mullion product approval. 3) Several door product approvals have been submitted. Identify the opening in which they are proposed to be installed. 4)The plans show that the partitions will be altered. Identify the alterations and provide signed and sealed details of the proposed alterations by a licensed architect or engineer. STOPPED REVIEW Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 3, 2013 Permit No: WS13-899 Building Critique 1. 1) The application and the plan do not match. The application states changing 3 doors but no doors are identified as being changed on the plans. 2. 2)Openings 2 and 13 exceed the maximum size permitted under the product approval. If this is 2 windows in each opening provide mullion product approval. 3. 3) Several door product approvals have been submitted. Identify the opening in which they are proposed to be installed. 4. 4)The plans show that the partitions will be altered. Identify the alterations and provide signed and sealed details of the proposed alterations by a licensed architect or engineer. STOPPED REVIEW Norman Bruhn CBO 305-762-4859 Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Faz: (305) 756.8972 PERMIT #: Wf" 1 q Cf DATE: 5 � a03 I 112:;, (NAME) ❑ Contractor ❑ Owner ❑ A hitect Picked viEsets of pl s a other) �- Address: T+ - From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE:ZL ? PERMIT CLERK INITIAL: