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WS-09-1831 Ir Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL C L Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 135010 Permit Number: WS -11 -09 -1831 Scheduled Inspection Date: February 11, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: OTTEY, SYLVIA Work Classification Window /Door Replacement Job Address: 37 NE 110 Street Miami Shores, FL 33138- Phone Number (305)754 -1545 Parcel Number 112136004028 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVIC Phone: 954 - 979 -2137 Building Department Comments 2 WINDOWS REPLACEMENT AND 12 NON - IMPACT WINDOWS INSTALLATION EXISTING ACCORDION SHUTTERS ALREADY INSTALLED (BP05 -1137) Inspector Comments Passe CREATED AS REINSPECTION FOR INSP- 134565. home owner requested �� _ early in the morning please!! Thanks! Windows are missing screws. NB Failed rG Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 10, 2010 For Inspections please call: (305)762 -4949 Page 17 of 29 t o Miami Shores Village " 10050 N.E. 2nd Avenue r f 1�ace . Miami Shores, FL 33138 -0000 F Phone: (305)795 -2204 Sst S',APPR oaicv�` { Expiration: 05109/201 Proj ect Address Parcel Nu mber Applicant 37 110 Street 1121360040280 SYLVIA OTTEY y Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SYLVIA OTTEY 37 NE 110 ST (305)754 -1545 Y MIAMI SHORES FL 33161 -7043 Contractor(s) Phone Cell Phone $ 11,000.00 THE HOME DEPOT AT HOME SERVICI 954 - 979 -2137 Valuation: Total Sq Feet: 245 MEMO Type of Work: WINDOWS & SHUTTERS For Inspections please call: No of Openings: 14 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $6.60 WS -11 -09 -36319 $ 272.60 $ 50.00 Education Surcharge $2.20 - " Permit Fee $240.00 WS - 11 - 09 - 36319 $ 272.60 $ 272.60 $ 0,00 Scanning Fee $15.00 Check #: 5732 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $8.80 Total: $272.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 12, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 12, 2009 1 11/11111111t Hitt 111111111111111 ff111 fill till OR Bk 27073 Ps 3656; (fps) RECORDED 11 /05'`200? 11:11 :3? HARVEY € UVIN, : LErt.K OF COURT This instrument ?repzred MIAMI -LADE COUcNTYP FLORIDA Name �` f � "1 _ tt� 1T LA6 T WAGE ?ermit No. WS — I l - .v l • $ 3 1 Tax Folio No. ST. = -Tc OF NOTICE OF COMMENCEMENT �y COUNTYOF c I 1_1 13( •. THE UNOERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713 Florida Statutes, the following information is provided in this Notice or Commencement. 1. Oesc iolion of property: (legal description of properv, and street address if available) t y ► . r 3 .1 ti �Ics1i� s► . n,fi�,rt,r 2. General description of imorovement: 3. Owner information a. Name and address 'SyL'VI prope 1 1 1 NE Il0 1 1111 ° I Yr�! :�rK?r ft j 44� 1 b. Interest in c. Name and address of fee simple titleholder (if other than owner): a. Contractor j r, j_ a. Name and address: I t ( U L lE Olsec' ftr_ n sEx_oLr: b. Phone number 5. surety a. Name and address: � o. Amount of bond 5 c. Phone number. LT 6. Lender a. Na and address: j / 1 + D. Phone number. � � ' -- ��(/ 7. Persons within the State of Florida desionatel by Owner upociwilom er documents may be served as TM~ provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address:° b. Ptione number. 8. It :...::::on to himself, Owner designates the folldwin� persons)l°'r'ecAive a copy of the Lienors Notice as provided in Secuc.. 713.;: , 'b), F... * i -Ja Statutes: a. Narne and address:, b. Phone number tr' 9- Expirabon date of notice of commencement (the . date is-1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MAD BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE 'FIRST INSPECTION. IF YOU IN TO 08TAIN "FINANCING, CONSULT WITH YOUR LENOER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, v &I. of Owner 6 Owner's Authorized OfficedDirector P artneriM anager Signatory's Title/Office / L V I b• ( ( E 1 Th foregoing insVu nlwas acknowledged before me this ! > day of �C� 2 (year) by 4 !game of person) as G3GVd � (type of aut orti ity, _e.g. officar trustee, attcr- :ey in fact) for name of party on behalf of whom instrument was executed). NOTARY PUBLIC -STATE OF FLO lamy t3llr118tt gnalure of Notary tc - State of Florda Print Tvpe, or Stam Commissioned Name of Notary Public - : C ommission # DD723'�m Number ` -, ,,,,,_ Expires: NOV. 30, 2011 B�jp�p ��ATL#.N=&pngto IggP nally Known _ or Produced Identification yerifi:..alicn PwsusM to Section ?2,525 Florida Statutes - Under penalties of perjury. t declare that I have read the foregoing and Zhe foe stated in it are true to the best of my kno.viedg=_ and 7eiiet �r s gn lure of ?sal ai ?=_rson Signing :hove ORIGINAL- Miami Shores Village �� ! p Building Department �� a 5 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B Y: - -- _ -- ° 9/-v- BUILDING Permit No 1 PERMIT APPLICATION Master Permit No. FBC d� Permit Type (circle): uildin Roofing Owner's Name (Fee Simple Titleholder) Sy W i A OTTE H Phone # W5 -15tij - X545 Owner's Address 3 31 tJE 1 1D 4`k S 6 City 011A'm► NICR State r'1109.1 Zip .3300 I Tenant/Lessee Name Phone # Job Address (where the work is being done) .3 N E I IO'h Sr- City Miami Shores Villne County Miami -Dade Zip d;616 FOLIO / PARCEL # I I - Q 1 — ®Uq- ba$ Is Building Historically Designated YES NO Contractor's Company Name T L, VC��O► � C (X(£,S Phone # 7 -3310 - bi6g 1 Contractor's Address 310 Ca nq1 of •f.41"w n / PKUJ�LI 5 300 City E}Tuli1 m State Zip 3©334 Qualifier Name axiNf, G RMU IA4.. Phone # %if ng3lo `oft I State Certificate or Registration No. G 13C $$V Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ s t £ Square / Linear Footage Of Work: a L4 S Type of Work: ❑Addition ]Alteration [ El Repair/Replace El Demolition Describe Work: W 1 Al Qi, } \ GG'Y?Wr - �(1')�'!4G �� w L 0 Irn flacr 6P 05 - -it 37 edml Q- !1 S ^4 ************Fees**** Submittal Fee $ Permit Fee $ U ® CCF $ CO /CC Notary $ • Training/Education Fee $ oC, Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ CK See Reverse side —3� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 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 Sig nature �� Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by day of , 20 , b iste &022 i a VJ who is personally known to me or who has produced who is nall ow to me or who has produced As identification and who did take an oath. as identification and who d' th. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Print: Print: , �.1_ n My Commission Expires: My Commission Expires: JJ }s�2a m a APPLICATION APPROVED BY: C9 A l kAi er Engineer Zoning (Revised 07/10107) 1 LIMITED POWER OF ATTORNE BE IT KNOWN, _ that *me ( "Principal ") has made and appointed, and by these presents does d appoint THD At- Home Services, Inc, d/b /a, The Home Depot At Home Services and/or its agent true and lawful Attorney -in -Fact for him/her his/her name, place and stead, for the followine syecific and limited yurooses onl " To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for home improvements on behalf of the homeowner(s) G, 1 V i '4 l/ l 1- e� • and for the property located giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and . confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this ,:� day of 20� Sign Aeal d and delivered in the pres Cz Witness W1 s STATE OF ) COj,WTY OF 8L c ) I, ri fd;e i� �avn n�� li� a Notary Public in and for the State of Florida, do hereby certify that -06 l 0 who is either O personally known to me, or O who provided as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal this this /0 day of 20 . * OTARy PUBLIC -STATE OF FLORIDA tarry Burnett " Commission ublic ` gxpires: NO . 1 My commission expires: aorniraiTUUATL &WnC - " ORIGI Permit Authorization 5 -20 -08 THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4g44911- 4644917 NAME Ottey • •'�'`oc drS ; 1T.0 0 PRODUCT MULTIPLE Opining Corner" PROMFf APPROVAL REQUIRED OPENING MAXIMUM Rough Opening WINDOW ARE l. Z_ one , CC TAE APPROVED DESIGN PRESSURE TESTED SIZE Dimension MULLION SHUTTERS . • • • r htrib ` N UW=fj Style { +} PSF ( -) PSF { +} PSF { -} PSF Wdth IN Height IN Wdth IN Height IN REQ. REQUIRED 1 ,,,• FL. _ Z4.X SH 62.00 68.00 46.50 50.40 53 734/5 31 633/4 YES •2••, : a �. L$' - ✓4.4 SH 62.00 68.00 46.50 50.40 53 73 4/5 31 63 3/4 (2) 1X4 YES .. 4 • FL 5924.49 SH 62.00 68.00 46.50 50.40 53 734/5 31 633/4 07- 0828.06 YES 4 4• • FL 197.4.24. SH 62.00 68.00 46.50 1 50.40 53 734/5 243/4 323/4 N/A YES 005000 ,4.. , ; FL 5974.4 SH 62.00 68.00 46.50 50.40 53 734/5 37 38 N/A YES 6 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 734/5 271/2 1 631/2 (1) 1X4 YES 7 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 734/5 271/2 631/2 07- 0828.06 YES 8 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 734/5 37 501/2 N/A YES 9 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 1 734/5 37 261/2 N/A YES 10 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 734/5 37 501/2 N/A YES 11 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 734/5 27 38 (1) 1X4 YES 12 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 734/5 263/4 38 07- 0828.06 YES 13 4 07- 1029.07 eyebrow 55.00 55,00 46.50 50.40 48 57 471/2 561/2 NO 1x4 07 14 1 4 1 07- 1029.07 eyebrow 55.00 55.00 46.50 50.40 48 1 57 471/2 561/2 1029.07 NO Windows 1 thru 12 are Non h pact Windows s'hut[er permit BP 2005 - 1 137. Windows U and 14 ore imoacr no shutters are required Notes: SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN= AWNING __. -, A/ 1 OF 1 I WINDOW/ SHUTTER DIAGRAM SHEET Job# 4644911 4644911 Silvia Ottey 37 Ne 110 Street Miami Shores FI .53161 7043 1 x4 mull •• N :O e '. NPOTP 5 6 1 8 .. 5' Mean Roof Height 10' .. .. .. •• Kitchen Dining Room Roof Slope 3/12 Building Width 31' �,.... Bedroom ...... • Building Length 61' ...... . ...... •....• • • • Corner one 3.1 feet NP011' •••• NPOP NP01P- NOI PART OF THIS PERMIT Bathroom NPOIP 10 Bathroom Bedroom Living Room Bedroom C� 4 4 3 2 1 NPOTP 5' 411 1 x4 mull 1 x4 mull 1 x4 mull 1x4 Mull 1011� Windows 1 thru 12 are Non Impact Windows shutter permit # BP 2,005 1137. Windows 13 and 14 are impact no shutters are required 56 1/2' #13 #14 H H 1 OF 1 FLORIDA BUILDING CODE 2007 ASCE /SEI 7 -05 - WIND LOAD TABLES - 140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet •••• WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF ••••; •• 140APH VELOCITY 146 MPH VELOCITY 150 MPH VELOCITY Vuilding 'Roof Sj Qpf, .�ss than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater • :• Height• ••, 1 tt�es than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees •;; •• • J Pc sitive .. Negative Positive Negative Positive Negative - Positive Negative Positive Negative Positive Negative • �; • 74 & z5 . W z5 z4 &z5 z4 z5 z4 & z5 z4 z5 z4 z5 z4 z4 & z5 z4 z5 z4 & z5 z4 z5 • 0 -15 32.1 .4 52.1 42.7 46.3 57.2 0 -15 42.5 46.1 56.7 46.5 50.4 62. 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 •. 16-20*: "4 2.5 .45.0 55.4 45.4 49.2 60.8 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 • • •P1 -30, ..4:.2 X9.0' 60.3 49.4 53.6 66.2 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 21 -30 51.9 56.3 69.3 M3. 61.6 76.0 31 -40 4 .1 52.1 64.1 52.5 57.0 70.3 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 31 -40 55.2 59.8 73.6 65.4 80.7 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 41 -50 57.8 62.7 77.1 68.5 84.6 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 51 -60 60.1 65.1 80.1 71.2 87.9 LOCATION BR ❑WARD COUNTY, PALM BEACH AND GIAM-E-BADF CnIINI.YJ MONROE COUNTY EXAMPLE OTHER C ❑UNTIES GENERAL NOTES: 7 = 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FO RCOMPONENTS AND CLADDING OOF Stope pis E N G C O Inc. (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE _ Engineering Services - CA 8116 VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART 5 6971 W. SUNRISE BLVD. 104 BASED ON ASCE 7 -05 PUBLICATION. a PLANTATION - FLORIDA 33313 I 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC I zs I Tel: (954) 585-0304 Fax: (954) 585 0305 ch> Izs MEAN ROOF �, E -mail: Engco@,AOL.com EVALUATION IS REQUIRED BY THE CITY OFFICIALS. a� HEIGHT 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings - Tables 1.1 AND 6.5.5) �- �e�e 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') wash r8 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd =.85 (Section 6.5.4.4 - Wind Directionality Factor) a <= BW x 0.1 or a <= h x 0.4 +NDV 10 - TRIBUTARY AREA: 10 SQF BW less or equal than BL 009 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than th a must not be less than larger of 4% of the least horizontal dimension or 3 ft. a = 3 feet or a= 0.04 x BW PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL 5/24/2009 MIAMi- E MIAMI -DADS COUNTY, F1,0R1DA NEW METRO -DADS FLAGLMR BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGI,FR STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOT OF ACCE PTANCE NOA www.buldingcodeonline.coit) Gopi Glass Sales & Services Corporation 7450 N. W. 41 Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material faits to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 510 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W02 -50, titled "Series -510 Alum. Fixed Window (Impact) ", sheets 1 through 4 of 4, dated 05/20/02 with revision B dated 09/12/05, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.l ., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE, IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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 he 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. 'phis NOA renews NOA ## 06- Q210.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval dvcutnopt:Ic itipn ;d above. 'i ire subr nitted•doct>;ne�tA2jtiott)yas reviewed by Manuel Perez., P.E. . . .. ••• •• • • • •• NOA Nu. 07- 1029.07 MMMt•DADECOUNTY Expiration Date: February 20, 2013 .O =K , f Approval Date: February 28, 2008 . • • Page I • 00 00 0 • • • • • • Goni Glass Sales & Services Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -50, titled "Series -510 Alum. Fixed Window (Impact) ", sheets 1 through 4 of 4, dated 05/20/02 and revision B dated 09/14/05, prepared by A1- Faroo(l Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurrieane Engineering & Testing Lab, Inc., 'Pest Report No. I-IETI -02- 1.211, dated March, 4, 2002 signed and sealed by Hector M. Medina, P. E. (Submitted turner previous NOA #02- 0826.03) 2. 'Test reports on: 1) Large Missile Impact "Test, SFBC PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No. IIETI -02- 1145A dated March 5, 2002 signed and sealed by Hector M, Medina, P. E. (Submitted under previous NOA 902- 0826.03) 3. Test reports on: 1) Large Missile Impact Test, SFBC PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., `Test Report No. KETI -02- I I 45 dated April 30, 2002 signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA #02- 0826.03) 4. Test reports on: 1) Large Missile Impact Test, SFBC PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., "Test Report No- IIETI -02- t 145C dated March 5, 2002 signed and sealed by I-lector M. Medina, P. E. (Submitted under previous NOA #02- 0826.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 9/10/05, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM EI300 -02 • • • • • • • • • • . Manuel ere7. . • • • • • • • . . .. Product Conti-of Esa n in NOA No. 07- 1029.07 Expiration Bate: February 20, 2013 . • 0 0 0 • • 0:9 • • • Approval Bate: February 28, 2008 • • •.• • • • Gopi Glass Sales & Services Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety- Plus 11- Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.01 issued to Surface Specialties, Inc. for their "Uvekol a Laminate Glass Component", dated 01/29/04, expiring on 02/08/09. F. STATEMENTS 1. Statement letter of conformance, dated September 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated September 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0210.06, issued to Gopi Glass Sales & Service Cot for their Series "Series "510" Aluminum Fixed. Window - Impact, approved on 06/1 5/06 and expiring on 02/20/08. ... • •. . . . ... Manuel Perez .>. • • • • • ' • • • Product Control Exa ►in NOA No. 07- 1029.07 Expiration Date: February 20, 2013 .. • . . • • • 0:* Approval Date: February 28, 2008 000 0 . . .. . . .. . . . .... . .. .. .. ... . . .... . .. . , 3 NAY t5_ NNf. FALSE NUNT:NS {3; .SOD OPTIONAL u rm .ROM 6m ENDS 4' A I� N,AD /SILL - CE GCP-7 �. n j 7 OPTIONAL Iz , GDP -7 I I I I ro� Iz' 4 ' � - -.:�_.�_ �� ,,,,�. FRAM .Cy „ O <. nI 74" –1 ... ., _....,..- / GOP-7 500 6 _. _ I MrtEREG-- -iL-•- "� WELDED JOINT j 079 �° ( d o ll :._ T • j GCP La 31 3/4 33 3 /4 _ F COP -7 3 R N . D.LS 3 x I a /Slll LO r WINDCw WIDTH •'!^..._ WiNUOw WIDM - n'„ . ,........ HS•. MAX)`. .))a G @. Y,� n USE DADE touNn APPROVED MULLION %� .062 -�✓• ' ' 1y o (UNDER SEPARATE APPROVAL) TYPICAL FL N t ;J TESTED UN ITS S;,AZ NG � _I AZIN„ Z , i�? j � �! p v 4 _ cop-9 y U' n ...... .6S6 •I •)5W I f�a ' � .• s .R 7£S i5l ._AL3L'1tLN X_Z=lI_ w v ow • • r 1 • iv. : •••••• CEStGN 10A0 RATING FOR THESE WINOCWS 70 BE AS PER CHART "" .esar • • • • i � :0t I • Uc • • FIXED WINDOWS GLAZED WITH LAMINATED GLAS ...._. _ I • • • • • • SHOWN ON SHEET 2. __ � • • j! � I � .. S RATED FOR cOP -6 ff •I ��ji�� • LARGE MISSILE IMPACT AND RECUIRE NO SHUTTERS. • '•� t THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • h of I • • • • • • REOULREMENTS OF THE FLORIDA BUILDING Cop£ 2004 EDITION INCLUDING • • i f • • • • • • HIGH VELOCITY HURRICANE ZONE • • • • �— __.....- __.... • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 10 TRANSFER • • • • • • j: •;I • LOADS TO THE STRUCTURE 1 : OR. Huw,rouH r.AO°° • • • j I ' '' � • • • • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS SMUMRES PRODUCT REW.WI.p • • I k �' ; l Ae cox;g4i iioi ¢ • • EMBEDMENT TO BASE MATERIAL SHALL FLA. P£ BE BEYOND WALL DRESSING OR STUCCO. SAN. 35'6557 I S If.:, 38 wiC: Nl: i + f!• �: 9uMH; C ^yIC • I • • • • • • ANCHORING OR EOAOsNG CONDITIONS N07 SHOWN IN THESE DETAILS Ace <p;,•,.a.vAyl�? a j " • • ARE NOY PART OF THIS APPROVAL. A 33% INCREASE 14 ALLOWABLE STRESS IS USED IN DESIGN OF W000 By (drow;IRj•�o� ANCHORS ONLY. ONLY�r I M6m - eFrodaf Ca• it ( M6m - eProArn Cap i DIv w oe -5o ALL STEEL IN CONTACT WITH ALUMINUM TO B£ PAINTED OR PLATED. E __„_ _,_ -,) sne�F.T. q�....a_) t -..... DESIGN LOA 7) CAPACITY - PSF _- W VADT.H -, MINDOW WIDTH I_ '�AY)t➢7►D1MS. CLASS TYPES 'x', 'B' At 'C' WON N • I- ( -) '� x•000 18' J) •710 77.0 71.0 L r 1 �: I V �� • • 2 • f]f• 1.0 I f . �3 • • 71.0 71.6 - • " ` • 36• (3) (} 77. , 71.0 lF g • 42' 19 71 i1.q s ;. d 1 I # I I g R • 1a7c•(s • • r, 71.0 L _ _ J s L _ J n S ••i••i • • • • • 2 �) • �• 7 • • 71.0 WINDOW 7Y10771 WINDOW WIDTH YANDOW WtM Q ♦ ! I • • 30 ( (4) 77.0 71.0 i" " y.' n ` • • • • • 36' • • • 71.0 ROM i_� g cr 42• 0•,0 • 6 0.110 MOTH AND LENGTH DIMENSIONS CAN BE ORPEN1E0 7-^r- - • • • • • • 18` (3) 77. 71 - 0 VERTICALLY OR HORIZONTALLY AS SHOM ABOVE • 24' (9) 71.(b 71.6 I ( C » 30• (3) V 0 1ftf • 71.0 i••••i V A � )i 3 3 f v • • • mV 42' ( <) 0.3.0 • 63.0 go**** 1a (3) • 7 . 71,0 WINDOW 2 4` • • 0 71.0 71.0 MOTH WINDOW 1YIOTH NTNDOW 7VIDtH I JB' (3) 710 r,R 0 i U f ii- = --I v (- _ - - 1 ,:. 1 �1 $4• (3) 71.0 71.0 *�I I � - f - I I , g (6) 0 J0' (3) (6) 71.0 77.0 - . f s? 1 z 1 lg 3 ; t 2e ( .3) 96' {7) 77.0 77.0 - R 71.0 71.0 Ix w ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOAT! ABOVE OR SIMILAR CAN BE U to , h F 37' (3) 28' 71.0 71A VERIFIED BY INSCRIBING PICTURE WINOOW SHAPE WITHIN SQUARE OR RECTANGLE AS ff 48 (4) (]) 7t.o 71a SHOWN IN DOTTED LINES FRO AND OSTAtNINC ALLOWABLE LOADS M THOSE SHAPES. 71.0 71.0 E CN ; - j '^ 71.0 717 D.L.O. . WIDTH OR HEIGHT - 3.25" Z e+. 2a- 1/2'(3) 71.0 71.0 L 0. 0 3r (s) 36 - 3 /e 77. 71,0 N 1, 46^ ( ( 66.9 68.9 SJ- 1 /a'(3 .9 68.9 71.0 71.0 I� 2d- 1/2'(3) 71.0 71 3J16" ANNEALED CLASS J /16' ANNEALED CLASS JJ76' ANNEALED CLASS i 37- (3)' 50 -3/8" 71.0 71 A _ .Ogp pyg tNl£RUYEA 7M 080 POLIESKR tNTERLAYER ("CLASUAF M SAFETY -PLUS -PLUS 090 PPQ iNTERLAYER'� 48' (4) ( 53.1 y3.1 "SO4U SAFLC( OM./KEEPSAFE � "LKKOL S f .0 P£T nLM 10 gg 37- I/6'(3) 32.2 $2.2 74- 1/8•(3) 71.0 71A f3/16* ANNEALED GLASS 060 POLYESTER IWERLAYtR 3/I6 ANNEALED CLASS qq _ / r SA iY -PLUS , stCg i 26-7/2 (3) 7I.0 71.0 , I J /)6 ANNEALED CLASS I 57• '- $IIJCOH£ S (((' SILICONE Sr (3) (3) 71.0 71A SCHNEE- MOREHFAD 5731 j Ste£ I SCHNEE- MOREHEAO 5737 � 7 46• 4) 55.1 sS.1 ¢ I r'SCHNEE- MOREHEAO 6731 191/8' (J} 710 26- 1 /2'(3) 63• 77. 71.0 71,0 G 0 0 1 0 _ 3r (3) ( 70.0 70.0 R i 19 -1/6` (3) 71.0 1 11.0 „ I I I I 11.0 ]Y (3) ( 67.0 6r.0 ( I I I ' Figr. OR. NUHAYOUN FAR006 ' o I gg g SiAtlCRIRE' PMDUCTRE7MEWW c J NUMBERS IN PARENME5751rAKMTE 57 M R A is" i41A4 tlerldt u � NUMBER OF ANCHORS KOO. PER SIDE, c 6 CAN. . J"a is 4oaa77R:a� I � 6 a rxLA:SS. TYPE 'B' , Gl A$�.TYP 9414ir.: �c.e I _ NOTE: �^ t' . drOwing rte. CLASS CAPACMES ON THIS SHEET ARE / M1ml AtrgrodxMCr� WO2 J{) BASED ON ASTM E1300 -02 (3 SEC. GUSTS) r�ING TIO'.c OP i�Y T 4 )} }{I% DNH q LARGE MISSILE IMPACT RESISTANT CUSS, SHUTTERS ARE NOT REQUIRED ,sh eer A E FYP E CAL ANCHORS MIETAL W000 BUCKS NOT BY GOPI GLASS CORP. MUST SUSTAIN • • • • I SEE ELEV. FOR SPACING (STEEL OR uUM, 1 /e' MIN. THICK) LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM • t • • • • • • • • • STEEL : Ty 36 KSI MiN. TO THE BUILDING STRUCTURE. • • i • • • • • • WOOD BUCKS uUMWUM 60b3 - MIN. - 7 .- .__........_, _ m. • f '!:° 1 TYPICAL ANCHORS •••••• ••f• • • ° SEE ELEV. FOR SPACsuG • • • ` s SEE ELIEV. FOR SPACING • L .,,_.__ ._.....- .�_.._. ... ._ -.... ' - -- -. .,...i. 1 T3 /B�iAIN. WOOOUCTURE lO °�, • • • • • • • � = { T x THRU I BY W000 BUCKS INTO MASONRY 04 DIRECTLY INTO MASONRY a' 4 • i • • • • • +�: i`Z/I I *`,s 1 /a" MIN. EMBED INTO MASONRY OR CONC. 5 n S • • • Ka"i •_�...._ _ • ': ; ..� 1 910 SIRS OR S.Fti DRILLING SCREWS (GPADr 51 • • • • • • I I�, ,� m.�-- �I INTO METAL STRUCTURES (T /e MIN. THICKNESS) c �O y a • • • �.,a * I! ` , �✓ ) 617dS OR SELF DRII I..,SS+M ( MI N , Si� 2 CR51 INTO APPROVED MULLIONS (NO SHIM SPACE') z ( I ••i••• I • •�• i • • • • • • -- - ... I ,n i ! • f �� SNAP COYER • j. X12 % 1 sus !i•. • OPTroNPL ¢ J J • • i • • • o r M ENDS I' SFALA STS: _ • M • • •2 :O.C. IYP. _ r • FRAME CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH SEALANT. i {{ a of o II En W ff. fir— I n ! of it I � ' F :E� s ! i I I f�l Iii m t i TYPICAL. ANCHORS t T� SEE ELEV. FOR SPACING i / I I to tol S " 1 . , V� xg I I �4r• 0 .5fHUCANRES FARDOO 1 1 T M PE / F6557 FROOUCT ]5]9 " i l t FI ,�s cpe;sty .. 1 tRe Flur+ a At TYPICAL ANCHOR$' 2 BY.; \ `TYPICAL ANCHORS •' [- 1 SEE ELEV. i0R SPACING w000 BUCK OAOE COUNTY / Cdra �Dg SEE ELEV, FOR SPACING Hy i APPROVED MULLION 1k MULLION ANCHORS MLm o ePralvetCoel W02 -50 :TRN I PART / QUANTITY DESCRIPTION WTERtAL tlA.VF. /S�TPLIYP /R2YAlt!(5 ! �' V • • • `• • t GOA 10 2 FRAME NEAR /S14 BC 6J -R _ d IN � • • • • • • • • 2 I GOP 7 2 F RAME A l b t I • • • • • • • • • ) GOP - A ... GLAZING BEAD _! " TS 1 • • • • • • l COP B 0.S PTI T 606 REQO COVER CN.WNF!„ J 5 . OONAL v e 1 • y TYAICAL ANC '- _ .-. -_ .. �_ • . • • • • • • f SCE e_e v. FLM� SPw tNG � s !B x 7 /A' i 2/ CORNER ASSEUDLr G )12% 1' AS REDO. GLAZING d 8FAD SGREWS • 7� FR04 ENOS d 32 O.C,.1 4'.k. 54$ � i •• u •�.. •••••• 1 d� .. 01 • 1 /�•i�i(, • • • • • • • f T " -_� • • • • ``� WELDED JOINT 3S `p • • • • ♦ AT ENOS Q ¢ n _ 3s • • �g 0 ' i�- ••w I1,'. 1 I i. II 1 i �d Qn m •••••• �j �• ••` ••• � •••••• Yw £ •.. ! It d Wv welJZEO JoLVr • .�'. • • ., .. I ``9 I � - AT ENDS �J .I�j Z5 vs • i� a'$ • - w - .• • I II� f i i H I C w �� " • _.. •••••• r 77 281'_ 1/4' vim " O_ I( i �!) li . )I/ +0. E.. WOOD Dvcx i X, SE E OPTIONAL CORN \ C j it ( ER 2 1 1 9 R TYPiCAL ANChOR$ a E CLEV FCR SPACING ) CIRCULAR WINDOWS i i Z ., rn T\ sv �Y .l , EX rERIOR , - VOCD 9C'CKS V � RECT. OR SOUARE WINDOWS SEE SEPARATE NOA Ik -- FOR MULLION AND i o, TYPICAL ANCHORS MULLION ANCHORS .o SEE ELEV, FOR SPACING TYP. COR g_ 119 f o;S �c�`. 1 I i Err. DR. NUMA'!CISH FAR I�I 4 s RvC7URE5 P2v LC! RPfi 5.i^SD 4...' fl c. uia T � a1 +^ 3 t . ��t X1.3 $ a r0' 1 ' �shccL 4of,,,_¢J I MIAMI•DiADE � MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 146WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cod ESCRIPTION: Aluminum Tube Mullion (No Reinforcement) — L.M.I. urrunum Tube Mullions ", sheets 1 through 3 of 3, dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and ex 0 000 1 WISSILE IMPACT RATING: Large and Small Missile Impact Resistant b at name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This JJO&ge -4sas and renewsi4OA # 06- 1212.05 and consists of this page 1 and evidence page E -1, as well as tproval d&A1a0ntiment * above. The s�ubmii do mVentltion y& reviewed by Manuel Perez, P.E. • • • • NOA No. 07- 0828.06 d • • • • • • • • Expiration Date: January 2, 2012 ti • • • Approval Date: December 6, 2007 Page 1 • • • • • • • • • • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 06 -TRA -0004, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions ", dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, 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 along with marked -up drawings and installation diagram of two mulled Alum. Single Hung Windows, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- T214 -07, dated 6/21/07, signed and sealed by Daniel G. Farabaugh, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per PA 202 -94 along with marked -up drawings and installation diagram of two mulled Aluminum Sliding Glass Doors, prepared by Miami Testing Laboratory, Inc., Test Report No. MTL- 16605, dated 12/07/95, signed and sealed by David Gale Ober, P.E. (Submitted under previous NOA # 99- 0104.02) 3. Test reports on: 1) Large Missile Impact Test per PA 201 -94 2) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of two mulled Aluminum Double Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -1350, dated 12/12/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA # 99- 0104.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004,, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 2. Statement Ietter of no financial interest, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. G. OTHER • • • • • : 1� • . loti ce of Acceptance No. 06- 1212.05, issued to TRACO Security Windows & Doors, •. •; ; I; for1heir Aluminum Tube Mullion (No Reinforcement), approv 02/01/07 and • doxl3irAfg on 01/2/08. • • g . ... ... anue z, P.E. • Product Cont 1 E aminer • o • 0 • • • • ` NOA No. - 0828.06 . . . .. . . • . • • ` • Expiration Date: January 2, 2012 Approval Date: December 6, 2007 ... ... E-1 ... . . . ... . . FRANK L. BENNARDO, P.E. ..... .. 00 . ALUMINUM TUBE MULLIONS NPE0096549 LARGE MISSILE IMPACT RESISTANT L • ' � M M E • • • • WW • •••• • •••••• GLA ING tca •••••• .00. PRODUCT G ENERAL NOTES wW �9 • •••• • • • 3 LLe 3 • • 2x2x1/8" 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN • ALUM. TUBE ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE _ -- i HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM LL Ix3x1 /16x1 /8" DESIGN MANUAL. Ij -1x4x 1/16x5/32" 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE till ALUM. TUBE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED ¢� �- FOR WOOD ANCHOR DESIGN. �- go o _ _ _ 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH �`^ - — I THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON AJOB- SPECIFIC BASIS IN U z z a ACCORDANCE WITH THE GOVERNING CODE. o = a ° 0 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE ,-GF= Yr O " u g 2x4x1/8" ALUM TUBE a.. u c INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE O CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION O Q C O -- - - - - -� WITH THIS DOCUMENT. m co =� S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE 2x6x1/8" ALUM TUBE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE z O we 'L ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. .� j Q J a j 6. ALL EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLOY, UNLESS NOTED c f �- OTHERWISE. 3 g f 2.000" 2 00 I 7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL 3.000" MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. ' 8 4.000" -- - S. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD z CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR m 8 HORIZONTALLY AS APPLICABLE. 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY x a 1 TYPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS IM MU t� rc L HORIZONTAL OR VERTICAL INSTALLATION r 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. i — 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. fi S Y K Z PRODUCT REVISED 06 -TRA -0004 PRODUCT !IENMD as e..payiag avian A. FIeraly SCALE; - O1 �, as aea*� ?p3�y YVm. the lROt'ltla •Aid5aa C9L7a SWid'aa:;y Gc +i': � 212. 5 PAGE DESCRIPTION: O6 Aor:¢�e< 7Fe 12 �pq - I 8 INIiA ' Dede Pradwt Coo S II � ;Alv' iBn • • 12 • • • • • • F PE0046549NNARD0, P.E. • • • • • ANCH j • DESIGN lOAD SCAE _ _, _ - 4040_- - • • 0000 pFtoot tCl'REN�:tkE TN ✓L�^ r • :.'LL r • TABLES BEL�� EIEE ALLOWABLEE PRESSURES FOR EACH Ttbl!8nP Y h 1UeR6 tDe F6oci Y x L?,kae ay,q 1 FENESTRATION M LION AT SPAN & jRIBUTARY DIM S 901 I '� PRODUCT iQ r,�•,',•� N. HORIZONTAL 2. MULLION SPA & TRIBUTARY 5 A R� DEYICIED TO THEY tto -I ,t, -n-'sv S VERTICAL MULLION rn ;rauez weave -yyi: ;;y5„ �.D� MULLION L I� U • •••• •• •• •• •• j 1 ANCHORS Z i U �� 0 • • • • • �, a FENESTRATION A ` e •••• • • • 'TRIG TARY NCHORS MI»m Ile plodoet Co Kpy�gg :f PPRODUCT • .:1: x 2" x jh" TUBE •• MU Uivl D z SPA = ORPE A, B PE A B OR Q # M z wI w2 W MULI+ON TR10UT�Y•S�Ay • • • • f ^' W LL '�" 0 z 24" 27^ 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 3 FENESTRATION FENESTRATION W Z = a 11 105 -- • - • • 0000 --- 0000 0000 0000 --- --- 0000 PRODUCT PRODUC z .8 • • • _ ANCHORS T � 76 14.5 .9 11 6 R15 _. - 4040 . - 4040 _ 4040 4040 4040 TYPE 9 • A, B, 0 11.1 10.3 OR C Z Y • 72" 23 0 20.4 18 4 16 153 141 13.1 12 3 11 5 10.8 10.2 -- W W n � e � u z ' 1. 66" 29.8 26.5 23.9 • 1 7 '' 19.9 78.4 17.0 15.9 16.9 � 14.0 73.3 12.6 I 00 397 353• 31.8 •289 • 26 .5 246 22.7 21.2 19.9 _187 17.6 18.7 - }�W i�MULLION SPAN ��v3 54" 51.7E • •Abe • 41 A 37,6 � -- 345 31.8 29_6 27.6 _ 2 5.9 24.3 23.0 21.8 p w °= " 48 65.9 58.6 521 47.9 43.9 40.5 37.6 35.1 329 31.0 29.3 27.7 ti p - _ 42" 86.6 77.0 69.3 63.0 57.7 53.3 49.5 46.2 43.3 40.8 38.5 36.5 _. - 4040_-_ Q < 36" 178.7 105.5 95.0 863 _7_9.1 73.7 678 63.3 85.8 80.7 76.2 72.2 2 x 4 x 1 /8" TUBE MULLION 30" 140.O 140.0 1372 1248 174 4 105.6 98.0 91.5 MULLION TRIBUTARY SPAN SPAN 24 27" 30" 33^ 36" 39" 1 42" 45" 48" 51" 54" 57" _ 12 - 144" 25.8 22.9 20.6 18.7 17.2 - 15 7 13 .9 __ .9 12.1 11.5 10.9 �tg 1" x 3" x 1/16" x 1/8" TUBE MULLION 40_40 _ 138" 29.3 26.0 23.4 21.3 195 18.0 16.7 ^ 15.6 14.6 13.8 13.0 12.3 Q �e a N TRIBUTARY 2 33.5 9.7 268 . 22.3 206 19.1 178 6...9 14.1 r ' V w 0401 243 4040 17 157 14 _.� Z Z MULLIO IBUTARY SPAN 132 a SPAN 24' 27" 30" 33" 36" 39' 42" 45" 48" 51" 54" 57" 126" 38.5 34.2 30.8 280 - 25.6 237 _, - 22.0 20.5 19.2 18.1 17.1 16.2 -- I--I N F 120" 11 0 -- --- 0000- 0000 --- 0000 0000 0000 0000- --- --- 120" 64.5 39.6 35.6 32.4 29. 27 4 25 23.6 22 3 21.0 19.8 18.8 > o rn z M a 40.40- z _ 0401-- 4040 0.401. w 114' 12 8 11.4 70.2 -- 0000 -- 0000 0000 - -- - --- 114" 51.9 46.2 41.6 37.8 34.6 32 0 29 7 - 27 7 4040 26.0 24.4 23.1 21.9 O w V J .. - m 708" 15.1 13.4 12.0 11 0 10.0 0000 --- - - _ 0000 - --- 108" 58.2 51.7 46.5 42.3 38.8 35 8 33 2 31 0 29 .1 27.4 25.8 24.5 U F Q Q -_ - 4040_ _ ` 9 102" 17.9 15 9 14 3 1 3.0 11.9 4040 11.0 10.2 --- -- -- 102" 65 4 58.1 52.3 47.6 4 3.6 40. 37 4 34 9 32.7 30.8 29.1 27.5 f U _.. - 0401__ .4040 -- -- .0400 -. - -�- .4040__ Q f 96' 21.4 19.1 17,2 156 74.3 132 1 2.3 114 10.7 101 - 40 00 -- 96" __74.7 65.6 59.2 53.9 49.4 45.6 42.3 39.5 37.0 34.9 32.9 31.2 S 90" 25 22.9_ 20.6 18.7 172 15.9_ 14.7 13.7 12.9 12 -1 114 10 -8 90" 84.5 75.1 67.6 61.5 56.4 52.0 48.3 45.1 42.3 39.8 37.6 35.6 - _ 159 . ! i 12.5 84' - 97.4 86.5 77.9 70.8 64.9 59.9 55.6 51A 487 45.8 43.3 41.0 V1 F 0 8 84" 29.8 26 4 23.8 21.6 19.8 18 3 17.0 14.9 14 0 13.2 -- -_ 400 0 Z 78" 34.7 3 09 27.8 25.3 - 23.2 21.4 198 185 17.4 16.3 15.4 14.6 78" 113.3 100.7 90.6 82.4 75.5 69.7 64.7 604 56.6 53.3 $0.4 477 Z N -- - 3 72' 47.0 36 5 32.8 29.8 27 4 25.2 23 4 2 9 20.5 19.3 18.2 17.3 72' 133.4 118.6 10 6 7 97.0 89 0 82.1 76.2 77.2 66.7 62.8 59.3 - 56.2 Q E O -- --- - -- - - -- a 9 66' 49.2 43.7 39.3 35 8 32.8 30.3 281 26. 24.6 23.1 21.8 20.7 6 140.0 740.0 127.2 I 115k 106.0 97.9 90.9 84.8 79.5 '; 74.8 70.7 67 0 9 53.2 47.9 436 39.9 _ 36 .9 34.2 31.9 30.0 .28.2 26.6 25.2_ 60" 140.0 -_ _140, 140 _ 139.9 128. 3__ 118.4_ 7099 1026 96.2 1 90.5 85.5 81.0 a w ' . 59.6 9.7 45.8 42.6 - 39 7 37.3 35.1 33.1 31.4 54" 140 0 140 0 140 0 140.0 140.0 140.0 135 7 126 7 118.8 111.8 .. g . 4040 4040 i 1056 1000 < 54 745 66.2 54 2 4 s 48" 95.0 64.5 76.0 69 1 63.4 58.5 4040 54.3 50.7 47.5 44.7 42.2 40.0 48" 140.0 140.0 140.0 140.0 140.0 140.0 1400 1400 140.0 140.0 133.6 4040_. 0 401__. .4040_ 4040-, 4040_ m 42" 125.1 111.2 100.1 91.0 83.4 77.0 715 66.7 62.6 58.9 55.6 52.7 42" 140.0 140.0 140:0 id00 140. 140.0 1400 740.0 - 140.0 140.0 - 140.0 126.6 7 140.0 1.400__ _ _ -_ 36_ 140A 1 4_0.0 137.5 125.0 1745 105.7 98.2 __97.6 859 80.9 76.4 72.3 36" 140.0 140.0 - 140.0 140.0 1x0_0 740.0 160.0 id0.0 140.0 1400 1400 1400 f 30" 140.0 140.0 740.0 140.0 140.0 140.0 140.0 133.2 124.9 117.5 111.0 105.2 30" 140.0 140.0 140.0 740.0 140.0 140.0 140.0 140.0 740.0 140.0 140.0 140.0 8 1" x 4" x 1/16" x 5/32" TUBE MULLION 2" x 6" x 1/8" TUBE MULLION 5 4 - 51 - _ 5 - MULLION 1 i 12.9 116 106 i�D � � 7 M ' 810N TRIBUTARY SPAN .2 2 0 11 0 10.2 -- 138 N 13 !'. 1 - - 0000 --- --- MULLION TRIBUTARYSPAN " 64.4 57 3 1.5 46.8 429 3 63 36 e� 3 3 28.6 32.2 30. 27. U l �� 8 5 73 8- 16.9 16.6 15.7 13.7 12.6 11.6 108 10.1 _ 132" 70.6 57 56.5 51, 36" 39 42 45' 46" 0. 86" 57" 24" 27" 30" 33 36" 39" 42" 45' j 51" 54" $7" SPAN 24" 27' 30" 33' o --- 4000 .0040 _ 4 47.1 43 5 403 37 7 _ 35.3 3 3.2 314 ``° 126 21.2 18.8 4040 4040 _ . 0001 4040.- 4040 _ - N _ - _ - 4040 7T.7 69.7 622 56.5 51.8 47 8 _ 4d 4 _41 5 38.9 36.6 34 5 32.7 114" 26.2 23.3 21.0 19.1 17.5 16.1 15.0 14 0 13. 12.3 11 7 71.0 114 - - -- _ - 4000 4040 120" 23.5 - _ 20.9 18 8 : 17.1 15 7 14. 13 4 12 5 i t.8 1 1.1 10.5 120" 86.0 76.4 68 8 62.5 57.3 52 9 49 1 T� - 45.8 43.0 40.5 38 2 36.2 1 0 15 4 74.1 13.0 12.1 11 3 10.6 -- 126' ` 0000_ - 040 - - 4040 00.40._ � 95 6 84 9 76 4 69.5 63.7 58 B 54.6 I 51.0 ''�, 47.8 45.0 42 5 40.2 ' 108" 29 4 2fi.t 23 21 4 19.6 18.1 16.8 15 7 14.7 13.8 13.1 12.4 08' 106.8 94 9 1 85 4 77.7 _71.2 65.7 61.0 57.0 53.4 I 50.3 47.5 45.0 x m 40.. - _ - -_ 102' _ 3 3.2 �' 29.5 26.5 24.1 22.1 20.4 19.0 17.7 16.6 1 15.6 ! 74.7 74.0 102" _ 120.1 106.8 _96.1 67.4 84.1 ! fi0.7 56.5 53.4 50.6 � I 3 96' 37.7 33.5 30.2 274 : 25.1 23.2 21.6 20.1 18.9 17.7 16.8 15.9 96" 136.1 121. 108 .9 99.0 90.7 83.7 77.8 72.6 68.0 64.0 60.5 57.3 . 4040 0401 4040 0040 90" 43.2 38.6 34.6 31.4 28.6 26.6 24.7 23 0 27.6 20 3 - _- - 0000 00 - 1 19.2 782 90" 140.0 138.1 - 124.3 113.0 103.6 95.6 88.8 82.9 77.7 73.1 691 65.4 . - - - - _ _ 84" 50.0 444 40.0 363 .. _33.3 30_7 .,0 28.5 26.6 25.0 - i 23.5 22.2 21.0 84" - 140.0 '', 1400 1400 13 179 .3 110 .2 102.3 95.5 89.5 84.2 79.6 75.4 4040_ - _.. 78" 56 � 51.9 46.7 424 36.9 35.9 33.3 31_7 29.2 27.5 25.9 24.6 78" 1400 140 1400 140.0 138.9 . 128.2 119.1 � 111.7 104.2 98.1 92.6 87.7 _ 06 -TRA -0004 q. 72" 690 61.3 55. _ _ _5 460 42.5 39.4 .8 0. 1 72" 140. .' 36 34.5 32.5 37 29. 140.0 140.0 4040 140.0 140.0 140.0 140.0 130 9 122.8 115.5 109.1 103.4 SCALE: - O S y 66" 82.8 736 66.2 -� 602 55.2 50.9 4 7.3 44.1 38.9 36.8 34.8 66" 140.0 1� 1400 140.0 140.0 140.0 140.0 1400 740.0 138.0 130.4 123.5 PA DESCNIPTION: _. _ _ - __.____- 100.9 89 7 80.8 73.4 67.3 62.7 57.7 53.8 50.5 47.5 44.9 42.5 60" 140.0 140.0 140.0 140.0 740.0 140.0 140.0 140 0 140.0 140.0 140.0 140.0 - . _ _- _.... 0040 _ 125.7 171 7 100.5 91 4 83.8. 7771.8 67.0 62.8 59.1 55.9 _52.9 54" 7400 j 140.0 740.0 140.0 140.0 j 140.0 140.0 740.0 740.0 140.0 140.0 140.0 - 48 ". 760.0 1400y 128.4 _1187 1 _ 96.6 91.7 85.6 80.2 75.5 71.3 67.6 46" 140.0 140.0 1400 140.0 140.0 140.0 1400 1400 140.0 140.0 140.0 740.0 $ - _ __�.__0401 3B' 160.0 14 0.0 140 0 - 140 0 140.0 _ 140.0 140.0 � 140.0 140.0 136.9 t 29.3 122.4 38 140.0 .0 _ 140 0 140 - .0 140. - 140. 140.0 140.0 140.0 u / ^fLf -- - 140 0 0 1400 1 d0 0 140.0 - LJ 0 42" 140.0 140.0 140 0 140 0 140.0 1 30.2 120.9 112 8 105.8 99.6 94.0 89.1 42' -140'0 -. 140 0 140.0 _ 140.0 140.0 140.0 140.0 140 0 4040 _ 140.0 140.0 140.0 140.0 30" 140.0 140.0 140.0 140.0 140.0 7 140.0 140.0 - 140.0 140.0 140.0 140.0 140.0 30" 140.0 140.0 140.0 1400 140.0 140.0 7400 140.0 140.0 740.0 140.0 1 140.0 ••f• FRANK L BENNARDO, P.E. • • • • • • • • # PE0046549 • • •: • • RPIC 4 fy "A" ANCHORS TYPE "B" ANCHORS TYPE "C" 6:0060 0100 • • .Goff• • • *goof • • f 2.2x1 / . • - A M. ANGLE OTCH WOOD BUCK • • • • • NUM. ANGLE \ f • • ALUM. ANGLE- -- { - N Z o v g • • TO ACCOMODATE ® 'o • • • • • • • • • CLIP ANGLE TO MASONRY • I I 2x2x1/8" W # • f ALUM. ANGLE VJ : if t•.M.� • • • #14 S.M.S W - w : 2/ A: #14 S.M.S GLE a 2/ ANGLE l a Z W - = x° w • • - > U w : a I TAPCON • • • • • ir3/ ANGLE 1 / MI . EMBED N. e _ -f C ___ • _ __._ �_�__- ___ _ 2/ ANGLE Z� . w W � ez wM3 'R4lLtltff • MULLION a Y • • I \ I � p W� z � a `MULLION n a ` n CONCRETE OR Q _ GROUT- FILLED a - _ #14 S.M.S W/ 1 -1/2" MIN. - #14S. M.S W/ 1 -1/2" MIN. -. a BLOCK =y EMBED INTO WOOD 1 /ANGLE EMBED INTO WOOD 2 /ANGLE ¢ or U u a� � a a '= rn z�a MULLION [MULLION MULLION 2x2x1 /8" a ALUM. ANGLE O Q F O 2x2x1/B" 2x2x1/8" i 3 -5 /8" LONG u+ a ALUM. ANGLE ALUM. ANGLE 2 -5/8" LONG 2 -5/B" LONG p 4 3 w 4 r ° z / l I � 1 14" O TAPCON 1.114" MIN. ED, 21 ANGLE 44 OT o M M a c e g 1. OEM ' MAX. MAX. 500 - - 1 ffi a _ -_ _ __ _ a ? 1.500 i CONCRETE OR x g MAX. GROUT FILLED �!,m BLOCK �I � MULLION YRODU9u - � 1 � r - { 1 11/16" as coes�lY "®6 46aPlmTkk 2x2x1/8" P I Rul+liana.�e ,O c V12, z ALUM. ANGLE ps¢ztiaa I r x 2.000 N TY1/8° P. MIN. Mia® at&Graded' rcz #14S.M.S. �- 11 /B "� DNi oa - 2/ ANGLE �--� -. DUCT 3ir'.VLBFA 06 -TRA -0004 in a P°m � 'f `•-- — 3 " ----} a. rnn•Hk YR9 • sCwlE: - 01 NOTCH ANGLE TO MISS PAGE DESCRIPTION: MARBLE SILL OR TRIM. MULLION CLIP E n, ° • ALT. TO ANGLES FOR ALL ANCHOR TYPES — 3/16 0 TAPCON • THIS CLIP SHALL FLOAT INSIDE MULLION PRECAST I/ A2" LE MIN. EMBED NO SIDE FASTENERS REQ'D) CONC. SILL 8 a � ANG i I I Florida Building Code Online , gal CIS Home LQ�L • • • • • • • ' User Rgaistrabon ILIL Suk L Publ ications '�' Search • Topics Surd •:•. roduct Approval SER: Public User Product ADDroval Menu > Product or ADDlication Search > ADDlication List > Application Detail FL # FL5974 -R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. N Address /Phone /Email One Silverline Drive v North Brunswick, NJ 08902 r� (732) 435 -1000' rickw @rwbldgconsultants.com 3 c Authorized Signature Craig Calderone Z rickw @rwbldgconsultants.com Technical Representative Address /Phone /Email file: / / /Cl/ Users / Road %20Runner / Desktop / Florida %2OBuilding %2OCode %200nline.htm (1 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online Quality Assurance Representative Address /Phone /Email $ Category Windows • • • Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a " Licensed Florida Professional Engineer F m Evaluation Report - Hardcopy Received E' r ry ' Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 w , Validated By Ryan J. King, P.E. m Validation Checklist - Hardcopy Received a4 ti:' s. Certificate of Independence FL5974 R2 COI CERT OF INDEPENDENCE.ndf Referenced Standard and Year (of Standard) Star Xr Y � 101/I.S.2 1997 4 ASTM E1300 2004 ASTM E1300 2002 TAS 202 1994 Equivalence of Product Standards y Certified By Sections from the Code file: / / /CI /Users/ Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (2 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online • Product Approval Method Method 1 Option D Date Submitted 11/21/2008 • • Date Validated 11/25/2008 :600 • Date Pending FBC Approval 12/19/2008 ••••• Date Approved 02/03/2009 � o f >Podu _ .. US F FL # Model, Number or Name [ Description 5974.1 a. Series 2700 - Model 2760 Extruded Vinyl Single Hung Window - Nail Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL5974 R2 II INST 5974.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 �\ Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5974.1 for Design Pressure FL5974 R2 AE EVAL 5974. i.ndf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. F 5974.2 b. Series 2700 - Model 2760 Extruded Vinyl Single Hung Window - Nail Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5974 R2 II INST 5974.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5974.2 for Design Pressure FL5974 R2 AE EVAL 5974.2.ndf I Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) 5974.3� W j c. Series 2700 -Model 2710 ; Extruded Vinyl Single Hung Window file: / / /CI /Users/ Road %20Runner / Desktop / Florida %20Building %2OCode % (3 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL S974 4 R2 II INST 5974.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 •••• Impact Resistant: No Created by Independent Third Party: Yes •' Design Pressure: N/A Evaluation Reports • Other: See INST 5974.3 for Design Pressure FL5974 R2 AE EVAL 5974.3.Ddf :. Ratings, any additional use limitations, installation Created by Independent Third Party: Yes • • • instructions and product a 5974.4 d. Series 2700 - Model 2710 Extruded Vinyl Single Hung Window units of Use Installation Instructions Approved for use in HVHZ: Yes FL5974 R2 II INST 5974.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ✓ ^_ Impact Resistant: No Created by Independent Third Party: Yes f. Design Pressure: N/A Evaluation Reports Other: See INST 5974.4 for Design Pressure FL5974 R2 AE EVAL 5974.4.Dd Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. (Note AS E1300 -02 utilized for areas inside the HV 5974.5 e. Series 2700 - Model 2710 Extruded Vinyl Single Hung Mulled Windows (Utilizing 2723 Mullions) a Limits of Use Installation Instructions Approved for use in HVHZ: No FL5974 R2 II INST 5974.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5974.5 for Design Pressure FL5974 R2 AE EVE- 5_ 974.5 Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. 5974.6 f. Series 2700 - Model 2710 Extruded Vinyl Single Hung Mulled (Utilizing 2723 Mullions) z: y f file: / / /C1/ Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (4 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL.5974 R2 II INST 5974.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 •••• Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports •••• Other: See INST 5974.6 for Design Pressure FL5974 R2 AE EVAL 5 74.6.Ddf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) D� dministrati�o,�n Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- 2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disdaimer Product Approval Accepts: M L)isc eCh :1 Bobby I I file: / / /Cl/ Users / Road %20Runner /Desktop/ Florida %2OBuilding %2OCode %200nline.htm (5 of 5) [3/19/2009 5:42:45 PM] � � W S„ •••••• •• flv e ki rl in UM) Cam` •••.• • •�•••• ? gym 5 v 6 • W- lADOW.SoDOORS -_ •'A n cl t-ri n C cm p a n y a m m o a � � M � N ZOm `• . .... 1 ,ILVERLJ*1*lj* QR1*VE, NORTH BRUNSWICK, NJ 08902 • • • • •• 8�p<`3 • • • a C O . :14RIE9 2100 - MODEL 2710 E r EXTRUDED VINYL 53.5LANGE WIDTH _ $ FLANGE WIDTH ° p® Ae 8 ®�0/� y�e FRAME WIDTH � $ Nz SINGLE HUNG WIND z� oz �NQT ( � az w S N� W aluated and i s in compliance with the 2007 Florida Building Code ? N (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). o cc 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. r < < m 3. When used in the "HVHZ" this product is required to be protected with an impact resistant > o covering that complies with Section 1626 of the 2007 FBC. J, 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with x z Section 1604.1.2 of the FBC. ° 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown r for 2c buck masonry construction. a i 6. Site conditions that deviate from the details of this drawing require further engineering i a analysis by a licensed engineer or registered architect. o a�1 z I 7. This product meets water infiltration requirements for "HVHZ ". I Q o a Z U TABLE OF COMIEN73 DATE: 11/12/08 i SHEET# DESCRIPTION {?itf lL# ' ; C3i71 LR f3Y£RA[L SIG1V p E55L7X5 (PSF ` SCALE: N.T.S. 1 Typical elevation, design press &general notes 1SN1x DWG. BY: BT: AL m' 131tiT�1dS M' Yy . .. NEGAII d 2 Horizontal & vertical cross sections c"K. er: LFS 3 3 Buck & frame anchor 53.50" x 74.50" 52.00" x 73.00" 47.00" x 33.59' G1 +62,0 -68.0 DRAwmc " °.: m g' 4 Bill of materials, glazing detail & components FL- 5974.4 0 a c y s "EC 7 or 4 C I i . • e w •••r• .•.•s �.• • 60 to a a M Q a • . a z° m o g i too •.• .1 M'•' A e y u p •N�� eA ` iomo.h v 29 Z^ 2 c°iNa`O E o 24 . 31 •••• ••• �� d Z� = Zmu oa N • 28 • • 28 \ LL • • • / 2 • m m a a m o c •r••• O • • 15 I w 15 0 �m 2 $" •• ••• • • 0 I w u r 00 1 0 19 1 O 0 19A 0 8 G1 11 SEE NOTE G1 � � X o �� 2 SHT. 2 [�� Of 10 SEE NOTE / z3 �o 1 SHT. 2 Pi �w 3 3 VERTICAL CROSS SECTION z m _ SEE NOTE 2 Shown w 1X sub —buck substituting m ;S 1 2 3 SHT. 2 concrete screws for wood screws per 1 w w o o 0 Section 1714.5.4.2 of the FBC 2 0 a Q cu 4 (Typical ® head & jambs) �I 0 0 o = 7 0 f EXTERIOR INTERIOR 20 a a 61 5 14 } m G 1 NOTES: ° 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH v 8 END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4" SELF TAPPING SCREWS. 6 0 INTERI 16 29 a v `.. 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF °_ 0 21 9 19 THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4" 3 A' SCREWS. r 13 [� 2 25 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC ' MEMBERS WITH MITERED AND WELDED CORNERS. 01 THE FIXED MEETING RAIL IS CONSTRUCTED FROM z 28 29 00 a AN EXTRUDED ALUMINUM MEMBER WITH A PVC 00 " CAP. THE FIXED MEETING RAIL WAS BUTTED, w z SEALED AND FASTENED AT EACH END WITH TWO 0 26 a e . . oQ❑ ~ #10 x 3" SCREWS. THE FIXED MEETING RAIL ENDS Z ' . 20 UTILIZE A MOLDED PLASTIC SCREW SUPPORT. °z �� o e a. 6 .038" DATE 7 1 12 08 a o • _ EXTERIOR 1 18 28 26 1-1/4" MIN DWG. EM N T q m' CHK. BY: LFS 3 2 HORIZONTAL CROSS SECTION DRAWING NO.: m 1 VERTICAL CROSS SECTION m 2 2 FL- 5974.4 ❑ t ❑ BHEEf ? OF 4 O e • • • • f • • n Oro ~ p m w 6 •••i• •.iw %.•.swd':. 4" 6" MAX. �; O t a••• • w • • • Z o m o � ° w •••• • • • i• e � vpvLL • a J • w • • • • ti • 26 29 TYP. 2X BUCK ¢ u m a •!w•i: TYP. SEE 27 TYP. 1X BUCK °r NOTE 1 ro 3 (� MASONRY MASONRY o OPENING OPENING _ MEETING — -- -- + o w RAIL FRAME c° SASH & FRAME �� g� in CUT OUT FOR Z ° 2X BUCK" UCK CLARITY ti= w xz 2X BUCK w N z¢ CC X C7 < m < r Z _ y o o r S - o .6 p C a l 6" MAX. v) BUCK ANCHORING FRAME ANCHORING 0 - 3 0) W 3 Y CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw ° locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete w i r screws may be required to ensure the maximum on center dimension is not exceeded. A 3. Concrete anchor table: ° ANCHOR ANCHOR MINIMUM MINIMUM CLEARANCE MINIMUM CLEARANCE z v 5 TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR' oA,m 111121 scum N.T.S. ° ITW 1/4" 1 2 3" owc. Br: AL m cHK. BY: LFS 3 ELCD 1/4" 1 1 " 4" oBAwwc No.: d FL- 5974.4 0 0 N e SHEET _ 1 L or 4 a eee• • Item DESCRIPTO • Material 1 EXTRUDED 'PVC MAIN FRAME• 91 PVC i EXTRUD P SILL 275 PVC m e m ` 3 EXTRUDED iPVC 44 EETING I Op #2706 PVC n m ° a • EXTRUDED ALUMINUM ME"t*G•*AtL 2707 ALUM. 2.650" { ? ' am • EXTRUDE BLAZING GLAZING B 3517 INTERLOCK PVC I 1.113 0 1.g10 z o° oz Z + D 6 EXTRUDED PVC 17 PVC J _ m m w EXTRUDES 4 ►O TOP RAIL 27M ® PVC d EXTRUDED VC BOTTOM LE I 909 1 o = • 7 9 EXTRUDED PVC STI 905 e 1 s OPERABLE SASH► LOCK •• e•• e 11 SASH •• • 1 0.820" x .430 OCK RAf R .06 GALVANIZED STL TUBE EL 14 WINDOW SCREE* • n 14 2X WO B�Lk SG >= 0.55 D o � 15 1 4" MA SHI SPACE - v 16 SASH CARRIER TCUSTOM CRAFT PLASTIC #0 11 PLASTIC 19 3 48 PLUG CUSTOM CRAFT PLASTIC 326 PLASTIC 1 EXTRUDED PVC MAIN FRAME 4 EXTRUDED ALUMINUM MEETING RAIL 8 EXTRUDED PVC BOTTOM RAIL $ 19A 112" PLUG CUSTOM CRAFT PLASTIC 5518 PLASTIC 070" WALL THICKNESS 075" WALL THICKNESS U .070" WALL THICKNESS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 20 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE Z N 21 IWEATHERSTRIP .187 x .230 ULTRAFAB #2023W Z (3z 2 GLAZING COMPOUND DOW 1199 SILICONE 24 IX WOOD BUCK SG >= 0.55 WOOD w J a ° 25 8 x 1 2' PHILLIPS PANHEAD SCREW STE L 0,798" Zc� j go 26 1/4" X 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL o o � m wv 27 114" X 2-31 HWH ELCO OR ITW CONCRETE SCREW STEEL o o J= w Qoy 28 SEALANT I ICON rn � J N g J 29 10 x 1-112" PPH SMS STEEL — F Z ¢ o * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS o o F fE m _ $ ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN '%AMA CERTIFICATION ° ol m X PROGRAMS FOR RIGID PVC EXTRUSIONS ". 1.348" (L a �-- 2.650' r m EXTRUDED PVC SILL �1 EXTRUDED PVC STILE m 2 .070" WALL THICKNESS .070" WALL THICKNESS Z Y _ 2 oo v) 5/32" ANNEALED 6 GLASS zz ° o N aj oo M N r AIR SPACE .820° 1.159" Y n n 23 SPACER 5/32" ANNEALED .015" .45' GLASS GLASS GAP MAX. 9 w z r BITE a j " �1 LOCK RAIL REINFORCEMENT �� EXTRUDED PVC TOP RAIL GLAZING DETAIL " c G1 .06" GALVANIZED STEEL TUBE 070" WALL THICKNESS p z z v a — :11112108 i SSE: N.T.S. ° DWG. BY: AL m' CHK. BY: LFS 3 y' DRAWING ND.: � FL- 5974.4 v G SHEET 4 DF 4 N e — — O I I I R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 5974.4 R2 Date: November 20, 2008 Product Category: Window Product sub - category: Single Hung Product Name: Series 2700, Model 2710 Extruded Vinyl Single Hung Window "Non-Impact" Manufacturer: SilverLine Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone 732 -435 -1000 Facsimile 732- 247 -6820 Scope'. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products Corporation based on Rule Chapter No. 913- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL- 5974.4 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F, Schmidt, P.E. (FL # 43409) for specific use parameters. ' • •• • • • • Lyndon F. Schmidt, P.E_ • •• • • • • ••• • ' ' • • • • • • FL No. 43409 November 20, 2008 • • • • • • • • • • • FIF873 Sheet I of 3 ••• • • • ••• • • Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4, When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing Fl 5974.4 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL- 5974.4 for size and design pressure limitations. Lyndon F. Schmidt P.E. FL No. 43409 November 20, 2008 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• PF873 Sheet 2 of 3 Supporting Documents A Drawing L Drawing No. FL- 5974.4 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests 1. Testing per `I'AS 202 -94 as performed by Architectural Testing, Inc. and reported in test report ATI 01- 41081.01, signed by Allen N. Reeves, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report ATI 01- 41081.01. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Lyndon F_ Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that SilverLine Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Gam Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 • . ......... . .. .. • . . . . . . • • • .. PT873 Sheet 3 of 3 ... . . ..... . . . . Florida Building Code Online • • • • • • iGiY.ii'� • • • • User Reaistration Topics Surc�haraee L Public Search •;;�� roduct Approval SER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8478 -R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived p Product Manufacturer Silverline Building roducts Corp. 9 P Address /Phone /Email One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com � I Authorized Signature Craig Calderone rickw @rwbldgconsultants.com 5 Technical Representative Address /Phone /Email file: / / /Cl/ Users / Road %2ORunner / Desktop / Florida %20BuiIding %2OCode %200nline.htm (1 of 4) [7/22/2009 8:07:25 PM] Florida Building Code Online Quality Assurance Representative Address /Phone /Email 0000 •;;•• Category Windows •••• Subcategory Mullions .000 0000 ::90* Compliance Method Evaluation Report from a Florida Registered Architect or a • Licensed Florida Professional Engineer 00900 ' m Evaluation Report - Hardcopy Received p Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. . " developed the Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. m Validation Checklist - Hardcopy Received Certificate of Independence FL8478 R1 COI CERT OF INDEPENDENCE.ndf Referenced Standard and Year (of Standard) Standard X= TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code �l file: / / /Cl/ Users /Road %20Runner / Desktop / Florida %2OBuilding %2OCode %200nline.htm (2 of 4) [7/22/2009 8:07:25 PM] Florida Building Code Online ' Product Approval Method Method 1 Option D :..." Date Submitted 03/05/2009 x Date Validated 03/05/2009 • • • Date Pending FBC Approval 03/13/2009 • • • • Date Approved 04/07/2009 ..... Model, Number or Na Description 8478.1 Series 2723, 2724 and 2728 Extruded Aluminum Clipped Mullion (Vertical and z Horizontal Combination) Clipped Mullion for use with �$h impact and non - impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8478 R1 II INST 8478.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ) Evaluation Reports Other: See INST 8478.1 for Design Pressure Rating FL8478 R1 AE EVAL 8478.1.Ddf by Model and Span, any Additional Use Limitation Created by Independent Third Party: Yes and Installation Instructions. file: / / /Cl/ Users /Road %2ORunner / Desktop / Florida %20Building %2OCode %200nline.htm (3 of 4) [7/22/2009 8:07:25 PM] Florida Building Code Online 9� z DCA Administration Department of Community • • •' Affairs • Florida Building Code Online • ; ; • • Codes and Standards .... 2555 Shumard Oak Boulevard • • • Tallahassee, Florida 32399- • 2100 .... (850) 487 -1824, Fax (850) • • 414 -8436 • • • • 4 A' © 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: NWMWMMM room" E3 Disc eCh s. Bobby I file: / / /Cl/ Users /Road %20 Run ner / Desktop / Florida %20Building %20Code % line, htm (4 of 4) [7/22/2009 8:07:25 PM] IL ;,i ne • • ke MULLION SPAN MAX. = 74" - J d� ••••• • • rs • m a � �... GLAZING �� 0 at, A de�• • • • • • • • • • • • • y PRODUCT --^— MULLION SPAN MAX. = 74" —� • l DRIV�, WORTH BRUNSWICK, NJ 08902 �' ••.•• • •• •••• Z STR'UCTUkkf •BEAM ION GLAZING •••s. •••••• `— 3 PRODUCT�u . •:... �172�3 •l24 2728 a m ,,,••: • 3 GLAZING GLAZING 20 ° • , r'l/1�IPAC 1 p PRODUCT PRODUCT 0 y i o U o GLAZING PRODUCT z� 4s E f 6 HORIZONTAL MULLION CONFIGURATION HORIZONTAL MULLION CONFIGURATION 2724 2723... UW 2728 MAX.COMBfN MAX COMBINED DIMENSION IS l (Td" b E GENERAL NOTES - - - -� 5 f DIMENSIO�JS i0d 1 This product has been evoluoted and is in compliance with the 2007 Ron g Code structural W 1 requirements including the 'High Velocrty Hurricane Zor>$ W 2 W 1 a a �+- 2. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the r building official. 3. Mutton anchor embedment to base material shall be beyond wall dressing or stucco. } � m 4. Separate product approvals for each glozng product used with these mullions must be submitted along with ' this mullion product approval Po 9. Anchoring of each glazing product to the mullion sholl be as shown in each individual glazing pioduct'opproval, x¢ 6. Site conditions not covered in this evaluation are subject to further engineering analysis by a professional engineer or registered architect. GLAZING GLAZING GLAZING z GLAZING GLAZiN 7. Approved twin uniffs or approved singles can be used in mullion configurations. The vertical and hodwntal PRODUCT PRODUCT PRODUCT PRODUCT PRODU Er mullion configurations can be combined to mug multiple single units together. 0 8. Mullion design pressure rafiM see appropriate toad rating table sheets as listed in fade of contents. 9. The design pressure rating of the assembly shall be the tester of the load capacity of the mullion as detemrined a using this approval or the design pressure rating of the Individual OcOng products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than thefectangutar transom o dimensions shown herein. 11. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of The Florida Building.' S Code and does not require an impact resistant covering. VERTICAL MULLION CONFIGURATION VERTIC UMUILLIONN ATION 0 12. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of The Rmfdo Building Code and does not require an impact resistant covering,. This product meets missile level "W and includes Wind Zone 4 as dented In ASTM El "6. 13. Materials, including but notIlmitedtosteelscrewsthatcomeintocontactwithotherdissimilarmaterialsshoot TYPICAL. MU LLION CONFIGURAT n meet the requirements of the 2ud7 Florida Building Code, Section 2003.8. z° TABLEOFCONTENTS ATE: 2 7'(7 Oil SH EET# DE$CRiPT10N SHEEP¥ DESCRIPTION scnt.e: N.T'.s. i TypiCai elevation & general notes 6_ 2724 mullion load table for wood screw anchoring owe. BY: DINS a 2 2723 mullion load table for topcon onchoring 7 2724 mullion anchor details & Section details 014x. ft. LTS 3 3 2723 mullion load table for wood screw anchoring B 2 728 mullion load table for tapcon anc horing ownvnn0 NO,; g f 4 2723 mullion anchor details & section details 9 2728 mullion load 'table for woad screw ancho ring f L -8478. f Q, ` 5 2724 mullion load table for tapcon anchoring 10 2728 mullion anchor details & seclian details sv sweer 2 or 7 t 0000 • . . • �• •MULLION SPA 9 • • •0000 I ••pk*. = 74" 68" • W e • T _ SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) - " • GLAZING 0000 3 • 0 0 • TRIBUTARY WIDTH 0 z •• • - `� rl • • • • • • �'QODUC7 • • • • • • ' 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50 ST, a w z o i • 1 - 0 • 74" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 S = w Jtv�2 0000 a 0 • • • 0 •0 • 72" 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 'm > n 1. n s • 0000 0 • • 70" 7 3.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 o n m o E • • • • • • GLAZING GLAPII�G h " 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 • • PRODUCT PRODifICi • z m 0 ° • • • • • e 0 66" 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 c • 2 S 3 0 0 • • • • • • • 64" 87.8 81.9 76.8 72.3 68.3 64.7 61.4 1 58.5 55.9 53.4 51.2 49.1 47.3 • • • • • 62" 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 $ c • • ... 0 • • 60" 99.9 93.2 87. 3.6 88.0 4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 y • 0 • • • • • 58" 100.0 99.8 9 0 • 58" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 8 W1 W2 - -{ Z 54" 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 a 52" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 Z J Z 50" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 ° Q 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 g ¢_ Z 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 GLAZING GLAZING °¢ PRODUCT PRODUCT 3 44 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 m J ZZ 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 , o o II 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 ~ U 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 o 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 °0 � Lo 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 a a 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 r MULLION SPAN m "' MAX. = 74" 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 d T 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 1 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 3 GLAZING LL PRODUCT m Z 0 GLAZING d 3 PRODUCT i W1 �� W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 o FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY r GLAZING GLAZING z, WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON Q o PRODUCT PRODUCT a n THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH i DETERMINATION. o a GLAZING Z II 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION Z m PRODUCT j SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE °"'E` 2110109 ? $ scue: N.T.S. TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW � TRIBUTARY WIDTH W7 + W2 CONTAINING THE MULLION SPAN AND THE COLUMN M. BY. DWS m = CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD CHK. BY: LFS 2 3 1 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE pRA NO.: EQUAL TO OR GREATER THAN THE DESIGN LOAD m o REQUIREMENT DETERMINED IN STEP 1 ABOVE. FL- 8478.1 0 w 5 sH�r 2 ov 10 z i 0000 • • 0 0000. 9 • 00 • 0000 • . • • • • . 00 f • 0 q/ljL SP SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE PSF • f�J • 0 MAX. = 74• ; TRIBUTARY WIDTH o 0 • 000• • U �'� • • • • �- • • • f 28" 30" 32" 34" 36" W. 'WI 42" 44" 46" 48" 50" 52" Z w o q • + • • GLAZING • " • • 74" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 a Z v► z qvg 0 - •PRODUCT + • • • f 72.0 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 t w •off J pm a a/y d 70" 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 ' ^ Z O m r " $ a 0 . 0 0 0000 • 0 • ' 68" n 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 8 .. a * E • • GLAZING GLA211a0 • 66" 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 i S o • • • • • PRODUCT PRqaI 64" 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 • • 000* 62" 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 • 56.9 54.6 52.4 50.4 3 • 0s ' ' • • 60" 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 ' "" • • 58" 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 E • • 56" 100.0 100.0 100.0 94.4 89.2 84.5 80.3 76.4 73.0 69.8 66.9 64.2 61.7 0 54" 100.0 100.0 100.0 100.0 95.9 90.9 86.3 82.2 78.5 75.1 71.9 69.1 66.4 a 52" 100.0 100.0 100.0 100.0 100.0 98.0 93.1 88.7 84.6 81.0 77.6 74.5 71.6 ° Z 50" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.9 91.5 87.6 83.9 80.6 77.5 0 ¢ o W7 --{� W2 --{ 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 95.0 91.1 87.4 84.1 I I 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 93.1 89.5 ¢ Q g 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.6 - 0 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.1 m o c Z. GLAZING GLAZING 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a PRODUCT PRODUCT o N �°o V) 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ' �2 o o 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 D � o x 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 ` ° 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a a 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 an .6 IL-A 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION SPAN 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MAX. = 74" 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N GLAZING Z 3 PRODUCT N 3 � � - 1 1 d PRODUCT W1 W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: a 3 PR DUCT T 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 N 1 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY F GLAZING GLAZING ¢, WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON Q o PRODUCT PRODUCT d `* THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH m . GLAZING z ^ DETERMINATION. o 0 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION Z m v PRODUCT ° wiE 2110/09 z SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE fi E TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW scaE: N.T.S. TRIBUTARY WIDTH WI + W2 CONTAINING THE MULLION SPAN AND THE COLUMN DWG. BY: DWS m _ CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE ceK. sr: LFS EQUAL TO OR GREATER THAN THE DESIGN LOAD ID aevnec No.: m REQUIREMENT DETERMINED IN STEP 1 ABOVE. FL- 8478.1 °o N i SNEEf 3 OF 1O i s 5.5� • •sr34" • (6) #10 x 1 -112° 2X MATERIAL • s • • WOOD SCREWS ! • • SPRUCE — PINE —FIR • n • • • • SG =0.42 OR BETTER o m •• s• •• •• !• Z n •ate .6 .156 � — 1 �n m_ w` O _o •�••• • • • •• 1 r� am• oz° VI 4 O W Lo ••'� • !• O T � "aa 0 11i • • = a •!^ •• •• M I� O • • !1•••• O e O N Tn Ueda$ s o< •••C-4 •!!••i •••••• h II ` 9d� �V o •• M • • • •• N � II II nw a maaSS o • • • • ! • • s • ANCHOR TO 2X STUD u u ". • •. OR TO 2X BUCK e N ! USING #10 X 1 -112" o WOOD SCREWS N W 725" (4) 1/4" X 1_314" •100" CONCRETE SCREWS o¢ 550" L MASONRY — 3,192 PSI MIN. SEE NOTE 1 .8 �o 00" ^� CONCRETE CONFORMING TO ACI 301 z MULLION ANCHOR BRACKET 2722 1" OR HOLLOW BLOCK CONFORMINGo MAT'S: 6063 —T6 TO ASTM C90 FOR WOOD SCREW ANCHORING 2723 MULLION m J� AND MULLION TO MULLION ANCHORING MAT'S: 6063 -T6 (4) 1/4" x 2 - 114" CONCRETE SCREWS. � SEE NOTE 1 a O N� I HI I o o eh m Al m 7.675" I ► — 2.25" t 2.25" —�t� 2.25" Z ANCHOR TO MASONRY I I I ICI USING 1/4" X 1 -314" II II ° w CONCRETE SCREWS. U U SEE NOTE 1 0 o �W s u ® 2u> z d ANCHOR THROUGH 1X BUCK MULLION USING 114" X 2 -114" CONCRETE SCREWS i SEE NOTE 1 ----------- - - - - -- --- m a N N # X 314" SMS a - - -- -- - - - - -- — - -- o a N m 6 #8 X 314" SELF o z 0 v (6) 1 10 X 314" TAPPING SCREW Crre, 2110109 z SHEET METAL SCREWS SCALE TS � MULLION ANCHOR BRACKET 50 -2722 �.OTES II II N.T.S. N MAT'S: 6063 —T6 u U MULLION `v DWG. By` DWS m 1. CONCRETE SCREWS ARE 1/4" ITW BUILDER � ; I FOR CONCRETE SCREW ANCHORING CONCRETE SCREWS REQUIRING A MINIMUM CHw eY. LFS � BASIC MULLION BRACKET ANCHORING EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE DRA WING PFD. m a 2722 BRACKET SHOWN OF 2 -112" AND A MINIMUM CENTERLIINE DISTANCE ANCHOR MULLION TO MULLION FL- 8478.1 OF 2 -1/4 SHEET 4 OF 10 ••••• • ••Mi1lLlON SPgPI ' SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) • - MAX. = 74� • • - TRIBUTARY WIDTH N g i • • • • • 28 30 .. 32 .. .. 36 .. 38.. 40" 42« �.. 46" a . W. 52- i n a 0- • • • • N • CCAZING • • 74" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 A o = ° z • • i • i RODUCT • • • • • 72" 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 = 2 s o a �_ •••• � ° OEM 70" 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 y •••• • 0000: • • • 68" 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 • GLA ZING GLA IQG� � • 66" 71.1 66.4 622 58,6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 ° x z • • • • • e = p S • p pR0 • 64" 75.7 70.6 66.2 62,3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 g 9 q r 1 • •�� • • • 62" 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 n 'm d a c 0 1 9 • • • • • • 60" 86.1 803 75.3 70,9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48.2 46.3 r Y • • • • i • 58" 92.1 86.0 80.6 75,9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 • • 56" 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 S Z 54" 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 a y 52" 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 Z w Z 50" 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 0 z 4- W7 W2 -{ 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 I I j 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 o g 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 m m o 0 z. GLAZING GLAZING a 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 i PRODUCT PRODUCT 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 � o 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 o ^ o 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ° 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m 28" 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 d MULLION SPAN 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MAX. = 74" 24 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 V) EP 3 GLAZING 2 0 PRODUCT ti 3 � � T 1 GLAZING W2 ^I / W1 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 3 PRODUCT 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 c FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY F GLAZING GLAZING Q. WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON o 'm 2 PRODUCT PRODUCT N THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH z i DETERMINATION. z a GLAZING Z �� 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION v v PRODUCT DAT: 10 09 ? SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE 2 ° 3 TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW SCAM N.T.S. 5 ' t ' TRIBUTARY WIDTH W7 + W2 CONTAINING THE MULLION SPAN AND THE COLUMN DM, ey DWS m o = CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE cHK. BY LFS m EQUAL TO OR GREATER THAN THE DESIGN LOAD DRAWING NO.: m REQUIREMENT DETERMINED IN STEP 1 ABOVE. FL- 8478.1 0 N SHEET 5 OF 10 ® , • • • • • • • • • MUkLION SPA�1 W 7Z SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE PSF L • • V AX. = 74" � TRBUTARY WIDTH • • • • • 28" 30" 32" W . 36" 38" 40" 42" 44" 46" 48" 50" 52" GLAZING • • • 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 : • • �RQDUC � • • . • 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 n a (til h 00 00 70" 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 y > ri "o a • • • 9 0000 • 68" 67.0 62.5 58,6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 $ n m a O U E i "•; • •yyCC��• 66" 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 ? , z E 5 v c CLAZING • ..... PRODUCT PROft 64" 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 g = a a , • _ • • • • • • 62" 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 a ' d a a $ • 3 • : • 60" 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 502 48.2 46,3 a • • • • • • 58" 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 u • • • • • 56" 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 512 o ' Q 54" 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 H 52" 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 c� Lu 2 50" 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 Jo {-- W1 W2 --{ O 48" 100.0 100.0 100.0 100.0 100.0 99.1 94.2 89.7 85.6 81.9 78.5 75.3 72.4 1_ I 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 93.2 89.2 85.4 82.0 78.9 ¢° Q g 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 93.4 89.6 86.2 - � 0 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 94.6 m o a = GLAZING GLAZING 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 J PRODUCT PRODUCT ^ 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 g °o o 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 6 o N 3 Q 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ° 0 0 o g 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Iwo 100.0 100.0 m 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 op MULLION SPAN 26" 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MAX. = 74" 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100-0 1 100.0 100.0 100.0 LL T V a GLAZING o PRODUCT � z T 1 I � ~I GLAZING W1 W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: � 3 PRODUCT 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 ? FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY w z c GLAZING GLAZING WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON o PRODUCT PRODUCT a �* THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH • 6 N ^ DETERMINATION. ° z o GLAZING Z 3. IN THE FIRST COLUMN OF THE TABLE LOCATE THE MULLION v PRODUCT DATE: 2110/09 3 SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE o TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW SCALE: N.T.S. 3 TRIBUTARY WIDTH W7 + W2 CONTAINING THE MULLION SPAN AND THE COLUMN DWG. BY. DWS m e - CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE CHX. B': LFS EQUAL TO OR GREATER THAN THE DESIGN LOAD DRAWING NO.: m REQUIREMENT DETERMINED IN STEP 1 ABOVE. FL- 8478.1 0 N i SHEEf 6 OF 1 0 • wwww •• • • w ww w 2" (6) #10 x 1 -112" SPRUCE—PINE—FIR WOOD SCREWS • www • 5.5' N .5" SG =0.42 OR BETTER .376" wwww • • N • • • • R.062" (2) i. • •wwww• iP • www• M S m �+ a i 1.139 "w w w• �' w o o f • w: •• 2 �a �ww ww 1 o; • w M • 9 • •w O zom om :2 www 0 . • 0 w www ANCHOR TO 2X STUD o a ••• • w w • cMi iv M 7 OR TO 2X BUCK I I I I m o 9 °g `o o x w • ao M USING #10 X 1 -1/2" III III �� o R s 8 ° •wwww: •wwww• N N WOOD SCREWS IU UI ^w a maama •• N • • •• ti 1 � 156" I I r�V • • � O o w N N \� (4) 1/4" X 1-3/4" w cy CONCRETE SCREWS I p 1 MASONRY — 3,192 PSI MIN. SEE NOTE 1 �Q I_ 1" CONCRETE CONFORMING TO ACI 301 =o OR HOLLOW BLOCK CONFORMING ° a < Z MULLION MA 2724 MULLION TO ASTM C90 ANCHOR BRACKET 2724 MAT'L: 6063 — T6 ° ° � ow T'S: 6063 —T6 (4) 1/4" x 2 -114" m Jv FOR #10 WOOD SCREW ANCHORING CONCRETE SCREWS. a g AND MULLION TO MULLION ANCHORING SEE N OTE 1 U �J �I11 CC O N� III III a V) v. Iu UI a 0 I 'v o \ m w N ANCHOR TO MASONRY 7.675" USING 114" X 1 -314" tI I� I► CONCRETE SCREWS. m 2.25" 2.25" I 2.25" I z_ LL I III III ¢ SEE N07E 1 X � p IU UI am V) o M I I w MULLION 0 #8 X 314" SMS ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -114" CONCRETE SCREWS ? lu) SEE NOTE 1 =__— _ ___ __= w a CN N _ _ — Q f s N I�IM ° a I I 2 (6) # 10 X 3/4" III III Z o v SHEET METAL SCREWS I U I wGE: 2110109 z 0 MULLION ANCHOR BRACKET 50 -2722 NOTES TYPICAL I MULLION SCALE: N.T.S. o MAT'S: 6063 —T6 i. CONCRETE SCREWS ARE 1/4" ITW BUILDER #8 X 3/4" SELF DWG. Br DWS m FOR CONCRETE SCREW ANCHORING CONCRETE SCREWS REQUIRING A MINIMUM TAPPING SCREW CHK. BY: LFS 3 EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE oruwiNG No.: � BASIC MULLION BRACKET ANCHORING OF 2 -112" AND A MINIMUM CENTERLIINE DISTANCE ANCHOR MULLION TO MULLION FL- 8478.1 ° 2724 BRACKET SHOWN OF 2 -114 ". SHEET 7 or N S 10 �I • • • • • ' • NW LION SPAN • SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) • I MAX. = 7�" • • • 1.- P72- RIBUTARY WIDTH •• 28" 30" 32" W 36" 38" 40" 42" 44" 46" 48" 50" 52" ? " • • • • N • •GLAZING " • 86.4 80.6 75.6 71.1 67.2 63.7 60.5 57.6 55.0 52.6 50.4 48.4 46.5 a o 6 �+ z • • 3 • PRODUCTi ..: • 88.8 82.9 77.7 73.1 69.1 65.4 62.2 59.2 56.5 54.0 51.8 49.7 47.8 F = a = �' w •. •.� m a 70" 91.3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49,2 D • ' ' 68" 94.0 87.8 82.3 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50,6 . cn m a � E •• • • • ••t• •.•• Y ' • 66" 96.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 56.5 54.2 52A a z- m " l 'GLAZING eLS 9 I C' LL ' � • • • PROL11✓C7 P�RQSUCT 64" 99.9 93. 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 • • + • • ' • • 62" 100.0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.6 62.8 60.1 57.7 55.5 • e • • 3 ' • • 60" 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 67.8 64.9 62.2 59.7 57.4 r • • ' 58" 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 E o. • 56" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 g U 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 617 y 52" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 Z w Z 50" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 0 z {- W1 -{� W2 --{ 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 o 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 o g 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 782 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 m m g o Z GLAZING GLAZING - v PRODUCT PRODUCT 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86A N ga 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 98.2 94.2 90.6 r u ¢ 00 Q� 0 36" 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 o ^ o 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a N 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a a 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 } a 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m MULLION SPAN 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 f ` MAX. = 74" 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Er T- N N GLAZING o o � PRODUCT 'n 3 of d T W1 � EG ING W 2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: u UCT 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 ? o FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY F GLAZING GLAZING Z. WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON o PRODUCT PRODUCT ^ THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH i Q DETERMINATION. o o° a GLAZING Z 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION Z D v PRODUCT DATE 2110/09 = X SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW S CAM N.T.S. CONTAINING THE MULLION " TRIBUTARY WIDTH - W1 + W2 SPAN AND THE COLUMN MO. BY, DWS m CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD g d 2 cHK. BY. LFS p RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE bs EQUAL TO OR GREATER THAN THE DESIGN LOAD DRIVANG NO.: m T REQUIREMENT DETERMINED IN STEP 1 ABOVE. FL- B478.1 as g SHEET 8 OF _ LO i • • • • • • • J S AX. SP N h • • SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) • M ' N • • • • TRIBUTARY WIDTH • � Z ;� e • • • • cv • BLAZING • • • • 74" 82.8 73.1 69.0 65.4 62.1 59.2 56.5 54.0 51.8 49.7 47.8 m O1 e z M = • • 3 •PRODUCT • • • • 72" . 87.5 82.0 77.2 72.9 69.1 65.6 62.5 59.7 57.1 54.7 52.5 50.5 9 938 �- ° w m `o d 00 70" 9.2 92.6 86.8 81.7 77.1 73.1 69.4 66.1 63.1 80.4 57.8 55.5 53.4 z om z • • • • • • • • • • • 68" 98.1 92.0 86.6 81.8 77.5 73.6 70.1 66.9 64.0 61.3 58.9 56.6 m 8 .; i r E • • •, • • 100.0 97.6 91.9 86.8 822 78.1 74.4 71..0 67.9 65.1 62.5 60.1 c Z. c o u LAZING QLf�zfwr* 100.0 100.0 1 97.7 92.3 87.4 83.1 79.1 75.5 72.2 69.2 66.4 63.9 • • • • PRODUCT PRODUCT 62" 100.0 100.0 100.0 100.0 98.4 93.2 88.5 84.3 80.5 77.0 73.8 70.8 68.1 •• maa mM n • 3 • • • • ••• 60" 100.0 100.0 100.0 100.0 100.0 99.5 94.5 90.0 85.9 82.2 78.8 75.6 72.7 • • • • • • • • 58" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 92.0 88.0 84.3 80.9 77.8 'o m • • • • 56" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.6 94.4 90.4 86.8 83.5 ; • 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.4 89.8 0 h 52" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 2 W 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 c� O 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 uj � r 46" 100.0 100.0 100.0 1oo.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Q= W1 W2 44" 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 p 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 40 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 J Z 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 o0.o 100.0 100.0 100.0 J m ° y G GLAZING N �p a ` t32'..' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a PRODUCT PRODUCT p 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 o z it 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 o N X 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 1000 1 o0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a a 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 c 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m mi m MULLION SPAN MAX. = 74" N w GLAZING ? z 0 3 PRODUCT 3 � � �� W1 W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE. GLAZING 3 PRODUCT 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 o FOR THE PARTICULAR OPENING. m w Z 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY � a g GLAZING GLAZING ¢, WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON o PRODUCT PRODUCT a THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH m DETERMINATION. o a GLAZING z �� 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION Z a v PRODUCT o DATE: 2110/09 ? x SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE a TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW scue: N.T.S. v TRIBUTARY WIDTH = W1 2 W2 CONTAINING THE MULLION SPAN AND THE COLUMN DWG. sY.- pWS m 2 CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD cHK. er: LFS RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE DRAWING NO.: EQUAL TO OR GREATER THAN THE DESIGN LOAD a REQUIREMENT DETERMINED IN STEP 1 ABOVE. FL- 8478.1 0 SHEEP 9 OF 10 I I I • .. • • • • • • • • o WOO #12 x 1 -112" 2X MATERIAL 0 SCREWS U) WOOD SPRUCE- PINE -FIR • • • • • • • s • • • • • N 1.5615" .093" SG =0.42 OR BETTER m co • • N • m M • O • • • Z n � m N • •••••• • •••'i •• •• c� b vi i • • • 70W51. o 0 • • I+� 2.251 —�F� —i 7 2.25" I ^ o� F i N ( • I I I I m o o - �� a <A • • • O • zom `'i E • • ••••• • • O Z �' a • L• O O •• O O .375" 965" 2.070" I I I W a z • D V z ° • • 3.250" I�I • • • • • �m o g °E8 LL • • • • ANCHOR TO 2X STU • • • • • • 2728 MULLIO � � \� 4" MW C md`a m o • • • • • • • MULLION USING #12 X 1 - 712" OR TO 2X BUCK a ° • • • • • • MAT'S: 6063 —T6 \ E t • • • WOOD SCREWS z • • � m m c�v N MASONRY - 3,192 PSI MIN. (4) 114" X 1 -314" �w CONCRETE CONFORMING TO ACI 301 CONCRETE SCREWS z to N OR HOLLOW BLOCK CONFORMING SEE NOTE 1 0 TO ASTM C90 j g ZE U O MULLION ANCHOR BRACKET 2728 (4) i/4" x 2 -1/4" q ZE CONCRETE SCREWS. zG a MAT'S: 6063 -T6 `� > 0 0 SEE NOTE 1 a m W FOR #10 WOOD SCREW ANCHORING J - AND MULLION TO MULLION ANCHORING N �� ° J 0 t\� II II o N o ICI Z_ W \ co I� II W ANCHOR 70 MASONRY 7.675" u u USING 114" X 1 -314" W 2.25" 2.25" 2.25" CONCRETE SCREWS I I SEE NOTE 1 N z 0 Q N o "o --------------- - - - - -- � Lo # X 314" SMS Of d ANCHOR THROUGH 1X BUCK — — — — — — — USING 1/4" X 2 -114" CONCRETE SCREWS 9 SEE NOTE 1 II II m II II �a F ;u) � III I I I a 8 a w ® MULLION t, �I m N ® #8 X 314" SELF o a a ® TAPPING SCREW z r (10) #10 X 3/4" DATE: 2110109 z S HEET METAL SCREWS MULLION o LL MULLION ANCHOR BRACKET 50 -2728 NOTES saAm N.T.S. 5 owc. BY: DWS m MAT'S: 6063 -T6 1. CONCRETE SCREWS ARE 1 4" ITW BUILDEX CONCRETE ANCHOR MULLION 70 MULLION cHK. eY: LFS 3 FOR CONCRETE SCREW ANCHORING / BASIC MULLION MULLION BRACK�ANCHORING SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 -1/4 ", DMAKC Nc.: m 2728 BRACKET SHOWN A MINIMUM EDGE DISTANCE OF 2 -112" AND A MINIMUM FL- 8478.1 m El Z CENTERLIINE DISTANCE OF 2 -1/4 ". SHEET 1O OF 1O g — — a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 8478.1 R1 Date: March 3, 2009 Product Category: Windows Product sub - category: Mullions Product Name: Structural Beam Mullion Series 2723, 2724 and 2728 "Impact" Manufacturer: SilverLine Building Products, Corp. I Silverline Dr. North Brunswick, NJ 08902 Phone: 732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products, Corp. based on Rule Chapter No. 913- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL- 8478.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 " • • • • • • • March 3, 2009 • • ••• • •• •• PF 1155 • Sheet 1 of 3 •!• ! ••• • • • •! • • • 00 • ' Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". 2. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the building official. 3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 5. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 6. Site conditions not covered in this evaluation are subject to further engineering analysis by a professional engineer or registered architect. 7. Approved twin units or approved singles can be used in mullion configurations. The vertical and horizontal mullion configurations can be combined to mull multiple single units together. 8. Mullion design pressure rating, see appropriate load rating table sheets as listed in table of contents of drawing FL 8478.1. 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown in drawing FL 8478.1. 11. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 12. When used in areas outside of the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of The Florida Building Code and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as Defined in ASTM E1996. 13. Materials, including but not limited to steel screws that come into contact with other dissimilar materials shall meet the requirements of the 2007 Florida Building Code, Section 2003.8. 14. See drawing FL 8478.1 for size limitations and design pressure ratings. • s •,, „ , • i 0 s , • Lyndon F. Schmidt, P.E. FL No. 43409 • March 3, 2009 • • . . . ; • . . PP 1155 Sheet 2 of 3 0 : 000 + • • s sss • • • • •s i ' • • • i Supporting Documents A. Drawing 1. Drawing No. FL- 8478.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B. Test Report 1. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Testing Evaluation Laboratories. Inc. and reported in test report number TEL O5- 1014 -1. signed by Wendell W. Haney, P.E. C. Calculations 1. Anchor analysis for loading conditions. prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Mullion calculations following, accepted engineering practice in accordance with Section 1714.5.5 of the Florida Building Code. D. Other. 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Silverl-ine Building Products, Corp. is manufacturing products within a quality assurance program. b-<;7 � Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 go : o • •• ::. 00 00 PF 1155 Sheet 3 of 3 •.• . OR Bk 27073 Ps 3656; (1ps'r RECORDED 11/05/ 11:11:39 HARVEY RUVINP CLERK OF COURT This instrument Prepared By: MAM -LADE C:OUHT ?`r FLORIDA Nam d. j "1,c C �'� LA 6T PAGE Address Permit No. �-�Jr �- a�� `A Tax Folio No. STAN = OF NOTICE OF COMMENCEMENT __ N COUNTY O _ { I I - a THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance-with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Desc:iotion of property: (legal de=ipfion of property, and street address if available) ` A P13 ti� - L:1 aq g'�< 1 f 3 1 f i �taU 54 - t1� f W it , ovy 2. General description of improvement: L"IQa % t� 3. Owner information a Name and address: b. Interest in property: 1 c. Name and address of fee simple titleholder (if other than owner): a. Contractor. j ! a. Name and address: 1 FC�)� (+I H �jj?fL b. Phone number. ' S. Surety �s a. Name and address: ( ✓ 4 b. Amount of bond S i r;�r --- un ri v7 _ o t av ii c. Phone number. S. Lender a. Name and address: b. Phone number. 7. Persons within the State of Florida desiona'I by Owner upokvvh=AGtiee era ments may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number d��f 8. it :... : :: on to himself. Owner designates the folidwin ' person(s) recl ive a copy of the Lienor•s Notice as provided in Sectic.. 713.1, F... :;: -Ja Statutes: a. Narne and aocress: 1 b. Phone number: 9. Expiration date of notice of commencement (the ex 'ration dale is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MAD 13Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU. IN'-ENO TO OBTAIN'FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of Owner Owner's Authorized Officer /Di ector Partner /Manager , ) Signatory's T itle,/Office s r y Ly C (( E L T foregoing instru ritwas acknc < .vledged before me this O da y of �� (year b .X {l1 177 {'tame of person) as GTGJ1�� (type of aut ority, ...e.g. officer trustee, athrney in fact) for (n a of party on behalf of whom instrument was execs .ed). NOTARY PUBLIC -STATE OF FLO nature of Notary u' tc -State of Florida 1.3 Bi1TI1Ctt Pr nt Tvpe, or Stam Commissioned Name of Notary Public `Commission #, DD723Q6a`I1, Number / :,. Expires: NOV. 30, 2011 BONDED TnU aWN= MMito ggPpfgpnally Known _ or Produced Identification Verifr;.atic ;n Pursuart ro Se 92.525. Florida Statutes Under oenalties of perjury, 1 declare that I have read the foregoing and th the fats stated in it are true to the best of my <no.viedge and 7eiiet. pig lure of ^Tat ai Person Signing above ORIGINAL-