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WS-08-1470
Project Address 69 NE 103 Street 1121360130970 Miami Shores, FL 33138- Block: Lot: Owner information Address Phone CeII 69 NE 103 Street MIAMI SHORES FL 33138 ROBERT HUMBLES Contractor(s) HOME OWNER Phone CeII Phone Type of Work: windows / mullion No of Openings: 7 Additional Info: impact Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $170.00 $3.00 $4.25 $183.85 1. Builcg Department Copy a r r� Monday, September 22, 2008 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Expiration: 03/21/2009 Total Parcel Number Amt Paid $ 0.00 $ 0.00 Payment Type : Authorized Signature : Owner / Applicant ' Contractor / Agent Valuation: Amt Due $ 0.00 Total Sq Feet: SEP 6 5 MOB Applicant ROBERT HUMBLES Available Inspections: Inspection Type : Final Shutters Window Door Attachment Shutter Attachment Final MIAMI SHORES VILLAGE September 22, 2008 Date $ 2,000.00 0 In consideron 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 aste responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBIN MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work . - •2 OWNERS4FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioond zoning . Futhermore , I authorize the above -named contractor to do the work stated . 1 11W BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village mom- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Permit Type (circle): Building Roofing I ` s `-i f , Owner's Name (Fee Simple Titleholder) \ ` 2 L J \k ' L �S Phone # ® ` ( E 0 ' -% Owner's Address '® 9 N t_ \2rs S ' i- e-2 is City 'L - t . ^ State '. Zip ' \ 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # t V2--1 Ib -0 1 q 70 Is Building Historically Designated YES NO Contractor's Company Name Value of Work For this Permit $ r 2 O c 0 ‘' .4 . - 0 h� Type of Work: ['Addition ['Alteration DNew Describe Work: Submittal Fee $ Permit Fee $ f70 Notary $ OD Training/Education Fee $ U 40 Scanning $ `3% 00 Radon $ Bond $ Code Enforcement $ Structural Review. $ b9 County Miami -Dade - 7 DPBR $ 4 1 C Repair/Replace C7 el CCF Zip 3 3 8 Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: * * ***+x**** : *** *** * ******** **** *** **** ees *: x: x********** *************** ** *** *** ** ****** CO /CC � Doub ee F Total Fee 1 IVI�1"� tit side -, ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip age L�,pder's Name (if applicable) s City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in 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 r; inspection fee will be charged. Signature Signature My Commission Expires: (Revised 07/10/07) Owner or Agent Contractor The foregoing instrument was ackn ed ed before me this ( The foregoing instrument was acknowledged before me this day of _�, 20C G, by \e5 day of , 20 _ , by , who is personally known to me or who has produced who is personally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. NOTARY P ► LI : P� ° erea °r � P DD73 d 4956 r. / , ° � EXPIRES:DEC. 07, 2011 Sign: n ' 6Fid WWW AARONNOTAR'Lcom Print: G° ` \ 4 C < ✓ �, NOTARY PUBLIC: Sign: Print: My Commission Expires: *• x***+ x************* **** ** ** ** x**• x*** ********************* ******* *******a:* ****:*** ************* ****** * * ** ** APPLICATION APPROVED BY: - 7 E ' / f� ? Plans Examiner Engineer Zoning Date: Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. Claudio Grande CBO 305- 795 -2204 Miami Shores Village Building Department Building Critique Sheet 10050 N.E. 2n Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- t / (/70 Job Name: J ‘-& Page 1 of 1 VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT Please read and initial each paragraph. la±±12 ECEIVED ate. 0 7 2e08 NAME: f q--.o(c:...-`r DATE: 7 --0s ADDRESS: c r"--9._ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial /L 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial 1/ t 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 7 day of Algu ' , 20 O B y yO4 V 1 Produced there License or OWNER who was personally known to me or who has rt. -m's Ltc - i $- t()-b Initial -( Initial f �� Initial A NOT:' Y as identification. .gti , tio,i MONICA LISSETH DIAZ : 4 #) :.: MY COMMISSION # DD 483995 iflir • -��: EXPIRES: October 20, 2009 R . .. °Q` Bonded Thru Notary Public Underwr tars Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: £ gi Nit 1 s. z .€. - Permit No. Opening Description of Window Product Acceptance Prodnct Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF () PSF +) PSF ( -) PSF Qs-)Vtic?.a ‘-^- . 6 -o 1 i . o - a ' o /06 S — 7 S9.3 2-12/ X ! - N ° N o e -s Lo.ac01-....J pL..-co\1$ go fa 6 S.1..f.7 59,.3 Z xSa tom® !- vA...Jt Off^ ©tlg - ®2- .®2- 90 f o6 . Er Sts. I J? X so.* N� 1-- ... • Q5 uJ...c).o..J • 0 IS" ..›2 "!o I , 6 S2•' 57 51'. Na • •••• •• �r J L U\na o,� ®Co 8 \ \� , c7 Z qo ! off s SSo ( _ t90 ••`'le5 S� -a. e. .. S oCs • o vv� . ®Z.. 90 /o S( SS. - x.50 • -m - co.s °m.J ®to ° .®4_ qo ( ®6 �.ZS 555. 37 K Se's •19p• iiiiECEEN t-k \L t® _ 07 . .lirZts 6 --- X IXS - Nz •••••• wiimmin • • ••• • • • • ••• • • • • • ••• • ••• • Gust Factor Category I: Rigid Structures - Simplified Method Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 16.50 ft Izm Cc * (33/z) ^0.167 0.2245 Partially Enclosed Buildings Lzm I *(zm/33) "Epsilon 435.28 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.8212 Enclosed Buildings Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8316 Gust Factor Summary G [Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.831 [Condition Type of Structure Gc l Max + Flexible Structure Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 1 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No • • ••• • • • • • • • • • • • • • • • • • • ••• • • • •• ••• • • •. • • • •• • . • • • • • • • • • • • • • ••• WINDO2 v2 -21 Detailed 1R/it;d:lhad. ftes (ItIl4titod2) per ASCE 7-02 Analysis by: LANDERS • e' Com my Name: ' I'DWARD A. LANDERS, P.E. Description: HUMBLES RESIDENCE, 69 NE 103RD STREET, MIAMI SHORES, FLORIDA .... • • Slope of Roof (Theta) Structure Type Basic Wind Sp Struc Category (I, II, III, or IV, Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) User Input Data : • • i Builililtg i • • Speed (1/) 146 mph • II C 1 3.0 14.0 Gabled 1 9.00 14.00 11.50 45.00 45.00 Hz :12 Deg ft ft ft ft ft • ..• • • • • • •. • • •• • • •• •• • Calculated Parameters mportance Factor 1 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = I= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Fig 6-5 Internal Pressure Coefficients for Buildincas, Gcai Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 9/10/2008 Component width (ft) span (ft) Area (ftA2) Zone GCp Nind Press (Ib/ft" Z Max Min Max Min DOOR 3 7 21.00 5 0.94 -1.29 52.02 -67.92 0.00 WINDOW A 2.2 3.19 7.01 4 1.00 - 1.10 54.66 - 59.29 B 3.08 4.19 12.90 4 0.98 -1.08 53.76 -58.39 C 6.66 4.19 27.90 4 0.92 -1.02 51.02 -55.65 D 1.58 5.25 8.29 4 1.00 -1.10 54.66 -59.29 E 4.41 4.19 18.47 4 0.95 -1.05 52.48 -57.11 F 6.25 5.25 32.80 4 0.91 -1.01 50.44 -55.07 0.00 0.00 Type of Parapet. :: • •• O� .. - Top Elevation of Peet i . - f • ft • Parapet- Wincyrierdf jfe : • : p Q. • lb/ft 4 2 Parapet- Leeward Pressure -58.11 lb/ft A2 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • ••• • WINDO2 v2 -21 Detailed Viri lg (IVtptilck ) per ASCE 7 -02 Fi'gilre6.5.1Z2.4Paraf .• Figure 6 -11 - External Pressure Coefficients, GOD Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 4.5 =_> I 4.50 ft ote: * Enter one 1 through 5, or 1 H through 3H for overhangs. a 2 1 2 L_ _ 1 a a a Gabled Roof 7 < Theta < =45 Double Click on any data ent line to re 9/10/2008 Developed by Mena Enterprises, Inc. Copyright 2008 EDWARD A. LANDERS, P.E. Page No. 2 of 2 OPG. MARK TypE SIZE FRAME GLASS STD. MOD. NOAH W H MAT. FINISH S. HUNG 26" 38 -3/8" ALUMIN. PAINT BRONZE V S. HUNG 37" 50 -5/8" ALUMIN. PAINT BRONZE S. HUNG 80" 50 -5/8" ALUMIN. PAINT BRONZE Q CASEMENT 19" 63" ALUMIN. PAINT BRONZE S. HUNG 53" 50 -5/8" ALUMIN. PAINT BRONZE 1`J FIXED 75" 63" ALUMIN. PAINT BRONZE • • ••• • • • ••• •• •• • ! • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • • • • • 1 is •• • • • •• ••• •• . ••• ••• • • ••• • • • • • • •••• •• • • • © I_I • • •• • • • • • • • •• •• WEST ELEVATION SCALE: 1/4" = 1' — 0" • • ! IS • • • • • • • • • • • • • • • • • • • • • • • • I dl FLOOR PLAN SCALE: 1/4" = 1' — 0" .1∎iII IIifi`' k01mI1imII1JI11�II�J 1 I1111111j111IuJII11011 1111�11rllr■.... __..l:i...1 lui 1 . 11 ..►.u- _-�m�mmmmrmmmmuInm,mrm. — •1u +51 0 C -55.6 FRONT ELEVATION SCALE: 1 /4" = 1' — 0" 59 ("A`,7 -59.3 +53.8 -58.4 +54.7 +50 4 D -59.3 -55.1 +54.7 -59.3 ..1 11111m.. u6 11 01mm111111 rir1111m11111mr111mmimm.iiiii rVIanlmnrmn.■. - -- _..r,nonnio IiIlln.rrurrr n■rmnr..onrrnonoi siiiMAIIIMIIrrIIlIIlr. ■L_ ICI +52 5 -57.1 WINDOWS SCHEDULE EAST ELEVATION SCALE: 1 /4" = 1 - 0" -59.3 -59.3 ..r1111(r11111�1■..,, _.. I��tmiiiiimiiimtinnminiimaiin�mlilnnmunli " rr..,_ rmtlrrmtlrriminsirl�rmlm■. Edward A. LANDERS, P.E. CONSULTING NGINEE'S RSU. DAN SOUL . l SIP. LAOS ft MS Tel. (305) 823 -3938 Fax (305) 823 -9355 PERMIT DWG OM DPAW WREST TO NE Naas TO SE MED FOR IDE PRDOCT STATED MY ADO SNALL NOT BE USD, OR REPRIMDED MR ANY ODER PURPOSE WT. caaSw. cwTRUTars DULL VERSA ALL ORRENSICRS ANO SRAM NOT MOWER a am =CREAM= PROD m cawurnS DOW AP ROVEDEY DATE A -1 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA. 16066 SCOPE: • • • ••• • . • • •• . • • • .•. • • • • • • ••• ;•• • • • •l • • • • . • • • . • • •• . .• • • • • • • • . . . • • • . M1A11II -p ni cOuNTY, FLORIDA • ?lETko- DARE%AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • . WWAMI FLORIDA 33130-1563 •: ; x(305 5 1 FAX (305) 375 -29 8 • • • • • ;1vww.biuldingcndeanline core This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 140 (540) Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W01 -71, titled "Coastal 140 /540 Impact Single Hung Window", sheets 1 through 5 of 5, dated 10/19 /01, with revision C dated 05/04/06 prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mime Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonnance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 01- 1115.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06- 0115.02 Expiration Date: January 10, 2512 Approval Date: January 11, 2007 Page 1 TRACO Security Windows & Doors, Inc. • • .. • ••• • • • • NOTICE OF ACCEPTANCE: EVJDEgCE iLxBMII'l li •'. •• . • • .• A. DRAWINGS • :: • • •• : e 1. Manufacturer's die drawings and sections.. • : • :: •. • ': 2. Drawing No WO1 -71, Sheets 1 through 5 of 5, titled "Gustaf I401540 Impact Single Hung Window", dated 10/19 /01 with revision C dated 05/04/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2285, dated 03/26/99, signed and sealed by Gilbert Diamond, RE. "Submitted under NOA# 01-1115.07" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Traco Security Windows, dated 05/08/06, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E- 1300-98 D. QUALITY ASSURANCE 1. Miami Dade Building Cale Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/ Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. . STATEMENTS 1. Statement letter of no financial interest, dated 10/15/05, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated 10 /15/05, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1115.07, issued to TRACO Security Windows & Doors, Inc :, for their Series 140(540) Aluminum S' + e Hung Window y�.. pproved on 01/10/02 and expiring on 01 /10/07. E -1 Product NOA `'i'_ _ 8.02 Expiration Date: January 10, 2012 Approval Date: January 11, 2007 X1101 =IP TYPICAL ANCIWRS BEE ELEV. FDR SPACING 1/4" STEM MOM. ELEV. FOR SPACRIG TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. DADE COUNTY APPRRD IPJWON SEE SEPARATE 140* raw ND. 1 2 2A 3 4 5 6 7 B 8A 9 10 11 12 13 14 15 16 17 18 PART N0. 050-00 -572 050-00-485 050 -00 -308 050 -00-586 080-00 -571 050-00 -848 051-00 -570 050-00473 050 -00-569 050 -00 -850 MASS STOP GLASS STOP (OPTIONAL) 012 - 00-832 050 -00-690 32328 047 -00-015 US20 007 -10-016 046- 16-030 000-00 -000 EDIANTrry 1 1 2 1 2 4/ LOE 4/ LICE AS RE00. AS RECD. AS RECD. AS RECD. AS REGD. 2 2 AS RECD. AS RECD. 2 HEAD SLL ALTERNATE BET. MEW VENT TOP VENT BOTTOM VENT SIDE AEEET010 RAIL FRAME ASSEMBLY SCREW F61 SEAL PILE GLAZING TAPE (3/16" X 3/8g SWEEP LOCK (AT 6-1/2" FROM ENDS) VENT GLEE (1/2" X 7/8" X 3/8" H.) ITATB87AL 8063-T6 6083 -76 6063 -T6 6083 -16 6963-28 6083.28 8063 -T6 8083 -76 6083 -76 6083 -26 VENT ASSEMBLY SCREE W'S RIPPING (FABRIC COATED FOAM) ZINC CAST NYLON Enn OR. FILMAY01p1 821000 9119.019113 A 6�1� C PE 70.7 11ANY•/ TIFTON TIFTON T67o1 TIFi0N TIFTON TIFTON T6T0N T67ON TIME T6TON IS X 3/4" PHPH SAOi 08 X 1" P11PH SMS SCHLEG6. 0-LON .375 X .190 ULTRAFAB MAMMA NT. BAIANOE SYSTEMS OR EOUN. O 10 X 1" PHPH SIAS 1/8' X 9/32" X 2' 1 FASTENED TY/ /6 X 1/2' • • • ••• •• • OOOOOO • •••••• •••• • • •••• OOOOOO • •• ••• • • •••••• • • • • • • • • • • •• • • • • •• • • • • • • • •••• • •••• •• • *TNIDUC 7 REVISV..0 • • • • as emptying wills she EWAN komPtAg ..: -. ;. • • •• • • • •• • • • • TYPICAL MOORS SEE ELEV. FOR SPACING INTERIOR Fp1ises .T NOT SY IMO TYPICAL ANCHORS SEE B1V. FOR SPACING METAL STRUCTURE TtPICAL ANCHORS SEE MAY FOR SAO SEE ELEV. FOR SMUG MAW -DAOE COUNTY APPROVED MILLION & MULLION ANCHORS SEE SEPARATE NOA 1 u TYPICAL ANCHORS SEE ELEY. FOR SPA INCA WOOD BUCKS AND METAL STRUCTURE NOT BY TRACO SECURSIY MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FoS wow ,1/4" TAPCONS INTO WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ■ litiLMIELE INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6083 - T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED 914 SMS OR SELESIBB INCA SCRl3N5 INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) MIN. EDGE DLSTANCES INTO CONCRETE AND MASONRY m 1 -5/8" MIN. INTO WOOD STRUCTURE ® 1" MIN. • • INTO METAL STRUCTURE m 1/2 MIN. • • • •• • •••••• • 000000 •••• • • • • ••• •••• TYPICAL ANCHORS SEE ELEVS FOR SPACING •••••• • •• •• • •••••• • • • • • • • • • • • • •••• •• • •• • PRRDUCTRRVISSD • • • n • • Awslevote ••• • ••• •• • • • 1•• • • • •• • • • • • • • DESIGN LOAD CAPACITY - P98 OREL, 9203 WINDOW 0015. GLASS TYPE 'A' DIADS TYPE 'E' GLEN TYPE 'C 110111 HEIGHT ocr. ( +) 641. ( - ) ocr. ( +) Ir. ( - ) ocr. ( +) OM ( -) 00-5/2' (5) 90.0 106.0 90.0 108.0 90.0 108.0 90.0 108.0 80.0 108.0 90.0 106.0 90.0 108.0 90.0 108.0 80.0 808.0 90.0 108.0 90.0 100.0 80.0 806.0 19 -1/8 26 37' 03 -1/8 08 . (5) 90.0 109.0 90.0 108.0 90.0 (08.0 90.0 108.0 90.0 108.0 90.0 108.0 90.0 108.0 90.0 108.0 90.0 108.0 90.0 10.0 80.0 100.0 90.0 108.0 19 -1/8' 20 -1/2 37° 93-1/8' 83. (6) 90.0 108.0 90.0 108.0 90.0 808.0 90.0 108.0 00.0 108.0 00.0 108.0 90.0 108.0 90.0 108.0 90.0 109.0 80.0 99.2 90.0 109.0 90.0 100.0 kk d1 i 74 -1/4' (7) 80.0 108.0 90.0 108.0 90.0 108.0 90.0 1030 90.0 108.0 90.0 108.0 90.0 90.9 90.0 108.0 80.0 108.0 83.3 83.3 90.0 106.0 90.0 100.0 13s l 90.0 1080 90.0 108.0 90.0 108.0 90.0 100.0 900 108.0 90.0 108.0 77.8 77.5 90.0 108.0 90.0 108.0 72 2 72.2 90.0 108.0 900 104.1 8-1/Y MAX WAG/Ell CORNERS 54 1/4' MAX WIDOW WIDTH 49' MAX. D.L OPO. 5/16 LAM AXASS ./i SASH W9NH 0 -1/2' 14' MAX. HEAD /80.1. 40 1/4' MAX. D.L. 0P0. s1 8/4' MAX TYPICAL E1_Ew11oN UNEQUAL LFTES vo NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -98 (60 SEC. WIND) • • •••• • ••e••. • 0 00000 • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • • • •••• •• • ?DEDUCT NEYQSE9 • • as tompLyhig w8httra8Dada• • Einkliag Code liteeptesue No 0 , ; ado .R.i.y t2 •• • • •• • • • • 88 • •••. • • •••• • • ... • • •• • •• • • • • • DESIGN LOAD CAPACITY - P87 EQUAL GLASS HMIS WINDOW DIMS. MSG TYPE 'A' 01#88 TYPE 'l3'AC 81004 FO]gdT DR. (4) INT. ( -) EXT. ( +) IR• ( -) 18 -1/8' 80.0 100.0 90.0 106.0 28 -1/8" 28• 80.0 108.0 80.0 108.0 3Y (2) 90.0 108.0 804 108.0 33 -1/6' 90.0 108.0 80.0 106.0 19-1/13` 80.0 106.0 90.0 106.0 28 -1/2" 38 -3/6' 90.0 108.0 130.0 106.0 37' (3) 99.0 108.0 904 109.0 63 -1/8' 90.0 108.0 80.0 109.0 19-1/8' 90.0 106.0 904 108.0 28 -1/2' 80-8/r 800 108.0 80.0 108.0 37' (4) 90.0 109.0 900 109.0 53-1j8 00.0 108.0 80.0 106.0 19 -1/8' 90.0 106.0 90.0 100.0 28-1 /2' 88' 904 1084 90.0 1084 31" (5) 90.0 108.0 90.0 196.0 63 -1/8' 90.0 108.0 80.0 106.0 19 -1/8' 00.0 1080 90.0 108.0 26-1/Y 63. 90.0 108.0 90.0 108.0 37' (5) 904 109.0 90.0 106.0 63 -1/8" 900 100.0 90.0 108.0 19 -1/8' 90.0 109.0 9041 108.0 28 -1/2' 74 -1/4' > 0 106.0 90.0 108.0 37' OR 90.0 108.0 900 108.0 33 -1/8" 90.0 97.0 ' 90.0 108.0 19-1/8' 90.0 108.0 90.0 108.0 29 -1/2' 84. 90.0 108.0 90.0 108.0 37' (8) 90.0 106.0 99A 1084 63 -1/8' 90.0 1044 90.0 108.0 1/8' HEAT SIREN'S GLASS .090 9HTERLAYER SENTRYGIAS PLUS BY 'DUPONT' OR .100 700 64TERLAYER SAFLEX BY '500911.0' 1/8" HEAT SIREN'D GLASS GLASS TYPE 'A' B/1 LAtatiATED MISS 999 SILICONE 84 1/4` MAX. WINDOW WIDTH 48' DL GPO. 1 14' MAX. HEAD/SU. 48 1/4" MAX. O.L OPG. 51 1/4" MAIL SASH WADI IWICAL ELEYATLON EQUAL LtFIES 1/8" TEMPERED GLASS 3/18` HEAT STREND GLASS .090 94TERIAYEW .090 OU01LAYER SIDORYOLAS PLUS BY DUPONT' SE SEP O70OL4S PLUS BY 'DUPONT' f00 PUB INTERUNER .100 NB INTERI.AYER SAEIDI BY '501.1.1TIA' SAFlEX BY 'SOLUTU' 1/11" TEMPERED GLASS GLASS TYPE 11' 8/1 LAMMED GLASS GLAZING OPT)ONS 995 SUCONE GUESS 'TYPE 'C' 7/18' LAMINATED GLASS 3/16' HEAT SIREN'D GLASS. 886 SILICONE OUOONE 996 BULB V� GASH(ET NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -88 (80 SEC. WIND) WINDOWS CAN BE WRFC • • • A- EQUAL GLASS HEIGHTS • • • 9- UNEQUAL GLASS HEMS (ORIEL TYPE% - • • ••• • • THIS PRODUCT HAS BEEN 0ESIGNED AND COMPLY 84W REQUIREMENTS OF THE 80RDA BUILDING !HRXDI 015Y. SO) 111090070 HMI VELOCITY HURRICANE ZONE Mae ••• WOOD BUCK BY OTHERS, MUST BE ANCHORFRATERLY TO TRANSFER LOADS TO THE STRUCTURE. • • • • • ANCHOTS SHAD. BE AS LISTER SPACED AS SW/NM DETAILS. UMW TO BASE MATENAL 109LLL t0 0' ALL�"��L08 OR ANCHORING OR LOADING CONDITIONS NOT • Sr"�w )4 THESEeDeOHLS SILICONE 968 ME NOT PART OF THIS APPROVAL • • • • • A LOAD DURATION INCREASE ON ALLOWABLE 5 41,SED 04 058004 BUMPON SPAOER ANCHORS; INTO WOOD ONLY. • • • LL • A STEEL IN CONTACT WITH ALUMINUM TONE PANTED DO PLATE • • • • • •••• • • •• • •• PRODUCT UMW • • • memo +dOrAe • Cork Aaeg>uacb ' • i,'« •F{ • ALTERNATE CLAM) DETAIL GLASS TYPES 'A' '9' 08 COASTAL -140 SINGLE HUNG WINDOWS WINDOWS GLAZED WITH LAMINATED GLASS 70 BE RATED 708 LARGE MISSILE 847*47 AND REQUIRE NO SHUTTERS. DESIGN LOAD RAYING FOR THESE WIDOWS TO BE AS PER CHARTS SHOWN ABOVE • • • • • • •• • •• • MIAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: • • ••• ••..• • • • • • • • • • • • •. • ••• • ••• • • • • • • •• • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • . .'. • • SVidAA�bDD► , cp131VFY, FLORIDA • • • • MEiRB -DADS q14 BUDDING 140 WEST FLAGLER SUM', SUITE 1603 MIAMI, FLORIDA 33130 -1563 ' • • • (3 05).375 -210. FAX (305)375-2M • • • . *11):M.W.22 • n a co m • • • ••• •• 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 ar 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 ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullton (No Reinforcement) — L.M.I. APPROVAL DOCUMENT: Drawing No. 06-TRA -0004, titled "Aluminum 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 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 statennnt: "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 endow 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 Nflami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #06- 1212.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07.0828,06 Expiration Date: January 2,2012 Approval Date: December 6, 2007 Page I E -1 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EV INCES T'EV •:• ••• •• • ::: : A. DRAWINGS • • 1. Manufacturer's die drawings and sections. • • 2. Drawing No 06-TRA -0004, Sheets 1 through S of l 1'ube Mullions ", dated 12/1/06, prepared by Engineering Express,Signd d 1eY by Frank L. Bernardo, 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 12107/95, 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 12/12195, 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. Bernardo, 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 letter of no financial interest, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1212.05, issued to TRACO Security Windows & Doors, Inc. for their Aluminum Tube Mullion (No Reinforcement), approv , - 02/01/07 and expiring on 01/2/08. Product NOA No. , -0E01.06 Expiration Date: January 2, Approval Date: D 6, 2007 ALUMINUM TUBE IlIULLIONS LARGE MISSILE IMPACT RESISTANT 1 2.000 °--1 2x4x1/8° ALUM TUBE Zx6x1/8" ALUM TUBE TYPICAL. GLAZING PRODUCT 2.000° 3.000* 4.000° 1x2xL /8' ALUM. TUBE Lx3AI/16x1/8" ALUM. TUBE 1x4x1/16x5/32° ALUM. TUBE TYPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS HORIZONTAL OR VERTICAL INSTALLATION SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM DESIGN MANUAL 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL. BE DETERMINED BY OTHERS ON A 10B-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR 517E CONDITIONS DIFFERENT PROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGIPL:ER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CON+DUNC ION WITH TINS DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 8. ALL EXTRUSIONS SHALL BE 8063.T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIOPE SHALL MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR & •••• WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. • • • • •••t 8. TOP & BOTTOM DETAILS SHOWN MAY EE INTERCHANGED A5 (8 D • CONDITIONS DICTATE. MULLIONS MAY BE M01114TE0 VERTICALLY OR HORIZONTALLY AS APPLICABLE. • • • • • • • 9. MULLIONS SHOWN mem ARE LARGE M1558f IMPACT RA MA*? Imam IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED W1141411, MULLIONS. • • ••••• 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALWES STEEL, • • • • OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTHAF4 J • • • • • • 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALE. BE PAINTENDR MUSED. • • • • w8616d is l 000000 • • • • • •• • • •• • • • •••• N 2 d y • • . 1. • • 1. • • • • • • •••• • o a6 -TQ,p, •rfirso ownov C . Ato Ns • �''_ " • . MULLION SPAN TRIBUTARY SPAN 24' i 27 ! 30' 37 36' 39' 47 45' 48" • • • • • • 8j' 54' 57' 144' 550 ! 824 ii 472 420 393 363 33.7 314 290 W. 1 -' ; 24.89 1 136' 54.4 1 57.3 S 81.5 46.8 42.9 390 36.5 34.4 322 • j 01 132' 70.8 826 ! 86.5 51.4 47.1 434 403 37.7 353 332 314 29.7" 4 127 77.7 801 622 580 510 470 444 414 389 4 • • • 254 • 317. 4 127 86.0 { 784 680 754 525 59.0 57.3 03.7 52.9 884 49.1 54.6 48.8 51.0 434 479 • 405 • 450 7. 425 S.2 . i 362 482 114' 9563 ! 843 1 108' 1068 , 849 1 854 77.7 712 657 61.0 57.0 534 091134 AJ, y ! 480 102' 10.1 , 10.8 66.1 874 801 73.8 86.7 64.1 501 •505 • •0 4 50.6 96' 138.1 1 121.0 ! 1058 820 927 83.7 775 72.5 850 8845 405 574 • 80' 1400 1301 1243 113A 103.8 04 88.8 829 77.7 73.1 081 68.4 84' 140.0 1404 ! 140.0 1302 1103 110.2 102.3 855 984 . 842 • X � 796 " 7541 • 87.7 78' 1404 140. j 140.0 1400 135.9 1202 1191 111.1 1042 • OA 43.3 77 140.0 140.0 740.0 1402 740.0 1404 140.0 103 1228 115.0 7091 • 86• 140.0 140.0 140.0 140.0 140.0 1400 1405 140.0 140.0 1550 104 683 0' 1400 1400 1405 105 1400 140.0 140.0 140.0 1480 1403 140.0 • t 54' 109 1403 10.0 1400 10.0 104 140.0 3480 1 400 1400 140.0 140.0 47 140.0 140.0 1490 140.0 1400 100 1400 140.0 140.0 140.0 140.0 140.0 47 1400 10.0 1400 1400 140.0 140.0 140.0 10.0 140.0 10.0 140.0 1480 37 1400 149.0 1400 1400 105 1400 1400 10.0 1400 1405 1400 100 37 140.0 1400 1400 140.0 140.0 1 140.0 140.0 104 1404 140.0 1490 140.0 MUW021 SPAN TRBUTARY SPAN 24' 2T 30' 3r • 38` ' 39' 47 45' ' 46' 57 54' BT 144' 288 220 05 18.7 17.2 ! 180 14.7 13.7 ; 129 121 : 11.5 ' 105 138' 283 283 23.4 21.3 190 ; 183 167 184 ! 14.6 138 134 . 123 137 33A : 29.7 ' 283 24.3 ; 22.3 ' 200 19,1 17.8 16.7 18.7 ' 14.8 - 14.1 128' 325 343 . 30.8 28.0 28.8 ; 23.7 ' 220 1 30.5 ' 19..2 18.1 17.1 • . 192 120' 444 398 354 324 207 i 27.4 264 23.8 223 214 19.8 180 112 51.8 ' 48.2 41.8 373 34.6 , i 320 28.7 27.7 25.0 24.4 23.1 , 21.9 10° 882 517 4115 423 • 384 380 332 ! 31.0 29.1 27.4 ; 28.8 - 344 102' 65.4 88.1 823 47.8 : 1 ! 430 402 374 34.9 32.7 304 291 - 274 98' 74.1 65.8 522 839. F 49.4 -. 484 42.3 i 39.8 370 340 : 329 : 312 90' 840 78.1 676 810 . 584 ! 52.0 48.3 , 45.1 ' 423 390 37.8 38.8 82 97.4 88.5 779 700 : 84.9 899 850 2 51.9 ! 48.7 45.8 . 43.3 43.0 78' 1133 ' 105.7 041 824 ' 75.5 89.7 64.7 60.4 564 633 0.4 47.7 77 133.4 1106 . 108.7 97.0 I 880 821 78.2 ( 712 , 607 82.8 1 683 582 67 140A 1400 1272 1156 , 1084 979 809 844 703 74.6 70.7 87.0 80' 1400 140.0 140.0 1359 1 1283 118.4 1099 i 1028 96.2 w5 ; 830 i 81.0 64° 1400 1400 ! 140.0 140.0 ! 140.0 1403 138.7 1 128.7 . 4180 1110 1089 1000 48' 140.0 • 140.0 10.0 100 1 140.0 1400 140.0 i 1404 140.0 1494 ; 7330 . 1280 47 140.0 140.0 : 1400 1404 L 140.0 140.0 " 1400 j 7404 1400 1400 ! 1400 1400 36' 140.0 ' 140.0 ' 1400 140.0 1 100 140.0 140.0 140.0 140.0 1400 ' 140.0 140.0 • 30' 140.0 ; 1404 . 100 140.0 1404 103 q I 1404 1 1400 140.0 14.8.0 300.0 1495 t•RLtON WAN WARY 24" 8548 Sr 30" 1 33' 36' 37 42' 48° 48' sr i s4' 67' 1 4 1 ° 146 123 11.6 ' 100 -- . - . -`• - - - - 136' 109 1 14.7 132 1 12.0 11.0 102 : - - «.- - - - 132' 109 i 180 151 . 13.7 120 11.6 • 10.8 10.1 -..- - - - 12s' 212 169 17.0 ; 164 14.1 13.0 ' 121 , 113 100 - - - 13? 238 379 188 17.1 15.7 14,5 i 134 1 12.5 ' 11.8 11.1 105 - 114' 252 533 21.0 1 194 17.8 151 , 15.0 14.0 13.1 12.3 11.7 11.0 10' 264 .221 238 , 21.4 15..6 18.1 18.6 15.7 14.7 134 73.1 124 10' 332 28.8 284 24.1 22.1 0.4 , 19.0 177 186 150 14.7 14.0 27 37.7 334 30.2 : 27.4 26.1 232 . 21.8 201 189 177 160 150 90' 432 04 340 i 31.4 285 208 . 24.7 ! 230 54.8 03 192 182 84' 500 444 400 . 383 213 30.7 ' 208 04 260 233 222 21.0 78° 88.4 019 48.7 424 38.9 359 33.3 31.1 202 27.5 253 240 72' 48.0 612 882 802 480 428 304 368 344 32.5 30.7 281 67 529 738 88.2 02 652 804 473 444 414 959 380 344 60' 101 80.7 805 73.4 073 821 67.7 534 80.8 47.5 44.9 428 54' 1.101 411.7 100.5 91.4 83.8 77.3 713 873 629 881 86.9 62.8 48' 140.0 1400 1284 118.7 1070 958 91.7 88.8 80.2 75.6 713 WA 47 1450 140.0 100 140.0 1400 1302 1209 1126 1058 966 94.0 881 98' 106 1450 1490 100 140.0 1403 1400 140.0 140,0 136.9 10.3 1234 37 1400 140.0 149.0 140.0 1400 140.0 1400 140.0 1400 10.0 140.0 103 MULLION SPAN 7383177427834N 24' 1 2r 30° 33' i 38' 39' 47 • 45' 48° 51° ! 64' 87° 120' 113 - - -- - - - - - - - -- 114• 123 714 10.2 , - - - - - - - - -.- - 108' 181 ! 134 12.0 11.0 • 10.0 - - ' - - - - - 107 179 160 14.3 130 - 110 11.0 102 - -- - - ...- 98' 214 19.1 17.2 153 . 14.3 13.2 123 ' 114 10.7 10.1 ! --- - 80° 284 : 229 208 181 172 109 14.7 13.7 129 12.1 . 41.4 100 84' 318 28.4 238 214 194 18.3 ' 17.0 15.9 149 ' 143 • 132 126 78' 347 30.8 274 253 232 21.4 19.8 186 17.4 16.3 15.4 149 $ 410 388 328 293 1 27.4 252 224 210 209 1 1193 18.2 17.3 67 492 43.7 39.3 35.8 ' 323 303 28.1 262 246 23.1 216 20.7 60' 59.9 532 47.9 ! 43.6 399 38.9 . 34.2 ! 310 304 28.2 296 282 54' 746 582 690 542 { 49.7 45.8 ' 42.6 39.7 27.3 351 33.1 31.4 48' 99.0 844 78.0 89.1 . 834 886 84.3 807 47.5 447 1 422 40.0 47 1251 1112 1001 • 01.0 83.4 77.0 714 68.7 626 1 88.9 ' 808 827 30' 1411.0 1400 1370 1253 I 1146 105.7 88.2 ; 916 850 806 1 76.4 72.3 30' 140.0 140.0 140.0 1400 , 104 1400 ' 100 ' 133.2 124.0 • 1173 , 111.0 1082 1312 1.1031 SPAN 71681.17ARY SPAN 22 i 27 30' 33' ! 38' 30' 47 45' 48' i 81' . BC 87' 00' 11.8 i 10.8 - - - - - - ..- - - - 94 140 129 11.6 105 . - - - . - - ..... ; - - 76' 1 &1 ! 18.1 14.8 13.1 120 11.1 . 103 - - • --- -- - 77 23.0 1 204 18.4 + 18.7 15.3 14.1 13.1 12.3 11.5 108 , . 2 10 - 48' '010 263 23.9 21.7 ' 190 ' 194 ' 17.5 159 14.5 14.0 ' 133 120 60 39.7 303 31.8 - 28.8 ! 285 244 • 22.7 212 19.9 18.7 ; 17.6 187 82 51.7 46.0 41.4 37A ' 34.8 313 290 27.8 200 I 243 1' 234 21.8 48' 680 888 827 i 479 , 439 400 ' 37.6 38.1 32.0 310 ! 293 27.7 47 88.6 770 . 803 ; 830 : 87.7 833 49.8 • 482 43.3 404 360 386 38° 118,7 104 950 ; 863 79.1 711 674. 03.3 684 . 860 $241 50.0 30° 140.0 i 1404 1372 1240 114.4 105.5 0.0 914 85.6 i 80.7 I 782 72,2 DESIGN LOAD SCHEDULES mosurestaggse Ra1T 1. TABLES BELOW GIVE ALLOWABLE PRESSURES FOR EACH 1911919 Ih 400p9ims wIl& am FNMA MULLION AT SPAN &TRIBUTARY DIMENSIONS SHOWN. 8' 8 C .. 03142411Cede 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPICTED TO 1 2" x 1/8" TUBE MULLION 1" x 3" x 1/16" x 1/8" TUBE MULLION 1" x 4" x 1/16" x 5/32" TUBE MULLION ANCHORS TYPE A, B, OR C FENESTRATION PRODUCT WI VERTICAL 1 MULLION FENESTRATION PRODUCE r *804OPS i TYPE A, B, ORC W2 2" x 4" x 1/8" TUBE MULLION *TRIBUTARY SPAN' a WI +W2 2 r t TYPE A, a ANCHORS FENFSTRAUON PRODUCT 7 / HORIZONTAL L MULLION OR C FENESTRATION PRODUCT FENESTRATION PRODUCT MULLION SPAN 2" x 6" x 1/8" TUBE MULLION •• • (ANCHORS TYPE A, B OR C ••4 ••• • • • •• • • •• •• • • •4 • • • • • • • ie 33 b L !JP r. ;9 t 8 A 4 a • Lt. J ANCHORS TYPE "A" 314 S.M.S W/ 1 -1/2" MIN. EMBED INTO WOOD WANGLE L 2x2x1/8" ALUM, ANGLE #14 S.M.S 2/ ANNE MULLION ANCHORS TYPE "B" 8 314 S.M.S W/ 1 -1/2" MIN. EMBED INTO WOOD 2/ANGLE r }— F1UI8° } MULLION CLIP .ALT. TO ANGLES FOR ALL ANCHOR TYPES • THIS CLIP SMALL FLOAT INSIDE MULLION (NO SIDE FASTENERS REQ'D) ANCHORS TYPE "C" ME' 4 2x2x1/8° ALUM. ANGLE 314 S.M.S 3/ ANGLE MULLION MULLION 24x1/8° ALUM. ANGLE 3-5/8° LONG WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY L4" 0 TAPCON 4 1 -1/4 MIN. EMBED . 2/ ANGLE CONCRETE OR 4 GROUT-FILLED • A BLOCK 14" 0 TAPCON 1-1/4' MHd. 4 TBED, 2/ ANGLE 4 • • • • •••••• • • 1.568 CONLTttrt A7+ • • MAX. GROUT aLoqf • • • •` —Fro•! • - ••• gg S$ 1 ,• •••• • • •• 4