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WS-08-1689Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/10/2008 Inspector: Bruhn, Norman Owner: HOWELL, SUSAN Job Address: 70 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: READY WINDOW SALES & SERVICE Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Building Department Comments Block: Phone Number 2, 2000 Parcel Number 1132060131340 Lot: Phone: (305)269 -3999 INSTALLING NEW FRENCH DOOR WITH SIX SIDELITES Passed 611.01 Inspector Comments CREATED AS REINSPECTION FOR INSP- 97098. Norman call Ms. Howe! at 305 - 987 -3659 or 305 - 781 -2846. Inspection first thing in the morning customer leaves around 10 AM to work Provide photos for mullian attachments. Attachment is concealed. NB Same comments NB CC f/" f �i / e7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, November 7, 2008 Page 2 of 2 10, 29, 2008 Miami Shores Building Department 10050 NE 2nd Ave. Miami Shores, Fl. 33138 PERMIT #: WF 9 -08 -1689 OWNER: Susan Howell 70 NE 101 Street Miami Shores, FI. 33138 Dear Building Official I Juan A Rodriguez, having perform the inspection at the above address hereby attest that, all window bucks, mullions, clips and window units are installed in accordance with the SFBC and Product Control Approvals effective at the time of said installation. That this document is being prepared in accordance with section 105.13.4.1 of the Florida Building Code and is being submitted to Miami Shores Building Department at time of final inspection. If you have any questions, please contact this office. Yours truly, Rodriguez .R 6691. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,: Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 10,2008 Ir, Permit Type (circle): ► wilding Rsg° Owner's Name (Fee Simple Titleholder) f / h 7 1 " - ° ` 1 Phone # 33\5 — 8 7 66 Owner's Address )O t I L 5 City QFY119 1 State Je;) Master Permit No. t 59 Job Address (where the work is being 70 J ( be g done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES County Miami -Dade Zip 3 3i3 e5 Contractor's Company Name Contractor's Add ss")1-1 , City 0.4IP 1'1 Qualifier Name i•'1 �. State Certificate or Registration No. NO Architect/Engineer's Name (if applicable) Value of Work For this Permit $ State hone # 505- -0 poet– 30A `l Zip 030 i° Phone # Certificate of Competency No. � hone# %'A.� - ( 't�° Type of Work: ['Addition ['Alteration Describe Work: Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition t l° w OuLn Y)(- ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ f Permit Fee $ tl Notary $ _ Training/Education Fee $ 1 e 4 Scanning $ ctlx) Radon $ Bond $ Code Enforcement $ Structural Review. $ x**** Fees******** ******* *** ***•x******** **** * * ***** * ** CCF $ i° CO /CC Technology Fee $ a CO DPBR $ Zoning $ Double Fee $ pp .6 o See Reverse side -* Total Fee Now Due $ 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 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 -- 1,..•, 1,,,,,t,,,r0 will he delivered to the person pj Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must b site K promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person F, the f whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site i i for the first inspection which occurs seven (7) inspection will not be approved and a reinspec Signature s after the building permit is issued In the absence of such posted notice, the fee will be charged Owner or Agent The foregoi g instrume t as acknowledged befo a me this I CAIy�°diced �J • ®�51N�Ya°fl®'° t' A � jitboti take an oath. IC: � ?� W a dam SAC : tv i'Ds. 1 / day of1 , by 1 who is personally known to NOTARY PUB III ✓ "• it Sign: Print: \4y Commission Expires: Contractor The forego "Tlnstrament was acknowledged before me this day of ,„* , 204, by 4, t �� e who is ,..1,:,,I11111 • me or who has produced as identification and who did take an oath. NOTARY PU of Florida wit ; 1712008 Prin 1049 I- if bath. M Commission Expires: *************************** * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** ** ******** *********** APPLICATION APPROVED BY: (Revised 07/10/07) %9 Pe ** Plans Examiner Engineer Zoning * 1111111111111111111111111111111111111 1111 1111 CFH 20� o8R0 r r 5071 NOTICE OF COMMENCEMENT OR E.k 26578 F9 3095; Ups) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY R VIN, CLERK OF O HARVEY RUI+IHp CLERK OF COURT MIAtII -DADE COUNTY, FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 2. Descripti • of im • rovement• 3. Owner(s) name and address: v�S A t� r 0 a ELL /0 14 - iO1 ST Interest in property: Name and address of fee simple titleholder: mtArvtt Ski�(LE —S Fi_ 33135) 4. Contract is name a d address: %v!0 5 30 to 5. Surety: (Payment bond required by owner from contractor, Name and Address: Amount of bond $ 6. Lender's name and address: if any); 0i v ftgdi,:' et rhis is in f ig . fx on , D RJNIN, 7. Persons within the state of Florida designated by Owner upon whom notic provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: documents may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is cified) �' Ilk Signature of 0 Print Owner's Name Sworn to and subscri Notary Public: Print Notary's Name: My commission expires %%141111 • j *�0� ssioNNF ••• li Z before oi3i Q t 111 • • e E- 4 LIRWIANIZETZMW Prepared by , 20 Address: 11nUniflfl'4 t' JOB NAME : ADDRESS: HOWELL RESIDENCE 70 NE 101 STREET. MIAMI , FLORIDA. 33138 et w . SUBJECT TO COMPLIANCE WI RECEIVED S - ' 1 8 2000 •• • • • • • •••• • • • • •• • • 1• • • • • • • • • • •••• • • • • • • ••• • • • • • • • •• •• •• • • • • • ••• • • • Engineering Corporation. Mario Duany,P.E. P.E. No. 67340 CA No. 28051 13=1 Sly 270 tar learnt 310400 33032 Pname(70144311-7062 oecc -9162 • • • • •' • •• • • •. 54'-8" REAR 1 "X4 "X84 1/4" ALUMINUM MULLION BY E.S. WINDOW 1"X4"X84 1/4" ALUMINUM MULLION BY E.S. WINDOW NOT PART OF THIS PERMIT 0) LL J NOT PART OF THIS PERMIT BEDROOM BEDROOM BATHROOM NOT PART OF THIS PERMIT BEDROOM LAUNDRY FAMILY ROOM DINING ROOM LIVING ROOM NOT PART OF THIS PERMIT 54' -8" NOT PART OF THIS PERMIT FRONT KITCHEN I- 0 IY NOT PART OF THIS PERMIT NOTE : MEAN ROOF HEIGHT : 11' -0" ROOF TYPE : 3:12 GROUND FLOOR NOT PART OF THIS PERMIT Ab Engineering Corporation. Mario Duany,P.E. P.E. No. 67340 CA No. 28051 Revisions .1 cn.••w• w '••• 1- o • •Q cn • y••• • a.•�• Z M • �• ,:i•• 0 R' N. •. .. _3 • •' I— z L U O Lai I= _ U 0 a O Q M CUSTOMER WINCAD GROUP, INC. 2342 W 80 ST. BAY 3 HIALEAH, FLORIDA. 33016 PHONE : (305)822 -4855 FAX : (305)822 -4856 CELL: (786)256 -0428 DATE: 08.01.08 SCALE: 3/8° = 1' DWG. BY : E.P. JOB # : 08 -017 Sheet No. 1 OF 5 •• • • • • • • • • • •� • • • \pt7.5;NOTE 1 : WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. �Ptz; NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. E1D NOT PART OF NOT PART OF THIS PERMIT THIS PERMIT FRONT ELEVATION 4d& Engineering Corporation. 13675 6f 276 lan. wear rww. 33032 Phme(786)4i —7062 ree(306)242-6162 Mario Duany,P.E. P.E. No. 67340 CA No. 28051 Revisions • • • • • • w• VI O•• w' Z•••(!) CC • W ••� • r, w O w U) O ••• • • w• • w ••• CC • • O g{ r • • r- • W M • Z . O•(,i, •. (t'• • ZL- CD U< Q oM WINCAD GROUP, INC. 2342 W 80 ST. BAY 3 HIALEAH, FLORIDA. 33016 PHONE : (305)822 -4855 FAX : (305)822 -4856 CELL: (786)256 -0428 DATE: 08.01.08 SCALE: 3/8° = 1' DWG. BY : E.P. JOB # : 08 -017 Sheet No. 2 OF 5 \pt7.5;NOTE 1 : WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE —REFER TO PRODUCTS CONTROLS. \Ptz; NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF THIS PERMIT RIGHT ELEVATION NOT PART OF THIS PERMIT 1 Engineering Corporation Mario Duany,P.E. P.E. No. 67340 CA No. 28051 1a92IS SW 279 Lon. Weer. Aims 33032 (791043e -1052 Feec309p94 -9+67 Revisions •W o•J ft • •_ •• • tY ' W o w � 0 0 tr U o •.•• • I- •.•. • .• • • • VI • • • • • • e-•83 •e. O:M • • • W • • • Z d •• r0• ®••• • }]E•• • • "A • • • 0 Q— O — WINCAD GROUP, INC. 2342 W 80 ST. BAY 3 HIALEAH, FLORIDA. 33016 PHONE : (305)822 -4855 FAX : (305)822 -4856 CELL: (786)256 -0428 DATE: 08.01.08 SCALE: 3/8° = 1' DWG. BY : E.P. JOB # : 08 -017 Sheet No. 3 OF 5 NOTE 1 : WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF THIS PERMIT " " UM 1 X4 X84 1/4" ALUMINUM MULLION BY E.S. WINDOW ■ / / / / REAR ELEVATION 0 72" X 83 1/4" W/ SIDE LITE 2 -25 "X 83 1/4"(ACTIVE RIGHT) SERIES 3000 ALUMINUM FRENCH DOORS (LMI) N.O.A. 07- 0828.09 EXPIRATION DATE :09/16/2009 GLASS TYPE (A) DESIGN PRESSURE : +70.0 psf / —80.0 psf. SITE PRESSURE : +49.45 psf / —54.08 psf. SIDE LITE 2 -25 "X 83 1/4" SERIES 3000 ALUMINUM FRENCH DOORS (LMI) N.O.A. 07- 0828.09 EXPIRATION DATE :09/16/2009 GLASS TYPE (A) DESIGN PRESSURE : +70.0 psf / —80.0 psf. SITE PRESSURE : +49.45 psf / —54.08 psf. NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING 1" X 4" X 84 1/4" ALUMINUM MULLION BY E.S. WINDOWS. N.O.A. : 04- 0712.01 EXPIRATION DATE ; 09/16/2009 DESIGN PRESSURE : +83.55 psf / —83.55 psf. SITE PRESSURE : +49.45 psf / —54.08 psf. Engineering Corporation. Mario Duany,P.E. P.E. No. 67340 CA No. 28051 Revisions • • • •., v).• U (1).• W . p *.••5 ••••G►: • V:g • • • •a• • tY .. W I— O w in 0 U i ••• • W• • W• F— • (1). O • W M • ZM• N E.∎ Z n ' O _ H U < Q O m WINCAD GROUP, INC. 2342 W 80 ST. BAY 3 HIALEAH, FLORIDA. 33016 PHONE : (305)822 -4855 FAX : (305)822 -4856 CELL: (786)256 -0428 DATE: 08.01.08 SCALE: 3/8' = 1' DWG. BY : E.P. JOB # : 08 -017 Sheet No. 4 OF 5 . . • NOTE 1 : WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART THIS PERMIT 1"X4"X84 1/4" ALUMINUM MULLION BY E.S. WINDOW �o LEFT ELEVATION "1" SIDE LITE 2 -20 7/8 "X 83 1/4" SERIES 3000 ALUMINUM FRENCH DOORS (LMI) N.O.A. 07- 0828.09 EXPIRATION DATE :09/16/2009 GLASS TYPE (A) DESIGN PRESSURE : +70.0 psf / —80.0 psf. SITE PRESSURE : +52.98 psf / —57.61 psf. NOT PART OF THIS PERMIT NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING 1" X 4" X 84 1/4" ALUMINUM MULLION BY E.S. WINDOWS. N.O.A. : 04- 0712.01 EXPIRATION DATE ; 09/16/2009 DESIGN PRESSURE : +83.55 psf / —83.55 psf. SITE PRESSURE : +52.98 psf / —57.61 psf. Engineering Corporation. Mario Duony,P.E. SI 4m P.E. No. 3028 ,i,°,,, Read, 33032 67340 wo.sc700430-70112 CA No. fasc305322-9+62 28051 Revisions • • O• • •tab z •.Q r*: • cr 0 CUSTOMER PROJECT : • .•. ••• w'•:. 1 t- • to . abo �'. • M ZM• Q'Q••• • Z 0 U Q O M WINCAD GROUP, INC. 2342 W 80 ST. BAY 3 HIALEAH, FLORIDA. 33016 PHONE : (305)822 -4855 FAX : (305)822 -4856 CELL: (786)256 -0428 DATE: 08.01.08 SCALE: 3/8° = 1' DWG. BY : E.P. JOB # : 08 -017 Sheet No. ,5 OF5 , WINDO2 v2-06 Detailed Wind Load Design (Method 2) per ASCE 7-02 8/5/2008 Description: HOWELL . Analysis by: Mario Duany, P.E Structure Type star Input Data Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 13.00 ft Mean Roof Height (Ht) 11.00 Width Perp. To ,Wind Dir ($) Width Paral. To Wind Dir (L) 43.00 ft 54.67 ft Calculated. Parameters Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No Calcul Importance Factor I 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At .= Bt = Bm Cc = 1 Epsilon = Zmin = Gust Facto. StructU 0.105 1000 0.650 0.200 500.00 0.200 15.00 Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Gust: Factor Category 11 Rigid Structures - ;Complete;At 8lyai Zm. Zmin J 0.85) 15.00 ft Izm Lzm Q Cc* (33/z) ^0:167 0.2281 1 *(zm /33) ^Epsilon 427.06 (11(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) "0.5 0.9240 Gust2 0.925*((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) Gusto actor Summary' (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 G 0.8850 Flo 6-5 Internal Pressure Coefficients for Buildings. Gcpi Condition ' Gail r Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildin • s 0.18 -0.18 nclos , . Bud dings 0.18 -0.18 MDS Engineering Corp. Page No. 1 of 2 W1NDO2 v2-06 Detailed Wind Load Design (Method 2) per ASCE 7-02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.3 =_> a ..3.i__ 3. 2 a as Gabled Roof 7 < Theta < =45 4.30 ft o receive a help Screen Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (ib/ft "4 Max Min Max Min Door 6.25 6.9375 ' 43.36 4 0.89 -0.99 49.45 -54.08 Sidelite . 2.083 6.937 16.04 4 0.96 -1.06 52.98 -57.61 Note: Enter Zone 1 through 5, or 1H through 3H for overhangs. MDS Engineering Corp. 8/5/2008 Page No. 2 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F133138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 High Velocity Hurricane Zone of the Florida Building Code. _ CR$'TIOI+L-��?r±Ps_` 100" Alum;nLmOutswingFzrench Doors w / wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors LIVID", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. 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. ILE IMPACT. RATING: Large and Small Missile Impact Limitation: 1. Door installation require total four (4) flush bolts for double doors & two(2) for single doors LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04- 0712.02 consists of this page 1 and evidence page B -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No qi- 0828.49 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0712.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. (Note: the revision consists of an additional glazing & hi- bottom rail options) B. TESTS (transferred from file # 04-0712.02) 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) Small 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 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., No. 1+ 1'L -3947 & FTL -3955, dated 02/04 /04, both signed and sealed by Edmundo J. Largaespada, P.E. 2. Additional test report: Test report No. FM-5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. C. CALCULATIONS (transferred from file # 04-0712.02) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 04 /09/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTMS- 1300 -02 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2010 2. Notice of Acceptance No.06- 1205.10 issued to E.I. DuPont DeNemours for "SentryGlas Plus ", expiring on 01 -14 -2008. F. STATEMENTS 1. Addendum letter dated September xx, 2007, issued by Fenestration testing lab, signed & sealed by Carlos S. Roinda, P. E. 2. Statement letter of conformance and "No financial interest ", dated 06/11/07, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 04-0712.02, expiring September 16, 2009. 2. Test proposal approved by BCCO dated 02/06/06 & 07/31/07. E -1 141 . (.1 ton. �iH hag I. Chanda, P.E. Product Control Examiner NOA No 07- 0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 M I A M I•DADb BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows 10653 N.E. Qusybridge Ct. Miami, FL 33158 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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. tESCRIPTION A luminumTubular Mullions APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions," sheets 1 through 8 of 8, prepared by AL- Farooq Corporation, dated 04/26/04 revision "A" dated 08/06/04; signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and aaproval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 consists of this page 1 and evidence pages E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04.0712.01_ Expiration Date September 16, 2009 Approval Date: September 16, 2004 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M04 -04, titled "Aluminum Tube Mullions," Sheets 1 through 8 of 8, prepared by AL- Farooq Corporation, dated 04/26/04 revision "A" dated 08/06/04, 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 and TAS 202 -94 along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3820, dated 06/09/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small 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 and TAS 202 -94 along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 06/09/03, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small 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 and TAS 202 -94 along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3819, dated 06/09/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS: 1. Anchor Calculations, ASTM- E1300, structural analysis, prepared, signed and sealed by Humayoun Farooq, P.E dated 06/07/1 /if ...641111f44.4ftilor Air / Hermini i F. Gonzalez, PE. Director, Product Control Division NOA No 04- 0712.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E -1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMVIITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, 06/07/04, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance and no financial interest, 06/07/04, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (J.I3C) E -2 Gonzalez, P.E. Director, Product Control Division NOA No 04- 0712.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 ADDL ANCHORS REQD. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY 6' MAX. TYP. HEAD /SILL CORNERS 144' FRAME WIDTH _ 34 5/8' ' FR. HEAD & SILL LJ 11 11 II 11 11 11 n �_ II II 11 II II 011 11'7-- - II II u II 1 1 30 1/4' D.L OPG. 34 1/4' PANEL WIDTH 26 1/16' D.L OPG. 34 11/16' LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR 8011-I SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 120 MAX. ( OXXO ) 11 11 11 11 1 30 1/4' D.L OPG. 34 1/4' ADDL ANCHORS READ. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY SURFACE APPUED FALSE MUNTINS MAY BE USED MONEMI PANEL WIDTH 0 6' MAX. VP. 71 3/4' FRAME WIDTH 68 3/4° HEAD /SILL CORNERS FRAME HEAD & SILL 120 MAX. lot lot M m GI \ I 11 '\ 11 11 VS TYPICAL ELEVATIONS TESTED UNITS 28 1/16' D.L OPG. i z Ir 1 cc 0� t Or��Q • d to YrA g .zs o o« `� 2 •... • •..• • • • • 1 • • • • • • •• • 12" MAX. m 1 m 1 NOTE 'FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAf AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. PRODUCT REVISED us eoloptyiag with the Florida Bidding Code AneIghtnee No0T- Ots?$•t7q boa Da egEf b; ? eor r1skdL� L' L .4..L tai p Claud Minim Engr: DR. HUMAYOUN FAROOQ F1. � C.A.N. 3538 1/ SEP 2 8 Z007 c a a 0 a► v F. g 0 0 ° 0 0 a O 0 c O a 4 i 8 c drawing no. W04 -51 (sheet 1 of 7 • • • • • 1.... • • 1•••• .• • • sheet 2 of 7 ) DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES GLASS TYPE 'A', 'B', 'C' OR 'D' [M�0M - `. 7 -RATING _ 700 PSSF (FOR SIZES SHOWN BELOW OR SMALLER) t 80.0 PSF *� FRAME WIDTH (X) FRAME WIDTH HEIGHTS: DAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 8/8 79 -3/4" 77 -1/4" 69- 1/_te" -_85 -3/16" / //0 \ \ \ \.// \ \\ / / %\ / / / .- /1 � 71 -3/4" 34- 11/16" 26 -1/16" , 70.0 80.0 70.0 HEIGHTS: DAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 8/8 79 -3/4" 77 -1/4" 69- 1/_te" -_85 -3/16" 8/0 95 -3/4" 93 -1/4' 85 -1/16" 81 -5/16" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLlTE OPG. 2/6 (X) 31 -1/2" 28- 11/16' 20 -1/16" 3/0 (X) 37 -1/2" 34- 11/16' 26 -1/16' 5 0 (XX) 59 -3/4" 28- 11/16' 20-1/16 6/0 _Mt__ 71 -3/4" 34- 11/16" 26 -1/16" , cs W FRAME WIDTH (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT Fr. /IN. GLASS TYPE 'A', 'B', 'C' OR 'D' DM ( +) INT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 8/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEUTES SIDEUTE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'B'. 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 24 27 30 33 36 39 42 6 /8. 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 i 27 30 33 36 39 L 7/0 / 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 36 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 67.9 67.9 70.0 80.0 65.0 65.0 70.0 80.0 62.4 82.4 70.0 78.9 60.1 60.1 _ 70.0 76.0 NOTE: FOR DOORS WITH SIDEUTES USE SIDEUTE RATING TO QUALIFY DOOR & SIDEUTES. SIDEUTE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. (x0) ox I / • n \ \ (4' \ \ T \ i © lin c�4\ /p \ \ 7 , (x0) ox PReeucr REVISED f 9 3 as sopplyis wi* Bifida; Code Aealepleutor No 0 7- D62# -0T Expiroshoo OIN p14r.2Af Moog uZr Cased Division SIDEUTE WIDTH = OUW - DOOR WIDTH R. I 1 • n \ \ (4' • \ . © lin c�4\ /p \ \ 7 \ / - \ / \ / i O `,/ T PReeucr REVISED f 9 3 as sopplyis wi* Bifida; Code Aealepleutor No 0 7- D62# -0T Expiroshoo OIN p14r.2Af Moog uZr Cased Division SIDEUTE WIDTH = OUW - DOOR WIDTH R. I 1 • n \ \ (4' / / \ \v1 4 •• •••• 1 .•1 •••4 • •••1 •/ • . © lin c�4\ /p \ \ 7 \ ( Ox0 ) • • • •• • • • • • •• • 1 • n \ \ (4' / / \ \v1 \ \ / / / 7 ( =co ) NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: DR. HUMAYOUN FAROOC SIRUCTURES FLA. 18557 C.A.N. 3538 P 2 8 1007 • d•• • 6'41 toe g"' M ai Vigr bi 1 i 0 a. 0 V FAX. (305) 593 -2074 a i 0 N oo a+ b L t m 0 0 8 0 1 4 drawing no. W04 -51 TYPICAL ANCHORS SEE ELEV. FOR SPACING •1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • •• • •••••• • •••• • •••• • • • •••* • -3 • N • • • • nQ �• n • x_ 1 • 3`°� gnMg 3dm V1 N5 • WLoxg • • • • •••• • • • I!••• J • •• • • O a 0 • 1 1 I; g 0 pN O or- m- PROFILE BOTTOM RAIL APPUCABLE TO STATIONARY AND OPERABLE UNITS • n 2 e i drawing no. W04 -51 ) STATIONARY UNITS OPERABLE UNITS SEP 28 2007 (sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16' HS. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16' H.S. GLASS SIUCONE DOW CORNING 795 LGI.ASS TYPE 3/18" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/18" H.S. GLASS TYPICAL ANCHORS SEE ELEV. FOR SPACING • SILICONE DOW CORNING 795 1/8" H.S. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" H.S. GLASS MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" HS. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS SILICONE DOW CORNING 795 ( GLASS TYPE 'D' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4" TAPCONS BY ELCO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY 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 114 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. • • • • • •• • •...••• ..•. • • •••• • • ••.. • • • • • • • • • • •• • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. Engr: D YID FAR000 FLA. PE �_1 _6557 C.A.N. 3538 SEP 2 8 2007 IINIDUCT IMMO Ikaillag Clair Aeneptanae Z LL .off e4 a . Miamid �lhiinc hol Division u 0 Ot va a v§ cgi .0 eCuld !IT• 5 C9 gW • • •• • • • 4. •.y. Lai. • VIN W ICA 3 t0 O 0 a m c 0 i 0 t m 3 f • 1 drawing no. W04 -51 (sheet 4of 7 ) •• • • • •••• • • w•• • • • • • (sheet 5 of 7 ) 1/4- MAX. •. SHIM 110 X 3/4- SMS • r FROM ENDS & 14. O.C. MAX. ri.Th REINFORCED SEE CHART ON,SHT. 2 ACTIVE LEAF SIDEUTE PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WIDTH 98- X 2- X .98• X 1/8• FULL LENGTH STL CHANNEL (STEEL TO BE PLANTED OR PLATED) 1/4- MAX. INTERIOR EXPOSED FLUSH BOLTS AT 10- FROM EACH END CONCEALED FLUSH BOLTS AT 10- FROM EACH END IN- ACTIVE LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) D.L OPG. • • /;1 UNREINFORCED MULL • • • n SEE CHART ON SHT. • tn ac o a Q� U E .. O t os 0 a. 8 O 4;E ▪ ill e 111. a 49 LEAF WIDTH 1 EXTERIOR ( OXXO ) TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM • • •• • • 1 •••• MI • • •• • a -.... •• • eft e • MULLION REINFORCING CHANNEL .98- X 2 X .98- X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) 1BY WOOD BUCK FRAME WIDTH EXTERIOR (X) PRODUCT wino es eerpplq MO fie Deltas Cede Asdepts.ee No a7 - -Or -di Expiration ae S L442005 M ��'�` �OREINFORCED MULLION - SEE CHART ON SHT. 2 ENV' DR. H U UMAYOUN FAR000 FLA. T3535 P 2 8 2007 X -0 ) 0 0 0 0 ig 4 Fi a c 0 0 0 • 0 O 0 0 0 1 • 1 M 1 drawing no. W04 -51 1.500 4.000 {.- ,1.779 .078 2.250 i.- 2.016- ®® FRAME HEAD /JAMB :361 10Th .105 .225 31 WEDGE GASKET (SCALE 1:1) 1.608 �'j 1 .080 388 1.500 -i 0 WEATHERSTRIP ADAPTER 3.350- .078 M-- 2.674 SHEAR PLATE .395 4.000 ,.750 1 .913 .078 3.500 .590 © TOP /BOTTOM RAIL -11000r I� .045 .852 13 JAMB TRIM (OPTIONAL) .490 1.145 2.163 .078 1.800 .563 I1. 4.000 --0i ® FRAME SILL .250 18 1.112 1.531 PANEL CLAMP � .062j L±75 -I .927 I..- SILL COVER SIDE LITE STILE 0.312 I 2.125 2.000 2.000 0 0 0 0 0 2.125 0.375 n 3 PIECE HINGE 3.375 ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPUER/REMARKS 1 ES3001 -1 1 FRAME HEAD 8063 -T6 - 2 ES3001 -2 2 DOOR FRAME JAMB 6063 -T6 - 3 ES3002 -1 1 DOOR FRAME SILL 6063 -15 - 4 E33003 -1 AS REQD. SIDEUTE ADAPTER 6063 -T6 - 5 E53004 AS REQD. SHEAR PLATE • ANCHOR LOCATIONS 6063 -T6 3• LONG 6 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -75 - 6A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -75 - 7 ES3008 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 8083-75 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6083 -T6 - 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 8063 -T6 - 10 E53008 -1 AS REQD. SIDEUTE STILE 6063-15 - 11 FB- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 12 FB -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL. SULLNAN & ASSOCIATES 13 ES3011 AS REQD. JAMB TRIM 6063 -15 OPTIONAL. 14 ES3012 1 SILL COVER 6063 -T6 - 15 E53013 2/ LEAF WEATHERSTRIP ADAPTER 6083 -T5 - • • • • • 16 ES3014 -1 4/ PANEL PANEL CLAMP 6083 -TB - •• • 17 ES3003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6083 -76 - • 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE •••• 20 - - DEAD BOLT LOCK (PREMIER) - YALE • • 21 W22321NG AS REQD. FIN -SEAL PILE WSTRIPPING - ULTRAFAB 22 ES3020 AS READ. BULB WEATHERSTRIPPING VINYL • AT SIDEUTE PANELS • • • • • 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1 -1 /4•X 1 /8'X4 -1 /4• VOW 7, 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8• THK. X 7 -7/8• LONG • 25 - 2/ LEAF 3/8• DIA. THREADED ROD W/ NUTS • STEEL • - • • • 26 - AS REQD. FRAME ASSY. SCREWS - •. • #10 PAN HEAD SMS 27 - AS REGD. MULLION REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE - 29 E54019 AS REQD. PANEL SIUCONE STOP NEOPRENE - 30 - AS REQD. 3/8• DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REQD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -75 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1• FH SMS 34 0/LON AS READ. DOOR PANEL W'STRIPPING - SCHLEGEL 4.000 1.750 .590 .094 HINGE STILE .913 1.984 4.625 x.094 0.913 .5901.750 4.000 ® ® LOCK STILE /KEEPER STILE .125 MUWON REINF. CHANNEL ® SIDELITE ADAPTER 7.250 7.750 L-1.750- HI-PROFILE BOTTOM RAIL IP*ODUCF AEVISRD wIW the Merida Exphafion Daze $EP14/7 1 MIaoi Pr8aef Cimtng Division Engr: DR. HUMAYOUN FAR000 STRUCTURES nA. PE C.A.N. / 8557 SEP 2 8 2007 Qa 25 ••• • • 3 • • 0 N • • •• 4 IR mato uoi Vcri onM T 0 Mg Z. 3 z'� LJ • • • • • O 1 2 2 h It fit 2 0 r 0 0 0 5 8 0 0 0 c V • 70 1 drawing no. W04 -51 (sheet 6 of 7 • • • • (sheet 7 of 7 ) FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Eng: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 11 18557 C.A.N. 3538 SEP 282007 • • •• •• • • • •••• • •••• • • •• •• • • • • • • • • • • •• • ▪ soslippirie will, Thda. Dab*/ Cade Assep6wa No GO— O'8` L ipiMion Date B 1 doti 1. (Lot 14 la. Miami Dad! Pro`8ect Control Division J. s.• • ••• • • • L. d g 2 ••el eb • •Vp §P21 0,i ViN1 f a • + • • ca 1 • a) 0 c 5 c 0 so 2 C 0 • 0 0 0 0 m 0 1 a 1 c 1 drawing no. W04 -51 • • •••• • • ••• • •• • • THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT RECTANGULAR ALUMINUM TUBE MULLIONS USING MUWON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE AP'PUCABLE BUILDING CODE REQUIREMENTS I.E WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHM.L BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN MAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Appnnui asssesibitiwMi a, i+ir+ida • Date . Rh • NOAH a7,15 •i3opts' M1.ai 1 Dom' . 44 BY f/ / DR. HUMAYOUN FAROOQ STRUCTURES RA. N. AUG 1 0 2004 • • • • •• • • •••• • • •••• • •• •• • • • • • • • • • • •• • J I Z 0 2 •••• u) z 0 J z • ••• • is • • el. • W •• • • tw • t")1 yM o� Nag ALUMINUM c 1 1 b 1 1 1 1 drawing no. M04 -04 (sheet 1 of 8 3.000 r'L0°0i 1125 —.125 1 X 3 STD. MULLION 6063 –T6 4.000 1 X 4 STD. MULLION 6063 –T6 2.000 i .125 1 1 2.000 ANGLE CUP 6063 –T5 L000-1 3.000 .338 i .338 3.000 .125 1 X 3 CUSTOM MULLION 6063 –T6 2.000 --1 125 +.125 y 2 X 3 STD. MULLION 8063 –T6 4.000 .323 b .323 +-.125 1 X 4 CUSTOM MULLION 6063 –T6 j+ -2.000 4.000 2 X 4 STD. MULLION 6063 –T6 –.125 5.000 _r.12s +-.125 2 X 5 STD. MULLION 6063 –T6 6.000 2.000 2 X 6 STD. MULLION 6063-76 .....125 6.000 r-2.000---1 .250 2 X 6 HEAVY MULLION 6063 –T6 —.250 • • • • • •• • • •.•• • •••• • • •• •• 2.730 3.750 MULLION CLIP 6063 –T6 NOTCH OPTIONAL MULLION CUP 6063 –T6 • F STRUCTURES FL A. PE t_18557 C.A.N. 33553386 AUG 1 0 2004 • • • • • • • • • • •• • 0fi ■ co 0 to xo Nq F tV IX At Ogg 04 O n Iv S � w • • • • • Z •.• • • • • J �•• _I alb � • Y 1919 CO ••• •• z z .N FAX. (305) 593 -2074 cg u c O 5 r, C drawing no. M04 -04 (sheet 2of 8 • • • • • • • '1911 ••• • • • • • • • • • • • • • 0000 • • • • • • • �� V 4 O 3 i DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X9 STD. 1X4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2X5 STD. 2X6 STD. 2X6 HEAVY WINDOW DIMS. 1 %3 STD. 1X4 STD. 1 X 3 CUSTOM 2X3 STD. 1% 4 CUSTOM 2 %4 STD. 2 %5 STD. 2X6 STD. 2X6 HEAVY WINDOW DIMS. 11 3 STD. 1X4 STD. CUSTOM CUSTOM 2X5 STD. 2 %8 STD. 2X6 HEAVY 2X3 STD. 2X4 STD. 'AL- FAROOQ CORPORATION 'EI1c EERS, PLANNERS & PRODUCT DESIGN 1285D SW 87 AVE 4AI1M% FLORIDA 33174 TEL' (305) 284 -8100 FAX. (305) 262 -6978 2 %3 STD. 2X4 STD. WIDTH (w) MULL SPAN WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN 19 -1/8' 26 -1/2" 30" 37' 42" 48" 54" 60" 86" 72 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.9 129.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37" 42' • 48" 54' 60" 66' 72" 74 -1/4" 74.6 150.0 115.1 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 3(" 37" 42' 48" 54" 80" 66' 72" 120" - 37.9 27.3 55.3 96.7 150.0 150.0 53.8 115.4 83.1 150.0 150.0 150.0 150.0 - 27.3 - 39.9 89.8 111.0 150.0 47.5 101.9 73.4 148.9 150.0 150.0 150.0 - 24.1 - 35.3 61.7 98.1 150.0 38.5 82.6 59.5 120.7 150.0. 150.0 150.0 - - - 28.8 50.0 79.5 146.1 33.9 72.8 52.4 106.4 150.0 150.0 150.0 - - - 25.2 44.1 70.1 128.7 29.7 63.7 45.9 93.1 150.0 150.0 150.0 - - - 22.0 38.5 61.3 112.6 28.4 56.6 40.8 82.7 144.6 150.0 150.0 - - - - 343 54.5 100.1 23.8 51.0 38.7 74.4 130.2 150.0 150.0 - - - - 30.8 49.0 90.1 21.6 46.3 33.4 67.7 118.3 1 50.0 150.0 - - - - 28.0 44.6 81.9 - 42.5 30.6 62.0 108.5 150.0 .1500 - - - - 25.7 40.9 75.1 19 -1/8" 26 -1/2' 30" 37' 42" 48" 80" 66' 72' 5o -5/8" 150.0 150.0 150.0 121.8 150.0 150.0 150.0 150.0 150.0 1510 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" -1/2 84' 51.5 110.4 79.5 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30" 37 42" 48" 54' 60' 88' 72" 132" - 28.5 20.5 41.8 72.7 115.6 150.0 37.2 717 57.4 116.4 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4. 150.0 32.8 , 70.4 50.7 102.8 150.0 150.0 150.0 - - - 26.5 46.3 73.7 .135.4. 30" 37' 42" 48" 54" 60" 86' 72" 28.8 57.1 41.1 83.4 a 145.8 150.0 150.0 - - - - - - 21.5 - 37.6 33.1 59.7 52.6 1O.8 • •964•• c • • __ 107.1 93.7 150.0 150.0 150.0 144.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 23.4 50.3 38.2 73.5 128.4 150.0 150.0 ALUMINUM TUBE MULLIONS E.S. WINDOWS; • • • 5220 N.W. 72 AyE. I'�AT #4. • .. • MIAMI, FL. 33168 • '66 • TEL (305) 640 -9857 FAX. (305) 593 -2074 20.5 44.0 31.7 64.3 112.4 150.0 150.0 - - - - 29.0 46.1 414.11° •lit. •tra • •61'.5 •' 83.3 75.0 68.2 62.5 150.0 143.0 130.0 119.2 128.8 115.8 105.3 96.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 - 39.1 28.2 57.1 99.9 150.0 150.0 - - - - 25.7 40.9 - 35.2 25.3 51.4 89.9 140.7 150.0 - - - - 23.2 36.8 - 32.0 23.0 48.7 81.7 127.9 150.0 - - - - 21.1 33.5 - 29.3 21.1 42.8 74.9 117.3 150.0 - - - - - 30.7 058■4 • . 19 -1/8" 28 -1/2' 30' 37" 42' 48" 54' 60' 66" 72 58" 150.0 112.9 99.7 80.9 71.2 82.3 55.4 49.9 45.3 41.5 150.0 150.0 150.0 150.0 150.0 133.6 118.8 106.9 97.2 89.1 150.0 150.0 150.0 124.9 110.0 98.2 85.5 770 70.0 64.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.0 130.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30" 37' 42' 48" 54' 60' 66" 72" 96' 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1/8' 28 -1/2" 30' 37" 42 48" 54" 80" 66' 72' 144' - 21.9 - 32.0 58.0 89.0 4150.0 24.9 53.4 38.4 78.0 136.4 150.0 150.0 - - - 23.1 40.4 84.3 3184)'. 22.0 47.2 34.0 68.9 120.5 150.0 150.0 - - - 20.4 35.7 58.8 181.3 f - 38.2 27.5 55.9 97.7 150.0 150.0 - - - - 28.9 46.0 84.5 - 33.7 24.3 492 86.0 136.8 150.0 - - - - 25.5 40.5 74.5 - 295 21.2 43.1 75.3 119.7 150.0 - - - - 22.3 35.5 65.2 - 25.2 - 38.3 68.9 106.4 150.0 - - - - - 31.5 57.9 - 23.8 - 34.4 60.2 95.8 150.0 - - - - - 28.4 52.1 - 21.4 - 31.3 54.8 87.1 150.0 - - - - 25.8 47.4 - - - 28.7 50.2 79.8 148.8 - - - - - 23.6 43.4 19 -1/8' 26 -1/2' 30" 37" 42" 48' 54" 60' 68" 72" 83' 122.1 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30' 37" 42' 48" 54" 60" 88' 72' 108' 24.2 51.9 37.4 75.9 132.7 150.0 1500 ARCHES TO BE INSCRIBED HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE 1 �' c04 ! y z m o v 88.1 150.0 136.0 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 95.8 150.0 150.0 77.8 150.0 120.2 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 134.5 150.0 - 28.9 - 39.2 68.8 109.1 150.0 a _ �, % GLAZING '��. PRODUCT �`.•� $ 63.1 135.3 97.4 150.0 150.0 150.0 150.0 GLAZiNG PRODUCT VERTICAL d 55.8 119.2 85.8 150.0 1 50.0 150.0 150.0 - 23.7 - 34.6 60.4 96.1 150.0 48.8 104.3 75.1 150.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 84.1 150.0 ..--- MULLION PRODUCT PRODUCT PRODUCT 43.2 92.7 68.8 135.4 150.0 150.0 150.0 - - - 26.9 47.0 74.7 137.3 38.9 83.4 60.1 121.9 150.0 150.0 150.0* - - - 24.2 42.3 67.3 123.6 35.4 75 6 54.6 110.8 150.0 150.0 150.0 - - - - - - 22.0 20.2 38 5 35.3 61 2 55.1 112.3s 103.0 a 32.4 69.5 50.1 101.6 150.0 150.0 150.0 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: MUWON SPAN w1 W2 8 i MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ^ : a ^ ^^ 0 I v li (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL M LLION ARRANGEMENTS Engr: DR. HUSfRUCTURE.4 AROOQ FLA. PE i 16557 CAN. 1538 Approved r complyksidth titre '� Date • 'yr • F1111,11 A Qivislon B I • w1 + W2 WIDTH (W) a 2 ...t,NOAN AUG 1 0 2004 drawing no. M04 -04 MULLIONS (sheet 3 of 8 • • • • • 0000 • • • • • • • (sheet 4of 8) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/6' 28 -1/2' 30' 37' 42' 48" 54' 60' 68' 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 110.4 145.0 150.0 150.0 150.0 97.6 128.1 150.0 150.0 150.0 79.1 103.9 150.0 150.0 150.0 89.7 91.5 139.4 150.0 150.0 61.0 80.1 122.0 150.0 150.0 54.2 71.2 108.4 150.0 150.0 48.8 64.0 97.8 150.0 150.0 44.3 58.2 88.7 140.1 150.0 40.7 53.4 81.3 128.4 150.0 19 -1/8' 26 -1/2' 30' 37' 42' 48" 54' 60' 86" 72' 50 -5/8" 116.0 150.0 - 150.0 150.0 150.0 83.7 109.9 150.0 150.0 150.0 74.0 97.1 147.9 150.0 150.0 80.0 78.7 119.9 150.0 150.0 52.8 89.4 105.7 150.0 150.0 48.2 80.7 92.4 146.0 150.0 41.1 53.9 82.2 129.8 150.0 37.0 48.5 74.0 116.8 150.0 33.6 44.1 67.2 106.2 150.0 30.8 40.5 61.8 97.3 150.0 19-1/8' 26 -1/2' 30" 37' 42' 48' 54' 60" 68" 72' 96' 101.3 132.9 150.0 150.0 150.0 73.1 95.9 146.2 150.0 150.0 84.6 84.7 129.1 150.0 150.0 52.3 88.7 104.7 150.0 150.0 27.9 .48.1 80.5 92.2 145.7 150.0 S8" 40.3 53.0 80.7 127.4 150.0 43.3 35.9 47.1 71.7 113.3 150.0 81.8 32.3 42.4 84.8 102.0 130.0 112.0 29.3 38.5 58.7 92.7 150.0 19 -1/8' 26 -1/2" 30" 37' 42' 48' 54' e8' 86' 72" 28.9 35.3 53.8 85.0 150.0 19 -1 /8" 26 -1/2" 30' 37' 42" 48' 54' 80' 88' 72' 93.2 122.4 150.0 150.0 150.0 87.3 88.3 134.6 150.0 150.0 59.4 78.0 118.9 150.0 150.0 48.2 63.3 98.4 150.0 150.0 108" 42.4 55.7 84.9 134.1 150.0 63' 37.1 48.8 74.3 117.3 150.0 33.0 43.3 66.0 104.3 150.0 29.7 39.0 59.4 93.9 150.0 27.0 35.5 54.0 85.3 150.0 24.8 32.5 49.5 78.2 150.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/8' 28 -1/2" 30' 37' 42' 48' 54' 60' 66' 72' 74-1 /4' 79.1 103.8 150.0 150.0 150.0 57.1 74.9 114.2 150.0 150.0 50.4 86.2 100.8 150.0 150.0 40.9 53.7 81.8 129.2 150.0 36.0 47.3 72.0 113.8 150.0 31.5 41.4 63.0 99.8 150.0 28.0 36.8 56.0 88.5 150.0 25.2 33.1 50.4 79.8 150.0 22.9 30.1 45.8 72.4 144.8 21.0 27.6 42.0 66.4 132.7 19 -1/8' 26 -1/2" 30' 37' 42' 48' 54' 60' 66" 72' 84' 69.9 91.8 139.8 150.0 150.0 50.5 86.2 100.9 150.0 150.0 44.8 58.5 89.1 140.8 150.0 36.1 47.4 72.3 114.2 150.0 31.8 41.8 63.7 100.6 150.0 27.9 38.8 55.7 88.0 150.0 24.8 32.5 49.5 - 78.2 150.0 22.3 29.3 44.8 70.4 140.8 20.3 26.8 40.5 64.0 128.0 - 24.4 37.1 58.7 117.3 19 -1/8' 28 -1/2" 30" 37' 42' 48' 54' 60' 66" 72' 96' 61.2 80.3 122.4 150.0 150.0 44.2 58.0 88.3 139.5 150.0 38.0 51.2 78.0 123.2 150.0 31.6 41.5 63.2 99.9 150.0 27.9 35.6 55.7 88.0 150.0 24.4 32.0 4.8.8 77.0 150.0 21.7 28.4 43.3 88.4 138.9 - 25.8 39.0 81.8 123.2 - 23.3 35.5 58.0 112.0 - 21.3 32.5 51.3 102.7 19 -1/8' 26 -1/2" 30" 37' 42' 48' 54' e8' 86' 72" 54.4 71.4 108.8 150.0 150.0 39.2 51.5 78.5 124.0 150.0 34.7 45.5 69.3 109.5 150.0 28.1 38.9 56.2 88.8 150.0 24.8 32.5 49.5 78.2 150.0 108" 21.7 28.4 43.3 88.4 138.9 - 25.3 38.5 80.8 121.7 - 22.8 34.7 54.8 109.5 - 20.7 31.5 49.8 99.6 - - 28.9 45.8 91.3 ALL LOADS ARE EXT.( +) /1NT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/8' 26-1/2* 30" 37' 42' 48" 54' 60' 66' .. 72' 120' 48.9 84.3 97.9 150.0 150.0 35.3 46.4 70.6 111.6 150.0 31.2 41.0 62.4 98.6 150.0 25.3 33.2 50.6 79.9 150.0 22.3 29.3 44.6 70.4 140.8 - 25.6 39.0 61.6 123.2 - 22.8 34.7 54.8 109.5 - 20.5 31.2 49.3 98.6 - - 28.4 44.8 89.6 - - 28.0 41.1 82.1 19 -1/8' 28 -1/2' 30' 37 " 42' 48" 54' 60" 66' 72' 132' 44.5 58.4 89.0 140.5 150.0 32.1 42.2 64.2 101.4 150.0 28.4 37.2 56.7 89.6 150.0 23.0 30.2 48.0 72.8 145.3 20.3 26.6 40.5 64.0 128.0 - 23.3 35.5 56.0 112.0 - 20.7 31.5 49.8 99.6 - - 28.4 44.8 89.6 - - 25.8 40.7 81.5 - - 23.8 37.3 74.7 19 -1/8" 26-1/2* 30" 37' 42' 48' 54' 80' 66' 72" 144" 40.8 53.5 81.8 128.8 150.0 29.4 38.8 58.9 93.0 150.0 28.0 34.1 52.0 82.1 150.0 21.1 27.7 42.2 86.8 1332 - 24.4 37.1 58.7 117.3 - 21.3 32.5 51.3 102.7 - - 28.9 45.8 91.3 - - 28.0 41.1 82.1 - - 23.0 37.3 74.7 - - 21.7 34.2 88.4 ANCHORS A,B.C,D OR E GLAZING PRODUCT MU�WOI�d GLAZING PRODUCT 1 W1 ANcHoRS A.B.C,D OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) - WI + W2 2 ANCHORS TYPE A.B.C.D OR E HORIZONTAL MUWON • • • • • •• • • •••• • • •• •. • • • • • • • • • • •• • ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE /7 PRODUCT �'"� 4`k■ a i GLAZING PRODUCT AIL ANCHOR #1 GLAZING PRODUCT A. ANCHORS E MUWON SPAN OR. HUMAYOUN FAR000 STRUCTURES FLA. PE if 18557 CAN. 3538 AUG 1 0 2004 Approved as Cp °@lying with the Florida Cade Dote C drawing no. M04 -04 • • • • • ••'•• • • •••• • • • • • (sheet 5 of 8 ) 1-1/2" MIN. EDGE DIST. i. ' ..• ... • • • . : • . ' • 1/4" TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) • 1" MIN. EDGE DIST. 1/4' TAPCONS 1 -1/4' MIN. EMBED INTO MASONRY 1 PER ANGLE 1BY OR 2BY WOOD BUCK 1/4' TAPCONS 1 -3/8' MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) STRUCTURE ALTERNATE ANCHOR LOCATION Lida 'ir 11i ne�■�eei FLOATING CUP #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE f ��r It � ,I JIt 1/4" TAPCONS 1 -3/8' MIN. WOOD PENETRATION 1 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE FLOATING CLIP #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE ANCHORS TYPE 'A' : 2 X 2 X 1/81 ALUM ANGLE 1 -1/2' MIN. 1/4" TAPCONS 1 -1/4' MIN. EMBED INTO MASONRY 2 1 /4w 4 PER CUP (2 ON EACH WING) MIN. 1/e TAPCONS 1 -1/4' MIN. EMBED INTO MASONRY 2 PER ANGLE • • 1' MIN. 1' MIN. EDGE DIST. 1 BY WOOD BUCK 1/4' TAPCONS 1 -3/B" MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) r 11071Wrill ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 2 BY WOOD BUCK FLOATING CUP #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 1/4" TAPCONS 1 -3/8' MIN. WOOD PENETRATION 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE • • • • • •• • • •••• • • • • •• •• • • • • FLOATING CUP #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE ANCHORS TYPE 'C' Ergr. DR. HUPMYOUN AIiOOQ STRUCTURES FLA. PE 1.1.8537 C.A.N. 35.3.8 AUG 1 0 2004 2 X 2 X 1/8' ALUM ANGLE Approved as come the M Al'J • elTelltrAlt 00 1 zo N� (, g N rd 8 cc 043. u- U 3 Z '•" $ Cd VI tel mul 48v 0 • • • f r • • N i yr "1:1 • 4-• B, r am I 2Mg V1 cc9 LJ ALUMINUM om i 04 1 1 n drawing no. M04 -04 .• • O •••f • • •••• • •• • 1 -1/2" MIN. EDGE DIST. 3/4" MIN. EDGE . QIST • 3/16" TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 3/4" MIN. EDGE DIST. milrirplem 1 BY WOOD BUCK 1 -3/8" 2 PER SHIM 3/16" MAX. • FLOATING CUP 3/15" TAPCONS MIN. WOOD PENETRATION CUP (1 ON EACH WING �0111 J ,Id 2 BY WOOD BUCK M ••. • = MO' M.L 0"MAMENj LON; 3/16" TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) FLOATING CUP • ANCHORS TYPE 'B' 3/18" TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 2 PER ANGLE 1110 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 3/18" TAPCONS 1 -3/8" MIN. WOOD PENETRATION 2 PER ANGLE 17 ••. ,ni 2 X 2 X 1/8' ALUM ANGLE rIMITE s/ 2 BY WOOD BUCK 2 X 2 X 1/8" ALUM ANGLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. #14 SMS 2 PER ANGLE • ; A 3/18" TAPCONS 1 -1/4" MM. EMBED INTO MASONRY 1 PER ANGLE DR. HUMAYOUN FARM STRUCTURES FLA. PE #_10557 C.A.N. 35M AUG 1 0 2004 Appnowd •• • • • •• • • •••• • • •••• • • •• •• • • • • • • • • •� • •• • sompilykeldtbdia 2 O° M F. Oa a4 �U r` PI o► g O ° CC C4 W1 .q841-)t OLI • . • ^ • qq � • • iV as QI`• s • • l 1 •• 1 2 nM z Z3 3 it J ♦A Of N 3t W 0 1D !'y 0 z 0 C 1 1 • • • • • •••• • • •••• drawing no. M04 -04 (heet6of 8 .) • •• • 2 -1/2' MIN. rEDGE DIST. 1/4" TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 1/4' TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 1 PER ANGLE 1/4" TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1/4" TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 2 PER ANGLE 1rl,l - FLOATING CUP • 2 X 2 X 1/8' ALUM ANGLE -114 SMS 2" O.C. MIN. 2 PER ANGLE #14 SMS 4 PER ANGLE • • • • .• • • • • •••• • • •• •• • • • • ••• • • 1/4' TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'D' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. • TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AUCIW- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYI.ATE LACQUER. ANCHORS TYPE 'E' LOCATION OF SCREWS CONNECTING ANGLES TO TUBES z 1 O t; • a a� QE cr! w z.-f; itif 0 a 2 ••• • +, e • Ul' 1 2o ..• • L W • • •, I F D: • Z3 Q VAN 0 2 0 S a 1 • • 1 9 4i 1 t � drawing no. M04 -04 (sheet 7 of 8 .• u ••••• • • •.•• • • •••• • •• • TUBE MUWON TUBE MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULJC JOINT AFTER ASSEMBLY • • •• •• • • • • • •••• • • i••• 1••••i• • • ••• • Fp ••• • • •�/ e. •••• •• N••• v • i • r • • •/••∎ 1•••• 1•• • • ••••• • N y 0 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 413 . ANCHORS DETAIL #1 0 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'D' TO VERIFY CAPACITY OF CONNECTION 0 4 AUG 1 0 2004 L � drawing no. M04 -04 (sheet $ of 8 )