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WS-09-2112
M CVED � Q � � DECr 2 2009 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Owner's Name (Fee Simple Titleholder) 6 !2't"En) (. r%,Ay,/ Phone # 6� _ �, a S/70 Owner's Address (3 it*C (d 1 5 V1i( - City N't //k''r'' 1 5140(14-5 State Tenant/Lessee Name Email Job Address (where the work is being done) 1. (3 1'v C: / 0 t 5 .A-3-y City Miami Shores Villa a County Miami -Dade FOLIO / PARCEL # l t — 3.1-d 6 — t 7 t 1 ) 1 6 1 / r ) Is Building Historically Designated YES NO Flood Zone rfF op 1'1 u c li ow > 525- "-1 -`7 Phone # ' DC — _ • ' R q Contractor's Company Name Contractor's Address Pe City l G V LO _ to Stat t — l Qualifier Name IC._ f—, �-C 5 (�� State Certificate or Registration No. C Cy ® 6) b 56, c i Contact Phone 3 og`S? S 14 I eer's Name (if applicable) { A AywL A, C PA L.A. Phone # Value of Work For this Permit $ 2. e O G ° Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration ['New 0 Re air/Re lace ( p p ❑Demolition Describe Work: 20 C/.l,515 wt 6.,(4" 4 V eon- S 1� / X .g.c. 4 L-4 S E -mail Permit No. SOS — 1 Master Permit No. Zip '33t 3 4 Phone # Zip Phone # Certificate of Competency No. Zip - K'S t' t Z € . ' � . 7 q 1(‘iC20(1\ ********** * * * * * * ** * * ** * ** * ** * **,** * * * * * *F *,************ * ** * ** * * * * * * ** * * * *** ** * * * * * ** ** Q�`d° Submittal Fee $ •06 Permit Fee $ G/G /�9" CCF $ t( CO /CC $ l/ Notary $ Training/Education Fee $ 5• (Q(7 Technology Fee $ aa. r/ J' n Scanning $ 1 N 6- l ! Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 40a• tee. GfPB cypruvu;l na1/41-vealik4 fa tasUc A .r /r/ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State LAAZ Mortgage Lender's Name (if applicable) W C0 Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature 'V Signa (wvner or Agent The foregoing instrument was ac -, owledged before day of ,20 by �$ �()�U'� Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Contractor 024 The foregoing instrument was acknowledged before me this day of / ' c , 200q, by who is p; rsonally known to me or who has produced �L who is personally known to me or has produced a " 1 r � + 1. i de ntification and who did take an oa Q, as identification and who did take an oath. NOTARYYUBLIC: Sign: Print: My Commission Exp'ir'ds G ov �• \ A SON 18 ,20 • e seep O ************************,********** ******************************************* * * * *** *** ** * * * * * * * ** * *** * * * ** ** APPROVED BY i 2'24Vaians Examiner Zoning Engineer Clerk checked Permit No:' ©9 2 /!.l Job Name , 2OC vo Norman Bruhn CBO 305 - 795 -2204 Building Cr" e."...2 e e2,1,0t- ows M iami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ique Sheet 1-t Z 'GO Q MAX k)(610 c(g Goog of two SID P Avv Plan review is not complete, when all items abov are corrected, we will do a complete plan review. If any sheets are voided, remove them from the pans and replace with new revised sheets and include one set of voided sheets in the re- submitt I drawings. Permit No:.®- D9- 2 //d Job Name , /— /? —ta Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Building Crjtique Sheet _T%Ze. O.Le‘iza_.0_, za.4 A <le„, M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 RECEIPT PERMIT #: C �■.,2 Vo1 DATE: jvi :FO'C57 1, Apt/ ❑ Contractor ❑ Owner Architect Picked up 2 sets of plans and (other) A. t -41 Address: From the building department on this date in order to have corrections done to plans And /or get Cou Shores Ack lage Building Depa wledged b : amps. I un PERMIT CLERK INITIAL: 19 let — RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 erstand that the plans need to be brought back to Miami �► to continue • - fitting • rocess. EX Wind Pressure Calculator ENTER 4i3, Double Click or Drag: Building M 146 MPH ean Roof Height ! 18.60 ft. Ab, <Enter Notes Here> ENGINEERING L XRRE SS 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE(954) 354-0660 FAX:(954) 354-0443 ASCE 7-05 Cam onent & Claddin Pressure Calculator Date: January 7, 2010 COrltraCtOr: Mark A. Campbell Architects Project Info: Res. 113 N.E. 101 Street., Miami Shores, FL 33138 Presets 114g. C ateqgyj4 Bido. Classification: E omsiJ re: e Roof Type: e Gable Pnnt5I 18.5 Deg Job #: 09-MAC-0003 Enter Minimum Bldg Dimension: 78.00 ft. Peak Wind Velocity (3 Sec. Gust): (9 Enclosed R plrpetinnality Factnr 0.85 1;1$ f 1.00 - 01 Hover HELP: (tij qh =41.20 psf Kh 0.89 Kzt = 1.00 I = 1.00 Gcpi (+/-) = 0.18 Page 1 of 1 Local (Save/Load) EX Office (7;;IL;37:6) US Contour Map: FL Contour Map:10 0 Multiple Opening 0 Single Opening Opening Description Width Door 1 French Door 35.0e- Door 2 French Door 37.00" 86.00" 7[4 F -50.23 psf 46.11 psf Door 3 French Door Window A Casement Window B Fixed Window C Fixed 34.00" Window 0 Fixed 38.00" Window E Casement Window F Fixed Window H Fixed 39.00" 100.00" 33.00" 19.12" 80.25" 82.00" 63.00" i 39.00" 77.00" Height Zonee Neg PressureePos Pressure 80.00" 1010 -50.63 psf 46.51 psf 82.00" [ 4 F1 -47.24 psf 43.12 psf 94.00" ICIIM -50.21 psf 46.10 psf 58.00" ( -" I 4 51.39 psf , F 47.27 psf 50.62" Eit .--- -52.73 psf 48.61 psf 4 ( [*] 4 -50.74 psf 46.62 psf -61.72 psf 46.93 psf -50.28 psf 46.16 psf -50.41 psf 46.29 psf Valid Only with Raised Frank L. Bennardo, P. . PE FL46549ICert Auth 9885 AI - 1-r Seal NOTES: Design is in accordance WittrUS the 2007 Florida Building ) Code. Results are not valid fr.ue aI.prcie1viI.oriqinaI signature and Janu raised engineer seal of a PE:f retaL,t;g . Results are based on contractor-supplied data andsinalfge field e3.14 birNathers prior to use. Selection & installation of AfiduEfsl beapigro these dimensions and pressures as verified by others. • ••• www.engexp.com • • • • • • • ctiTtrillit zoo d • • • • • • • • • • • • • •. •. •. •. • • • • • • • • • • • • • 1•• 0 • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • •1 • • • • • •. .• •.. • • • ... . • http://www.engexp.comicalculators/asce705cc.cfm EtR4 ING 9 AM v1.4 08/14/09 E C n D JAN 1 Page of 2. 1/7/2010 EX Wind Pressure Calculator ENGINEERING EXPRESS' ASCE 7 -05 Component & Cladding Pressure Calculator S Date: January 7, 2010 Job It: 09- MAC -0003 - 01 Hover HELPIEJ Contractor: Mark A. Campbell Architects Project Info :Green Res. 113 H.E. 101 Street., Miami Shores, FL 33138 ENTER Building Mean Roof Height '18.60 ft. Bide. Categoor. II meosure: Roof 7J,O: Gable Raaf 51 og 18.5 Deg Opening Description Width a Height Zone@ Neg PressureePos Pressure 35.00" ` 17.50" f 4 -52.73 psf 48.61 psf 26.50" 50.62" t -52.73 psf 48.61 psf Window G Fixed Window] Fixed Window K Casement Window A Casement 39.00" 36.00" 36.00" ` 4 63.00" F EDE Y -52.73 psf 46.61 psf -51.05 psf 46.93 psf <Enter Notes Here> www.engexp :CO m 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 -0660 FAX :(954) 354 -0443 Double Click or Drag: Enter Minimum Bldg Dimension:, ft. 146 MPH Peak Wind Velacity_(3 See. Gust): 14 us contour Map: Presets �,, a i i rrI r rrr 'rrt r rri' =r'7° �' � FL Contour Map: 0 Bldg. Classification: [ 0 1.00 ra Fet..tar K& e 0.85 NOTES: Design is in accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid e 1viii signature and raised engineer seal of a PE;from E4griv:arDiditpCeslp. Results are based an contractor- supplied data and taali'ire Velld:iellIftettbyelhers prior to use. Selection & installation of p4aduei short be' apprat*ed•using the dimensions and pressures as verified by Others. qh =41.20 psf Kh=0.$9 Kzt =1.00 1 = 1.00 Gcpi ( + / -) = 0.15 Enter Mode: Multiple Opening 0; Single Opening ••• .•• allfriher 2009 ? ENGINEERING £.j 9: AM • • • • • • • • 4 EXPRESS • • • • • • • • • • • • •• •• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• .. ••• • • • ••• • • http://www.engexp.comkalculators/asce705_cc.cfrn Local Save /Lead EX Office (Save/Loa) Valid Only with Raised Engineer Seal Page 2 of 2 Page 1 of 1 ]anua Frank L. Bennardo, P.E� PE FL465491Cert Auth 9665 v1.4 08/14/09 1/7/2010 EX Wind Pressure Calculator A ENGINEERING EXRRESS 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 FAX:(954) 354-0443 Local Same/Lead EX Office 4io rtvit AS CE 7-05 Component & Cladding Pressure Calculatr Date: December 21, 2009 Job #: i09-MAC-0003:02 - 10. 1 Hover HELP e Contractor: Mark A. Campbell, Architect Project Info:1 Res. 113 N.E. 101 Street, Miami Shores, FL 33138 ENTER 0 Double Click or Drag: Building 146 MPH Mean Reef Height Presets Bid .■tint_a o Wu :0 Exu esu re: Roof Tvm G able t goof glow, 0 10.0 Deg v,:anar.antlexplorst e ' •• :copyright 200 • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 555 • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • ••• • • http://www.engexp.com/calculators/asce705_cc.cfin Enter Minimum Bldg Dimension: 78.00 ft. Peak Wind Velocity (3 Sec. Gust) Bid . Classification: Opening Description Width 0 Height Door 1 French Door 2.92" 6.80" 7.06" Doer 2 French Door 3.08" Door 3 French Door 2.75" 7.00" Window A Casement 3.25" 5.25" Window B Fixed 8.34" 6.83" Window C Fixed 2.83" 7.84" W indow D Fixed 3.16" 4.83" Window E Casement 1.58" 4.25" Window F Fixed .3.59 3.25" , p W indowH Fixed v;g r. V 6.41" WA <Enter Notes Here I K14:q '4, t J; NOTES: Design is in accords 5 end the 2007 Code. RatilletIrCro:nit iptljd :0 u niess ep preved via original raised efhalnege I:molest a:Pgjearb,Engineering Express. Results ar contracter %II Ihril field verified by others prior Selection a installation of products shall be approved using these and pressures as verified by others. Zone e Neg Pr Singi Surat) psi 0 psf . 3 prif 44 . 20 ire; 4. psi 0.20 psfi 4 49 psf -48.20 psf 44.49 psf 8.20 p at 4.49 pat surdN sf 44.49 .51 .20 p 44.49 psf EnCIOSed DIrfictIonalltv FectoriLd:. 0.135 3 1.00 ENCSINE EXPA-E qh = 41.20 psf Kh =0.89 Kzt = 1.00 I = 1.00 Gcpi (+/-) = 0.18 Ent 14 3 Multiple Opening Building turn and d on use. mensions US Contour Map: FL Contour Map: Page I of Page 1 of 1 nirtg Decem Frank L Bermarde, P. . PE FL45549I Cart Auth 9885 NC f 10:18 AM v1.4 08/14109 12/21/2009 EX Wind Pressure Calculator D 18.60 ft. <Enter Haim Here> ENGINEERING EXPRESS' 140 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 FAX:(954) 354-0443 ASCE 7-05 Component & Cladding Pressure Calculator Date: December 21, 2009 Job #: 09-MAC-0003:02 Contractor: Mark A. Campbell, Architect Project Info: Green Res. 113 N.E. 101 Street, Miami Shores, FL 33138 ENTER e Double Click or Drag: Building Mean Roof Height 146 MPH Presets ik91 Biclq.Category 1c inure: E. 1=r Roof Tymi Gable Directionality Factor Kels 19 0.85 " 1.00 Roof 51pp e 10.0 Deg • • WV W. wvtlirelgtxri.cagf •• • •• Cppyright 2009 • • • • • • • • • • •• • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Enter Minimum Bldg Dimension: 78.00 ft. Peak Wind Velocity (3 Sec. Gust): Ei f 1- 1 111-1- Bldg. Classification: L_____3 Enclosed -* e Opening Description Window G Fixed Window 3 Fixed Width 2.95" 2.25" Height Zona 0 Meg PressureePos Pressure 1.41" 4 - 1 , 79 -48.20 psf 44.49 psf 4.25" [F9 psf 44.49 psf • NOTES: De ig a 7-05 and the 2007 Florida Bui Code. Rep Its a rg &if:v/144r gsg unless approved via original signature and raised engit g F LE trn Eftpineering Express. Results are based on contractoresupplied data en &shall/ be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressure su re: as verjflegi by oth 111 http://www.engexp.com/calculators/asce705_cc.cfm yr I■ini - 01 Hover HELP: qh = 41.20 psf Kh = 0.89 Kzt = 1.00 I = 1.00 Gcp1 (+/-) = 0.18 ng ENGINEERIN121 EXP,RESS Page 1 of 1 Local (Save/Load') EX Office sa vericoo US Contour Map: FL Contour Map: @ el Multiple Opening C. Single Opening Valid Only with Raised Engineer Seal Frank L Benn PE FL465491Cert Auth 91385 Page of _,,Z- -- 10:19 AM v1.4 OB/14/09 12/21/2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 • ••• • • .•• • • • • • • • . . .•• . • • • •. 1 NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Rov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of sue he ; 'pdthe AHJ may immediately revoke, modify, or suspend the use of such product or material wi ti ORA reserves the right to revoke this acceptance, if it is determined by Miami -Da ntrol Division that this product or material fails to meet the requirements of the appli This product is approved as described herein, and has been designed to comp Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5000 Outswing Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. W08 - 08, titled "S -5000 Alum. Ou ent'i bv. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, with revision A dated 02/18/09, prepared by AL- arooq 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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "Miami Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy. o of this entire NOA shall be provided to the user by the manufacturer or its distriotuoiY.at?d tad tie p'vil$ble for inspection at the job site at the request of the Building Official. Thia DfOA.$eieses if CLAN 08 and consists of this page 1 and evidence page E -1, as well as approval doc i%nt mentitlhed'above. • The submitted documentation was reviewed by Carlos M. Utrera, P.E. ... ••. • • _ • . • • • • . • •• • NOA No. 09-0226.01 Expiration Dater Apr1l 3, 2013 Approval Date: April 15, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, with revision A dated 02/18/09, prepared by A1Farooq 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 series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. "Submitted under NOA # 08 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, pr epared by Al Farooq Corporation, dated 02/17 /09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 2. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08 0204.05" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated February 19, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER • • 1 • • . W otie? of ceptance No. 08- 0204.05, issued to ES Windows LLC, approved on 04/03/08 and • • • �e; pri4g'Ad04/03 /13. t/ i • • • 00 /0 • los M. U rrf era, P.E. • • • • • • • .. • • • • • • Product Control Examiner • • • • NOA No. 09- 0226.01 ;' • • : • • • • • • • • • : • • • • Expiration Dat April 3, 2013 •• • • • • • • • Approval Date: April 15, 2009 • • • • • •• • • • • • • • • ••• • • • • • • • • • •• • 0 • • • • ••• • • • • • • • • • •• •• • • E -1 4 i�.aa- • II © 11 I I / \ I II / \ I I II I / II / \ / II }}.. JI / I I ❑ \ / \ / p-- SEINVP .0 I %1111 .L� WININDi NEW 61 1/4 U 'WO 'T0 30 5/8' 30 5/8' 7181 .0 /l C D.L. OPG 35 7/8' Di. OPG 35 7/8' VENT WIDTH VENT WIDTH 74' 1 SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING &IT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. m 37 WINDOW WIDTH SINGI F VENT WDW I/8• NEAT STREW() GLASS .090" ENTERtAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREW() CLASS GLAZING DETAIL SWCONE DOW CORNING 795 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 AJE APPLIED J 3" FALSE lAl DUAL VENT WDW MAXIMUM DESIGN LOAD RATING = + 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) • - 85,0 PSF • • • THESE WINDOWS ARE RATED SHUTTERS ARE NOT REQUIRE Env: OR. HUMATO.N MOo STRUCTURES RA PE 1 7 CAN. MS FEB 1 9 2009 • • • •••••• • 0 00000 •••• FOR LARGE D. •••••• • P ItT R6VIS orqtylimmillallellrlb ._- lhlrIk7i Db: • s • • : 11 • d(pwinge ono. VOQB -.C$ sheet 1 of 5 ) •••••• • •• •••••• • • •••••• • • ••••• • • ••••• •••••• • • • 00000 • • •••••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING Lip CD oc ♦ i e 4 N. 12 1BY WOOD BUCK • 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANA SEE ELEV. FOR SPACING METAL STRUCTURE CAM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IINO -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 7BY D STRUCTURE 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" TAPCON$ 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 614 SMS OR SELF DRILLIN SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIC.AI EDGE DISTANCE INTO CONCRETE AND MASONRY • 2 -1/2 MIN. INTO WOOD STRUCTURE 3/4" MIN. INTO METAL STRUCTURE 3/4" MIN. Engr. DR. HKAHA r STRUCTURES FLA FE if 16537 CAN. 338 •I • • SEALANTS; • • • ALL FRAME AND VENT CORNERS AND INSTALLATION Sdi!WS • SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. • • • • . • • 00000 . • • • ••• 00000 • • Z A Q 1 8 � o :4 IMO • r v •• • • I ! dro•in% o no. 1N08 sheet 2 of 5 00000 • • • 00000 • • •.•••• • • .•..• • • .••.• ...•.. • • 00000 • • •.•••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /s' SHIM SINGLE VENT WINDOWS DUAL VENT WINDOWS 1/4' NAIL v Winn. HUHAYOUN FARINA STRUCTURES RA PE 1 16557 CAN. 3538 FEB 1 9 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • Z 4 1E 0 g11 u drawing no. i• (sheet 3 of 5 ) • • 000000 • • ••••• • •••• 00000 • • • •••••• • • •••••• • • ITEM PART 8 QUANTITY DESCRIPTION MATERIAL NAND. /SUPPIIER/RENAEKS 1 ESS001 -5 1 FRAME HEAD 8083-18 - 2 E55001 -8 1 FRAME SILL 8083 -T8 - 3 E55001 -3 1/ VENT FRAME JANE -HINGE 510E 8083 -18 - 4 E55001 -4 I/ VENT FRAME JAMB -LATCH 510E 8083 -18 - 5 ES5002 -1 I/ VENT VENT TOP RAIL 8083 -T8 - 8 E55002 -2 I/ VENT VENT 8017011 RAIL 8083-78 - 7 ESS002 -3 1/ VENT VENT SIDE RAIL -NICE SONS 8083 -18 - 8 ES5002 -4 1/ VENT VENT SEM RAIL -LATCH 510E 8083 -58 - 9 ES5004 -1 2/ VENT SNUBBERS. 2 -1/2' LONG (AT 11 -1/2' & 52' FROM BOTTOM) 8063 -T8 - 10 ES1008 -4 AS REGD. GLAZING BEAD 8083 -18 - 11 ES1010 AS REM. GLAZING WEOCE SOFT PVC - 12 - AS REDO. FRAME & VENT ASSEMBLY SCREWS - 810 X 1 -1/2' PH 5115 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - 88 X 1/2' PH 5AS 14 ESS008 AS REGD. OUTER WEATHERSTRIPPING NEOPRENE - 15 ESS0058 AS REGD. INNER WEATHERSTRIPPING NEOPRENE - 18 P4540 -SS AS RECD. CORNER LOCK - SULLIVAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES -HEAVY DULY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - 810 X 1/2' PH SAS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 810 X 1/2' PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8 -1/2' FROM EN05) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - 810-24 X 3/8" PH SUS 21 30175 1/ OPER. 13 -3/4' LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MARINO SCREWS - 810 X 3/8' PM SS SIAS 23 - I/ VENT IOCK10 NAME - S1IWVAN at ASSOC. 24 - 2/ VENT LOCKING CAI (AT 11 -1/2' & 50 -1/2' FROM BOTTOM) - co oral & assoc. 25 - 2/ LOCK LOCK MOUNTING SCREWS - 8 -32 x 1/2 PH MS 28 E55013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4' x 1/2' ALUM. BAR 27 E55011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 CS -200X- 2/ VENT KEEPERS (Al 12' & 51' FROM BOTTOM) ST STEEL SUUJVAN & ASSOC. 29 - 1 2/ KEEPER KEEPER MOUNTING SCREWS - 810 X 3/8' PH VMS 30 - 1 OPRONAL 5/18' 805 SCREEN - - 31 ES5014 -1 - DRIFT RESTRAIN CLAMP. 8' LONG 8083 -T8 AT 10DSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - 810 X 1/2' PH SUS 33 E35009 2/ VENT ANTI SAG SKATE. 2' LONG NYLON /CELCON 11&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - 88 • 1/2' PHSMS 35 - 2/ ASSY. TANDEM LATCH SPACER - - 38 ES5003 -1 1 OIPOST 8083 -18 37 E55010 AS 1400. IMPOST STIFFENER 8083 -T8 2.125 02 2.125 0000 4.811 3.873 1.188 950 1.188 IMPOST IMPOST STIFFENER 1.098 .125 .188 .803 1 147 - .837 GLAZING BEAD S FA 000 FLA. PE 1 18537 CAM. 3338 FEB 1 9 2009 • • • • • •• • •••••• • •••• • 0 00000 • • •• •• tTi se l �o*i J _lam !Pc f i. .O/ 3 V� 1 U • • • • • • • • • • • ••••• 0000 • • • •••••• • • •••••o drowin% o no. • • V0 21- 8 (shoat 4 0( 5 ) M IMPOST CORNER VENT CORNER FRAME CORNER • • • • • •• • 00000 • •••••• •••• • • •••• 00000 • • t as IN 01 jims A.• —nYa r v/ a 1 1 • • io a 841 a 0 • • 00 • • • • •••• • • • 000000 • • • • • 0000 00000 • • • •.••.• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. o`' uct Control Division (In Miami Dade County) and/or the AHJ (in areas other ''► - e Co reserve the right to have this oduct or material tested for quality assurance =' r u material fails to Pr q h' purpo perform in the accepted manner, the manufacturer will incur the esti and the AHJ may immediately revoke, modify, or suspend the use of such product • s w . iction. BORA reserves the right to revoke this acceptance, if it is determin a a e uct Control Division that this product or material fails to meet the requirem code. This product is approved as described herein, and has been designed' rida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Filed Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, 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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fired 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 distribtitprS and shall be a ,aitibjd for inspection at the job site at the request of the Building Official. This IIOA raisin gnu ;e4 4s NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -2, apptoVaj'ddctxnerat mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • VV vo) cc4.) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.aov/buildinscode NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC •• • • • • •• • • 0000 •• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by A1- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, 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) 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 an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Subm`ed under previous NOA#06- 0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted wader previous NOA #03- 0910.01) 4. 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 a alum. fixed windows • mullet. together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. • • FTL81S 06/09/03, signed & sealed by Joseph Chan, P.E. • • : 4'»' � lte e Ode, previous NOA #03- 0910.01) • ••• • • • • • • •••• • • •• • • • • • • • •• • • • • • ••• • • •�• • • • • • • • • • • • • • ••• • • • • • • •• •• • • ••• • • E -1 Manuel P E. Product Control ef, er NOA No. i 1 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA#03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on � •• ••: L1/.6.0$..:.•• • • ..... •• • • • • ••• • •• ••• •• • • • •• • ••• ••• •.• •• • • • • • • • • ;' • • • • • • • • • •• • • ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • ' • •. •• • • • • • • : • E -2 !fir. Manuel P '.E. � Product Control ", iner NOA No. 1 .-1 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 =MOTT MOON r WIDTH °I warn ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SONAR CAN BE VEfFRED BY thSCRONG PICTURE mow SHAPE WORN SQUARE OR RECTANGLE AS SHOWN IN DOTTED IItlES APO OBrASw4 ALLOWABLE LOADS FROM THE SHAPES. SBRIES -1500 ALUMINUM FIX WINDOW APPROVAL APPLES TO SINGLE wars OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FOXED WITH OTHER MIAMI-DADE COUNTY APPWO WINDOWS USING MIAMI -DIE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WIDOWS OR MUUION APPROVAL WILL APPLY TO ENTIRE SYSTEM, DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2&3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDS CODE 2004/2007 EDIRON INCLUDING H1G1 VELOCITY HURRICANE ZONE OMIZ). WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS, ANCHORS BASEMENT TO 8W MATERIAL SHALL eE 800140 WAIL was= OR STUCCO. ANCHOPoNG OR LOADING COMMONS NOT SHOWN IN THESE DETAINS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IN AU.OWABIE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS IEWDINO OUT NOT LOTTED W SCREWS, THAT COTE INTO 0OP1TACr WON ODER DISMEAR MATERMISS MEET THE 14B2IAREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. D' MAX. FROM ENDS 3 t 1 44 3 /B' 0.1.. OAO. 48' 251002 Muni FVATVJH t2' MA% 111") /50.1. / OM= APPUED) 111E USW THESE VENDORS ARE RATED FOR 1.4825 LARtellaINDAPACT. SHUTTERS ORE NOT REQUIRED. • • • • r d • • • • • • • • • • • • • • • 1/8' ANON. GLASS a9G' 9AERNAYER - 'DUPONT BURx.9E PVB' r1/8' NON. GLASS GLASS TYPE 'A' 3/18' M84. GLASS ' 90FIOAYER - 'OUP019T SONNYCIAR PLI13' [-WIG' ANN. CLASS CLASS TYPE 'C' 3/18' ANN. GLASS - 'DIGIT BUTACRE W9' .090' HOERIMER 3/18' ANN. CLASS r 001/ SIMONE CORNING 798 GLASS TYPE 'H1' GLASS TYPE 'Cr 3/18' HEAT STREAM GLANS INWRIAYEN ' IMONT BULACI E POW NEAT SINEN'O. MASS 'S 5/32' NW STRUM. GLASS �' INTERLNIER DUPONT BUTAQIE PMB' 1-1/4' NEAT SIRFNO. GLASS GLASS TYPE 'C2' UE9fCN LOAD CAPACITY - PEP ANCHOR 28820 6' 8 't." 214008 28860 'e' • 'C' 4269 TYPE CLASS F GIASB 28863 0 TOES m.CIB TIPS 01283 28889 CLASS 28820 WINDOW DIMS. 'A' '8' & '91' 'C', 'Cl A 'Cr 'A' '8' & '81' 'C'. 'Cl A 'G2' WIDTH NOmR Exr.(+) #IT.( - ) extol mu-) Exr.( +) HIT.( -) ago ago 18►1 -) cam INT.(-) Eno) 1Nr4 -) 19 -1/6• 70.0 70.0 70.0 190.0 70.0 80.0 70.0 no 70.0 90.0 70.0 80.0 28-1/2' 70.0 700 700 00.0 70.0 80.0 702 70.0 70.0 80.0 702 802 37' 28' 88.5 863 88.8 88.8 88.8 88.5 70.0 700 70.0 900 700 80.0 48' 880 88.5 886 863 88.5 86.5 70.0 70.0 70.0 10.0 70.0 80.0 3 60 53-1/8' 86.8 68.8 88.5 803 70.0 70.0 70.0 000 70.0 80.0 18 -1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 20-1/2" 05.2 85.2 85.2 85.2 &g2 65.2 70.0 70.0 70.0 W.0 70.0 80.0 37' 38 -3/8' 48.7 467 48.7 48.7 48.7 48.7 55.1 88.1 70.0 90.0 70.0 80.0 45' 45.0 45.0 45.0 45.0 45.0 45.0 80.7 85.7 70.0 904 70.0 80.0 63 -1/8' 45.0 49.0 45.0 40.0 45.0 45.0 88.7 85.7 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 700 70.0 70.0 90.0 70.0 80.0 08.2 83.2 89.2 88.2 892 68.2 70.0 70.0 70.0 90.0 70.0 80.0 80 -3/8' 48.7 48.7 48.7 46.7 48.7 40.7 88.1 68.1 70.0 00.0 m0 80.0 - - 98.0 380 380 38.0 - - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 88.4 85.3 88.4 75.9 10 -1/8' 70.0 70.0 703 90.0 70.0 80.0 70.0 70.0 70.0 800 70.0 600 26 -1/2' 882 15.2 85.2 852 95.2 85.2 70.0 70.0 70.0 90.0 70.0 80.0 37' 58' 48.7 48.7 46.7 48.7 48.7 46.7 061 88.1 70.0 90.0 700 80.0 48' - - 35.0 300 38.0 380 - - 70.0 00.0 70.0 80.0 83 -1/$' - - - - 32.5 32.5 - - - - 03.2 72.3 19 -1/8' 70.0 700 70.0 900 700 65.0 70.0 70.0 90.0 70.0 80.0 26 -1/2' 882 891 8.2 55.2 632 85.2 70.0 700 700 90.0 70.0 80.0 37' - - 46.7 48.7 48.7 46.7 - - 70.0 90.0 70.0 80.0 45' - - - .- 38.0 38.0 - - - - 70.0 80.0 93 -1/8' -. - - - 323 323 - - - - 63.2 723 19 -1/8' 70.0 700 70.0 90.0 70.0 800 70.0 70.0 70.0 900 70.0 80.0 28 -1/2' 65.2 85.2 89.2 65.2 092 691 70.0 70.0 70.0 900 700 00.0 37' 74-1/4' - - 48.7 46.7 48.7 48.7 - - 70.0 90.0 70.0 80.0 48' - - - - 35.0 38.0 - - - - 700 80.0 83 -1 /8' - - - - 32.5 32.5 - - - - 832 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON and E1300 -02/04 (3 SEC. GUSTS). W •5 st • • • ••• • • •• 00 0 9 2000 IrAtiatbo l0. drawing a0. W03 -57 •••••5 • • • 5555•• • • ••.SS• • • •SSSS • • ••5•• •••5•• • • • •••••• • • ••5••• • • 85.5 1/8' ANON. GLASS a9G' 9AERNAYER - 'DUPONT BURx.9E PVB' r1/8' NON. GLASS GLASS TYPE 'A' 3/18' M84. GLASS ' 90FIOAYER - 'OUP019T SONNYCIAR PLI13' [-WIG' ANN. CLASS CLASS TYPE 'C' 3/18' ANN. GLASS - 'DIGIT BUTACRE W9' .090' HOERIMER 3/18' ANN. CLASS r 001/ SIMONE CORNING 798 GLASS TYPE 'H1' GLASS TYPE 'Cr 3/18' HEAT STREAM GLANS INWRIAYEN ' IMONT BULACI E POW NEAT SINEN'O. MASS 'S 5/32' NW STRUM. GLASS �' INTERLNIER DUPONT BUTAQIE PMB' 1-1/4' NEAT SIRFNO. GLASS GLASS TYPE 'C2' UE9fCN LOAD CAPACITY - PEP ANCHOR 28820 6' 8 't." 214008 28860 'e' • 'C' 4269 TYPE CLASS F GIASB 28863 0 TOES m.CIB TIPS 01283 28889 CLASS 28820 WINDOW DIMS. 'A' '8' & '91' 'C', 'Cl A 'Cr 'A' '8' & '81' 'C'. 'Cl A 'G2' WIDTH NOmR Exr.(+) #IT.( - ) extol mu-) Exr.( +) HIT.( -) ago ago 18►1 -) cam INT.(-) Eno) 1Nr4 -) 19 -1/6• 70.0 70.0 70.0 190.0 70.0 80.0 70.0 no 70.0 90.0 70.0 80.0 28-1/2' 70.0 700 700 00.0 70.0 80.0 702 70.0 70.0 80.0 702 802 37' 28' 88.5 863 88.8 88.8 88.8 88.5 70.0 700 70.0 900 700 80.0 48' 880 88.5 886 863 88.5 86.5 70.0 70.0 70.0 10.0 70.0 80.0 3 60 53-1/8' 86.8 68.8 88.5 803 70.0 70.0 70.0 000 70.0 80.0 18 -1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 20-1/2" 05.2 85.2 85.2 85.2 &g2 65.2 70.0 70.0 70.0 W.0 70.0 80.0 37' 38 -3/8' 48.7 467 48.7 48.7 48.7 48.7 55.1 88.1 70.0 90.0 70.0 80.0 45' 45.0 45.0 45.0 45.0 45.0 45.0 80.7 85.7 70.0 904 70.0 80.0 63 -1/8' 45.0 49.0 45.0 40.0 45.0 45.0 88.7 85.7 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 700 70.0 70.0 90.0 70.0 80.0 08.2 83.2 89.2 88.2 892 68.2 70.0 70.0 70.0 90.0 70.0 80.0 80 -3/8' 48.7 48.7 48.7 46.7 48.7 40.7 88.1 68.1 70.0 00.0 m0 80.0 - - 98.0 380 380 38.0 - - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 88.4 85.3 88.4 75.9 10 -1/8' 70.0 70.0 703 90.0 70.0 80.0 70.0 70.0 70.0 800 70.0 600 26 -1/2' 882 15.2 85.2 852 95.2 85.2 70.0 70.0 70.0 90.0 70.0 80.0 37' 58' 48.7 48.7 46.7 48.7 48.7 46.7 061 88.1 70.0 90.0 700 80.0 48' - - 35.0 300 38.0 380 - - 70.0 00.0 70.0 80.0 83 -1/$' - - - - 32.5 32.5 - - - - 03.2 72.3 19 -1/8' 70.0 700 70.0 900 700 65.0 70.0 70.0 90.0 70.0 80.0 26 -1/2' 882 891 8.2 55.2 632 85.2 70.0 700 700 90.0 70.0 80.0 37' - - 46.7 48.7 48.7 46.7 - - 70.0 90.0 70.0 80.0 45' - - - .- 38.0 38.0 - - - - 70.0 80.0 93 -1/8' -. - - - 323 323 - - - - 63.2 723 19 -1/8' 70.0 700 70.0 90.0 70.0 800 70.0 70.0 70.0 900 70.0 80.0 28 -1/2' 65.2 85.2 89.2 65.2 092 691 70.0 70.0 70.0 900 700 00.0 37' 74-1/4' - - 48.7 46.7 48.7 48.7 - - 70.0 90.0 70.0 80.0 48' - - - - 35.0 38.0 - - - - 700 80.0 83 -1 /8' - - - - 32.5 32.5 - - - - 832 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON and E1300 -02/04 (3 SEC. GUSTS). W •5 st • • • ••• • • •• 00 0 9 2000 IrAtiatbo l0. drawing a0. W03 -57 •••••5 • • • 5555•• • • ••.SS• • • •SSSS • • ••5•• •••5•• • • • •••••• • • ••5••• • • OEMS LOAD CAPACITY - PSI' ANCHOR MD 'A' & 'N A10O8 11788 '8' & '0' *44 /P 111818011' DINS. 14 24' 30' 30' 42' 48' 54' 60" 18" 24" 30' Sr 42' 48' 54' 80" 18" 24' m' 35' 42" 48" 84' 80" 18• 24" 30" 38' 42" 48' 54' 80" 18' 24" 30' 38' 42' 48' 18' 24" 30' 38" 42" 48" 18' 24' 38 42' N0G 38' 48" eQ 72' 90' 67449 Tres A' Ext( +) 70.0 704 70.0 700 574 48.0 48.0 484 48.0 480 480 40.0 70.0 70.0 873 70.0 70A mA 489 413 70A 70A 07.8 700 700 570 70A 70.0 57.8 480 48.0 480 70.0 740 57.8 480 41.1 70.0 70.0 57.0 480 70.0 700 57.8 MAO 71788 '9' & ill' EXT.(+) 70.0 70.0 87.8 48.0 48A 48.0 48.0 48.0 70.0 700 57.8 48.0 41.1 38.0 38.0 38.0 70.0 57.8 48.0 41.1 *0 709 87.8 DV-) 900 72A 574 48.0 48A 48.0 48A 90.0 72A 57.8 41.1 38.0 38A 38A 90A 72.0 513 484 41.1 900 72.0 57.8 480 GIJOI TYPES 'r, 'c1 & 'Cr Exr.( +) INT.( - ) 70.0 80.0 70.0 72.0 57.8 573 70.0 70.0 48.0 48.0 48.0 48.0 48.0 48A 48.0 49.0 480 480 70.0 80A 70.0 72.0 67A 97.8 48.0 480 41.1 41.1 309 38A 38.0 38.0 38.0 380 70A 80.0 70.0 724 57.8 57.8 48.0 48.0 41.1 41.1 300 35.0 no 32A 70.0 72.0 57.8 87.8 480 48A 41.1 41.1 380 38.0 320 32.0 MASS TYPE 70A 700 70.0 70.0 70A 70A 704 70.0 87.3 70.0 70A 842 1NL( -) 700 70.0 700 740 704 740 70A 87.3 700 700 70.0 70.0 80.0 70.0 70.0 70.0 70A 70.0 842 NAM TYPES '9' & 'al' Exr.( +) 70.0 709 700 70.0 70A 70.0 *0 70A M0 70.0 70.0 70.0 700 70.0 70.0 700 704 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 INT.( - ) 900 90.0 90.0 90.0 90.0 90.0 904 90A 900 480 90.0 900 80.0 90.0 904 909 90.0 90.0 90.0 909 90.0 90.0 90.0 904 90.0 GLUE TYPES 'N, 'C1 & '09 Exrj +) 704 70.0 70A 70.0 70A 700 70.0 70.0 70.0 70.0 70.0 700 700 700 704 700 70.0 70A 70.0 700 70.0 70.0 822 88.0 70.0 700 70.0 70.0 tor.(-) 80.0 80.0 80.0 800 840 800 80A 80A ODA 80.0 800 80.0 800 80.0 800 80.0 840 840 ao0 WA 873 80.0 71.1 84.0 804 289 283 70A 800 800 80.0 70A 700 57.8 70.0 M0 70.0 70.0 70.0 709 70,0 *0 57.8 80A 72.0 57.8 90.0 72.0 579 sag 28.8 700 72A 704 72A 87.8 87.8 879 57.8 40.0 48.0 41.1 41.1 NOTE GLASS CAPACmES ON THis SHEET ARE BASED ON ASTM Ef300 -02/04 (3 SEC. GUSTS). 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 *0 10.0 90.0 70.0 80A 70.0 720 579 87.8 48A 48.0 41.1 41.1 380 38.0 70.0 80.0 70.0 72.0 87.8 57.8 40.0 48.0 41.1 41.1 38.0 38A 70.0 70.0 70.0 70.0 90.0 95.0 90.0 740 70.0 70A 80.0 70.0 80.0 700 70.0 70.0 90.0 70.0 80.0 70.0 90.0 70.0 50.0 70.0 90.0 70.0 80.0 70.0 700 822 880 700 709 70.0 70.0 *0 70A 70.0 709 704 70A 70A 00.0 809 71.1 840 80.0 80A 80.0 800 80A 80.0 80.0 80.0 80.0 800 840 800 70.0 80.0 70. 80.0 DESIGN LOAD CAPACITY - Ass 704001 MSS. WIDTH 18' 24' 30' 38' 18' 24' 30' 38" 120' ANCHOR TYPES 'A' & 'N suss Tree ' 'A' EXL( +) 70.0 58.2 INL( - ) 582 SASS TYPES `9' & 'BA' EXT.( +) 70.0 70.0 70.0 lNTj - ) 90.0 72.0 70.0 700 70.0 90.0 72A DIMS WPM V. '11 & 'Cr Ct1.( +) 70.0 70.0 57.8 48.0 704 70A 87.8 48.0 1NT.( - ) 80.0 72.0 87.8 48.0 80.0 72.0 57.8 48.0 MOOR TYPES 's' & 'C 64184 TYP8 A ' ocr.( +) 70.0 50.2 1NT.( - ) 582 MSS RBIs 8' & 'Bl' Exr.( +) 709 70.0 70.0 700 INT.( - ) 90.0 900 GAM TM N, Cl & am.( +) 70.0 70.0 70.0 70.0 704 1N1.( -) 804 800 80.0 840 70.0 70.0 80A 80.0 BOA 940 it, lv1 S51Z sheet 3 01 71 • • • • • • • • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE ICAL ANCHORS: SEE ELEV. FOR EFPOOPi TYPE W ,3/IC TAPCO*IS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO Cam. 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 3/18' TEKS OR CO F PROMO SCREWS giAOF 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 851 MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -TB MN.) (STEEL IN CONTACT WUH ALUMINUM TO BE PLATED OR PAINTED) TYPE • B'•• 1/4" TARcONS UNTO MY WOOD BUCKS CR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUMS INTO IOINC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MN. EMBED INTO CONC. OR MASONRY 11.4.161MAILIELLIIELIMMEEM INTO METAL STRUCTURES STEEL : 12 GA. MN. (Fy m 38 KW MIN.) ALUMINUM : 1/8" MK. MN. (8083 -T5 MN.) (STEEI. IN COMACT was ALUMINUM TO BE PLATED OR PAINTED TYPE 'C'— 110 0R�c ORtt J NG SCRENS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ENGTOLEOMAISTEEM INTO CONCRETE AND MASONRY = 7 -3/8" M=N. • INTO ROOD STRUCTURE ® 1" MIN. • INTO METAL STRUCTURE m 1/2" MIN. • • • • • ter 61. 81180104 18000 srt63clu FU. CU PE SST 4j R 0 ztmx •••••• • AU. JOINTS AND FRAME CONNECTIONS SEALt4) WHITE /ALUM COLOR SUCONE • • (sheet 4 of 7 ) •••••• • • • •••••• • • •••••• • • ••••• • • ••••• •••••• • • • •••••• • • 000000 awn Ix Kamm U83337 > FA PE 3598 �LV 0 8 1 2 W03 -57 (sheet 5 •f 7) 1 2 3 4 8 8 r 7 PAST E10 881808 4 MORAL 4 AS an 2/ L0E •1 WOW FIUME MATZO STOP HOME COVER (Op00KN,) ASSEMBLY SCREWS $71816 BLOCK CLAIM WSW FLUSH FIMM ATOP{ER Lt4T8&11. 6063 -18 6083 -16 6083 -13 CRS SCAT PVC 6063 -15 • Ifd11P. PH SHS 7/1•• X 3/t8' X 3-1/? 108 OPTIONAL 1/4' SHSI • .'` TYPTCAI. ANCHORS • • • • • • • • •• • • •••• • • • • •• •• i ll a T e rawlik do Mile • • • • • • • • • • • • • • • • • • • • 1 n BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04 titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product trol Approved ", unless otherwise noted herein. REVISION of this NOA shall be'etisid I after a renewal application has been filed and there has been no change in the applicable building codeinegatively affecting the performance of this product. TERMINATION of this NOA ill occt a the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the _p • ' or process. Misuse of this NOA as an endorsement of any product, for sales, adver or any oilier pu s shall automatically terminate this NOA. Failure to comply with any section of this NO# *111 1! eau f r termination and removal of NOA. ADVERTISEMENT: The N'OA 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 cop( of this efltiCe t1QAAs1?1t a provided to the user by the manufacturer or its distributors and shall be avail&Ble fo} its a tnri atithe job site at the request of the Building Official. This NOA renews NOA b 0O13.(5 Ad'cotiists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documtatdtDdh wat:tvinicted bypaipe l D. Gascon, P. E. APPROVED • • • • • • • • • • . 1 • • . • •• • ••. •• • • • 6. ••. • • • • • • . • • • •. •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildinicode NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. 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 Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, 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 installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 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, dated August 21, 2009, signed and sealed by Arshad Vigar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) G. OTHERS . • • . 1. Notice:of Acoep �lc� No: Ob- 4)913.05, issued to E. S. Windows, Inc. for their Series Al • . • lio • • • 1, M.I. ", approved on 03/29/07 and exp ' n 09/16/09. • • . • • • • • • • • • • • • • .• • • ..• • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • . • •• • • • • • • • • • • • • •• • • • •• •• • • ••• • • E -1 Jaime 1 . Gascon, Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 • • • • • • • •• • • • 00 • • • • • • • • • • • • • • • • • • • • • • NelEr STEP 1 STEP 2 510 _1 STELA STEP 5 • • •• • • • • • • • • • • • • • • • •••• • MUNON SISTEM IS RWITEMI TOR LARGE MISSILE IMPACT. AND 2.AN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IAIPIIIDF 4RESISTANT PRODUCTS. • RECTANGULAR A=UMALTM, TUBE MULLIONS 11slltle'1$ULLION PROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (MHZ). AU. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE 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 SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHAH BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WTERALS INCLUDING BUT NOT MUTED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER 015510UAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3.3 AND 2328. INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REWIRED PER ASCE 7 FOR PARTICULAR OPENNG. USE MIAMI -DACE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS S THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 00 nu , I Ills 11 1, I, -� - A lp 1 1 3.000 „�.— TYPICAL L' �J I�" z o GLAZING PRODUCT - _- J�4( - - -� Igmm ry" 'I P 4.000 5.000 8.000 TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY m 8063 -76 OCT 0 1 2009 3.000 �4 I MULLIONS CONTAINING TYPICAL GLAZING PRODUCT HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL. FOR FASTENERS SIZES AND SPACING Env ARSHAO VOW CNd Mme (38883 D Miami S u 4.000 UCFRBNEWED Re c+i PBOD wI h UI Florida BITd>ng ag19 ,Acap7tca�NO � � - .i: ,Q DIG 4 7:5 �r16 8g it; CC u, 2 0 7 2 m J ✓ 2 3 2 • 2 0 1 8 8 5 as .0 0 S 2 7 a s . drawing no. M04 -04 (sheet 1 of 8 -q 1.00 1° .125 I 1.000 1 JT•.125 1 1.000 r- �2.000 - 125 f- -2.000 250 LI �� ( MULLION \M04 -04ESW M - y 1 + I 1 ` 4.000 .323 T L_ .323 -. .-.129 6.00 —.125 — � J. o- .129 r M x. ± y� r � M� m z 2 f4 W 5 u r � it 2.00 ��.125 -- - } 3.00 .338 5.000 - a —{ -- .129 6.000 7.00 •• • • � � 0 -.125 • • • • 4.00 .125 .338 } 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION .•• • STD • i T •• f STD. MULLION 6063 -16 �a•� 1 �,125 8063 -18 r 2.00� 125 �. • • 606.3-16 • ! 6 .063 -T. 1•• • I•• 1 2.000 1•• • • • • • • • •• •• .125 • • • • ••• • • • • I ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 1 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 2X5 STD. MULLION 2X6 STD. MULLION 2X6 HEAVY MULLIC 4.000 b 7 .-.125 3.00 --.129 6063 -16 6063 -16 6063 -16 i.. • • I.-2.00014" 1•• • • • Ake eon* Ed WN. EDGE D1ST. 1/2' FOR 1/4' DUI. ANCHORS 5/8 FOR 5 /16' DIA. ANCHORS ANGLE CLIP •• •/ •• • 2 X 3 STD. MULLION 6063 -16 2 X 4 STD. MUI1ION 6063 -16 8083 -T5 U UO4du:map I,( I I� 3414 VOW NW 031Vadn 133HS SIU 33NV10 ON 384 LOU NW 03883491 I 133X5 Slit 3094X3 ON I nl 519310 03 0738 4134 .4139 - •720 ..- - 1.690 .158 TW. , 1.405 3.250 2.750 I LOCO .125 -- •— .- a S8$ - I � 3.750^ NOTCH OPTIONAL / I Ed . MIN. EDGE GIST. \� \% 1/2' FOR I/4' ON. ANCHORS s /a' FOR 5/18• MULLION CLIP 083 -T8 1/2 TYP. Ed, b c < m Q W 4.50 NOTCH OPTIONAL Ed . ION. EDGE DIST. 1/2' FOR 1/4' DUl ANCHORS s /s' FOR s /Te' MULLION CUP 6063-16 1.../ / / , /z• IYP. Ed t A 3 i r 8 1 Coin ARSHAD YEW R.A. F 63 3538 ts=DUCFRENEWED ar ciPlYurd with Ore Florida FWdda 3uii Coda 4 ca No r <� v P5. Q< / :. = zP� °:.. DNe - • r q. / j p drawing no. M04 -04 OCT 0.1 2009 ?YLp (sheet 2 of 8 • ••• • • • • • ••• • •• • • • ••• • • • ••• DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE DESIGN LOAD CAPACITY - 1 (TUBE MULLIONS) 41111 ( MULLION \M04- 04ESW WINDOW DIMS. 1X3 STD. 1X4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2X5 STD. 2X8 STD. 2X8 HEAVY W 1X3,IX4 STD. _ STD. - 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2X8 STD. 2X8 HEAVY WINDOW DIMS. 1X3 STD. 1X4 STD. I X 3 ( 1 X 4 CUSTOM 2 X IS STD. 2 STD. HEAVY WIDTH (W) MULL SPAN 2X3 STD. 2X4 STD. WIDTH 2X3 STD. 2X4 STD. WIDTH (4) MULL SPAN 2 X 3 STD. 2X4 STD. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (308) 2843100 FAX (308) 2626878 19 -1/8' 26 -1/2" 30" 37" 42" 48 " 54" 80" 66' • • 72 38 -3/8" ••• • • • • 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19- ye 26 -' 30' 37" 42" 48" 54" 60" 66" 72" 74-1/4" 115.1 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30 37 42" 48" 54" 60 66 72" 120" - 37.9 27.3 55.3 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 83.1 148.6 150.0 150.0 - 27.3 39.9 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 73.4 131 3 150.0 150.0 - 24.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 59.5 106 4 148.9 150.0 { - - 149.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 - - 130.9 150.0 150.0 150.0 150.0 150.0 150.0 150.0 - - 116.3 150.0 150.0 150.0 150.0 150.0 150.0 135.2 - - 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 35.7 65 8 91.8 121.7 - - 1 4)5.2 150.0 148.8 150.0 150.0 150.0 150.0 110.6 - - 1 87.3 146.1 •3•.6 150.0 150.0 150.0 150.0 101.4 - - 110-1/8" • ,41-1/2" 30" 37" • 1 •42" • / • 48' • 54" 9 • • 60. • 68" 1 • : 72' • • !Id'? • • • • •-• • 450.0 151.E • 1501 150.0 150.0 150.0 150.0 19 -1/8 28 -1/2" 30" � 37 � 42' 48" 54" 60" 88" 72 _ i 84' 1 - _.._- 51.5 110.1 150.0 19 -1/8' 26 -1/2 30" 37" 42" 48" 54" 60" 66" 72' 132' - 28.5 938.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 116.1 - 20.5 150.0 150.0 32.8 70.2 102.5 - - 150.0 150.0 56.9 - - - ALUMINUM TUBE MULLIONS y I E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX (305) 624 -7777 • 150.0 150.0 50.1 - - �' 150.0 150.0 20.5 43.9 64.1 - - 150.0 150.0 39.0 57.0 - - 150.0 150.0 35.1 51.3 - - 1 150.0 150.0 31.9 46.8 - - 150.0 150.0 29.2 ti 02.7 m oI - - 19 -1/8" 1• 28- i/2' 30" 1 • 37" 42' I" i' ' • ••••H • • • • • • edlh• • 19 -1/8" 28 -1/2' 30" 37" 42" 48' 54" 60" 86' 72" 96" 34.5 74.0 108.1 19 -1/8" 26-1/2" 30" 37 42 48" 54" 60" 66" 72" 1 - 21.9 44018 .91.7 ISM* 53.4 - - 147.2 22.0 47.2 68.9 - - - 20.4 74.3 1.9.30 - 38.2 55.9 - - - - •65.5 105•1 0 0 g 0 0 R 0 - 33.7 49.2 - - - - 57.3 92.0 - 29.5 43.1 - - - 50.9 81.8 - 28.2 38.3 - - - 45.8 73.8 - 23.6 34.4 - - - 41.7 68.9 - 21.4 31.3 - - - 38.2 61.3 - - 28.7 - - 19-1/8" /2' 30' i 12 n o I S S e n m m 121.9 150.0 150.0 150.0 150.0 150.0 1509 19 -1 /8' 26 -1/2" 30" 1 1 1 e2 n v V S m m n m m N 106" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO BE U490PoBE0 MULUGV INSIDE __ NGULAR SHAPE HORIZONTAL )I ( U00U366pI ( 24 a0% 2104 miwan 173X.5 SELL 35NVN7 ON ( sw3*0a7 ace 334 '303 88.0 141.2 135.7 150.0 150.0 1 .0 - 37.5 27.0 54.8 95.8 130.2 150 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 63.0 101.2 97.2 147.9 150.0 150.0 150.0 28.9 - 39.2 88.6 93.3 150.0 (LAZING PRODUCT L MULLION MULLION GLAZING PRODUCT NOmn8 NVdS % L GLAZING D IM 55.5 89.1 85.8 130.3 150.0 150.0 150.0 - 23.7 - 34.6 80.4 82.2 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 43.2 69.3 88.6 101.3 141.8 150.0 150.0 - - - 26.9 47.0 63.9 117.4 _ PRODUCT PRODUCT 38.8 82.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 58.7 54.5 62.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 98.1 32.4 52.0 49.9 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 E' ©,,, ALL LOADS ARE EXT.( +) /INT.( -). NOTE. „ [IN 3ovr60 801X110 warn wreoao W1 112 MUWON SPAN GOMEZ 41 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. •-•'' III dog �° m} (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS AR5hA0 "°"H tam PRODUCT RENEWED =plying with the FIW'd$ ' •r •.0 : 6E4 FL& PEI 38853 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO WI + W2 Ceti. 3538 Sa WIDTH (W) o 2 4 ", 5" AND 6" TUBE MULLIONS. allo 6p3001unDale 7R5 6u - zot41 so ., ..- .Product 66 drawing no. M04 -04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS OCT 01 2009 (sheet 3 o 8 ) • ••• • ••• • • • • •• •• • • ••• • ••• • • • ••• WAZNC PRODUCT --4-,,...... , • ;,.. • •" GLAZING PRODUCT I ,(`\ ANCH NAIL /1 GLAZING PRODUCT ANCHORS • ••• • •••4 • • • •• • • • ••• • • • •• • •• • • • •••• DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) 19 -1/8" 28 -1/2' 30' 37' 42" 48' 54° 80" 66' • 72" •15 -1/8' 2i -1/2" • •30' 37' 42' •• 6. .• 60" 86" 72' 10 -1/8' a6 -1/2" 30' 37" • 42' 48" 54' 60' 66' 72' 19-3/8" 26 -1/2" 30" 37" 42" 48" 54" 6o" 66' 72" HULL SPAN A 150.0 150.0 143.1 116.0 102.2 38 -3/8" 89.4 79.5 71.5 • • • • 69.0 • • 99.6 • - - 150.0 •122.8 • •••1 . 108.5 • • 87.9 77.5 Faro: 87.8 • . 60.3 • 54.2 • • 49.3 • • 45.2 • 148.5 • 107.2 4. • • 76.8 •••• 87.6 •41'6'••• 59.2 52.6 47.3 43.0 39.4 136.7 98.7 87.2 70.7 82.3 63" 54.5 48.4 43.6 39.6 38.3 H 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 190.0 132.9 150.0 116.3 147.3 103.4 132.6 93.1 120.5 84.8 110.5 77.8 2503 j50.0 1110.0 •50.0 • 150.0 • 141.1 6 150119 814.4 • i!3� • 100.8 19516 D 088.2 .131.7. , 100.5 70.5 • t�t� •• • 84.1 5691 • • 58.8 •14q30.• •150.0 15010 139.4 • 160 6 •• 123.1 •142.30 II 99.8 • W3.3 .88.0 109.7 77.0 97.5 68.4 87.7 61.6 79.7 56.0 73.1 51.3 150.0 150.0 150.0 128.3 150.0 113.4 131.0 91.9 115.4 81.0 101.0 70.9 89.7 83.0 80.8 58.7 73.4 91.5 67.3 47.2 D 150.0 150.0 150.0 190.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.1 128.3 117.6 150.0 150.0 1500 150.0 150.0 150.0 138.8 123.1 111.9 102.6 150.0 150.0 150.0 150.0 150.0 141.7 126.0 113.4 103.1 94.5 E 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.9 128.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.7 128.8 118.1 .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 TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPUCABLE TO ALL TUBE MULLIONS. ALL LOADS ARE EXT.( +) /INT.( -). DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 19 -1/8" 28 -1/2" 30' 37" 42' 48' 54' 60" 86' 72' 19 -1/8" 26 -1/2' 30" 3r 42' 48" 54- 60" 66" 72" 19 -1/8' 28 -1/2" 30' 37" 42" 54' 60' 88' 72" 19 -1/8' 26 -1/2' 30" 3r 42" 48" 54" 60' 66' 72" HULL SPAN 74 -1/4" 84' 96" 108' ANCHORS TYPE A 116.0 83.7 74.0 60.0 528 46.2 41.1 37.0 33.6 308 102.5 740 65.4 53.0 46.7 40.9 38.3 32.7 29.7 27.2 89.7 64.8 57.2 46.4 40.9 358 318 28.6 26.0 23.8 798 57.8 50.8 41.2 35.3 318 28.2 25.4 23.1 21.2 8 150.0 150.0 137.1 111.1 97.9 85.7 76.1 88.5 62.3 57.1 150.0 137.1 121.1 98.2 86.5 75.7 67.3 60.6 55.1 50.5 150.0 120.0 108.0 85.9 75.7 66.3 58.9 53.0 48.2 44.2 147.8 108.7 94.2 76.4 87.3 58.9 52.3 47.1 42.8 39.3 C 150.0 108.9 98.2 78.0 58.7 60.1 53.4 48.1 43.7 40,1 133.4 96.3 85.0 88.9 60.7 53.1 47.2 42.5 38.6 35.4 116.7 84.2 74.4 60.3 53.1 48.5 41.3 37.2 33.8 31.0 103.7 74.9 66.1 53.6 47.2 41.3 36.7 33.1 30.1 27.8 D 150.0 150.0 150.0 150.0 137.4 120.2 106.9 98.2 87.4 80.2 150.0 150.0 150.0 137.9 121.5 108.3 94.5 85.0 77.3 70.9 150.0 150.0 148.8 120.8 108.3 93.0 82.7 74.4 67.6 82.0 150.0 149.7 132.3 107.2 94.5 82.7 73.5 68.1 60.1 55.1 E 150.0 150.0 150.0 150.0 150.0 150.0 133.6 120.2 109.3 100.2 150.0 150.0 150.0 150.0 150.0 132.9 118.1 108.3 98.8 88.6 150.0 150.0 150.0 150.0 132.9 118.3 103.3 93.0 84.5 77.5 150.0 150.0 150.0 134.1 118.1 103.3 91.9 82.7 75.2 68.9 ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (5) 19 -1/8" 28 -1/2" 30' 37° 42" 48" 54" 60" 86• 72" 19 -1/8' 26 -1/2' 30' 37 42" 48" 54' 60" 88' 72" 19 -1/8" 26 -1/2' 30 37" 42' 48' 54' 60" 66° 72' MULL SPAN 120' 132" 144" ANCHORS TYPE A 71.8 51.8 45.8 37.1 32.7 28.6 25.4 22.9 20.8 65.3 47.1 41.6 33.7 29.7 28.0 23.1 20.8 59.8 43.2 38.1 30.9 27.2 23.8 21.2 8 133.0 980 64.8 68.6 60.6 53.0 47.1 42.4 38.5 35.3 320.9 87.3 77.1 62.5 55.1 48.2 42.8 38.5 35.0 32.1 110.8 80.0 70.7 57.3 50.5 44.2 39.3 35.3 32.1 29.4 C 93.4 67.4 59.5 48.3 42.5 37.2 33.1 29.8 27,1 24.8 84.9 61.3 54.1 43.9 38.6 33.8 30.1 27.1 24.6 22.5 778 58.2 49.6 40.2 35.4 31.0 27.6 248 22.5 20.7 D 150.0 134.8 119.0 98.5 85.0 74.4 66.1 993 54.1 48.8 150.0 122.5 108.2 87.7 77.3 87.6 60.1 54,1 49.2 45.1 150.0 112.3 99.2 80.4 70.9 82.0 55.1 49.6 45.1 41.3 E 150.0 150.0 1488 120.6 108.3 93.0 82.7 74.4 67.6 62.0 150.0 135.3 109.7 96.6 84.5 75.2 58.4 124.0 100.5 88.6 77.5 68.9 82.0 58.4 ANCHORS GLAZING PRODUCT VERTICAL MULUON CIAZING PRODUCT A.130.0 OR E 2 TYPICAL MULLION ARRANGEMENTS ANcHORS CTAL F1A PE It 38563 CA.N. 3338 MULUON SPAN HORIZONTAL MULuON ARCHES TO BE DISCRISE0 INSIDE RECTANGRAR SHAPE NICI3UCT RENEWED a complying with tho Florida Dalo 0 rg 1 og 0 14.1 drawing no. M04-04 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. • MIN. EDGE 06T. MIN. EMBEDMENT WOOD 1" 1-3 BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" • .. • • • • • • • .• • • • 1 1 11 1 11 1 11 1 11 ILJI 1T11 1 1 I I Imo- °• -dot //�%II 11 11 11 11 t 11 IL 11 1 1 I 11 II II 11 11 11 I u I 1 I 1 1 1111 //!! % II It 11 1 1 1 U u 1 1 1 I 1 1 Ed 2 1/4" Ell 11 MIN. Ed. 1" MIN. 1 / DNA. ULTRACONS 4 PER CLIP (2 ON EACH YANG) 11 II 11 11 11 II ILJI 11 11 6 J 1 BY WOOD BUCK 1/4" CIA. ULTRACONS 4 PER CUP (2 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL 11 11 11 11 1 1 ILJ I J -, M 11 II 11 u I I 1 1 I I 914 SIAS 1 -3/4" 0.C. MAN. 2 PER ANNE 1/4" DIA. ULTRACONS 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE II II 11 11 II II u u 1 I I 1 I drawing no. M04 -04 5 of W 8) • • Ed. • • • ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 18Y JVWD LICK • • • • • • • • • • • •• • • 2 PRP • (1914 EACH IN ) •••• 2 = W000 BUCK OR WOOD STRUCTURE ANCHORS TYPE 'A' FLOATING CUP SNUG FIT INSIDE MULL 914 WAS 1 -3/4" 0.C. MIN. 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL 914 SMMS 1 -3/4" 0.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 1 PER ANGLE 1/4" DIA. ULTRACONS 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE AU. CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2 BY WOOD BUCK ANCHORS TYPE 'B' FLOATING CLIP SNUG F1T INSIDE MULL 914 SUS 1 -3/4" 0.C. MIN. 2 PER ANGLE Env ARSFUWI 'OAR CARL FLA. PE 9 38883 CAN. 3338 OCT 0 1 2009 2 X 2 X 1/8" ALUM ANGLE V.OAucr RENEWED w complying wiIb the Florida 3eildiag Coda AecaptencolVo '- Mao 773.":1" .. e.P By Yawl Division 03 z 0 ,7 S R sheet oQ A t > 1 a 8 1/4 DI& ULTRACONS BY 'ELCO' ULTRACONS MAY SE HEX OR FIAT HEAD SUBSTRATE Ed. a MIN. EDGE D15T. MIN. EMBEDMENT WOOD 1 1 -3/8" BLOCK 2 -1/2 1 -1/4" CONCRETE 2 -1/2 . 1 -1/2 • •••■ • • • • • • • • •• • Ed. • • • • •••• • • • • ••• ••• ••• • a • • • • • •• • • • • 1/4 WA. ULTRACONS 1/4 018. ULTRACONS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE • •• • • • • • ! • • • • •• •• • • Ed 1/4" DNA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' FLOATING CUP SNUG FIT INSIDE MULL 114 5145 1 -3/4" 0.C. MIN. 2 PER ANGLE 252 X 1 /8 ALUM ANGLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESSTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYIATE LACOUER. 1/4 DIA. ULTRACONS Ed, 4 PER CUP (2 ON EACH WING) FLOATING CUP .SNUG FIT INSIDE MULL 114 SINS 4 PER ANGLE ANCHOR TYPE 'D' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS E,prs ARC WAR S CAN. 3538 OCT 01 2009 LOCATION OF SCREWS CONNECTING ANGLES TO TUBES PRODUCT REF.P.PTED sOZrlying vas 1i24 Fk i . Buia:8 Code Axspb Tdo 1/4 DIA ULTRACONS 2 PER ANGLE 0 14 N 8 8 8 8 a 8 18 drawing no. M04 -04 (sheet 6of 8 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. a MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2 1 - 3/4" • • ••• • •••• • • • • • • • •••• • • • • • • o• ••• • ••• • .•• • • • 5/16" DIA. ULTRACONS Ed. 4 PER CLIP (2 ON EACH WING) • • •• •• • • • or • s • • •••• • • • • • • • • • f • • • ••• FLOATING CLIP SNUG FIT INSIDE MULL 1114 SMS 4 PER ANGLE ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALXAU— RESISTANT COATINGS. SUCH AS BITUMINOUS PANT OR WATER —WHITE MEIHAGRYLATE LACQUER. 5/16" DIL ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" 11 I ALUM ANGLE LOCATION of SCREWS CONNECTING ANGLES TO TUBES Engr. ARC UOAR FLA. PE / 36863 CAN. 3536 ac r 01 200g 'RODT.JCT RENEWED re CcI p wall the FIori!n ;i:.I4 Co' y;. m :me No Vliiaroi Ade )hision 6.03 2.014 cn z O 3 IA m 1- F 3 z 7 J a u , I 3 'o C4 r n e WI �3Z 4 .j1 FdN�� 0 9 6 .tn C a m u o W 8 1 n 1 ti drawing no. M04 -04 (sheet 7 of 8 • • • • • s • • • • •• • • • • • • • • • • • •••• • • • • • • • • • • • • • • • •••• • • •• •• • • • • •• • • • • • • • • • • • • • • •• • • • •••• • • • • •••• TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY THIS SCREW CAN BE INSTALLED IN OTHER DIRECTION y� 114 SUS SEE CHART FOR QUANTITIES /10 FH SUS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG IMO MULLION ACCESS HOLE TUBE MULLION TUBE MULLION 114 FH'SIS 1 - /2' O.C. MIN. SEE CHART FOR QUANTITIES /10 FH SIS 2 PER CUP 1' O.G. MIN. t -3/4" % 2" X 1/8" (FOR 28Y TUBE) 3/4" K 2" K 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 114 SMS SUBSTRATE ALUMINUM Ed. AIIN. EDGE DIST. 5/8" MIN. CL TO CL SPACING 1/2" ANCHOR CHART EAgr: ANSHAti mom FuL PE / 3 CAN. 3.5.18 CT 01Z 9 7RODUCT mt Om Ronda coniptynks Building Colo Accdp14mas No EspinTdm .03 Jr taind Dade Fmdua Garai Ttirdnn 2 7 2 3 ] .1 + E 1 1 p 4 o o8 0 0 a 8 S drawing no. M04 -04 (sheet 8 of 8 ) • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, Fl. 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance p ' 4 tI s product or material fails to perform in the accepted manner, the manufacturer will incur the of si; d the AHJ may immediately revoke, modify, or suspend the use of such prod t ' wi a" eir jurisdiction. BORA reserves the right to revoke this acceptance, if it is determin- ad ounty t Product Control Division that this product or material fails to meet the icable building code. This product is approved as described herein, and has been designed to co Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" 8'0" Outswing Aluminum French Doors w/ wo Bidet es - .I. APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French r oors (LW)", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Vigar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 l?f this entire NOA shall be provided to the user by the manufacturer or its • tiis'tfibuil and shill e:available for inspection at the job site at the request of the Building Official. • • This.1TCGAtrenevsMA No. 07- 0828.09 and consists of this page 1 and evidence pages E-1 and E-2 as ..well.as approvv1 dd'cu'lnerit mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ••• • • • • • • • • • •• • ••• • • •• •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade. gov/buildin¢ code NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 •• • • • • •• • • • • • • • • E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 08/14/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of ahlminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL -3947 and FTL -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. • • ••• • fo ;tleir :DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. • • • • • • • •• ••• • • • • • •• ••• • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E. S. Windows. LLC E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07- 0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) G. OTHERS 1. Notice of Acceptance No. 07 -0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. . . .. • • • • • • • • •• ••• •• • • • • • S. • • • • • • • • • • ••. • .• . • • • • • • • • • • • • ••• • • • • • • • • • • . • • • 00 •: • • • . • . • • •• S. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • •• • • • • • • . •.• ••• ••. • • • • • • • • • • • • • • • • • • • • • • • • • • E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 H 144" 6" MAX. TYP. D /SILL CORNERS D k g c g g J 34 5/8" HEAD & SILL FRAME WIDTH 68 3/4" FRAME HEAD & SILL 12' MAX. I I) 34 5 /8' FR. HEAD & SILL is' 1 1 F i __ -JL___ II ) 30 1/4' D.L. OPG. 34 1/4" \ I \ 11 II C):: i i \ � r 26 1/16" D.L. OPG. 34 11/16" 12" MAX f/ / II II II II 30 1/4" ADDL. ANCHORS READ. INTO OR THRU W000 BUCK INSTALLATIONS ONLY PANEL WIDTH LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH 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 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ( OXXO ) D.L. OPG. 34 1/4" PANEL WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED 8 ADDL. ANCHORS READ. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY TYPICAL ELEVATIONS TESTED UNITS AUG 1 4 2U09 71 3/4" NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. Engr: ARSHAD 1n0 tAl CML FLA. PE 1 38863 C.A.N. 3338 Division • • • • • •• • • •••• • • •••• • • PR )DLIMRE•L•i'fiD ffi c8¢ w ith the Fldrid6 T3ldidin CV% • • • • Aop` ce ND's • • •••• • • • •• • • • • • • 1 • • •• • • • L 8 .I ' • •I •• • ••• • • • ••• • ••• • • • • • • DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDELITES SDELITE WIDIN INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'E', 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 39 5/8 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 , 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 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 62.4 70.0 78.9 60.1 60.1 70.0 76.0 III FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. 1 EXT. ( +) INT. (-) 36 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', '6', 'C' O8 'D' EXT. ( +) INT. (-) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 NOMINAL WIDTH FRAME WIDTH 1 DAYLITE OPG. 2/8 (X) NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/8 (X) 31 -1/2 28- 11/18' 20 -1 /18 3/0 (X) 37 -1/2 34- 11/16' 26 -1 /18' 5/0 (XX) 59 -3/4' 28- 11 /18' 20 -1/18 8/0 (XX) 71 -3/4' 34- 11/16' 26 -1/16' C HEIGHTS: DAYLRE OPO. NOMINAL HEGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL H1- PROTIIP BOTTOM RAIL HEIGHTS: DAYLRE OPO. NOMINAL HEGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL H1- PROTIIP BOTTOM RAIL 6/8 79 -3/4' 77 -1/4 69 -1/18 65 -5/16 8/0 95 -3/4 93 -1/4 85 -1/16 81 - 5 /19' DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE. LEAF DOORS WITHOUT SIDELITES GLASS TYPE 'A', B', 'C' OR MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR 52ES 5X088 BELOW OR SMALLER) - 80.0 PSF NOTE: FOR DOORS WITH SIDELITES USE SIDEUTE RATING TO QUALIFY DOOR & SIDELITES. SIDELITE WIDTH = OUW - DOOR WIDTH SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MULLION REINFORCED MULLION ( ( XX XXOO • • • •• •• • • • • NOTE: • • GLASS CAPACITIES ON THIS SHE j1QF•• • BASED ON ASTM E1300 -02/04 (3 SEC. GUS ) • • AND FLORIDA BUILDING COMMISSI • • DECLARATORY STATEMENT DCAOS! pF _T9 • • Engn ARSHAD MOAN OYIL FLA. E 1 38863 C.A.N. 3538 AUG 1 4 2009 4 • • Division • • • • •• •• • •• • • • . DUrTjREW4i1P.D • • camptyros c'0d e::e Flaridli . ,ranO• 14. �,,•�,i_ D4 • z 2 J • • K •Irowing ne. ■ i ta/04 -5A J • ••• *eat 2of 7 , I••• • • ••• • • • • •N •• • •••• • 8` • • J 9••• • • 3/16 X 1 -1/2 WEEP SLOT 1 /SILL AT SIDEUTES TYPICAL ANCHORS SEE ELEV. FOR SPACING ° TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITE 3/18' X 1 - /2" - WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS METAL STRUCTURE OPERABLE UNITE TYPICAL ANCHORS SEE ELEV. FOR SPACING HI PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS AUG 1 4 ZOO r ads •••• •• • • 1 • • •••• • • GLASS TYPE 'A' TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/18" H.S. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS S UCONE DOW CORNING 795 3/18" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/16" H.S. 0i'YSS TYPICAL ANCHORS SEE ELEV. FOR SPACING SILICONE / DOW CORNING 795 10 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" H.S. GLASS GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS MIAMI -DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" H.S. CLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 ( GLASS TYPE '0' 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" DIA. ULTRACON BY 'ELCO' (Fu =177 K51. Fy=155 KS) 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 414 SMS OR SEI F DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -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 = 3/4" MIN. CONCRETE f c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALBD WITH • • • WHITE /ALUMINUM COLORED SILICONE. • • • Enp^ AHSHAO *WAR CPAL FL, PEA 393 38 8883 C.AN. AUG 1 4 2009 • • 13;`• PALducteontro Lan • • • •• • • • • 1 c • :••• .y0 ••• v g • a T • • on • •; 888 •�•••• • • �,c a m u • m • •.•• • • • . • • • • - 1411 •• •.. 1 •• •O ° 3 ••I •• • • 1 70 io 5 PROD14W F4!�1NED • • .s' • B cancilyir.�iritL rile Fbrid. S s gg . • Brril:uniC��. • . $ • I. 4 4 .11/J4 dbwin9 n� By •.I• � • a 8 5 m � • •,11et 4of 7 1/4" MAX. e SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4' MAX. SHIM SPACE #10 X 3/4' SMS 8" FROM ENDS & 14" 0.C. MAX. REINFORCED MULLION SEE CHART ON SHT. 2 FRAME WIDTH .98" X 2' X .98" X 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) EXTERIOR (x) EXTERIOR ( OXxO ) OPTIONAL TRIM INTERIOR VA ED FLUSH BOLTS AT 10' FROM EACH ENO CONCEALED FLUSH BOLTS AT 10' FROM EACH END 1N— ACTIVE LEAF MULLION REINFORCING CHANNEL .98" X 2" X .98' X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) O H UNREINFORCED MULLION SEE CHART ON SHT. 2 Engr ARSHAO VICAR CML A.A. P9 # 38883 CAN. 3538 AUG 1 4 2009 Division REINFORCED MULLION SEE CHART ON SHT. 2 • o •b .••.v •• Ai • • • • • ( x —v , • • • • ... , • • • PRODUCT MEWED asmm o e tnFkcien Acceplaraa d" • iy D 17.779,, , f • f • u z 0 I Eg fg g= CI o 6 4 G 0: . 0 aye 7 s S � hi: .• aso 8 � • sf3 • .. frog •d•O no, • •W04 -51' • • (•Ne 5 of 7 A Q a 3 J a U • • ••• . • ••• • ••• • � • • • • •• •••• • • • •••• • •••• • • • • •• • •• • • • • •• • •• • • • • •• • ••• • --j .3611- � a I .225 .105 ® WEDGE GASKET (SCALE 117 4.000 1.779 ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPIS t E53001 -t 1 FRAME HEAD 6063 -T6 - 5 ---c 4 ,71 2.250 2 ES3001 -2 2 DOOR FRAME JAMB 6083 -18 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 2648100 FAX (305) 2626978 3 E53002 -1 1 DOOR FRAME SIU. 6063 -15 - 4 ES3003 -1 AS REOD. SIDEUTE ADAPTER 6063 -16 - ,- .078 5 ES3004 AS REOD. SHEAR PLATE • ANCHOR LOCATIONS 6063 -T8 3" LONG 6 E S3005 -1 2/ LEAF TOP AND BOTTOM RAIL 8083 -T9 - L 2.016 - J FRAME HEAD /JAMB "" ES3024 2/ LEAF H7 PROFILE BOTTOM RAIL 6063 -15 - 3.350 2.125 o.3 E53006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6083 -r5 ES3007 -t 1/ LEAF DOOR LEAF - LOCK SIDE 6083 -18 - I •078 -� + E53007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T8 - d 1.608 O .6138 p . 0312 10 Esaooe -1 AS REDO. SIDEUTE STILE 6063 -T5 395 11 F8 1202 - 914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 2.674 n SHEAR PLATE .388 T--1-1.500-4 18 WEATHERSTRIP ADAPTER 12 FB 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 ES3011 AS REOD. AN 1 JR TRIM OPTIONAL. + •68B L2.125 p 14 E53012 SILL COVER 6063 -16 15 E53013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -15 - 1750 -1 d 1 .800 •� Iy�I ' - y�.045 b .852 (OPTIONAL) 1° ° 18 ES3014 -1 4/ PANEL PANEL CLAMP 6063 -16 - 2.0 O+ O 17 E53003 -3 3/ OPER. LEAF HINGE ASSEMBLY 8083-16 - U(frw t) 6000 FMB ONIMSHIO wee 6170£-s2W1s1 E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 I TEL (305) 624 -7775 FAX. (305) 624 -7777 19 DOOR LOCK (SAVANNAH 201SL) YALE 4.000 .078 3 .50 0 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 w22321NG AS REOD. FIN-SEAL PILE w'STRIPPING - ULTRAFAB p -OI 13 JAMB TRIM 'w� Q 3.375 22 953020 AS REOD. BULB WEATHERSTRIPFlNG VINYL AT SIDEUTE P ANELS 23 - 1/ HINGE HINGE REINFORCING EAR ALUMINUM 1 -I /4"X1 /8 ": 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 25 - 2/ LEAF 3/8" CIA. THREADED ROD W/ NUTS STEEL - .973 .250 1.112 28 AS REOD. FRAME ASSY. SCREWS #10 PAN HEAD SA1 © 590 TOP /BOTTOM RAIL 27 - AS REOD. MUWON RSNFORCNC CHANNEL 638 STEEL - 28 E54014 AS READ. 601TOM RAIL GLASS STOP NEOPRENE - t'SII37 0 I�- -25- -i • O • III E54019 AS 9900. PANEL SILICONE STOP NEOPRENE - .4901 1 .F._ -- I 1.145 �- 2.163 .078 - AS REOD. 3/8" DIA X 1/8" Hi. BUMPER SILICONE FRANK LOWE RUBBER CO. Ml ES4013 AS REOD. WEDGE GASKET - - Is PANEL CLAMP ES3022 2/ STILE FLUSH BOLT BRACKET 6083 -15 - - - 2/ 8KT. BRACKET INSTALLATION SCREWS - #10 X 1• FH SUS 1,500 0 3 PIECE HINGE 34 0 /LON AS REGD. DOOR PANEL W'STRIPPING SCHLEGEL < ) 2.000 .913 621 c n 1366 SO7 ON ` U 39222 U013 t0 0p • — 0300v 1#J '1109 A .0. SiIO I 510310/00 0009 23d 'A32 13325 SOU 308020 ON 13325 SOU 3ONY20UN 583 1zs .960 7 .590 - - • • • • • • •• • • • •••• • • • • . • Q 4.000 FRAME SILL 1.750 7.250 .078 - .913 .082 to 1 .145 2.000 1 7750 .094 01 SIDE LITE STILE .3 � I 5 - -1.927 I-- SILL COVER ■1,■1 MULLION ® REINF. CHANNEL 00'9090 v :�uolsu9�� • • 1590 2 4.625 .094 .913 .590 1.750 GPM .m 'IIT� 1.750 4.000 �{ .590 1.984 7 078 Engr: 6854160 VIQAR CIVIL OA PE 93 CAN. - 3538 AUG 1 [009 • • •: 4 PROD RS Ccral, 1�Sw t Florida • .i • i: 64. • AatF �� i `� _ •• •ishRet .395 d p .750 3.350 d�winy o. IN0 -5 .094 0 HINGE STILE .913 h-- I- Q HI- PROFILE 4.000 --I ® 0 LOCK STILE /KEEPER STILE 0 SIDELITE ADAPTER .- 1.750 -•-1 BOTTOM RAIL 6of 7 • • • •• • •• • • • • •• • •• • • • • •• • ••• • FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Env: ARSNAO MOM A.A. PE # 38883 CAN. 35538 V' 4 AUG 1 4 2009 • • • • • •• • Sada •••• • • •••• Division • • • • •••. • •• • • • • •• gm ° � • •• • • • • •••••• •• s • • 4 MOMS' MOONED • • as cea®lytn& with the Rork* Asrr -p a N C. • • • (street lot 7 •S• .•. • • • ••• • •• • • •• • •• ••• • • • 8 • •••• dbwing no. • S W04-50)••• • THE ANY MAY POLICIES, LTR A POLICIES REOUIRELIENT. PERTAIN, OF INSURANCE LINED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED TERM OR QONOrftON QF ANY CONTRACT OR OTHER DOCUMENT WITH THE INSURANCE AFFORDED 8Y THE POLICIES O68CR=Ef"D HEREIN IS SUBJECT AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. ABOVE FOR THE POLICY RESPECT TO WHICH TO ALL THE TERMS, PERIOD INDICATED. THIS CERTIFICATE MAY EXCLUSIONS AND CONDITIONS Aye NOTWITHSTANDING BE ISSUED OR OF SUCH LIMITS EACH OCCURRENCE INSURERS AFFORDING COVERAGE NAIC # _ GCNN0TAL g TYPE OF INSURANCE UAfILf V COMMERCIAL weak LIA8ILTY ' POLICY NUMBER SCP0785112 s 1 000 , 000 INSURER & 01/12/10 01/12/11 mums $ 50,000 CLAIMS MADE X OCCUR mu {v +s prom) s 1 , 000 PERSONAL & ADV INJURY 51,000,000 GENERALAGGREGATE s2,000,000 G$N'L AGGREGATE LIMT APPLIES PER POLICY IT sm n Loc PRODUCTS - COMP/OP AG6 S I , 000 0 0 , 000 rl AUTOMOBILE LIABILITY ANY AUTO ALL OWNEDAUTOS SCHEDULED AUTOS HIRED AUTOS NOWOWNED AUTOS COMBINED SINGLE LIMIT {Ea accident sODILY INJURY {Per portion) — — BODILY INJURY (Per accident) — — PROPERTY DAMAGE (Pqr eccldnrrt) GARAGE UA$ LITY ANY AUTO AUTO QNLV • EA ACCIDENT S OTHER THAN ER ACC $ AUTO ONLY: AGO+ 3 EXCESS/UMBRELLA UABIUTY OCCUR E CLAIMS MADE DEDUCTIBLE RETENTION a EACH OCCURRENCE 3 -- AGGREGATE $ 5 8 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERI®ECUTIVE QF Ii ileCIt e ROVI$I IS NNW y, .. i I Tt7R7 LIMITS I a f EL. EACH ACCIDENT 8 ' EL. DISEASE - I A EMPLOYEE $ E.L. DISEASE - POLICY LIMIT 5 OTHER DESCRIPTION OF OPERATIONS f LOCATIONS I VSHICLB9 ! 001.1.10 0145 Anbrb as. ENDORSEMENT I SPECIAL PROVISIONS • ACORD CERTIFICATE OF LIABILITY P IG' P INSURANCE $r;;l*ca- 1 DATE O,mwODmrv) 01/19/10 EXTEND OR BELOW. DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN PRODUCER Roebuck Assoc . Tse . Exchange a 5599 S. UDivereity nri re, #301 Davie FL 33328 Phone: 954-616-1800 Fax: 9 54 - 616 -18 SS THIS CERTIFICATE (5 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, ALTER THE COVERAGE AFFORDED BY THE POLICIES INSURERS AFFORDING COVERAGE NAIC # IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES• .. INSURED P Cazxetruction Services, Inc 267 S. Park Road Pembroke Park FL 33009 INSURER N. Tee tern Narita • o Ins. Co. INSURER & ..._w. INSURER 0; INSURER D: INSURER E: – ^ -- – WOULD ANY OF THE ASLOVE DESCR{BED POLICIES BE CANCEU.ED EEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE E HOLDER NAMED TO THE LEST, BUT FAILURE TO DO SO SHALL Miami Shores Village i.00$0 MN 2nd Ave asiami shores s7.. 33138 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES• G DE ACORD 25 (200108) CANCELLATION mil 1111 1111 11 1 I II 1! .1,11 ! fliii11110)1111!„4-..„4„, ,°:.1,„111o1 ,41,10 11111 1 I I I ill DA ED SY LAW DATE '3,5.7cH;4!timE,E,”.. ,14 YESSZONAL REGULATION lEgVMMOOTWO HOARD ,,,,„„„ q=uilft L08082802090 CHARLES W. DRAGO SECRETARY Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid $ 27.00 $ 27.00 & iq BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301-1895 - 954 -831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: F & F CONSTRUCTION SERVICES Owner Name: INC Business Location: 2617 PARK RD PEMBROKE PARK 33009 Business Phone: (954)454 -1948 Name of Business Mailing Address: F & F CONSTRUCTION SERVICES INC F INKELSTEIN ERIC S /QUAL 2.617 PARK RD PEMBROKE PARK FL 33009 TI Name Of Business/Mailing Address F & F CONSTRUCTION SVC. INC. �,I�li ui uil i' Ili X 11" �,� it a � i � '� I III'' 2 617 PAR K: D,' PEMBROKE PARK FL 33009 Rooms ber of Machines: N SVC. INC Seats Employees 7 UNITS For Vending Business Only fop Receipt # Business Type: GENERAL CONTRACTOR Business Opened: State /County /Cert/Reg: Exemption Code: Machines 0000000000 0000002700 0000001800006102 1001 0 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED 2009 - 2010 This Receipt Must Be Posted In A Conspicuous Place Business Tax Receipt ' 9 To Sep 3 Is Hereby Engaged In The Business, TOWN OF PEMBROKE` P Profession or Occupation Of 3150 S.W. 52nd Avenue GENERAL CONTRACTOR/REMODELING Pembroke Park, Florida 33023 ate = °f M � qS 'II' i' lllilll II 1 111111111 Vending Tvpe: This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or municipality planning and zoning requirements. This Business Tax Receipt must:•= o.e transferred when the business is sold, business name has changed o.0 =;yoKp have moved the business location. This receipt does not indicate the the. business is legal or that it is in compliance with State or local laws-;and regulations. Receipt No 10 -1, Accou . 1 ' , 052 F ee $ Del. Penalty $ 1 /2 y ear ;: �I ll Da Paid : =(7 AI CE: In the event the - :business for wl h ` rece pt was issued cha hands, said receipt may be transferred within 30 days of such change or will become null and void A ll personal tax due on said busi must be paid b efore such transfer will be I , 1 180- 0006102 02/09/01 CGC 060569 NON EXEMPT Professionals 105.00 BUSINESS NAME AND ADDRESS: F & F CONSTRUCTION SERVICES INC 2617 S PARK RD HALNDLE BCH FL 33009 -3815 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 EFFECTIVE DATE: 10/09/2008 EXPIRATION DATE: 10/09/2010 PERSON: FINKELSTEIN ERIC S FEIN: 650913972 CUT HERE 08 - '7 - 2008 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENS ' TION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Comrensation law. IMPORTANT: Pursuant to Chapter 440 . 05114►, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112►, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113►, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 10/09/2008 EXPIRATION DATE: 10/09/2010 PERSON: ERIC S FINKELSTEIN FEIN: 650913972 BUSINESS NAME AND ADDRESS: F & F CONSTRUCTION SERVICES INC 2617 S PARK RD HALNDLE BCH, FL 33009 -3815 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt... apply only within the scope of the business or trade listed on E the notice of election to be exempt. R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 * Carry bottom portion on the job, keep upper portion for your records. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 07/14/2010 113 101 Street Miami Shores, FL 33138- 1132060131910 Block: Lot: GIL & DEANNA GREEN Owner Information Address Contractor(s) Phone CeII Phone F&F CONSTRUCTION SERVICES INC (954)454 (305)525 - 1427 Type of Work: WINDOWS & DOORS No of Openings: 34 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Reversal Fee Technology Fee Total: El Amount $16.80 $5.60 $440.00 $18.00 ($50.00) $22.40 $452.80 n Aj thorized Signature: Owner / Applicant / Contractor / Agent Buil is g Department Copy January 15, 2010 Phone Invoice # WS -12 -09 -36715 WS -12 -09 -36715 Check #: 2850 Total Amt Paid Amt Due $ 452.80 $ 402.80 $ 452.80 $ 452.80 $ 0.00 Date Cell GIL & DEANNA GREEN 113 101 Street MIAMI SHORES FL 33138 -2320 Valuation: Total Sq Feet: $ 28,000.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment i In consideion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining reto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting'�tlils permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fa PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERSFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionnand zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 15, 2010 1