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WS-13-1673
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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JUL 26a63 RY..®®®m®.... 4aAomo4� FBC 20 Permit No. an j 1(c) � Master Permit No. ROOFING JOB ADDRESS: N a Al lot 5-1—a �— ,gip City: Miami Shores County: Miami Dade Zip: 331 Folio/Parcel#: jj_- �2o S- O aq – t2 3®-0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): k_&lf � �tiJ P�� h Phone#: A.1 A- ___ /Ulf A];;/1?/ <ir- ® � P City: I Es >r�� State: Zi 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: _A _ a& (/� Phone#: Address: 7"l 0a //6/N 3"a jiyyv� City: _�SlitMo State: ��� Zip: Qualifier Name: State Certification or Retstration #: Certificate of Competency #: es Contact Phone#: P ( Email Address: 1 4 �A/® C691"? DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 3, Z- 41o Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: i`' vP -0-4 4.ei' ,e® Z % nv.�_ .� a�rl P Color thru tale: x���+xa�.x�*x.x�x������x����x��x������x��xx��xx��x�����Fees��xx��x��x��x�x�x�x�+���x��xa��x�x��xw�m��������x���a������x�x�• Submittal Fee Scanning Fee $ Notary $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Bond $_ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $_ ` Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WEL',S, 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 a chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe�'tion w ch oc urs seven (7) days after the building permit is issueq�. In the absence of such posted notice, the inspection will nit be ap oved and a reinspection fee will be charged. /� Signature ; Signatu Owner or Agent The foregoing instrument was acknowledged before me this M day o: AO— , 20 , by Adv ,/6a bA xf k , who is personally known me or who has produced As identification and who did take an oath. NOTARY Sign: Print: Contractor The foregoing instrument was acknowledged before me this P� ®� day of , 20���pp , by A °tom, who i ersonally knownme or who has produced _ as identification and who did take an oath. NOTARY Print: My Commission Expires:&.1-,-vZ 1A •MMfSJ' ,yrs u FE85807g My Commission E: •'tES .a..,ary06,2017 H07)39"13a :,.wr�.ww Jr+Mci•COA APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) a ARMANDO J AL.VARR W COMMISSION 0 R8680M E)MMS January 06, 2017 Zoning Clerk CFN: 20130647644 BOOK 28775 PAGE 4323 DATE:08/16/2013 09:20:16 AM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY NOTICE OF COMMENCEMENT A RECOPM0 COPY MUST BE POSTED ON TRE JOB SITE AT TIME OF FIRST /INSPECTION PERMIT NO 0 ®' TAX FOLIO NO. ` - 7 /► '�S' L'� 7 L 3 Z''© STATE OF FLORIDA COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following it -formation B provieed in this Notice of Commenoernent. rhis Notice of CoMirmwA nt should be recorded at The Clark of Courts Miami-Osde County Igcorder Courthouse East, 22 NW First Sbeet, tot Floor, Miami, FL 33128 I Legal description of property and titreeUaddress: <.t f 4.", �' "Z 2. Description of improvement: ._ 3. Owners) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: r ; !1 ,I cy rt_ �S 5 Surety: (Payment bond required by owner from cuntrddor, if any) Name and address: Amount of bond $ 8 Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8 In addition to himself, Owners designates the following person(s) to receive a copy Of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expi a of this Notice of Commencement: (the expiration date is t year from, the date of recording unless a d" t da s specified) Si ure of Owner f �r L:r� 3 31 7 Print Owner's Name ('0whel Prepared by 6' 11, lr/P Swom to and subscribed be r me day of 20 Notary Public Print Notary's Name Ill y commission expires: ,;A;iL. (2wm&,Luna J ALVAREZ STATE OF FLORIDA, COUNTY OF DADE t 14EREBY CERTIFY th.--t 0* is a atom e61-11nmXhW Of HARVEY RU'ViN, G K,a<� (,ot�tp Gourd pY it - D.C. Mb Commu WN M EEESM78 EXPMAES Jlerewy OIL 2017 a � n r A 10 CAWind Version 2.1..9..4 ASCE 7-10 Developed by MECA Enterprises, Inc. copyright 2013 www.mecaenterprises.com Date 6/11/2013 Project No. 2013.253 Company Name OCEAN DOORS AND WINDOWS Designed By AA Address 7258 NW 70 ST Description INSTALL WINDOWS & DOOR City MIAMI Customer Name OWNER State FL 33166 Proj Location 1411 NE 101 ST File Location: C:\Users\Armando\Documents\Afe Work\Plans\Ocean Doors and Windows\2013.253 1411 NE 101 ST\CALCULATIONS.wnd a 2 1 3- _ ,L , 1 RDof not 1 � I t 1 A shownt I r t 451. 2,311221 112 t J I ! 1 15 5 t 7 t t � _I 1 ► ' i 1 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- W1 6.16 4.16 25.6 4 0.93 -1.03 45.63 -49.75 D1 3.08 7.00 21.6 4 0.94 -1.04 46.18 -50.30 M 6.16 4.16 25.6 4 0.93 -1.03 45.63 -49.75 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd J. r 1.03 41.19 psf T11-6-f(t, MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by AXCA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 6/11/2013 Project No. 2013.253 Company Name OCEAN DOORS AND WINDOWS Designed By AA Address 7258 NW 70 ST Description INSTALL WINDOWS & DOOR City MIAMI Customer Name OWNER State FL 33166 Proj Location 1411 NE 101 ST File Location: C:\Users\Armando\Documents\Afe Work\Plans\Ocean Doors and Windows\2013.253 1411 NE 101 ST \CALCULATIONS.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 4.29 : 12 Slope of Roof(Theta) = 19.65 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 4.00 ft Roof Area = 1189.00 ft^ 2 Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 20.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.50 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 540.11 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems a MIAM MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.gov/cera/ ES -Windows, LLC 10653 NE Quaybridge Ct. Afiami, 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 and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami --Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product oar material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: 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 03/05/12 w/ revision 'T", signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered anter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0825.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MEA cu+s� NOA No. 12-030&37 E Zti lZ Expiration Date: September 16, 2014 5 Approval Date: May 31, 2012 Page 1 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 02/24/12, signal and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. OSS -0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signal and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I.", approved on 11/10/09 and expiring on 09/16/14. 5Qk:Z��� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVEp IMPACT AND NON—IMPACT RESISTANT PRODUCTS. TANGULAR ALUMINUM TUBE MU X_—MULUDN_P_ROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HUGH VELOCITY HURRICANE ZONE (FIVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E., WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER (AADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASI: MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ErC.). 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORDA BLDG. CODE SECRCN 2003.&4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP I DETERMINE DESIGN LOAD RMUI ED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI—DADS COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH .SSP 4 DESILN! RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 8 THRU 8 AND ANCHOR CHARTS STEP ON ETET4THE DESIGN LOADS SPECH7ED INSELECT ANCHOR TYPE WITH DESIGN STEP RATING ORETHANABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOCR APPROVAL FOR FASTENERS SIZES AND SPACING It T Endn JAVAD AHMADCIVIL ,U gs�0 FLA E 7002 BtdldkN; �7 CAN. 3838 ,fit "°"'Pm"ceN°` r • 20/x' / Ns 5 MMtni CoaGol Browing no. M04-04 [u1AR 0 6 2012 sheet lof 8 1.000 r --.125 1.000 ,.128 .1a5 4.000 3.000 .125 LIL --- i Ll L --j 1 X 3 1 X 4 STD. MULLION STD. MULLION 6063 -TS 6063 -TS .126 2.00 2.000--d Ed. Ed. Mel. DOE DIST. 1/2' FOR 1/4' WA, ANCHORS 5/8' FOR 5/16' DIA. ANCHORS ANGLE CLIP 6063 -TS NOTCH OPTIONAL 1/2' TW. Ed - MW. EM DIST. Ed. 1/2' FOR 1/4' OUT. ANCHORS 6/8' FOR 5/18' 010. ANCHORS MULLION CLIP 6063 -TS .336 125 3.000 .338 1 X 3 CUSTOM MULLION 8083-T6 4. -�{ 1.000 .323 4.000 .125 .323 1 X 4 CUSTOM MULLION 6063 -TB 2 X 3I 2 X 4 STD, MULLION STD. MULLION 6063—TB 6063—TB NOTCH OPTIONAL 1/2' TTP. Ed • MIN. EDGE DIST. o 1/2' FOR 1/4' DIA ANCHORS o 8/8' FOR 5/18' DTA ANCHORS Etl. MULLION CUP 1083-T6 2 X 5 STD. MULLION 6063 -TB 125 8 2 X 6 STD. MULLION 6063-T6 25 B 2 X 6 HEAVY MULLION ..I. AHMAD Hl" es oao�plylniwNlQre 0 �' .�J� Hit! i BdIIdMg � drowing no. M04-04 MAR 0 6 2022 $heat 2 of 8 DESIGN LOAD CAPACITY - PSF 4 WIAIDOII DIEAS. 1 X 9 I 1 X 4 C2 3 zs-1/2• 37" 42' 48' 38-3/8- 54" 80° es° 12- 19-1/8. 28-1/2° 3O' 37' 42° 48" 50-5/8• 54• 8o° 68° 7 2" 19-1/8° 28-1/2" 30° 37° 42' 48° g8° 54" 80° 66• 72' 19-1/8° 26-1/2- 30" 37° 42• 48' 63' 5a" ss• 2 X 6 1 2 X 8 ALL LOADS ARE EXT.(+)/INT.(—). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) .ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. CHORS TYPE ALLANTUBE MULLIONS. AND 'C' APPLICABLE TO MULLIONS ARCHES TO BE MSCI SM MM RECTANGULAR SHAPE rHOPo Ow& MUU= �� (RA2MC M OWNS 0LA7.M0 PRODUCT PRO=T 3 MOM= rHOPo Ow& MUU= �� (RA2MC OWNS 0LA7.M0 PRODUCT PRO=T Wt 1 w2 I MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) wf 2 w2 2 I 9 ro r� drawing no. M04-04 sheet 3 of 8 11 DESIGN LOAD CAPACITY - PBF WINDOW DIME. VERTiCJ4. MUU.tON ANCHORS TYPE WIDTH (W) NULL SPAN A WINDOW DIMS. C ,ANCHORS TYPE E 19-1/8° 28-1/2° 30° 37' 42` 48° 94° 80' 88" 72° T4-1/4" 118A 180.0 180.0 190.0 190.0 83,7 190.0 108.9 190.0 190.0 74.0 137.1 88.2 180A �14„v 80.0 111.1 76.0 190.0 WIDTH (WJ NULL SPAN A H C D E 133.8 37.0 889 48.7 88.2 120.2 33.8 82.3 43.7 87.4 108.3 30.8 97.1 40.1 80.2 100.2 19-1/8° 26-1/2" X. 37° 42° 48" 54° 80' 86° 72' 84° 102,5 150.0 133.4 190.0 180.0 l9-t/a• tso.o 790.0 150.0 150.0 180.0 48.T 88.9 80.7 1215 150.0 40.9 79.7 93.1 108.3 132.9 38.3 87J 47.2 84.8 118.1 32.7 80.8 42.5 88.0 108.3 29.7 95.1 38.8 77.3 98.8 27.2 80.8 35.4 70,9 88.8 Is -1/e° ze-1/2• JO° 37" 42° 48° 84' 80° 88` 72" 88' 28-1/2" 190.0 190.0 1�.0 180.0 190,0 19a.o 972 108.0 74.4 1489 190.0 48.4 89.9 80.3 120.8 190.0 40.9 79.7 53.1 108.3 132.0 35.8 B8J 48.9 9J.0 118.3 319 58.8 41.3 82.7 103.3 28.8 97.0 372 74.4 �� o JO° 3T 143.1 718.0 190.0 150.0 190.0 150A 190.0 190.0 190.0 190.0 147.8 103.7 1�,0 190.0 97.8 708.7 74.8 1441.7 190.0 509 94a 86.1 132.J 150.0 41a 78.4 53.8 107a 134.1 38.3 87,3 472 94,5 118.1 319 SB.B ai,3 82.7 7 9 28.2 52.3 38.7 735 91.9 190.0�°43.8 80.8 98.7 141.739.8 73.4 91.8 728.872' 36.3 87.3 47.2 118.1 aa• 1oz.z 1sa.o 13a9 190.0 150.0 R 46° 38-3/8° 89.4 190.0 178.3 190.0 180.0 U. 78.8 147.3 103.4 190.0 190.0 n 80° se• 71.9 sao 192.8 1za5 93.1 ea.s 190.0 1so.o 190.0 1so.o a 72° 98.8 1105 77.6 180.0 180.0 a y0 19-1/8° 190.0 190.0 750,0 190.0 190.0 V 28-1/2' 122.8 190A 190.0 190.0 190.0 30° 1085 190.0 141.1 190.0 190.0 ILI �V� 37° 87,9 190.0 174.4 190.0 190.0 42' 77.9 143.8 100.8 190.0 190.0 46" SO -8/6° 879 125.8 88.2 790.0 190.0 94° 60.3 117.7 78.4 180.0 180A 80° 94.2 100.8 70.9 141.1 190A to 88° 49.3 91.4 84.1 128.3 180A O 7z• 4s.2 BJ.a sss 1n.a tato J 1e -1/a" 1486 190.0 1soo ISO.o ISO.o 7 q ze-7/2` 1az2 160.0 739.4 Iso.o 190.0 30° 84.7 190.0 123.1 190A 190.0 W 37 42° 78.6 67.8 142.3 129.3 885 88.0 190.0 190.0 190.0 190,0 a�C�C 48° g9° 99,2 109.9 77.0 190,0 180.0 ^Ma 94° 92.8 97.9 86.4 138.8 190.0 Z_ Z ; 80' 47.3 87.7 81.8 123.1 190.0 •�Z�.y.7 88° 72' 43.0 39.4 79.7 73.1 58.0 St.3 111.9 102.8 139.9 728.3 Q ltjs V 19-1/8° 138.7 190.0 190,0 IB0.0 180.0 HORIZONTAL MULLION N 28-1/2' 98.7 15a0 128.3 190A 190.0 ANCHORS 30' 37° B7a 70.7 180.0 131.0 113.4 91,8 190.0 190.0 190.0 190.0 TYPE A.8.CA OR E TYPE AS,CA CRE ARMS TO BE INSCRISED INSIDE RECTANGULAR SHAPE 42° 48° 8J• 82.3 949 119.4 101.0 81.0 70.9 190.0 141.7 150.0 15D.0 gg 84° 48.4 89.7 83.0 L126.0 �i3 ALL LOADS ARE EXT.(+)/INT.(-). ANCHORS ANCHOR A9.a0 OR E m zy yg«{ NOTE: AACJ) OR E wt @ P >$ FJ ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. TYPICAL MULLION ARRANGEMENTS EW. JA UCTRIEVnED P w titeFrodda (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) FLA. g 7age� CNu �� WIDTH (W) a wt 2 W2 CAN, 3838Dow 'D' 'E' ANCHORS TYPE 4", 5" AND AND APPLICABLE 6" TUBE MULLIONS. TO C? drawing no. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ANCHORS 8201' M04-04 ALL TUBE MULLIONS. v sheat 4 of Q DESIGN LOAD CAPACITY - PSF WINDOW DIME. VERTiCJ4. MUU.tON ANCHORS TYPE WIDTH (W) NULL SPAN A H C D E 19-1/8° 28-1/2° 30° 37' 42` 48° 94° 80' 88" 72° T4-1/4" 118A 180.0 180.0 190.0 190.0 83,7 190.0 108.9 190.0 190.0 74.0 137.1 88.2 180A 1!30.0 80.0 111.1 76.0 190.0 190.0 82.8 87.9 88,7 137.4 150.0 48.2 85.7 BO.t t202. 150,0 41.1 78.1 93.4 108.9 133.8 37.0 889 48.7 88.2 120.2 33.8 82.3 43.7 87.4 108.3 30.8 97.1 40.1 80.2 100.2 19-1/8° 26-1/2" X. 37° 42° 48" 54° 80' 86° 72' 84° 102,5 150.0 133.4 190.0 180.0 74,0 137.1 98.3 150.0 150.D 88.4 121.1 85.0 150.0 190.0 93.0 98,2 SB.g 137.8 180.0 48.T 88.9 80.7 1215 150.0 40.9 79.7 93.1 108.3 132.9 38.3 87J 47.2 84.8 118.1 32.7 80.8 42.5 88.0 108.3 29.7 95.1 38.8 77.3 98.8 27.2 80.8 35.4 70,9 88.8 Is -1/e° ze-1/2• JO° 37" 42° 48° 84' 80° 88` 72" 88' 99.7 150.0 ua.7 190.0 190.0 sag lzao baa t�.o 19a.o 972 108.0 74.4 1489 190.0 48.4 89.9 80.3 120.8 190.0 40.9 79.7 53.1 108.3 132.0 35.8 B8J 48.9 9J.0 118.3 319 58.8 41.3 82.7 103.3 28.8 97.0 372 74.4 93.0 26.0 4Ba 33.8 87.8 84.9 239 44a J1.0 82.0• 77.5 t8 -t/8° 28-1/2` JO° 37' 42' Q. 94° 80' Be 72" 108° 799 147.8 103.7 1�,0 190.0 97.8 708.7 74.8 1441.7 190.0 509 94a 86.1 132.J 150.0 41a 78.4 53.8 107a 134.1 38.3 87,3 472 94,5 118.1 319 SB.B ai,3 82.7 103.3 28.2 52.3 38.7 735 91.9 190.0�°43.8 80.8 98.7 141.739.8 73.4 91.8 728.872' 36.3 87.3 47.2 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIME. VERTiCJ4. MUU.tON ANCHORS TYPE WIDTH (W) NULL SPAN A H C D E 19-1/8° 28-1/2° 30° 37' 42` 48° 94° 80' 88" 72° T4-1/4" 118A 180.0 180.0 190.0 190.0 83,7 190.0 108.9 190.0 190.0 74.0 137.1 88.2 180A 1!30.0 80.0 111.1 76.0 190.0 190.0 82.8 87.9 88,7 137.4 150.0 48.2 85.7 BO.t t202. 150,0 41.1 78.1 93.4 108.9 133.8 37.0 889 48.7 88.2 120.2 33.8 82.3 43.7 87.4 108.3 30.8 97.1 40.1 80.2 100.2 19-1/8° 26-1/2" X. 37° 42° 48" 54° 80' 86° 72' 84° 102,5 150.0 133.4 190.0 180.0 74,0 137.1 98.3 150.0 150.D 88.4 121.1 85.0 150.0 190.0 93.0 98,2 SB.g 137.8 180.0 48.T 88.9 80.7 1215 150.0 40.9 79.7 93.1 108.3 132.9 38.3 87J 47.2 84.8 118.1 32.7 80.8 42.5 88.0 108.3 29.7 95.1 38.8 77.3 98.8 27.2 80.8 35.4 70,9 88.8 Is -1/e° ze-1/2• JO° 37" 42° 48° 84' 80° 88` 72" 88' 99.7 150.0 ua.7 190.0 190.0 sag lzao baa t�.o 19a.o 972 108.0 74.4 1489 190.0 48.4 89.9 80.3 120.8 190.0 40.9 79.7 53.1 108.3 132.0 35.8 B8J 48.9 9J.0 118.3 319 58.8 41.3 82.7 103.3 28.8 97.0 372 74.4 93.0 26.0 4Ba 33.8 87.8 84.9 239 44a J1.0 82.0• 77.5 t8 -t/8° 28-1/2` JO° 37' 42' Q. 94° 80' Be 72" 108° 799 147.8 103.7 1�,0 190.0 97.8 708.7 74.8 1441.7 190.0 509 94a 86.1 132.J 150.0 41a 78.4 53.8 107a 134.1 38.3 87,3 472 94,5 118.1 319 SB.B ai,3 82.7 103.3 28.2 52.3 38.7 735 91.9 29.4 47.1 33.1 88.1 82.7 23.1 429 Sat 80.1 78.2 21a 39.3 27.8 85.1 88.9 DESIGN LOAD CAPACITY - P8F WINDOW DIMS. VERTiCJ4. MUU.tON ANCHORS TYPE WIDTH (VYJ NULL SPAN A H C D E 19-1/8° 28-f/2° 30' 37• aa° 48" SM1" Ho° 88' 72° 120° 71,1) 133,0 93.4 180.0 190.0 91,8 88.0 87.4 134.8 150.0 48.8 84.8 595 119.0 148.8 37.1 88.8 48.3 96.5 120.8 32.7 80.8 42.5 89.0 106.3 28.8 83.0 37.2 74.4 93.0 25.4 47.1 33.1 88.1 82.7 22.8 42.4 29.8 88.9 74.4 20.8 38.5 27,1 94.1 87.8 - 35.3 249 49.8 82.0 19-1/B• 28-1/2° M. 37' 42' a8' 84° 80° es` 7a° 132° 85.3 120.9 849 180.0 180.0 47.7 87.3 81.3 122.9 190.0 41.8 77.1 84.1 108.2 198.3 33.7 82.9 43.9 BTJ 108.7 28.7 59.1 389 77.3 96.8 28.0 48,2 339 87.8 845 23.1 42.8 30.1 80.1 75.2 20.8 J8.8 27.1 64,1 87.8 - ss.o 2a.6 ae.z s1.s 32.1 225 49.1 88.4 19-1/8° 28-1/2` 30° 37° 42' 48' 9M1' 80' 88' 72° 144" 989 1109 77.8 190.0 190A 43.2 80.0 982 112.3 140.4 38.1 70.7 48.8 992 124.0 30.9 57.3 40a 80.4 100.9 27.2 80.8 J5.4 70.8 88.8 23.8 442 37.0 82.0 77.5 21.2 39.3 27.8 88.1 88.9 - 35.3 249 49.8 82.0 - 32.1 225 45.7 88.4 29.4 20.7 4t.3 51.7 Q6AZIN0 PRODUCT IRAZNIO PRODUCT VERTiCJ4. MUU.tON z F�CU�Ci PRODUCT Q6AZIN0 PRODUCT IRAZNIO PRODUCT �ETAA. �t OIAZII•Rt PRODUCT NUWON SPAN _� 1/4' DIA ULTRACONS 2 PER CLIP (1 ON EACH WWG) 1/4' DW ULTR CLIP 1,1 ON EACH 1/4° DIA ULTRACONS "ANGLE ° Ng VG CLIP II FIT Rom MULL I ®14SNS Ill 1-3/4" O.C. MIN. 2 PER ANGLE .i IOD BUCK OR TRUCTTUURE ANCHORS TYPE 'A' 1/4" DIA ULTRACONS 1 PER ANGLE -1 CUP INSIDE MULL 814 SMS 1-3/4° O.C. MIN. 2 PER ANGLE 2 X 2 X 1 W ALUM ANGLE 2 X 2 X 1 ALUM ANGLE 1/4' DIA. ULTRACONS 1/4' DIA. ULTRACONS U 4 PER CUP (2 ON EACH WWG) "AINGLE 1 L j,' 1 BY BUCK II FLOARNG CiJP 11 1 1 SNUG Fff XdS10E NULL I I 2 X 2 X 1 /8' 6< WOOD IlII J I I I I 814 SMS U U ALUM ANGLE ca f O.C. hRN. I —R A- 2 PER ANGLE I I list 1/4' M ULTRACONS 1/4' DIA. ULTRACONS Z D 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE � � a Jm I 7 a t0 tPO7 � � I I I I Z Q Z$ J JJJ__ ________ 411. 1i Z la. I j ' 11J1 2 BY tr�l WOOD BUCK FLOATING CUP SNUG FR INSIDE MULL 1 I I I I 2 X 2 X 1/8' ALUM ANGLE a N N ... (L� sNs 1-32aPA-ASM I 1 i I I 1 ANCHORS TYPE '8' PR)D=R13MM orbs WDatn+mo>iaa 1/4° DIA ULTRACONS BY MG. Acaytauw"0 ULTRACONS MAY BE HEX OR FIAT HEAD / /L�• SUBSTRATE Ed. - MW. MOE DIST..EMBEDMENT WOOD 1' B' T BLOCK 2 -Cl 1/2° 1-1/4' E4r JAW CONCRETE 2-1/2° 1-1/2' FIA PE CAN ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WRH ALKALI -RESISTANT COATINGS, SUCH AS BRUMPIOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 0A LIN! drawing n0. M04-04 1/4. DIA. ULTRACONS 1/4'. DIA ULTRACONS Ed. 2 PER CLP (I ON EACH WING) 1 PER ANGLE ° • 'NIN. i i II II I 1 Li FLOATING cup� --- i I' 2 X 2 SNUG m Or MULL 11 I I % 1 8' ALUM ANGL� I I 1-3/4` O.C. MIN. I ! ! 2 PER ANGLE ! • a° AGN: , _1/a• Gw. uLmacoNs 2 PER CUP (1 ON EACH WING) 1/4' GIA ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) MIq'I :•. �pVI h RP U LJ ------------- Y .I I, nffenw CUP INSIT 4 LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V APPLICABLE FOR 4", 8" AND 6" TUBE MULLIONS PRoD�mytyrmREwuumeVIISW m�aG ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY 70 MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ANCHORS TYPE 'C' R OQ�Q12 1 08 z � 9 n cy 4 z z 0 DO gC4 Z Z $ `� �z� " d drowittg no. M04-04 sheet 6 of $ 1/4` DUL. ULTRACONS 13Y'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD owe 821-1 ACW[ tl0No 8�� I�. Itrol EW.A,.AHYA CNR FL� SUBSTRATE Ed.. MIN. EDGE DIST. IAIN. EMBEDMENT WOOD 1` 'i1-3/8` BLOCK 2-1/2` 1-1/4` CONCRETE 2-1/2- ' 1-1/2' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY 70 MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ANCHORS TYPE 'C' R OQ�Q12 1 08 z � 9 n cy 4 z z 0 DO gC4 Z Z $ `� �z� " d drowittg no. M04-04 sheet 6 of $ I p r I 5/18' DIA ULTRACONS 5/16° Ow ULTRACONS Ed.7LP CLIP (2 ON EACH WING) 2 PER ANGLE 02 MIN. `t .a. .. > ILII 1 AWM2ANGLE totlt i I I f 1 Q 4 h---------------11 -FLOATING CLIP o I 1 I SNUG FIT INSIDE MULL "i I 1 I I I I 4 PEV ANGLE I '� I I I I 1 I J 1 I I I 1 I U! I I t 0 'I I + i i In 1/2'(2) � i g C4 3" n 1 _Z z$t� i 3' i g 9z q1 LOCATION OF SCREWS CONNECTING (� ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS I I K u c w n 8/16' OAA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD ngr,-d VAD AHMW •u g SUBSTRATE Ed. o MIN. EDGE GIST. MIN. EMBEDMENT CNII�L m .t i3 CONCRETE 2-1/2' 1-3/4' PR.OBUCTRBNS® CAA i � a �wmptyi>�wltbtLaFlmtda 9$t � aft ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS.CLIPS BuBdI�COANGLESBE PROCTED Bo ,,, WITH p"ALI RESISTANTNECTED COATII G SUCH AS 8MH0OUSDIRECTLY TO CONCRETET PAINT ORS O . 7 d'r/ovin ffIE g n0. WATER-WFMETHIM ACATE IACOUER. _ , • q O 'toll IY104-04 �( sheet 7 of g SEE CHART FOR OLIANTI114 TIES 1 TIME MULLION #10 FM SMS 2/ SIDE 1/8' THICK ALUM CHANNEL 1 LENGTH TO FR SNUO I INTO MULLION j I ' TUBE MULLION I 4 :HED N INSTALLATION ASSEMBLY X�14 FH SMS ACCESS HOLE, T 2' O.Cp.IHMpIN. FOR QUANflTIES—\ pTTy pLLEOMEW CAN IN � I �A10 FH SMS j I DIRECTION �p 3 PER CLIP w I 1' O.C. MIN.. I 1 I I I 1 I I 1 1-3/4' X 2' X 1/8' (FOR2BY TUBE 3/4' X 2' X 1/B' FOR (18Y TU CUT TO FR SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION ®14 SMS SUBSTRATE lEd. = MIN. EDGE DIST. MIN CL TO CL SPACWG ALUMINUM 8/S' 1/2' i �I pito cTRBVmo as comAyinsadlhDmift ft A', dD 2-a30ep. /20141)7 xY p 1 q 6 VNI 0 F �o n a Q� �$tiE U Z O J � 7 f cm Lu m Sol g 3z�� V cm � 3 drawing no M04-04 sheet 8 of $ M®�� MIAMI-DADE COUNTY, FLORIDA * PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc,�wwJpera! 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 and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami --Dada County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 112000/ 2050" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series -2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1 through 9 of 10, dated 08/27/03 with revision "G" dated 05/15/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, models/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1008.06 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12--0223.46 Munrry Expiration Date: November 06, 2013 �.(gA4 Approval Date: 11+Iay 24, 2012 2b lZ Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03--0910.02, 07-0928.13, 08-0527.13 and 09-1008.06) 2. Drawing No. W03-75, titled "Series 2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1 through 9 of 10, dated 08/27/03, with revision "G", dated 05/15/12, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" sliding window, Grade 10, Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-1008.06) 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, Type "A -A" sliding window, Grade 10, Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"338 and FTLr-5475, dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0527.13 and 07-0928.13) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A—A" sliding window, Grade 10, Level LV 1 per ASTM F 588--04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-0910.42) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.0.1 issued.to E.L.DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E-2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010, dated 12/08/11, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, .E.S. Windows -- Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. 3. Laboratory compliance letter for Test Report No. FIT, -5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-4008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 09-4 408.06) S. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc.; dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA's No.'s 08-0527.13 and 07-0928.13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06//16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 00910.02) G. OTHERS 1. Notice of Acceptance No. 09-1008.06, issued to ES Windows, LLC for their "Series 2000 Aluminum Horizontal Sliding Window — L.M.I.", approved on 12/30/09 and expiring on 11/06/13. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0223.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E-3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. RIES-2000/2050 ALUM H RIZ. SLIDING W DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 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 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 UMMED TOSTEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. a' MAX HEAD/SILL CORNERS u�i n go L� J I'm WINDOW WIDTH 10' MAX. A HEAD/SILL II 1 I ii II II I 1 O.L OPO. II II 1 I li D 4 1� VENT WIDTH 4 l _�i TYPICAL ELEVATION SERIES 2000 1l �I C___�L 1r. J _ I� I L_ --- _- II 4 li it li it 11 II II II 11 II 8 II h it I, ,t sEyHlar 4 33 1/2° 33 3/8° D.L. OPG. D.L. OPG. O.L OPO. 37 5/8° 37 S/8' VENT WIDTH VENT WIDTH TYPICAL ELEVATION SERIES 2000 PRODILICT EVISED asaavf aga86dwvWdda A � IZ-OZZ3,�� FALSE MUNRNS �--(SURFACE APPLIED) MAY BE USB) ]LAMINATED GLASS LARGE MISSILE IMPACT a ego QQ�h r N wN i ? N 0 B droving o W03-75 1/8" ANN. GLASS _.090' INTERLAYER SENTMLS BY 'DUPONT' I/8" ANN. GLASS HEAT STREN'D. GLASS 1" INTERLAYER TRYGIAS BY 'DUPONT' 1/8' HEAT STREN'D. CLASS SILICONE [-DOW CORNING 795 GLASS TYPE 'Al' -1/8' HEAT STREN'D. CLASS .090" INTERLAYER BIiTACTTE AVB BY 'OUPONT' �1/8' HEAT STREN'D. GLASS SILICONE rDDW CORNING 795 GLASS TYPE 'Bl' SILICONE DOW CORNING 795 9 3/18' ANN. GLASS .090" INTERLAYER SENTRYGUS BY 'DUPONT' 21 SILICONE DOW CORNING 795 q p i Ip II a GLASS TYPE 'A' CLASS 1/8' ANN�/. .09ERLAYER BUPYB BY 'DUPONT' ANN. GLASS SILICONE DOW CORNING 795 = YA n a HEAT STREN'D. GLASS 1" INTERLAYER TRYGIAS BY 'DUPONT' 1/8' HEAT STREN'D. CLASS SILICONE [-DOW CORNING 795 GLASS TYPE 'Al' -1/8' HEAT STREN'D. CLASS .090" INTERLAYER BIiTACTTE AVB BY 'OUPONT' �1/8' HEAT STREN'D. GLASS SILICONE rDDW CORNING 795 GLASS TYPE 'Bl' -8/32' HEAT STREN'D. GLASS GLASS TYPE 3/18' ANN. GLASS .090" INTERLAYER SENTRYGUS BY 'DUPONT' 3/18° ANN. GLASS SILICONE DOW CORNING 795 HEAT STREN'D. GLASS 1" INTERLAYER TRYGIAS BY 'DUPONT' 1/8' HEAT STREN'D. CLASS SILICONE [-DOW CORNING 795 GLASS TYPE 'Al' -1/8' HEAT STREN'D. CLASS .090" INTERLAYER BIiTACTTE AVB BY 'OUPONT' �1/8' HEAT STREN'D. GLASS SILICONE rDDW CORNING 795 GLASS TYPE 'Bl' -8/32' HEAT STREN'D. GLASS .090" INTERLAYER BUTACTTE PY8 BY 'WPONT' i/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 785 5/32" HEAT STREN'D. CLASS _.080" WTERLAYER SENTRYGLAS BY 'DUPONr f/8' HEAT STREN'D. GLASS SILICONE rDOW CORNING 795 SILICONE DOW CORNING 795/983 0 SILICONE 795/983 a S ii iI i� II u I � 98 ii I. i; Ij i : . I III II II i; jl 14 I: 5/18" LAM. GLASS 7/18" LAM. GLASS O NG OPTION t( ALT. GLAZI NS 4 TI SQUARE GLAZING STOP CAN BE USED WITH ALL �' GLASS TYPES SHOWN ON THIS SHEET. a _F1 I ll� - PROM=RHVNW Acco12 Eiar.l ., ..ter ..a GLASS TYPE1 fmni F ! �- GLASS TYPE drawing no. W03-75 lheetl.lof g DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2060 W=OW DIMS. STD. MTG. RAIL (FRAME SILL •1, 2, 9 & 4) SEE DETAILS BELOW FOR EM(+) LOAD LIMITATIONS R.D. MTG. RAIL SILL 'S & 4)** GLASS TYPE 'Al' GLASS TYPE 'Al' GLASS TYPE '111' GLASS TYPE 'A' GLASS TYPE 'B1'GLASS TYPE 'D' CLAW TYPE 'D' A GLASS TYPE 'B' CLAW TYPE 'C' GLASS TYPE '$' WIDTH I HEIGHT EXT.(+) WT.(-) EXT.(+) WT.(-) EXT.(+) Wi.(-) EXT.(+) IM.(-) 2S-1/2° 3 70.0 8D.0 70.0 $0.0 70.0 80.0 80.0 90.0 37` 26" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 83-1/8" (3) 0 70.0 so.0 70.0 90.0 70.0 60.0 00.0 90.0 74° 7 70.0 80.0 1 70.0 80.0 70.0 BOA 80.0 90.0 29-1/2' 3 70.0 60.0 70.0 90.0 70.0 80.0 60.0 90.0 37° 38-3/8` 4 70.0 80.0 70.0 90.0 70.0 80.0 SOO 90.0 53-1/8" (3) S 70.0 80.0 70.0 90.0 70.0 BOA 80.0 90.0 74' 7 70.0 $0.0 70.0 90.0 70.0 60.0 60.0 90.0 26-1/2" 3 70.0 80.0 70.0 80.0 70.0 80A 8D.0 90.0 37' 50-5/8° 4 70.0 Sao 70A 90.0 70.0 80A 80.0 90.0 33-1/8' (4) 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 74' 7 - 1 70.0 90.0 70.0 80.0 80.0 90.0- 26-1/2' 3 70.0 SO.O 70.0 90.0 70.0 80.0 80.0 90.0 �. 83° (5) 4 58.9 673 70.0 90.0 70.0 80.0 80.0 90.0 33-1/8° 5 42.6 48.7 70.0 86.6 70.0 SO.O 80.0 90D 74" 7 SD.O 90.0 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 38" 4 70.0 BOA 70.0 90.0 70.0 80.0 804 90.0 48" �Z) 3 70.0 80.0 70A 90.0 70.0 80.0 80A 80.0 BO' 8 70.0 BDA 70.0 90.0 70.0 80.0 80.0 90.0 72` 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 38" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 48' 36 6 70.0 BOO 70.0 90.0 70.0 80.0 60.0 90.0 60' 8 70.0 80.0 70.0 90.0 70.0 BOA 80.0 90.0 72' 7 70.0 $0.0 70.0 90.0 70.0 1 80.0 80.0 90.0 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 38° 4 70.0 80.0 70.0 90.0 1 70.0 80.0 60.0 90.0 Q. (4) 5 70.0 W.0 70.0 90.0 70.0 80.0 1 80.0 90.0 60' 8 70.0 SO.O 70.0 90.0 70.0 80.0 80.0 90.0 72' 7 1 70.0 80.0 70.0 00.0 70.0 80.0 80.0 90.0 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 36' a 4 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 48' 5 54.2 61.9 70.0 90.0 70.0 80.0 50.0 90.0 SO° 6 45.1 51.5 70.0 873 70.0 BDA 80.0 90.0 72° 7 - 70.0 1 78.7 70.0 78.7 80.0 90.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB N ♦1 STD. SILL WITHOUT RISER STD. Sat WITH RISER LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF ** SEE DETAILS OELOw FOR LXR(+) LOAD LIMITATIONS 1 HI -RISE SILL WITHOUT RISER H -RISE SILL WITH RISER LIMIT EXT.(+) LOADS TO 67.5 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF STD. MTC. RATL S-2050 H.D. MTG, RAIL 5-2050 PRW=REVISHD .o.mpbi gwiththeF16d99 R IS 12- 3.46 Acc* b9.IV8 0l3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CIlfi6 FLA. PC N / 78392 nO�Y arowing 00. W03-75 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 WINDOW DIMS. WINDOW DIMS. (1/3W) STD. MTI. RAIL (FRAME BILL •1, 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD UMHATDNS H.D. MTG. RAIL SILL -3 & 4)& GLASS TYPE 'A1' GLASS TYPE 'A1' CLASS TYPE 'HL' GLASS TYPE 'A' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE 'D' A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'B' WIDTH MEOW EXT.(+) WT.(-) EXI'.(+) INT.(-) EXT.(+) W7.(-) EXT.(+) WT.(-) 74' 108-1/4' 1i1' n. 7 70.0 80.0 70.0 90.0 70.0 80.0 ODA 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 108-1/4' 111" 38-3/8° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 ODA 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 80.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 108-1/4' 111" X) (4) 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 80.0 90.0 74' 108-1/4° 111° 83- 7 49.4 1 81.9 70.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 10 - - Bob mo 72' Be 96' toe' 24• (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 a 70.0 80.0 70.0 90.0 70.0 Bao 80.0 90.0 9 70.0 00.0 70.0 80.0 70.0 80.0 80.0 80.0 10 70.0 80.0 1 70.0 90.0 1 70.0 00.0 80.0 90.0 72' 84• 96' lob" 38" (3) 7 70.0 80.0 1 70.0 90.0 1 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 1 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 904 1 70.0 60.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 8a0 80.0 90.0 n' 1. 98' 108' 48° (4) 7 70.0 80.0 70.0 90.0 70.0 90.0 80.0 no 8 70.0 80.0 700 90.0 70.0 80.0 80.0 no 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 solo 70.0 80.0 80.0 90.0 12" 84° 98" low I 80' (5) 754.2 81.8 70.0 90.0 70.0 80.0 80.0 90.0 8 47.8 84.4 70.0 90.0 70.0 BDA 80.0 90.0 9 - 70.0 83.9 70.0 BOA 80.0 -lo no F 70.0 78.7 70.0 78.7 80.0 90.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER LIMIT EXT.(+) LOADS TO 532 PSF SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH I n � N N C2 •3 STD. SILL WITH RISER HI-RLSE SILL WGHOUT RISER LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 66.7 PSF 1 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 WINDOW DIMS. (1/3W) 0/341 (1/3H) GLASS TYPE 'A1' GLASS TYPE 'H1' Ti PE 'D' GLASS TYPE 'B' WIDTH HEIGHT SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH I n � N N C2 •3 STD. SILL WITH RISER HI-RLSE SILL WGHOUT RISER LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 66.7 PSF 1 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 WINDOW DIMS. M. MTC. RAIL (FRAME SILL *1, 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD UYWTAYIONS H.D. MTG. RAIL (SILL -3 & 4)* GLASS TYPE 'AL' GLASS TYPE 'A' GLASS TYPE 'Bl'CLASS A GLASSYPE T'H' GLASS TYPE 'C' GI6� TYPE 'D' GLASS TYPE 'A1' GLASS TYPE 'H1' Ti PE 'D' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) WT.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) 74' 106-1/4" 111" 26' (3) 7 70.0 80.0 70.0 90.0 70.0 BOA 80.0 80.0 10 70.0 80.0 70.0 ODA 70.0 80.0 80.0 90.0 10 - - - - I - - 80.0 90.0 74• 106-1/4' 111° 38-3/8' (3) 7 70.0 B0.0 70.0 BOA 70.0 80.0 80.0 90.0 10 - - 70.0 80.0 70.0 80.0 80.0 80.0 10 - - - - - - no 90.0 74" 50-5/8 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74' 7 - - - - - - 80.0 90.0 72" 14" 98° 109' 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 a 70.0 no 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 BOA 70.0 90.0 70.0 80.0 80.0 90.0 72' 84" 98" toe' 38' (3) 7 70.0 80.0 70.0 90.0 70.0 Bolo no 90.0 8 70.0 80.0 70.0 90.0 70.0 Bolo 80.0 90.0 9 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 10 - I - 70.0 90.0 70.0 80.0 ao.0 90.0 n' 84' 98' (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 9a0 70.0 80.0 80.0 90.0 9 - - - - - - no 9o.0 72° 80° (5) 7 70.0 90.0 70.0 80.0 80.0 90.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB HI -ROSE SILL WITH RISER UWT EXT.(+) LOADS TO 80.0 PSF OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCFRHVNED ap3-4(6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 crowing no. W03-751 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCFRHVNED ap3-4(6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 crowing no. W03-751 TYPICAL ANCHORS METAL STRUCTURE APPROVE IbUWON 0 I WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �y I / ' Z &E� M i INSEE SEPARATE NOA TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'EL.CO' i� 1,/4" DIA. ULTRACON BY (Fu -177 K51, Fy-155 Ns) y$L INTO 29Y WOOD BUCKS OR WOOD STRUCTURES i-_-_--- _- -- ________- 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY rD $ 3 g 1-1/4" MIN. EMBED IMO CONC, OR MASONRY � DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHORS TY I AL ANCHORS 014 SMS OR SELF GRILLING SCR EWS (GRADE 2 CRS) It M ST�r� FOR SPACING FOR SPACING INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) E (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) h Ed a ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. f/I SEALANTS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SILICONE. iEEPHOLES: Wt = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END PICA F( PRODUCTRBVISliD esmmPlY��thePlmlda ' »t2 -o �o�a4lo SERIES -2000 SERIES -2050 Oren. FLA, PE 38980�� drawing no. W03-75 TYPICAL ANCHORS ITBM PARC 8 QUANTTTY DF9CRI"TION MATIlRIAL 6iANR./BSIPPIA73ft/RBMARKB SEE ELEVS. FOR SPACING 1 ES1003 1 FRAME HEAD 8083 -TS - ■RY1 -------------------- 2 ES2001 1 STD, FRAME SILL 8083-T8 - a �IMIAMI-DADE COUNTY APPROVED ,; 7A E42012 1 HI -RISE FRAME SILL 8083 -TB - ° I Ib1ULLION & MULLION ANCHORS I T e SEE SEPARATE NDA 3 ES2003 1 FRAME JAMB 8083-T8 -+ Zd Ed Is �' _ TI II Ed �1 8 BB 61006 61081 1/ VENT 1/ VENT FIXED RAIL (S-2000) FIXED RAIL (5-2050) 8083 -TB 8083 -TB - - - L f I e 61004 1/ VENT STD. VENT MEETING RAIL (S-2000) 8083 -TB - g 8A ES20D4 I/ VENT H.D. VENT HEELING RAIL (5-2000) 8083-T8 - 8B 61082 1/ VENT STD. VENT MEETING RAIL {5-2080) 6083 -TB - O 8C 7 61083 61007 1/ VENT Z/ VENT H.D. VENT MEETING PAL (5-2060) TOP AND �TTOM RAIL 8083 -TB 8083 -TS {),IW ALT. e Eslaos t/ vEHr JAMB snLE 8083-T8 - 6 9 6fooB AS RELm. GLAZING BEAD Boss-rs - 03 CAL ANCHORS 9A BA 61103 AS READ. SQUARE GLAZING BEAD (S/18' CLASS) 8083 -TS SEE ELEV. Be 61017 AS READ. 9gUAPo: GLAZING BEAD (7/18' GLASS) 8083 -TS - 1313 10 ES2002 1 SILL TRACK INSERT 8083 -TS - oils 11 ES2611 AS READ. STD. SILL RISER 8083 -TS - f2 ES1008 2/ VENT SPRING LOADED PENT LATCH 8083 -TB AT 8° FROM ENDS 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT 11' FROM ENDS. BY INTERLOCK 12B /8 % 1° 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS , f3 61012 1/ LATCH VENT LATCH SPRING ST. STEEL 14 1S C11id81N Bs X 1° AS READ. AS REQO. FOAM FILLED FABRIC WSTPoPPING FRAME/VENT A3�7d8LY SCREWS - CRS Sf21LEfs'E1. P.H. 91CS a v^, 18 QB X 3° 2/ VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS Jm 18A B10 X 4" 2/ PENT L END) FDC. RAIL SILL SCREWS (HhPoSE SILFtz CRS P.H. SMS J 17 YV23211NG AS RECD. VENT & FIX. RAIL W'SIRIPPINO - ULTRAFAB Q IB W"L3281NQ AS REOD. FRAME JAMB WSTPoPPTNO - ULTRAFAB m 19 WPHL-100 2 BAFFLE. AT 3" FROM EACH END - M & M PLASTICS g�M i 8083-T8 20 @8 % 1/2° 2/ BAFFLE BAFFLE SCREW - F.H. SMS Z 3 iX 21 61010 AS READ. OIA21N0 WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 21.1 64013 AS Po:�. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 6 21A 27-428 AS RE00. (�AZMG GASKET' EPDM OURONETF]i � SHORE 'A' cc LJ 22 ES20D7 4/ VENT ROLLER HOUSING &GUIDE PLASTIC ,f1 23 ES2008 2/ PENT ROLLER BRASS/S7. ST. - 24 ES2006 2/ VENT ROLLER PW ST. STEEL 29 - 1/ VffiEP OPEN CELL FOAM PAD - 1° X 3/4' % 1" LONG 2 28 - 1/ VENT °' • � JAV�M1AF(MAD � � .° v... FLAB 70592 v ' °> PRODlSC7'RGKlSA3k�/3'S3�B y v SEE ETYPIELLEV. FFORRSPACING dlowing no. a W03-75 ahaet $ of 9 8/18° BOX SCREEN - OPTIONAL 27 61809 RUSH FRAME ADAPTER 8083-T8 OPTIONAL VENT WIDTH t� W 1/4" MAX. SHIM O 12 D.L.O. O 1/4' MAX O 1� 13 STD. . SHIMS HEAVY DUTY O 3 18lSY ° "WO BUCK g $ �OD METALMETALWO STRUCTURE _ – - .s 0—I •> LL 17 > 17 $� n '�.._... _.. TYPICAL '-----SCREEN OPT. ------ - c SEE ELEvaNQNORS FOR r. r. --•----7 � SPACING 5 g ��3 a ° EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE C c 1/4" SHIM 12 VENT WIDTH VENT MOTH 1/4" MAX jj �• MAX f3 © J 3 18 8 SHIMS t8Y WOOD BUCK O WOOD 8U N — 1 Ih` ^ M �5Qy2 00O N N 17 > W un 8 9 d TYPICAL ANCHORS _____SCREEN OPT --- �--- SCREEN OPT-- SEE ELEV. py tQR SPACING 8 a EXTERIOR WINDOW WIDTH XOX LAYOUT fi asPROD nga �wo�"� 1/4" MAX.. C O TYPICAL ANCHORS 203 SHIMS ALT. MIAMI–DADE COUNTY SEE ELEV. FOR SPACING APPROVED MULLION & s e SEE SEPARATE NOA AA ��{{I M gI ,aqi O SERIES -2000 ICCf W a I I VENTS VkH„SPRQ¢0''LOADED LATCHES I 1 I a A a. I 11 FJ19R JAWV AH AD EB353 I 1 FIA .W CAN.TYPICAL a a n SEE ELEV. FOR SPACING I L_ _.i I ------------- , V drawing no. WINDOW WIDTH I _ WINDOW WIDTH WO3-75 anent 6 of g 1/4' MAX. VENT WIDTH ��u SHIM O.L.O. MAX. O o STD. SHIMS HEAVY DUTY t 3 ,B SB v 1 Y BUCK w� p; LL METAL STRUCTURE 2 2 �. n 17 .. > 17 OPT. --- TYPICAL ANCHORS<pSEE Em. FOR SPACING EXTERIOR All WIMM IMDTH o raWAL ANCHORS XO LAYOUT SEE ELEV. FOR SPACING OX OPPOSITE � fX VENT "DTH ,x,,77 U Q 1/4' SHIM O Max. VENT WIDTH 1/4- MAK. SHIMS D is J�j x 5 S 18 88 WO 6 toy WOOD BUCK W000 BUCK O STRU \ Z 0 2 _ N0 17 un W B 8 a - .. q TYPICAL ANCHOR (� -----SCREEN OPT .•��� .. ---- SCREEN OPT.-- SEE ELEV. . py FOR SPACING v B EXTERIOR e Y c WINDOW WIDTH�uL.�. XOX LAYOUMIAMI-T j OZ2,3.4b TYPICAL ANCHORS APPROVED MULLION/3 PPR DE COUNTY SEE ELEV. FOR SPACING A nw5P.SEE SEPARATE NOA �=C,.- f__ SERIEs-2050 VENTS WITH SWEEP LATCHES nr... JA AD AH ADCmL R •� g FlA .PC . �_70`tit11 �a'J CAN. ------------- L i 11 � 11 II 11 Fd--t.9 no. WINDOW WIDTH I WINDOW WIDTH W03'-75 Wen T 7 of g 2 168 2.330- j�t.zaz I .ofia 1.344 .857 .7118 2 .813 1.434 Z37 2.063 2.063 803 �2 �'�"'.06�2 .082 .329 11-.147 .930 t" `-'� 1.130 .93� 1.130 .8fl3 9-� ""�z--��.JJ '^ I 4 O .930-- 7 @ GLAZING BEAD .637 h- 1.250 Q Q'+ .813 (D Q .930 b--1.400 FRAME HEAD VENT TOP/BOTTOM RAIL 1.250 1.421 � STD. MEETING RAIL STD. MEETING RAIL 0 O 'SMES-2000 ® sENIES-250 SQUARE GLAZING STOP .780 2.063 2.083- .083 .078 .062 .203.992 Low T --- 1.230 1.630 L�J t.63o m .0501 .9g__._ .930 .803 4 (� g 2.188 .082 X49 1.149 •ems 1.118Fr-062I I .813L i 12 VENT LATCH � •963 .082 T1R' 2.898 5 1.250 .813 0 JAMB STILE 1.250 .837 1280 2.190 88 '� -A H.D. MEETING RAIL H.D. MEETING RAIL .770 500 ® SERIES -2000 ® SERIES -2050 SQUARE GLAZING STOP I2.181L h-2.288-�I 2.113.sm1.675' 984 ni Jgo 2. I STD. FRAME SILL 082 a.5ss 1.rj-T AM ��-0 FLUSH FRAME ADAPTER I 1.212 .992 1.212 .062 p3 J2.330 g$ ^ r to2.392.282 z Z .992-1.118-1I - 462913 TYp. L 969- .719 1.280 1.250 FIXED RAIL N N 078 Ll983 0 O3 FRAME JAMB FIXED RAIL ® SVVES-2000 ® SERIES -2050 0 Y .078 3.437 2.818 0 088 ,45D 2.soo .046 o K dd tEf ® HI -RISE FRAME SILL tt SILL RISER Engn `'nvq.AyMnC PRODUCER U C W 4 0 o •f .188 .3tp-'- •082 .280 224 � .368 '112. 1.098 tts z1 z,.t GLAZING WEDGE %3 � drawl W03-75 t0 SILL TRACK SCALE 1:1 sheat of 13 13 �%lu 15 !� 7d 8 0 FRAME TOP CORNER VENT TDP/BOTTOM CORNERS 15 Q � m N N m N al FRAME BOTTOM -CORNER c our u Engn• AVAD AIWA ,a 9B PRODUCTRBVISBD FLA. E 7.0592 3 CAA 3 4b _ drawing no. OXED MIG RAIZ CORNER s pasBePcoduetCmwl �@`t W03-75 shoot 9 of 9 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.859.9197 Florida Board of Professional Engineers Certificate of Authori2ation No, 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Exterior Exterior Door I IS Industrial Dr. Fiberglass Glazed Door Doors Assemblies Edgerton, OH 43617 Inswing / Outswing Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVH2"'this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10975.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal outswing item #31 meet water infiltration requirements for "HVHZ". 8, Inswing configurations and outswing configurations using item #18, #14, #15, #16, #34 and item #37 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA 0975.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336 A,B,C TEL 01460339 A,B,C TEL 01460030 STTS00001 15427-107362 ATI 67508.01-106-18 2. Miami -Dade NOA 08-0206.01 Test Standard ASTM D635-03, ASTM D1929-96, ASTM D2843-99 ASTM D635-03, ASTM D1929-96, ASTM D2843-99 TAS 201-94, 202-94 & TAS 203-94 ASTM G26-95 ASTM E84 -00a ASTM D1929 -96(2000)e1 Materials Saflex Interlayer by Solutia Testina Laboratory Sinned by Testing Evaluation Labs Lyndon F. Schmidt, P.E. Testing Evaluation Labs Lyndon F. Schmidt, P.E. Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. Sub -Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. 3. Drawing No. Prepared by Sinned $ Sealed by No. FL -10975.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Sianed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53, Lyndon F. Schmidt, P.E. FL PE No. 43409 2/28/2012 PF 1390 Sheet 1 of 1 FIBERGLASS P DOOR Ir WPACT" INSWING .a a. x a s � =t "e:' rE « •. a' rFs. . a.i a 'aa,�. a�.; q FL -1097&1 &i L w 7l a� asa .. a;' a•i�a. 5i ate• -- .r x �..i s! aaa ce c a''•...: ra'+ ', q FL -1097&1 &i L w 7l 24-V MAX D.L.O. I F L DETAIL A -A I (��pca WAIL A -A Panel reinforcement INTERIOR IIT —GLASS BITE I"THIL CELLULAR GLASS GLAZING TAPE I fir TEMPERED EXTERIOR GLASS EXTERIOR AIR SPACE 5/37 ANNEALED GLASS DLA. MAX O.Off PVB INTERIAYER SAFLEX BY SOLUITIA INTERIOR ow 2 WANNEALED NTERIO DOW 995 GLASS "5 OR SKA 552 SWIGGLE GLAZING NUO EN SPACER GI GIAi1N AB, �2 VEIMCAL CROSS SECNON \, 2 JK L L LFS F FL ma �975 .1 10975.1 L Er L 11 _ 2 OF LL _ S 62 24.58° MAX. ,J D.L.O. 39 3 4 2 39 62 3 57 INTERIOR S R nl 54 35�a 39 EXTERIORAA 40 o 00 35 GT 1 ;;' 2 3 i 1 HORIZONTAL CROSS SECTION 3 4.10' L DETAIL A -A a m j DOORPANEL � o � K I IIRIGESmE EXTERIOR INTERIOR G1 N F- � TOP RAIL � ROTIOM a T DIA. MAX. i 0000 000 _Y. 35 39 2886�,OPEN mm 612510 : AREA MAX A N.T.S. 0 DETAA A z.., 5 aro. er: JK m Pard rei b=ff ent cam ae VS 3 2 VERTICAL CROSS SECTION °H""'10 NDs 3 FL -10975.1 °o ISM 3 OF 11 24-V MAX. 3 4 2 1$ DLO. 89 INTERIOR 0� 7 k .,,, 62 4 3s e a 67 64 39 m d d EXTERIOR d 0 61 35 G7 1 2 1 o 4 1 HORIZONTAL CROSS SECTION 4 3 a 4 0 � 1.49" � O � 1.44` -►{ � � �' �� I a DETAIL A -A J � °�,'e�$�'Y�:.�, � �,r�➢����qx � DDORPANB. '•-,� rho;:,, ` m o c «cn K EXTERIOR INTERIOR ,I � TOP RA0. � 80ifOM RAtt - G1 t.4a° --{ � a.to° —y I 4 � � In Z T T o0 39 61 7 DIA. MAX. �1►MIG BIJLE 67 ��R R'i O10 0000 000 rag N� m O 0 '` oA7Fs 612 395 08 28.86% OPEN = = sr..r. N.T.S. AREA MAX ; L'f 65 mra en JK m' DBAfL A -A CAL ar: US 3 Panel reinforcement 2 VEIMCAL CROSS SECTION 0Ftl11M "o' a 4 FL -10975.1 LI 0° SHEEr 4 of 11 r2 INTERIOR 31 EXTERIOR 24 lib 46 2 35 1 GI 35 ED r-*'\ HOWONTAL CROSS XCHON EXTERIOR INTERIOR 39 ir too 35 I I J_N - AREAURP? mm. 045108 lz relnforcoment JK cm W. LFS VEIMCAL CROSS SECTION �Nl. FL— 10975.1 1 ^ ` 2 � 7 7 INTERIOR 50 60 / 40 1C H 9 7 @ °� y" 1 2 6 6 ea. 7 ° 17 6 EXTERIOR 8 ° LUix y o E o20 � P C 0 �& E 1 Im K 7 7 7 1a/4 MM. + L EMB. (TYP.) C 50 60 rF�\ HORIZONTAL CROSS SECTION 9 10 p a ° a ° 27 40 70 k,!,j shown w/iX sut tU k w > ° INTERIOR INTERIOR w of oov Z EXTERIORa LU 8 EXTERIOR 7 a w d o� : 50 60 v K^ L L ° ��IL ZU ,. 40 70 zz� N �O . .p°. O "� U ° d 0.1 ADC'SINK MINK DM- 6 25 08 i�') N.T.S. ° 1-1/4'MIN. B ori JKEMB. (n'P•) ORIZONTAL CROSS SECTION 2 HORIZONTAL CROSUN E 1°L er. LFS 3 t-t/MIN. opare+a ra: d 6 owed 6 v� EMB. (ce•) FL -10975.1 c WEEr �n 1" MIN. FROM 1" MIN. FROM f --MASONRY EDGE— MASONRY EDGE �► (TYP.) (TYP.) v �... a_ zt It Tref INTERIOR 1 _ VERIICAL CROSS SECRON 7ggg = shown 2-1 /2" MIN. FROM 2 1 /2" MIN. FROM �— MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) �31 VERTICAL CROSS SECDON � meg � r�rof� sheet t for°HY ��walerh�ftihation mgtt—nts 2-1/7 MIN. FROM 2-1/T MIN. FROM - - MASONRY EDGE MASONRY EDGE - (TYP.) mp.) 2-1/2 MIN. FROM 21/TMIN. FROM - - MASONRY EDGE MASOPNyRpY EDGE Q E <d A c INTERIOR 1I112% //11 EXTERIOR 2 VWCAL CROSS SECTION 7 Shownw/txWWX k 2-1/T MIN. FROM 2-1/2" MIN. FROM — MASONRY Er E MASONRY EDGE - - (TYP.) (TYP.) r VERTICAL CROSS SECTION 7 ousee►s 9general� 1 nwserinfytrafbn mw� 0 RI go - N.T.S. L 91: JK in LFT W= NO-' FL -10975.1 ET _L OF= ° f) 0 i 1) a a; TYP. H D & JAI SEE NI MASONRY OPENING 2X BUCK Ni l % 1TYP. HEAD R JAMBS MASONRY OPENING FRAME 2X BUCK rn V F SEE NOTE 2 v p SEE NOTE 2 TYP. SILL °a n n s e 1 � of i 0 BUCKANCHORWG HINGEJAMR FRAMEANCHORING Masonry 2X buck construction i NOTES: 1 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum i"clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete spews. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete spew locations at the comers may be adjusted to maintain the minimum 4 edge distance to mortarjoints. If Concrete spew locallons noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar jo<Ms, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" Ifw concrete screws anchoring frame andlorA require a minimum 2-1/2 clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. SubstlhHion of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete spew locations at the comers may be adjusted to maintain the ml *nvm edge distance to mortarJoints. if Concrete screw krcatiors noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortarJdinis, additional Concrete screws may be required to ensure the maximum on center cWnersion is not exceeded $nW JAMR LATCH i DEADBOLTDETAIL HINGE DETAIL i HINGE DETAIL Ouiswing s 1I 1 4 1_ t L go oo ' a ds MASONRY TYP HEAD & O mAD OPENING JAMBS �3 ~ G SEE NOTE 1 SEE NOTE 2 � Y FRAME • ® G mo ++3�� 1X BUCK ^ U uicHaDEaoeOliDtTan F SEE NOTE 1 ^ o 0 y TYP. SILL EE TE i SEE NOTE 1 H 10'� I 10 10 . a <. ^. " _ • . 6• SEE NOTE i H L [' Z HINGEJAMB FRAMEANCHORING STRIBEJAMB o g M=M iX buck consiruclion A r S NOTES: 1. 1/4" HW concrete screws anchoring frame and/ori require a minimum 2-1/2° cleuance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints H Concrete screw locations noted as MAX. ON CENTER' must be adjusted to SEE maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension Is not exceeded 2 3/16" flW concrete screws anchoring forme andlorsill require a mWmum 2-5/8" clearance to masonry edges, a i-1/4" minimum embedment and a miMmum 2-i/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. HINGE DETAIL Oubwin9 HINGE DETAIL Inwft en LFS 3 rrro N*-' c FL -10975.10 Er 9 ac 110. t sy d 4 W 0 SW"M-ORLOID .a.1 Mb P-wo 0 Em 4 -, M_ "=� egMIIEM—R5HOIO 8 —SO. MUE. On —iHRESHOIDo CF, M =. Hardwood A standard subOrds SOIORNG IHMHOID C_ St. 4W o Im 19 28 HFAD d SIDE Jamb (�)I substrate� SW.d 5.83" 1.68" pr'tg ?nom A -� no (�)JMG —IHMOID .Wh,W low ft JK I 1cm m- LFS Drimm NO - FL -10975.1 1:9 1 0', 01 % t) g • L. , f C S..i N BILL OF MATERIALS BILL OF MATERIALS REM DESCRIFTION MATERIAL REM DESCRIPRON MATERIAL A 1X BUCK SIG >= 0.55 WOOD 50 FIBERGLASS DOOR PANEL WAIM REINFORCEMENT FIBER CLASSIC FIBERGLASS n B 2X BUCK SIG 0WOOD 51 FIBER CLASSIC DOOR SKIN .063' MINIMUM THK. FIBERGLASS FIBERGLASS C MAX 1 /4" SHIM SPACE 52 TOP RAIL COMP. D 114- X 2-3/4° PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD N d E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL COMP. > .� 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 ILOCKSTILE LVL/WOOD $ F 114'X 1-3/4" PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL RBNFORCEMENT CLASSIC CRAFT) FIBERGLASS Z T G 3/16 X 3-1 /4° PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN .090° MINIMUM THK. FIBERGLASS FIBERGLASS ° g LZ H 1/,fx3-1/4 PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. d I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD J I/4° X 3$/4" PFH TTW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. �y K #8 X 2-1 /7' PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD L #10 X 21 /2° PFH WOOD SCREW STEN, 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC) FIBERGLASS 1 EXTERIOR LRE FRAME ALUM. CLASSIC CRAFT RUSTIC DOOR SKIN DW MINIMUM THK. FIBERGLASS FIBERGLASS 2 INTERIOR WE FRAME ALUM. TOP RAIL COMP. 3 LITE FRAME TRIM PVC d75 BOTTOM RAIL COMP. 4 #10 X 1-1/7 PFFI SM SCREW STEEL HINGE AND LOCK STILE WOOD 7 MEDIUM REACH COMPRESSION WEATHER STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 f X f HINGE .097"THK. STEEL 10 #10 X 3/4" PFH WOOD SCREW HINGE TO FRAM STEEL o 14 THRESHOLD OUTSWING - SELF ADJUST ALUM./COMP. 15 THRESHOLD OUTSWING - 5-3/4° COMPOSITE SILL, FULL SUBSTRATE ALUM./COMP. c 16 THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL, STANDARD SUBSTRATE ALUM./COMP. I 17 PASSAGE LOCK - KWIKSET MODEL 200T - GRADE 2 STEEL o 18 THRESHOLD OUTSWING 5-3/d' THERMAL BREAK SILL ALUM./WOOD 19 HEADER JAMB SIG >=0.42 WOOD 20 SIDE JAMB SG r- 0.42 WOOD 21 KWIKSETD BOL -SERIES GRADE 1 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE In 31 COASTAL OUTSWING THRESHOLD AWM./WOOD o o 32 DOOR BOTTOM SWEEP PVC c H 33 INSWING ADJUSTABLE THRESHOLD- STANDARD SUBSTRATE ALUM./COMP. w 34 OUTSWING THRESHOLD- 5-3/4° HARDWOOD SILL, STANDARD SUBSTRATE AWM./WOOD 35 7/16'X 1 /2° STAPLE STEEL 36 INSWING THRESHOLD- FIXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD AWM./COMP. a 38 INSWING ADJUSTABLE THRESHOLD- FULL SUBSTRATE ALUM./COMP. 39 PANEL REINFORCEMENT 0JY13" THK. STEEL �' " n e 40 FIBERGLASS DOOR PANEL WMEEIL REINFORCEMENT&LOOTH STARI FIBERGLASS 44 HINGE STILE WOOD w "z 6/24,10 45 BOTTOM RAIL COMP. 46 INSULATING FOAM CORE POLYURETHANE SCAM N.T.S. 47 LOCK STILE LVL/WOOD oro. of.. JK 48 TOP RAIL COMP. cm ft LFS 49 SMOOTHSTAR DOOR SKIN .070" MINIMUM THK. FIBERGLASS FIBERGLASS mumm Wj FL -10975.1 aM 11 of 11 • L. , f C S..i N R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vahico, FL 33595 Phone 813.659.9197 Florida Bard of Professional Engineers Certificate of Authorization Na 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustle Exterior Exterior Door 118 Industrial Dr. Fiberglass Glazed Door Doors Assemblies Edgerton, OH 43817 Inswing / Outswing Phone 418.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method Id of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. UmNations. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant coverinq. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10975.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal outswing item #31 meet water infiltration requirements for "HVHZ". 8, Inswing configurations and outswing configurations using item #18, #14, #15, #16, #34 and item #37 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -10975.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336 A,B,C TEL 01460339 A,B,C TEL 01460030 STTS00001 15427-107362 ATI 67508.01-106-18 2. Miami -Dade NOA 08-0206.01 Test Standard ASTM D635-03, ASTM D1929-96, ASTM D2843-99 ASTM D635-03, ASTM D1929-96, ASTM D2843-99 TAS 201-94,202-94 8, TAS 203-94 ASTM G26-95 ASTM E84 -00a ASTM D1929-96(2000)el Materials Saflex Interlayer by Solute Testing Laboratory Sinned by Testing Evaluation Labs Lyndon F. Schmidt, P.E. Testing Evaluation Labs Lyndon F. Schmidt, P.E. Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. Sub -Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. 3. Drawing No. Prepared by Signed 8, Sealed by No. FL -10975.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed 8, Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and ;�- Guide 53. a PF 1390 11 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/28/2012 I a I a omnal !loth c- JUL 262 3 BY4 _e3 -----------------�0 G L� 71: 1 e @17: n 7 A -r7 �'�T9� �G DEPT d SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATF AND COI INTY RULFS AND RFGUI_ATfnP1S 1 O WINDOWS INSTALLATWN 1411 ITE 101TH S -. ffir W. IMINNLIIOT.CON A/!MA?T.CpI l" I /l••w I w% 1 Poen Now and Addew OCEAN DOORS AND WINDOWS 7258 NW 70TH ST MIAMI FL 33166 (305) 888-5718 CGC1518544 INFOGOCEANDW.COM PwJoet gwna aw Addmo 1411 NE WITH ST MIAMI SHORES FL 33138 2013.253 01ait 06/02/2013 t:a�l. N. S.1 f WINDOWS & DOORS SCHEDULE MARK MANUFACTURER TYPE MODEL QUANTITY SIZE (INCHES) NOA NUMBERS MISSILE RATING ZONE 4 W1 E.S WINDOWS HORIZONTAL ROLLER 2000 2 74 X 50 12-0223.46 LARGE 45.63 —49.75 D1 THERMA TRU OUTSWING FIBER 1 37 X 84 FL -10975.1 LARGE 46.18 —50.30 M E.S WINDOWS MULLION N/A 1 50 12-0308.37 LARGE 45.63 —49.75 EGRESS WINDOWS WILL COMPLY WITH NFPA101 REQUIREMENT OF 5.7 S FT CLEAR OPENING ZONE 5 =3' i KITCHEN DINNING ROOM ZONE 5 =3' CLOSET - ,1BATH a 1 BEDROOM 2 ¢r 1� CL ,lAC y LOSE y LIVING ROOM IP ,� GARAGECLOSE a� Dl I ENTRY MASTER `a BEDROOM a' ,r. ZONE 5 =3' LX4 X80 BATH owom NOW C 0 PROM O fONB �� X ARMNWOOMPERLIT.00M 01 Fkm Nmw WW A 11 OCEAN DOORS AND WINDOWS 7258 NW 707H ST MIAMI FL 33188 (C 0 18 1518344 INFOOOCEANDW.COM Projed fie. WM "*d E 1411 NE WITH ST ZONE 5 =3' _ MIAMI SHORES FL 33135 2013.253 000' 08/02/2013 '°°" N.T.S.