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WS-14-824Miami Shores Village lftz ' rL� Building Department AP R 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: ' l Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type:BUILDING FBC 20 Permit No. 2014 Master Permit Noma ROOFING JOB ADDRESS: /Q(O S 9 ni Q; 1 "l &%At City: Miami Shores County: Miami Dade Zip: 3 s l3 $ Folio/Parcel#: 41- Z 2 3 Z- o Va - 0 3 Z o Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): A Q I, -k =434c,bVi ktW � UC- Phone#: (3,05) 40& - 4 2C+'b tog o o Nur 7 City: State: FL Zip: 1%1,840 Tenant/Ussee Name: �I& Phone#: Email: GQ Q &1> W 0c%AA4a Pac GS . LL0_ CONTRACTOR: Company Name: t!%sriW A5 x'62"1 Phone#: _3a S--%gQ-6l 'k0 Address: 335-0 L92 0R G City: 33i'� V 2 i Qualifier Name: 2 n -t=4 LO D CZ �t Phone#: 96 ZcW - 6 94� State Certification or Registration #: Contact Phone#: 3VS; -3.6 C� ZI ?_0 Email Address: DESIGNER: Architect/Engineer: Certificate of Competency #: z CO Y x\S `` & !4 Nam . Gaul Value of Work for this Permit: $ bo it q 0 31 ( 3 SquareALinear Footage of Work: Type of Work: ❑Addition OAlteration ONew Wepair/Replace UDemolition Color thru tile: Submittal Fee $ L'�O-O Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Banding Company's Name (if applicable) Bonding Company's Address City State ]Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certif commenced prior to the issuance of a permit and that all work will be performed to meet the - construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICA V4'ELLS, POOLS, FURNACES, BORERS, HEATERS, TANKS and AIR CONDITIONERS, EI'C..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work w. applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECOI COMMENCEMENT MAY RESULT IN YOUR PAYE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INI FINANCING, CONSULT WITH YOUR LENDER OR AN X RECORDING YOUR NOTICE OF COMMENCEMENT." that no work or installation has :andards of all la+ regulating WORK, PLUMB*j SIGNS, be done in complionqe with all'. Notice to Applicant. As a condition to the issuance of a building permit with an estimated value e : diiog $2500, the aapplx must promise in good faith that a copy of the notice of commencement and construction lien law brochur will be delivered a the person whose property is subject to attachmenti Also, certified copy of the recorded notice of commence must be posted the job site for the first inspection which occurs seven (7 days after the building permit is issued In the+ rte of such posted notice, the inspection will not be apprf ed and a reinspection fee will be charged. J 4 Signature +�'— Signature M or Agent t C< The foregoinginstrument was acknowledged before me this 1� The foregoin instrument was day. of , 204, by. i tp. �D.—QY-SILlday of forego fv , 204 1 who is personally known to me or who has produced who is personally known to me As identification and who did take an oath, as identifie NOTARY PUBLIC: NOTARY LI o has produc and who did: this Sign: Sign: Print: O g FLORIDA Print: , MOIRA 7iA-P My Commission xpires: NOTY �r11,tidV0 My Commi • y P •. `e' g `%; Notary Public State of Florida nn018480 -sCornt ��, �gJ� 18,2014 _ »o My Comm. Expirean 24, 2015 C. �II Gco., gyp Ire:. m ''•.. "� •':��of01op�. Commission 0 E 57659 ,.•�' ATT,:,JICB0. .. . Bonded Through National Notary Assn. APPROVED BY Plans Examiner -_,Zoning Structural Review Clerk (Rsvised 3112012)(Revised 07/10/07)(Revised 06f10/2009)(Revised 3/15/09) :RANCISCO HERNAND , P.E. By Date Sheet 10f X614 EverhartMano.Ln , FH 3/27/2014 1 2 :aty, Texas, 77494 Project: Pascual Korchmar 'hone: (832) 576 5642 / Email: fhpe@aol.com 10659 NE 11 Ave., Miami Shores, FL 33138 WIND LOAD CALCULATION FOR COMPONENTS AND CLADDING WIND LOAD FOR WALLS PER ASCE 7/10 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET ( CHAPTER 30, PART 1 LOW-RISE BUILDINGS) B = MINIMUM WIDTH (FT) = 40.20 H = MEAN ROOF ELEVATION (FT) V= WIND VELOCITY (MPH) = 175 EXPOSURE CATEGORY = C RISK CATEGORY = II Kz= EXPOSURE COEFFICIENTS = 0.85 Kzt=TOPOGRAPHIC FACTOR = 1.00 Kd=WIND DIRECTIONALITY FACTOR= 0.85 DF= ALLOWABLE STRESS DESIGN FACTOR = 0.6 qz = VELOCITY PRESSURE = 0.00256 x Kz x Kzt x Kd x (V^2) x DF = 33.986 PSF CPI COEFFICIENTS = + /- 0.18 a= ZONES EXTENSION ( FT) = 4.02 SMALLER BETWEEN: a=0.10 B= 4.02 AND a=0.4 H= 4.88 4.02 BUT NOT LESS THAN: 4% OF B= 1.61 OR AIX FRANCISCO HERNANDEZ, P.E. By Date ISheet Of 5614 Everhart Manor Ln FH 1 03/27/141 2 2 Katy, Texas, 77494 Project : Pascual Korchmar Phone: (832) 576 5642 / Email: fhpe@aol.com 10659 NE 11 Ave., Miami Shores, FL 33138 MARK A(HR) B(SH) C(HR) D(CAS) E(FW) F(HR) G(D) H(FW) J(CAS) K(HR) L(FD) M1(FD) M2(SL) M3(Mull) WIND LOAD SUMMARY WIDTH HEIGHT AREA ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCP GCP GCP GCP WL WL WL WL POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE IN IN SF PSF PSF PSF PSF 53.12 50.63 18.68 0.96 -1.06 0.96 -1.33 38.85 -42.23 19.13 38.38 5.10 1.00 -1.10 1.00 -1.40 40.10 .43.50 111.00 50.63 39.03 0.91 -1.01 0.91 -1.22 37.13 -40.39 37.00 50.63 13.01 0.99 -1.09 0.99 -1.38 39.70 -43.08 37.00 50.63 13.01 0.99 -1.09 0.99 -1.38 39.70 -43.08 37.00 38.38 9.86 1.00 -1.10 1.00 -1.40 40.10 -43.50 37.75 82.00 21.50 0.95 -1.05 0.95 -1.30 38.40 -41.80 53.00 63.00 23.19 0.94 -1.04 0.94 -1.29 38.22 -41.60 32.00 38.38 8.53 1.00 -1.10 1.00 -1.40 40.10 -43.50 37.00 26.00 6.68 1.00 -1.10 1.00 -1.40 40.10 -53.70 37.00 81.50 20.94 0.95 -1.05 0.95 -1.30 38.40 -41.80 60.00 85.00 35.42 0.92 -1.01 0.92 -1.23 37.31 -40.59 21.00 85.00 12.40 1.00 -1.10 1.00 -1.40 40.10 -43.50 42.50 85.00 25.09 0.94 -1.04 0.94 -1.28 38.04 -41.40 MIAMI•DADE MIAMI-DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SNY 26 Street, Room: 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w"vw.m1am1dade.gov/eeonomx ES Windows, LLC 1.0653 N.E. 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 revicAved and accepted by Miami -Dade County RER - 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. N 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. RER 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 111.500" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09111, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, 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 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 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. TERNMATION 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. ADVERTESEMENT: 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 renews NOA# 12-0223.41 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-09.10.01) 2. Drawing No. W03-57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets I through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12 0223.41) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an 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. (Submitted under NOA No. 08-0417.06) 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 along with marked --up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5054, dated 10/03/06, signed and sealed. by Edmundo Largaespada, P.E. (Subrnitted under NOA No. 06--0308.03) 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 Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/I4/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Subinitted under NOA No. 03-0910.01) Mae nuelz, P:E. Product Contr 1 Exa iner NOA No. 3 17.26 Expiration Date: November U6, 2018 Approval Date: September 19, 2013 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 12/12/11, signed and sealed by Javad Ahmad, P.E. (Submitter) under previous NOA No. 12-0223.41) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemonrs & Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemonrs & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P.E. (Submitted par ally under previous NOA No. 12-0223.41) 2. Laboratory compliance letter for Test Report No. FTL4236, issued by Fenestration Testing Laboratory, Inc., dated 06/15/10, signed and sealed by Jorge A. Causo, P.E. (Submitter) under previous NOA No. 12-0223.41) 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 08-0417.06) 4. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder previous NOA No.08-0417.06) 5. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted ttuder previous NOA No.06-0308.05) 6. Laboratory compliance letter for Test Reports No.'s FTL--3810, FTL-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 12--0223.41, issued to ES Windows, LLC, for thea Series "1500" Aluminum Fixed Window - L.M.I., approved on 05/17/12 and expiring on 11/06/13. Manuel er z, P.E. Product Contr E miner NOA No. 13-0617.26 Expiration Date: November 06, 2018 E-2 Approval Date: September 19, 2013 WINDOW WIDTH WINDOW WIDTH II I I L- .J WINI" 'i ([is` WINDOWWIDTH -WffmOW WIDTH 39 I % I 3 nL J WINDOW WIDTH WINDOW f -t WINDOWV WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES -1500 ALUMINUM FIXED -WINDOS4 APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE COMBINATIONS OF FD(EO/FDOD OR FIXED WITH OTHER MIAMI -DARE COUNTY APPR'D WINDOWS USING MIAMI•-DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE OMZ). WOOD BUCKS BY 0M% MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS U48EMMT TO BASE MATERIAL. SHALT. 8E 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/IMM SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR RUBS SHALL MEET THE. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. INFINS APPLIED) ISED kj 0 0� r g u al RftDUGT RP.�I.E4F�i9 eacomp!l9aaggwlt§theFlotTQlt. toWt.8 . g g Ftence No I FNIr� Yirallon tht_ y d!$ �flaml adc Pt6dtit4 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. moo w SHUTTERS ARE No�AT4�,gqfi�'+�REA• !„ �T`usoa r crgr4aw s I+12»PP 41 &Rg17'owot •. ' R' 85/983 GLASS TYPE 'E1' 3/18" HEAT STREWD. GLASS .090" INTERLAYER DUTA01E PVD SY 'Dmwl 3/18" HEAT STREWO. CUSS SILICONE DOW COMING 798/983 ADHESIVE FOAM TAPE GLASS TYPE 'Cl' SILINE V . DIY OCORNINO 798/983 CODCOMM 795/983 a a is L. CQOG. ;L jL 11 5/le I". GLASS 7/18" LAM. GLASS � � ALL GLAZING OPTIONS $ SQUARE GLAZING STOP CAN BE USED WITH ALL A GLASS TYPES SHOWN ON THIS SHEET. J g^"M S/33° HEAT STRWD. GLASS - GLASS R PVD SY 'DUPONT, tMAYE ANN. GLASS p SIUCONE 04 CORNING 795/983�,AOHESI„VE� BUTACDE PVD DY 'DUPONT' 'RODUCTRFNEWEV 3/18' ANN. CLASS R' 85/983 GLASS TYPE 'E1' 3/18" HEAT STREWD. GLASS .090" INTERLAYER DUTA01E PVD SY 'Dmwl 3/18" HEAT STREWO. CUSS SILICONE DOW COMING 798/983 ADHESIVE FOAM TAPE GLASS TYPE 'Cl' SILINE V . DIY OCORNINO 798/983 CODCOMM 795/983 a a is L. CQOG. ;L jL 11 5/le I". GLASS 7/18" LAM. GLASS � � ALL GLAZING OPTIONS $ SQUARE GLAZING STOP CAN BE USED WITH ALL A GLASS TYPES SHOWN ON THIS SHEET. J g^"M S/33° HEAT STRWD. GLASS 5 GLASS TYPE 'A' 3/10" ANN. GLASS .090" INTERLAYER p SENTRYGIAS BY 'DUPONT' BUTACDE PVD DY 'DUPONT' 'RODUCTRFNEWEV 3/18' ANN. CLASS WCONE OW CORNING 795/883 SILICONE DOW CORNING 795/983 �+ -ii- .. ADHESIVE• 9 r� ACHE R' 85/983 GLASS TYPE 'E1' 3/18" HEAT STREWD. GLASS .090" INTERLAYER DUTA01E PVD SY 'Dmwl 3/18" HEAT STREWO. CUSS SILICONE DOW COMING 798/983 ADHESIVE FOAM TAPE GLASS TYPE 'Cl' SILINE V . DIY OCORNINO 798/983 CODCOMM 795/983 a a is L. CQOG. ;L jL 11 5/le I". GLASS 7/18" LAM. GLASS � � ALL GLAZING OPTIONS $ SQUARE GLAZING STOP CAN BE USED WITH ALL A GLASS TYPES SHOWN ON THIS SHEET. J g^"M S/33° HEAT STRWD. GLASS 5 GLASS TYPE 'H' " STREN'O. CLASS ERLAYER p AS BY 'DUPONT, BUTACDE PVD DY 'DUPONT' 'RODUCTRFNEWEV HEAT STREN'D. GLASS L WCONE OW CORNING 795/883 + 3 �+ -ii- .. ADHESIVE• 9 R' 85/983 GLASS TYPE 'E1' 3/18" HEAT STREWD. GLASS .090" INTERLAYER DUTA01E PVD SY 'Dmwl 3/18" HEAT STREWO. CUSS SILICONE DOW COMING 798/983 ADHESIVE FOAM TAPE GLASS TYPE 'Cl' SILINE V . DIY OCORNINO 798/983 CODCOMM 795/983 a a is L. CQOG. ;L jL 11 5/le I". GLASS 7/18" LAM. GLASS � � ALL GLAZING OPTIONS $ SQUARE GLAZING STOP CAN BE USED WITH ALL A GLASS TYPES SHOWN ON THIS SHEET. J g^"M S/33° HEAT STRWD. GLASS g3� .CBO' INTERLAYER p BUTACDE PVD DY 'DUPONT' 'RODUCTRFNEWEV 1/4" HEAT STREN'D. GLASS uCMPb'lflBWUbfllVWDf& RoWing Code SILICONE 4aeplaneeNe •G t S r DON CORNING 798/983 6 imlloa Dale $ mnoW ADHESIVE BY FOAM TAPE :, L L! RL 1 :RGDITCTRnvmw \ l jI (1' L' �' CAmIp1Yi9AtYlgl lhB + 013 t' r%, dto no. D �'aij`, eP soLco9uet W03-57 GLASS TYPE 'Cr '+ \ sheet 2 of 7 38 • DEMON WAD CAPACITY - PSF 48.0 49.0 4&0 46.0 48.0 48.0 87.3 07.3 70.0 90.0 70.0 1 80.0 WINDOW DIMS. DESMON LOAD CAPACITY - PSF TYPES & 'C9' OLAO TYPE mm TYPO 01488 TYPO OLM TYRE MAN TYPES OLS 7Y 'A' 'D' & '81' 'La. 'Cl' & 'IS' 'A' 'S' & '81' 'C', 'Ct' & 1M.(-) WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPO '8' 06AH8 TYPR GLASH TYPO ' MASS TYPO ' GLASS TYPE OIASS TYPES 'A' 'B' & 181' 'C', 'CP & 'Cr 'A' '8' & 'BI' VMDTH MMIT EXT.(+) INT4-) EXT.(+) 1M.(- EXT.(+) tM.(-) EM.(+) 1w.(-) EXT.(+) +M.(- 18' 24" 30' 38" 42" 48° S4' O` 3W 70.0 70.0 70.0 9010 70.0 80.0 70,0 70.0 70.0 9010 70,0 70.0 70.0 72.0 70.0 72.0 70.0 7010 70.0 90.0 87.8 $7.9 87.0 57.6 87.6 87.8 70.0 70.0 70.0 90A 46.0 40.0 48.0 48.0 4&0 48.0 70.0 70.0 70.0 8D.0 484 48.0 48.0 4&0 4&0 48.0 70.0 70.0 70.0 900 4810 48,0 484 41L0 48,10 48.0 70.0 MO 70.0 8010 46A 48.0 48.0 48.0 48.0 4&0 704 70.0 1 70.0 9010 45.0 46.0 48.0 1 48.0 4510 40.0 07.3 67.3 1 70.0 90.0 18" 24" 30" 36" 42' 48' 84" 0" 700 70.0 70.0 90.0 70.0 80.0 70.0 70.0 7010 90.0 70.0 70.0 7040 7210 70.0 72.0 70.0 70A 70.0 9010 87.6 57.6 57.6 87.6 87.6 87.6 70.0 7010 70.0 9010 48.0 4&0 4&0 48.0 48.0 4&0 70.0 70.0 "A 90.0 41.1 41.1 41.1 41.1 41.1 461 50.0 60.0 70.0 90.0 30.0 36.0 36.0 38.0 - 70.0 904 3&0 36.0 3810 38.0 - T0.0 90.0 36.0 38.0 3&0 38.0 - - 70.0 90A 18' 24' 30" 30,0 36.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 8010 70.0 70.0 70.0 90.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 80.0 57.6 87.6 67.8 $7.6 57.8 87.6 70.0 70.0 70.0 90.0 38 • DEMON WAD CAPACITY - PSF 48.0 49.0 4&0 46.0 48.0 48.0 87.3 07.3 70.0 90.0 70.0 1 80.0 WINDOW DIMS. ANCHOR TYPRT 'A• & 'C' ANCHOR TYPO '9' & '0' TYPES & 'C9' OLAO TYPE mm TYPO 01488 TYPO OLM TYRE MAN TYPES OLS 7Y 'A' 'D' & '81' 'La. 'Cl' & 'IS' 'A' 'S' & '81' 'C', 'Ct' & 1M.(-) WIDTH NDOHT W.(+) INT.(-) EM.(+) 1M.(-) EXT.(+) INT.(-) Da.(+) WNL(-) EM.(+) 1M.(-) EXT +) I IN 80.0 18' 24" 30' 38'° tO, 70A 70.0 70.0 90.0 70.0 8010 7010 70.0 70.0 OCA 70.0 1 80.0 - - 7oo 72.o 70.0 72.o - - 70.0 90.0 70.0 1 80.0 - - - 57.6 57A - - - - 70.0 1 80.0 - - - - 48.0 48.0 - - - - 70.0 1 80.0 18`To- 24° 30" 38"F t0 90.0 70.0 BOA 58.2 88.2 7010 80.0 70.0 1 80.0 7210 70.0 MO90.0 T0.0 1 80.0 rftE�.O2 57.8 57.6 - - - 7010 1 80.0 -7r 70A 38 O' 48.0 49.0 4&0 46.0 48.0 48.0 87.3 07.3 70.0 90.0 70.0 1 80.0 42' DESIGN WAD CAPACITY - PRF - - 41.1 41.1 41.1 41.1 - 70.0 1 9010 70.0 80.0 49" - 3810 35.0 30.0 30.0 7010 80.0 7010 80.0 S4' - - - 32.0 32.0 62.2 71.1 o0" ANCHOR TYPO 'a' & 'C - - - - 25,8 28.8 - - - - 86.0 84.0 WINDOW Blue. 16" GLASS TYPO IS, & 'Dl' 70,0 70.0 70.0 9010 7010 60.0 70.0 70.0 70.0 90.0 704 80.0y DIMS TYPE 'A' 24" 30' Gfam TYPES 'C.. 'Cf & 'O' 70.0 70.0 70.0 7210 7010 72.0 70.0 70.0 70.0 90.0 70.0 60.0 87.8 57.6 87.8 57.6 57.6 87.6 84.2 04.2 70.0 9010 OA 70.0 4 38" 72, 4810 48.0 4&0 4810 - 70.0 90.0 70.0 80.0 a 4Y 70.0 - 41.1 41.1 - - 70.0 80.0 90.0 48' 80.0 - - - 36.0 38.0 - - - - 70.0 800 70.0 84' 9010 - - - 3210 32.0 - - 622.2 761 OA 8D" 28,8 28.8 SSA 84.0 7010 18" 90.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 700 70A 80.0 70.0 80.0 8010 24" 70.0 70.0 70.0 70.0 72.0 70.0 72.0 70,0 70.0 70.0 90.0 70A 8010 90.0 30' 841, - $7.8 87.6 57.6 57.8 - 70.0 9010 70.0 EGA 28" 38' 66.5 - 4810 4&0 70.0 80.0 66.6 42' 668 - - - 41.1 41.1 - 70.0 80.0 7010 48" 9010 30,0 36.0 70.0 80.0 80.0 I8` 70.0 70.0 7010 80.0 70.0 8010 1&0 7010 70.0 90.0 70.0 O.0 66.5 24' 66.5 70.0 70.0 7010 72.0 7010 72.0 70.0 70.0 70.0 88.0 7010 80.0 868 30" O, - 87.6 57.6 87.6 57.6 - - 70.0 90.0 70A 80.0 9010 38" 00.0 - - 4&0 48.0 - 70.0 80.0 42" 66.6 - - - - 41.1 41.1 - - - 70.0 80.0 668 98` 3810 38.0 7010 60.0 te' 70.0 70.0 70.0 90.0 70.0 0&0 70.0 700 70.0 90.0 70.0 80.0 W 24` 70.0 7Z.0 7010 72.0 - - 74D 80.0 70.0 80.0 L 30' 98` - 87.8 57.8 878 $7.8 - - T0.0 90.0 T0.0 88.0 30" `• - - - 48.0 4&0 - - 70.0 88.0 42' - - 41.1 41.1 - - - 70.0 EGAJ � 3� %% 81, jl� (VOTE: GLASS CAPACITIES ON THIS SHEET ARE mm AND LENGTH OW ON ASTM E1300-04 (3 SEC. GUSTS). VERTrALI.Y OR HOPoZON 1u 7b892 PItODUOTREIVISIM Growing no. DSC a i3 W03-57 ' sheet 3 of 7 DESIGN WAD CAPACITY - PRF ANCHOR TYPES 'A' & 'C' ANCHOR TYPO 'a' & 'C WINDOW Blue. CLASS TYR 'A' GLASS TYPO IS, & 'Dl' OWES TYPO v. '1:1' & T2' DIMS TYPE 'A' am TYPO 'B' & '81' Gfam TYPES 'C.. 'Cf & 'O' WW HEIGHT EXT.(+) 1M.(-) 9KT.(+) tNT.(-) EXT.(+) 1M.(-) EXT.(+) INT:(-) -.(+) INT.(-) -.(+) INT.(-) 10-1/8' 70.0 70.0 70.0 90.0 7010 80.0 70.0 70.0 70.0 9010 70.0 OA 26-1/2' 70.0 7010 7010 90.0 70.0 8010 70.0 70.0 7&0 90.0 70.0 8010 37' 28" 68.6 66.5 a" 66.6 68.8 668 70.0 7010 70.0 9010 70.0 80.0 48" 06.6 66.5 86.6 66.5 688 868 7010 70.0 70.0 9010 70.0 00.0 113-1/8" 60.8 66.6 668 668 888 88.5 70.0 740 70.0 90.0 7010 80.0 19-1/8• 70.0 70.0 700 90.0 7010 80.0 70.0 70.0 70.0 90.0 70.0 80.0 28-1/2° 68.2 65.2 68.2 6&2 65.2 66.2 70.0 70.0 7010 90.0 70.0 60.0 37' 38-3/8" 46.7 46.7 46.7 46.7 46.7 48.7 68.1 68.1 70.0 00.0 70.0r75.9 40' 40.0 4510 4610 48.0 48.0 45.0 66.7 65.7 7010 9010 70.0 53-t/8' 45.0 45A 46.0 45.0 45.0 45.0 8&7 65.7 70.0 90.0 70.0 19-1/8' 7010 70.0 70.0 90.0 70.0 HMO 70.0 7010 70.0 90.0 70.0 26-1/2` 66.2 65.2 0&2 65.2 65.2 882 70.0 704 70.0 9010 70.0 37' 50-5/8" 46.7 46.7 48.7 48.7 4&7 40.7 68.1 68.1' 70.0 8D.0 - 70.0 48' 36.0 36.0 36.0 36.0 - - roA 90.0 70.0 63-1/8' - - 34.1 34.1 34.t 34.1 - - 86.4 OS.3 0&4 19-1/8• 70.0 700 90.0 70.0 KO 7CA 704 70.0 9010 7010 80.0 26-1/2' 65.2 • 66.2 6&2 65.2 8&2 7010 7010 70.0 90.0 70.0 90.0 37' SB° 46.7 46.7 48.7 46.7 46.7 68.1 66.1 70.0 0.0 70A 80.0 48' r40..7 - 36.0 3&0 38.0 36.0 - - 70A 90.0 70.0 8&0 53-1/8' 32.5 323 - - - 632 72.3 19-1/8• 7010 70.0 90.0 70.0 90.0 70.0 70.0 7010 90.0 70.0 80.0 26-1/2' 68.2 85,2 88.2 68.2 65.2 7010 70.0 70.0 90.0 7010 00.0 37' $3" - 46.7 46.7 46,7 46.7 - 70.0 904 70.0 80.0 108• - - 3610 36.0 - 7010 I 80.0 53-1/8° 328 32.8 - 63.2 1 72.3 111-I/8' 7010 70.0 70.0 OM 7010 0&0 70.0 7010 70.0 90.0 70.0 0.0 26-1/2' 682 O$2 662 05.2 88.2 68.2 70.0 70.0 70.0 90.0 70A 90.0 37' 74-1/4" - 4&7 46.7 48.7 40.7 - 70.0 90.0 70.0 80.0 48' - 36.0 3610 70.0 9010 83-1 8' 32.5 32.8 63.2 72.3 98` 3810 38.0 7010 60.0 te' 70.0 70.0 70.0 90.0 70.0 0&0 70.0 700 70.0 90.0 70.0 80.0 W 24` 70.0 7Z.0 7010 72.0 - - 74D 80.0 70.0 80.0 L 30' 98` - 87.8 57.8 878 $7.8 - - T0.0 90.0 T0.0 88.0 30" `• - - - 48.0 4&0 - - 70.0 88.0 42' - - 41.1 41.1 - - - 70.0 EGAJ � 3� %% 81, jl� (VOTE: GLASS CAPACITIES ON THIS SHEET ARE mm AND LENGTH OW ON ASTM E1300-04 (3 SEC. GUSTS). VERTrALI.Y OR HOPoZON 1u 7b892 PItODUOTREIVISIM Growing no. DSC a i3 W03-57 ' sheet 3 of 7 SEE pmm ASN SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE, Et�gn Fi � A ydssa • anOnucrtBTvrs11D 6 -- � m Fio>Gta g 0l3 drawing no. La lmuw uoI W03-57 .S.— WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM lion AND TRANSFER THEM TO THE BUILDING STRUCTURE. O TYPICAL ANCHORS' SEE ELEV. FOR SPACMG �. TYPE 'A'- 3/18" DLA. ULfRACON BY 'ELCO'(Fw177 KSI. FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES PENETRATION INTO WOOD 1-3/8" MIN. p THRU ABY BUCKS INTO CONC. OR MASONRY $ h 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q FM7 DIRECTLY INTO CONIC. OR MASONRY Q a p 1-1/4" MIN. EMBED INTO CONC. OR MASONRY x(18" TEUC OR SELF DRILLING SCREWS (GRADE 5 GRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'B'— j/4" DIA. ULTRACON BY 'ELOO(Fu-i77 KSI, Fy=155 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES M 1-3/8" MLN. PENETRATION 114TO WOOD q; THRU 15Y BUCKS INTO CONC. OR MASONRY > �' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 67 It SMS OR SEDRILLING SCREWS (GRADE 2 CRS) AL' 81` M j ,J14 INTO METAL STRUCTURES Zz STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) 1 ALUMINUM : 1/8" THK. MIN. (8063—T5 MIN.) i3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)y TYPE 'C'— #10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK. - .090") Ed - ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY - 1-3/8" MIN. INTO WOOD STRUCTURE = 1" MAN. INTO METAL STRUCTURE - 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'e - 3000 PSI MIN. K C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE, Et�gn Fi � A ydssa • anOnucrtBTvrs11D 6 -- � m Fio>Gta g 0l3 drawing no. La lmuw uoI W03-57 .S.— TYPICAL ANCHORS Mt PART # I !k AiiTITY DESCRIPTION MATHWAL NMANP./BUPPLf a/RulAm 1 ES600t 1 4 WLNDOL7 FRAME 6083 -TS - 2 ES1008 OPMW4. OLA21NO STOP 6083 -Te - 2A ES1103 4/ 19[171. OLA2W0 STOP (6/18" OIASS) 8083-T6 - 28 E81017 4/ WDL7. OLA2LN0 SLOP (7/18' OIASS) 6063 -TS - 3 ES6OO2 4 FRAME COYER OPRONAL) 6003-75 - 4 B8 X 1" AS RECD. ASSEMBLY SCREWS CRS PH SMS 0 27-372 2/ LITE I SEMO BLOCK MW 7/18' X 3/18' X 3-1/2' LONG 8 ES1010 OPTaN1A1. OL/Z810 WEDGE 80FT DUROMEIER 70 SHORE '$ 8.1 834013 OPRQNAI. QIAZINO WEDGE SOFT PVC DUROMUFA 70 SNORE Z 8A 27-428 4/ WDW, OVZINO GASKET EPOM DUROMETER 60 SHORE Yr 7 ESIMS FLUSH FRAME ADAPTER 8063 -TS OPTfONAI. 4" 08 �4go f1. j Ito 09 OnM� U3 41ODUCF REN Vft 4tcomp171ngwltkthe Fb194t g %Wtngcode 4ccept..teRe - Ran Date 6i4m c Y AUt .Mf1O . �•Lg�2 ABVI3DA �+ ^ � O40tptylgwiNlduFlo9id0 � � droWMg no. meuatW03-57 .329 .837 e�-i.�sa-w 2A O, FRAME SQUARE GLAZING STOP .203 147 -- .803 080 .082 .837 O .837 O 2 GLAZING STOP (OPTIONAL) SQUARE GLAZING STOP J7W .877 AV A4$ .888 '—_j FRAME COVER (OPTIONAL) .328 .224 O GLAZING WEDGE (OPTIONAL) 9.t SM LE 1.1 2.120 .082 .770 $OV 2.288 O FLUSH FRAME ADAPTER ,.788 0.142 .128 /-N ALUM CORNER LOCK �AFiI TYPICAL ANCHORSACINa SEE l DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NDA of Ft 'RODUCTRENEMB, ;0c6moyingwltB the Flamm RaidlagCWa Acctplaace Na Es Iratioa Date f g pr - INSTALLATION DEI'AILS '{PITA FLUSH FRAME ADAPTER VW JAW AWAO ieT3V188T) \Pa dw of Ft . •` H ,�Ial l Its, drawing . no. W03-57 4 mm .. I q ALUM svW IY .� 14.1 STRAP A� 14 RECT. OR =ARE WINDOWS RECT. OR scum WINDOWS CIRCULAR NNOM TYPICAL COMER PNTAUA UN I ucruvawn low yDade t__ OF02 RRVM CAN, mm Had r vial once No W03-57 THERMAI-1M,,J0 THERMA TRU DOORS 1 1'8 INDUsTR1AL OR— E04MRTDN, OH 43517 TEL. (419)298=174. "PROFILES "'*& 'TRADiTIONS" SERIES STEEL 'DOOR INSWING DUTSWING "IMPACT G1tiJERA1110TES 1. This Product hos been evaivated and B in compgance with the 2010 Flottdb BuBding Cede fFBtJ } circ requmements kxAx n —the Wgh'VebcRy fitsftem Zee" p lvwj. 2. Producl onchors shdd be as Dsted OW sPacedat shos to on detok Anchor embedtnent,to base mW dwi shag be beyond walldresftorstuoce. , 3. When used in the 14VW thk product compewith SeCHO 1626 of t!� Honda BuOdmg Code and trots not require on impact resistant covering. 4. When used in ureas oulsift of 1110liVtlr requ ft. wkid borne debits protectjen this product compffs with Section 1609.1.2 of the 22010 FBC and does not teq*e-an impact msetant L•oxering. It* PFoducl meets missile level "W and includes Wind Zone 4 as defined in ASTM E1996 and Section 1669.73.4 ofthe FM S. For 2k stud fronting aanstrucfiM anchoring of these units shall be the soiaue ats thaf shown for2x buck mosonryconsinxtion, 6. Site condflons•thot deviale from the detogs orihls dro ving requfe further engineering on tt by a kcetued engineer or registered archhcf. 7. outswing confVumr'O- using coastal OWW tng item #31 meetwaterinfitrotion reclorements for WRr. 8. inswing configuraliws and ouh%ft conrollotion; when using Rem #18 and Item #33.do not meet the water infittrotlon requirements for the 1WHr. hT*Vg vn- As'shag be installed only n rrorrhabltoble oreas.or at hobRoble tocatiom Protected by on oved=V Or corropysuch ihat fheongie between fhe edge of canopy or overhang to A is fess than 45 degrees 9. Ali steel shop be Protected as SP -Med in Section 222D of the FBC. In addiliah, steel -in contdct with olvmtn— shop be Protected as sPecifted in Section 2=.&4 of the FBC. 9775 MA7(. 3 � ` ro MMAE:WOTH ooe—z � d0" 5Th s 4 P.ANfi WIDTH cgso �z �/ W H g., /Z1 1 W 8 o = ¢y a � 4 7�,Z-n WOMM-A'1umnoNS'•SEIrH mon 4�Lj I 6zz TAtUE 0FC011TfM SHWO DFSCRtPfrON 1 T eleverons Pressureia'gen wdnotes 2 Door 1 lals 3 U.=Pam detcos 4 5 Horizontal cross sedkxu VertiCaftross secr*ns 6 eua k arxf $ante anc 2X twek nlos6ary cofsifrue. fon 7 kanle WCf16—ft IX buck n'�osowy psnstnki m 8 80 0l Moterlok and componem 9775 MA7(. 3 � ` ro MMAE:WOTH ooe—z � d0" 5Th s 4 P.ANfi WIDTH cgso �z �/ W H g., /Z1 1 W 8 o = ¢y a � 4 7�,Z-n WOMM-A'1umnoNS'•SEIrH mon 4�Lj I 6zz ,... a ,3"7.75'x80.6,.ri- t P .7 �S 36.= i DOOR PANEL WIDTH g22 U � e ?a "PROFRES' SERIE4 DOOR PANEL EXTERIOR INTERIOR HOP ONTAL CROSS SECTION 2 N z �reci � s eornDM eAru a«weroro nine wood con�7e EXTERIOR INTERIOR r�Z1 VERIICAL CROSS SECTION 2 2/2 12 +E N.T.S. 5 :. W. JK o er UFS i FL -10599.1 g i 2 or 8 3&W I DOOR --j PAN& WIDTH 2 [9 y+ e C %1 "IRADRIONS' SER1E5 DOOR PANEL INTERIOR C11 HOR(SONfAL CROSS SECBON 2 1.66--{ 633 - � .66' — �{ h o s � s aoTrow, RAnr, ao�eraw t� wood etre TAT :q-4 I-, I.W 04N*-WOON1NGE SIDE SIRE %1 WOOD DITCH SIDE 5111E EXTERIOR INTERIOR �1 VERTICAL CROSS SECTION 2 +E N.T.S. :. Or JK . er+ LFS ;; n0.: FL -10599.1 n3 w _8 o " L 0.130 G cm fryp-) 1-114"MW. g Ema. (TYP.} Q HORIZONTAL CROSS SECTION 4 Inswing tort Q=tion INTERIOR EXTERIOR INTERIOR EXTERIOR 1-114" MBJ. EMB. PYP.) — r s � NORRONiAL CROSS SECTION 4 NO"w/lxwbbuck INTERIOR EXTERIOR t- ' \ HORaONTAL CROSS SECTION 4 Inswing conBguratlon 1-1/4" MIN. FMB. (IYP.) C j 0 i N pij O N Q F N c m ,-o O c 2/27/12 = N.T.S. 04 :. SY.- JK m ft LFS 3 rwc No.: a FL -10599.7 n 0 el 4 of B E E a ` o EXTERIOR '- WTERIOR 1 VEWL CROSS SEMPV I 5 w&Q confUmiton 3QVERTICAL CROSS SECNON 5 Sea�W"fit ote 8 �I 1 ta'HVH7'•+ofor intottaf on requNemen6 EXTER►OR /! —INTERIOR U Q VERTICAL CROSS SECTION S 5M0—WJixsub-bock EXTERIOR r" 5 oL CR�u ss SEcrm see 9enero1n0f08.�nsA@et 1 to HVHI wotet inhitrafton requtremenu fl 119■1F E22712 Im N.T.S. 9 L rx: LfS 3 wac uo< d FL -10599.1 g n --5-a 8 " D TYP. HEAD & IAMBS MASONRY 7. OPENING 1 2)( ;T SEE HINIC DETAIL SEE HINGE DETAIL 2 BUCK ANCHORING IONGEjAma CONCRETE CH NOTES. orloC I. Concrete o"nchorlocafforis of the comers maybe adjusted to maintain the min. edge distance to motor Joints. 2. Concrete anchor locollons notes as "MAX ON CENMr must be adjusted to mointoin the min- edge L*f- to mWforMnis, addWOnd concrete anchors may be required to ensure the MAX. ON CENTER" dImembm are not exceeded 3. Concrete anchor table- . ... . .... . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . .. ... ..... . . . . . . .. .... ... . . . . . . . . . . . . . . . . . . . ITW TAPCON" 1/4' 2-1/7 "'Co" ULTRACON- 114 4- MASONRY7 TYP. HEAD & OPENING IAMBS FRAME z 2X SUCK OUTSWING 0 FRAME ANCHORING Masonry 2X buck construction STRIKE JAMB LArCH & DFADsMtoErAjL HINGE WAIL i HINGE DUAIL E_Za7 L12 Z" MT.Sw BY., JK ;wQ -No- CE FL -!0599.1 c ir 6 of 8-1 SEE HINGE DETAIL 1 SEE HINGE. DETAIL 2 r .. a.. MASONRY _ TYP. HEAD 8 OPENING JAMBS FRAME 1X BUCK TOUTSVVlNG o INSWING HINGEJAMS fRAMEANCHORM Masonry 1X buck conch mKon CONCRETE ANCHOR NOTES: 1. Cor�rete anchor loc=o the comers maybe adjusted to maintain the min. edge distance 10 morlor joints. 2. Concrete anchor locations noted as MAX. ON CENTER" mut be adjusted to maintain the min. edge distance to motor joints, ado oncl concrete anchors may be required to ensure tits MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ............_....:._ AIG.... F idF4li it�►VsCt#ARr V ' ....:.....:..:..:.................... :< i P.. ? :; ;;•sStbl!R'14 . . .... %:aiajkGif ::.:.-:: •::.: ��...::. _:..._::.................::::.::::::::::-:;;:r;:> 3/16' :a:::r: I -1J4" ; z:z::_ts'L�'b:5��::::=;'.i;::'riri.114`DR r ;��> ffW ® TAPCON 7/4' 1-14" 2-1/2" 3 ELCO ULTRACONo 1/1' 1.1/�' 1' q" fop SMUJAMS tAXR t DEADBOU DEUR HINGE DETAIL i HINGE DETAIL 2 e� i w O N Q � o C 2/27/12 } Lc: N.T.S. :. BY. JK m' rn: LFS rum No, a FL -10599.1 p 0 v 7 w e v 31 IMES NG Thrashpld ---4 _ 11 o L q� I—T !`-- 2.36' ---�{ 19 20 h=T" SSIDE C--Aotif 4563" -- h t �"F 1NSWING 33 Threshold KN1 1.6 N m O N Q nN� � x *;22712 i uE N.T.S. 9 er: JK m c er LFS 3 1wm No - FL -20599.1 g BILL OF MATERIALS ITEM DESCRIPTION MATEIPIAt A 1X BUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 C MAX. 1/4" SHIM SPACE WQOD WOOD D I/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STS E MASONRY - 3.192 PS! MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 114"X 1-3/4" PFH ELCO OR ITU/ CONCRETE SCREW STEEL H 3/16" X SIX PFH ITW CONCRETE SCREW STEEL t I/C X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 114 X 3-3/4` PFH ELCO OR ITW CONCRETE SCREW STS K #8 X 2-1/2" PFH WOOD SCREW STEEL L # 10 X 2-1 /7 PFH WOOD SCREW STEEL I DOOR SKIN; PROFILES STEEL SERIES 24GA .027 MIN. Fv= 48.471 PSI MIN. STEEL lA DOOR SKIN: TRADITIONS STEEL SERIES 2SGA..018" MN- Fy = 27.830 PSI MM. STEEL 2 TOP RAIL WOOD 3 LATCH STELE 4 HINGESIILE WOOD 5 BOTTOM RAII WOOD 6 POLYURETHANE FOAM 8ASF, EMS. DENSITY COMP. FOAM 7 MEDIUM REACH COMPRESSION WEATHER-STRIP fTHERMA TRU FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM 9 4" X 4' HINGE .097" THK ERMA-TRU STEEL 10 # 10 X 3/4" PFH WOOD SCREW WINGE TO FRAM STEEL 17 PASSAGE LOCK -KWIKSETSIGNATURE SERIES STS 18 THRESHOLD OUTSWING ERM -TRU1 --TRU, ALUM./WOOD 19 HEADER JAMB (4.656' X 1.25' THERM PINE) SG >- 4143 WOOD 20 SIDE JAMB (4.656- X 1.25" THERMA-TRU, PINE) SG >= 0.43 WOOD 1 A SIGNXM19TRff76W- STEEL 27 LATH WKIFE PLATE STEESTEELL B LT PLATE 31 COASTAL OU13NNG THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM.COMP. 38 LOCK BLOCK 2.625' X 10.375" X ).625THK. WOOD 40 PROFILES SERIES DOOR - SEE PANEL DETAIL SHEET FOR DETAILS 50 TRADMONS SERIES DOOR -SEE PANEL DETAIL SHEET FOR DETAILS 31 IMES NG Thrashpld ---4 _ 11 o L q� I—T !`-- 2.36' ---�{ 19 20 h=T" SSIDE C--Aotif 4563" -- h t �"F 1NSWING 33 Threshold KN1 1.6 N m O N Q nN� � x *;22712 i uE N.T.S. 9 er: JK m c er LFS 3 1wm No - FL -20599.1 g MIAMI•IJl4DE NUAnu DAD1& COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamida4LHoy/eeonomv Sunshine Windows Manufacturing, Inc. 1745 W. 33r" Place Hialeah, FL 33012 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 RER - 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 AHI (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. RER 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 1120011181011 Outswing Aluminum French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. FD08-01, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets I through 4 of 4, dated 04/02108, with revision 1 dated 05/21/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass cites 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, city, state, model/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 wil I 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 renews NOA# 12-0320.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Lal/ Ili Nn 13-04161 ` MIAM!•DADS COUNTY Expiration Date: May 08, 2014 Approval Date: May 09, 2013 Page I Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 02-1104.03) 2. Drawing No. FD08-01, titled "Series 2001 Aluminum French Door - Impact Resistant Glass", sheets 1 through 4 of 4, dated 04/02/08, with revision #1 dated 05/21/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#12-0320.04) 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, Side—Hinged Door Systems, per FBC 2411 3.2.1, TAS 20294 and per AAMA 1304-02 along with marked up drawings and installation diagram of an aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI 3399, dated 08/16/02, and addendum letter dated 04/24/03, both signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, dated 03/31/08, signed, sealed and prepared by Francisco Hernandez, P.E. (Submitted under previous NOA No. 10-0322.11) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastern Chemical Company (MA) for their "Saflex CIear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. Manuel P.Peez, X. Product Control iner NOA No. 13-0416.16 Expiration Date: May 08, 2014 Approval Date: May 09, 2013 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of confoi mance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA No. 12-0320.04) 2. Laboratory compliance Ietter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan, P.E. (Submitted under previous NDA No. 02-1104.03) 3. Testing agreement letter, dated 03/28/13 between Fenestration Testing Laboratory (FTL) and Miami Wall Systems, issued by FTL and signed by Manny Sanchez, Chief Executive Officer. 4. Letter from manufacturer, dated 4/8/12, requesting a 1 -year extension to allow time to perform verification test, signed by Noel Martinez, Assistant Manager. G. OTHERS 1. Notice of Acceptance No. 12-0320.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French" 8 -Ft. Outswing Aluminum Glazed Door - L.M.I., approved on 06/14/12 and expiring on 05/08/13. 2. One year approval, subjected to successful verification test, the final approval will be issued for the balance of the remaining 4 years, of a total of 5 years. Product Control E mi r NOA No. 13 04 .16 Expiration Date: May 0 , 2014 Approval Date: May 09, 2033 E-2 ELEVATIONS DESIGN PRESSU T- DOOR DQOR LEAF DOOR DOOR LEAF ANCHORS HEIGHT LEAF WIDTH AT HEAD (NOMINAL) ANCHORS POS. NEC, (NOMINAL) AND 3.— FOR NUMBER OF ORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRE CHART. PER JAMB - AT SILL 4,— FO ATTACHMENT INTO CONCRETE OR MASOpW.WITH 1 BY USE 3'-0" 4.8'-0" 1 4" DIAM. ULT N BY EIA.COOO WITH 11. 1/4 EMIINN.. EMyB�EDMENT R 8 70.0 70.0 2'-6" 3 +70.0 70.0 3'-0" -4 6'—S" 7 70.0. 70.0 2'-6" 3 70.0 700.0 FLUSH DOLPSs TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SI.L OF EACH . ALL DOOR F1lHSTf 80L SHALL DE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ON CHART. I gs DRAWING No. FD08-01 CATER 04-02-0 SIAM NTS SHEET I OF 4 GD, URAL NOTIZRs 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBG. 2.— SHUTTERS ARE .NOT REQUIRED. 3.— FOR NUMBER OF ORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRE CHART. A 4,— FO ATTACHMENT INTO CONCRETE OR MASOpW.WITH 1 BY USE 1 4" DIAM. ULT N BY EIA.COOO WITH 11. 1/4 EMIINN.. EMyB�EDMENT R Rte• AT�IACHMFJd7MWTON2 BY OR WOODENI�yiTRllCillRE U' 2" MIN. PINEfRATTON 1 /4° OIAM. ULTRACON BY ELCO WITH 1 1 INTO WOOD AND 1" MW. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DLW. GRADE S SHEET METAL SCREWS WITH i" MIN. EVg, DISTANCE. 8.— CONCRETE STRENGTH fo-3,200 pat MINCMU PER ASTM COO, FILLED CMU fni-2,000 pal MIN. 8.— USE NON SHRINK NON METALUC GROUT 3 KSI MIN. AS REQUIRED. 7.— WOOD HOST STRUCTURE SHALL. BE "SOUTHERN YEU DW PINE" G- 0.88 OR GREATER DENSRY. 8.— THE THICKNESS OF 7HEST��[, ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 . ALUMINUM SHALT. BE 800$33—TS. STEEL SHALL BE Fy-'38 KSI NUN, SHALLTO BE E�STRUCTURE 9.— WOOTRAANSFEERR�GLAZING SYSTEM TO THAND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10.— ALUMINUM IN CONTACT WT) DISSIMILAR MATERIALS SHALL OTHERSAS SPECIFIED IN SECTION 2003.8.4 BE THE ZOCTE FV 11.— DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE. COLONIAL MUNTTNS CAN BE APPLIED. 13.— SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE uonuCre�lvl Wtao PLATES, FLUSH BOLTS, FRAME .PANEL, ETC. aecomplyc9 1116e — FRAME CORN CONSIST OF BUTT JOINTS FASTENED WITH tzto$ft 4ee"Hca(2) #10 X 1 PAN HEAD SHEET METAL SCREWS. t:xplratlooDate R4. I�ieat FLUSH DOLPSs TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SI.L OF EACH . ALL DOOR F1lHSTf 80L SHALL DE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ON CHART. I gs DRAWING No. FD08-01 CATER 04-02-0 SIAM NTS SHEET I OF 4 nANCHOR SPAM SEE EI.6VMONS ON SH M i OF 4. 1/4° SHIM MAX (117'.) a FOR KWER OF ANON FOR EACH 0009 UNIT SUE REFER i aTO DESW PRESSURES CHART ON SHEET 1 OF 4 {3 ° •FOR ANCHOR SFlECRON SEE NOTE 14 ON SHEET 7 OF 4. m i GAL FOR DOOR JNBS k+` s4 ci 4 �'t = Sw76hiN6 �iadoes. f1C1Ofacw*, IAC. 1748 w 33rd Place 9 7 3 3 8 g e �ta0}3a4-seolh Florida at • ` • Et (3} 10 LO 3 3 10 10 ' ' Po>a(3o81�a2e••ette m OD .,x.,,. IBY OR 281 WOOD SUCH BY MERS SYM GMu ww_ LaI WFNOA1 ALL STOOD I MUM I SEE N 0 ON SHEET 1 OF 4. FOR ANCHOR SPAM SEE ELEVATIONS ON MEET 7 OF 4 � ` 4. GLAZING DETAIL ° FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER eQ TO OMON PRESSURES CHART ON SHEEP 1 OF 4. FOR ANCHOR SEHECON SEE NOTE 4 ON SHEET H OF 4. 11 12 f$l •o . t (IYPICN. FOR DOOR JAMBS) '• '• 4 0.090° SAM—KEEPSAFE BY SOLUVA °. }a t/8" HEAT t/8° NEAT g g 10 10 STRENGTHM9 STREtdOTHENEO o•. 4. 13, 16 E• , .o .w PFJUM TRIM (OPTIONAL) .y,.� � •. 17�6iBVIMUM) erte • vA� . a ° t O aRt 8 CO SILICONE / /,\ O 0014 RNING 99 (\J,a%) ,�v i °• a PECOR4 888 WA. s 4TO1111 7 NETY"Wl ORAMM Na HORIZONTAL SECTIONS a l:oMPlCYlnU HhihaP(ap � }f1 /� FDos-01 9Mdtaa a A 74ol -ti/ V�Q Acceptsaca Na idrat as Data D OATEt 04-02-08 a f$�p V.%SOME, 'Ir—l" Miami aPrBdu'tlCaa(' o aM FRAHC15G,0`H SHM 2 OF 4 IMPACT CLAM SEE MASS N01E ON SHEET 1 OF 4 AND OIAM UM SHOTM IN WEST 2 OF 4 FOR MW SPMNO SEE E18VN M PM IIOOF 44.. R FOR HUDSER OF ANCHDIB FOR Fk2liwun MART F AHW{OA SEE 10 4 ON SHIOF EST I OF 4. (IYPORI. FmDOOR 00 ANO S VERTICAL SECTION MATRUTAL I.L51T ITEM # PART REQD. DESCRIPTION MATERIAL 1 SW -38 1 FRENCH DOOR HEAD 600-46 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL 8083-T6 3 SW -36 4 FRENCH DOOR VERTICAL STILE 6083 -TB 4 SW -37 2 FRENCH DOOR JAMB 6063-T8 8 SW -40928 (4-) 1 PER ANCHOR FLAT FILL COVER 6063-T8 6 SW -40 1 FRENCH DOOR SILL . (MILL FINISH) 8083-T6 7 SW -47 1 FRENCH DOOR ADAPTER 6063-78 8 SW -3332 AS REQ'D FIN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW -87 3 PER LEAF 8- BUTT HINQE 8083 T8 10 SILICONE AS REQ'C DOW CORNING 998/PECORA 698 SILICONE 11 SW -L1 1 LOCK (LATCH) METAL 12 SW -L2 1 Yq NEY/ TRAQ3TIONS' 800 SERIES DEAD BOLT LOCK KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR METAL 13 SW -FB 2 PER LEAF SERIES 2810 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS7-4tOtl 10 X 10 SMS 18 SCREWS' AS -510 # 10'X'1 1/2 SMS 18 SW -30 AS-RI:Q'D APPLIED PERIMETER TRIM 8083 -TS 17 SCREWS AS-RCQ'D # 8 X 1/2- SMS 18 SW -H 1 SURFACE MOUNT HANDLE METAL 4.00' 4.378 J FD HEM (SW -38) Q >D TOP & BOTTOM !WI (SW -30) } OFD GU STnE (SW -38) -' 1& PERIMETFft TRidt r r II �- I_ ur 1 r am 4�FO JAMB (SW -37) O FD FLAT FILL COVER (SW -409280) FD SILL (SW -40) •4 D 1908' %J FO ADMTER(W 47) ® FD HINGE (SW -87) Man* IDG 1748 W 33Ma� ItloteoTb R.M. 33013 PFU j304-986II F 4b)3?8-61IH thoptaift PRODIICRRBvow C1WMN0 Na �BeunmMWo ro., 0lmde 2. no0DT'foA12 ' o w _-i7L�t2. Std0.EI 1/2be1• SHEET 3 OF 4 a 10 BY I- PN, SMS Il II II ' I} II r R z ; Io 11Y 1 Ila" PN. sMs }�A��W$ Wdoct dn9l Inc. J,J' II 1746 W. 3&4 Rd" Whbdh --(.hPhi 06)3444-OU2 Fme(J06)Sg8-6118 Ir=,u 7 B ty1 tJ • 10 _ DOOR FRAME UPPER CORNER. DOOR PANEL UPPER CORNER e'S 10 n n 8 6 �I L=JJ II a 10 SY 1 1/2- PK SMS }I O i II a g 10 BY 1• PR, SMS DOOR PANEL BOTTOM CORNER _ N DOOR FRAME BOTTOM CORNER } ROnWr RENEWIM d+4Omnl7logw1ththerim" PROIDUCPRBWM ORWANG No, w46mg cu4e o�N7„ Lw. ZOO FDCB-01 eaenon oa% � .a� ► IAsceptane°NoIG� DATBt.04-0a-OS SC a �3..12� m R CORNER CONSTRUCTION DETAILS s e ewwcisco Me oez F1.okIRA, p8.' 8193 stt¢t:T 4 OF a r+11tt MtAMMADE ML011 DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miumidadegov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33"' Place Hialeah, FL 33012 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shalt 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 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. RER 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 "8000" Aluminum Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Walt System (L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. Mi5SILE 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 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 renews NOA# 12-0314.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Sunshine Windows Manufacturine. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0314.08) 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) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinderNOA#48-1114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, dated 09/02/08, prepared by Al—Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. (Submitted udder previous NOA#09-0413.10) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (R.ER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sent yGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2, /, ilf:�2 Manu P.E. Product Con of Ex iner NOA 122.05 Expiration Date: April 03, 2018 Approval Date: April 25, 2013 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 05, 2012, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E, (Submitted under previous NOA No. 12-0314.08) 2. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-1114.16) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nufiez. (Submitted unders NDA No. 09-0413.10) G.' OTHERS 1. Notice of Acceptance No. 12-0314.08, issued to Sunshine Windows Manufacturing, Inc. for their Series 8000 Aluminum Window Wall System - L.M.I., approved on 05/24/12 and expiring on 04/03/13. ManuclrPere Product Control Ex min NOA No. 13-0 .0S Expiration Date: April 03, 2018 Approval Date: Apr1125, 2013 E-2 w SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE P PACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESNONEO AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SIIALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING CR LOADING CONDITIONS NOT SHOWN IN THESE QUAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED TO METAL SCREWS,'THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.6.4. ' INIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LAAIj REQUIREMENT BASED ON WIND VEIOCHY, BLDG. HEIGHT, Wm ZONE USING APPLICABLE ASCE 7 STANDARD. i STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD 9 CAPAMW OF DESIRED GLASS SIZE. 4 .STEP C1,M HE CHT UStaSING CHAR ON SCAPACITY SHHEEATS3TTHM SPACING R THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. p STEP USING CHARTS ON SHEETS S k 7 SELECT ANCHOR OPTIC WITH MGM RATING MORE THAN DESON'LOAD SPEOPI£D IN STEP I ABOVE. STEP 5 THE LOWEST VALUE RESULTNO FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SMEM. IALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR S94 AR CAN BE VERIFIED BY INSCRIBING -PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN N DOTTED LINES AND OBTAINING ALLOU9tBLE LOADS FRMS THOSE SHAPES. SINGLE UTES MAY BE INSTALLED VERT01L.Y AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.T. LAMINATED GLASS e LARGE MISSILE IMPACT ofV:i no. D j OOPHO. D L OPG. MOTH SEE CHART SEE CHAR SHEET2 SHEET 2 SHEET 2T SHEET 2 e1 IALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR S94 AR CAN BE VERIFIED BY INSCRIBING -PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN N DOTTED LINES AND OBTAINING ALLOU9tBLE LOADS FRMS THOSE SHAPES. SINGLE UTES MAY BE INSTALLED VERT01L.Y AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.T. LAMINATED GLASS e LARGE MISSILE IMPACT ofV:i no. O.L OPG. YADTH D.L. OPO. WIDTH SHEET2 SHEET 2T N e1 IALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR S94 AR CAN BE VERIFIED BY INSCRIBING -PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN N DOTTED LINES AND OBTAINING ALLOU9tBLE LOADS FRMS THOSE SHAPES. SINGLE UTES MAY BE INSTALLED VERT01L.Y AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.T. LAMINATED GLASS e LARGE MISSILE IMPACT ofV:i no. GLASS LOAD CAPACITY - PCF. NOMINAZ--m - - 0.40. WIM OLO. Hwy Ofdi9S- TYPE 'A' CLASS TYPE 'Ht EXT.(+)/tNT.(-) 25'_- 32' 38' 40' 44-1/4e 48' 52• 86-1/4° � Bob r 130.0 ;- 60.0 :o 80.0 1304 80.0 130.0 60.0 136.0 80.0 130.0 80.0 130.0 80.0 130.0 28' 32° 38' 40' 44-1/4" 48• 62° 80-1/2• 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 804 130.0 28' W. M. 40' 44-1/4' 46' 52• 98-1/2° 60.0 130.0 80.0 130.0 a" 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 127.2 28' 32• 38' 40' 44-t/4' 48• 102-1/2° 80.0 130.0 80.0 130.0 BOA 130.0 BOA 130.0 80.0 130.0 80A 12&9 28` 32° 38' 40• 44-1/4' 108-1/2' 80.0 130.0 804 130.0 60.0 130.0 BOA 130.0 80.0 130.0 2W 32' 36° 40' 44-t/4' 114-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 e0.0 130.0 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). r " i! i, A ALTERNATE BUTTON BUMPE )(g IN UEU OF VINYL SPACERUU8 -AMM 982 DOW SILCNHWO 798 DOW C0R11N8 798 1/4' HEAT STREN'D CLASS 1/4• HEAT STREN'D GLASS C9 It4TQ1LAYER 080' INTERLAYER BUTAUTACDE WD SEMRYGUI4 By 'W1PONr 11Y 'DuPoHY 1/4' HEN STRENb CLASS W f/4" HEAT STREWD GLASS La 771 B iiia ax GIA 9A TYPR 'A' (GLASS B � GT.AZING OPTIONS 4tODINTRENBG p s "OmWsy4wasam"Oft !NldinB e Atau" a nadon Date )� T°yd adeP�dBditCbn J � n PRODUC'Pp8R)1VI8HD 3 C.0.N HaiBwOhOtATNOdde 8�am tm1 DN0 WOS--90 ell" r " i! i, A ALTERNATE BUTTON BUMPE )(g IN UEU OF VINYL SPACERUU8 -AMM 982 DOW SILCNHWO 798 DOW C0R11N8 798 1/4' HEAT STREN'D CLASS 1/4• HEAT STREN'D GLASS C9 It4TQ1LAYER 080' INTERLAYER BUTAUTACDE WD SEMRYGUI4 By 'W1PONr 11Y 'DuPoHY 1/4' HEN STRENb CLASS W f/4" HEAT STREWD GLASS La 771 B iiia ax GIA 9A TYPR 'A' (GLASS B � GT.AZING OPTIONS 4tODINTRENBG p s "OmWsy4wasam"Oft !NldinB e Atau" a nadon Date )� T°yd adeP�dBditCbn J � n PRODUC'Pp8R)1VI8HD 3 C.0.N HaiBwOhOtATNOdde 8�am tm1 DN0 WOS--90 LUAU UAPACKIT M bUtOi^IS-8!'fHOHT-S�1BR1dBiBiIAATE-N96}lAiddaA4AM8 ro�u JAMB 'J2' UNANCHOBBD ANB '11T JAMB '31' JAMB 'J8' JAMB '48' JAN= OPTION= z NOMINAL DIMS, Ml' NULL '1& MOLL. 'MB' MULL 'I14, NULL OPTIONS L Cl, (+) f2L +) E2r. (+ tT.rH (WT9Aue tErottr 1Hr. (�) 9u. (-) wr. �) ear. (- =3_ 133'; 130.0 130.0 130.0 38' 130.0 130.0 130.0 130.0 42" 13DA 130.0 130.0 139A W1 O 48' 130.0 130.0 130A 130. 84' 130. 170.0 I30A 130.0 WIDTH (W) •+ W1 80' 130.0 130.0 131L0 130.0 AT FRAME JAMB 30" 130.0 130.0 130.0 130.0 4 38° 130.0 130.0 130.0 1304 42" ow 130.0 130.0 130.0 1304 48• 139.0 130. 130.0 139. 84" 121.7 130.0 130.0 1304 y 89' 113.7 130A 130.0 130.0 30• 130.0 130.0 13.00 130.0 38• 130A 13DA 13&0 130. 42' w119.9 1304 130.0 130.0 •�u1 48" 1074 130.0 130.0 130.0 Tat W2 � 888¢dddl 84' 98A 130.0 t27.9 1304 e0" 914 t304 11&4 130.0 VWDTH (W) a Wt + W2 30" 130.0 130.0 130.0 130.0 2 39'120.4 130.0 i30A 130.0 AT FRAME MUI.UON 4 aa•it" 130.0 1394130.0 a a -ice• 48' 994 130.0 130.0 530.0 p 84° 104 130.0 120.8 130.0 M t� 88• 882 130.0 114.4 130.0 J 30' 130.0 130.0 130.0 130.0 1i 1• 113.4 130.0 130.0 13.00 4a• 102• 994 130.0 530.0 1304 48° 88.8 1340 123.2 130.0 84' 80.7 129.9 tits 1�4 77 88" 78.8 12&4 f0&7 120.9 30' St24 130,0 130.0 1304 38• 9&0 130.0 130.0 130.0 42° 108' 82.8 130.0 1424 130.0 48' 734 1180 108.9 130. 83' 8&1 109.8 tOO.2 119.7 30' 1040 130.0 1390 130.0 38` 884 130.0 130.0 1304 J 42' Ito -1/2' 77.1 1238 ties 130.0 ,-__ IAMB 'JX JAMB '38' 1) - TR013UCT RENEWtD 48" 08.7 it" IOL7 124.0 'asc6mpt71ogwlib the Fbd& ea" 84.3 103.4 o8.o tests:tuldln8 Code 30' 80.3 13&0 130.0 1a0 AeteplOncoNo� piratlo00eto Jg 38' 80.4 1494 11&1 1394 MUId.IONS 8 Q,ed„� 42• 114• 894 1124 108.4 130g13 4 g < 48' 82.3 100.1 97.1 89' 937 g71 SD' BIA 130.0 1304 PRODuerRBVIBBD Y L 1,�. 88.8 110.4 113A CMLRA. PE' 7889'6 Iluildiog (7odwPhlhOFEOride ,1^. 1 39.8 984 88.3 O.A.fJ. iP MULLION `Ml' MUW30N 'DUa' MULLSON 'N8' MULLION 'M4' AaaeplmaoMo s30 9&2 874 i 3 NOTE; B INTERPOLATION BETWEEN WIDTHS ALLOWED. 1No Browing rto. W08-90 0 6 201 sheet 3 of 1 LDAAD CAPACITY _ PSF INTERMEDIATE HORIZONTALS • MULLION UMMONS 11TH INTBAMBDIATB NORIZONTAIS JAMB 'JB' UNANCAOtSD roV+V JAMB 'Jl' JAMB 71' LAMB 'J3' JAMD 72' JAMB OPTIONS g NOMMAL DIMS. MUM. Ml MOLL W W. (+) MUM. MO' EXT. t+ MULL M4. UM OMONB 130. W 0p G 7ADTH (w) PRK RDWO wr. (-) 130.0 wT. (-) 1300 B. (-� 130.0 W. (-) 130.0 30' 39` 44' 130.0 130.0 130.0 130.0 130.0 130A 130.0 130.0 � 730' 48' 13010 130.0 130.0 130.0 p N Be 80' 130,0 130.0 1300 130A 139.0 1 130.0 130.0 130D 130.0 1300 130.0 130.0 171 g � 30' 38' 13" 1304 1300 130.0 VAI))TH (W) v 1V1 16v QQQl 42'130.0 89-1/2' 130.0 1300 130.0 AT FRAME JAMB 48• 130.0 130.0 190.0 130.0 � � - Be 118.1 130.0 1304 1300 80• 109.3 130.0 130.0 1304 1272 130.0 1304 130.0 INTERMEDWTE HORIZONTALS 30` 30` 1300 130.0 13" 130.0 j 42' 80' 130.0 130.0 130A 130.0 48" 118.0 130.0 130A 1300 l.0 Be 1044 130.0 130.0 139.0 80' 8410 130,0 130.0 130.0 117.6 130.0 130.0 130.0 � 30• 38' 128.8 130.0 136.0 i30A La � 42° 98' 111.1 130.0 130,0 130.0 N 48` Be 972 80.4 130A 130.0 129A 114.7 130.0 130A -' wl W2 p 80' 77.8 130.0 126.1 130A tO3.2 1364 123A 13"YBDTH Wl + W2 � 17 30' 38• 120.0 130.0 130.0 1304 ) AT FRAME MULLION 2 . 42`se-1/2• 1028 130,0 t3a0 130.0 48' 84' 900 3010 130.0 129.7 1228 109.0 330.0 130.0 Y.) ^ >: g8' 7410 1217 119.0 1300 101.4 130A 1212 t3o.0 30• 30' 108.1 130.0 130.0 190.0 102' Ole 130.0 130.0 1304 48' 81.0 13DA 114.0 130.0 E4' 7210 118.0 101.0 121A 88` 8910 100.2 111.7 130.0 96.0 1304 117.1 1300 30• 30' 91.0 13DA 130.0 130.0'RODULTA6NEtY1� JAMB 'Ji' JAMB is, JAMB 'J9' 3 44` 108' 784 128.8 1184 130.0oo9bNoawlt6tltepf0l'k1t 48' 88.3 109.8 102.0 12t4 It laanwNo , 83' 81.8 102.0 88.8 13010 92.3 13x0 110.4 130. Fs Irctloe HyN (B ®7 30' 38' 4a' nalpe• 8a0 as l817 130.9 va 128.9 111.0 130.0I 130.0 MULLIONS 9'61mI °ted"'" � a 48• 1028 07.4 110.4 Si 88.8 92.9 84.8 130.0 89.9 130.0 107.4 00.0 rt JA A116fAD m 30' 30• "A 124.8 12x.0 1300 ij � 6.0.N ..CTmm ( ma UnUdDi8� 1 42° 48' 114' x0.3 88.0 10&7 804 104.8 91.8 128.0 108.4 MULMON 'Ml' MUIMN IM' MULMON 'M3' MUIUDN 'M4' x'02 ' �P>30 Dara � y S $ 80' .88.7 79.8 8108 128.1 87.8 004 IDSA 000 M mnT pe9daot 3u drawing no. 3B' L4 120 88.4 fW7 110.1 130.0 W08-90 48' 9910 409 914 80.1 94.4 eaa 112.a NOTE 98.7 INTERPOLATION BETWEEN WIDTHS ALLOWED.. Q 8 2612 sheet 4 of 12 SUNSHINE YAN1 i SEE SEPARATE ~ DOOR MULLION LOAD CAPACITY -PSP MULL '(MD)IMutd. '(MDjR''(MD)3' MOLL, 'd2ua 8H ERB mm INCHES CRUMB HBIW INCHES JAMB 'JDA' JAMB 'JDI' JAMB 'JDl' JAMB 'MS' JAUR 'JDs' MOLL 'MOI' MOW. '(no MOLL ,IMS' MOLL WT.. �-� WT. (+! RO'. () INT. (+J 32 36 42 48 84 60 88-1/2 120. 120.0 120.0 120.0 f20.0 120.0 120. 120.0 120.0 120.0 120.0 120. 12U 120.0 1204 120.0 120.0 120. 120.0 120.0 - 119.4 120.0 120.0 120.0 32 38 42 48 84 90-1/2 108.8 120. 120.0 120.0 104.2 120.0 120.0 120.0 972 1zo.0 120.0 120.0 91.1 120. 120. 120. 80.7 12" 1189 120.0 32 38 42 48 110-1/2 77.0 120.0 118.4 120.0 73A MA 112.7 120.0 8&8 108.7 fast t20.o r849 100.0 98.8 117.7 46 43 87 1/2' MAX. / p 0 OR I'D \ tl 80 3/4' RAX. MtWON LOAD CAPACITY -PSS aaan 'anl' JAMB 'Jbl' JJAMAMBB :'d09IDD' dAMO B olo INO tl FROM IWOHT IPiC1109 MULL '(MD)IMutd. '(MDjR''(MD)3' MOLL, 'd2ua 6Yi. (+) W. (-�) MT. (+) WT. �J 32 36 42 49 04 90-1/2 009 00.0 00.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 00.0 90.0 00.0 90.0 90.0 90.0 8&7 80.0 90.0 90.0 32 38 42 48 110-1/2 77.6 80.0 no 00.0 739 90.0 90.0 "A 68.0 90.0 90.0 90.0 649 80.0. 90.0 90.0 32 38 42 48 114 70.9 909 90.0 00.0 67.2 90.0 90.0 90.0 627 90. 110.0 90.0 98.7 90.0 90.0 90. 32 36 42 48 120 60.8 90.0 90.0 90.0 67.6 89.a 90.0 90.0 63.6 83.3 $9A 00. 80.4 Tat 839 90. SMSKINE E 1�E� OAR aD 1/2' MAX. DOOR MD7H JA PRODUCI'ItM41880 CAM ,cMnidyw Wahthoplarl" nA. PEN.'t.70382 oull Baode 3 9 na�P�9 Na 3 PARR 08 26f2 4 I:x drawing no. N08-90 W MEDIATE 2OONTALS ALL FIXED LITES WIDTH (W) . Wt + W2 2 SUNSHINE WINDOWS DOOR SEE SEPARATE NDA �9 D OR ANCHOR TOAD CAPACITY - PSF bon 010 NOMINAL DIMS. ANCHORS TYPE 'A' ? ANCHORS TYPE '1' & b' ANCHORS TYPE 'C' WIDTH (9t) FRMCEKWII-7L�-�- AS f A4 112/112 B3/D6 "M CS C3 04 30" 30" 42' 48" 84" 80" 72' 130.0 130.0 130.0 130.0 130.0 130.0 13MO 130.0 130.0 108.4 130.0 130.0 130.0 130A 130.0 130.0 130.0 130.0 93.0 130.0 130.0 122.3 130.0 130.0 130A 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 IPA3 130.0 130.0 72.3 100.4 130.0 08.1 130.0 130.0 109.6 13010 130.0 65.1 97.8 130.0 8510 128.4 130.0 08.7 130.0 130.0 30° 38" 42• 48' b4' a0' 78" 120.1 130.0 130.0 130.0 130.0 130.0 130.0 13010 130.0 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 83.8 128.7 130.0 112.9 130.0 130.0 130.0 130.0 130.0 75.1 1128 130.0 98.8 130.0 1304 113.8 130.0 130.0 88.7 100.1 13DA 87A 130.0 130.0 101.2 130.0 130.0 00.1 90.1 120.1 79.0 1184 130.0 91.1 130.0 130.0 38' 42'77.4 48° 54' 80' -,-109.3-- 130A 130.0 1304 130.0 130.0 130.0 130.0 130.0 10.3 130.0 147.0 tt8.8 130.0 130.0 130.0 13U 130.0 118.1 130.0 Iola 130.0 130.0 117.3 130.0 130.0 87.1 101.6 130.0 89.1 190.0 1 130.0 1027 130.0 139.0 80.2 90.3 120.4 79.2 1184 130.0 21.3 130.0 130.0 84.2 81.2 109.3 71.3 1089 130.0 821 123.2 130.0 30' 38" 42• 46' 84° 80° So" 104.1 130.0 13040 130.0 130.0 130.0 130.0 t30.0 130.0 809 130.0 1304 114.1 130.0 130.0 1304 1304 130.0 74.4 1118 130.0 97.8 130.0 130.0 112.8 1.130.0 1304 66.1 97.6 130.0 89.8 12&4 130.0 88.7 130.0 130.0 57A 8&a 115.7 76.1 114.1 130.0 87.7 130.0 13MO 821 78.1 104.1 118.8 1 102.7 139.0 7&9 11&4 130.0 30" 38" 42' 48' 54• 80' 96, 97.8 130.0 130.0 128.4 WOA 130.0 130.0 130.0 130.0 81.3 1220 130.0 107.0 130.0 130.0 123.3 130.0 130.0 89.7 104.8 130.0 01.7 130.0 130.0 106.7 130.0 130.0 81.0 91.5 122.0 80.3 120.4 130,0 928 130.0 130.0 842 81.3 10&4 71.3 107.0 130.0 82.2 123.3 130.0 489 73,2 97.0 64.2 98.3 126.4 74.0 111.0 1304 38• 42" 98-1/2" 95.1 130.0 130.0 12&1 1304 130.0 130.0 130.0N3O. 79.3 118.9 130.0 104.3 130A 130.0 120.2 t30.0 879 101.9 130.0 89.4 130.0 130.0 103.0 t3&O49' 99.5 80.2 11&9 782 117.3 130.0 90.2 130A82A 79.3 f0&7 69.5 w4.3 130.0 so.t 120.230' 42" 48" Sa' lot" 91.11 130.0 130.0 120.8 130.0 130.0 1304 13MO38' 764 114A 130.0 100.7 130.0 130.0 118.1 13.20 88.8 9&4 130A 88.3 1298 130.0 98.0 Inc 130.0 87.4 8&1 114.9 78.5 113.3 130.0 87.1 130.0 t3a0 814 76.8 1021 87.1 1011.7 1311.0 1 77.4 ti&1 130,0 30' 30'I 4a' 48' 09" a&8 130.0 130.0 114.1 130.0 130.0 130.0 13&0 130.0 72.3 101.4 13010 9&1 13&0 130.0 109.8 130. 130.0 8210 93.0 123.9 818 1223 130.0 94.0 130.0 130.0 14.2 81.3 10&4 71.3 107.0 130.0 82.2 123.3 130.0 W. 36' 42' 48' 110-1/2° 6418 127.2 130A 111.6 130.0 130.0 128.8 130.0 13&0 70.7 106.0 130A 93.0 130.0 130.0 107.1 130.0 130.0 60.6 09.8 121.1 78.7 I1&8 130.0 91A 13&0 130.0 93.0 788 106.0 09.7 104.6 130.0 80.4 1208 130D 30" 38' 42' 48° 114' 82.2 123.3 130.0 108.1 130.0 130.0 1248 130.0 1304 6&8 1027 130.0 80.1 130.0 130.0 103.9 130A 130.0 58.7 09.1 117.4 77.2 118.8 130.0 80.0 130.0 13&0 91.4 77.1 102.7 07.8 101.4 130.0 77.9 116.0 13&0 E48" 120• 7&1 117.1 iS0.0 1027 130.0 130.0 ii&4 130.0 139.0 89,1 97,8 $30.0 89.8 128.4 130.0 130.0 88.8 837 1t7.5 73.4 110.1 130.0 8410 1288. 1�0 as10 73.2 9710 ea.a Sea to&a Tao 111.0 130.0 W MEDIATE 2OONTALS ALL FIXED LITES WIDTH (W) . Wt + W2 2 SUNSHINE WINDOWS DOOR SEE SEPARATE NDA WI W2 WIDTH (W) .. Wt + W2 2 l 33 - 4 I 3" _ 4" 3° „° 5 3 A& BS. C8 SEE SHEET 8 FOR DESCRIPTION A2v 2 ANCHORS TYPE A' AT EACH SIDE OF JAMB AND MULLION 8: (2) ANCHORS TYPE '8' AT EACH SIDE OF JAMS AND MULLION C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION DH 2 ANCHORS TYPE 'D' AT FACT SIDE OF JAMS AND LIUWON AB - 3 ANCIORS 7YPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 3 ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION CB d 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION DS 3 ANCHORS TYPE' AT EACH SIDE OF JAMB AND MULLION 104 = 1,4 ANCHORS TYPE 'A'AT EACH SIDE OF JAMB AND MULLION B4 = 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND 'MULLION C4 n 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON 114 m 4 ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SFIR1ED AS PER ELEVATION. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. �9 D OR 66a/619� bon 010 0 u% n ' Wt W2 e\ B \\\ ,t €a -vvnA q WI W2 WIDTH (W) .. Wt + W2 2 l 33 - 4 I 3" _ 4" 3° „° 5 3 A& BS. C8 SEE SHEET 8 FOR DESCRIPTION A2v 2 ANCHORS TYPE A' AT EACH SIDE OF JAMB AND MULLION 8: (2) ANCHORS TYPE '8' AT EACH SIDE OF JAMS AND MULLION C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION DH 2 ANCHORS TYPE 'D' AT FACT SIDE OF JAMS AND LIUWON AB - 3 ANCIORS 7YPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 3 ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION CB d 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION DS 3 ANCHORS TYPE' AT EACH SIDE OF JAMB AND MULLION 104 = 1,4 ANCHORS TYPE 'A'AT EACH SIDE OF JAMB AND MULLION B4 = 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND 'MULLION C4 n 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON 114 m 4 ANCHORS TYPE V AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SFIR1ED AS PER ELEVATION. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. WIDTH (W) v Wt + 09^42 [�R & SEE SEF t4 ntsae b / 6 / u \ 0 \\ VDOWS Eto E M cq �9 D OR 66a/619� bon 010 iTODOCF RENF.WBU ascdmpt7ing whit the Fiarft Wt W2 WIDTH (W) v Wt + 09^42 [�R & SEE SEF t4 ntsae b / 6 / u \ 0 \\ VDOWS Eto E M cq Ww (w) a At + Wa a $ iTODOCF RENF.WBU ascdmpt7ing whit the Fiarft ANCHORS 4uIdIag Calx Acceptance NO Fxp6alloa Date /B Dr ' Al P1dd8ii 1 €a FR.ODUCTRSVI88D �� _ ga��m8�wltAtitoF[atld0 J� .aN. Hp>y<pA�ttpal�(nal $p t lvTT a P�dtlot ddtrinlWlng nort. A YY V 8�':74t 0 6 2612Shoot 60 12 ANCHOR LOAD CAPACITY -FBI+ NOMINAL DIMS. ANCAOBB fJ9CRoss ANCIIOR9 iYPB 'A' TYPE `8' & 'D' TYPE 'C' YNO1H (9n FTLVdE RQOHT As Aa BD/D9 CB INF. (� 3 {(^� ) 36 38 as 4B Ba 80 ss 80.0 90.0 96.0 80A 90.0 90.0 90A 96A Sao eoA 90.6 Sao BDA 90A 80.0 90.0 esa Sao 90.0 9oA 91.0 90A 80A 80A SQ 38 42 ae 6a 102 e9.s 9oa 90.0 96A 869 90A 80.0 96.0 78.2 90.0 90.0 80A 71.9 90,0 80.9 80.0 6a2 90.0 90A 8oA � 38 42 48 108 88.8 90.0 80A 80.0 88.4 90.0 90.0 9a0 81.7 90.9 90A 90.0 88.8 80.0 88.3 9a0 30 � a2 48 114 87,2 88,7 90.0 90A 83'9 83.8 88.3 8DA OIA 700 8a7 80A 48.3 749 7a8 90A 39 38 42 48 1'6f1 47A 741 78.7 90.0 a8.1 89.0 74.4 889 42.7 88.2 70.8 84.2 409 82.8 87.0 80.1 ANCHOR LOAD CAPACITY -FBI+ NOMINAL DIMS. ANCAOBB fJ9CRoss ANCIIOR9 iYPB 'A' TYPE `8' & 'D' TYPE 'C' YNO1H (9n FTLVdE RQOHT As Aa BD/D9 CB 3p 38 a2 ae ga 80 � 79.8 80.0 90A 90.0 78A 9a0 90A 9a0 71.8 90A 80.0 80.0 96.a no 9oA Sao 99.4 a9.o 86.0 90.0 62.9 823 823 80.0 � 39 42 48 64 102 70.4 90A 80A BD.O 729 90.0 80.0 80.0 89.8 90.0 90A 90.0 80.8 89.2 88.2 80.0 6za eL3 Sea Sao 30 36 a2 48 toe 73.8 90.0 80,0 90.0 99.8 90A gob 9a0 88A 86.8 88.8 90.0 829 827 82.7 90.0 3a 38 42 98 114 7oA 90.0 Sao BD.o 87.0 8&1 8&1 90A 63A 83.8 63.8 90.0 80.4 78A 79.8 90.0 30 JB 42 48 12D 99.3 899 80.9 80.0 84b 84.9 84.8 8a0 91.2 80.8 80.8 90.0 88.1 78A 78.8 88.i SUNSHINE WINDOWS DOOR & TRANSOM SEE SEPARATE NOA --veoocn-a=� O Piz {rt j a _= �� s �o 1a 44 SEE CHART DOOR WIDTH� g � w�JJ QM_N4 j I 11 11 { Q I I $ G3j I I'fieh"3- $ 3' A8. B8. p A9 JAMB 'JDI' JAMB 'JDW JAMB 183, ANCHORS TYPER SEE SHW 8 FOR DESCRIPTION g AS = (3 ANCHORS TYPE 'A' AT FAtY9 SIDE OF ODOR MULLION R H8 - (33 ANCHORS TYPE '8' AT EACH SIDE OF DOOR MULLION a = 3 ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION DS 3 ANCHORS TYPE '0' AT EACH SIDE OF DOOR MUWON A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER EMAT10N. MULLION 'MDI' MULLION 'MDI' MILLION 'MW MUUJON 'MD4' TRANSITION MULLION ANCHORS DOOR-WINDOWALL JAI - �� TRANSITION MULLION RODucrRPN k A tib g 191,11 code hdsektolfQ4 Date 'tolding Code � 4eeepleoee No ecplretloo Date !$ 4p draWMg no. In U 0 �p12 W08-90 M1i Dada Ped'Adet Sheet 7 of 2 DOOR MULLION LOAD CAPACITY-t+8F JAMB 'JD2' JAMB 'JDt' JAMB 'JDI' JAMB '=' JAMB 'US' BIDHLITB PRAMB MULL 'MDt' MOLL 'MU2' MULL 'MDS' MULL 'MDa' w/DTII BRIGHT �. 4 �. + EM, + �. <+) lNCH68 INCHES m y - ------ b OR O�sooa I ° n 0 0 OR 9 � P �pp ° � ° -aae oa_r WIDTH 88 3/4" MASE. a TYAICA:- Aur rAQ SEE - SEE ELEV. FOR SPACMO tE PtECE SILL TYPICAL ANCHORS: SEE ELEV. FOR SPACING fINTQ.2BY WOOD 8U£Kfi flR=iY00D-STAUCTC RES WRH 1-3/8" ABN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE PATH 1-1/4" MIN. EMBED INTO CONIC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY a 2-1/2" MW. INTOWCOO STRUCTURE - 1" MIN. 1/3• DIA HILTI KW til BY INTO 2BY WORD BUCKS OR WOOD STRUCTURES WITH 1-1/2• AIN. PENETRATION INTO W000 THRU TOY WOOD RICKS WTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MW, EMKO INTO CONC. l ANCHOR EDGE DI¢7AMCES INTO CONCRETE AND MASONRY a 3" MIN. LENTO WOOD STRUCTURE 1" MIN. ��— — — — — �IA a TR4CON BY 'EL .n' — — _--. — — INTO 20Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MW. EMBED INTO CONIC. ANCHOR EDGE OIWTANCES INTO CONCRETE AND MASONRY - 3" ABN. LINTO WOOD STRUCTURE - 1" MIN. — — — — — 014 guc OR SELF {TRILLING SCREWS 9T/ST INTO METAL STRUCTURES STEEL : 12. GA. MIN. (Fy d 38 KSI MW.) 1 ALUMINUM : 1/8" THK. MIN. (8083-78 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES T;ODUCTRItH WO INTO METAL STRUCTURE - 1/2" MIN. ,acvmptylnBnDAthe WribL — • — • — — — — ___. — — . — !WIdIaSCadt AcaptAnee No 5 FC freHoA Date )Q . JAYA9' PRODUCCRDVISID SEALOTS: nkm omwelhdiltlsiCoa p49. aJ uptaw!ftptfp FIA. AE 7o9tiNs Ooda ALL FRAME CORNERS, JOINTS, MULLION S ANO PER ETER OF iLaN AcxeplMoe b GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. / Bapimtlpn WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WDW, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 6 2012 arowtng no. WOB-90 MAX. Smola SPACE 1/4' FOR ANCHOR A' MAX. SWM SPACE 1/2' ANCHORS 'B' & 'C' VA. SHIM SPACE Ile FOR ANCHOR D WITHOUT REWP. 1 d FOR ANCHOR A w60D 3uo� O ``J FOR � & a 1/z" u+cHDRs G JAMB ICHORS 01 5 3 SEE ELEVATIONS 7METAL o 4 FOR SPACWO STRUCTURES ° ' •' V a h JOKUMMA&I ' _---- -- D.LOPO.D.L. OP8. JAMS ARCHORSEXTERIORotmoNuFRAME ttTDTHSEEMATIONS FOR SPACING ANCHORED JAMBS cel DO NOT RMUIRE REWFORCJNG � ELnVCA�71O0N3 �Mp fp UNANCHORED JAM33 s` M SSEEEE CHARTS REFNFORCING t5�� /�+�j+ Gjj GAP 1/4' DIA. 8OLTS VATH NUTS b3 a 1^f 4''A11N. MAX. ALUM REINF. AT S' FROM ENDS E ALUM REINF. STEL REWF. SHn YSO SEE SHEETS 3 & 4 AND t8-1/2' O.C. MAX O SEE SHEETS 3 & 4 O SEE SHEETS 3 & 4 d' FOR CAPACITY FOR CAPACITY FOR CAPACITY • > 13 ---T r-- r� I 'e :' �� RODUCI'RYNIiWEU complying with the Fiorw 4cccplancallo .;r... ;::_ ...ca .._....:_.._..radon Do' t Dy pq -_j L_ M(am OmkhMudcmr • a • . $ 12 • . rPR OAUCfRBVMW O.L OPO. D.L OPG. � 'C� m •i T FIAOAA Amos lflONo R , ' • flRplmSHIM Ran Date J� J NNOO•T By SUNSHINE YIWDONI3 R.LUSTRATNE ONLY drovAng no. 0 0 2012 W08-90 sheet 90112 n t t r � r ------------- LWA-DADS COUNTY APPROM -- LANE MMU IMPACT RESWANT DOOR _ r-------------- ____`�''_; i____—_—__ --- r I � o t t t t r't •- aq . b , d .D a. .'• off' . •� - . '0 . o ,Q <: > V • I ANCHORS TYPE dlW O E A. 8 08 0 SEE SHEM 7 & B SEE SHEETS 7 & 8 ALUM — SEE SEPARATE NOA FOR DESIGN LOAD ©SEE SHEETS s & 7 ,�" CAPACITY OF DOORS AND DOOR ANCHORS. FOR CAPACITY • r � LOWER VALUES FROM DOORS NOA `- --- -�------------ i OR STOREFRONT SYSTEM CAPACITY CHARTS t r enaei-uauE couNTY APPRavEn � WILL APPLY TO ENTIRE SYSTEM. -- IAROE 61145RE fA1PACT RE9ISTANf DOOR , { w --------------- LL (V — -- — i' ;1 tt' tl ytltlamptlptld STEEL REV. �-----___-_..__ SEE SHEETS 8 & 7 FOR CAPACRV r ' r i ST71 --__ Kw A�61SSS.E ME" .DOOR RODUCfRENEWED seOtaOIYMeMt6lt+e PbT76t PRODUCTRIN1S80 m Q eswAtpt7M8 wUhlhePlalbd8 OtdH#UB�N 0 < dl'OftIOD DO. MAR 016 2012 J --1.780 1.780 188 5/y 1.750 p p 2.780 L s�-,128 G 126 7YP. �i 078 • 4.1DO N TYP. 8.000 3,780 SHOD 3.790 1 HOLLOW FRAME HEAD SILL 4.988 1� tip 3.760 1.7180 9 ^ 2.750 I ® FRAME JAMS/MULUON ® DDOR MULLION r .078 --44 1.472 g TYP. b78[- 3.984 TB 3.984 .283 tL tL tY 0 1A OPEN BACK FRAME HEAD/SILL 094 TYP. A988 3.388 3.738 4.834 .124 3.790 7 G77 k-1.878 MULUON SNAP -IN MATE 12 STIFFENER S TM. 1.0W 910DUCTRER£WpVEEH .188 ascomplying withlb I:RrAiz 3.984 A78 !tnWingCate Amptenca No E ballon Date l8 o iJ INTERMEDIATE HORIZONTAL .188 B�h>td 166ol 1.788 082 3.736 •� 3.228 4A00 4AW iYP. WOO VAD PRODUCTNHVIBBD f1A PES/ 7p1992' an rv(Ihdm lKWtde cnR.3836 0uilding 1.11 DM the ° l3 a lo 4 droWing no. 13 lo STEEL REINFORCING ® OLASS STOP O SHEAR CUP 30 RSI M. pR 082012 sll�ctt�tz Tfgtt N0. PART NUN8g8 ANTiTY OgBCRIPTiON EfATSRIAL NRNP./BUPYLIBR 1 E�008 AS REW. HOLLOW tT1A16E MFAO/BILI 8900-i6 - tA ES8007 AS READ. OPEN BA(YC FRpNE FiEAO/S2S 8083-78 - 2 E98004 A4 fffiW. LVTERNEDIATE HOPoZONTAL 8083-T8 - 3 E�001 AS REW. BRAVE JN,SB/NULLION 8008 -TB - 34 ^ AS fEW. DOOR NUU10N 8908 -TB a £58008 AS REW. OLASS STOA 8083-78 8 £58002 AS RE00. NULLt6N S1JAP-8i 6UiiE 8008-T6 - 8 ESBOD3 AS FOOD, SHEAR CUP 8908-78 7 - AS REOD. D86110A BULB OASIfEi VINYL 8 --- BA 80AS REW. SPACER/SRtCONE STOP VINYL 8A - AS R£OD. �71TON 8U8#+ER 88.IWNE - 9 10 - AS REW. SETT84o 1II.a3C AT f/4° PODIT8 NEOPRENE 3119• X }/2' X 2° IDND 11 dt2 % 1-I/2' a/ CORNER A59EUBLY SCREB'S PH" STEEL 12 AS AEW. MULLION SDiFENER 8008-T8 13 - A9 RM. NUUION ItEINFORCINO CHANND. STEEL 14 AS NEW. NULLICM RETNPORCQiD RAR STEEL --1.780 1.780 188 5/y 1.750 p p 2.780 L s�-,128 G 126 7YP. �i 078 • 4.1DO N TYP. 8.000 3,780 SHOD 3.790 1 HOLLOW FRAME HEAD SILL 4.988 1� tip 3.760 1.7180 9 ^ 2.750 I ® FRAME JAMS/MULUON ® DDOR MULLION r .078 --44 1.472 g TYP. b78[- 3.984 TB 3.984 .283 tL tL tY 0 1A OPEN BACK FRAME HEAD/SILL 094 TYP. A988 3.388 3.738 4.834 .124 3.790 7 G77 k-1.878 MULUON SNAP -IN MATE 12 STIFFENER S TM. 1.0W 910DUCTRER£WpVEEH .188 ascomplying withlb I:RrAiz 3.984 A78 !tnWingCate Amptenca No E ballon Date l8 o iJ INTERMEDIATE HORIZONTAL .188 B�h>td 166ol 1.788 082 3.736 •� 3.228 4A00 4AW iYP. WOO VAD PRODUCTNHVIBBD f1A PES/ 7p1992' an rv(Ihdm lKWtde cnR.3836 0uilding 1.11 DM the ° l3 a lo 4 droWing no. 13 lo STEEL REINFORCING ® OLASS STOP O SHEAR CUP 30 RSI M. pR 082012 sll�ctt�tz Tfgtt N0. PART NUN8g8 ANTiTY OgBCRIPTiON EfATSRIAL NRNP./BUPYLIBR 1 E�008 AS REW. HOLLOW tT1A16E MFAO/BILI 8900-i6 - tA ES8007 AS READ. OPEN BA(YC FRpNE FiEAO/S2S 8083-78 - 2 E98004 A4 fffiW. LVTERNEDIATE HOPoZONTAL 8083-T8 - 3 E�001 AS REW. BRAVE JN,SB/NULLION 8008 -TB - 34 ^ AS fEW. DOOR NUU10N 8908 -TB a £58008 AS REW. OLASS STOA 8083-78 8 £58002 AS RE00. NULLt6N S1JAP-8i 6UiiE 8008-T6 - 8 ESBOD3 AS FOOD, SHEAR CUP 8908-78 7 - AS REOD. D86110A BULB OASIfEi VINYL 8 --- BA 80AS REW. SPACER/SRtCONE STOP VINYL 8A - AS R£OD. �71TON 8U8#+ER 88.IWNE - 9 10 - AS REW. SETT84o 1II.a3C AT f/4° PODIT8 NEOPRENE 3119• X }/2' X 2° IDND 11 dt2 % 1-I/2' a/ CORNER A59EUBLY SCREB'S PH" STEEL 12 AS AEW. MULLION SDiFENER 8008-T8 13 - A9 RM. 41 TV- I! 11 :I AA ALUM PLA12, BENT TO MATCH JOINT SECURED WITH g8 sms (3) PER SIDE OF JOINT / � U Ai.UM ANNE t/84 pQ� BENT TO MATCH JOINT M SECURED WITH #a sMs 3�3�3�555 (3) PER SIDE OF JOINT CIRCULAR OR ANGLED CORNERS tt gig X 1/2- F" SUB •/ A c pp1�H11 PH$Ms / HORIZONTAL CORNER �• itODOC'PRENE1V8t) �a a �plTlag ailh the Ffi�t�6 '�/" 11 9oNing Cass Aaeptanaai'ts B E .. CINi:.?IAo PROI)UCTTtBViBDt) pi an flh PN.E 70598 etoamptytngwi0eilroPLoiW9 1 •� CA^J939 BDIldtagCodo /• 9 Um 6Axoni Data(, b 1 RECT. OR SQUARE CORNERS D drowing no. W08-90 DOOR MULLION CORNER sheat 12 of 12 MIAMI•DADE 11 L&MI»DADS COUNTY eEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 315 2599 _NOTICE OF ACCEPTANCE (NOA) wnvw.miamidadc my/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33"d Place Hialeah, FL 33012 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 RER - 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 or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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 111650 (XOX)" Aluminum horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 1111108-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, with revision #I dated 03/09/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 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 atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis 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 jab site at the request of the Building Official. This NOA renews NOA # 12-0320.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. y0oel /�%Lp��. � 13-o I .MIaM[®uN rY Expiration Date: August 19,2018 � Approval Date: July 04, 2013 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No IIR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass" Sheets 1 through 6 of 6, dated 07/21/08, with revision #1 dated 03/09/12, prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. (Submitted under previous NOA#12-0320.01) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, (#6 aggregate gravel) 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YM -5352, dated 12/07107, signed and sealed by Carlos R.ionda, P.E. (Submitted under NOA#07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 07/15/08, prepared, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA#08-0820.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Manudf Pere Product Control amine NOA No. 13- . 3 Expiration Date: August 19, 2018 Approval Date: July 04, 2013 E-1 Sunshine Windows Manufacturinm Inc. NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. (Submitted imder previous NOA#12 0320.01) G. OTHER 1. Notice of Acceptance No. 12-0320.01, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (OXO)" Aluminum Horizontal Sliding Window — L.M.I., approved on 05/17/12 and expiring on 08/19/13. Manu ore . Product Control Ex mine NOA No. 13- Expiration Date: August 19, 2018 Approval Date: July 04, 2013 E-2 F"t m auY tde ($UIQ-210PUe9) p' US 0 1 A. N•Y DSSI I Ply 7.— USE NON SHRINK NON METALLIC 1GROUT 3 KSI MIN. AS MARED. .:.:..ps 'AI17§ i!lfix?tOwINuow(uo7C a.- WOOD HOST STRUCTURE SHAt "SOUTHERN YYELL40W P5W 0Q 0.55 OR ORFATER DEWY. S.— gHE T"O N L X808 fiT8�3)EEL 8 Fy4 8RK3 MNL 6E NO Lf� THAN 1/8°. U78�L B SFIA1Fl 10.— WOOD BUCKS (((3Y OTHERS) S BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS RODUCF RENE1tiL>ib TO THE STRUCTURE AND SHALL E APPROVEDBY BUILDQVO OFTrICUU. PRIOR TO WINDOW WSTALlATION. "comptAns"uh Me mormt 11.— ALUMINUM W CONTACT WITH DI MAT17ilAL8 SMALL BE PR011EOfFA (BY OTHERS) 9nldlna Cale � itvRi tHPROTHMM ISNOTRHQUI(t8D ia9ta How 44 " wtvak (+) aVretao„ (—) u n a4 �• ,a 3 ip0 0Q foe i/s• 13. 00 8a06 eeaamplYleBw)OtHoFiotlde 1.4 • .� 1 4 39 3/a' 4 •; ' ;, :6 t ) 'Aw J. _ .3 14 . D ift' 94. w9/e. iii• id 70 COO' 14 u• 8 3 004— . .. ' 11 ,0 �• f2 QO.00 QQ.QO tae' 13 8.00- 6040 ' 4 a4• 11 8.0.00 .00 Wei 12 BrrQO e¢ 4,a iN' 13AA BO�ffi1 *� ri• 4V g 8 do;op, 80:00 9i` 11 0Q.00 60100 99• 12 into .. ,or 13 D O B.d sa 8 8 80i •0 80.OQ 11 80.00 00.00 t84 99• 12 80.00 00.00 tag• 13 Isg.da rfg.do F"t m auY tde ($UIQ-210PUe9) p' US 0 1 A. N•Y IlVIPACT RESISTANT WINDOWS TYPICAL BLBVATION (XOX) 25/50/25 9Pxotpmrae °--Itsn —n Ir• MAx. WIN90tY N1i)TN a t/2' TYPICAL BLBVATIO)N (XOX) 33/33/33 I. THQIxS pRjDUCT MEEiSppppTHE REQUIREMENTS OF T}I6 ?,0:10 FBC. 2.— XOX N APPUm 70 -2-80 — 'ppjj��S9Pagg7itiNS p0� A14.OIM SAaNS ON CHART. 3 7 PR9pORi10N8 FCR WIDTH DI8IONS UP TO 84'. 3, -.Sm Nd BG.Ott3. ), 4r FOft 1�&RS.Of.ANtlHaI. FORACH UNIT SIZE' RfeR TA. DF.4<0N'.PRESURE8 CHART. 3.— F..CR.A1ia9�CiMSi�11' "U4I'4:,S.CAf�AF,'t. QR M9'�N.R�.W<T_[;�.�_l�X.; B: CONGRETS STKFNOT'H fc-3,200 al MIN., CMU PER ASTM COO, FILLED CMU fm -2,000 pat MIN. 7.— USE NON SHRINK NON METALLIC 1GROUT 3 KSI MIN. AS MARED. a.- WOOD HOST STRUCTURE SHAt "SOUTHERN YYELL40W P5W 0Q 0.55 OR ORFATER DEWY. S.— gHE T"O N L X808 fiT8�3)EEL 8 Fy4 8RK3 MNL 6E NO Lf� THAN 1/8°. B SFIA1Fl 10.— WOOD BUCKS (((3Y OTHERS) S BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS RODUCF RENE1tiL>ib TO THE STRUCTURE AND SHALL E APPROVEDBY BUILDQVO OFTrICUU. PRIOR TO WINDOW WSTALlATION. "comptAns"uh Me mormt 11.— ALUMINUM W CONTACT WITH DI MAT17ilAL8 SMALL BE PR011EOfFA (BY OTHERS) 9nldlna Cale AS 5pum7t D IN SECTION 2003. a OF ThIE a01 o FSC. accePwaco Na 1 ' Expimaon once (8 I Hy SUSING n u n n 0.12$" HEAT STRENGTHENED A 0.080' INTERLAYER e 3° lAM1X. B 1/9' AVaI IlVIPACT RESISTANT WINDOWS TYPICAL BLBVATION (XOX) 25/50/25 9Pxotpmrae °--Itsn —n Ir• MAx. WIN90tY N1i)TN a t/2' TYPICAL BLBVATIO)N (XOX) 33/33/33 I. THQIxS pRjDUCT MEEiSppppTHE REQUIREMENTS OF T}I6 ?,0:10 FBC. 2.— XOX N APPUm 70 -2-80 — 'ppjj��S9Pagg7itiNS p0� A14.OIM SAaNS ON CHART. 3 7 PR9pORi10N8 FCR WIDTH DI8IONS UP TO 84'. 3, -.Sm Nd BG.Ott3. ), 4r FOft 1�&RS.Of.ANtlHaI. FORACH UNIT SIZE' RfeR TA. DF.4<0N'.PRESURE8 CHART. 3.— F..CR.A1ia9�CiMSi�11' "U4I'4:,S.CAf�AF,'t. QR M9'�N.R�.W<T_[;�.�_l�X.; B: CONGRETS STKFNOT'H fc-3,200 al MIN., CMU PER ASTM COO, FILLED CMU fm -2,000 pat MIN. 7.— USE NON SHRINK NON METALLIC 1GROUT 3 KSI MIN. AS MARED. a.- WOOD HOST STRUCTURE SHAt "SOUTHERN YYELL40W P5W 0Q 0.55 OR ORFATER DEWY. S.— gHE T"O N L X808 fiT8�3)EEL 8 Fy4 8RK3 MNL 6E NO Lf� THAN 1/8°. B SFIA1Fl 10.— WOOD BUCKS (((3Y OTHERS) S BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS RODUCF RENE1tiL>ib TO THE STRUCTURE AND SHALL E APPROVEDBY BUILDQVO OFTrICUU. PRIOR TO WINDOW WSTALlATION. "comptAns"uh Me mormt 11.— ALUMINUM W CONTACT WITH DI MAT17ilAL8 SMALL BE PR011EOfFA (BY OTHERS) 9nldlna Cale AS 5pum7t D IN SECTION 2003. a OF ThIE a01 o FSC. accePwaco Na 1 ' Expimaon once (8 I Hy SUSING MUai adc OR 0.340° OVERALL LAMINATED GLASS TWO UTES OF 0.12$" HEAT STRENGTHENED A 0.080' INTERLAYER WITH FILM DUPONT OU CITE PVB THE T*O UTES OF GLASS. PRODt MEVIOD LANNATED BY TECNOOLASS. eeaamplYleBw)OtHoFiotlde PIN to 0 ON ORMO Nm HSOB-02 OATQ 07—at-e8 8H£ET 1 OF 8 }" 1/4" ULTRACON 1 1/2' MSN. PENETRATION INTO WOOD. 2 1/2' MIN. 2 1/2° MIN.(FOR MAX. ANCHOR SPADING AND NUMBER OF ANCHORS 1/4' ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONAY ly TAN' REFER TO ELEVATIONS AND DESIGN PRESSURES CHART THROUGH 1 BY WOOD BUCK ON SHEETS 1 OF 8).TYPICAL FOR H „,a, ° : '�' • .. o (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS ANCHORS di 4a� REFER TO ELEVATIONS AND DESIGN PRESSURES CHART " 4 . ? 1 ' ON SHEET i of B). stolowne whwows TYPICAL FOR HERO. 2 BY WOW BY �OIIUfOCiUf�EQ, IRC ,. OTHERS. M T,BE Pro Y ATTACHED TO �-' 1l48 W. Std Plan T SEER G SYSLOADS molee, "omit =a t. SY UOF SPTEM RN)R QBE APPROVED FM (M)384-Mg TIONFau(306)82H-d118 WINDOW 1 SY WOOD SUCH BY OTHERS. MUST BE Y ( TRANSFER GLAZING PROP SYSTEMH LOADOS0 TO THE STRUCTURE SHALL BE APPROVED OF BY BUDDING OFFICIAL PRIOR TO WINDOW INSTAUATION, MAIL ( j ATCACTO MASONRY A=4Qlib1S4NT TO WOOD 1/4' SMS THROUGH METAL (FOR MAX. ANOFfQR.9j>AO.3HO NIM' ER Q OF ANCHORS p TO ETL AND DESIGN PRESSV OHAR ON SH 1 OF e), 1/$ SMS THROUGH METAL To FOR H }° ((FOR MAX. ANCHOR SPACING AND NUMBER 1" OAO COUNTY APROVEO MIN. OF ANCHORS REFER TO ELEVATIONS AND MIN. UON. UNDER SEPARATE APPROVAL) DESION PRESSURES CHART ON SHEET I OF 8). _ �- TYPIOAL HEAD. r � IIS- =J ROGOCT RRIVEIV& {ter r an cuing od with the fibrtdc q yawing code £IQs 4-mvinncc Na i - f3 li raltoq Date F Uy N dtkm ade Plddud i ST T)l3rP,�ILA3 PRODUCC[tEVISSID ATEA 9mtToM- TPALffMD["T�fyR .ATTACHMS3N„�T810 Budibs 10MULMON B P►YY ht1b1+6orWaft (STEEL OR ALUM. 1/8' MIN. MHIOKNESS) ACM= N* Daa .o . 6 DR iiR08— 0 �P m02 WM 07-zt-OB TYPICAL HEAD SECTIONS ` . �-'1 a-, sam , 2''1" FRANCISCO ,, 61;133 SHEET 2 OF B FL DIDA,,Rfa t LZ "Il timplaft OWING No. DuIldllgaa"P1Y Ampwm �- HR08-02 ' d d "' ^p•• :.1 ::� y�. 1'+� 3[4. MW NOV-SNIONK OROUT on t• BrxoaD suet Xctstro. H o z 1,1 � ,sj of SHW 3 B s .4 2 1/2" MIN. 2.1 MIN. 2 1/2' MIN. 2 1/2' MIN. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT IWO MASONRY If0i0UGH 1' BY WOOD SUCK 1/4" ULTRACON 1 1/4" MRN, EMBEDMENT RJM MASONRY OR NON• -SHRINK NON-•MSIA�UC GROUT {FOR MAK. ANCHOR SPADING AND NUMBER (�FEAF�R. TAA% ANCHOR SPACING AND NUMBER of ANCHORS F NiEFER TO ELEVATIONS AND ON MHw 1 OF 8). ON ET E MAT8(O S AND DEMON PRESSURES CHART ). TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. D�,T &al WSTAI404 &UA TOP1 UABTR x- AITAOMMMMA40M 4—MIAMI-DAD COUNIY APPATE ID MUIU N. UNDER SEPAAPPROVAL) MIN 1/a" SMS THROUGH METAL 1(/F4' SMS THROUGH METAL. (F�t AUW. ANCHOR SPACNO AND NUMBER MRN. TFOR M , OF ANCHORS REFQt TO ELEVATION.$ AND OF OEMON PRESSURES CHART ON SHEET 1 OF 8). 0VEMONR TYPICAL FOR SSA r(PICAL FC 08TA1L $3 DETAIL BS C TOU ATTACHMENT TO MULLION (STEEL OR ALUM 1/8 MN• THICKNEB$ (STEEL OR ALUM. 1/8' MIN. THICKNESS) TYPICAL SILL SECTIONS SPACING AND NUMBER TO ELEMONS AND CHART ON SKEET 1 OF 8). Ph1 BY WOOD BUCK BY OTHERS. 0 4 MU9i B.E PIOPBIR.Y ATTACHED TO TTWJBPER. BYSIEM LOA09 TO•�}{It SHALL APPROVEO OF BY BUILD 0 IAL PRIOR TO 1e WNDOW INSTALLATION. MN. 1/4' ULTRACON 1 1/2' MIN. (�PPEppNETRATION INTO WOOD. (f9A US ELBACINIS YAUMBER TWN8 AND ODt N aA �s cHANt ON sllEer 1 of e). TYOWL FOR S LL. DETAIL -M AVACM04SHTTO WOOD 9 NTOAUCI• RENEW& eYCOmplSingatth the Wortdt 9vhSngCale .� -'- PRODUCTRBVIBED "Il timplaft OWING No. DuIldllgaa"P1Y Ampwm HR08-02 DATEt D7—_ a1 -GB_ Xctstro. H o z 1,1 � ,sj of SHW 3 B 1/4' MAX. 1/4' MAX. SHIM SPACE gyEM Sp 1 1/4" 1. 1/4' TAPCONS 1 1/a' MDL EMBEDMENT INTO MASONRY TFUtOUGH 1' SY WOOD SUCHOR NON SHRINK NON MEIALLIG GROUT iFOR MAX ANCHOR SPACING AND NUMBER b1' ;.. ANOHORS REFER TO EI.EYATRINS AND FOR &CHART ON SHEET 1 OF 8). TYPICAL P ro DETAIL EI ATTACHURKTOMASONRY I/4' SMS THROUGH METAL (FOR MAI(. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET I OF S). TYPIOAL FOR JAMBS. MIAMI—COUNTY APROVED MULLION. UNDER SEPARATE APPROVAL) I� rI � I l � P�- OR-TAIL E4 ATTACHMENT TO MULLIONS DETAIL. TYPICAL JAMB SEMONS RW—JLS2 ATr WOon SY OTHERS. f ATTACHED TO i LOADS ,Q . R APPROVED � W1[2' MIN, PENUMTION INTO WOOD, R ACING AND NUMBER A TO ELEVATIONS AND !JR CHART ON SHEET I OR 8). 1/a• MAX SHIM SPACE I/4 SMS THROUGH METAL (AOR MAK. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHARS ON SHEET T(PICAL)FOR JAMSS. 14ODUCT RENEW6 a. aontplylaE will, Ike Raft +SnlAlnp Code IDETAA. E3 aecgnniceoNv ATTACHMENT TO METAL•STRUCAM F. retlwDale (STEEL OR ALUM. 1/S' MIN. THICKNESS) �Gq_ � .._,.. 3 Sunsw Windows maffliat uting, Ine. DRAWING Na HR08-02 SHEU.4 OF 8 v.. 0 0 0 �: r ur f2 t3 12 13 4 8 18 18 a ff r} Lz— StmsMne Wmdons 8 17 17 8 in. 1740 W. Jiro PEM 3JOt2 Pht (J00)304-8062 Fmp(J80)623-0113 14 3/4' X 3/3' ME4 MR 11 10 10 11 0 WINDOW MIM rn HORIZONTAL SECTION (XOX) 4 0 0 /9 11 �/ 18 3 (� 2 iO F (2) 2' WEEP h06tIC'FRENE4YEp NOlE3 es cornly I Pog witlr the Flatim Rulding Cade 4 9planaa No e VERTICAL SECTION ""h'" °uta J& N WITH SILL RISER"y • btiam aaa na PRODI)C.t•RIWLWD H Io �8y thtlwPloakia ORAWIRO Nm accopwnooxo .Q3aaol HR08-02 OMF:.07-21-08 FRANCISCO. }JE(iNAN� g1{ 8 OF 8 FLOl� '.PfetB e MATERIAL LIST . Smismle adows E�m18f9CiUMiJ, IIiC. i7lo0eM'Fwdaofd a�m°Qt Phi (10a)Sg4-9116a Fina(3aa)fY18-61(8 0OF d GLA7IMG DETAIL 0.090• 'POW-SWAME PV9 1/9" HEAT 1/8" MEAT STRENOTHENED STHENOfl1ENED 3`� MITE i µgr N 6 t SILICONE DOW CORNINO BOB �y�D�.U�t PRODUCfRBVI1ED LULL +asNmryyingwhhthi es"MI)dlabwitbthoFlumm DRAWING No. Balding Code A Ha `� 1 HR08-02 4ccepteaeeNa �ettppDate 013 i 8 uaa Dau /8 DATES 07-a 02 F M Olaf +�-j SOAev 1 2'-1" FLOC l HSHEET 8 OF 8 171@ PAR9'9 READ• DT�QtIP'DON Atai>$iw. I sW-ot9 t FRai1e HEAD e083 -T8 2 SW -019 1 f�RA6iE 8W. 8083-T8 3 SWwOt2 1 648eRT TRACK 8098-T8 b t$Tr tm AS RQO Ih9+A0T 1,IAE64t1 BEAD 8083-T8 $ -012 2/VENT L1DER TOP/BOTT061 6003 -TS 8 SW3019 A9 RQD f01 BEAT. P0.E FELT 7 [40111 AB ROD 01AZOf0 TAPE FOAMB 2/VENT WIfEEL BRASS 0 1/VENT MOVW9 L1EgTIh10 RAR 8083-T8102 FO,ED AtEEf@G1 RAE. 8083-TB11 AS RQDASBBMkikY�S 9X1' PHPWIttdPt�12 2 JAidli 8063•-T6 13 -01 t/YENT lA0VBd0.,�jC3 RAib 8093--T9 19 SW3297 b9 RQb WkATH•Etl. W 8DL8 VINYI. to SW --887' A9 ROD LATCH LNO 18 9W-810 2/SILL RERCIIIATED FILTER FOAM 17 - AS ROD BIISfO Dot„ o.19s D IMPA.OT � � 9FM 808J -T8 oe,a -� z al$.L LP Fl%E8W-4$119 � 8a0.t-T8 a°e°• T 0.$12 �^ kQWNO 6SEiDa10 RfdL H0�81�T6 0,62 1.000 i f at_g !. W .764 I.a7b ffii6ER tib AND �1T0M RAR SW -0t2 INSERT TRACH 6W-I9pR1 MONN4 8(bE RA4. SYT-O,6 8081 -TB 8081 -TB 606J -T8 0.0:8 a.,bo t o t T T 3.169 WS? l s61-ot9 � waa,� F �E0atA1Ne �1 8081-76 geg7--T6 8081-T8 NNE DOW CORN0I0 899 18 4077 1 SEJ. RISER 8083-78 Dot„ o.19s D IMPA.OT � � 9FM 808J -T8 oe,a -� z al$.L LP Fl%E8W-4$119 � 8a0.t-T8 a°e°• T 0.$12 �^ kQWNO 6SEiDa10 RfdL H0�81�T6 0,62 1.000 i f at_g !. W .764 I.a7b ffii6ER tib AND �1T0M RAR SW -0t2 INSERT TRACH 6W-I9pR1 MONN4 8(bE RA4. SYT-O,6 8081 -TB 8081 -TB 606J -T8 0.0:8 a.,bo t o t T T 3.169 WS? l s61-ot9 � waa,� F �E0atA1Ne �1 8081-76 geg7--T6 8081-T8 I-2DADE {Hf IMIAMI-DADE COUNTY PRODUCT CONTROL SECTION MWARTMENT 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) MfflV.miamtdade g2y/pera Sunshine Windows Manufacturing,. Inc. 1745 W. 33"' Place Hialeah, FL 330.12 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 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 "200011 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision #1 dated 03/12/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 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 and renews NOA # 09-1217.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �_Av �U & VO—A—No—, 12 - Expiration Date: April 24, 2018 Approval Date: May 17, 2012 T-5/10/19 Page i Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. .2. Drawing No 8110841, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", dated 04/02/08, with prevision #1 dated 03/12/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 20294 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0219.03) 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 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004 and FBC-2007, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA #091217'.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) c Manuel Peu Product Control Er NOA No. 127 Expiration Date: April 24, 2018 Approval Date: May 17, 2012 E-1 Sunshine Windows Manufacturinz Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter for Test Report No. FTL4252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0219.03) 3. Laboratory compliance letter for Test Report No. FTL-5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0219.03) G. OTHERS 1. Notice of Acceptance No. 09-1217.05, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Hung Window — L.M.I.", approved on 03/24/10 and expiring on 04/24/13. Manuel Per • Product Control Exa 'er NOA No. 12-0320.07 Expiration Date: April 24, 2018 Approval Date: May 17, 2012 E-2 a ----H{EAAD ANCHORS SEE CHART Al A2 1X. ,_ _, --110°MAX. �-- WINDOW WIDTH TMCAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERALNOTM 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2-- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOUR ;TTIACHHMEMNITN.I TOBEEyCypONCRMENT INTO TE OR�MAASOONNRRRYWITH NRYBAND E 1i 2° MIEN EDGED DISTANCE. WITH t� %2W MINNT.IMEMBEDMITENOR 7 INTO WOOD AND 1" MINSEDG�4DIO ULTRACON BY ELCO FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 5.- CONCRETE STRENGTH f o-3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm -2,000 psi MIN. 8.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 8063-18. STEEL SHALL BE Fy- 36 KSI MIN. 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10,- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125' HFAT STRENGTHENED GLASS WITH A 0.090° WTERLAYER FILM DUPONT BUTACITE PVB. BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS- IL a. d GN PRESS S CHAR - WBIDOW DIdIIMON S ----I-��T_'__GAJ' ---- IMAll AANNDSSILL B M INT. I ACT G 3 3 80.0 90.0 C1 C C C4 --110°MAX. �-- WINDOW WIDTH TMCAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERALNOTM 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2-- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOUR ;TTIACHHMEMNITN.I TOBEEyCypONCRMENT INTO TE OR�MAASOONNRRRYWITH NRYBAND E 1i 2° MIEN EDGED DISTANCE. WITH t� %2W MINNT.IMEMBEDMITENOR 7 INTO WOOD AND 1" MINSEDG�4DIO ULTRACON BY ELCO FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 5.- CONCRETE STRENGTH f o-3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm -2,000 psi MIN. 8.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 8063-18. STEEL SHALL BE Fy- 36 KSI MIN. 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10,- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125' HFAT STRENGTHENED GLASS WITH A 0.090° WTERLAYER FILM DUPONT BUTACITE PVB. BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS- IL a. d GN PRESS S CHAR - WBIDOW DIdIIMON ANCHOR SCHEDME DISIGN FRESSUBE-ITE HEIGHT IMAll AANNDSSILL PERJAMB M INT. E261�/2' 28" 3 3 80.0 90.0 380.0 90.0 4 80,0 90.0 53 1/8' 6 75.0 75.0 4 90.0 90.0 26 1/2" 3 90.0 90.0 38 3 8° 37° 4 90.0 80.0 53 1/8" 6 75.0 75.0 19 1/8" SO 8/8' 3 6 90.0 90.0 28 1/a' 3 80.0 80.0 37° 4 90.0 90.0 83 1/8' 6 75.0 75.0 is 1/8. 83° 3 7 75.0 78.0 26 1/2" 3 75.0 75.0 37° 4 78.0 75.0 53 1/8" 6 75.0 75.0 19 1/8-_ 74 1/4° 3 8 75.0 75.0 26 1/2" 3 75.0 75.0 37° 4 75.0 75.0 53 1/8' 6 75.0 1 75.0 gwithRBYISBD lBeFl db FRANGSCH DEZ FLORIDA , -*Fr `#. 51393 Nkta wma Pin (303)304- Is DRAWING No. SH08-01 SCALE: 1/2_-,. SHEET 1 OF 6 2 1/2" MIN. 2 1/2" MIN, 1/4° ULTRACON 1 1/4" MTV. EMBEOMEHY INTO MASONRY e THROUGH 1 13Y WOOD BUCK /1FOR MAK ANCHOR SPACING AND NUMBER OF ANCHORS 4tizz .• RE L TOELEVATION AND DESIGN P'RES$URES CHART ON SHEETS 1 OF 8). TYPICAL FOR HEAD. DETAIL Al ATTACHMENT TO MASONRY DETAIL A3 ATTACEMENT TO METAL STRUCTURE DETAIL. (srEEL OR ALUMINUM val MOV. THICIQVESS TYPICAL HEAD SECTIONS 1/4- ULTRACON 1 1/2- MIN. PENETRATION INTO WOOD. TYPICAL ANCHORS 1• (FOR MAX ANCHOR SPACNG ANO NUMBER OF ANCHORS 8 .i+•ti+. 1/4° SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND " IN. ON SHEETS 1 OF 8).�,: DESIGN PRESSURES CHART ON SHEET 1 OF S. TYPICAL FOR HEAD. Q TYPICAL FOR HEAD. DETAIL A3 ATTACEMENT TO METAL STRUCTURE DETAIL. (srEEL OR ALUMINUM val MOV. THICIQVESS TYPICAL HEAD SECTIONS 1/4- ULTRACON 1 1/2- MIN. PENETRATION INTO WOOD. 1• (FOR MAX ANCHOR SPACNG ANO NUMBER OF ANCHORS 8 .i+•ti+. REFER TO ELEVATION ANb DESIGN PRESSURES CHART " IN. ON SHEETS 1 OF 8).�,: ra} TL 6{+?$• TYPICAL FOR HEAD. .iri'. t SUM B WiDdOWB 2 BY WOOD. BUCK BY OTHERS. M@NJfOCw1, k MUST. 8E PROPERLY ATTACHED TO 1745 W. PTS TRANSFER GLAZING SYSTEM LOADS = Ilataoia Fbalo 37019 TO THE srRucruRE. SHALL BE APPROVED PM Cj03)"py� BY BUIL DING OFFlCRI. PRIOR TO Fmn(300)898-e1 le WINDOW I�TAWTION. DETAIL A2 ATTACHMENT WOOD SMS THROUGH .METAL MAX OR SPACING AND NUMBER Or ANCHORSS-ROO TO ELEVATION AND DESIGN PRESSURES CHART' ON SHEET 1 OF S. 1° TYPICAL FOR We. MIN. IAMI-DARE COUNTY APROVED _Z�MUUUON. (UNDER SEPARATE APPROVAL) rj DETAELA4 ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/0" MIN. THICKNESS) PRODUCT REV196D ascomplyh*Wmthe Ffmi 9 a,alarnBcala pteaoa 0 •0 8 eT FF��qq�NCISCO HERNANDEZ FLORIAje 'PE (j 81393 DRAWING No, SHOE -01 DATE: 04 -02 -OB SCALE: 1/2"-l' SHEET 2 OF 6 •••1'L' "'e I Ve MAX. NON-%WIK GRDUT •:'N •: OR 1' BY WOOD BUCK 2 1/2' MIN.e 1/4' ULTRACON 1 1/4- MIN. EMBEDMENT INTO MASONRY THROUGH 1- BY WOOD BUCK OR NON—SHRINK NON—METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REgER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF a). TYPICAL FOR SU ONLY. DETAIL CI ]DETAIL C2 ATTACHMENT TO PRECAST SILL ATTACHMENT TO MASONRY BY WOOD BUCK BY OTHERS. UST BE PROPERLY ATTACHED TO IANSFER GLAZING SYSTEM LOADS ) THE STRUCTURE. SHALL BE RPROVED BY BUn.DING OFFICIAL RIOR TO WINDOW INSTALLATION. J2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 8). TYPICAL FOR SILL DETAILC3 ATTACHMENT TO WOOD ur 1° 1/4' Sb19 THROUGH METAL 1m0 -T 0 -Tato WO AND NUMBER M (( q 1» (FOR MAX. ANCHOR SPACING AND NUMBER GF ANCHORS REFER TO�ELEVATING A ELEVATION AND NSN OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET' 1 OF 8). DESIGN PRESSURES CHART ON SHEETI OF 8), TYPICAL FOR ,BIW TYPICAL FOR SILL DETAIL C4 DPTAIL CS ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/8- MIN. THICKNESS) (STEEL OR ALUM. 1/8' MSN. THICKNESS) TYPICAL SILL SECTIO NS PRODUCE RBVISBD as cwmNY188 waft PtoeldaQq BAowpDm obo 2018 Dara 13Y FRANCISCOHCMMDEZ FLORIDA.PE.,# 91383 DRAWING No. SH08-01 DATE 04-02-08 SQRM 1 2--1' SHEET 3 OF 6 d e •° - d ! ; ,, +P , ' � �'• 2 1 /2° MIN. 2 1/2' MIN. ft f<t{t�jt{{{L1 1/4' ULTRACON 1 1/4' MIN. EMBEDMENT INTO MASONRY ANCHOR SPACING ANDNUMBER OF CHART PCHORS ERMTO ELEVATION AND DESIGN PRESSURM I TYPICAL FOR SILL ONLY. FStY:. .AFT. «�yN t A ...... :,IS ' I ..33012 mmdactl q, Inc. Fkw vu �l FM(J08)828-8118-8118 •••1'L' "'e I Ve MAX. NON-%WIK GRDUT •:'N •: OR 1' BY WOOD BUCK 2 1/2' MIN.e 1/4' ULTRACON 1 1/4- MIN. EMBEDMENT INTO MASONRY THROUGH 1- BY WOOD BUCK OR NON—SHRINK NON—METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REgER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF a). TYPICAL FOR SU ONLY. DETAIL CI ]DETAIL C2 ATTACHMENT TO PRECAST SILL ATTACHMENT TO MASONRY BY WOOD BUCK BY OTHERS. UST BE PROPERLY ATTACHED TO IANSFER GLAZING SYSTEM LOADS ) THE STRUCTURE. SHALL BE RPROVED BY BUn.DING OFFICIAL RIOR TO WINDOW INSTALLATION. J2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 8). TYPICAL FOR SILL DETAILC3 ATTACHMENT TO WOOD ur 1° 1/4' Sb19 THROUGH METAL 1m0 -T 0 -Tato WO AND NUMBER M (( q 1» (FOR MAX. ANCHOR SPACING AND NUMBER GF ANCHORS REFER TO�ELEVATING A ELEVATION AND NSN OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET' 1 OF 8). DESIGN PRESSURES CHART ON SHEETI OF 8), TYPICAL FOR ,BIW TYPICAL FOR SILL DETAIL C4 DPTAIL CS ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/8- MIN. THICKNESS) (STEEL OR ALUM. 1/8' MSN. THICKNESS) TYPICAL SILL SECTIO NS PRODUCE RBVISBD as cwmNY188 waft PtoeldaQq BAowpDm obo 2018 Dara 13Y FRANCISCOHCMMDEZ FLORIDA.PE.,# 91383 DRAWING No. SH08-01 DATE 04-02-08 SQRM 1 2--1' SHEET 3 OF 6 d e •° - d ! ; ,, +P , ' � �'• 2 1 /2° MIN. 2 1/2' MIN. 2 1/2' MIN. 1/4' ULTRACON 1 1/4' MIN. EMBEDMENT INTO MASONRY ANCHOR SPACING ANDNUMBER OF CHART PCHORS ERMTO ELEVATION AND DESIGN PRESSURM ON SHEETS 1 OF 8). TYPICAL FOR SILL ONLY. •••1'L' "'e I Ve MAX. NON-%WIK GRDUT •:'N •: OR 1' BY WOOD BUCK 2 1/2' MIN.e 1/4' ULTRACON 1 1/4- MIN. EMBEDMENT INTO MASONRY THROUGH 1- BY WOOD BUCK OR NON—SHRINK NON—METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REgER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF a). TYPICAL FOR SU ONLY. DETAIL CI ]DETAIL C2 ATTACHMENT TO PRECAST SILL ATTACHMENT TO MASONRY BY WOOD BUCK BY OTHERS. UST BE PROPERLY ATTACHED TO IANSFER GLAZING SYSTEM LOADS ) THE STRUCTURE. SHALL BE RPROVED BY BUn.DING OFFICIAL RIOR TO WINDOW INSTALLATION. J2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 8). TYPICAL FOR SILL DETAILC3 ATTACHMENT TO WOOD ur 1° 1/4' Sb19 THROUGH METAL 1m0 -T 0 -Tato WO AND NUMBER M (( q 1» (FOR MAX. ANCHOR SPACING AND NUMBER GF ANCHORS REFER TO�ELEVATING A ELEVATION AND NSN OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET' 1 OF 8). DESIGN PRESSURES CHART ON SHEETI OF 8), TYPICAL FOR ,BIW TYPICAL FOR SILL DETAIL C4 DPTAIL CS ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/8- MIN. THICKNESS) (STEEL OR ALUM. 1/8' MSN. THICKNESS) TYPICAL SILL SECTIO NS PRODUCE RBVISBD as cwmNY188 waft PtoeldaQq BAowpDm obo 2018 Dara 13Y FRANCISCOHCMMDEZ FLORIDA.PE.,# 91383 DRAWING No. SH08-01 DATE 04-02-08 SQRM 1 2--1' SHEET 3 OF 6 /4, MAX 1/4" MAX, SHIM SPACE HIM SPACE 2 BY WOOD ELCK BY OTHERS. MUST BE PROPEKY ATTACHED TO r TRANSFER MA INS SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING 0 IAL PRIOR TO 1 1/2' ,a WINDOW INSTALLATION. MIN. 1/4- ULTFOUR 1 A IN. OF ANCHORS FEF DESKIN P TYPICAL FOR JAM& 's DLiTAiL D2 1/4' TAPOONS 1 1/4' MIN. EMSMMENT ATTACHINENTTOWOOD INTO MASONRY THROUGH 1' BY WOOD BUCK •v OR NON SHRINK NON METALLIC GROUT N OF ANCHORS ANCHOR REM TO ELEVATION ANDS a•y •,a� t. DESIGN PRESSURES CHART ON SHEET 1 OF 8). TYPICAL FOR JAMBS. DETAIL. Dl ATTACHMENT TO MASONRY 1/4° SMS THROUGH METAL OAF ANCHORS CREFER SPACINO To ELEVATION AND AND DESIGN PRESSURES CHART ON BMW 1 OF 8), TYPICAL. FOR JAME. — r( IM SEP�AR�A UALL APPROVAL) L_J DETAIL D4 ATTACHMENT TO MULLION TRATION 9170 AND NUMBER AND ET 1 OF 8). 1/4' MAX. SHIM SPACE AND j-1/4' SMS THROUGH METALWill lhi(7? {FOR MAX. ANCHOR SPACING NUMBER OF ANCHOR6 REFER TOELEVATION SH08-a1 ANG DEMON PRESSURES9 DATE: 04-02-08 gCJdE: 1 2"�1' CHART ON SHEET 1 OF B). msdaCil n, TYPICAL FOR JAMBS 174Mcd5IL rd W" Fla 30)828-51'aFlorida J�18 Finn DETAII.D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' MIN. THIMESS) GLAZING DETAIL. TYPICAL JAMB SECTIONS PRODUCT RBVISBD as complying WI&ft Florida BdimsOodo Acoqftm No By 0 DRAWING No. SH08-a1 DATE: 04-02-08 gCJdE: 1 2"�1' FRANCISCO HERNANDEZ FLORIDA . PE, # 51393 SHEET 4 OF 6 is 10 16 1745 W. &W Pkft Waled. norIft =2 FMU(305)&U-5118 14 O (SEE DETAILS 01, 02, D3 AND 04 ON SKEET 4 OF 6) WINDOW WIDTH 14 (SEE DErALS v i -1 At, A2, A3 AND A4 ON SHEET 2 OF 6) HORI7ONTAL SECTION ........... . . ... ......... 12 rA E-, 3/4* x 3/8* STEEL BAIL 14 14 �a 12 31e x 3/8" STEELBAIL —LATCN OPTION 5 c LAMN I 13 a (SEE ETAILS Ci. C2D. C3. C4 AND C5 VERTICA� SECTION yh::Xtw ON SHEET 3 OF 6) as uFwdb DRAWING No. WITH TOPLOCK 0 -01 wl SHOE -o1 DAM TE-QJ=92--M VERTICAL SECTION SCAM L S F HERNANDEZ F L TRI�o As", ''}u}nin: .-.. MATERIAL LIST •vca 8 I Mmdat wtq, Im 1745 W. Fi� PN 1;368)384-9136'2 Faw(308-6118FRAME rA I i rA � F N PRODUCE REVt814D asc m�yhlgWDhftFhdda DRAWING No. Ba8d818 � SH08-01 0 Aar ►B DATE: oa-oz–oB i FRANCISCO: HE`RISIM �b.¢RIDj1 P� 4 �%` Si 393 SHEEP 8 OF 6 4.6,a 1- 2482 ••—� + o.5oa anad ,.� .312 11 aoao —T- 6i6o GLAZING BEAT MEETING RAIL G14� SVYW-101 SW -018 8083 -TS �-� 8�"m I 0.957 1.626 z•+V 2.312 o2,s4 0.064 0.082 2000 + 4� 1 2.078 --{ 2.376 0J112 (— FRAME SILL FRAME JAMB SM � tT RA+L SW -82101 SW -0t t BQ85_T8 8083 -TS �— 1.890 --I 0.1870 62192 a.76o aoez +l ao6o 0.7 19 '+tea o2t10 4-- t.o0o SASH BOTTOM RAA. SASH yW/SIDE ITEMS PARTS R®QD. D78CRR'MON MAT�7AL 1 SW -094 1 FRAME HEAD 8083-•T8 2 SW82101 1 FRAME SILL 8083-T$ 3 SW -011 a FRAME .IAMB 8D83 -TB 4 5W4O1t1 1 MEETING RAIL 8083-T8 8 SW -017 1 4ASH TOP RAIL 8083 -TS 8 SW43388 1 SASH BOTTOM RAB. 8083-1.8 7 SW8Z02B 2 SASH CAM NYLON 8 SW -012 a SASH SIDE RAIL 8083 -TB �8�3 ZzRAIL SASH BJTfON RAIL P�SW-43383 K300 T8 8083 T8 10 ITEMS PARTS R®QD. D78CRR'MON MAT�7AL 1 SW -094 1 FRAME HEAD 8083-•T8 2 SW82101 1 FRAME SILL 8083-T$ 3 SW -011 a FRAME .IAMB 8D83 -TB 4 5W4O1t1 1 MEETING RAIL 8083-T8 8 SW -017 1 4ASH TOP RAIL 8083 -TS 8 SW43388 1 SASH BOTTOM RAB. 8083-1.8 7 SW8Z02B 2 SASH CAM NYLON 8 SW -012 a SASH SIDE RAIL 8083 -TB 9 SW -AS A5 REO ASSEMBLY SCREWS 8x1" PH PHILUP CRS 10 SW820aA 4/VENT FACE OUIOES NYLON 11 SW43383 2/VENT LATCH BOTTOM RAIL PLASTIC 1a SIY1B20 AS ROD �++. PILE FELT 13 SW3a87 AS ROD WEATHER STRIP BULB VINYL 14 AS ROD SILICONE DC-899/t�-1200 18 SWW101 AS ROD GLAZING BEAD 8083-r8 16 SW840 2 SPIRAL BALANCE ALUMINUM 17 SW -887 2/1/ENT LATCH ZINC 18 SW3082 AS ROD WEATHER STRIP BULB VINYL M®D MIAMI-DAD]; COUNTY s 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) 3I3-2599 NOTICE OF ACCEPTANCE (NOA) MW%miamidade ooYfoara Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 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 "1650 (XO)" Aluminum Horizontal Sliding Window = L.M.I. APPROVAL DOCUMENT: Drawing No. HS0841, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision #I dated 03/05/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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. MISS]LE 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 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 qr any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be_ displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 09-1217.04 and consists of this page 1 and evidence pages E- I and E-2, as well as approval document mentioned above. IWAO K The submitted documentation was reviewed by Manuel Perez, P.E. Fib,, IP Lam torr MRY- A • • • • Expiration Date: April 10, 2018 0�12 Approval Date: May 17, 2012 Page 1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08--01, titled "Series 1650 Aluminum Horizontal Sliding Window (X4) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision #1 dated 03/05/12, prepared by manufacturer, signed and sealed by Francisco . Hernandez, 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0107.08) 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 24113,2. 1, TAS 202-94 _along with marked up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"015, dated 07/27/07, signed and. staled by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09-0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#09-1217.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuelre-r-4 P.E. Product ControNUAminer NOA No. 12-0320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTER E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS L Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12,.2012, signed and sealed by Francisco Hernandez, P.E. G, OTHER 1. Notice of Acceptance No. 09-1217.04, issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window — L.M.I., approved on 02/03/10 and expiring on 04/10/13. Manuel P E. Product Control er MOA No. 12-0320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 E-2 die , IMPACTIMP CT �L GLASS GLASS E -FALSE MUNTINS (SURFACE APPLIED) MAY BE USED lO* MAX MAX WINDOW WIDTH TYPICAL ELEVATION (XO) GENERALNOTES3 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FRC. 2.- CONFIGURATIONS OX AND XO, 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. S.- FOR ATTACHMENT INTO CONCREM OR MASONRY WITH 1 BY USE 1///2" DLAX ULTACON BY ELCO WITH 1 1/4* MIN. IN% D4? �IN. EDGE DISTANCE FOR ATTACHVENT II`WCPE2D%KRlNWTo00CDoENNCWdChM el D . LTRACON BY ELCO WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1 MIN. EDG, DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4- DIAM. OWE $ SHEET METAL SCREWS WITH I" MIN. EDGE DISTANCE, S.- CONCRETE STRENGTH fc-3,200 0 MIN.. CMU PER ASTM 090, FILLED CMU fm -2,000 pal MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" 0- 0.65 OR GREATER DENSITY. Q.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6063-T8. STEEL SHALL BE Fy- 36 KSI MIN. lO.- WOOD SUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FRC. GLASSt 0.340° OVERALL LAMINATED GLASS usim Two uTEs OF 0,125* HEAT srfa*THENM GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUIACITE PVR, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS, PRODUCTRIPMED, yfifs w% do Flaft BY m 41w., is Zi L; T�w m ;MANCISCO NMDEZ I", {� !�. �;1:� m1h � su*lne wdm %174311=33rd"'Itm. HWuh, Roft 3=12 Pie (305984 -UN M DEIGN PRUSURES CHART - PSF EIFAT STRF.NGTHENEI) LAAUMTED IMPACr 219WA! IT GLASS wumw DIBWNSION ANCHOR SCIUMULE HURRICANE PROCrECTION IsNoTmqumm PER HEAD & su PER 13/4"SHL 3w snL -0cr. INT. EXT. INT. 26 112" 37' 531/a. 7v 26. 4 3 53.33 120.00 80.00 120.00 dt rW 0 FI 5 53.33 120.00 80.00 120.00 - 6 53.33 119.30 80-00 119.3 8 53.33 90.00 80.00 90.00 /r a61sr 53 11ir 74" 38 31W 4 5 53.33 120.0 180.00 120.00 5 80 53.33 12D.0 .00 120.00 a 83.33 98.50 x.00 98.50 a 153.33 78.90 78.90 78.90 37' 5 6 63.33 104.70 80.00 104.70 wiler ISO 5/6" a LaL 88.46 180.00 168.40 7V a 83.33 167.30 67.30 67.30 rr 63 1/5* 7e W* 5 7 53.33 58.20 80.00 88.20 6 53.33 75.00 75.00 75.00 8 53.33 62.00 82-00 82.00 2e 38" 4e w 72* 24" 3 3 53.33 120.0 80-00 12D.0 4 53.33 120.0 80.00 1120.0 6 83.33 120.0 80-00 120.01 7 53.33 120.00 60.00 120.0 - a 53.33 00.00, 80.00 90.00 2,r 35' 45• 3r 3 4 53.33 120.00 80.00 120.0 - 4 - 53.33 120.00 80.00 120.0 6 53.33 120,00 80-00 1120.0 7 53.33 29.90 80.00 99.90 -a 53.33 W.W 110.00 88.80 4r ev 7r 4r 5 W.331100.40 80.00 100.40, 6 63.33 193.90 84.00 93.90 7 53.33 87.00 80.00 87.00 a 53.33 74.30 74.30 74.30 DRWNG No. HS08-01 DATE. 03 -14 --ill SCALE; I 2"-1• SCALE* - 30' 4W aw 7r w 4 7 5&33 90.00 80.00 90.00 '" "o - - 53.33 87.00 87.00 7 Me EaO.O 1 53.33 ag 4-0 80.0 83.40 V67.80 a 53.33 67.80 107.6.0 SHEEP 1 OF 7 TYPICAL ELEVATION (XO) SE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTA 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO MB CONCRETE ORCpMASONRY WITH RBY USE Y AND E 1/4"2 MIEN EDGE DISTANCE. ByGELCO WITHFOR ATTACHMENT INTO 2 BY OR WOODEN STRtJ E USE 1/4 D1fAM. ULTRACON BY ELCO WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 8 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 8.- CONCRETE STRENGTH f c-3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm -2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 8083-T8. STEEL SHALL BE Fy- 38 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. GLASSs 0.340" OVERALL. LAMINATED GLASS USING TWO L.ITES OF 0.128" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO L.ITES OF GLASS. LAMINATED BY TECNOGLASS.' mmhchRl . IAD. 1745 W. 33rd Plass Ptu )3� 9952 Fbx (=)828-51 18 DESIGN PRESWRES CHART - PSF HEAT STRENGTHENED LAMINATED BRACT RESISTANTGIASSI WDVDOW DIMENSION ANCHOR SCHEDULE HURRICANEFROCPSCTWN I9 NOT RE umm WIDTH HEIGHT PER HEAD k SILL PER S 1314" SILL 3" SILL EXT. IM. OCT. INT. 74' 38 3/8' 11 8 53.33 90.00 80.00 80.00 74- 80 5/8' 11 8 $3.33 90.00 80.00 90.00 gni 37" 83" 8 983.33 83.33 90.00 80.00 90.00 53 1/8" 8 90.00 80.00 90.00 74- 11 53.33 95.20 180.00 185.20 . 72- 45- 11 7 53.33 90.00 80.00 90.00 C 48- or 7 9 53.33 90.00 180.00 120.00 80" 9 83.33 90.tm 80.00 80.00 72- 11 53.33 90.00 I 80.00 I 90.00 TYPICAL ELEVATION (XO) SE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTA 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO MB CONCRETE ORCpMASONRY WITH RBY USE Y AND E 1/4"2 MIEN EDGE DISTANCE. ByGELCO WITHFOR ATTACHMENT INTO 2 BY OR WOODEN STRtJ E USE 1/4 D1fAM. ULTRACON BY ELCO WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 8 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 8.- CONCRETE STRENGTH f c-3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm -2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 8083-T8. STEEL SHALL BE Fy- 38 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. GLASSs 0.340" OVERALL. LAMINATED GLASS USING TWO L.ITES OF 0.128" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO L.ITES OF GLASS. LAMINATED BY TECNOGLASS.' mmhchRl . IAD. 1745 W. 33rd Plass Ptu )3� 9952 Fbx (=)828-51 18 DRAWING No. HS08-01 DATE: oa-1a-Ga SMID- 2" -1 - FRA 050.0. HERNANOEz FLORIDA PE ' 8139A SHEET 2 OF 7 . . . . . . . M . . . . . . . . . .......... . . . . . . . . . . . . . . 12 13 g t5 18 surwhe vmdows mmkctud4 Mr. 1745 A 33rd Plaft 3 FRaWak FWft 33012 Ph,. (305)36+-0851 21 14 a V41NDOW WIDTH HORIZONTAL SECTION u 0 20 - FF-- o� e ° 3 y � WES (2) 2- s, Rift I (Ek VERTICAL SECTION I (2) 2- HOLES WITH SILL RISER Sill I I I PRODUOr VERTICAL SECTION REVISED mo • HS08-01 DAM, Sly MANCISCO H DE' SKEEr 3 OF 7 "Rla� L MATERIAL LIST MATERIAL LIST Ila. rt"a rt1^ NY iS4Ift3;H# •Y.4T7Yrrr{: Sunshine �indoros M745 W. 330 hID t748 W. arra 18or"X Pan(308JBa8-8118 �r W y O PRODUCE1tEVMW L nB w0yins With" �e ORAWNO No. Anoo� � HS08-01 DAM o3_t4-OB Dy f� CISCOKfi0N l303 SHEET 4 OF 7 IYffi1t@ PAST@ RSD. DE9CRIPlTON MATERIAL �1.. SW -01B 1 FRAME HEAD 8083 -TB I sW-o1fl t FRAME SILfbft L sos3-Te S 9iAtoot2l 1 INSERT TRACK 8083-75 AS 8 eWo9a a SLIDER TOP/BorroM RAn. 6083 -TS 8 8W3018 AS ROD FIN SI;'JU: PILE FELT a satw 2 WHEEL eRass 8 - RO SY-017 t MOVING MEETING PAL 8083-T8 10 SW40t i 1 1 FIXED MEETING RM. 8083 -TB 14 SW -AS AS ASSEMBLY SCREWS B 8 X 1' 8M3. 12 9W-013 1 JAMB TO MOVING PANEL 8083-1 1T8M8 PAST@ READ. DHBCRIPTiON MATBRFAL 13 SW -018 1 MOVING SIDE RIN. 8083 -TB t4 SW3aS7 A9 ROD WEATHER STRIP BULB VINYL 16 9W -B87 ROD LATCH ZINC 18 SW -S10 2/SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER eae3-TB 18 SW -014 7 JAMB TO FlXSD PANEL 8083-T8 18 - AS ROD SILICONE PEC -605 'OR SgIOAR a0 SW -101 AS ROD 01pACT GLAZING BEAD 8089-T8 21 SW -BTL 1 3/8' X 3/4" FLAT BAR STEET. 22 SW -AS 4 ASSEMBLY SCREWS 8 1T8M8 PAST@ READ. DHBCRIPTiON MATBRFAL 13 SW -018 1 MOVING SIDE RIN. 8083 -TB t4 SW3aS7 A9 ROD WEATHER STRIP BULB VINYL 16 9W -B87 ROD LATCH ZINC 18 SW -S10 2/SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER eae3-TB 18 SW -014 7 JAMB TO FlXSD PANEL 8083-T8 18 - AS ROD SILICONE PEC -605 'OR SgIOAR a0 SW -101 AS ROD 01pACT GLAZING BEAD 8089-T8 21 SW -BTL 1 3/8' X 3/4" FLAT BAR STEET. 22 SW -AS 4 ASSEMBLY SCREWS � 8 X 2 1/2' SMB. OJ11a z.tatd aoao T ,.E7s 0.050 oassa FDOD) MEETING RAIL sw-aoltt eoes-Ts 0,012�-- MOVING MEETING FNB. BW -on H083-ra tela JAMS TO FIXED PANEL sW-o,a eoe3'-Ta a.�ai a•M � FRAME JAMB TO MOVING PANEL stv-o,s Boa3-Ta GLAZING BEAD �� aoez ,.7tI0 2.750-- a.00 1.0750 ,.0000 0.078 3.1e2 t.aoao R::,T-.L, ease ,l aam lo -sic �.- FRAME HEAD AND SILL 9W-018 8083-T8 MOVING SIDE RAIL �g Bfl�83-T6 SILL RISER 808! nt''ST INERT TRACK SW -x=21 SLIDER TOP AND BOTTOM RAIL �� 2 1/2" MIN. 2 1/2" MIN. ATTACHMENT TO MASONRY Q 1/4" ULTRACON 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. ' (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD, 4 BY WOOD 131CK BY OTHERS• MUST BE PROPERLY ATTACHED TO TRANSFER GRAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD. k DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUML 1/8" MIN. THICKNESS) DETAIL B ATTACHKIWTO WOOD ACOA 1 1/2" MIN. PENETRATION INTO WOOD, ANCHOR SPACING AND NUMBER OF ANCHORS ELEVATIONS AND DESIGN PRESSURE CHARTS 3 1 OF 7 AND 2 OF 7) IR HEAD. 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE, SHALL BE APPROVED BY BUILDINO OFFICIAL PRIOR TO WINDOW INSTALLATION. DETAIL C 1 ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS PRODUCTR8V188D %tm SwmNne Windows moufac", Inc. 1744 W. 33M Pk" HWeah. FIWW 3X12 Pht (308)384—OM Fina(305)828-8118 DRAWING No. HS08-01 GATE 03-14—DB SCALER 1/r.1* SHEET 5 OF 7 1/4' SMS THROUGH METAL (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OF 4). 1 " TYPICAL FOR HEA), MIN. MUIB—DARE COUNTY APROVED (UNDER SEPARATE APPROVAL) —�—MULLION. I n DETAIL C 1 ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS PRODUCTR8V188D %tm SwmNne Windows moufac", Inc. 1744 W. 33M Pk" HWeah. FIWW 3X12 Pht (308)384—OM Fina(305)828-8118 DRAWING No. HS08-01 GATE 03-14—DB SCALER 1/r.1* SHEET 5 OF 7 L 1/4' ULTRACON 1 1/4° MIN. EMBEDMENT INTO MASONRY "FOR ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 ANO 2 OF 7) TYPICAL FOR SILL ONLY. 91 ki .•.r.�.";'.:,:''°�; I 3/4MMX. NON–SHRUNK GROUT '.i;,�'. ; •, aR 1' BY WmD SUCK \ Z 2 1/2" MIN._e _I —1/4P ULTRACON 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD SUCK OR NON–SHRINK NON–METALLIC OROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS I OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. DETAIL D DETAIL E ATTACHMENT TO PRE -CAST SILL ATTACHMENT TO MASONRY —MIAMI–DADS COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) 1/4' SMS THROUGH METAL. I N -1/4' SMS THROUGH METAL FOR MAX ANCHCR SPACING AND NUMBER "MIN. ' V(IR MAK. ANCHINt SPACING AND NUMBER F ANCHORS REFER TO ELEVATIONS AND OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). 1 OF 7 AND 2 OF 7). TYPMAL FOR Sal TYPICAL FOR SILL DETAIL O DETAIL O I ATTACHMENT TO METAL STRUCTURR ATTACHMENT 70 MULLION (STEEL OR ALUM. 1/e MIN. THICKNESS) (SrEEL OR ALUM. 1/B° MIN. THICKNESS) TYPICAL SILL SECTIONS a 2 BY WOOD BUCK BY OTHERS. Smm" vindows Manufacfar% Inc. 1748 W. 33rd Plata FOd*O. Fladda 331119 PM (30)3"-8982 Fina(308)=-8118 0 MUST BE PROPERLY ATTACHED TO DC. TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE SHALL BE APPROVED rArA BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4' ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. 0 VR MAX. ANCHOR SPACING AND NUMBER ANCHORS REFER TO ELEVATIO148 AND v► DESIGN PRESSURE CHARM ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. Q H DETAIL F rA ATTACHMENT TO WOOD 0 PRODUCTRBVISHD Y6WwI1DQlaFtaida DRAWING No. C HSOO-01 �D DATE: 14-08 3-•ri:-.M SCALE, 1 2".t" FFR{�ICISCO HERNANDEZ SHEET 6 OF 7 FL()t110q PE''St 1/4- TAPOONS 1 1/4- MIN. EMBEDMENT INTO MASONRY THROUGH 1- BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAK. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS, DETAIL H ATTACHMENT TO MASONRY 1/4- SMS THROUGH METAL 9R MAX. ANCHOR SPACINI ANCHORS REFER TO ELS DESIGN PRESSURE CHARTS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. MULLS DAA DER EPOUNTY SAL) r—� �I II ATTACHMENT TO MULLIONS DETAIL 2 BY WOOD BUCK BY OTHERS, MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOAM 1/4- MAX. TO THE STRUCRIRL SHALL BE APPROVED SHIM SPACE BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATON. 1/4° ULTRACON 1 I/2' MIN. PENETRATION INTO WOOD. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL I ATTACHMENT TO WOOD GL 4M(3 DETAIL 1/4° SMS THROUGH METAL FOA MAX. ANCHOR SPACING AND NUMBER F ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CKARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL. FOR JAMBS. DETAIL J ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM, 1/8- MIN. THICKNESS) 0.080' OUPONT MffA= P�VB ' 110" HEATSTRENMENED 3/8- GLASS SITE (11PICAL) _ GLAZING: 0.340° OVERALL. LAMINATED GLASS USING TWO LITES OF 0.128° HEAT STRENGTHENED GLASS WITH A 0.090- INTERLAYER FILM DUPONT BUTAOTE PVI, BETWEEN THE TWO L.ITES OF GLASS. LAMINATED BY TECNOOLASS. TYPICAL JAMB SECTIONS Sunshine Windows Mmufmtuf4 hr. 1746 W. 33rd Plow 19deoR. Flm10o 33912 PW (306}164-5962 few(305"-6116 DRAWING Na HS08-01 DATE: e3-14-08 SCALE: 1 2--1- SHEET 7 OF 7 MIAMI -DADS 3ViIAMI DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} mnv.miTmidade.nov/economy Sunshine Windows Manufacturing, Inc. 1745 W 3e Place Maleah, FL 33012 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 RER - 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 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. RER 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: Clipped, Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No.M2011, titled "Aluminum Tube Mullion L.M.I.," sheets I through 21 of 21, dated 02/11/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 after a renewal application has been tiled 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 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM(flAD@COUNTY �� IYOA 0: ` 3 r Expira � oa Date. March 28, 2018 Approval Date: March 28, 2013 i Page 1 ItP Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets I through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02/11/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL- 7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/22/11 and revised on 02/25/13, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 11-1216.02 issued by Product Control, dated January 31, 2012, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-1 P ' }`r Manuel Perez, -P,1. Product Control Examiner NOA No. l t-1216.02 Expiration Date: March 28, 2018 Approval Date: March 28, 2013 0.1211' OR 0,150' THICKNESS INDEX OF DRAWINGS Sunfte Vmdows OWING UNIT SEE NOTES 2 AND 4 1 OF 22 MULLION SECTIONS. GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. OF GENERAL NOTES m00uf0own IRC. o 2 OF 21MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CUPS LOCATION DETAILS. 1745 W. 33rd Pta 3 OF 21 TAKE 1. MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR muLLIONS- -�i TABLE 2. ANCHOR DESIGN LOADS (ANCHOR CAPACIM FOR RECTANGULAR MULLIONS. 4 - 4 OF 21 Hicleak FlorMa 33012 P?. (308)364-9052 2� 8 OF 21 TAKE 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. F=t(305)828-3118 ." OR 6 OF 21 TABLE 8 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITTES) VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS FOR ROUND MULLIONS, 7 OF 21 ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH ABY WOOD SUCK. A I ON SHEET 4 OF 228 OF 21 ANCHOR CONFIGURATION TYPE AT ON WOODEN STRUCTURE OR 28Y WOOD BUM N DESIGN OADS (WA2WMa TABLE - II TOLt I ION r ME II ES 2 Mn 3 ON SHEETS 4 AND 5 OF 21- 9 OF 21 ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 1 BY WOOD BUCK SEE ANCHOR DESIGN (DADS (ANCHOR== IF IF AND ON WOODEN SMOTURE OR 2BY WOOD SUCX- 10 OF 21 ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH Iffy WOOD SUCK AND ON WOODEN STRUCTURE OR 21ry WOOD SUCK. r -0 NIT SEE NOTES 2 AND 4 11 OF 21 ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH IBY WOOD BUCK '00 ON WOODEN STRUCTURE OR 29Y WOOD BUCK FOR 2" X W MULLION. NOTES AND 3 1/2" 0 OR 4" 0 ALUM. TUBE12 OF 21 ANCHOR CONFIGURATION TYPE al ON CONCRETE OR MASONRY. 0.082" OR 0.125* THICKNESS CO*=RATICN TYPE 82 AND 83 ON CONCRETE OR MASONRY 13 OF 21 .-ANCHOR - X 14 OF 21 .-ANCHOR CONFIGURATION TYPE 83 ON CONCRETE OR MASONRY- VARIES z W TO low - 15 OF 21 ANCHOR CONFIGURATION TYPE Cl ON METALLIC STRUCTURE - 0 % 16 OF 21ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. 17 OF 21 ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE - Fd 18 OF 21 ANCHOR CONFIGURATIONS TYPE OZ 03 AND D4- MULLION TO MULLION CONNECTIONS - 19 OF 21 ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BRZ- BR3, CR2 AND CR3- 20 OF 21 ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. 21 OF 21 ROUND MULLIONS. SIDE MEWS FOR ANCHOR CONFIGURATIONS TYPE M- BR3- BR4. CR2, CR3 AND CR4. VERTICAL ROUND TUBE MULLION SEE M181 ION DESIGN I DADS (M II LION CAB&CM0 AND ANCHOR DESIGN (DADS (=MR CAB&= TABLE 1 4 ON SHEET 8 Or 21. GENERAL NOTES: PROCEDURE FOR MULLION SELECTION I.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 7- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL 1. DETERMINE THE DESIGN PRESSURE BY COMPUTING THE WIND BE NOT LESS THAN 1/8*. ALUMINUM SHALL BE 6063-76 AND LOAD IN PSF ACTING ON THE MULLION AS PER 2010 FLORIDA BUILDING CODE. FLORIDA BUILDING CODE. 2 S-IALL BE USED ALONG WITH SEPARATE APPROVED SIM SHALL BE Fy= 36 kol MIN. 2. USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES # I AND # 4 ON -MULLIONS GLAZING UNITS MEETING THE 2010 FLORIDA BUILDING CODE 6- TUBE MATERIAL. SHALL BE ALUMINUM ALLOY 6083-T6 ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED REQUIREMENT& USE OWING UNIT APPROVAL TO SPECIFY TO MEET THE DESIGN PRESSURE. FASTENER SIZE AND SPACING. S.- ALL ANCHORS INSTALLED 94 THE SMVALUMINUM HOST STRUCTURE SHALL HAVE I* MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS. & USE TABLES # 2. # 3 AND # 4 ON SHEETS 4, 5 AND 8 OF 21 TO DETERMINE TYPE OF ANCHORS: FOR ATTACHMENT INTO CONCRETE OR TOE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE MASONRY WITH Joy, 2BY OR WOODEN STRUCTURES USE 1/4" DIN. lo.- WOW HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE' T MEET THE DESIGN LOAD (MULLION CAPACITY). TAPCON By "ITV(BUILOW (NOA No.07-1120.10)1 FOR ATTACHMENT 0-0.55 OR GREATER DENSITY. TO METAL STRUCTURES, OR METAL To METAL CONNECTIONS USE ALL ANCHORS RWALLEG IN WOOD SHALL HAVE I* MINIMUM TO THE 4. HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING 1/4' DIAM. ORADE 5 SHEET METAL SCREWS. EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8* MIN. EMBEDMENT. TAME VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS NOA Drawn bv _NM 4- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON 11- CONCRETE STRENGTH: No -3.200I MIN., CMU PER ASTM COO. To APPLY FOR A PEftff. ATTACHED GLAZING UNITS TUBE STRENGTH ONLY. NO CONTRIBUTION OF MW FILLED CMU fm- 2,000 Pslmvr Date: 02-11-13 ARE CONSIDERED, ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2' MINIMUM swo.. CIST. To THE STRUCTURAL MEMBERS WITH 1 3/4' MIN. EMBEDMENT, 5- FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES (EXCLUMNG STUODD, FOAM, BRICK AND OTHER WALL FINISHES). Revb1m, REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL Rvdwom- 6- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO 12- MATERIALS INCLUDING BUT NOT LIMITED To STEEL/METAL TRANSFER CLAZING SYSTEM LOADS TO THE STRUCTURE AND T COME INTO CONTACT WITH OTHER OiSSRAILAR rmvm; T, WITH THE SECTION ND. SHALL BE APPROVED By THE BUILDING OFFICIAL PRIOR TO ALL BE PROTECTED IN ACCORDANCE 2003.8.4 OF THE 2010 FLORIDA BUILDING CODE. M201 1 MULLION INSTALLATION. FRANCISCO Hi R'IDE A11osn1 Dade net 0tro FLORIDA PE t a By—,; ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS ...... ...... 0.082 0.125 1 1 0 0.125 .125 0.750 750 .125 . 10.125 0 5 4.000 0.125 v'";;. . . . . . . . . 3.000 3.000 4400 ST-125 0.094 2.000 2.2W 0.750 1745 W. 33rd Mens .CS4 Molcoh, Swido 33012 ;0 Ph: (305)384-9952 2.000 -1�0.1 2 0.125 Sunshine Yfindm 2.000 0 125 5& 2.280 0.08 0.125 2.000 VI CLIP V2 CLIP 2" X 2' X 1/8" ANGLE CLIP 2" X W X 1/8' ANGLE CUP U CUP .3.500 4.000 1.000 ALLOY: 6063-75 ALLOY. 6063-T6 ALLOY: 6083-T5 ALLOY- SCS3-T5 ALLOY- 8083--TBIS 3 1/2- ROUND MULL IV ROUND MULL 1.000 ALLOY. 6063-T6 ALLOY: 6083-TS I- X 2- X 115' 1- X 2- X 1/8- ANCHOR CLIPS LOCATION DETAILS 1- x 3- x 1/0- 1* x 31 x 1/8" A i- X 4- X Or 1" x e x i/8" C ALLOYt 6054-T8 ALLOYS 6053-TO I- t- 6.000 0.125 0.125 0.250 DETAIL 1 DETAIL 2 DETAIL 3 DUAL 4 -0.250 V CLIPS L CLIPS V CLIPS L CLIPS 4.000 HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION 4043 FILLER ALLOY 4.000 ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES 0.0 TOP VIM ROUND MULLION ANCHOR SLEEVE 1.000 ALLOY: 6083-T5 Tai I" X 4" X 1/4' 2.000 -J 2- X 4" X 1/8! ALLOY* 6063-T8 r x v x I/s- C ALLOY: 60023-16 4043 FILM ALLOY DETAIL 6 DETAIL 7 DETAIL a CONTIN. WELD 0.250 DETAIL 6 C T FILER ,4 025D V CLIPS L CLIPS V CLIPS L CLIPS 2.000 . HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL ?OSTVON MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION 0.125 SAM SECTION 1-1 1411k1l, ROUND MULLION ANCHOR SUM ALLOY. 6063-T5 fl ROUND MULLIJON SLEEVES 2.000 -�v- a. byL NM MULLION DIMENSIONS A4 pots: 02-11-13 TYPE A 8 C 2- X 6- X 1/4- DETAIL 9 DETAIL TO DETAIL 11 RelblSW.a.Ifir 1* U CLIPS U CUPS ROUND MULLION SLEEVE - 3 1/2"o 5.500" 1 3,250' 1 0.128r ALLOY'. 6083-18 HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION eo 8.000- 1 3A7"_] 1 MULLION TO MULLION MULLION TO MULLION ON SUBSTRATES 4ppmved as vompUlag w48she ORO= KQ. 0,12Jr Floldd llutdlitaCe�" u,)nl i NOTM - FOR ROUND MULLION AND ANCHOR Q 'A FRANCISCO HERNANDEZ MULLION SHAPES,, ANCHOR CLIPS mju e� : ml a e Product ni FLORIDA PE # 51393 DESIGN LOADS SEE SHEET 6 OF 21. SHEET - FOR CONFIGURATIONS OF ROUND ANCHORS AND ANCHOR CLIPS LOCATION DETAILS T1y 4 2 OF 21 SEE SHEETS 19. 20 AND 21 OF 21. s MULLION SPAN TI51D1 m sm (Yl) - wl t+ HORIZOWAL LIULUON -Van= MULLION QAM mo PROM= Wt 7NI8lItA1Nl' 71miN (11) - W1 + W2 2 VERMAI mu FtON NOT13S: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4pprored as complying wN6 tke Flortdp etdlagCr Data tty� ' h / i NOAB Atfaml act onl 5 -t FRANCISCO 4RNhNZ2GE; S FLORIDA PE # 81393 1745 W. 33r4 PIM IOotec. FW40 33012 Ph: (355)384-8952 F09305)628-5118 a z 0 arose by 1vm ode: 2-11-13 aeels NIS RnW- R6Netom own tM. M2011 SHEET 3OF'21 MULLION DESIGN LOAD - PSP MULLION OESONLOAD - PSP MILLION am LOAD - PSF OPIDSONS MULLION MULLION MULLION Mlumw 04tEN5Y0N4 MILLION MULLION MULM MULLION DiAl MUWON MULLION mm (r1) SPAN 1'X2' 1'X5 1'X4' 1'X4' x 1/8' x 1/8'x 1/8' x 1/4' 01HX 1'X4' 2'X4 2'X8' 1/4'X I/8' X 1/a' YX8' x 1/4 wm1H (� spm YX6• YX8• x 1/8' x 1/4' 2Y 128.5 140.0 140.0 140.0 2i or 140.0 I15.4 140.0 14&0 27' 1�' 122.8 140.0 3Y 93.75 1400 140.0 140.0 37• 112.8 84.E 140.0 14&0 37' 89.45 140A 48' 72.25 140.0 140.0 140.0 48' 87.00 64.90 140.0 140.0 48' 88.80 12&8 60' 57.80 it&9 140.0 140.0 60• 8955 51.E 112.5 140.0 60• 55.15 101.3 6r 5255 109.0 140.0 140.0 gg• 8325 47.20 102.3 140.0 66' 50.15 92.10 74' 46M 97.25 140.0 140.0 74' %40 42.10 91.26 140.0 74' 44.70 8'1.15 80' 43J5 KOO 140.0 140.0 80' 52.15 ASO 84.40 140.0 90' 41.35 7840 2Y 81• 57.45 140.0 140.0 140.0 27' 125.7 7740 140.0 140.0 27* 128' 1112 140.0 3Y 41.90 113.7 140.0 f40.0 37' 91.70 5&40 140.0 140.0 37' 81.15 140.0 48' 32.30 87.65 140.0 140.0 48' 70.70 43.45 122.6 140.0 48' 62.55 114.0 60• - 70.10 112.8 1404 80• 5555 34.75 98.00 140.0 p' 50.00 9190 B8' - 63.75 102.8 140.0 88• 51.40 31.60 8&15 140.0 66' 46.45 83.80 74' - 5655 81.45 1404 74' 4555 28.20 79.50 140.0 74' 4055 7450 g0• - 62.60 84.60 1404 80• 42.40 - 7355 136.1 W 3750 8890 27' 587- - 1119 1402 140.0 27* � 103.6 64.45 1404 140.0 27' 132' 101J 140.0 37• - 81.65 140.0 140.0 37, 7656 47.00 139.7 14DA 37' 73.80 1354 4g• - 6248 109.0 140.0 48• 5828 3&7.8 107.7 140.0 48' 5740 104.7 fig• 50.36 87.20 140.0 6g• 48.80 2&00 8&20 140.0 or 45.60 83.75 6r _ 45.75 78.25 140.0 gg• 42JS - 78.36 140.0 6g• 4150 70.15 74' - 40.E 70.70 1383 74' 37.75 - 69.80 128.4 74' 3&90 8790 gg• - 37.75 86.40 128.0 am' 35.00 - 64.65 118.7 3420 82.80 �• - 87.O 140.0 140A 27' � 88.35 54.30 140.0 14&0 27• 138' 92.70 1404 - &1.70 119.8 1404 37' 39.60 1239 1404 37' 67.&4 124.2 r - 49.10 92.40 140.0 48• 4855 3050 98.45 140.0 48' 52.16 96.80 - 39JO 7390 140.0 60' 3&85 - 70M 14&0 �. 41.70 76.E - 38.70 67.20 1315 8g• 35M - 6&40 1275 or 37.90 69.65 - 31.86 8990 117.3 7$ 31.50 - 61.80 113.7 74' 3330 62.10 g0• - 29.45 55.40 108.4 80' 2&10 - 57.28 105.2 or 3125 57.45 27' 75' - 5t.78' 111.0 140.0 27' 10)!' 7270 46.10 1404 140.0 27• 144' WO 140.0 37' - 37.75 81.00 140.0 37' 63.00 3&65 110.4 140.0 37• 62.10 114.1 4g• - 29.10 8240 1221 48• 40.90 - 85.10 140.0 48' 4755 8790 B0• - - 4990 97.70 8D• 32.70 - 88.10 128.1 60' 38.30 70.51 �• - - 4&40 88.85 66• 29.75 - 8130 113.7 65' 3440 63.E 74 - - 4050 78.25 74' - - 5&20 101.4 T+' 31.00 8700 gg• _ _ 37.45 73.30 51.00 93.E 80• 2&70 82.30 s MULLION SPAN TI51D1 m sm (Yl) - wl t+ HORIZOWAL LIULUON -Van= MULLION QAM mo PROM= Wt 7NI8lItA1Nl' 71miN (11) - W1 + W2 2 VERMAI mu FtON NOT13S: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4pprored as complying wN6 tke Flortdp etdlagCr Data tty� ' h / i NOAB Atfaml act onl 5 -t FRANCISCO 4RNhNZ2GE; S FLORIDA PE # 81393 1745 W. 33r4 PIM IOotec. FW40 33012 Ph: (355)384-8952 F09305)628-5118 a z 0 arose by 1vm ode: 2-11-13 aeels NIS RnW- R6Netom own tM. M2011 SHEET 3OF'21 CONFlGUWBION.S LOCATED ON At SFBiIS 7 AND 8 t� 21 A2 SHEET 8 � zt AT SHLECS f0 AND, 11 OF 21 81 12 � zi @z s11EEr 13 � 21 93 StiEQ' 13 /970 14 � 21 CI Si�ET 18 fM' 21 C2 SHEET 18 OF 21 C3 s11m� 17 OF at D2 St0.Ei 18 !# 2f D3 SHEET t8 � at D4 SHEET 18 � 21 FOR ANCHOR CLIPS SEE OEM _ ANCHOR DESIGN LOADS (ANCHOR CAPACITY) ANCHOR DETAILS t AM2 FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE FOR A7L31oR cLros oN tam 2 of 21 TABLE # 2 (RECTANGULAR MULLIONS) SEE WAMS I AND 2 HORIZONDL $UOShIRB WIIIEDWS ON SHM 2 OF 21 f� PRODUCT ANtLfOR �tiN LOAD - PSf 5D7EN90N3 ANpttM TYPE A ANgitbt IYPE @ ANCIfOR TYPE C ANCHOR TYPE D FOR AKI OR CUPS �ORB(OCIUfIRtJr iRC � rAJOi�RA110i1S COt1FldIR4710N5 CONF1�AibFlS 6, 6. 7. 8, 8 AND 10 1745 W. 33rd 3012 NbfaaA. Florida 33012 8'101H (@} SPAN At AP A3 at C3 ON SHEET 2 OF 21 Plc (30384-9952 2r 1299 14ao t4ao faoo 140.o t4ao tao.0 140.o sa0.o taaa t4ao 140.0 SHW VERTICAL RECTANWIAR Fwc 305)628-5118 37• saeo 140.0 140.0 14ao 140A taco 140.0 t4ao faoa t4ao t400 140.0 YUwON FOR ANCHOR CUPS 48' 73.10 140.0 140.0 110.1 140.0 140.0 1132 140A 140.0 1132 110.0 140.0 SEE DETAILS CRAZW GLAZING PRODUCT PRODUCT W �, 58.48 118.8 140A 84.50 140.0 i40A 80.55 140.0 140.0 9089 139.8 140.0 3 AND 4 ON OF 21 53.1108.3 140A BS.90 140.0 140.0 82.35 140A 140A 820.5 1238 140.0 it 0.7.40 0.480 1408 7880 140.ot40.o73x514ao140.0 73.x51to.t140.9 BULLION SPM 4396 87.70 1318 70.88 140A 140A 87.90 1358 140.0 tn95 1019 130.8 27' 99.35 140A 140,0 140.0 140A 140A iS3�@ 140.0 SaOA 140A 140.0 140.0 TPoBUM WIDTH (9) - 191 2 W2 37' 72.80 140A 140.0 117.2 t40A 140A 112.3 140,0 f40A 112.3 140,0 t46A a �• 55.90 1118 140A 90.35 140.0 140.0 8885 140A 140.0. 0885 1288 140.0 91' 80' �.� �,� 134.1 72.73 140.0 14Q0 8920 138.5 140A 8928 103.9 138.5 FOR ANCHOR CLIPS 40.89 81.30 140.0 8299 1259 140.0 82.95 9x45 120.9 DESCRII'TIONOF NDDa4 8g• 121.9 85.70 131.4 3 ANEE 70.• 3sa5 7z.5o foal 118.89 tnz .0 140ANCHOR 60.10. 1120. t40.o 6ai5 8425 nae ANCHORS PER TYPE ON SHEET 2 OF 21 �• 3330 @795 loae 54.E Cosa taco 5195 1939 1aoo x195 n99 1039 ��••II 27• alas ai.7s 14ao i273 140.o tdao ta1fA f03A t4ao fano 14ao 14ao 1�a 90..75 140.o t49.o t4oA f400 135.3 ea7s 1aoo 110.0 140.0 14O.o TfPE FOR ANCHOR CUPS UUUION �I sr 40.15 90.30 140.0 78.45 140.0 10.0.0 70.10 140.0 140.0 70.10 114.2 140.0 SEE DEMILS 3 AND 4 ON PRODUCT [a.� 4g• �• ON SHEET a OF 21 80' 39.30 78.89 117.9 8385 127.1 140.0 8090 1218 140.0 8090 91.35 121.8 �• ss.75 7130 1072 s7a6 118.6 140.0 5x35 iia? 140.o 56.3,5 0.1.00 1to.7 Wi W2 74' 3181 83.75 9b.85 518D 103.0 13x1 48.35 8a75 1408 49.35 74A6 8a76 gp• 28.45 6a85 8a45 47.85 95,30 12a7 4595 91.37 137A 48.85 BB3 81.39 TRW= WOHH (W) - Wj + W2 27• x.45 140.0 110A 13DA 140.0 140.0 1249 140.0 140.0 124.8 140.0 140A NOTES: 2 37• 5&70 117.4 140A 9489 140A 140.0 90.80 140.0 140A 9090 140.0 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES yERTICAI tAUl11oN �• 45.28 9930 135.7 73.10 1a0A 140.0 Tato 140.0 140.0 70ao 140.0 10.0.0 OF SPAN AND/OR TRIBUTARY WIDTH TO �• 112.1 140.0 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 80• 38.20 7240 (tla8 11880 t17A 140.0 158.65 112.1 140A 58A5 85• 3290 8&� 90.70 53.10 1�a 140.0 8096 1019 140.0 5095 1019 140.0 2.- MULLIONS ON THIS CHART MAY BE 70.• zeas 50.70 se.� 0.7.40 Baas 120.1 45.45 90. 130.4 40.45 9090 13x4 ORIENTED VERTICALLY AND/OR HORIZONTALLY. �• z7.1s 64.E 81.45 43.0.5 87.E 110.0. 4aos e4.10 12&1 a2.� 84.10 tzar 3.- SEE MULLION CROSS SECTIONS ON 27' 87.65 135.1 140.0 109.2 149A 140A 1068 140A 140.0 1049 140.0 140.0 SHEET 2 OF 21. 37• 49.30 98.80 140A 78.70 14oA 140A 79.35 140.0 140A 7@.3S n43 1aA oras �_ NM �• 3ttA0 78.00 114.0 81.60 1228 140.0 68.aR 117.7 140.0 58.85 88.J0 117.7 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS Oatle 0.-11-13 NIS 14rs �• 7s• 30.40 saes et.� aero 9aao 1320. a.19 s42o 1409 aia9 lass 90.21 DETAILS ON SHEET 2 OF 21.scalE ,/ Itarkfgc 68• 27.E 8526 8298 4495 89.35 120.8 4280 85.80 12aa 4290 84.20 8a� Revkmm OR0.5YIN0 NC. 70.• 2495 49.30 7395 3888 70.70 107.8 30.18 78.39 110.8 30.15 67.26 78.35 9ppmVeJ as �ttlp1y108U'101ow, - '� gC• 22.80 45.80 90.10 3&&9 73.70 X39 35.30 70.85 1059 35.30 52.50 70. .Florida aldicgCecJ Daly , r r $%,'s ppAB a-26-e FRANCISCO HERMAN DEZ M2011 MlautDaftPmdud. calm I FLORIDA PE � 51393 SHEET s3.r ;sy1,:, 4 OF 21 CONFlGUWBION.S LOCATED ON At SFBiIS 7 AND 8 t� 21 A2 SHEET 8 � zt AT SHLECS f0 AND, 11 OF 21 81 12 � zi @z s11EEr 13 � 21 93 StiEQ' 13 /970 14 � 21 CI Si�ET 18 fM' 21 C2 SHEET 18 OF 21 C3 s11m� 17 OF at D2 St0.Ei 18 !# 2f D3 SHEET t8 � at D4 SHEET 18 � 21 86 CONFlGUWBION.S LOCATED ON At SFBiIS 7 AND 8 t� 21 A2 SHEET 8 � zt AT SHLECS f0 AND, 11 OF 21 81 12 � zi @z s11EEr 13 � 21 93 StiEQ' 13 /970 14 � 21 CI Si�ET 18 fM' 21 C2 SHEET 18 OF 21 C3 s11m� 17 OF at D2 St0.Ei 18 !# 2f D3 SHEET t8 � at D4 SHEET 18 � 21 DES<TPIION OF ATUd21liENT A 7RO1H81 i' BY 600D BUt9( 8710 tnNiREfE. uAsoxRY � tf� SUBSTRATE 8 0.00 ITE S1185R7A1E C NO L0iTi1. SUBSTRATE D INTO tRTAt. SI1ttSIRATE (L1UU�T W YULLIDT7) CONFKRIRATKNRS LOCATED ON Al SHEETS 7 AND 8 � 21 A2 SHEET 9 OF 2f A3 StffflS 19 AND 11 � 21 el 1a � a1 82 SHEET 13 �' 21 d7 SHEET 13 AND 14 � 21 cl s1�Er t5 of a1 C2 SHEET 18 � 2t CJ _ D2 SIOEJ' 18 OF 21 ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE # 3 AtHHON Dt8tfR1 LOAD - PSF ANAIIXi TYPE A AtNHaR itPE 8 ANCFKR TYPE C fAtkKKOVATaN4 C018'�AT�IS Caff�OtB A3 B2 1 A2 C2 C3 84.45 128.7 4385 1400 1309 1440 81.88 9248 99.80 1345 8S.4S 1440 47.50 71.20 70.80 103.8 73.W 110.4 38.00 87.00 81.40 8290 3B,BS 88.30 34.50b190 8595 76.40 5350 80.28 30.80 48.20 49.80 87.29 47.70 71.80 28.80 42.79 48.00 8220 44.15 86.20 80.45 1209 IJ0.0 1409 124.8 1400 88.70 88.00 9495 728.1 90.90 138.4 8795 73.10 8&70 70.10 1�.180•5059 7820 54.30 88.80 79.00 5890 84.17 3290 48.33 53.18 71.80 50.99 7a48 28.35 04.00 47.90 84.00 45.45 8820 27.75 10.70 43.&1 99.20 42.00 8300 78.80 116.2 124.1 1400 118.9 1409 56.00 s4.ao 9055 1711 ee90 {301 43.20 8490 89.85 94.26 88.90 100.3 34.65 81.80 HS9S 78.40 83.80 80.25 3{.90 47.10 5a>6 8895 48.85 73.E 28.00 4200 45.25 81.10 43.40 68.10 2590 3&8S 4195 8895 40.13 8020 73.45 110.1 11&7 140.0 11s.7 140.0 63.89 8410 8890 1189 83.00 1245 41.30 81.98 68.7b 90.10 84.00 9$AO 3305 48.85 83.40 72.10 81.20 7890 30.00 46.00 4455 8895 48.fiS B9.fO 28.80 40.20 43.30 88.46 41.60 62.26 FOR ANCHOR CUPS SEE ANCHOR DETAILS CROSS REFERENCE TABLE ON SHIN 2 OF 211 FOR ANp1INt CLIPS (RECTANGULAR MULLIONS) SEE OEM 1 AND 2 NaOZONIW' PRODUCT ire ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE OEFAILS 6, 6. 7. 8, 9. AND 10 ON SHEET 2 OF 21 �� SHM RECTANGULAR MULLION FOR ANCHOR CLIPS GIAZOa GLAZING SEE DEKS PRODIOT PRODUCT 3 AND 4 ON SHEET 2 OF 21 _ NU1110N SPAN 1 TRIBUTARY WIDTH (91) - W1 + W2 :A HORIZONTAL MULLION DESCRIPTION OF FOR ANCHOR CLIPS SEE WAILS ANCHORS PER TYPE ON SW 2 of 21 FOR ANCHOR CLIPS SEE DETMS 3 AND 4 ON SNEER 1 W2 NOTESs rdwi RY WIDTH (W) a w1 2 W2 1.- INTERPOLATE FOR INTERMEDIATE VALUES 11ERnCAL. MULLION OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MUt LION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. - 4pprovwnomopwagwlUtthe ` Ntorlda0aldfagCa110 .. 2-213 •i3 Date ! ' FRANCISCO HERNANDEZ NOLO FLMDA PE # 51393 AUam PrwtaeL caro t q."'•. ''^E si:•Si•:i �;i;i:;:r,: 7�;•szw~: _ ANCHOR SON LOAD - PSF TYPE �ANCFtWt TYPE C ORBIBiS iIWiS COI91619L11ONS Sumbine Windows monufOCbUitlg, im. 174$ W. 33rd Plane WINN, FloWo 33012 Phi (308)3114-9892 Fina(308)tiT$-811$ OOtO�7S - WUEIfSIOHS PoDTtI (Yt) SPAN YADiH {� SPAR - Af C2 CJ 27' 774' 1295 1409 140.0 14a0 140.0 {409 27' 720• 37' 88.E 1324 110.0 {40.0 138.4 1409 37' "7 a z a 48' 87.E 101.8 108.7 140.0 tOS.t 1409 48' 80• 84.70 81.45 87.76 118.4 84.10 120.1 �' 49.38749578.7b107.7 7&48 114.7 86' E 44.00 8405 7t.tb 188.05 88.20 102.3 T4' 74' 40.70 Bt.10 BS.� 88.88 83.08 84.80 74' Z7' 112.8 140.0•. 1409 1-10,0 1400 14a0 728„45.29 8219 ;123.3^ 1329 140:0; 127.3 140.0 j4Ir `48'-'i�•� 83.35 98.00 1024 178.2 8&10 1440 78.00 8[.90 110.878.59 417.7 88' 4800 69.70 74.46 1005 71.35 1070 88' M' 41.00 8198 8890 88.65 89.3b 95.48 74' 74' 38.00 67.OD 61.44 82.80 58.85 8839 74' a7' � 1059 1409 14Q0 1400 1909 140.0 27' 7JY 3r nos its5 tzar laao 11x3 t9oo n• 18' 98.40 89.10 98.OD 129.8 9200 138.0 48' 80' 47.80 7{.ffi 78.E 703.8 73.80 110.4 80' 88' 4320 84.80 6990 94.2b 88.90 tOD3 68' 74' 38.80 67.78 822$ 8405 59.85 89.80 74' 74' 35.80 53.15 57.60 n.16 85.20 82881 74' 27' t0Y 98.35 14a0 1409 140.0 140.0 1400 27• 138` 3Y 72.80 108.7 117.2 1409 1112.3 1409 37' 0.g• 85.90 8395 80.35 127.9 88.85 178.8 18' g0' Ib70 8705 7228 9755 891b 1038 80' 40.88 6088 B&70 88.70 8295 94.45 88' 74' 3828 8435 8890 79.10 8418 84.25 74' 74• 33.80 so3o $ D.I. bA' NM Deal 2 WS 13 Wel RsNetan: Rerldaa: DWIWINOI�. M2011 SHEET CONFKRIRATKNRS LOCATED ON Al SHEETS 7 AND 8 � 21 A2 SHEET 9 OF 2f A3 StffflS 19 AND 11 � 21 el 1a � a1 82 SHEET 13 �' 21 d7 SHEET 13 AND 14 � 21 cl s1�Er t5 of a1 C2 SHEET 18 � 2t CJ SFffET 17 OF 21 D2 SIOEJ' 18 OF 21 03 SKEET 18 � 21 04 SHEET 18 � 21 4.20 73.18 6188 n80 74' 24.78 37.16 1090 64.00 38.90 87.60 27' 1l9' 93.85 140.0 140.0 140.0 1433 1409 2Y 144' 70.40 105.8 113.7 153.8 1090 1400 JY a&4s fo27 ffaT tao.o {o9A f4oA 37• s13s n.� 83.E ago 79.55 118.3 48' 6280 78.E 8530 1162 81.78 122.8 48' 39.60 89.40 84.00 88.40 81.30 92.00 60' 42� 8335 88.25 9215 BS.42 >D.10 �' 31.&9 4799 81.20 88.10 4a� 73,80 88' 38.40 57.80 82.05 83.76 Fi9.45 8910 88' 2890 43.20 18.65 8280 44.80 8680 74' 7410 8135 85.35 74.70 8398 7859 74' 2988 3890 41.60 56.00 38.78 59.85 74' 31.88 47.80 8110 88.10 49.0.9 7'3.80 74' 43.78 38.80 7&40 51.80 389 !1510 CONFKRIRATKNRS LOCATED ON Al SHEETS 7 AND 8 � 21 A2 SHEET 9 OF 2f A3 StffflS 19 AND 11 � 21 el 1a � a1 82 SHEET 13 �' 21 d7 SHEET 13 AND 14 � 21 cl s1�Er t5 of a1 C2 SHEET 18 � 2t CJ SFffET 17 OF 21 D2 SIOEJ' 18 OF 21 03 SKEET 18 � 21 04 SHEET 18 � 21 A�Ct(EOR OESC(PTION �' ATTACHMENT A 1ROIIL41 1' OY 1� &ICK FO'0 Cl9tgtETE, uA9avm OR W000 9RBSTRAtE 8 8O0 CONCRETE SUBSTRATE c n1m ID:w. 811851RA1E D DGO UETAl. StBSIRAIE (IOWON W MULLION). �I r. �J'L► MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE#4 141PLEION MON LOAD - PSF TOP va LOCATED ON ANCHOR DESIGN LOAD - PSF SR2 DROPS MULLION fdUl1WR SHEET 19 OF 21 ANCHOR TYPE B 6,44 SHEET 20 OF 21 ANCHOR TYPE C 1212 9GDTH (YQ SPAN 3 1/YPi X 0.082" 4.57 X 0.125' an CONHOURATiOtIS BR3 &td 0112 COPDIGLHBATIONS CRI CR4 2r 39• 140.0 140.0 14OR 140.0 140.0 140.0 140.0 140.0 3r tt6.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48' 90.10 140.0 118.1 140.0 113.2 113.2 140.0 140.0 60• 7210 140.0 0490 127.8 6059 9058 1388 1404 86' 8555 129.0 65.80 1180 8139 52.35 123.5 140.0 74' 98.45 118.0 79.50 103.4 73.45 73.45 110.1 HILO 80' 54.00 1011.4 70.85 95.70 87.90 87AB 101.9 135.8 27' 51• 93.70 140.0 140.0 140A 140.0 140.0 140.0 MILD 37' 68.35 134.5 117.2 140.0 112.3 112.3 140.0 140A 48• 5270 MIT 6035 121.9 8855 6655 125.8 1400 60" 42.15 82.90 72.23 9755 6929 69.25 103.9 138.5 68' 38.30 75.40 65.70 88.70 62.95 5298 94.45 1253 74• - 07.25 98.60 70.10 56.15 55.15 8425 1123 Sp• - 82.25 5420 73.15 5195 5195 7190 1019 2r !2' 72.40 14U 140.0 140.0 1350. 140.0 140.0 140.0 37' am 104.0 103.0 139.1 118.75 140.0 140A 140.0 48• 40.75 80.15 79.45 1072 78.10 140.0 114.2 140.0 80• 32.60 84.15 63.55 88.60 (ARD 121.8 91.35 121.8 55• - 55.60 57.75 75.00 55.35 110.7 83.00 110.7 74' - 52.00 51.60 69.55 49.38 88.78 74A5 OL75 60• - 48.10 47.65 84.35 4555 81.35 6550 91.35 27' 61.25 125.8 130.0 140.0 124.8 140.0 140.0 140.0 37• 44.70 85.18 0495 128.1 00.90 140.0 136,4 140.0 48' 34.45 87.60 73.10 98.70 ALTO 140.0 105.1 140.0 60' - 54.35 98.50 78.95 58.05 112,1 54.10 112.1 60• - 49.40 93.15 7190 60.95 101.0 76,45 1019 74' - 44A0 47.40 64AD 45.45 9090 MA 90.00 55• - 40.75 4388 5955 42.00 04.10 53.05 84.10 7b' 38.31 81.85 1092 140.0 104.8 140.0 140.0 140.0 - 55,55 79.70 1075 76.35 140A 1145 140.0 - 4590 51.40 5290 58.85 117.7 88.30 117.7 m8wo, -35.70 49.15 86,35 47.10 9420 70.65- 33.40 4495 6030 4290 MAO 64.20 88.60 - - MZ 53.80 38.15 7839 5728 7635 - - 38,65 49.75 3530 1 76,85 52.50 70.65 ANCHOR DETAILS CROSS REFERENCE TABLE (ROUND MULLIONS) C FIWRATIONS TOP va LOCATED ON SECtION LOCATED ON SR2 BEET 19 OF 21 SHEET 21 OF 21 BR3 SHEET 19 OF 21 SHM 21 OF 21 6,44 SHEET 20 OF 21 SffQ 21 OF 21 1212 SHEET 10 OF 2t SHO 21 OF 21 CRSSHEET 19 OF 21 SW 21 OF 21 CR4 SHEET 20 OF 21 1 OW 21 OF 21 FOR ANCHOR CLIPS SEE OETAIL 11 ON SHEET 2 OF 21 VER11CAl. MONCLAM =NO 81 FOR ANCHOR CLIPS PRNUCT PRRMCCT SEE DEINL 11 ON SHEET 2 OF 21 TRIBUTARY VOTH (1Y) - w1 2002 VERTICAL MULLION DESCRIPTION OF ANCHORS PER TYPE (ROUND MULLIONS) ANCHOR TYPE OESCPM OF ATTACH®IENT 5 900 OWICREFE SUBSF= 0 DRO um SUBSIRATE NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21. 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS. SECTIONS AND LOCATIONS ON SHEET 2 OF 21. ,Lppwwd ss oawpy4ag with the Ftartd oidia CO Date NO ' 0110.nd Product a 1 2-25 -(e FRANCISCO HERNANDEZ FLORIDA PE f 51393 Manufacturing, Inc. or a z Waxy q NM Ddet 2-11-13 scale: NTS Rev:rwn.- ReWetam DRAM NO. M2011 SHEET 6OF21 ANCHOR CONFIGURATION TYPE Al FOR 1" X 2' OR 1* X 3" MULLIONS NUMBER OF ANCHORS PER END R 2 WITH Vi MULUON CLIP SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE MASONRY hJL B CIL —ALUM. VI MULLION CUP 2* OR 3" ALUMINUM V1 MULLION CUP 5/8' INT LENGTH FOR SunshineVindows 1. X 2- X 1/8' MULLION. Monufaftq, k ALUM. Vl2 ,q7 5/8" INT LENGTH FOR t745 W. 33rd Made WaW4 Ftwtdo =2 MULLION CUP I' BY WOOD BUCKS BY OTHERS I' X 3" X 1/8" MULLION. — ft (W5)3"M2 SHALL BE PROPERLY ANCHORED j taw(30s)828-etas TO TRANSFER LOADS TO THE STRUCTURE AND r------ A fj�')j SHALL BE APPROVED BY BUILDING OFFICIAL - - - - - - ALUM. TUBE MULLION— PRIOR TO MULLION INSTALIATION it I" BY WOOD BUCKS BY OTHERS 11 II 11 11 SHALL BE PROPERLY ANCHORED ALUM. TUBE MULLION if TO TRANSFER LOADS TO THE STRUCTURE AND I' x I' x 1/8. 111" MAX. SHALL BE APPROVED BY BUILDING OFFICIAL 11' x 3' x I/81 PRIOR TO MULLION INSTALLATION F TOP VIEW 1/4 ITW BUILDEX TAPCON U —1/4 iTW BUM TAPCON THROUGH 1" BY WOOD SUCK 1 3/4' MIN. EMBEDMENT INTO IE.O. THROUGH 1, By wow BUCK 1 3/4' MIN. EMBEDMENT INTO CONCRETE/MASONRY 2 1/2' MIN. CCNCRErE/MASONRY MIN. (1) PER LEG (1) PER LEG NOTE. ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS I- X 2' X 1/8' AND 1- X 3- X IN. SIDE VIEW A SIDE VIEW 8 FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2' OR 3" 2' X f X 1/8' ALUM. ANGLE LEN 15 W. GTH FOR FOR 1" X 2" OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER END 2 5/8' 5/8! I. X/s� x 1/8. MULLION. WITH 2- X 2' X 1/8' ANGLES SUBSTRATE. 1' BY WOOD BUCK OVER CONCRETE MASONRY 2 51e INT LENGTH FOR I' x 5, x 1/8" MULLION. B 2' X 2* X 1/8' #14 S.M.S. AUX ANGLE0 -u (2) Ek ANGLE BY WOOD BUCKS BY OTHERS J14 s,.,-, 0 1" BY WOOD BUCKS 13Y OTHERS 2" X 2" X 1/8° :41s. SHALL BE PROPERLY ANCHORED TRANSFER LOADS TO THE STRUCTURE (2) Ek ANG II I SHALL BE PROPERLY ANCHOREDALUM. ANGLE TO ALUM. TUBE MULLION — AND SHALL BE APPROVED BY BUILDING 1/2' MAXj -J TO TRANSFER LOADS 10 THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL t14 &M.S. OFFICIAL PRIOR TO MULLION INSTALLATION X MOLE PRIOR TO MULLION INSTALLATION (2) ALUM. TUBE MULLION ' II II E.D. 1 tTW BURM TAPGON THROUGH ' BY WOOD BUCK 1 3/4 ASN. EMBEDMENT INTO 1/8 1" x 3' x /a, 2 Ilf MIN. CONCRETE/MASONRY od., ys NM Q - U 1/4' ITW BUIU= TAPCON (1) PER MOLE catm 02-11-13 THROUGH I* BY WOOD BUCK 1 3/4' MIN. EMBEDMENT INTO SIDE VIEW B soft 418" - I' Row-- TOP VIEW MIN. (1) PER ANGLE 41)PMVtd RS C81nPlAL11 W'th *0 Flu,, d. ulldll,�BCV7, 'o -�76 r �, M2011 SIDE VIEW A FRANCISCO HERNANDEZ NOAa FLORIDA PE # 51393 SHEET NOTE. ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR uF) MULLIONS I, x r x 1/8, Mo I* x 3* x 1/8'. as 7 OF 21 FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER END = 2 . . . . . WITH V1 MULLION CUP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE . . . . . . . . . . ........ ... . . B CL ---ALUM. V1 MULLION CUP 2' OR 3" ALUMINUM Vt MULLION CLIP 1 5 INT. LENGTH FOR . . . . . . . . . . . . . . . . . . . . . . . . . 1. 1- X"2�' X 118° MULLION. �OtW(aCfUtN�, SIC. ALUM. V L —&-- 2 5/8' INT. LENGTH FOR 1745 W. 33rd RON flWoob. FW* 33012 W 11' X 3' X 1/8" MULLION. M 5 MULLION1 CLIP 2- BY WOOD BUCK OR WOODEN STRUCTURE (30W4—M2 OTHERS. A SBYHALLHE PROPERLY ANCHORED TO WITHSTAND LOAM IMPOSED BY GLAMG!f—'"-----11 - — — — — 2' BY WOOD BUCK OR WOMEN STRUCTURE IL ALUM. TUBE MULLION — — — — — -- if PRODUCTS TO THE STRUCTURE AND 11 11 SHALL BE APPROVED BY BUILDING OFFICIAL BY OTHERS. SHALL BE PROPERLY ANCHORED ALUM. TUBE MULLION i f 11 PRIOR TO MULLION INSTALLATION TO W&WAN D LOAM IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND I' x 2' x 1/8' SHALL BE APPROVED BY BUILDING OFFICIAL x J* x 1/8*r II PRIOR TO N INSTALLATION II If 11--f-1/4' ITW BUILDEX TAPCON 1/4' BW BUILDEX TAPCON TOP VIEW U 1 3/8* MIN. EMBEDMENT INTO WOOD U E.ED 1 3/8" MIN. EMBEDMENT INTO WOW (1) PER LEG (1) PER LEG z 3. MIN. 1* MIN. NOTE- ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS I- X 2- X 1/0- AND 1" X 3' X 1/8. SIDE MEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2* OR 3' 2' X 4* X 1/8' ALUM. ANGLE I 5/8 W. LENGTH FOR FOR I" X 2* OR 1' X 3' MULLIONS NUMBER OF ANCHORS PER END 2 5/8, 5/8' F 1. X 2.X 118b MULLION. WITH 2- X 2- 1/8' ANGLES SUBSTRATE: 2' BY WOOD BUCK OR WOODEN STRUCTURE 2 5/8. MT. LENGTH FOR 1. x 3- x 1/8° MULLION. #14 S.M.S.B Ek ANGLE 2- X 2- X 1/8' CL -1 ALUM. ANGLE 1, 2' BY WOOD MCI( OR WOODEN STRUCTURE (2) #14 S.M If U *t BY OTHERS. PROPERLY ANCHORED SHALL BE 2' X 2* X 1/8"— -dCh- 2' BY WOOD BUCK OR WOODEN (2) Ek W KF WITHSTAND LOADS IMPOSED BY GLAZING ALUM. ANGLE STRUCTURE BY OTHERS. 1 1 2" MAX. PRODUCTS TO 79 STRUCTURE AND SHALL BE PROPERLY ANCHORED SHALL BE APPROVED BY BUILDING OFFICIAL ALUM. TUBE MULLION— TO WITHSTAND LOADS IMPOSED BY r 11 PRIOR TO MULLION INSTALLATION. A GLAZING PRODUCTS TO THE STRUCTURE AND -MG -LIE.— BE APPROVED BY BUILDING 1/4' IW BUILDEX TAPCON ISHALL (2) MA lf OFFIM PRIOR TO MULLION U- 1 3/8, MIN. EMBEDMENT INTO WOOD ALUM. TUBE MULLION it It INSTALLATION (1) PER ANGLE V x 2* x lle ED. I' x J* x 1/8*li 1" Mw. NM II IL-- 1/4' ITN BUILDEX TAPCON octet 02-11-13 U U 1 3/8- MIN. EMBEDMENT INTO WOOD SIDE MEW 8 $We: 314r - 1* (1) PER ANGLE TOP MEW We -- Wawa - 3' MR Flor"hang ca OR"M NO. NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR SIDE VIEW A NOA64 Miami Dade =a Z FRANCISCO HERNANDEZ . at FLORIDA PE ff 51.39.3 M2011 SHEET MULLIONS 11- X 2- X 1/8" AND I- X 3- X 118". OF 21 FOR ANCHOR DESIGN I= SEE TABLE # 2 ON SHEET 4 OF 21. 18 ANCHOR CONFIGURATION TYPE A2 FOR I" X 4" OR 2" X 4' MULLIONS NUMBER OF ANCHORS PER END - 4 B WITH 2' X 5' X 1/8" ALUM. ANGLES SUBSTRATE. I" BY WOOD BUCK OVER CONCRETE MASONRYe X 6' X 1/8" ALUM. MOLE 2- X 5' X 1/8' 4" 3 5/8' INT. LENGTH FOR . ......... ALUM. ANGLE 5/8 5 4- X I- X 1/8' MULLION I ALUM. TUBE MULLION— I' OR 2' 2* X 5" X 1/8 3 3/8' INT. LENGTH FOR 4' X I- X 1/r MULLION SU Windows m I* 'r x 1/8' ALUM. ANGLE TUBE MULLION m-4" #14 S.M.S. 3 5/8' INT. LENGTH FOR mmdcdur�g' k I* . 4r x /4: 2" x 4r x 1/8 Mxx 1/8' #14 SALS. (2) Ek ANGLE ------ (D 4' X f X Ile MULLION t74$ W. 3W Plow Hiblock Floft =2 A I' x 4" x 1/4' 2b x 4 x 1/8' (2) Ek ANGLE 11 > 1/2' I" BY WOOD BUCKS BY TOHERS MUST BE PROPERLY ANCHORED �TO Pt" (30)3%—SM F0930)828-5 18 TRANSFER LOADS TO THE STRUCTURE till F ISHALL BE APPROVED BY BUILDING OFFICIAL �:PRIOR TO MULLION INSTALLATION L-1/4!' n BUILDEX TAPCON T -I" BY WOOD SUCKS BY OTHERS. THROUGH 11' BY WOOD BUCK SHALL BE PROPERLY ANCHORED 2 1/2' MIN. ' I/4' n SUILDEX TAPCON TO TRANSFEI? LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO THROUGH 11' BY WOOD BUCK SHALL BE APPIMED BY BUILOING OFFICIAL CONCRErE/MAS= OPER 1 31e IN. EMBEDMENTANTO PRIOR 70 MULLION INSIALLATION ANGLE CONCRETE/MASONRY 1/2- 1/2' (2) PER ANGLE SIDE VIEW A SIDE VIEW 9 z TOP VIEW 0 NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VAUD FOR MULLIONS I' X 4" X 1/8", V X 4' X 1/4' AND 2" X 4" X 1/8. FOR MOM DESIGN LOADS SEE TABLES 2 AND # 3 ON SREETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A2 1w FOR I" X 4" OR 2' X 4" MULLIONS NUMBER OF ANCHORS PER END 4 4' -2- X 5- X 1/8' ALUM. ANGLE B WITH 2* X 5" X 1/8' ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 518" 5/8 3 5/8' INT. LENGTH FOR 2- X 6' X 1/8"- 4" X I' X 1/8" MULLION - — - — - ALUM. ANGLE #14 S.M.S.4" 3 3/9' INT. LENGTH FOR X I- X Ile MULLION ALUM. TUBE, U ON I. OR 2" (2) FJL AN Gil 3 5/8' W. LENGTH FOR ------ a 11' x 4' x +-+ 2" X 5" X Ile- 4' X 2" X 1/8' MULLION I* x 4" x 4' ALUM. ANGLE BE ALUM, MULLION 1/2' MAX, 2" 4" 1 /8 1" x 8 41U. I 2' BY WOOD BUCK OR WOODEN STRUCTURE A 5r_ I' x 4" x 1/4' #14 S.M.S. 2" x 4" x 1/8* 1 (2) Ek ANGLE BY OTHERS. MUST BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS 70 THE STRUCTURE I MIN. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 14JI/4- 1/4' ITW BUfU)E)( TAPCON ITW BUIU)EX TAPCON 1 3/8' MIN. MOMENT INTO WOOD CK OR WOODEN STRUCTURE 1 3/8' MIN. EMBEDMENT SIDE MEW 8 (2) PER ANGLE lla byL NM BY OTHERS. INTO WOOD Dales 02-11-13 SHALL HE PROPERLY ANCHORED (2) PER ANGLE swes 1/v - 1* 11' /2' /2 TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL 13E APPR0VED BY BUILDING OFFICIAL Raelatom TOP MEW PRIOR TO MULLION INSTALLATION kpproved as coellpf)ft wIth the SIDE MEW A Modda �11, FRANCISCO HERNANDEZ M20i 1 NOTE. ANCHOR CON"HOAn . n TYPE A2 'q SHT I" X 4 X I te. I* X 4 X 1 V 'ASN\ X 4- X 1/8'. D"2 FOR FLORIDA PE # 51393 MULLIONS LOADS SEE TABLES # 2 AND 13 ON SHEETS 4 AND 5 OF 21. SHEET FOR ANCHOR DESIGN 9 OF 21 ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4' MULLIONS NUMBER OF ANCHORS PER END 6 2- X 5" X 1/8' ALUM. ANGLE . . . .•. . . . . . . B WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 1" BY WOOD SUCK OVER CONCRETE MASONRY 3 5/8' INT. LENGTH FOR 2* X 5' X 1/8*— 4' X I- X 1/0' MULLION ALUM. ANGLE 1 --CLF 1* OR 2- 5 3 3/r INT. LENGTH FOR S/8 r X 11' X 1/4' MULLION ALUM. TUBE MULLION 2* X 5' X 1/8' " �L' ALUM. N 3 511r INT. LENGTH FOR J4 S.M.S.Su"pe -L! Windows I' x 4" '/8: -x ALUM TUBE MULLION t L 4" X 2" X 1/8' MULUON (3) EA. ;1. L-- 10) bmocwr4, in 4 . 1/4 2" x 4" x 1/6' 1' 74" x x 4' x 1/4' #14 . M S. :fi S.M.S. 'o, - - -- f— — I- BY WOOD BUCKS BY TONERS. 1745 W. 33rd Kow fVolmk RWWG 33012 1 11 4' x 1/8' El �NG E] 2 x (3) 4. 'L MAX SHALL BE PROPERLY ANCHORED r 1n" (3W)394-aeaz �308)s28-s11a APPROVED BY BUILDING U. PRIOR TO MULLION INSTALLAMN V4 11 Q E.D. -I' BY WOOD BUCKS BY ORM. /4' RW BUILDEX TAPCON THROUGH I" BY SHALL BE PROPERLY ANCHORED WOOD BUCK 2 1/2' MIN. 1/r ITW BUIUDEX TAPCON THROUGH I" BY WOOD SUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO 1 3/4' MIN. EMBEDMENT. INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY OONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE (3) PER ANGLE 1/2' 1/2' SIDE VIEW A SIDE VIEW B TOP MEW z NOTE ffM C�FIGURATION TYPEM A� SHT LLIONS . 1 4. 1/9". 1 4 IS YAL _9 FOR AND 2 X 4" X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 --f X 5- X 1/8- ALUM. ANGLE FOR 1' X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 8 3 5/8' INT. LENGTH FOR WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE. 2" BY WOOD BUCK OR WOODEN STRUCTURE e X 1* X 111W MULLION 2' X 5- X I/$' --+-- ALUM. ANGLE �-CLJ 1' OR 2 2' X 5' X 1/8" l4r" 3 3/8' INT. LENGTH FOR 1 1/8 51ar" 5/8 r X I' X 1/4" MULLION T I ALUM. Li ANGLE 014 S.M S. 3 511r tNT. LENGTH FOR ALUM. TUBE MULUON-- C 4" I/V UK TUBE MULLION (3) EA. ZE =- L 41 e X 2' X 1/8' MULLION I J7 11" 4* x /4' t x 4* x 1/8* 1":4"x I 1" 4" x /4' #14 &M S. 0, ANGLE 2* BY WOOD BUCK OR WOODEN STRUCTURE C.4 N 1 2* x 4' x /8* MAX. -BY OTHERS. -i- PROPERLY A U U u M SHALL BE ANCHORED it TO WITHSTAND LOADS IMPOSED BY GLAZING PD r -v MODUCTS TO THE STRUCTURE AND 4-4 SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4!' RW BULDEX TAPOON L - 11 MR 1/4' Ill BUO DEX TAPOON 17 2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8* MR EMBEDMENT 1 3/8' MR EMBEDMENT INTO WOW 1 --cm BY OTHERS. INTO WOOD SHALL BE PROPERLY ANCHORED (3) PER ANGLE TO WITHSTAND LOADS IMPOSED BY GLAZING SIDE MEW B(3) PER ANGLE masa t, —NM PRODUCTS TO THE STRUCTURE AND D*W 02-11-13 SHALL BE APPROVED BY BUILDING OFFICIAL 1/2' 1/2- PRIOR TO MULLION INSTALLATION Rovidom— TOP VIEW SIDE MEW A approved as WMPI)iajlwub the r1oll, I VA ly-U�111111-- RaMom— owmo NO. '�" � mug ll—� M2011 NOTE,. OR CO NS I�FIGURAJION TYPE A3 AS SHOWN IS VALID FOR X4'X 1/8', I-X4'X 1/4- AND f X 4- X 1/8. NOAO-',`; FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TAKES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. 10 OF 21 ANCHOR CONFIGURATION TYPE A3 2' X 5- X 1/8' ALUM. ANGLE B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 5 5/8' INT, LENGTH FOR WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE MASONRY 2- X 6' X 1/8' MULLION r x 5' X 1/8'— 6. 5 31e INT. LENGTH FOR ALUM. ANGLE 2- X r X 1/41 MULLION 2- 5/8" 5/8, sunall vrmdows lap I" BY WOOD BUCKS BY TONERS. ALUMINUM TUBE MULLION ALUM, #14 S.A.S. ALUM TUBE MULUON---�D SHALL BE PROPERLY SEAM AND ANCHORED manufacmag, Im 2: X 6: X 11/8' 2 X 6 X /4 (3) Ek ANGLE 2- X-6* X 1/8" —#14 S.M.S. 2 X 6- X 1/4' TO TRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OMCIAL 1745 W. 3&d Place HWoub. FWA 3M12 fts (30)36"082 U 9 (3) FA ANGLE 1/2" PRIOR TO MULLION INSTPLL43ON FOX430)432"116 A 'c', -r Y Iii e`4 ' - ° 11 * , 114 11 4 U. LI/4' 1/4' ITW BUM TAPCON THROUGH 11" BY WOOD BUCK E.D. 1 ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO V BY WOOD BUCKS BY OTHERS. 2 1/2* MIN.' SHALL BE PROPERLY ANCHORED THROUGH 1' BY WOOD BUCK CONCRETE/MASONRY (3) PER ANGLE CLI TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE 1 1/2' 1 1/2' SIDE MEW A SIDE MEW 8 TOP MEW NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MULLIONS V X 6' X 1/6' AND 2- X 6- X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. IV ANCHOR CONFIGURATION TYPE A3 B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2 X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2' X 5" X I/W ALUM. ANGLE 2' X 5* X 1/8"— 5 5/8' INT. LENGTH FOR ALUM. ANGLE w2' 2- X 6' X 118° MULLION 6. 5 3/8' INT. LENGTH FOR ALUM. TUBE MULLION ALUM. ANGLE #14 S.M.S. 5/8" 5/8 2- X 6- X 1/4' MULLION ALUMINUM TUBE MULLION - 2- x r x 11ir—#14 S.M.S. (3) EA. ANGLE 2* BY WOOD BUCK OR WOODEN STRUCTURE 2' X 6' X 118"21 2' X 8' X Ile I x 61 x 1/4' (3) EA. ANGLE 11 r -Z - ----- BY OTHERS. SHALL BE PROPERLY ANCHORED - if 11-e i TO WITHSTAND LOADS IMPOSED BY GLAZING A PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BWLDING OFFICIAL 1/t wx 4:t PRIOR 70 MULLION INSTALLATION ITW BUILDEX TAPCON 1 3/8' MIN. EMBEDMENT 1/4' TAPCON 1 3/8' MIN. EMBEDMENT INTO WOOD 2* BY WOOD BUCK OR WOODEN STRUCTURE INTO WOOD ED. I (3) PER ANGLE BY OTHERS. (3) PER ANGLE I' MIN.' SHALL BE PROPERLY ANCHORED Crom bn CLI TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SIDE MEW 8 SHALL BE APPROVED BY BUILDING OFFICIAL —NM liato 02-11-13 1/4" - I' PRIOR TO MULLION INSTALLATION SIDE MEW A Revbl*nl mtmw NO. M2011 4pprond "ptybgwilb tile 1 1/2' 1 1/2' Florida 9uldlosq 5, 'late J-f.Lem- �Lf TOP MEW , Z12 NOTE. ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR .001T� MULLIONS 2' X 6' X 118" AND V X 6" X 1/4'. Allaksmal a ad, 1. FRANCISCO HERNANDEZ FLORIDA PE # 51393 FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. FSHEET 11 OF 21 ANCHOR CONFIGURATION TYPE BI FOR I" X 2" OR I" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH VI MULLION CUP SUBSTRATE. CONCRETE B MIN., CL UsNne Mows ALUMINUM VI MULLION CUP wdomng, k ALUM. VI MULLION CLIP 1 5/8' INT. LENGTH FOR I- X 2- X 1/8' MULLION Im W. 3&d F%" Ko*ft FWdo 33M2 f ALUM. TUBE MULUON— ALUM. VI MULLION CLIP jr — — — — — — 2 5/8' INT. LENGTH FOR it — — — — — — 1" X 3* X 1/8' MULLION Phi (305)384—=2 F*W(30)828-5118 A II II I1 h it it 1/2' MAX d II ALUM. TUBE MULLION t7— V x 2' x 1/8' 411U..— F 1* x 3' x 1/8' ITW BUILDEX TAPCON b, - 1/4' rrW BUILDER TAPCON VARIES 1 3/r MIN. EMBEDMENT INTO CONCRETE 1 3/4' MIN. EMBEDMENT WIO ED. CONCRETEMIN. (1) PER LEG (1) PER LEG zEW TOP MEW SIDE MEW A SIDE M8 0 NOTE: ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VAUD FOR MULLIONS I' X 2" X 1/8' AND I' X Y X 1/8". FOR MUM DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Bl 2" OR 3° FOR 1* X 2" OR I" X 3' MULLIONS NUMBER OF ANCHORS PER END = 2 5/8" 5/-1 tv WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE 2- X 4' X 1/8' ALUM. ANGLE TT IV 1. 1 5/8' INT. LENGTH FOR B1- uu X 2' X 1/8- MULLION #14 S.M.S. CH 0 2 5/8- INT. LENGTH FOR F 'I (2) Ek ANGLE ALUMTUBE MULLION . V X 3" X t/8" MULLION #14 S.M.S. — 2* X 2" X 1/0'— 2- X 2- X t/8' (2) Ek ANGLE ALUM. ANGLE 14 S.M.S.— MAX (2) IFkANGLE ALUM ANGLE 1/2 A II IIs N N I[W BUILDER TAPCON ALUM. TUBE MULLION 1 3/4- MIN. EMBEDMENT I114* I" x 2" x 1/8' %.0 1/4 - HW BUILDEX TAP= E.D. OONCRm 2 1/2. MIN. (1) PER ANGLE I" x 3' x 1/8* r 1 3/4' UK EMBEDMENT INTO V.. byL_NM CONCRETE (1) PER ANGLE SIDE MEW B Dow 0 W YARES MIN. — . P SIDE MEW A p TOP MEW 4VPmved as compWq with ft "or, c Dale r' FRANCISCO EZ oRomm NO. M2011 NOTE: ANCHOR CONFIGURATION TWE Of AS SHOWN ON THIS SHEET IS VAUD FOR FLORIDA 513N MUUUONS I X 2- X 1/8' AND I- X 3- X 1/87. FOR ANCHOR DESIGN LOADS SEE TAKE 0 2 ON SHEET 4 OF 21. =HE] 1 2 OF 21 ANCHOR CONFIGURATION TYPE B2 ........... FOR I" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 4 .......... WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE. CONCRETE B 2' X 5* X 1/81— ALUM. ANGLE 4" r X 5- X I/$' ALUM. ANGLE SmhhIe Windows 5/8° 3 5/8' INT. LENGTH FOR kdo*riq, im ALUM. TUBE MULLION— I' x 4' x OR 2' 21 x 5" x I 4- X I- X 1/8' MULLION 3 3/8- [NY. LENGTH FOR 1745 W. 33rd PUM Wbw% FtwWo 33012 1" x 4' x ALUM. ANGLE 014 SKS, AUJM. TUBE MUILUON (2) EA. ANGLE V X I- X 1/4' MULLION Pht (305)3"-9M Fmc(308)82a-51 t8 2" x 4' x 8. iv I' x e x 1/8 J14 SX.S. F 3 518` INT. LENGTH FOR A 2; x I 1* x 4" /4' (2) Ek ANGLE V X r X 1/8' MULLION 2" x 4' x 1/8' / - I 4 [TW BUILDEX TAPCON 1 ' WIL EMBEDMENT INTO 1/4' ITIN BUILDEX TAPCON CONCRETE PER ANGLE 2 11r M (2) 1 3/4' MIN, EMBEDMENT INTO CONCRErE SIDE VIEW A (2) PER ANGLE SIDE VIEW B z 0 TOP MEW NOTE MOM CONFIGURATION TYPE B2 AS SHOWN IS VALID FOR MULLIONS 1" X 4' X 1/8, 1' X 4" X 1/4' x 'v x 1/8.. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 0 3 ON SHEETS 5 AND 6 OF 22. 14.1 ANCHOR CONFIGURATION TYPE B3 B FOR 1. X 4" OR 2" X e MULLIONS NUMBER OF ANCHORS PER END - 6 2' X 5- X 1/8' ALUM. ANGLE WITH2" x 5" x 1/8' ALUM. ANGLES SUBSTRATE: CONCRETE . 5 5/8 4- X I- X 111f MULLION 2' X 5* X 1/8"— ALUM. ANGLE 3 5/8' INIT. LENGTH FOR 3 3/8' INT. LENGTH FOR #14 S.M.S. ALUM TUBE MUUJON— I" OR 2* 2' X 5" X 1/8 (3) FA ANGLE e x I' x Ile 3 51W INT. LENGMULLIONTH FOR I x 4' x 1/8' I, x V x 1/4* ALUM. ANGLE ALUM. TUBE MULLION MAX. 4" X 2' X 1/8' MULLION x 2' x 4' 1/8' A I, x 41 x IN r #14 S.M.S. I' x 4' x 1/4' 2 x 4' x 1/8" (3) FA ANGLE j 1 DW BULDEX TAPCON IIN -11 -114 & 11 II II II a II 1 3/4n MIN. MOMENT INTO CONCRETE PER ANGLE n 8 2 I/e RL Y & Q SIDE VIEW B (3) 71) 1/4' ITW WILDEX TAPCON SIDE VIEW A 13/'M . EMBEDMENT INTO w _NM (3) PER ANGLE me, L2-il-13 1/2." L41/2' Roddons 1/4• - I' 4pprovgd al wmpl*gwuh t&bv t ORfSl40 NO. VIEW Rorlda Romwa C *. j 1A NOTE ANC FIGURATION TYPE 83 AS SHOWN IS VALID FOR No FRANCISCO HERNANDEZ M2011 TOP N I X 4' X 1/8, 1- X 4- X 1/4' AND 2- X IV X 1/8'. All.owl ade -4 PE # 51393 FLORIDAMULLIONS SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. A J" U-1 ANCHOR CONFIGURATION TYPE 113 . . . . . . . . . . . . . FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 WITH 2' X 5- X 1/8- ALUM. ANGLES SUBSTRATE: CONCRETE . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . .... ti T:: ... . ........ Nanufecturim�, Inc. 1746 W. 33W Ploco "ftk I'Voldo 33012 Ph! (305)304-4952 Fm(308)82"lI18 B 2' X 5' X 1/8" ALUM. ANGLE 2' X 5- X 1/8'-6. 5 5/8. W. LENGTH FOR 2- X 6' X 1/8- MLILUON ALUM. MGM 5/8* 5/8, 5 3/8' INT. LENGTH 0UMx 5GLE AN* x VC#14 SAS, - FOR 2- X 6- X 1/4' MIJUJON AL. tt ALUM. TUBE MULLION ALUM. TUBE MULLION AN (3) EA. ANGLE 2- X 6- X 116" 2- X 6' X 1/8' Sj 014 S.M.S. 2' X 6' X 1/4' 2' X 6' X 1/4' 3 i (3) FA ANGLE 1/2° MAX. A 1/4' RW BULDEX TAPCON 9 It 1 3/4" MIN. EMBEDMENT INTO Lzi v CORE 1/4' BW BULDEX TAPCON E.D. (3) PER ANGLE in I 31e MIN. EMBEDMENT INTO 2 1/2- MIN. NC r—CL PERK PER ANGLE SIDE VIEW B SIDE VIEW A 1 1/0 1 1/2' TOP VIEW a.. tv _NM vaim 02-11-13 Soft 1/4* - t' i vfRerlelmu DPAVM NO. NOTE-- ANCHOR CONFIGURATION TYPE 83 AS SHOWN IS VALID FOR wonn FRANCISCO HERDEZ M2011 MULLIONS Lr X Ir X Ile AM r X Ir X lle. Mlpmluade daceFLORIDA K # 51393 FOR ANCHOR OEM WADS SU TABLES # 2 AND If 3 ON MEETS 4 AND 5 OF 21.u71%jSHEET 14 OF 21 ANCHOR CONFIGURATION TYPE C1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CUP SUBSTRATE: METAL 2' OR 3" B ALUMINUM vi MULLION CLIP 1 5/8- Mr. LENGTH FOR .. .. ....... .... . . . . . . . . . . . . . . . . Sunshine Windows f—CL I- X 2' X 1/8' MULLION 2 5/8' INT. LENGTH FOR WaWng, Inc ALUM. V1 MULLION CUP ALUM. TUBE MULLION f?N ------I 1' X 3' X 1/8' MULLION 1745 W. 3W Place Walsob, florWo =12 Fm (30)364—M2 11 11 11 ANY APPROVED MULLION OR FG)c(—)82"I IS A11 I1 11 11 {1 $ METAL STRUCTURAL MEMBERS BY OTHERS 1/2- MAX. I SHALL WITHSTAND ANCHOR SHEAR FORCES ....... ................------------ -i,-- MINIMUM NwEss - 1/8" ALUM. TUBE MULLION 9 11 1/4" S.M.S. GRAN 5 THROUGH METAL u u (SEE NOTE 7 ON SHEET 1) 1" x 2' x 1/8'LANY (1) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL r 1" It 3' x 1/8" APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS 1/4' SAS. GRADE 5 THROUGH METAL SHALL WITHSTAND ANCHOR SHEAR FORCES (1) PER ANGLE MINIMUM THICKNESS - 1/8' (SEE NOTE 7 ON SHEET 1) E.D. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATIONI I' MIN. z TOP MEW SIDE VIEW A SIDE VIEW 8 NOTE- ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR MULLIONS I- X 2' X 1/8' AND I- X 3' X I/r. FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE C1 2- OR 3' FOR I" X 2' OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER END = 2 5/8' 5/8 ALUMINUM 2- X 2- X 1/8' ANGLE CFS WITH 2- X 2- X 1/8- ALUM. ANGLES SUBSTRATE: METAL r� I 5/r W. LENGTH FOR 'w 1- X 2- X 1/8' MULLION B #14 S.M.S. 2 5/8' INT. LENGTH FOR I- X r X 1/8" MULLION CL� (2) EA. ANGLE 1 Ir ---- -u 2- X 2' X 1/8"— ALUM. ANGLE ALUM. TUBE MULLION— I .0 u 0 It ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS #14 S.M–q. v x 2 X IA. #14 SILS.— h 1, 1/2' MAX p — SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (2) Ek ANGLE f.– ALUM. ANGLE (2) EA. ANGLE 4— 1 (SEE NOTE 7 ON SHEET 1) ASHALL I BE APPROVED BY BUILDING OFFICIAL mz`II� ..................... ---------- PRIOR TO MULLION INSTALLATION ALUM. ON= 1/4! S.M.S. GRADE 5 THROUGH METAL U 1/4' S.M.S. GRADE 5 THROUGH METAL I" x 2 x 8- r�,;U Ltj L u 1) PER ANGLE E.D. (1) PER ANGLE Dmw. b, NM 1' x r x 1/8' ANY APPROVED MULLION OR 1* MIN. 4pp s 0ooll) - 99 METAL STRUCTURAL MEMBERS BY OTHERS Flo do Ift ,q A SHALL WITHSTAND ANCHOR SWAR FORCES Date Octet 02-11-13 MINIMUM THWESS - 1/8' (SEE NOTE 7 ON SHO 1) NO I I v pmauq tot scolat -3/8" - SAL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION TOP MEW SIDE VIEW A SIDE M M2011 ME] FRANCISCO HERNANDEZ NOTE ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VAUD FOR FLORIDA PE # 51393 SHEET ---]I MULLIONS V X 2- X 1/8' AND I- X 3' X 11W. FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. 15OF2111 IV ANCHOR CONFIGURATION TYPE C2 i'l ..... ..... B FOR 1" X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 4 ALUMINUM INI M Vl MULLION CUP• . . . . . . . . . . WITH M AND V2 CUPS SUBSTRATE: METAL 4' 3 5/8' INT. LENGTH FOR ALUM. MULLION CUP2" V1 CUP FOR I' MULL 1* OR I- X 4- X 1/8' MULLION ALLUMINUM V2 MULLION CLIP V2 CLIP FOR 2" MULL 3 5/8' INT. LENGTH FOR SunsWm Windows ALUM, TUBE MULLION I 2' X 4- X 1/8' MULLION I Morpifoduft Inc. I' x 4" x 1/8" 2' x 4" x Ile 1 I ALUM. TUBE MULLION I ^ I Ir --------'9 1745 W. 3W Ploes Wdl�* Flutdo 33DII Pd: (308)354—M2 uH ANY APPROVED MULLIN OR Fbx:(305)828-8tl8 MEIAL STRUCTURAL MEOMBERS BY OTHERS ------ WITHSTAND ANCHOR SHEAR FORCES OA ' MAX1/2 SHALL zzm -- Mmmum Tmomm - ilir 1/4- S.M.S. GRADE 5 (SEE NOTE 7 ON SHEET 1) THROUGH METAL (2) PER LEG MULLION OR SHALL BE APPROVED BY BU[U= OFFICIAL PRIOR To MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E.D. SHALL WITHSTAND ANCHOR SHEAR FORCES MIN. Ile S.M.S. THROUGH METAL MINNUM THICKNESS = 1/6" (SEE NOTE 7 ON SHEEP 1) (2) PER LEG 1/2- SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION TOP VIEW SIDE MEW A SIDE MEW 8 NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR I" X 4' X 1/8' AND 2' X 4" X 1/8' MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND 13 ON SHEETS 4 AND 5 OF 21, ANCHOR CONFIGURATION TYPE C2 FOR i" X 4" OR 2' X 4* MULLIONS NUMBER OF ANCHORS PER END - 4 4" 2- X 2' X 1/8' ALUM. ANGLE B WITH 2- X 2- X 1/8- ALUM. ANGLES SUBSTRATE: METAL 3 5/8- INT. LENGTH FOR X e X 1/8" 5/8, 5/8 4' X I- X 1/8' MULLION ALUM. ANGLE 1* OR 2' 3 3/8' W. LENGTH FOR I "T 4- X I- X 114° MULLION ALUM. TUBE MULLION r #14 S.M.S. 1 I 3 51r INT. LLENGTH FOR V x 4' x 4,: f x 4' x I (2) Ek ANGLE ALUM. TUBE MULLION I - F ---__ V X 2' X 110' MULLION - -4 #14 SALS— (2) Ek ANGLE 11 ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS c4 jl I f 1 119' MAX j SHALL WWAND ANCHOR SHEAR FORCES �A 9 mmum TmCmEss - Ilir 1/4- S.M.S. OWE 5 u u u (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL THROUGH METAL (2) PER ANGLE LANY Lr PRIOR TO MULLION INSTALLATION D.. br -NM APPROVED MULLION OR t7 --H METAL STRUCTURAL MEMBERS BY OTHERS �E.Dj. 1/4' S.M.S. GRADE 5 THROUGH METAL 44 44 SHALL WITHSTAND ANCHOR SHEAR FORCES (2) PER ANGLE Dds. 02-11-13 MINKM THICKNESS - I/Ir (SEE 140TE 7 ON SHM 1) Scalc 31W - I' 1A. i/v SHALL BE APPROVED BY BUUING OFFICIAL Rvddon: PRIOR TO MULUON INSTALLATION TOP VIEW SIDE VIEW A SIDE MEW C ""DEZ ORA*= NO. M20 NOTE ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR FRANCISCO H ft u� atid, FLORIDA PE # 51-393 SHEET T EEE' I- X V X 1/8'. 1- X 4' X Ile AND 2' X 4- X 1/8' MULLIONS, 16 0 F 21 FOR ANCHOR OEM LOADS SEE TABLES 12 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3.1 ...... ... ........ " B FOR 1 X 4", 2" X 4' OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 ALUMINUM V1 MULLION CUP 0. - - - - - - - - - - WITH V1 AND V2 CUPS SUBSTRATE: METAL V OR 6* 3 5/8' INT. LENGTH FOR ALUM. MULLION CUP I' X 4' X 1/8' MULLION ..........::-- ALUM. TUBE MULLION V1 CUP FOR I' MULL I" OR 2' ALLUMINUM V2 MULLION CUP I" x 4" x 1/8" V2 CUP FOR 2' MULL F 3 5/8' INT. LENGTH FOR SunsNne WMws 2' x 4* x 1/8' r X 4- X 1/8- MULLION MaufacUrq Im. 2' x er x 1/9' I1 1745 W. 3W Roo +Ph:I I ALUM. TUBE MULLION 11 ----------II Moab. FWft 33012 (305)304-8952 Fcxa30)=-51 la CL 11 11 11 11 ANY APPROVED MULLION OR C-4 11 If it If METAL STRUCTURAL MEMBERS BY OTHERS A It 1111 1 U SHALL WITHSTAND ANCHOR SHEAR FORCES M114MUM THICKNESS - 11W U 1/4' S.M.S. GRADE 5 U (SEE NOTE 7 ON SHEET 1) THROUGH METAL (3) PER LEG L SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR MEIAL STRUCTURAL MEMBERS BY OTHERS E. . �i o4 PRIOR TO MULLION INSTALLATION SHALL WITHSTAND ANCHOR SHEAR FORCES 11 MIN MINIMUM THICKNESS = 1/8°(SEE NOTE 7 ON SHEET 1) . 1/4' S.M.S. THROUGH METAL (2) PER LEG 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION z TOP MEW SIDE MEW A SIDE MEW 8 NOTE. ANCHOR CONFIGURATION TYPE C3 AS SHOO IS VAUD FOR I- X 4- X 1/8', 2- X 4' X 1/8' AND 2' X 6- X 1/8° FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 2p X 2D X Ilr ALUM. ANGLE ppqq ALUM. UK MULLION — IV FOR 1" X 4, 2" X e OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 3 5/9' INT. LENGTH FOR FF I" x 4* x 1/8* B WITH 2" X 2" X 1/8' ALUM. ANGLES SUBSTRATE: METAL I- X V X 1/8- MULLION I' x r x 1/4' 4" OR 6' 2" X 4- X 1/8' 3 2I(8�W. LENGTH FOR 1. X 1/4- MULLION 2" x IV x lle ALUM. ANGLE 1' OR 2" 5/8' 3 INT. LENGTH FOR 5/8. 2* x 0' x 1/8* F 2"X 4* X 1/8" MULLION 2" x 6* x 1/4* 5 5/8' INT. LENGTH FOR fL 1 ALUM, TUBE MULLION 2' X 6' X 1/4" MULLION �-CL #14 S.M-S— Pil, #14 S.M.S. ANY APPROVED MULLION OR EA. ANGLE "F (3) Ek ANGLE METAL STRUCTURAL MEMBERS BY GUM A 2i 11 1/2 MAX SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS - 1/8' Ile S.M.S. GRADE 5 . . .................... U --THROUGH METAL (2) PER ANGLE (SEE NOTE 7 ON SHEET 1) Lu ANY APPROVED MULLION OR ED SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION METAL STRUCTURAL. MEMBERS BY OTHERS . 1/4' S.M.S. THROUGH METAL 01. b, _NM 44 SHALL WITHSTAND ANCHOR SHEAR FORCES I' MIN. (2) PER LEG cote: 02-11-13 3/8. MINIMUM THICKNESS = 1/0' (SEE NOTE 7 ON SHEET 1) steel 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION OWALLATION movwt-- DRAWMI NO. TOP VIEW SIDE MEW A SIDE MEW NOTE: ANCHOR CONFIGURATION TYPE Q AS SHOWN IS VAUD FOR MULLIONS 1' X 4- X 111r. pwn 11h We FRANCISCO HERNANDEZ NOA FLORIDA PE # 51393 M1tieml Ski M201 I J21 I" X 4" X 1/4", 2* X 4' X 1/9", 2' X 6' X 1/8* AND 2" X Ir X Ile. 2 AND # 3 ON SHEETS 4 AND 5 OF 21. Aa NdllctCld-�- SHEET 17 OF 21 OF 21 OF FOR ANCHOR DESIGN LOADS SEE TABLES # T ANCHOR CONFIGURATIONS D2, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1-X 2', 1- X3 -AND 1' X 4" MULLIONS WITH U CUPS SUBSTRATE: METAL �►� �►� I►c I ► c I►c r 2• I 3' I 4" OR e I ► c I ► c I ► c ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 FOR 1" X 2" TO 1' X 2' FOR 1" X 2" TO 1" X 3" FOR 1" X 2" TO 1' X 4" CONNECTION CONNECTION CONNECTION 1. 7/8' 5/81 SECTION C -C I ► c 3" 4'OR8' L eORr L 4- I ► c U° CUP (MCAL) I ► c ANCHOR CONFIG, D3 ANCHOR CONFIG. 03 FOR 1" X 3" TO 1" X 3" FOR 1" X 3" TO 1'X 4' CONNECTION CONNECTION CLIP E 'U" CUP DETAIL SHEET 2 OF 21 NOTE: ALL SCREWS USED FOR MULUON TO MULLION CONNECTIONS SHOWN ON THIS SHEET SHALL BE # 14 S.M.S. GRADE 5. FOR ANCHORS DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. I ► c ANCHOR CONFIG. D4 FOR 1' X 4" TO 1' X 4" CONNECTION Mmmfodudng, Inc. 1748 W. 33rd Pies Kapok, FlOW 33012 Ph: (305)384.9882 Fas;(305)828-5118 15/e' 5/8'I � I 1 ® ® I ��• 7�8' 7/8' 5/81 R-wom I ► c 3" 4'OR8' L eORr L 4- I ► c U° CUP (MCAL) I ► c ANCHOR CONFIG, D3 ANCHOR CONFIG. 03 FOR 1" X 3" TO 1" X 3" FOR 1" X 3" TO 1'X 4' CONNECTION CONNECTION CLIP E 'U" CUP DETAIL SHEET 2 OF 21 NOTE: ALL SCREWS USED FOR MULUON TO MULLION CONNECTIONS SHOWN ON THIS SHEET SHALL BE # 14 S.M.S. GRADE 5. FOR ANCHORS DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. I ► c ANCHOR CONFIG. D4 FOR 1' X 4" TO 1' X 4" CONNECTION Mmmfodudng, Inc. 1748 W. 33rd Pies Kapok, FlOW 33012 Ph: (305)384.9882 Fas;(305)828-5118 Dab; 02-11-13 Smote: 1/2" - 1' R-wom Rmkbm Approave�d asoompWag_wtth the. DRAWING N0. Dehu_w",9c, -X 2.gry.t9 M2011 Noa��` FRANCISCO HER A71amlPfade roduet gtro 51393 FLORIDA PE 51393 SHEET 18 OF 21 IC ALUM. SLEEVE - FOR 3 1/2'0 OR 4°0 ALUM. TUBE MULLION TOP VIEWS FOR ANCHOR CONFIGURATION 3 1/2'0 OR 4'0 TYPE BR2, BR3, CR2 AND CR3 ALUM. TUBE MUTON ROUND MULLIONS 1/8" THICK ALUM. CIRCULAR PLATE 3 1/2.0 AND 4.0 x" i I WELDED TO ALUM. SLEEVE. 3 1/2"0 OR 4"0 ALUM. TUBE MULLION ALUM. SLEEVE — FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULLION 5 1/2' FOR 3 1/2' OAULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR2 AND CR2 FOR 18T ANGLE 3 1/2"0 OR 4"0 —� ALUM. TUBE MULLION ALUM. SLEEVE - FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULLION 5 1/2' FOR 3 1/2'0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 90' ANGLE NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 14 ON SHEET 6 OF 21. STRUCTURAL WALL/BEAM 5 1/2" FOR 3 1/2'0 MULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE 1/8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 188 D/ --4ff( te-la FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Plc Iliad, Fbrfda 3312 Pdt (305)384-9882 Fmc(305)828-8115 a.- do NM c" 02-11-13 st« Ile _ 1" did mmwmt9 M2011 SHEET 19 OF 21 TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE 3 1/2°0 OR 4"0 TYPE BR4 AND CR4 FOR 3 1/2"0 OR 4"0 ALUM. W MULLION ROUND MULLIONS ALUM. TUBE MULLION 3 1/2°0 AND 4.0 r1/8° THICK ALUM. CIRCULAR PLATE STRUXTURAL WALL/BEAM --1 I I WELOED TO ALUM. SLEEVE. VARIES 5 1/2' FOR 3 1/2"0 MUWON 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 180' ANGLE 3 1/2'0 OR 4"0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2.0 OR 4°0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 14 ON SHEET B OF 21. 3 1/2°0 OR 4"0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2'0 OR 4°S4 ALUM. TUBE MUWON STRUCTURAL WALL/BEAM M Jo Emil '*'I , M i N N VARIES 5 1/2' FOR 3 1/2"0 MUWON 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 180' ANGLE 3 1/2'0 OR 4"0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2.0 OR 4°0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 14 ON SHEET B OF 21. 3 1/2°0 OR 4"0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2'0 OR 4°S4 ALUM. TUBE MUWON STRUCTURAL WALL/BEAM 5 1/2° FOR 3 1/2"0 MULLION 6" FOR 4'0 MUWON ANCHOR CONFIGURATION BR4 AND CR4 TAT 17P ♦ I�Tl1i T 1/0' THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2.0 MULLION 6" FOR 4°0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 90' ANGLE Approved as coomtviu wuh the 2-25 •�3 FRANCISCO HERNANDEZ G FLORIDA PE # 51383 Malafach*q, k 1745 W. 33rd Pta HtW40% FWdo 33012 Pttt (305)364—M2 Faw(305)SM-6t 18 z 0 a oro.,, W NM 0otn 02—it-13 ll=in Re"wo RavW- DRAMM Ko. M2011 SHEET 20 OF 21 Jo Emil '*'I 5 1/2° FOR 3 1/2"0 MULLION 6" FOR 4'0 MUWON ANCHOR CONFIGURATION BR4 AND CR4 TAT 17P ♦ I�Tl1i T 1/0' THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2.0 MULLION 6" FOR 4°0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 90' ANGLE Approved as coomtviu wuh the 2-25 •�3 FRANCISCO HERNANDEZ G FLORIDA PE # 51383 Malafach*q, k 1745 W. 33rd Pta HtW40% FWdo 33012 Pttt (305)364—M2 Faw(305)SM-6t 18 z 0 a oro.,, W NM 0otn 02—it-13 ll=in Re"wo RavW- DRAMM Ko. M2011 SHEET 20 OF 21 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND BR4 - - - - - - - - - - - - ROUND MULLIONS 3 1/2-0 AND 4-0 SUBSTRATE: CONCRETE 3 1/2*0 OR eO 3 1/2-0 OR 4-0 3 1/2'0 OR 4"0 k ALUM TUBE MULLION ALUM. TUBE MULLION 1 ALUM. TUBE MULLION t745 W. Wrd Pk" W1011, FIONO 3XI12 C-4 PLATE --- 11fr THICK ALUM. CIRCULAR Illr THICK. AUAL CIRCULAR PLATE 104 ---- 1/8' THICK ALUM. CIRCULAR PLATE Phi (3003"952 Fom(305)a28-5118 WELDED TO ALUM. SLEEVE. WELDED TO ALUM. SLEEVE. It WELDED TO ALUM. SLEEVE Ag ah L - ii yp p H o pI ile n BUILDEX TAPOON is . 11 1/4' DW BUILDEX 7APOON1/4- ITIN WUDD( TAPCON i 3/e MIN. EMBEDMENT INTO v U 0 1 3/4* MR EMBEDMENT INTO 1 3/4' MIN. EMBEDMENT WO CONCRETE CONCRETE CONCRETE (2) PER PLATE (3) PER PLATE (4) PER PLATE SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONFIG. DR2 ANCHOR CONFIG. BR3 ANCHOR CONFIG. IBR4 NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END 3 NUMBER OF ANCHORS PER END - 4 NOTE' FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. ► SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CRZ, CR3 AND CR4 ROUND MULLIONS 3 I/fO OR 4-0 3 1/2.0 AND 4-0 Y ALUM. TUBE MULLION 1/8' THUCIRCULAR PLATE =Umm SUBSTRATE. METAL XULED TO Sam METAL STRUCTURAL MEMBERS BY OTHERS 3 IlrO OR VO 3 1/2-0 OR IVO MINIMUM THICKNESS = 1/8' M. TUBE MULLION ALUM. TUBE MULLION (SEE NOTE 7 ON SHEET 1) 118" THICK, ALUM. CIRCULAR PLATE 104 1/8 THICK ALUMINUM CIRCULAR PLATE SHALL WITHSTAND ANCHOR SHEAR FORCES fflft' C-4 WELDED TO ALUM. SLEEVE. WELDED TO ALUWNUM SLEEVE. ni-c"-i AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS cv. METAL STRUCTURAL MEMBERS BY OTHERS E.D. E -D- I MINIMUM THICKNESS = 1/8' MINIMUM THICKNESS - 1/8' 1" MIN. I (SEE NOTE 7 ON SHEET1) (SEE NOTE 7 014 SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES SHALL WITHSIAND ANCHOR SHEAR FORCES 1/4' S.M.S. GRADE 5 THROUGH METAL AND SHALL BE APPROVED BY BUILDING AND SHALL BE APPROVED BY BUILDING SIDE VIEW E (4) PER PLATE OFFICIAL PRIOR TO MULLION INgALLAMON OFFICIAL PRIOR TO MULLION INSTALLATION ED.ED 1" MINANCHO I CONFIG. CR4 -LID .A Ile S.M.S. WADE 5 THROUGH METAL NUMBER OF ANCHORS PER END = 4 tri -NM Ile S.M.S. ON 5 THROUGH MEIAL (3) PER PLATE SIDE VIEW C (2) PER PLATE SIDE VIEW D Data 02-11-13 ANCHOR comnG. CR2 ANCHOR CONFIG. CR3 soolm 1/4" - I' Itanalau NUMBER OF ANCHORS PER END - 2 NUMBER OF ANCHORS PER END = 3 n1"1w Rol C 96 'to gC H"DIEZ NOM� FRANCISCO �Pmddecr,,ot, MAWNG KO. M2011 NOTE. FOR MULLION AND ANCHOR DESIGN LOADS SEE TAME 4 ON SHEEP 6 OF 21. FLORIDA PE # 39,3 Al ul a�,, 51 141ml do Pmdud Contri, SHEET - 21 OF 21 MIAMDn4DE MIAMI-DADE COUNTY 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.gav/pera Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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 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 "2009" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. CS09-01, titled "Series 2009 Out -Swinging Aluminum Casement Window - Impact Resistant Glass", sheets 1 through 6 of 6, dated 12/03/08, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 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# 10-0407.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. M7 MFAMt9DEcouMrr MJ) O o. -0314: Expiration Date: June 17, 2014 f5114111- Approval Date: May 24,2012' Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. CS09-01, titled "Series 2009 Out -Swinging Aluminum Casement Window -- Impact Resistant Glass", sheets 1 through 6 of 6, dated 12/03/08, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16" overall HS laminated glass, prepared by Fenestration Testing Laboratory; Inc. Test Report No.'=FTL-5560, dated 09/04/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted ander NOA # 68-1224.10) C. CALCULATIONS L. Anchor verification calculations, structural and comparative analysis, complying with FBC-2004, dated 12/08/08 and 05/07/09, prepared, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA# 10-0407.01) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.01 issued to E.I. DuPont DeNernours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. -)&W g,�a,4-;;t, Manuel P , .E. Product Control4 xam er NOA No. 12-0314.12 Expiration Date: June 17, 2014 Approval Date: May 24, 2012 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 09, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5560, issued by Fenestration Testing Laboratory, Inc., dated 05/12/09, signed and sealed by Michael Wenzel, P.E. (Submitted under NOA # 08-X224.10) G. OTHERS 1. Notice of Acceptance No. 10-0407.01, issued to Sunshine Windows Manufacturing, Inc. for their Series 2009 Outswing Aluminum Casement Window — L.M.I., approved on 05/19/10 and expiring on 06/17/14. Manuel p9re4p.E. Product Control iner NOA No. I xa 314.12 Expiration Date: June 17, 2014 Approval Date: May 24, 2012 E-2 HINGE LOCATED FLUSH AGAINST JAMBMAIN FRAME 5" MAX 12* MAX AT HEAD AND SILL SILL AT HEAD/SILL AT HEAD SILL ME OF MAIN FRAME DESIGN PRESSURES CHART - PSF [2�7 CORNERS IDWPA RESISTANT GLASS 5116" IMPACT HINGE LOCATION VANDOW ANCHORS GLASS mmio"4 Im AT HEAD/SILL 71 IDEMMON 1745 W. 33r4 Plan CORNERS. FRAME MANA Mideft Fbedd 331312 PN (305)M4-0252 SEE HINGE MB f EXr. INT. LOCATION DETAIL. WIDTH IH SILL " it I/w 2 90.00 90.00 FALSE. MUNIINS /" / HINGE LOCATION DETAIL 20 I1r 2W 3 3 9000 90.00 FBO-oO MAY 09 USED (SURFACE APPLIED) 3r 4 4 r4 90.00 z 19 I/a. 2 2 90.00 90.00 26 11r, 39 3/a' 3 3 4 00.00 00.00 B LOOK OPERATOR LOCATED 3r 4 r_20.00 SOLD ON INTERIOR WALL 19 I/w 2 90.00 90.00 OF WINDOW FRAME SILL 26 ilr ;5 5 90-00 90.00 OPERATOR LOCATION MAIN FRAME LOCATION AT HINGED SILL CORNER. JAMB_ MAX. WINDOW 37' 4 -00,00 jo-o o _q rA SEE OPERATOR WIDTH - 37" is I/if 2 96.00 90.00 4 LOCATION DETAIL 12 26 I1r Gr 3 8 90.00 90,00 E-4 I 3r 1 4 90.00 90.00 MAIN FRAME MAIN FRAME SINGLE -VENT CASEMENT WINDOW SILL 4 * 24� 3 20.00 90.00 .3 7/8' ll" 30' 3 4 90.00 90.00 24r 3 00.00 90.00 OPERATOR LOCATION DETAIL 36* 4 4 90.00 90.00 GENERAL NOTS 24' 3 90.00 90.00 I. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FRO. ARE NOT REQUIRED. 48P G13V 4 90.00 00.00 2.- SHUTTERS 24' 3 90.00 90.00 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 6 -- - 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DEMON PRESSURES CHART. 38. 4 00 90,00 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTMCON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY AND 2 1/2' MIN EDGE DIST.. FOR ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE USE 1/4' DIAM. ULTRACON BY ELCO WITH 1 1/2- MIN. EMBEDMENT INTO WOOD AND I" MIN EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4' DIAM. GRADE 5 SHEET METAL SCREWS WITH I' MIN. EDGE DISTANCE 6.- CONCRETE STRENGTH f'o-3,200 pal MIN., CMU PER ASTM CgO., FILLED CMU fm -2,000 psi MIN. 7- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. Wa S.- WOOD HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE" 0- 0.53 OR GREATER OENsrFy. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 11/8P. PRODUCT REVOW DRAWING No. CS09-01 ALUMINUM SHALL BE 0083 -TS. STEEL SHALL BE Fy- 36 KSI MIN. agoom*k%withftriftift 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS sultdaml Cc& TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ftfr� D5W14. 11, ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED BY DATEij2=QA=QjL IN SECTION 2003.8.4 OF THE 2010 FEC.SCALE-NTS "XDEZ FRANCISCO - 1 OF 8 FLORIDA , �17 #'81393SHEET 2 21 18 21 O . . . . . . .. . . . . . . . 6 surem ----\ ----------- ---------- - 7 Wictudg, Inc. 1745 W. 33rd Pkm HWwh, FWdft 3=9 Rd (303)W -Mg o ,s I z 0 S2 - - - - - - - - - - - - t- 1 IU 12 14 13 M 2 O 1t Do -------- ----- I 99 VERTICAL SECTION 3uftdftCe& 6W1WlP$i No. Avap"Mm". cso Deft 9-01 HORIZONTAL SECTIONS a DATE. 12-43-08 FMNCJ$CO3;.HE*"lD FLOF�DA,; PE,, WE MATERUL LIST MATERIAL Llffr rr=f PAWr# QTY DsScRu MON MATSM" RM r=* I PART! I QTY DISCRIPrION MATEU" I OC -3430 4 FRAME 6063-T5 12 23.01 1 SINGLE ARM OPERATOR STEEL TRUTH HARDWARE 2 00-3428 1 VENT 6083 -TS 13 24.30 1 muLn-poiNT Lou ZINC TRUTH HARDWARE 3 CC -3427 AS ROD CURVED GLAZING BEAD 8083 -TS 14 11901-22 1 TIE BAR STEEL TRUTH HARDWARE 4 00�-3427 A AS ROD RECTANGULAR GLAZING BEAD 6063-115 15 31646 AS ROD KEEPERS STEEL TRUTH HARDWARE 1746 W. 33W PIM KW" FWddo 3MIZ .057* THICK CORNER KEY STAINLESS STEEL Is 03144 AS ROD TIE BAR GUIDE NYLON ULTRA HARDWARE ft (=)X4 -"U a 1 .067- THICK CORNER KEY STAINLESS STEEL 17 49M AS ROD GLAZING BEAD BULB VINYL TRUTH HARDWARE 7 - 1 .057' THICK COMER KEY STAINLESS STEEL 18 E=l OKN AS ROD WEATHER STRIP BULB VINYL ULTRAFAB 8 - 1 .057' THICK CORNER KEY STAINLESS STEM le AS ROD GLAZING TAPE FOAM FRANK LOWE 0 - Is ASSEMBLY SCREWS 8 X I- PH SMS 20 AS ROD SNUBBERS NYLON 10 3$.13.00 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 21 4 SHEAR PLATE 600-15 FULL LENGTH I TRACK STAINLESS STEEL 22 SEALANT AS RQDIPECORA, 89310OW CORNING 8901 SILICONE 11 1 30175 1 —9 0.736 mm I 1 0.810 O.i 49 2, 2 1114 1.09 0 2000 Dtes 2.176 OA 72 2470 21171 r Almm"mnewfindows TRUTH =ARE 1 14 0.1 �s MOB J.i. IA CID r—Z7W---1 I 214.4 0.908— 0.740 GLAZING BEAD GLAZING BEAD 0240 1,300 SHEAR PLATE OC -3427 OC -3427 A FRAME SASH FRAME 6083-T5 SCS3-T5 2.75C 6063 -TO OC -3430 OC -3428 3" 6063-75 6063 -TB CORNER KEYS yy (D I PRODUCT RW4LUD m C=oyim wo do phaa ORNWING Na CS09-01 TE, 0 • HORNANDEZ 11PE I SHEET F"Q I ...... tg O a1 r ':>i>::::::•: 2 1/2" MIN. 2 1/2" MIN. 1" MIN. 1/4° SMS. THROUGH METAL •rr, ;�y;hr;;}{ 1/4" ULTRACON WITH 1 1/4" MIN. EMBEDMENT (FOR NUMBER OF ANCHORS AND r: v :::: •nriu INTO MASONRY THROUGH 1" BY WOOD BUCK v:a:vr.:x:e •i'r.•ih,}:ir, e . • AND MAX SPACING :i n;tma; y..; • .,g..a. (FOR NUMBER OF ANCHORS AND MAX SPACING REFER TO DESIGN PRESSURES CHART ` : i•ri:'•::xiXii �,!{sig i/.:r:J•R9::•:;A p. d..• y. e . ,. REFER TO DESIGN PRESSURES CHART METALSTR RAI. MEMBER BY OTHERS AND ELEVATION ON SHEET 1 OF 8). +•'r•':�+' �' ::•::»:•'. •.:. a°• • • ` AND ELEVATION ON SHEET 1 OF 6). (SHALL VA AND ANCHOR SHEAR FORCES) 11 BY WOOD BUCK MINIMUM THI KNESS m 1/8° Surlshhino Indowe WOOD BUCKS BY OTHERS MUST BE PROPERLY ___� mardactudng, bc. SEALED AND ANCHORED TO TRANSFER LOADS TO 1745 W. 33M Pian THE STRUCTURE. HkW% Fmrwa 3=2 SHOULD BE APPROVED BY BUILDING OFFICIAL Phu (305)304—IMPRIOR TO WINDOW INSTALLATION. Fa(306-•6718 I I 1" MIN. I �i I 1/4° ULTRACON WITH 1 1/2" MIN. PENEIPATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 8). W ATTACffi14ENT TO MASONRY ATTACHMENT TO METAL STRUCTURE DETAIL U W 2" BY WOOD BUCK P4 WOOD BUCKS BY OTHERSRA BE PROPERLY T SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD SE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. w I I � I o I � I I ATTACHMENT TO WOOD N I PRODUCT' RBVISM Z mcmnA**%w*ftvmft DRAWING No. 13wi B Coda AccaPraam No `'�� CS09-01 T[a8a5Date TYPICAL SECTIONS AT HEAD SCALE: $.9..Iy� SCALE: t 2"T1" FRANCISCO; HkMDEZ FLORID '',PE• A ,.51393 SHEET 4 OF 6 1/4' ULTRACON WITH 1 1/4' AIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 8) 1' BY WOOD BUCK 1/4' MAX. WOOD BUCKS BY OTHERS MUST BE PROPERLY SHIM SPACE SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE SAOULD BE a PRIOR TO WIND W INSTALLATION. BY OFFICIAL sv 04 ATTACHMENT TO MASONRY 1/4' ULTRACON BY ELCO WITH 1 t/2' MIN. PENETPATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESION PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6). ATTACHMENT TO WOOD TYPICAL SECTIONS AT JAMBS METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS - 1/8- 1/4' SMS. THROUGH METAL (FOR NUMBER OF ANCHORS AND MAIL SPACING REFER TO DESIGN PRESSURES CHART ATTACE[M ENT TO METAL STRUCTURE 1 $' H.S GLASS 0.09 BUTACITE PVB BY DUPONT J 4 GLAZING BEAD 1/8' H.S. WASE ONG TAPE 19 0.73' TYPICAL GLASS SITE SILICONE 22 PECORA 898/ DOW CORNING 898 GLAZING: 5/18' IMPACT (1/8' H.S. + 0.09 PVB + 1/8" H.S.) GLAZING DETAIL PRODuCT'RBvffim as aomplybgw0 ft Fb 1d6 Dnildiu M N Acaeptenoe Ato Nlon Date e S—Z-1� FRANCISCO i HE" 5t t &UfOCfIIN, im 1FW. 3Srd Ptae� ts3�1a P36 111 Fwr(3W)=-8118 DRAWING No, CSas-o1 OATS 12-eJ-o9 SCALE: t 2L-1 SHEET 8 OF 6 2' BY WOOD BUCK WOOD SUCKS BY OTHERS MUST BE PROPERLY 1/4' MAX. SHIM SPACTHE SEALED AND ANCHORED TO TRANSFER LOADS TO STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ATTACHMENT TO WOOD TYPICAL SECTIONS AT JAMBS METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS - 1/8- 1/4' SMS. THROUGH METAL (FOR NUMBER OF ANCHORS AND MAIL SPACING REFER TO DESIGN PRESSURES CHART ATTACE[M ENT TO METAL STRUCTURE 1 $' H.S GLASS 0.09 BUTACITE PVB BY DUPONT J 4 GLAZING BEAD 1/8' H.S. WASE ONG TAPE 19 0.73' TYPICAL GLASS SITE SILICONE 22 PECORA 898/ DOW CORNING 898 GLAZING: 5/18' IMPACT (1/8' H.S. + 0.09 PVB + 1/8" H.S.) GLAZING DETAIL PRODuCT'RBvffim as aomplybgw0 ft Fb 1d6 Dnildiu M N Acaeptenoe Ato Nlon Date e S—Z-1� FRANCISCO i HE" 5t t &UfOCfIIN, im 1FW. 3Srd Ptae� ts3�1a P36 111 Fwr(3W)=-8118 DRAWING No, CSas-o1 OATS 12-eJ-o9 SCALE: t 2L-1 SHEET 8 OF 6 METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORC MINIMUM THICKNESS - 1/8" X1/4" SMS. THROUGH METAL (FOR NUMBER GF ANCHORS AND MAX. SPACING gtNELMMONIGON SP MEET OF 0 ATTACBMENT TO METAL STRUCTURE 1/4" ULTRACON 1 1/2" MIN. PENETWON INTO WOOD (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN ESSURES AND ELEVATION ON SHEET I OF 6H ART ), r1MAX NoN-94CNK 6ROU1 " BY WOOD BUCK 1----1/4' ULTRACON WITH 1 1/4' WN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD SUCK OR NON SHRINK NON METALLIC ORCUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6). ATTACE[M ENT TO MASONRY TYPICAL SECTIONS AT SILL mmloaCf 4 Inc 1745 W. 331d PIM WAMW. FWWO 33012 wa (305)384-0052 F=(308)028-5115 —7 _� y � .d. 4"4 E 2 1/2" MIN, 2 1/2° MIN. J C) 1/4" TAPCONS %7TH 1 1/4° MIN. EMBEDMENT C,) INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING E APD ELEVATION ON DESIGN � RES CHART ATTACEMIENT TO PRE -CAST SILL w IGI I I 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL PR1DR TO WINDOW 61STALLATION. RODUCT REVIM as plyb%With theFladda22,w, s-q_1a FRANCISCO IOIN ORWING No. CS09-01 DATE+ 1a -03 -OS SCALE; Ila" -l' SHEET 6 OF 6 N 48" „ 37" 72" 53 1/8-. 50" 106" .21-.24".. 32" .. 64" 37" - 101 5/8" 36 1/2 "33- c ................ ............... ................ ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 0 04 -� LO Li w � � p O . r7 2 U) i� = O Q KITCHEN e 0 � W � Q � Kyo � I I© z m Ln r� O Drawn Br LH 00 Scale: Revision: r - DRAWING N0. 001 SHEET 1 OF 4 GARAGE N � 95- 21 " 5"21" 22 1 L5 EXISTING ................ ............... ................ ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 DO Li w of Of < Lj MASTER BEDROOM 2 U) U — O = O Q 0 ® � Q � BATH Q � Lj z m Ln co O Drawn Br LH N Scale: Revision: Revision: DRAWING N0. 001 SHEET 1 OF 4 N M N �1 CL 7 O BEDROOM C ) CL CL min o c L)La CD CL BATH EO 5 �' © © G "" d B O BEDROOM 3;,� OLO o O ao r` O 39" 51" 111" 108" 60" 64" [53 1/8" 66" 6" 8" 19 1/8 - EXISTING FLOOR PLAN SCALE: 1/8"=l'—O" ................ ............... ................ ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 DO Li w of Of < Lj 2 U) U — O = O Q O � Q � V Q � Lj z m Ln co O Drawn Br LH Date: 03/10/14 Scale: Revision: Revision: DRAWING N0. 001 SHEET 1 OF 4 EL: 15'-0" g g ' M�/_�Is/_�1 1�1_/_T1s►_�1�/_T1s/_�1_:/SIs/Sls■_Is/_�1=_/!1s/_p /els/_'1�/_FIs/_�Is/�1s7�1s/SI"/.�s/_�1�/IaA��/1�^'!%f'!%Is/f�►�1s/-�Is/1'!^�/�1�/�1!Ala►_►=. � ■ I�II�II�II�I ■ � ,- ■ 0 ■ ■ ISI ISI ISI ISI ■ ' � - ■ ■ ■ ISI ISI IMI ISI ■ ■ ■ ■ I�II�II�II�I ■ ■ ■ ■ I�II�II�II�I ■ _------------ _--------�■ ■ — — — �•-----------------------------------�--' SOUTH ELEVATION SCALE: 1/8"= 1' - 0" NORTH ELEVATION SCALE: 1/8"= V- 0" EAST ELEVATION SCALE: 1/8" = 1'- 0" EXISTING ELEVATIONS AL EL: 15'-0" ly EL: 9'-5" EL: 0'-0" EL: 15'-0" EL: 9'-5" EL: 0'-0" 3— z T— FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ............... ................ ............... ................ ............... ................ ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............... ............................... ............................... ................................ ............................... ............................... ............................... ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 J W C)f ry < 2 Cf) U C) O .7:E O =D Q c% U Q W z rn CID O Dr. Br. LH Date: 03/10/14 Scale: Revision: Revision: DRAWING N0. 001 SHEET 2OF4 53 1/8" 00 1-1 LO 0 00 1-1 LO 0 LO MARK A (HR -34) 53 1/8" X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 38.85 PSF < 53.33 PSF -42.23 PSF < -88.40 PSF 37" NOA:12-0320.06 ZONE: - 4 MARK D (CAS -24) 37" X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 39.70 PSF < 90.00 PSF -43.80 PSF < -90.00 PSF NOA:12-0314.12 ZONE: - 4 37" 00 LO 0 19� 00 00 Ln LO 00 MARK B (SH -13) 19 1/8" X 38 3/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 40.10 PSF < 90.00 PSF -43.50 PSF < -90.00 PSF NOA:12-0320.07 ZONE: - 4 (FIXED WINDOW) 37" X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 39.70 PSF < 70.00 PSF -43.08 PSF < -80.00 PSF NOA:13-0617.26 ZONE: - 4 � 37" �- 00 r7 00 n MARK F (HR -23) 37" X 38 3/8" GLASS: CLEAR IMPACT RESISTANT QTY. 3 WIND LOAD DESIGN LOAD 40.10 PSF < 53.33 PSF -43.50 PSF < -120.00 PSF NOA:12-0320.06 ZONE: - 4 MARK C (HR -74P) 111 X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 37.13 PSF < 60.00 PSF -40.39 PSF < -60.00 PSF NOA:13-0416.13 ZONE: - 4 N 00 37 3/4- MARK G 37 3/4" X 82" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 38.40 PSF < 50.00 PSF -41.80 PSF < -50.00 PSF NOA: FL -10599.1 ZONE: - 4 "MAIN? . 1 ► E FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Ptace Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 00 W ry M O (w 2 (n ::D U - O = O a ry O � Q (C!? U Q 0 - LJ z rn 1-0 Q0 O Drawn LH Date: 03/10/14 Scale: 3/8' = 1' Revision: Revision: DRAWING N0. 001 SHEET 3OF4 r N 1-1 00 53" M to MARK H (FIXED WINDOW) 53" X 63" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 38.22 PSF < 63.2 PSF -41.60 PSF < -72.3 PSF NOA:13-0617.26 ZONE: - 4 37" FD 37" X 81 1/2" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 38.40 PSF < 70.00 PSF -41.80 PSF < -70.00 PSF NOA:13-0416.16 ZONE: - 4 32" 00 00 ro MARK J (CAS) 32" x 38 3/8" GLASS: CLEAR IMPACT RESISTANT QTY. 2 WIND LOAD DESIGN LOAD 40.10 PSF < 90.00 PSF -43.50 PSF < -90.00 PSF NOA:12-0314.12 ZONE: - 4 LO 00 � 37" � CD N MARK K (HR) 37" x 26" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 40.10 PSF < 53.33 PSF -53.70 PSF < -120.00 PSF NOA:12-0320.06 ZONE: - 5 (SIDE LITE) 21 " X 85" GLASS: CLEAR IMPACT RESISTANT QTY. 2 ANCHOR = A2 - (2) 1/4" ULTRACON TOP AND BOTTOM AND 1/4" ULTRACON 0 12" AT JAMBS WIND LOAD DESIGN LOAD 40.10 PSF < 80.00 PSF -43.50 PSF < -80.00 PSF NOA:13-0122.05 ZONE: - 4 0 MARK M FD 60" X 85" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD 37.31 PSF < 70.00 PSF -40.59 PSF < -70.00 PSF NOA:13-0416.16 ZONE: - 4 2" X 6" X 1/8" X 85" MULLION QTY. 2 HEAD ANCHOR = A3 SILL ANCHOR = B3 WIND LOAD DESIGN LOAD 38.04 PSF < 95.00 PSF -41.40" PSF < -95.00 PSF NOk 11-1216.02 ZONE: - 4 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 00 PO T- ro J W W Elf ry < O (jj _ (/) ::D U _ O = O Q O � Q V) U Q 0 W z rn L0 Q0 CD LH oras,, e,,: Date: 03/10/14 scale: 3/8" = 1' Revision: Revision: DRAWING N0. 001 SHEET 4OF4