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WS-15-3092 Miami Shores Village � \ DPC152o15 BuildingDepartment 10050 N.E.2nd Avue, MiamShores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 V+'1-I. INSPECTION LINE PHONE NUMBER:(305)762-4949 f �l FBC 20 I °� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 55 NE 97th St City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#:11-3206-013-0990 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Dino Peragallo Phone#: Address:55 NE 97th St City. Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#:954-684-2079 Email: dperagallo@whitecase.com CONTRACTOR:Company Name: Phone#: 30 S-qy0' ?(5 Address: /F902 S A16 4Tk +PL City: N A t aml &—ha'A State: Zip: $S Qualifier Name: P'"I MdA Phone#: 30 70i7 State Certification or Registration#: GGc O Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 151000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration cam,, [❑ New Repair/ eplace ❑ Demolition Description of Work: ICJu��(,�CQ (,t�(1`<<-UW> �aA'0/t Gly Specify color of color thru tile: Submittal Fee$ Permit Fee$ • CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ wL (Revise 02/24/2014) a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,th ph nt must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be ' ere o the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement be p ed at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab ce of ch posted notice, the inspection will not be approved and a reinspection fee will beliarged. b Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The� irforegoing instrument was acknowledged before me this a o day of 0 Ge-C 20 l,�i by I/ day of �`-^- 20 t' .by ,V/.,J0 Pe P—A 6,9 4J_V who is personally known to ` AK% w o is personally own to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: Sign: �N��t•••••• �Gtti?Co✓ ` • Print: � Print: �l s� •`� ��•••••••••��s��i� PAMELA M.8016 Seal: �m Botfly P Florida Seal: My Cmm.Wes Fab 19,2017 = a =A R� �2 (. Comminlon�qB EE 878448 } P U B L+ say.***ssr r* *** ***�xxs***• **** ** *** ** * ** *x� xr* �x* 9 4..... ''��O APPROVED BY Plans Examiner ••• AR �to role 111IH' Structural Review Clerk (Revised02/24/2014) DATE(MM/DDNYYY) �► CERTIFICATE OF LIABILITY INSURANCE 12/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: SOUTH FLORIDA CASUALTY, INC. PHONE (561)533-6144 FAx 415 North 4th Street A/ No E-MAIL :(561)533-6170 D R s :E sane sou ors. acasualty.com Lantana, FL 33462 INSURERS AFFORDING COVERAGE NAIC# N URE A: Essex Insurance Company 39020 INSURED INSURER B: Rami Jeda INSURER : 17925 NE 9th Place INSURER D: North Miami Beach, FL 33162 786-266-1787 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ap POLICY NMBER POLICY EFF POLICY LIMITS $ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE M OCCUR occurrence) $ 100,000 MED EXP An one rson $ 500,000 A 3EC8319 12/12/1512/12/16 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: IGENERAL AGGREGATE $ 2,000,000 B POLICY®PRO [D LOC PRODUCTS-COMP/OPAGG $ 2,000,000. JECT OTHER: $ AUTOMOBILE UABILITY OMBINEDSINGLELIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ ALLOWNEDSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (P.,. ,de $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RET TI N WORKERS COMPENSATION ST TUTE ERH AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ Ifyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may beattachedif more space is required) General Contractor - Rami Jeda CGC062288 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g P THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 FAX 305-756-8972 AUTHORIZED REPRESENTATIVE r ©1988-2013 ACORD CORPORATION.All rights reserved. ACORD 25(2013/04) The ACORD name and logo are registered marks of ACORD '. u ad A,, March 4, 2016 C City of Miami Gardens Building and Zoning Department 1515 NW 167th Street, #200 Miami Gardens, Florida 33169 t Attn: Building Official Re: Residence 55 NE 97th Street Permit#WS12153092 Miami Gardens, Florida Dear Sir; This letter is to advise that two new windows were installed in the existing masonry openings with an actual 2"x2" PT wood bucks, attached with %" Tapcons at 4"from the ends and 8" on center into the masonry with 1-1/2" embedment, at the above referenced building. The windows are as follows: A. Window#10 (Casement) 36"x50" @ Front of House,(NOA# 14-0203.05 ) B. Window Single Hung, 36"x50" @ West Side of House.(NOA# 12-0320.07 ) All work was installed in compliance with the approved plans and specifications as well as the 2014 Florida Building Code. Please call if we can provide any additional information. Very truly yo s, yu�y6odadd NSE• Edw rd , P °� �� Florida P.E. #038398 � '' 't °°�` AES SdQV\�'?,` �so�en 7850 ISI' 146T" STREET, SUITE 509 v MIAMI LAKES FL 33016 PHN: (305)523-3935 ° FAX: (305)323-9355 MIAMI-DADE MIAMI-DADS 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) wrvw.miamidade.eoyleeonomy 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 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: Series 112009"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 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 manufacturees name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approvgd", un I0 tithervisg..... noted herein. .. • .. . . . RENEWAL of this NOA shall be considered after a renewal application has beenfiW and titer,Xas been... • no change in the applicable building code negatively affecting the performance of th1S PhIduct. 0 ;•••• TERMINATION of this NOA will occur after the expiration date or if there has l6eed>.t!revistmT Of Changg••••• in the materials, use, and/or manufacture of the product or process. Misuse of thirNQA as an endorsement.:..• of any product, for sales, advertising or any other purposes shall automatically teraNate this%GA.railuro..... to comply with any section of this NOA shall be cause for termination and removal if SQA. •• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,:Fbr�da, anae• followed by the expiration date may be displayed in advertising literature. If abyjp i:ion of�thp.VOA i*••••; 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. 12 and consists of this page I 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. NOA No. 14-0203.05 M1AMbDADE COUNTY y, J, Expiration Date: June 17,2019 Approval Date: March 27,2014 8 Page 1 i Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. CS09-02,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. (Submitted under previous NOA#12-0314.12) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an 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 under NOA #08-1224.10) C. CALCULATIONS 1. 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 NOA#10-0407.01) •••••• 009688 2. Glazing complies with ASTM E1300-04 'so' ' 660.90 . 60 0668.9 D. QUALITY ASSURANCE """ 6 6666.. 1. Miami-Dade Department of Regulatory and Economic Resotucj$;jCR) ::-o-o- 96:60: ••o• 6 • 6666. 69969. a 088 89686 E. MATERIAL CERTIFICATIONS •• ••• •••• a 0996:9 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont VeT detours&'Co.,Inc. 0. for their"DuPont ButaciteO PVB Interlayer"dated 04/11/1, expiring orr•1o1/41/l6* 9 . 880908 0 000 . . Manuel PQ-xa�i.Eeir Product Control INOA No. 105 Expiration Date: June 17,2019 Approval Date: March 27,2014 E-1 I i Sunshine Windows Manufacturina,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED j i 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. (Submitted udder previous NOA#12-0314.12) 2. Laboratory compliance letter for Test Report No. YM-5560, issued by Fenestration Testing Laboratory,Inc.,dated 05/12/09,signed and sealed by Michael Wenzel,P.E. (Submitted lender NOA #481224.14) G. OTHERS 1. Notice of Acceptance No. 12-0314.12, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009" Outswing Aluminum Casement Window — L.M.I., approved on 05/24/12 and expiring on 06/17/14. :0*0:0 0000.. 0000.. . .. 000000 0000.. .0000. 0000 0000.. 0000 . 0000. 0000.. 0000 0000. 00 00 00 0 000000 0000.. 00 . . . . 000000 0000.. 0 . 000000 .. 0000 Do 0 IV Manuel Peoamin Product Control Er NOA No.145 Expiration Date: June 17,2019 Approval Date: March 27,2014 HINGE LOCATED ?i#•r`".%>#{v FLUSH AGAINST JAMB MAIN FRAME . ��+••�:rr 5" MAX 12 MAX AT HEAD AND SILL SILL A7 HEAD SILL AT HEAD SILL ro OF MAIN FRAME DESIGN PRESSURES CHART i¢Jr;;nT. / CORNERS ?'t:S��nf�>st;hh{i{tiri�,n7L 7...•:r IDPACT RESISTANT GLASS ?'u• r":t ':�?r :n HINGE LOCATION 5(1611 IMPACT Sunshine Windows WINDOW ANCHORS GLASS mmufactudR9,Inc. AT HEAD/SILL / 0 0 oe o DIMENSION 1745 W.33rd Place CORNERS. / MAIN FRAME Ilkkah,lWW*73012 SEE HINGE // JAMB HEM& B EXT. INT. v�i�oa�ie a is JAMLOCATION DETAIL / $ I WIDTH HEIGHT SILL �I/'" '""""""" 191/8` 2 90.00 90.00 FALSE AL BE UNNDS / HINGE LOCATION DETAIL 26 1/2" 28" 3 3 90.00 90100 SE (SURFACE APPLIED) / < 0 37" 4 90.00 90.00 10 " 2 00.00 90.00 K{ 26 1/2' 38 3/8' 3 4 90.00 90100 V, LOCK OPERATOR LOCATED 37• 4 90.00 90,00 ON INTERIOR WAIL to i/5• 2 90.00 90.00 OF WINDOW FRAME SILL 25 1/T so a/8• 3 5 00.00 90.00 OPERATOR LOCATION MAIN FRAME AT HINGED SILL CORNER, JAMB 37• a 90.00 90.00 Q SEE OPERATOR MAX. WINDOW to 1/e" 2 90,00 99,00 LOCATION DETAIL. WIDTH 37" t 2 28 1/2" 53" 3 8 90.00 80.00 N E-t 37" 4 90.00 90.00 Q SINGLE VENT CASEMENT WINDOW 3 7/aSILL " MAI FRAME 24" 24• 3 3 90.00 90.00 3W 4 90.00 1 90.00 2a• 38" 3 4 00.00 90.00 OPERATOR LOCATION DETAIL 3g" 4 90.00 90.00 GENERAL NOTd 2a" 45' 3 5 90100 90.00 1.- THIS PRODUCT MEETS-THE REQUIREMENTS OF THE 2010 FBC. $ ss" 4 90,00 00.00 2•- SHUTTERS ARE NOT REQUIRED. 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 24" so" 3 6 90.G0 90.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DEMON PRESSURES CHART. 30" 4 90.00 90.00 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTRACON 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 q WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1"MIN EDGE DISTANCE, f5@A FOR ATTACHMENT INTO METAL USE 1/4"THAM.GRADE 5 SHEET METAL SCREWS WITH 1"MIN. EDGE DISTANCE. N 8.- CONCRETE STRENGTH 1'om3,200 psi MIN., CMU PER ASTM COO., FILLED CMU fm-2,000 pet MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN.AS REQUIRED. 8.- W00D 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„' 1tODUCT RENEWED PRODUCT RBVISBD ALUMINUM SHALL BE 8083-T8. STEEL SHALL BE Fye 38 KSI MIN. 4,moplyin8withtheFloT1&�. as complying with the Flown DRAWING No. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS v"Idl"O Cale Bail�'ngCOda Anrpmnce No° G Accepteaoo No -D Csd9-Q'I TO THE STRUCTURE AND SHALL BE APPROOEE B19SILDIiVG EFFICEIL PRIDR tO YAIIDOW INSTALLATION. � v11 .(mttonDat0 !'U • F • • • • • • 1:.trndoa Uate DATE:12-03-08 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL 910 PRBTE•TE91(811 OTHERS) AS SPECIFIED /,l y1/ By IN SECTION 2003.8.4 OF THE 2010 FBC. • •• • • • • ••• • uy: 14: �` ditdWO 0A I *-'i-m- SCALE:NTS • • • • • e • • • htlamyDadcF acaCot[ FRANCISCO•HERNANDEZ •• ••• •• • • • •• (1 / FLORI4P 'FE # 8.1393 SHEET 1 of e • ••• • ••• ••• ••• • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 21 18 21 � 8 !r,'{'1^�tyi:i•.f%i iY°titjiy% O 2 s Sunshine Windows Manufaciudng,Iln' -- 7--_—r---_— 1744 W.33rd Plata Match,".33012 3 4 Phi(308)384-0062 1 20 3 4 22 i Pax1(300)828-5118 i O 19 i 17 I C� (n 21 O 1 ; 12 13 14 i 2 i 10 j 21 VERTICAL SECTION B1 s� PROIwCT RBVISBP = R(tO(tCT RENE(VBPi es comPlyhtB wifh/lu FkafNa as canPlyinp rdt6lht FlarlO: Onildifig Carlo DRAYANG No. '1❑idirg Cade AataPlenot No�` CS09-01 • '.y..• •• Acrcpinnce No Iflf110p i)aM )'N HORIZON6.tX� . b c>;Irnll�Ad Uule^�1H �I� by DATE,12,-03-08 • •• • • • • ••• • Uy j irtt6m ` SCALE,1 2"-i" e Yoda�%' . •• ••• •• • • • •• F)ZANlD)A$ .}SE1tNAND Z ? ;✓ �} �Ol(,;P,Ei�.Bt�i 3 SHEET 2 OF 8 • ••• • ••• ••• ••• •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATERIALLISC Y1 MATERIALLM nE9CR1PTION REMARKS MATERIAL Ymus PARTS QTP .r.iy:rrt7c? A1ffvfAARB TRUTH HARDWARE �Piy?{:i5ir`y'."•:'i'Hr��ra`::f't, DH8CRIPTION h1ATRR1At. STEEL +vr r• �l+4�ii. ITEMS PAATS Q7Y 12 23.01 1 SINGLE ARM OPERATOR •.: .:ti+{`::i'• •+'• TRUTH HARDWARE Sunshin9 Windows 1 OC-3430 4 FRAME 8083-T8 13 24.30 f MULTI-POINT LOCK TTEEEL TRUTH HARDWARE mumil0Ctuft Inc. 2 OC-3428 1 VENT 8083-T6 TIE BAR3k4 8083-T8 t4 11901-22 / STEEL TRUTH HARDWARE 174657.wa 33012 3 OC-3427 AS RQD CURVED GLAZING BEAD KEEPERS I4,(3 Reside 00012 18 31848 AS RQD NYLON ULTRA HARDWARE PM(30a)t8A-9262 q OC 3427 A AS RQ RECTANGULAR OLAZ(NG BEAD 8083-76 18 03144 A9 RQD TIE BAR GUIDE rm(305)928-8118 STNNLESS STEEL YLNYL TRUTH HARDWARE 8 - 1 .007'THICK CORNER KEY 17 4903 AS RQD GLAZING 8EA0 BULB 1 .087'THICK KEY STAINLESS STEEL Vft1Y1, RANULTKL B HICK CO 8 - 18 E20310KN AS RCD WEATHER STRIP BULB FRANK pp1E 7 _ 1 .087'THICK CORNER KEY STAINLESS STEEL -T6 19 - AS RQD ROD OLAZINO TAPE FOAM 8 _ 1 .067'TRACK CORNER KEY STAINLESS STEEL SNUBBERS NYLON " 20 - AS FULL LEN 8 14 1FSH SMS 21 GTH 11 4 g _ 18 ASSEMBLY SCREWS 0 - 4 SHEAR PLATE 6063 10 38.13.00 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 11 30178 1 TRACK STAINLESS STEEL TRUTH HARDWARE 22 SEALANT AS RQD PECORA 898/00W CORNING 899 SILICONE Tom_ 0 1.708 2' 2.60 0.810 p V .84 1.169 0.779 0.779 e.820 O 1.618 0.691 2.80 0.749 2'8 2 0.188 C7. 0.070 0.7a 9. �6 �° c. 1.14 1' 2 0.72 1.870 2.78 2.71 2.76 G f lea 0125 I� t. 1.186 1.02 2.7 A0 SHEAR PLATE 0.986 0.740 GLAZING BEAD GLAZING BEAD 0940 1.3006083-T8 2.240 00-3427 OC-3427 A FRAME SASH FRAME 8063-TB 6083-T8 2.7 7 30 OC-3428 6063178 6083-T6 tr O 21 O O CORNER KEYS 0 0 y1 N tl , PRODUCT RBYi$BA 1• • • • • • •• . '� r I6a ottd9 DRAWING t z_pN30-. 4(onUCl'RENEVN ¢¢mp17h6wh0tN4Ft asssmpiytn2rOhthe Florids BCoGS09-0O1 ACCOPWnNo .%,,Ang(:alt DATEi• •• • B • • • • 4crcpdntro no- SCALE,12"�7" • •• • • • • ••• • Y • • • • •• ••• •• • • • Dy��'/at vL�z t5 tan1 L F •�gCO• �A ND •e• FLOR 'l;PEt A1303 SHEET 3 OF B t I • ••• • ••• •• • • •• • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'ULTRACON WITH 1 11/4*MIN.EMBEDMENT (FOR NUMBER OF ANC14ORS AND INTO MASONRY THROUGH I"BY WOOD BUCK AND I"SPACING (FOR NUMBER OF ANCHORS AND MAX.SPACING REFER TO DESIGN PRESSURES CHART REFER TO DESIGN PRESSURES CHART METAL STIIJTURAL MEMBER BY OTHERS AND ELEVATION ON SHEEF I OF 6). TION ON SHEET I OF 6). H AND ELEVA (SHALL WITH TAND ANCHOR SHEAR FORCES) I'BY WOOD SUCK MINIMUM 11-114KNESS 1/8" WOOD SUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO 1745 W.331d Plavo THE STRUCTURE. HI.I.W.FWdo 33012 SHOULD BE APPROVED BY BUILDING OFFICIAL Phs(305)384-0932 PRWIOR WINDOW INSTALLATION. Fox:(,305)828-5118 CA V MIN. —1/4'ULTRACON WITH 1 1/2'MIN. PENETRATION INTO WOOD, (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVA71ON ON SHEET 1 OF 0). ATTACHMENT TO MASONRY ATTACHMENT To METAL STRUCTURE DETAIL 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 PI;NOR TO WINDOW INSTALLATION. ATTACHMENT TO WOOD —03-08 TYPICAL SECTIONS AT HEAD FRANO-90N ND all FIJORIP ..A-4 so oe* ° ° ° ° " ° ° ° ° ° °° ° ° ° ° °°° ~ ° ° ° °°° ° ° ° ° ° ° '•ir.:ithp•R•: ft#ilii'ieii 1/4"ULTITACON WITH 1 1/4"MW,EMBEDMENT INTO MASONRY THROUGH t"BY WOOD BUCK ";,r: r,I�>• (FOR NUMBER OF ANCHORS AND MAX. SPACING METAL STRUCTURAL MEMBER BY OTHERS REFER TO DESIGN PRESBURES CHART (SHALL WITHSTAND ANCHOR SHFNt FORCES) - S•:ni:a::a+.iy}• •i�: AND ELEVATION ON SHEET 1 OF 8} 1 4" i.?jfi;!i}';5 t:,•ir;�'ir,�r":i: •-- MINIMUM THICKNESS m 1/8' '""' '�''• 1'BY WOOD BUCK HIM SpAC $unsliule Windows 1/4' MAX. WOOD BUCKS BY OTHERS MUST BE PROPERLY t/4'SMS.THROUGH METAL m6nufGcturmg,Inc. SEALED AND ANCHORED TO TRANSFER LOADS TO SHIM SPACE THE STRUCTURE. (FOR NUMBER OF ANCHORS AND MAX. SPACING 1743 W.�ft X12 e MU)BE APPROVED BY BUILDING OFFICIALREFER TO DESIGN PRESSURES CHART Ph:(306)364-0862 PRIOR TO WINDOW INSTALLATION. AND ELEVATION ON SHEET 1 OF B poat(306)82a-alta e" t4 Z .1 ATTACHMENT TO METAL STRUCTURE e a• N 1 8"H.S.GLASS 0.09 BUTACITE PVB BY DUPONT " ATTACHMENT TO MASONRY 3 A GLAZING BEAD 1/a"H.S.Glass N 1/4'ULTRACON BY ELCO WITH 1 1/2"IdIN.PENETRATION IWO WOOD. GLAZING (FOR NUMBER OF ANCHORS AND MAX. SPACING I TAPE 19 REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6). 2"BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY I 0.73' 1/4" MAX SEALED AND ANCHORED TO TRANSFER LOADS TO I TYPICAL GLASS BRE: SPACE THE STRUCTURE.SHM I SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. SILICONE 22 14 lip PECOPA 896/ DOW CORNING 800 GLAZING: 8/16" IMPACT(1/8" H.S. + 0.08 PVB + 1/8" H.S.) GLAZING DETAIL, ^� ATTACHMENT TO WOOD rRo°ucr RBVI8BG N RODUCF nENFwj% aeomplytagvmtIm Flaida oRAYtINo NO. acremplyla6whhtheploTf& BulldlhgCodo t3"Idla6cotle Acooptanoallo - { CS09-01 •• 000 • • wicceptaacowe lQ $ BK Irmlon l78I4 EA. TYPICAL SECTIONS AT JAMBS • • • • ` aa�atafl, DATE ,2_°'_OB • • •• • irf • 9 • •• • • • t8�_f f•S - Mlam aPto et tr0 $.-.R..ly SCALE:11V 1' • • • • • Mlam ad•9rodtxY.ioe FnRpry0ISQO Mt"NDEx •• 00* •• • • • •• FLQaIDA 'P 1 jJ,61393 SHEET B OF e • • • • •• • •• • • •• • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '�Z}iwu%x'• I I !��{:i:".•:��' .i•r {lit I Sunshine Windows Manufacturing,Inc. U 1746 W.SLd Pill a Bktaoh,Flodda 35017 Pia(306)184-0062 Ftw(306)828-6118 rA METAL STRUCTURAL.MEMBER BY OTHERS ° ° °, e••d (SHALL WITHSTAND ANCHOR SHEAR FORCES) �''•,.�^,--=`'�4 'M a:..•'• MINIMUM THICKNESS m 1/6" 1'MIN. 1/4"SMS.THROUGH METAL I q• 'e •° ��yj' (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART I a Er AND ELEVATION ON SHEET 1OF 6). I 2 1/2" MIN. ,2 1/2" MIN. ATTACHMENT TO METAL STRUCTURE I O 1/4"TAPCONS WITH 1 1/4"MAN,EMBEDMENT $ U INTO MASONRY ey I (FOR NUMBER OF ANCHORS AND MAX.SPACING REFER TO DESIGN PRESSURES CHART y Sf AND ELEVATION ON SHEET 1 OF 6). W ATTACHMENT TO PRE-CAST SILL I 1/4"ULTRACON 1 1/2"MIN.PENETRATION INTO WOOD (FOR NUMBER OF ANCHORS AND MAX.SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6). 2"13Y WOOD BUCK e� WOOD BUCKS BY OTHERS MUST 13E PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. 1 I SHOULD BE APPROVED BY BUILDING OFFICIAL TIMIN, ix". PRIOR TO WINDOW INSTALLATION,3/4•UPX.NDN—SMNK OR= ATTACHMENTTO WOOD OR f'BY WOOD BUCK 2 1/2" 2 1/2" M/4"ULTRACON WITH 1 1/4"MIN. EMBEDMENT INTO MASONRY THROUGH 1"BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER 14 OF ANCHORS REFER TO SHEET 1 OF 6). 1LODUCT REVISED RODUCT RENF.WAI-, m complylap with the Ftwlda DRAWING N0. ATTACHMENT TO MASONRY °aeBmlpyinproilhtheFlmuE e,uldihitCode C$09-0� Balding Coda Accepleam No g •• ••• • • •Accoplane•No Q► 2G "imtl Dafo +Ll�ld- • • • • • ,pIAHoAUa � DATE:12-03-96 • • •• • t • .201 By TYPICAL SECTIONS AT SILL .. • . • �s Miami Pro E D 3.a_12 BCALEt, 2 ••• 0041 0 ••0 •• 4 P at –) FRANCISQQ I kf .'A .• •• - 1 FI:QIjIdA':l�r1�;$i�J9 SHEET 8 OF 8 : • ••• • I••• ••• ••• • • • • • • •• • • •• • • • • • •• • •• • • • ••• • ••• • • •• 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v MIAMI- DE 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 Nymy,miamidade.gov/Dera • Sunshine Windows Manufacturing,Inc. 1745 W.33'a 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 applicably building c*..:. This product is approved as described herein,and has been designed to comply wiftOfe]Florida J3u4ding •• Code,including the High Velocity Hurricane Zone. **sees '..• ••;• DESCRIPTION: Series"1650(XO)"Aluminum Horizontal Sliding Window'rL.-N.I, ;•••• APPROVAL DOCUMENT: Drawing No.HS0841,titled"Series 1650 Alumin4mlidrizonjl'3nding •••• • Window(XO) Impact Resistant Glass",sheets 1 through 7 of 7,dated 03/14/08,wiiibrmamision#I dated ..:..' 03/05/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P!E*,4iearing&m A4M*mi. ...... Dade County Product Control Revision stamp with the Notice of Acceptance numb8f M4 expiraticin 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,Stai0 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. The submitted documentation was reviewed by Manuel Perez,P.E. MtAM4DADE N7Y NOA No. 12-0320.06 APPROVED1 Expiration Date: April 10,2018 f6/1 12 Approval Date: May 17,2012 Page 1 Sunshine Windows Manufacturinz Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08-0t,titled"Series 1650 Aluminum Horizontal Sliding Window (XO)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 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminurq ho;�ontal sliding window,prepared by Fenestration Testing Laboratory;Inc.;Fest Report No. 0••••• FTL--5331, dated 09/18/07,signed and sealed by Carlos S. R4oj4a,;P.E. • (Submitted under previous NOA No. 08-0107.08) *00000 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94...• 0 2)Uniform Static Air Pressure Test, Loading 11�FBC TAS 202-94••:•0 3)Water Resistance Test,per FBC,TAS 202710:: • 4) Large Missile Impact Test per FBC,TAS 201.*9& 0 • 5) Cyclic Wind Pressure Loading per FBC, T`-AS7263-94- 0 0 0 0 0 0 .. b)Forced Entry Test,per FBC 2411 3,2.1,TAS 262-94 0•000 00�; along with marked up drawings and installation diagram of ari aluminuM1i&UontaP ' sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5015, dated 07/27/07,signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 08=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) Manuel f&4 P.E. Product ControfLyAminer NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-1 Sunshine Windows Manufacturinir,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. 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 P964 q.E. Product Control kamther NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-2 3 1/8" 10 MAX. A MAX. DESIGN PRESSURES CHART-PSF �- •r.'%i; ;. ;•::ct:• x•:t:r:•;;:t::. HEAT STRENGTHENED LAMINATED IMPACT o� II li . i;;:;:'. : RXSWrA?IT GLASS IMPACT IMPACT ao GLASS GLASS Sunshine Windows WINDOW ANCHOR EIDRRICANE PROCTECI'ION Ij II DIMENSION SCHEDULE 19 NOT REQUIRED _ _ L____-____ "1 9 -____--_ _ -------� Illanuiscturin,Inc. PER 13/4"ffiLL 3"SILL d �� I H7kt4edhWRWWO ot2 WIDTH HEIGHT HEAD& A 8 = C E PM(366),164-6662 SILL EXT. INT. EXT. INT. /� Pac(306)828-bite 261/2' 4 53.33 120.00 80.00 120.00 37" 26' 5 53.33 120.00 80.00 120.00 53 1/8' 6 3 53.33 119.30 80.00 119.3 \L ILII " FALSE MUNTINS (SURFACE APPLIED) V) B II MAY BE USED 74" 8 11 53,33 80.00 80.00 90.00 26 1/2' 4 53.33 120.0 80.00 120.00 37' 38 3/6" 5 5 53.33 120.0 80.00 120.00 j 3 10" 83 1/6' 8 53,33 95.50 80.00 95.80 MAX. 74' 8 53.33 178.90 78.90 78.90 WINDOW WIDTH y IFCii 37' 104.70 104.70 80.00 104.70 TYPICAL ELEVATION (XO) 53 1/8•eo 6/e' 6 6 53.33 88.40 80.00 88.40 GENLRALNOTESt W 74" 8 53.33 67.30 67.30 67.30 1- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. [� V 37" 5 53.33 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND X0. a 63 1/6` 63" 6 7 53.33 75.00 75.00 75.00 3.- SHUTTERS ARE NOT REQUIRED. y O py 74• B 53.33 62.00 62.00 82.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4. DIAM. ULTACON BY ELCO 24' 3 53.33 120.0 60.00 120.0 WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE//MASONRY AND 3 1/2" MIN. EDGE DISTANCE. PP44 FOR ATTACHWENT INTO 2 BY OR WOODEN STRIICTYIRE USE 1/4 DIX ULTRACON BY ELCO Q 36" 4 53.33 120.0 80.00 120.0 WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS 48" 24' 6 3 53.33 120.0 80.00 120.0 WITH 1" MIN. EDGE DISTANCE. 1. 7 $3.33 120.00 80.00 120.0 6.- CONCRETE STRENGTH f'c=3,200 pet MIN., CMU PER ASTM C90, FILLED CMU fm-2,000 pal MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 72' 8 53.33 190.110 80.00 90.00 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 24' 3 53.33 120.00 80.00 120.0 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8'. o ALUMINUM SHALL BE 6083-76. STEEL SHALL BE Fy= 36 KSI MIN. 38' 4 53.33 120.00 80.00 120.0 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 46' 38` 6 4 53.33 120.00 80.00 120.0 TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1. 7 53.33 99.90 80.00 99.90 11 AASSUSPECIFIED IN CONTACT SECTIONIT2003.8.41 OF THHEE2010 MC.IALS BE PROTECTED (Bl OTHERS) 72' 8 53.33 88.60 80.00 88.60 0: N � 36' 4 53.33 100.40 80.00 100.40 GLASSc 46" 6 53.33 93.90 80.00 93.90 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF ae' 6 0.125" HEAT STRENGTHENED CLASS WITH A 0.090" INTERLAYER bo• 7 53.33 87.00 80.00 87.00 FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. g 72' 8 53.33 74.30 74.30 74.30 LAMINATED BY TECNOGLASS, PRODUCT REVISED 38" 4 53.33 90.00 80.00 90.00 as ampiSda6with9wFhwIda DRAWING No. Buildihs Code •• ••• • • • • • •• AemptameNol2 0820.06a HSOB-01 ab` 80" 6 7 53.33 87.00 80.0 87.00 • • • • o e • • e Twim ate bo' 7 53.33 83.40 80.0 83.40 •• • •e • 0.. BY DATE:03-14-08 • • • • • • • • m 'B...IZ+1 SCALE: 1 2--l' 72" 8 53.33 87.80 87.80 87.80 •• •r• •• • • • •• FRANCISCO HERNANDEZ FLb(NIQA PE 1393 SHEET 1 OF 7 --wwv 969 eve •• %• % • •• • • • • • • • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f. IMPACT IMPACT DESIGN PRESSURES CHART-PSF GLASS GLASS BEAT STRENGTHENED LAMINATED IMPACT ---------- RESISTANIGLASS 17 W.33rd PwWo 33012 WINDOW ANCHOR HURRICANE PROCrEGFION Z.(.,06)364-9952 DIMENSION SCHEDULE is NOT REQUIRED Fm(30S)SM-5118 PER PER 1314"SELL 3"SHL, z ---------- ---- HEAD SILL ims EXT. INT. *0 7e 38 3/e 11 6 53.33 00.00 80.00 90.00 8 153.33 90.00 80.00 90.00 -FALSE MUNTINS (SURFACE APPLIED) 74* SO 8/9" 11 MAY BE USED 37- 6 53.33 90.00 80.00 90.001 3 1/8- 1 63- 8 9 53.33 90.00 ao.00 oo.00 Vl 53 11W MAX MAX. 7e 53.33 85.20 80.00 85.20 WINDOW WIDTH . ........... Sunshine Windows kidocung IIII: 45 ple- 11 7 53.33 90.00 80.00 90.00 Pi 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (XO) so* 9 9 .53.33 90.00 80.00 90.00 G]XNERALNOTESt Ri 72' 1-1 1 53.33 90.00 80.001 90.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 TBC. W) Mal 2.- CONFIGURATIONS OX AND XO. 3- SHUTTERS ARE NOT REQUIRED. py 4- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 0 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DKM. ULTACON BY ELCO WITH 1 1/4" MIN. EMBIPMENT INTO CONCRETYMASONRY AND 4 1IX MIN. EDGE DISTANCE. C FOR ATTA BY OR WOODEN STR CTYRE USE 1/4 D ULTRACON BY ELCO 0 1 15P 2WENT,INTO WITH MIN EMBEDMENT IWO WOOD AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4' DIAM. GRADE 5 SHEET METAL SCREWS WITH 1* MIN, EDGE DISTANCE 6.- CONCRETE STRENGTH fc-3,200 psi MIN., CMU PER ASTM CIDO, FILLED CMU fm-2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KS] MIN. AS REQUIRED. S.- 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 6063-T8. STEEL SHALL BE Fy- 36 KSI MIN. 10- 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 F13C. GLASS:0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. Zo LAMINATED BY TECNOGLASS, PRODucr REVISED . aePjyjeg with*0 Flame DRAWING No. BWldfi*c4& 00 0 0: 0 09 tmm Aowp,ee,No 1.1.4050.o(o HS08-01 DATE:03-14-08 * . . . 0By Prod" SCALE: FRANCISCO HERNANDEZ FLORIDA PE 51393 SHEET 2 OF 7 4:0 '000 :o 0 fe• : a 0 0 • 0.: :0 • :9 0.0 0:0 0:0 00 12 13 40 B iS 18 SURS{IIRE,Y�UI(fOtY3 MORUfOCfuft IRC. 1745 W.33rd Plea HlWW4 ROAdd 31012 5 Ph:(MB)304-9052 21 20 F":(305)aB-5118 ———— ———— 14 y 444 WINDOW WIDTH HORIZONTAL SECTION rn y F O t c d 1B 5 2017 B x B SO 18 3 N O 8 (2) 2"WEEP 2 M HOLES M 1 B 3 to ffik '� VERTICAL SECTION (2) r oL�Es 2 M WITH SILL RISER " PROMIM REVISED VERTICAL SECTION a coamtyft wBb 1113 Fhma DRAWING No. •• ••• • • • • nc�cePieorg HS08-01 • • • • .00 • • .00 ii�ton 8 •0 0• •• • • • • • DATE:03-74—OS • • 0.: • • • • • • 97 ttv. SCALE.- FRANCISCO CALE: •• ••• •• • • • •• �CISC PHER g 393 SHEET 3 OF 7 +tial. •• • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,i}:art{}fi4{:<• MATERIAL LIST MATBRIAI.LIST v.�:•»rxt;;r. .1:11•::1::.:,::r:: 'T1EMe PARTS REQD. DESCRIPTION MATMan ITEM# FART REQD. DESCRIPTION MATMUAL 'rirt•rt}ti f t'rS v-i 1 SW-019 1 FRAME HEAD 8083-1`5 13 SW-016 1 MOVING SIDE RAIL. 8083-TB 2 SW-019 1 FRAME SILL 8083-TS 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 3 SWXXX21 1 INSERT TRACK 8083-TS 18 SW-887 AS RQD LATCH ZINC Surdilt8 W1ndo�s Manufaduft Inc. e SW-012 2 SLIDER TOP/BOTTOM RAIL 8063-TB 18 SW-S10 2/SILL RETICULATED FILTER FOAM 1745 W.33rd Place Kee04 33011 8 SW3019 AS ROD FIN SEAL PILE FELT 17 SW40771 1 SILL RISER 8083-TB ft(S�a M„(305),364-895.78= e smiiw 2 WHEEL BRASS 1B SW-014 1 JAMB TO FIXED PANEL 8083-T5 Fina(305)92e-6t 16 9 LBW-017 1 MOVING MEETING RAIL 6063-15 19 — AS ROD SILICONE PEC.-886 OR SIMILAR 10 SW40111 1 FIXED MEETING RAS. 6063—TS 20 SW-101 AS ROD IMPACT GLAZING BEAD 6063—TB . 11 SW-AS AS RQD ASSEMBLY SCREWS p 8 X 1'SMS. 21 SW-SIL 1 3/8-X 3/4'FLAT BAR STEEL In 12 SW-013 1 JAMB TO MOVING PANEL 6063-T5 22 SW-AS 4 1 ASSEMBLY SCREWS /8 X 2 1/2'SMS, V 0.912 1.626-•� T 0.050 0.982 T 9.394 2FLf ,.676 I A , 60 ,•?� 0.396 -ILL � LL]y P�4 osla�— 1.71.7 a.L 2.077—i G SSWWN0m 18 {S �y FIXED MEETING RAILMOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL 6083-T5 SW-40111 SW-017 SW-014 SW-013 �3 8063-T5 8083-T5 8063-TS 6063-T5 0 I 0.076 1•00 0.592 x 2.78 0.052 1.750 1.877 .0 80 382 0.050 0.810 2.00 ,.0000 FRAME HEAD AND SILL MOVING SIDE RAIL SILL RISER INSERT TRACK SLIDER TOP AND BOTTOM RAIL SW-019 S 5 1 21 SW-0128063-T5 60TB 8083gB083-T5 8083-T5 a PRODUCT REVISED as complying with theFkrLts DRAWING No. 310—Cade •• ••• • • • • • •• AccoptmmN—o2.0 HS08-01 • • • • • • • • • E •m Daw /8 • • •• • • • • • DATE:0.7-14-08 • • • • • • • • • Muua Ptodw ;s—li—IT— SCALE-1 2'm1' •• ••• •• • • • •• FRANCISCO'HERNANDEZ RIPAI HEI# 81393 SHEET 4 OF 7 • • • • • • • or • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2" MIN. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS '`"` `'''1'''9'""'• ItREFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS '•�'+ ••++s-- 1/4'ULTRACON 1 1/4°MIN. EMBEDMENT INTO MASONRY ON SHEETS OF THROUGH 1 BY WOOD BUCK. TYPICAL ORiHFAD7 AND Z OF 7) (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS 4• REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS a4.• 1'', ON SHEETS 1 OF 7 AND 2 OF 7) Sunshine Windows : TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. it(DnufOClUritlg,Inc. ::,^: ' :.:'`:: •`:' MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS Wale W.33rd Plows TO THE STRUCTURE,SHALL BPh:( E APPROVED )36 ]3012 BY BUILDING OFFICIAL PRIOR TO Ph: 3064-6�2 WINDOW INSTALLATION. Fmc(30a)82•-at to 1 BY WOOD BUCK BY OTHERS. , MUST BE PROPERLY ATTACHED TO y TRANSFER GLAZING SYSTEM LOADS t/) TO THE STRUCTURE, SHALL BE APPROVED a6 BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. DETAIL A DETAIL B F ATTACHMENT TO MASONRY ATTACHMENT TO WOOD p ~ y W 1/4'SMS THROUGH METAL. d (FOR MAX.ANCHOR SPACING AND NUMBER y Q OF ANCHORS REFER TO ELEVATIONS AND FtYNii DESIGN PRESSURE CHARTS ON SHEETS 1/4'SMS THROUGH METAL 1 OF 4 AND 2 OF 4). O (FOR MAX.ANCHOR SPACING AND NUMBER A1W TYPICAL FOR HEAD. �y OF ANCHORS REFER TO ELEVATIONS AND MIAMI-DCOUNTY APROVED DESIGN PRESSURE CHARTS ON SHEETS -`MULLION. (UNDER SEPARATE APPROVAL) 1 OF 7 AND 2 OF 7). r__ _=— TYPICAL HEAD. Opo N N gn a —Ifyl I DETAIL C 1 $ r DETAIL C ATTACHMENT TO MULLION PRODUCT R13v1tiD DRAWING No. ATTACHMENT TO METAL STRUCTURE as comp1yi98'wUh tho F 0 (STEEL OR ALUMI. 1/8'MIN. THICKNESS) •• ••• • • • • • •• Btdift8Code HS08-01 • • • • • • • • • Ampt000 No • • •• • • • • • Ex' Cato DATE:03-14-08 TYPICAL HEAD SECUONS.: •.: •.• : : •.• MIS 3—ty_tz scALE: , 2'=,' FRANCISCO HIERNANDEZ SHEET 5=.F 7 F RIDA 51;393 •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • il•ii;•iiii:} ••:•tl�ii Sunshine Windows g J Manufmtufmo,Inc. 2 1748 W.33M Plum �N 77 Weak Florida 33012 !p Pk(308)384-9882 \ Fae(308)828-8118 ' ° q A ..,.1�"'11`^�kti 3/4'MAX.NON—SHRINK GROUT • e• •a' e .e <•.b >p% •.;�;tOR 1'BY WOOD BUCK 2 BY WOOD BUCK BY OTHERS. < \ MUST BE PROPERLY ATTACHED TO DC, " f e' ° a .•.. < TRANSFER GLAZING SYSTEM LOADS e, e \ N ..•• Iy1 • • TO THE STRUCTURE SHALL BE APPROVED a a• a BY BUILDING OFFICIAL PRIOR TO .10 2 1/2" MIN. _2 1/2" MIN.— WINDOW INSTALLATION. 1/4-ULTRACON 1 1/2-MIN. PENETRATION INTO WOOD. . 2°1/2" MIN. 2 1/2" MIN. (FOR MAX.ANCHOR SPACING AND NUMBER 1/4"ULTRACON 1 1/4" MIN. EMBEDMEM OF ANCHORS REFER TO ELEVATIONS AND INTO MASONRY THROUGH 1"BY WOOD BUCK C'J DESIGN PRESSURE CHARTS ON SHEETS OR NON-SHRINK NON-MEfALUC GROUT F 1/4-ULTRACON 1 1/4- MIN. EMBEDMENT INTO MASONRY (FOR MAX.ANCHOR SPACING AND NUMBER 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. tn (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND � REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. % DETAIL D DETAIL E DETAIL F ATTACHMENT TO PRECAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOODrA O �y x MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) r= I II 1/4-SMS THROUGH METAL �- 1/4'SMS THROUGH METAL. (FOR MAX.ANCHOR SPACING AND NUMBER MIN. FOR MAX.ANCHOR SPACING AND NUMBER OF 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 L 7). 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL z4^ TYPICAL FOR SILL. DETAIL 0 DETAIL G I PRODUCT REVISED DRAWING No. as complying w1U1 Ella Ftalde ATTACHMENT TO METAL STRUCTURE ATTACHMENT TObltIIXON • • • • • •• Building Coda — HS08-01 (STEEL OR ALUM. 1/e-MIN.THICKNESS) (STEEL OR ALUM. 1/8s MIN.THICK."•� � � � � � & • ••• • iM DWA • •• • • • DATE:03-14-08 TYPICAL SILL SECTIUX S•.: '.: •.• : ..• Miaod Y-126-1if— SCALE: , 2•-," FRANCISCO HERNANDEZ SHEET 8 OF 7 FLORIDA Pt-:# $1393 11 • • • • • • • • so • •• • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. ?+s%5ti 2 BY W000 BUCK BY OTHERS. SHIM SP E MUST BE PROPERLY ATTACHED TO •a..;;;;;r;;:. TRANSFER GLAZING SYSTEM LOADS 1/4"MAX. .::::. •». TO THE STRUCTURE. SHALL BE APPROVED SHIM SPACE ,•,••:yr:7i`'::'::':::;: : BY BUILDING OFFICIAL PRIOR TO ;:$:j{jj�.Y:-0:iA•}:•S:i{•{ WINDOW INSTALLATION. ra Sunshine Windows ' 1/4'ULTPACON 1 1/2'MIN. PENETRATION INTO WOOD. �OnUfOCtUTIII i116 (FOR MAX.ANCHOR SPACING AND NUMBER �r Plan Pl 1 1/4" OF ANCHORS REFER TO ELEVATIONS AND t/4"SMS THROUGH METAL WDA,1748 W Fl3 Ma d 33019 an DESIGN PRESSURE CHARTS ON SHEETS Iba)d44�� MIN. t OF 7 AND 2 OF 7). (FOR MAX. ANCHOR SPACING AND NUMBER Ptd I"(303)a9E-ett• 1/4"TAPOONS 1 1/4'MIN. EMBEDMENT TYPICAL FOR JAMBS' OF ANCHORS PRESSREFER CHARTS VA SHEETEAND INTO MASONRY THROUGH 1"BY WOOD BUCKON 6 OR NON SHRINK NON METAL( METALLIC 1 OF 7 AND 2 OF C GROUT DETAIL TYPICAL FOR JAMBS,OF7) ° 0F ANCHORS REFER TO ELEVAR MAX.ANCHOR PACING TIONSUMBER ANO ATTACHMENT TO WOOD DESIGN PRESSURE CHARTS ON SHEETS 1 OF7AND 2OF7). •p TYPICAL FOR JAMBS. DETAIL J p l.-J; 'a'':, ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8'MIN. THICKNESS) o� DETAIL H v1 ATTACHMENT TO MASONRY W GLAZING DETAIL y p. 0.090"DUPONT BUTACTTE PVS O 1//8"HEAT t HEAT {y 1/4-SMS THROUGH METAL STItDJGTHENED STRENGTHENED rW7 (FOR MAX.ANCHOR SPACING AND NUMBER 0 OF ANCHORS REFER TO ELEVATIONS AND I.iy DESIGN PRESSURE CHARTS ON SHEETS 1+1 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. 3/8'GLASS BITE (TIPICAL) MKMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) SILICONE PECORA 895 —-�j OR SIMILAR li it GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.080- INTERLAYER a FILM DUPONT BUTACTTE PV8, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS. PRODUCT REVISED ATTACHMENT TO MULLIONS DETAIL W ComPIft Wqh Ido Florida DRAWING No. •• ••• • • • • •• BaildingOade HS08-01 • • • • .0. • • • Accopteuoe Na • • •• • • • • • Iratbai7aze � � DATE:03-14-08 .06 TYPICAL JAMB SEC CONS•: ••i ••• i i ••• Mi -tz-tom scALE t z'.t" FRANCISCO.'HERNANDggZ SHEET 7 OF 7 FLDJI Pq•#\6139U • • • • • • • • • • • • •• • • • ••• • •• • ••• • •• ••• •• •• ••• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADE MIAMI-DADE 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) w-wxy.miamidade.Qovieconom.v 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 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 112001" 81-0"Outswing Aluminum French Door—L.M.I. APPROVAL DOCUMENT: Drawing No.FD01-13,titled"Series 2001 Aluminum French Door-Impact Resistant Glass,sheets 01 through 08 of 08,dated 04/02/08,with the latest revision dated 04/19/14,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E., bearing the Miami—Dade County Product Control Section 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 ar log8,'ai1q. state •• series, and following statement: "Miami—Dade County Product Control Approved""%18ss otherwise note • herein. •••••• • REVISION of this NOA shall be considered after a renewal application has beed Alled'and theievas beetr•;••• no change in the applicable building code negatively affecting the performance of t6g psaduct. ..•• ;•; "' 9 69 TERMINATION of this NOA will occur after the expiration date or if there has Ne$a revision or change•• •.• in the materials, use,and/or manufacture of the product or process. Misuse of thiMUAB as an pndorsement,...:. of any product, for sales, advertising or any other purposes shall automatically ter�inate this 30W.'Failure. • to comply with an section of this NOA shall be cause for termination and removal• :9600: 01 p Y Y 4CXA. ... ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, FMridi, 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 No. 13-0416.16 and consists of this page 1 and evidence pages E I and E-2,and Green Sustainable Attributes(GSA)page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. r' UNTY NOA No. 14-0109.06 QMIAMMI-DAMrOCOExpiration Date: May 08,2018 t Approval Date: May 08,2014 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. FD01-13,titled"Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19114,prepared by manufacturer,signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test report 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 b) Forced Entry Test, Side–Hinged Door Systems, per FBC, chapter 24113.2.1,TAS 202-94 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. FTL-7262,dated 05/15/13,signed and sealed by Marlin D. Brinson,P.E. 2. Test report 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,chapter 2411 3.2.1,TAS 202-94 and per AAMA 1304-02 :...:. 000000 along with marked–up drawings and installation diagram of:a—AiuminV,p Winging WW rt Door, prepared by Fenestration Testing Laboratory,�juQ,:Test:Welaort Na••••• FTL--3399,dated 08116/02, signed and sealed by Joseph C. Cliaxi;F.E. : (Submitted under previous NOA No. 02-1104.03) 000000 :..... . . C. CALCULATIONS • 000 0 00 1. Anchor verification calculations and structural analysis, conWlyia with the Florida -, BuildingCode prepared, dated 10/15/13 signed and sealed � Fxa;cisco• """ , p p g bS' .�r>�ndez, P. E. 2. Glazing complies with ASTM E1300-98/04 00 0 D. QUALITY ASSURANCE 1. Miami–Dade Department of Regulatory and Economic Resources(RER). f' a Jaime.D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08,2018 Approval Date: May 08,201# E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P. E. 2. Statement letter of no financial interest and independence, issued, dated 12/05/13, j signed and sealed by Francisco Hernandez,P.E. 3. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262,dated 05/15/13, signed& sealed by Marlin D.Brinson,P.E. 4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399,dated 04/24/03, signed and sealed Joseph C. Chan,P.E. (Submitted underprevious NOA No. 021104.03) 5. Laboratory compliance letter 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 NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 13-0416.16,issued to Sunshine Windows Mantfacfring, sees: Inc. for their Series"2001 French"8—Ft.Outswing Aluminum: Ood Door—I .M.L, • approved on 05/09/13 and expiring on 05/08/14. •• ...... . ...... 2. NFRC U-Factor, SHGC, VT & Condensation Resistancts.0 mzputer Si.Rn.ulatioli ..•; Report on: DDFR "Test Procedure for Measuring the ;kma y St"Jbermal Transmittance of Fenestration Systems"of the series 2001 Ali iAhhtm glazed outswingoose*• . French door at all members, along with attached Descriptioo T;Dl;Abbr�irat...b)ns in..... Appendix, submittal Form and Drawings, marked—up by.Fj=stration.Testing •; Laboratory, Inc., Simulation Report No. FTL-7625, pages 0; to 0; of 0f,•ialuding" Miami—Dade County NOA No. 12--0209.05 approval drawingl, sheets 01'to 07 of 07;•••• dated 12/03/13 and signed by Jose Sanchez, NFRC C&I fred Sipi-4 it--In— Responsible—Charge(CSIRC). Jaime D.Gascon:E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08,2018 Approval Date: May 08,2014 E-2 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) _ SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami-Dade County, Department of Regulatory and Economic Resources(RER),Product Control Section(PCS). ID No. Simulation Report Product Glazing Components: G•8: G.9: No.: Description U--Value SHGC 01 -00 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01--04 1/4 CIear 1.07 0.56 01-05 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gra 1.07 0.41 01-07 FTL-7625 DDFR 1/4 Solex 1.07 0.43 02-00 . 1/8 clr./0.090 Saflex IIIG/1/8clr. 1.03 0.51- 02-01 1/8 clr./0.090 Saflex IIIG/1/8 bronze 1,03 0.45 0242 1/8 bronze/0.090 Saflex I110/ 1/8 bronze 1.03 0.40 02-03 1/8 clr./0.090 Saflex IIIG/1/8 gray 1.03 0.43 0244 1/8 grayl 0.090 Saflex IIIG/ 1/8 Way 1.43 0.37 03AO 1/8-SB60/0.090 PVB 1/8 clr. 1.03 0.32 04-00 1/8 Solar gray/0.090 PVB 1/8-SB60 1.03 0.31 05-00 1/8 Solar gray/0.090 PVB 1/8-SB70XL 1.03 0.27 • • • Le end • • • ' Abbreviations: Description: �� . • PVB Poly Vinyl Interlayer9609 • . :"•�: Saflex IIIG Clear Saflex Interlayer • •• ;""' .••.• c1r. Clear glass • •• • ••• ••••• SB60 PPG Solarban 60 or 70 #2 Surface T ical..' .' •.. •••••• SB70XL PPG Solarban 60 or 74 @#2 Surface Typical.•• •• ' • •••••• Jaime D..Gascon,Is:E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08,2018 Approval Date: May 08,2014 G-1 SEE INTERLOCK CLUSTER GENERAL NOTES: 5' 12" DETAILS ON SHEET 2 OF 8 VDMAX. MAX. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF 2010 FBC. ( 16 2.— SHUTTERS ARE NOT REQUIRED. 1— REFERENCE TEST REPORT FTL — 7262 DATED ON 4/15/2013. Y$UR9hl(IB WIOd01VS p 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE 90fdaduring,Inc. i CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON 1745 W.33rt Plcae 25 7/8/ 25 7/B" \ SHEETS 3, 4 AND 5 OF 8. NW ah.Flwtda 33012 MAX. D.L.O. MAX. D.L.O. \ • Ph:(305)364-9932 WI TH DTH \ iq 5.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN Fax:(305)928-alta AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE / 6Y�lco 6 AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW _ = INSTALLATION. w / J Ym 8.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF E.t ` M d GREATER DENSITY. a o "',3 15 PLAATfS 15 / \ to 7.- CONCRETE / MASONRY STRUCTURE FOR DOOR ATTACHMENT SHALL COMPLY \ 14 $ \\ 14 \ WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH fc'28 m 3000 PSI MIN. - CMU AS PER ASTM C90.-NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE U A \\ B /�\\\� iv A STRENGTH OF CONCRETE MASONRY UNIT OF 1900 PSI, zG� \ N /REV, - FILLED CMU fm' = 2000 PSI MIN. W < 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6083-T8. is 10 \ 10 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED 16 ( (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE FBC. 5" 12" 5" 12' TEESCL 16 10.- STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUGE IN W MAX. MAX, MAX. MAX. THICKNESS WITH Fy = 36 KSI MIN. Q W USTERDETAILSET 2 OF 8 11,- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS ddd 37" 72" REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION 1008.1.1(MEAS OF EGRESS) AND ►a MAX. SSIBILITY CODE, DOOR FRAME WIDTH 12 MAX. DOOR FRAME WIDTH 40 y,3 (CLEAR WIDTH AND FLORIDACC ELEARANCES). SECTION ELEVATIONS 12.- COLONIAL MUNTINS CAN BE APPLIED. 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. DESIGN PRESSURES 14,— USE NON—SHRINK, NON—METALLIC HYDRAULIC CEMENT GROUT PER ASTM MAX. DOOR DOOR LEAF DESIGN PRESSURE (PSF) C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. FRAME HEIGHT WIDTH EXT. (+) INT. INDEX OF DRAWINGS (NOMINAL) � 1 OF 8 : DOOR ELEVATIONS, DESIGN PRESSURES CHART, 3'-0" 77.13 77.13 GENERAL NOTES AND INDEX OF DRAWINGS. 8'-0" 2'-6" • 80.00 89.13 2 OF 8 : INTERLOCK CLUSTERS DETAILS 6'-6" 3'-0" 80.00 90.00 3 OF 8 : TYPICAL HEAD SECTIONS. 2'-6" • 1 60.00 1 90.00 i - 4 OF B TYPICAL JAMB SECTIONS. FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. z0 : 5 OF 8 TYPICAL SILL SECTIONS. FLUSH BOLTS: 2 p<tAW1 No, •• ••• • • PRVDUCfjtL'tt�\VGU F001-13 ( 6 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. 1,- TOTAL OF 4 (2 AT ACTIVE LEAT•AND 2 ATMNASNO +car�tlyygr+ilptl�Ftorula LEAF AT HEAD AND AT SILL OF%CH). • •• 1• 9C•de (� �� DATE:OS/18/2013 7 OF 8 : VERTICAL SECTIONS & MATERIAL LIST. •• • • A ca tc le le ` 2.-ALL DOOR FLUSH BOLTS SHALL EN • u 'on at O SCALE: N.T.S. Is • •- .. l CISCO HERNANDE 8 OF 8 : CORNER DETAILS. ORDER TO ACHIEVE THE DESIGN PRESSl7RES SHAH py_�� FLORIDA PE # 51393 SHEET 1 OF e ON THE CHART ABOVE. mini 1»Je Prudact Canlra • • ••• • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ................ ..... ............... Sunshine Windows Manufacturing,k. 1743 W.33rd Fqx HW-h.R.M 33012 DOUBLE DOOR DOUBLE DOOR DOUBLE DOOR Ph.(303)364-9932 CENTER UNE CENTER LINE CENTER LINE 4— 1/4'0 ULTRACONS I 4— 5/16'0 ULTRACONS ` 4 — 1/4'0 KWIK—FLEX WITH 1 1/4' MIN. EMBEDMENT WITH 1 1/2' MIN. EMBEDMENT SELF DRILLING SCREWS INTO CONCRETE. I INTO WOOD. �OEAADS BMEYOND WTHE ITH MIN' 3 P4 F 4" 4 4-141, " 4" 4" SUBSTRATE. W� 4 4., 4,. 4„ 4 4 00 C� A � z -0 r 00 a CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL u, INTERLOCK CLUSTERS DETAILS DRAWING No. (. POD CT FD01-13 © • 8t'll�'IYSC ° }�' 0q 0 dd ,�j. DATE:65/aTtSo 3 •• • �Cer :ry nce 80q.0 L 1 SCALE: N.T.S. •• ••• • •• FRANCISCO HERNANDEZ y FLORIDA PE # 51393 SHEET 2 of 8 p-%mi UnAc 1'Nducl 'mIIrol • ••• • ••• ••• ••• •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 1/2" 1/4"� ULTRACON WITH 1 1/4" MIN. 1/4"� ULTRACON WITH 1 1/4" MIN. 1/4"0 KWIK FLEX SELF DRILLING - MIN. EMBEDMENT INTO CONCRETE. 2 1 2" EMBEDMENT INTO CONCRETE. SCREWS THROUGH METAL FOR MAX. ANCHOR SPACING SEE / FOR MAX. ANCHOR SPACING SEE WITH MIN. 3 THREADS BEYOND EDGE DISTANCE MIN. 1" THE SUBSTRATE. ELEVATIONS ON SHEET 1 OF 8 AND ELEVATIONS ON SHEET 1 OF 8 AND ( EDGE DISTANCE MIN. FOR MAX. ANCHOR SPACING CLUSTER DETAILS ON SHEET 2 OF 8. CLUSTER DETAILS ON SHEET 2 OF 8. E.D. SEE ELEVATIONS ON SHEET 1 OF 8 ?::.."'`"'?'. ` y`'''-"• AND CLUSTER DETAILS ON t 1 SHEET 2 OF B. $unsHnS Windows �z ( Monufocluing,Inc. i r 1745 W.33rd t� d I " < d r Mleah.Flo04 33012 r Ph:(305)394-9952 4 � r —— r� Fox{30828-8118 BY WOOD BUCK BY y y OTHERS MUST BE PROPERLY SEALED AND a 4 Ti ANCHORED TO 4 T1 'a z LF ti \ o TRANSFER LOADS TO s lI THE STRUCTURE AND II � i METAL STRUCTURAL MEMBER BY A I I 7/8" MIN. APPROVED BY BUILDING I I 7 8" MIN. OTHERS SHALL BE MINIMUM 18 I I FLUSH BOLT OFFICIAL PRIOR TO I I FLUSH BOLT I I GAUGE AND SHALL WITHSTAND I I ENGAGEMENT DOOR INSTALLATION. I I ENGAGEMENT I I ANCHOR SHEAR FORCES. U U { HALL BE INTO FRAME I { INTO FRAME I I APPROVED BYINSTALLATION SBUILDING THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" I I OFFICIAL PRIOR TO DOOR HOLE. HOLE. INSTALLATION. N W EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR d ATTACHMENT TO MASONRY ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. THROUGH I X WOOD BUCK WITHOUT WOOD BUCK `" O 1" 1" 1/4"O KWIK FLEX SELF DRILLING MIN. ►a MMIN.IN. SCREWS THROUGH METAL I 1 WITH MIN. 3 THREADS BEYOND MMI-DADS COUNTY THE SUBSTRATE. -�i� f WOODEN STRUCTURE OR APPROVED MULLION. FOR MAX. ANCHOR SPACING �? 2 X WOOD BUCK (BY OTHERS). 1/B"MIN.THICKNESS. SEE ELEVATIONS ON SHEET 1 OF 8 �� WOOD BUCK MUST BE PROPERLY (UNDER SEPARATE N AND CLUSTER DETAILS ON ATTACHED TO TRANSFER GLAZING SHEET 2 OF 8. SYSTEM LOADS TO THE STRUCTURE 1 4" ULTRACON WITH 1 1 2" AND APPROVED BY BUILDING g / / OFFICIAL PRIOR TO WINDOW MIN. EMBEDMENT INTO WOOD. x INSTALLATION, zz v= FOR MAX. ANCHOR SPACING SEE n ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF B. I I 7/8" MIN. FOR CLUSTER USE 5/18"0 I I { I FLUSH BOLT ULTRACON WITH 1 1/2" I l 7/8" MIN. I { ENGAGEMENT MIN. EMBEDMENT INTO WOOD. { { FLUSH BOLT INTO FRAME { { ENGAGEMENT II THROUGH 1" X 5/8" II INTO FRAME $ I I HOLE. I I THROUGH 1" X 5/8" INTERIOR EXTERIOR HOLE. DRAWING No. t EXTERIOR ZNTE.RLOE2 �Rwl'lyl'a'ithtVHD FD01-13 ps a%•ntdymg.viva ttus Plotid9 DATE:05/18/2013 TYPICAL HEAD SECTIONS •• • • . miniµ"sC"d` (y ` • • • • •••AMPIViez No Z•0� C�..-io 1 SCALE; N.T.S. T I -- • • • . . . . ix�,� Z 18 EZ ATTACHMENT TO MULLION AT1•A'CH1�PLtNTZb WOOD By_„ FLORIDFRANCIA PE � 51393 sHEEr 3 GF s tvlinmi Wde Product Contm • ••• • ••• ••• ••• • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • 6:6 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" X WOOD BUCK BY OTHERS MUST BE 1AX. SHIM PROPERLY SEALED AND ANCHORED TO MAX' (TYP) - ' TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). Sunshine Windows a DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING Manufacturing,Inc. 1/4"0 ULTRACON WITH 1 1/4" MIN. SYSTEM LOADS TO THE STRUCTURE 1741 W.33rd Place HialEMBEDMENT INTO CONCRETE. AND SHALL BE APPROVED BY Plu(3ah,5)384nwwo 39012 a FOR MAX. ANCHOR SPACING SEE ELEVATIONS BUILDING,OFFICIAL PRIOR TO Pe:(301)314-5118 �. ON SHEET 1 OF B. WINDOW INSTALLATION Few(311)1ae-1115 1 1/2- 1 ' '/4" INTERIOR 1/4"0 uLTRAcoN WITH 1 1/2" MIN. INTERIOR MIN. MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE / a H r-- ELEVATIONS ON SHEET 1 OF 8. O Vrl MIAMI—DADE COUNTY L A a° APPROVED MULLION ( N (UNDER SEPARATE NOA) V u 1Zo o EXTERIOR EXTERIOR z C-4 ,M1//4 SHIM 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. ATTACHMENT TO WOOD 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE METAL STRUCTURAL MEMBER BY ELEVATIONS ON SHEET 1 OF 8. �i OTHERS SHALL BE MINIMUM rA ATTACHMENT TO CONCRETE 1/4" SHIM 18 GAUGE AND SHALL WITHSTAND MAX. THROUGH 1 X WOOD BUCK ANCHOR SHEAR FORCES. rn INTERIOR � INSTALLATION SHALL BE APPROVED + BY BUILDING OFFICIAL. PRIOR TO DOOR INSTALLATION. 1/4-0 KWIK FLEX SELF DRILLING z d SCREWS THROUGH METAL WITH MIN. n� w 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE 1/4" ULTRACON WITH 0 ELEVATIONS ON SHEET 1 OF 8. 1 17" MIN. EMBEDMENT 1/4" SHIM EXTERIOR k INTERIOR INTO CONCRETE. MAX. (TYP) FOR MAX. ANCHOR SPACING a SEE ELEVATIONS ON ATTACHMENT TO MULLION SHEET 1 OF 8. T 96 d' 1/4" INTERIOR EXTERIOR ATTACHMENT TO METAL STRUCT. a Z �Zo TYPICAL JAMB SECTIONS DRAH7NG No. EXTERIOR •• o C, •• { +� FD01-13 w • • c 1yl +til m 5ige)-18 `y`—VJATTACHMENT TO CONCRETE '. .; o , p p� DATE:GS/16/2013 �`�� Z�IJI" SCALE:WITHOUT WOOD BUCK ••• ••• n FRRANCISCO E 5NDELORIDA SHEET 4 of e Miami DaAc ProAec1 Comml •• •% %• •• • % • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL WATERPROOFING. - WATERPROOFING DESIGN, - MATERIAL AND INSTALLATION BY $Ut1311Fn0 Windaw9 HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS. MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. MonufDCtUdn$ In. NON SHRINK, NON METALI I I NON SHRINK, NON META I ( 1745 W.33rd Plan PER ASTM F 1117. I I PER ASTM F 1117. I I Ph1(305)384-9952 1 I Fm(305)828-5118 EXTERIOR i i INTERIOR EXTERIOR i i INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK BY OTHERS. ILLI II WOOD BUCKS MUST BE PROPERLY ATTACHED TO 7/8" MIN. f TRANSFER GLAZING SYSTEMFLUSH ENGAGEMENT a APPROVED BYLT LOADS TO BUILDING RE AND O (rr�� INTO FRAME °' a 7/8" MIN. OFFICIAL PRIOR TO WINDOW A p4 HOLE. 1" X 5/8" FLUSH BOLT a a ENGAGEMENT iv / INSTALLATION �" H \� 1/4"0 ULTRACON WITH 1 1/4" MIN. INTO THROUH FRAME" X 5/8" \ ``� / z ot EMBEDMENT INTO CONCRETE. a'r o FOR MAX. ANCHOR SPACING SEE HOLE. a ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1" 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. W FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. i� ATTACHMENT TO CONCRETE MIN. EDGE DIST, FOR INTERLOCK CLUSTER USE 5/8"0 ULTRACONS WITH 1 1/2" rA SHEET2EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON ATTACHMENT TO WOODMETAL v' O OTHERS SHALL BE MINIMUM MEMBER B GLAZING DETAIL HIGH STRENGTH GROUT. 18 GAUGE AND SHALL ►a MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR NON SHRINK, NON METAUC I I FORCES. INSTALLATION SHALL 0.090" PVB INTERLAYER PER ASTM F 1117. I I BE APPROVED BY BUILDING 1/8" HEAT BY E.I. DUPONT. I I OFFICIAL PRIOR TO DOOR STRENGTHENED 1/8" HEAT INSTALLATION. GLASS STRENGTHENED EXTERIOR INTERIOR GLASS EXTERIOR ARCHITECTURAL PERIMETER (OPTIONAL)M 1/2" GLASS BITE ° 7/8" MIN. (MINIMUM) I EFLUSH BOLT NGAGEMENT TYPICAL SILL SECTIONS sLwcoNE DOW CORNING 899 INTO FRAME ---1/4"0 KWIK FLEX SELF THROUGH 1" X 5/8" DRILLING SCREWS THROUGH $ HOLE. METAL WITH MIN. 3 THREADS : z° BEYOND THE SUBSTRATE. 1„ FOR MAX. ANCHOR SPACING \ SEE ELEVATIONS ON SHEET 1 OF 8 AND DRAWING No. IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. •• ••• p$oU�Gr� w • ••• FD01-13 (. • • ��Cylgyl��e:i li�lm' n� �O� DATE:05/18/2013 ATTACHMENT TO METAL •• �e1, ® 2S LI-1 �p f scuE: N.r.s. ••• ••• , `� FRANCISCO HERNANDEZ —� FLORIDA PE 111 51393 SHEET 5 of 8 • • • • e e • • •00 • • • • • • •• • •• • • •• 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 14 IS - 2 /_.N INTERIOR 2 Sunshine Windows B Manufacturing,Inc. 3 5 12 12 5 16 3 7 16 512 12 5 13 1745 W.33rd Pl..Malwl% 3312 Ph:(30)364-0052 F-:(35)628-5118 r r O 6 EXTERIORFa O A 9 6 O REV, DOUBLE DOOR FRAME WIDTH U INSTALLATION NOTES 1.- FOR ANCHOR MAX. SPACING SEE DOOR ELEVATION ON j SHEET 1 OF B. F� 15 14 2.-FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE 2 SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, ( 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 2 INTERIOR B 1 X WOOD BUCK USE 1/4"0 ULTRACON BY ELCO B 13 5 12 5 16 WITH 1 l/4" MIN. EMBEDMENT INTO CONCRETECT AND 2 1/2" MIN. EDGE DISTANCE. ►� 4.-FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 5.-FOR ATTACHMENT TO WOODEN STRUCTURE OR LA 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND O 6 EXTERIOR O I" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL} 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) SINGLE DOOR FRAME WIDTH OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. 7.-USE HIGH STRENGTH, NON-SHRINK, NON-METALLIC GROUT (MIN 3 KSQ BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. HORIZONTAL SECTIONS aw+wtNc No. •• .•• . • P�wouar ttsnrtvtlD+ FD01-13 •ts clnpl},rg Lith tRe Plarida • • •• Y3uiRiuB foddo • � DATE:05/1612013 • •• • •ACC�IniACI:S� lnlZO O ' • • • • f�yy►,Ai SCALE: N.i.S. •• 000 •• • FRANCISCO HERNANDEZ Isy FLORIDA PE # 51393 SHEEP a OF B Miani Dnde Product Canlro • • • • • • • • • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• 0 0 • ••• • • MATERIAL LIST No PART OTY PART DESCRIPTION MATERIAL 1 073-48913 1 FRAME HEAD 6063—T6 . SEE NOTE 1 2 GAS-46912 2 FRAME JAMB 6063-76 .S90SItlnB Windows 3 GAS-46915 ON SHEET 7 OF 8 - g 1 FRAME SILL 8063—T8 X16 o nng,Inc. 4 OAS-46914 4 PANEL TOP AND BOTTOM RAIL 6063—T8 1745 W.33rd Place GAS-48910 4 PANEL STILE 6083—T6 Maleate•Flarldo 33012 5 P1.:(305)364-91132 1 6 GAS-46917 3/LEAVE HINGE 6063—T5 Fa:c(305)M-5118 O LLI 7 GAS-48818 1 ADAPTER 8063—T5 6 GAS-40928 AS REQ'D FLAT FILL COVER 6063—T5 I 1 3 1 9 OAS-46911 OPTIONAL PERIMETER TRIM 6083—T5 10 1LY73 AS REQ'O i1 10 X 1'SCREWS GRADE 5 STEEL 0 1 6 I 1 1 11 IM818 AS REQ'D # 10 X 1 1/2'SCREWS GRADE 8 STEEL 4 INTERIOR 12 SEALANT AS REQ'D DOW CORNING 899 SILICONE A EXTERIOR 13 W33321NKD020 AS REQ'O ULTRA FIN WEATHERSEAL BY ULTRAFA13.187 X.320 POLYPROPYLENE ►>� F I I 1 1 14 RA-209OL3RZAB38P 1 LOCK(LATCH) ZINC U U 15 RA-209DZlABBP 1 LOCK(DEAD SOLT) ZINC �] 1 16 FLUSH BOLTS 2/LEAVE FLUSH BOLTS ZINC/STEEL o Ld LAMINATED L.M.I.RESISTANT GLASS 17 X109HT-100 AS REO'D D SECTION FOAM RUBBER SEAL EPDM (1/8'H.S.GLASS+ 0.09 PVB+ 1/8'H.S. GLASS) N 9 BY E.I. DUPONT 1 r- S 078 o t` ` m Q 11 N o =L N 16 I 4 0 1-1 5.00 5.00 5.00 Il 11 3 r EOif ,j1, 13 10 1� O I I N I�_11'_ SEE NOTE 1 10 o n 01.908° n��"p'-6233 0 ON SHEET 7 OF 6 I 4.00 I I 4.375 VERTICAL SECTIONS 00 o o ® o s M o a o � NOTE: $ 1.- 7/8'MIN. FLUSH BOLT ENGAGEMENT. DRAWING No. 3.50 .857 FD01-13 •• +•• P UEUCT1�N221VID•• • • •os um YtartlAlhe Ronde / DATE:05/18/2013 ® • •• !J�A cp1R �"•(2 Q "1'I !� ("T SCALE: N.T.S. ••• •• •• 1 ' °i10 • G7 FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEEP 7 OF 8 • ••• • ••• ••• ••• • • ••• • •• • •• • • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TOP CORNER r 2 10 BY 1" PH. PAN HEAD SMS TOP CORNER 2 Sunshine Was 10 BY 1 1/2' PH. FLAT HEAD SMS Manufacturing,Inc. 1748 W.33rd Placa Nblcah,flarHa 33012 Ph:(305)384-9952 \ Fow(305)828-6118 Ool F A4 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS M O (� � a 2 10 BY 1" PH. PAN HEAD SMS \ BOTTOM CORNER BOTTOM CORNER 0 DOOR FRAME CORNERS DOOR PANEL CORNERS g SCALE: NTS SCALE: NTS Q ORAYflNG No. •• ••• ••P ouc*,a:?;• ISW •• r �W"V F008—Q1 ti� t t 1yi �>� M•::ti•:w Woriy �® g�� T :,„�r�-R • � pATE:05/16/2013 • • • A ,�.w //+.1� (�� j�LF SCALE: N.T.S. 00 000 FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 8 OF e • • • • • • • • • •• • • • •• • • of • • • • •••• •• • •• •• •• •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 • MIAMI. DADIc MIAl1It-DADtj 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 1:(786)315.2599 NOTICE OF ACCEPTANCE (NOA) _ rv.vw.nriAmtdade.govrscQpomv ES Windows,LLC 10653 N.E.QuaybOdge Ct, Mlaml,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County ICER - Product Control Section to be used in Miami Dade County-and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall riot 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, (fie 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 7onc. DESCRIPTION: Series"1500"Ahuninum Fixed Window-L.M.I. APPROVAL DOCUMENT. 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 Ai—Farooq Corporation, signed and sealed by Javad Ahmad, P.H., bearing (lie 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 ImpaetResistant: LABELING: Each unit shall bear a permanent label with the manufacturer's namc or logo, city, state, modcl/series, and following statement: "Miami-Dade County Product Control Approved", unless otlrerivise noted herein. • ...... ...... RENEWAL of this NOA shall be considered after a renewal application has beer;UIeti Ord the:%ling been •• no change in the applicable building code negatively affecting the performance of04F p educt. : '••' ••••:• TERMINATION of this NOA will occur atter the expiration date or if there has berm,ftvision orthange :.••• in the materials, use, and/or manufacture of the product or process.Misuse of this MAW an a s;rt#jent • of any product,for sales,advertising or any other purposes shall automatically tetmiiitUthis NdA.Fa Llure ..:..' to comply with any section of this NOA shall be cause for termination and removal PlU • •• •• •• • ••••s• ADVERTISEMENT: The NOA number preecded by the words Miami-Dadq.1;gvsty, Flori&, and • followed by the expiration date may be displayed in advertising literature. If all;poition of the..q(tA. is •••••• . displayed,then it strati be done in its entirety. ��•�• INSPECTION: A Copy of this entire NOA shall be provided to the user by Me inallufactW1erZ;its distributors and shall be available for inspection at the job site at the request of the Building Officials o This NOA renews NOA1112-0223.41 and consists of this page I and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r 1 € f NOA No. 13-0617.26 IAMI DAq> Cd f�il Expiration Date: November•06,2018 Approval Date, September 19,2013 Page I ES Windows,LLC NOTICE:OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sttbjutlted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Series-1500 Al.utninttm mixed Window (L.M,I.)", sheets I through 7 of 7, dated 07/31/03, with revision E dated 12109/11, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.F. (Subtrtilted under prevlousNOA No. 12-0223.41) B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Matic Air Pressure'rest,Loading per FBC TAS 202•-94 3)Water Resistance`fest,per I7-BC,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 aluminuin fixed window,prepared by Fenestration Testing Laboratory,Ittc.,Test Report No. I"I'"339,dated 02/11/08,signed and sealed by Michael R. Wenzel,P.E. (Suhmitted urrrler NDA No. 08-0417,116) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FISC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Lange 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 altuninam fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5054,dated 14/03/06,signed and sealed by Edtnundo Largacspada, P.B. (Submitled tin(ler NOA No. 06-0308.05) ••.... ...... 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 :••••; .. •; 2)Uniform Static Air Pressure Test,Loading pes F*3G-TAS 1020-494. •'• 3)Water Resistance Test,per FBC,TAS 202--94 BC,'IAS 201;9�l" ••••• • 4)Large Missile Impact Test per I: . :••• • ..... 5)Cyclic Wind Pressure Loading per FBC,TAS 2t?�'X94 ' along with marked--up drawings and installation diagram of;ptr..uturnituft0ftled •••• • window,prepared by Fenestration Testing Labo tory,Inc.,Test Ryx - No. •. I,TL-3810, FTIP-38.1.9 and I'TL-3808, dated 05/16/03, 06,209/63:and V.5JI4403 •••••• • respectively,all signed and sealed by Joseph C.Chan,P.E. ..•••• (Submitter/under NOA No. 03-0910.01) •• •• �•: • Ma met rez,113t,.._ Product Conti 11;xsr lner NOA No. 13--%17.26 Expiration hate., November 06,2018 Approval Date: September 19,2013 E-1 IOs •• '3AOaV x1101IS SV X71Y11tD2}DON xd ATIY.9103A LS-£OM "10 �' 30�. �NLaxxt axr k+taul •(51Sik} '33S £} 40-00£43 w1SV NO 03SV8 � � f aoawmtwd> rate 32W 133HS SIHI NO S3WOVdV:) SSVID ai BO LtO,a O ` 5 310N $ � `�� i.��OmaQQ79N• ,t.� :I � N Mt10t;t � � - - 1.4s�Iona ud �F �•� Oul�k004CO8 0104 Oros Orot - - $•L9 9.49 9'Ls - - ,9a Ct 0'08 OVL Cos COL0'24 0104 TQLwas O'OL 0'0$ 0•ot 0104 0104 0'08 COL 074 VU 0'04Cab 0'of - - o'" OreCWaitO.OR COL - _ - f't9 1'NCab 0104 - - - - OBC 0$C - - - - •8'' WOO 1704 - -• o'aY vaf0'00 0104 Was OVL - ^ 440 .4189 4'90 L'9Y - - . 1 .LC „Os0+68 CQL 046 a'6d O'L9 9'49 TM - - 848 COL was COL T04 0104 2'69 Z•68 Volt 2.90 4'99 . 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Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-•Farooq Corporation, dated 12112/11, signed and scaled by Javad Ahmad,P.E. (Submitted untler previous NOA No. 12-0223.41) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami••Dadc Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIrilCA.TIONS 1. Notice of Acceptance No.11-0624.02 issued to E.T.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass@ Interlayer"dated 05126110,expiring on 01/14117. 2. Notice of Acceptance No.1.3-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for thein."DuPont Butneltee PVB Interlayer"dated 04/11/13,expiring on 12/11116. F. STATE,MENTS 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. (Srtbruitterl partially under previous NOA No. I2-0223.41) 2. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing 'Laboratory,Inc.,dated 06/15110,signed and sealed by Jorge A.Causo,P.E. (Submilletl under-proviaus NOA Mo.12-0223.41) 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Aime D. Gascon,P.F. (Srtbrtritted uniter prevlvus NOA No. 08-04.17.06) 4. Laboratory compliance letter for Test Report No. FIT,-5339, issued by Fenestration Testing Laboratory, Inc., dated 02111108, signed and scaled by Michael R. Wenzel, P.E. (Stibniittetl ttitderpreviotts NOA No.08-0411.06) ...... 5. Laboratory compliance letter for Test Repot No. PTI -5054, i ed*ky lien v ation .` Testing Laboratory,11 no.,dated 10/03/06,signed and sealed by Edmu •?Lar elpp ada, •••• • P.E. (Submitter)rtti4or previous NOA No.06�--0308.05) 6.0:0 6. Laboratory compliance letter for Test Reports No.'s 1?TI.-•381AoFTL-3jj2j;;d :::goo VI'L-3808,issued by Fenestration Testing Laboratory, .Inc., daten-wit;/03, d6109103 ..; • and 05/14103,all signed and sealed by Joseph C.Chan,P.E. 00;00; • 0. .. (Submilletl curler pr evi©us NOA No. 03-0910.01) •• •• •• G. OTHERS 1. Notice of Acceptance No. 12-0223.41, issued to FS Windows, theiL soft `••••• «1500" Aluminum Fixed Window - L.M.I., approved on 05/17/12 and expiring oil 11106113. ;C01n1Ut14 x,P. ProducE• mtner NOA No. 13-0617.26 Expiration Date: November 06,2018 1J-2 Approval Date: September 19,2013 MIAMI-DARE 14IIAMI-DADE COUNTY 6 11 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD11•IINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) i+%,m.mismidade.gov/eeonomv 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 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(hi 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. 0 M000000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ...... .. . •• . ' LABELING: Each unit shall bear a permanent label with the manufacturer's >,tgaw-pr logo, tile, state+... • model/series, and following statement: "Miami-Dade County Product Control Appr4od", unless otheiwis0 • noted herein. *00000 .0000.. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been-filed and there has beefl•;•• no change in the applicable building code negatively affecting the performance of W product.•0 .... .. 0 0000.. TERMINATION of this NOA will occur after the expiration date or if there hnhe m a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NODI as arj pp�rrsemerot•• of any product, for sales, advertising or any other purposes shall automatically telmiulte this NOA. Failure.... to comply with any section of this NOA shall be cause for termination and removal olfNbA. • 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. MfAfMIDADHCOUNTY j „ NOA No.11-1216.02 r Expiration Date: March 28,2018 Approval Date: March 28,2013 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets 1 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 09126/12, 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•ff ER) •..... - .. . E. MATERIAL CERTIFICATIONS *::90: - -- ••••• 906.99 1. None. .... • .... . ..... F. STATEMENTS i 9.;66; • .6. 96.9. 1. Statement letter of conformance,complying with the FBC-2010,Md of no'linaflcial ••••;• interest,dated February 23,2013, signed and sealed by Franc^co-Hgrnan&z,P.E. .•• ;. 2. Proposal No. I1-1216.02 issued by Product Control, dated Januar31,CM2;signed • by Manuel Perez,P.E. •• 0 000 •s • G. OTHERS 1. None. Manuel Perez,PE. f-' Product Control Exa"er ✓" NOA No. 11-1216.02 Expiration Date: March 28,2018 Approval Date: March 28,2013 E-1 e 0.125"OR 0.250'THICKNESS GLAZING LINT INDEX OF DRAVVINGS S11RShIRa WIIldOW3 SEE NOTES 2 AND 4 a OES 1 OF 22.- MULLION SECTIONS, GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. MODBfAlIR�,ILC. F GENERAL NOT o c 2 OF 21MULLION SHAPES,ANCHOR CUPS AND ANCHOR CUPS LOCATION DETAILS. 1745 W.33rd No" 3 OF 21 TABLE# 1.MULLION DESIGN LOADS(MULLION CAPACITY)FOR RECTANGULAR MULLIONS. 111dah,Florida 33912 4 OF 21 .-TABLE$2.ANCHOR DESIGN LOADS(ANCHOR CAPACITY)FOR RECTANGULAR MULLIONS. Ph:(305)354-9952 OR 2 5 OF 21 TABLE# 3.ANCHOR DESIGN LOADS(ANCHOR CAPACITY)FOR RECTANGULAR MULLIONS. For.(309)829-5115 6 OF 21 TABLE B 4.MULLION AND ANCHOR DESIGN LOADS(MULUON AND ANCHOR CAPACITIES) VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS FOR ROUND MULLIONS. 7 OF 21 .-ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH IBY WOOD BUCK- cap MULLION DESIGN LOADS(MU ION CAPACDY)TAM E 0 1 ON SHEET 4 OF 22, 8 OF 21 .—ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 2BY WOOD BUCK. SFF ANCHOR SIGN (DADS (ANCHOR CAPAC=TABLES..Q2 AND H 3 ON SHEETS 4 AND 5 OF 21 9 OF 21 -ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 18Y WOOD BUCK AND ON WOODEN STRUCTURE OR 28Y WOOD BUCK. 10 OF 21 .-ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 29Y WOOD BUCK. GLAZING UNIT.SEE NOTES 2 AND 4 11 OF 21 .-ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK p.3 I OF GENERAL.NOTES AND ON WOODEN STRUCTURE OR 28Y WOOD BUCK FOR 2`X 6'MULLION. Int 61/2 "0 OR 4"0 ALUM.TUBE 12 OF 21 .-ANCHOR CONFIGURATION TYPE 81 ON CONCRETE OR MASONRY.OR 0.12x"THICKNESS 13 OF 21 .-ANCHOR CONFIGURATION TYPE 82 AND B3 ON CONCRETE OR MASONRY.VARIES 14 OF 21 .-ANCHOR CONFIGURATION TYPE 83 ON CONCRETE OR MASONRY. 'z90'TO 180' 15 OF 21 .-ANCHOR CONFIGURATION TYPE C1 ON METALLIC STRUCTURE C _ 18 OF 21 .-ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. H 17 OF 21 .-ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. IBM-® l8 OF 21 .-ANCHOR CONFIGURATIONS TYPE 02,D3 AND 04.MULLION M MULLION CONNECTIONS. 19 OF 21 .- ROUND MULLIONS.TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2,BR3,CR2 AND CR3. 20 OF 21 ROUND MULLIONS.TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. VERTICAL ROUND TUBE MULLION 21 OF 21 .- ROUND MULLIONS.SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3,BR4,CR2,CR3 AND CR4. W SCF MULLION ION DESIGN 1 OAnS (M I I IOC)AND ANCHOR DESIGN LOADS(ANCHOR CdpAC1TYO TABLE 0 4 ON SHEET 6 OF 21. L[�" GENERAL NOTES: PROCEDURE FOR MULLION SELECTION L-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 FLORIDA BUILDING CODE. BE NOT LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND LOAD IN PSF ACTING ON THE MULLION AS PER 2010 FLORIDA BUILDING CODE. 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED STEEL SHALL BE Fye 36 kal MIN. 2.USE MULLION DESIGN LOAD(MULLION CAPACITY)TABLES IF 1 AND g 4 ON GLAZING UNITS MEETING THE 2010 FLORIDA BUILDING CODE S.TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T8. ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED REQUIREMENTS.USE GLAZING UNIT APPROVAL TO SPECIFY TO MEET THE DESIGN PRESSURE. FASTENER SIZE AND SPACING. 9:ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE 3.-TYPE OF ANCHORS: FOR ATTACHMENT INTO CONCRETE OR SHALL HAVE 1"MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS. 3.USE TABLES# 2, g 3 AND#4 ON SHEETS 4,b AND 6 OF 21 TO DETERMINE THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE MASONRY WITH 18Y, 28Y OR WOODEN STRUCTURES USE 1/4"DIAM. 10,-WOOD HOST STRUCTURE SHALL BE'SOUTHERN YELLOW PINE" TO MEET THE DESIGN LOAD(MULLION CAPACITY). TAPCON BY'f1W BUILDER'(NOA No.07-1128.10);FOR ATTACHMENT 0-0,55 OR GREATER DENSITY. TO METAL STRUCTURES,OR METAL TO METAL CONNECTIONS USE ALL ANCHORS INSTALLED IN WOOD SHALL HAVE 1"MINIMUM TO THE 4.HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING 1/4'DIAM.GRADE 5 SHEET METAL SCREWS. EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8'MIN. EMBEDMENT. TABLE VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 4.- ST DESIGN PRESSURES SHOWN IO THE CHARTS ARE BASED ON 11.-CONCRETE STRENGTH:t'0 pat 0 pal MIN., CMU PER ASTM C90, Drown by, NM TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS GROUT Fg.Lf6 CMU fm=2,OOD pat MIEN ARE CONSIDERED. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2'MINIMUM Oats 02-11-13 5.-FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES DIST.TO THE STRUCTURAL MEMBERS WITH 1 3/4"MIN. EMBEDMENT. rya; 1/2*=1° REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. (EXCLUDING STUCCO,FOAM,BRICK AND OTHER WALL FINISHES). Revlslon: 8.-WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO 12.-MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL T ,T r �� TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND •• T OM RNTO CONTACT WITH OTHER OISSIdp.AR �IPproved as complying wlUt Eba �' O 0 No SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO • MA B TEDIED IN ACODWANCE WITH THE SECTION Florida Duldlag Cooc D. MULLION £ - /a-z5.1 M2011 MULLION INSTALLATION. • MOW 210 AORFDA�UILNNG CODE. NOAH FRANCISCO HERNANDEZ • •• • • • • •• htlaml Dade New Control •• ••• •• •• • • • FLORIDA PE 111 51393see -00 Ode SHEET • • • • • • • • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS 0.082 0.128 0.125 .125 0.750 1.780 0.125 0.128 018 4.000 mi 0.125 4.000 125 3.000 3.000 0'�4 2.260 0•� 2.250 2.280 2.000 2.000 Sunshine%endows 2.000 2.000 9 0.125 1.9 0.125 0.12 I 5.OD0 _� 0.125 0.750 manufadu(In(g,Inc. S.s00 2.000 1745 W.33rd Hone 0.094 0.125 Nloloh,Ro wo 37012 V1 CLIP V2 CUP 2°X 2"X 1/8"ANGLE CUP 2"X 5"X 1/8°ANGLE CUP U CLIP Ph:(305)364-9952 3.500 4.000 1.000 PT P .500 Fan(309)828-6118 ALLOY-. 8063-T6 ALLOY:8063-T5 ALLOY: 8083-T5 ALLOY: 8063-T5 ALLOYS 6083-T8 3 1/2"ROUND MULL 4"ROUND MULL 1.000 ALLOY: 6063-TB ALLOY:6063-T6 1'X 2"X 1/5" 1°X 2°X 1/6" ANCHOR CLIPS LOCATION DETAILS 1°X 3"X 1/8° 1°X 3"X 1/8- A i"X 4"X 1/8" 1"X 4"X 1/8° / / { { C ALLOY: 6063-T6 ALLOY:8063-T6 --' -` 1 0.125 = .-... 6.000 FT 0.125 \ \ a 0.280 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 Z I 1 0.250 V CLIPS L CUPS V CUPS L CUPS HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION 4043 FILLER ALLOY i 4.000 4.000 ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES CONCIN.WELD TOP VIEW ROUND MULLION ANCHOR SLEEVE 1.000 ALLOY: 6083-T5 1 1 1' X 4" X 1/4" 2.000 2"X 4'X 1/8" { - t -- B ---- "^-^ ----- --- ---- ---- ALLOY:6083-T6 2'X 8"X 1/8" 1 { C i ALLOY: 6063-T6 4043 FILLER ALLOY i CONTIN.WELD I 0.250 DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 1�• 2,000 0.250 V CUPS L CUPS V CUPS L CUPS HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION 0.125 6.000 A 11 SECTION 1-1 ! 1t -------------- ROUND MULLION ANCHOR SLEEVE � ------- ------ 1 ALLOY:6063-T5 ROUND MULLUON SLEEVES 2.000 { 0-by NM Dote:02-11-13.. MULLION DIMENSIONS TYPE A B C 2°X 6°X 1/4" DETAIL 9 DETAIL 10 DETAIL 11 -� W,, 1/4' 1" U CLIPS U CUPS ROUND MULLION SLEEVE Rovteton: 3 1/2°0 5.500° 3.250° 0.125' ALLOY.. 6063-T6 HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION i i RSNetem U ON TO MULLION MULLION 70 MULLION ON SUBSTRATES 4"o 6.000° 3.867' 0.125' • • 4pproreJ ascomplyi9gwnhlLa V 1 %! DRAWMO NO. • • • • • • • • • I7odde Duidia6 Coo; `J • D41c-' NOTES: - FOR ROUND MULLION AND ANCHOR MUMION:91I�pRS• ANCHOR CLIPS NDA6-' � �" FRANCISCO HER 51393 DESIGN LOADS SEE SHEET 6 OF 21. h3inmlDedeProduei antro'' FLORIDA PE 51393 SHEET - FOR CONFIGURATIONS OF ROUND ANCHORS AND Awrro •CLAPA N(,("ATION DETAILS SEE SHEETS 19,20 AND 21 OF 21. • • • • • • • ••• •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION DEsSIGN LOADS(MUL.L•ION CAPACITY) FOR RECTANGULAR MIU11,1ONS TABLE.#1 HORIZONTAL GLAZING F.RECTANGULAR PRODUCT MUWON DESIGN LOAD-PSF MULLION DESIGN LOAD-PSF MULLION DESIGN LOAD-PSF MULLION i t% ?=:> .`• irk Sunshine Indoors I MENSIONS MULLION UUUx1N MULLION MULLION DIMENSIONS MULLION MULLION MULLION UUMN D9IFNSIDNS I MUWON MULLION MGnufocturing,Inc. 1'X2' 1•X3' 1'X4' 1'X4' 1•X4' 2'X4. 2'XV 27X6' 2'X8' 2'X8• -VERTICAL 1745 W.33rd P1ooe WIDTH(W) SPAN x 1/8' x i/8• x 1/8• x 1/4' WIDTH(W) SPAN X 1/4' X 1/8' x 1/8• x 1/4' WIDTH(W) SPAN X 1/87 X 1/4• MUWON Hiateoh FWWA 33012 Ph:(305)394-9952 27' 126.5 140.0 140.0 140.0 270 140.0 115.4 140.0 140.0 27' 122.6 140.0 9 Fo:c(305)528-5118 3T 93.75 140.0 140.0 140.0 37• 112.8 84.20 140.0 140.0 37• 89.45 140.0 GLAZING GLAZING 48' 72.25 140.0 140.0 140.0 48• 87.00 64.90 140.0 140.0 48' 68.90 126.6 PRODUCT PRODUCT 39' 84' 120' 80' 57.80 119.9 140.0 140.0 60• 69.55 51.90 112.5 140.0 80• 55.15 101.3 66' 52.55 109.0 140.0 140.0 Be 63.25 47.20 102.3 140.0 ee• 50.15 92.10 MULLION SPAR I 1 74• 46.65 97.25 140.0 140.0 74• 56,40 42.10 91.25 140.0 74• 44.70 82.18 TRIBUTARY WIDTH(W)=wt +w7. BO• 43.35 90.00 140.0 140.0 80• 52.15 3890 84.40 140.0 80' 41.35 76.00 2 2Y 57.45 140.0 140.0 140.0 27' 125.7 77.30 140.0 140.0 27• 111.2 140.0 HORIZONTAL MULLION !- 37' 41.90 113.7 140.0 140.0 37' 91.70 56.40 140.0 140.0 37• 81.15 140A z 48' 32.30 87.65 140.0 140.0 48' 70.70 43.45 122.6 140.0 48• 62M 114.9 _ Q �• 5t' - 70.10 112.8 140.0 Be 90• 56.55 34.75 98.00 140.0 Be 126• 50.00 91.90 -VERTICAL 1ti Be _ 63.75 102.5 140.0 Be 51.40 31.80 89.15 140.0 88• 45.45 83.50 RECTANC. � 74• - 56.85 91.45 140.0 74• 45.85 2820 79M 140.0 74' 40.55 74M MULLION � BO' - 52.60 84.60 140.0 $0• 42.40 - 73.55 135.1 ep• 37.50 BRAD W GLAZING GLAZING 2Y - 111.9 140.0 140.0 2Y 103.8 84.45 140.0 140.0 2Y 101.3 140.0 PRODUCT PRODUCT 37' - 81.65 140.0 140.0 37• 75.55 47.00 139.7 140.0 37• 73.90 135.8 48' - 8295 109.0 140.0 46' 8825 38.25 107.7 140.0 48• 57.00 104.7 ep• Be - 50.35 87.20 140.0 Be 98• 48.80 29.00 86.20 140.0 00. 132' 45.80 83.75 Wt WZ 1 T- 66• _ 45.75 79.25 140.0 86• 42.35 - 78.35 140.0 Be 41.50 76.15 TRIBUTARY WIDTH(W)-WI +W2 2 74' - 40.80 70.70 138.3 74• 37.75 - 69.90 128.4 74' 36.90 67.90 VERTICAL MULUON 80 - 37.75 65.40 128.0 eO• 35.00 - 64.65 118.7 80' 34.20 8280 27' - 87.30 140.0 140.0 27' 88.35 54.30 140.0 140.0 2Y 92.70 140.0 NOTES: 37• - 63.70 119.6 140.0 37• 6100 39.60 123.8 140.0 37* 67.65 124.2 1.- INTERPOLATE FOR INTERMEDIATE VALUES 49• - 49.10 M40 140.0 48• 48.55 30.50 95.45 140.0 48• 52.15 95.80 OF SPAN AND/OR TRIBUTARY WIDTH TO 00• 63• _ 39.J0 73.90 taoo Be 38,85 36,85 - 76.35 140.o eo' 138' at.7o 7e.so DETERMINE THE DESIGN LOAD (MULLION CAPACITY). Be - 35.70 67.20 131.5 66• 35.30 - 69.40 127.5 66' 37.90 69.65 2.- MULLIONS ON THIS CHART MAY BE 74• - 31.85 59.90 117.3 74• 31.50 - 6t90 113.7 74' 3&80 62.10 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 80• - 29.45 55.40 108.4 BO' 29.10 - 57.25 105.2 80' 31.25 57.45 3.- SEE MULLION CROSS SECTIONS ON D1 A� NM Dm.:2-11-13 27• - 61.75 111.0 140.0 27' 72.70 46.10 140.0 140.0 21' B&IO 140.0 SHEET 2 OF 21. scale: NTS 37' - 37.75 81.00 740.0 37• $3.00 36.65 110.4 140.0 3Y 62.10 114.1 Revtaton: 4g• - 29.10 62.40 122.1 48• 40.90 - 85.10 140.0 48' 47.85 87.90 4pprovedaseomplylaRw11614e ReWatam 75' 108'• • • 144' Florida Ratding Ccda ( �- DRAWING NO. 60• - - 49.90 97.70 ep• • 32• • i •68.711 12. �' 38.30 70.35 Date_i? � � _'): �2 IZ67 3 M2011 Be _ - 45.40 88M Be •• 29.75• i• 61.� 11 • 34.80 63.50 9O ff Da 1'radaet oalro FLORIDARAN IC PE {f 51393 74• - - 40.50 7925 74• •• '600 0• 55•1b 101 74'• 31.00 57.00 l SHEET BO• _ _ 37.45 73.30 ee• - - 51.00 93.60 80• 28.70 52.70 3 OF 21 Goo• • • • ••• ••• •• • • •• • • • • • •• • •• • ••• •• ••• ••• • • ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR ANCHOR CUPS SEE DETALS ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS 1 AND 2 FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON SHEET 2 of 21 CR TABLE#2 (RECTANGULAR MULLIONS) FORSEEDDUALS PS 1 AND 2 FO7¢O1TAL _ +. ANCHOR DESIGN LOAD-PSf CONFIGURATIONS LOCATED ON ON SHEET 2 OF 21 MULLI0CIAINGIIIAR PRODUCT ; .Sunshine'Windows DIMENSIONS ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C ANCHOR TYPE D Al SHEETS 7 AND 8 OF 21 FOR ANCHOR CUPS Manufacturing,Inc. CONIRAIRATIONS CONFlWRARONS CONFIGURATIONS COHFIGURATIOTLS SEE�� Weak W.33,4 PNsse PAUBR� �M Al A2 I A2 SHEET 9 OF 21 5,6,7,8,9 AND 10 Hisfoeh,Florida J3012 A3 I 83 D2 0{ pT SHEETS 10 AND 11 OF 21 ON SHEET 2 OF 21 Plu(305)394-9962 27' 129.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 VERRCAL Fox:(309)828-6118 81 SiffEF 12 Of 21 RECTANCUTAR 37' 94.80 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 MULLION 62 SHEET 13 OF 21 FOR ANCHOR CUPS GLAZING GLAZING {8• Sr 73.10 140.0 140.0 118.1 140.0 140.0 1132 140.0 140.0 113.2 140.0 140.0 83 SHEET 13 AND 14 OF 21 SEE DETAILS PRODUCT PRODUCT 80' 58.45 118.9 140.0 94.50 140.0 140.0 90.55 140.0 140.0 90.55 135.8 140.0 3 AND 4 CI S11FET 15 OF 21 ON SHEET 2 OF 21 t18' WAS 1083 140.0 85.90 140.0 140.0 82.35 140.0 140.0 8235 123.5 140.0 C2 SHEET 16 OF 21 74' 47.40 94.60 140.0 76.60 140.0 140.0 73.45 140.0 140.0 73.45 110.1 140.0 C3 SHEET 17 OF 21 I MULLION SPAN 89' 4335 87.70 1315 70.85 140.0 140.0 67.90 135.8 140.0 67.95 1019 135.8 02 SHEET 18 OF 21 27' 99.35 140.0 140.0 140.0 140.0 140.0 153.9 140.0 140.0 140.0 140.0 140.0 D3 SHEET 18 OF 2t TRIBUTARY WIDTH(��=wl +w2 y 37' 72.50 140.0 140.0 117.2 140.0 t40.O 112.3 140.0 140.0 112.3 140.0 140.0 D4 SHEET 18 OF 21 Or 55.90 111.8 140.0 90.35 140.0 140.0 86.55 140.0 140.0 86.55 129.8 140.0 HORIZONTAL MULL{ON 'Z 51' 44.70 89.45 134.1 72.25 140.0 140.0 69.20 138.5 140.0 69.25 103.9 138.5 FOR ANCHOR CUPS 0 �• H 6g• 40.65 81.30 1219 65.70 131.4 140.0 6295 1259 140.0 62.95 94.45 125.9 DESCRIPTION OF SEE DETAINS 3 AND 4 7C 36.25 7250 108.7 58.60 117.2 140.0 56,15 112.3 140.0 86.15 8425 112.3 ANCHORS PER TYPE ON SHEET 2 OF 21 VERTICAL W 33.50 67.05 100.8 54.20 108.4 140.0 51.05 103.9 140.0 51.95 77.90 103.9 RECTANAN. � ANCHOR DESCIPTION OF ATTACHMENT 27' 87.35 140.0 140.0 140.0 140.0 140.0 135.3 140.0 140.0 135.3 1409 140.0 TYPE o 37' 83.75 127.5 140.0 103.0 140.0 140.0 9&75 140.0 140.0 98.75 140.0 140.0 A TROUGH 1'BY WOOD BUCK WIO CONCRETE, FOR ANCHOR CLIPS GLAZING GLAZING MASOM OR WOOD SUBSIRME. SEE DETAILS PRODUCT PRODUCT 4g• 49.15 98ZO 140.0 79.45 140.0 140.0 7&10 140.0 140.0 76.10 114.2 140.0 3 AND 4 ON 5D• �• 3930 78.65 117.9 63M 127.1 140.0 60.80 121.8 140.0 60.90 91.35 121.8 8 INTO CONCRETE SUBSTRATE ON SHEET 2 OF 21 g5• 35.75 71.50 1072 57.75 115.5 1409 55.35 110.7 140.0 5535 83.00 110.7 C INTO PETAL SUBSTRATE D INTO METAL SUBSTRATE(MULLION TO WLUON) W1 W2 74' 3195 63.75 95.65 51.50 103.0 139.1 49.35 9835 140.0 49.35 74.05 98.75 g0• 29.45 58.95 88.45 47.65 95.30 128.7 45.65 91.37 137.0 45.65 685 9135 TRIBUTARY W70TH(W)-WI +Wz 27' 80.45 140.0 140.0 130.0 140.0 140.0 124.6 140.0 140.0 124.6 140.0 140.0 NOTES: 2 37' 56.70 117.4 140.0 94.85 140.0 140.0 90.90 140.0 140.0 90.90 140.0 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL MULION 48• 45.25 90.50 135.7 73.10 140.0 140.0 70.10 140.0 140.0 70.10 140.0 140.0 OF SPAN AND/OR TRIBUTARY WIDTH TO sD• 3620 72.40 106.6 56.50 117.0 140.0 56.05 112.1 140.0 56.05 112.1 140.0 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). g8• 32.90 65.80 98.70 53.10 10&3 140.0 50.95 101.9 14aO 5095 1019 140.0 2,- MULUONS ON THIS CHART MAY BE 74• 29.35 58.70 66.05 47.40 9495 128.1 45.45 90.90 136.4 45.45 90.90 136.4 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 80' 27.15 5439 81.45 43.85 87.75 118.4 42.05 04.10 12&1 42.05 84.10 126.1 27' 67.55 135.1 140.0 109.2 140.0 140.0 104.6 140.0 140.0 1045 140A 140.0 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 37• 4930 98.60 140.0 79.70 140.0 140.0 78.35 140.0 140.0 78.35 1145 140.0 Drawn Mn NM 48' 38M 76.00 114.0 61.40 122.8 140.0 58.85 117.7 140.0 5&85 88.30 117.7 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS Date:2-11-13 6D• 75' 30.40 60.60 91.20 49.10 98.30 132.7 47.10 9420 140.0 47.10 70.65 94.21 DETAILS ON SHEET 2 OF 21. Scale NTS ReNstan: 66' 27.60 55.25 82.95 44.85 89.35 120.6 42.80 65.60 128.4 42.80 64.20 85.60 rr� -"�- Revlslan: 74' 24.65 49.30 73.95 39.85 79.70 107.6 3&15 7�. 1 15 57.25 78.35 gPP�'medascamplFingWlhiMcr V ;,I,�' ` Nil FlorldaDuldinOCcda22.80 45.60 66.44 36.85 73.70 99.50 35.30 •70.65 105.9{ 31.30 5240 •70.6 • • DateFti-.+ _.-�.+„ FRANCISCO HERNANDEZ • FLORIDA PE 51393•• •. � : : • ••• • Mlaml bade Product Control i �•• ••• •• •• i i •• BY . ,v:;' : T� • • ••• • ••• ••• ••• • • • • • • • •00 • • • • 00 ••• • ••• • • • 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR ANCHOR(YIPS DELS ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS SEETAI 2 FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON SHEET 2 OF 21 TABLE#3 (RECTANGULAR MULLIONS) FOR ANCHOR CUPS _ SEE DETAILS 1 AND z ANCHOR DESIGN LOAD-PSF ANCHOR DESIGN LOAD-PSF CONFIGURATIONS LOCATED ON ON SHEET 2 OF 21 RECTANOGUTAR PRG GLAZING Sunshine Yfindows DM ENSIGNS mm TYPE A mmTYPE 0 ANCHOR TYPE C DWENSLONS MCIOR TYPE A MICHOR TYPE 8 ANCHOR TYPE C Al SHEETS 7 AND 8 OF 21 FOR ANCHOR CLIPS �� ManufecluTing,Inc. 00WWRATWNS CONFIGURATIONS CONFK1MtAtONS OWUPAWNS CONCTGURATIONS CONMRATONS SEE DETAILS 1746 W.SJrd P. 'mm(W) SPAN A2 C2 WIDTH(1Y) SPM A2 SHEET 9 OF 21 5.8,7.8,9.AND 10 WcWk FWWo 33012 83 C2 I C3AT SIffETS 10 MD 11 21 ON SHEET 2 OF 21 Ph:(305)784-8852 27" 120.5 140.0 140.0 140.0 140.0 140.0 1. 84.45 126.7 F76.80 140.0 130.8 140.0 81 SHEET 12 OF 21 NDMM Fox:(JOS)828-5118 1. 88.00 132.1 140.0 140.0 136.4 140.0 J7" 61.65 92.45 1345 95.45 140.0 fiECTANGULAR 82 SHEET 13 OF 21 MULLION 4$+ FOR ANCHOR CUPS 48' 87.80 101.8 109.7 140.0 105.1 140.0 48" 47.50 71.20 103.8 73.80 110.4 GRAZING PGLAZING RODUC84' 120" B3 SHELT 13 MD 14 OF 21 SfE DLTAILS PROWCT PRODUCT 80' 54.30 81.45 87.75 118.4 84.10 128.1 �' 38,00 57.00 82.90 58.85 68,30 C1 SHEEN 15 OF 213 AND 4 88" 49.35 74.05 79.75 107,7 76.45 114.7 86' 34.50 51.80 75.40 53.50 8025 ON SHEET 2 OF 21 C2 SHEET IB OF 21 74" 44.00 66.05 71J5 98.05 6820 102.3 74" 30.00 46.20 . 67.25 47.70 71.60 � SHEET 17 OF 21 74' 40.70 61.10 65.60 8&85 63.05 84.60 74" 28.50 42.75 46.00 62.20 44.15 66.29 I ULLION oz SHEET SPM Er 16 of 21 r 27' 112.6 140.0 140.0 140.0 140.0 140.0 27" 80.45 120.6 130.0 140.0 124.8 1140.0 D3 SHEET 18 OF 21 TRIBUTARY WIDTH(W)_,W1 + JT 82.15 123.3 132.8 140.0 127.3 140.0 37' 58,70 68.00 9495 128.1 90.90 136.4 04 SHEET 18 21 2 ►a 48' 83.35 95.00 102.4 138.2 88.10 140.0 48' 128" 45.25 67.85 73.10 9&70 70.10 105.1 HORIZONTAL MU WON `z. 60' 50.65 76.00 81.90 110.5 7850 117.7 BO' 36.20 54.30 58.50 79.00 56.00 84.11 FOR ANCHOR CUPS O 88' 46.00 69.10 74.45 100.5 71.35 107.0 88' 32.90 49.35 53.15 71.80 $0.95 78.45 DESCRIPTION OF SEE DETAILS 74' 41.00 61,85 6&40 89.65 6535 95.45 74" 29.35 44.00 47.40 64.00 4&45 6820 3 AND 4 ANCHORS PER TYPE ON sHEEr z of 21 74' 38.00 57.00 81.44 82.90 5&85 88.30 74' 27.15 40,70 43.85 5920 4240 63.00VO IC CALANCH , 27' 1&5.8 140.0 140.0 140.0 140.0 140.0 27" 76.80 115.2 124.1 140.0 118.9 14&0 TYPE DESCPHON OF ATTACHMENT MULLION IsiT W 37' 77.05 1155 1245 140.0 119.3 140.0 37* 56.00 84.00 9055 122.2 86.80 130.2 A TRM 1'BY 8000 BUCK INTO CONCRETE, FOR ANCHOR CLIPS GLAZING GLAZING a 48' 59.40 89.10 86.00 129,6 92.00 1J&0 48' 43.20 64.80 6955 84.25 68.90 100.3 tlAWNRY OR W000 SUBSTRATE. SEE DETAILS PRODUCT PRODUCT 3 AND 4 t18' 132' a INTO CONCRETE SUBSTRfiTE 60' 4750 71.25 76.00 103.6 73.60 110.4 60" 3455 51.80 5555 75.40 53.50 80.25 ON SHEET 2 OF 21 66" 43.20 64.80 6950 9425 6&90 100.3 66" 31.40 47.10 50.75 6855 48.65 73.00 C INTO META.SUBSTRATE 74' WM 57.75 82.25 04.05 59.65 8950 74" 28.00 42.00 45.25 61.10 43.40 65.10 O 000 METAL RWM(YUWON TO MILLION) Wt 002 74" 35.60 W.45 MW 77.75 55.20 82.80 74- 1 25.90 36.65 41.85 5655 40.15 160.20 NOTES: TRIBUTARY WIDTH(W)-Wt +w2 2T 99.35 140.0 140.0 14&0 140.0 140.0 2T 73.45 110.1 118.7 140.0 113.7 140.0 2 1. 72M 108,7 117.2 140.0 112.3 140.0 37' 53.60 80.40 88.60 116.9 83.00 124.5 1.- INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL MULLION 46' 55.99 83.85 9&35 121.9 86.55 128.8 48" 41.30 61.95 6&75 90.10 64.00 9&00 OF SPAN AND/OR TRIBUTARY WIDTH TO 60" 102 44.70 67.05 72.25 97.55 69.25 103.9 60" 13V33.05 49.55 53.40 72.10 51.20 76.80 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). SB' 40.65 60.95 65.70 88.70 62,95 94.45 88" WA 4&000.55 88.55 4855 69.00 2.- MULLIONS ON THIS CHART MAY BE 74" 3625 54.35 58.60 79.10 55.I5 84.25 74' 2890 40.20 43.30 58.45 41M 6225 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 74" 3350 50.30 5420 73.15 51.95 77.90 74" 1 1 24.75 37.15 40.00 54.00 38.40 157.60 27' 93.05 140.0 140.0 140.0 143.3 140.0 2Y 70.40 105.6 113.7 153.6 109.0 140.0 3,- SEE MULLION CROSS SECTIONS ON 37" 68.45 102.7 110.7 140.0 108.0 140.0 3T 51.35 77.05 63.00 112.0 7955 119.3 SHEET 2 OF 21. D.-5Y; NM 48" 52.80 79.20 8530 1152 81.75 122.6 48" 39.60 59.40 64.00 86.40 61.30 92.00 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS D°t°.2-11-13 60" 108' 42.20 03.35 66.25 92.15 65.42 98.10 80" 140." 3195 47.50 51.20 69.10 49.00 73.60 DETAILS ON SHEET 2 OF 21. r` 3eolet Ns � RedN°n: 88' 38.40 57.80 82.05 83.75 58.45 89.20 68' 28.80 43.20 4655 6290 44.60 86.90 Revtof": 74' 34.20 51.35 65.35 74.70 53.05 79.55 74' 85 MM 41.50 56.00 39.75 59.85 V DRAYANO N0. • • 4PDrored ns m:nPlytagwitA the _tt 74' 31.65 47.50 $120 69.10 49.05 73.60 74'• 14t3.70 36.60 3%W 51 .8 55.20 vb,Id"DuidrmCc& _J 2.26.13 M2011 Dxu t.t>^ ,*"i: FRANCISCO HERNANDEZ • •• • • • • ••• • NOAH _, FLORIDA PE # 51393 • • • • • • • • • AfIuwlOedeProluelCon(ml SHEET •• •.• •• • • • •• 5 OF 21 • ••• • ••• ••• ••• ••• • ••i 0• • • •• • ••• • • • • ••• • - • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION AND ANCHOR DESIGN LOADS(MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE#4 ;;`.... ;:ti'.'ri�:z: ANCHOR DETAILS MULLION DESIGN LOAD-PSF ANCHOR DESIGN LOM-PSF . `i'-..iii` CROSS REFERENCE TABLE FOR ANCHOR DIMENSIONS MULLION MULLION ANCHOR TYPE B ANCHOR TYPE C CLIPS (ROUND MULLIONS) SEE DETAII It Sunshne Windows 31/2'Pl 4•QJ CONFIGURATIONS CONf1GU TATONS ON SHEET 2 OF 21 Manufacturing,Inc. WIDTH(W) SPAN TOP VIEW SECTION -VERTICAL 1745 W.33rd 3012 X 0.082' X 0.125• BR2 BR3 8R4 CR2 CRJ CR4 CONFIGURATIONS RDUND 7.d Ph:(,5)3$4 33012 2T 140.0 140,0 140.0 140.0 140.0 140.0 140.0 140.0 LOCATED F LOCATED 2 MULLION Pe:(905),54-0952 BIC2 SHEET 19 OF 21 SFffET 21 OF 21 Fm(305)S28-51 IS 37, 1169 140,0 1 140.0 140.0 140.0 140.0 140.0 140.0GLAZING� SIM 19 OF 21 SHEET 21 OF 21 FOR ANCHOR CUPS PRODUCT PRODUCT 48• 39' 90.10 140.0 118.1 140.0 1132 113.2 140.0 140.0 SR4 SHEET 20 OF 21 SHEET 21 OF 21 ON SSEEEE TAILII2 OF 1 80• 72.10 140.0 94M 127.8 90.55 90.55 13" 140.0 CR2 SHEET t9 OF 21 SHEET 21 OF 21 66• 65.55 129.0 WO 116.0 82.35 82.35 123.5 140.0 CR3 SHEET I9 OF 21 SHEET 21 OF 21 w1 W2 74• 58.45 116.0 76.60 103.4 73.45 73.45 110.1 140.0 CR4 SHEET 20 OF 21 1 SHEET 21 Of 21 80• 54.00 108.4 70.85 95.70 87.90 87.95 101,8 135.8 TRIBUTARY YADTH(W)-w1 2 w2 27' 93.70 140.0 140.0 140.0 140.0 140.0 140.0 140.0 YERnCAL MULLION 37' 68.35 1345 DESCRIPTION OF 117.2 140.0 112.3 1t2.3 140.0 140.0 Z 48• 51• 52.70 103.7 90.35 121.9 8655 86.55 129.8 140.0 ANCHORS PER TYPE 0 60• 42.15 82.90 72.25 97.55 69.25 69.25 103.9 138.5 (ROUND MULLIONS) a 68' 38.30 76.40 65.70 66.70 62.95 62.95 94.45 125.9 74' - 67.25 58.60 78.10 56.15 58.15 84.25 112.3 ANCHOR TYPE DE'SCIPTION OF ATTACHMENT 89• - 6220 5420 73.15 51.95 61.95 77.90 103.9 9 N4T0 CONCRETE SASTBATE 27' 72.40 140.0 140.0 140.0 135.3 140.0 140.0 140.0 C INTO METAL SWISTRATE 37' 52.85 104.0 103.0 139.1 98.75 140.0 140.0 140.0 NOTES: 48' 40.75 60.15 79.45 107.2 76.10 140.0 114.2 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES 60' • 32.60 64.15 6355 85.80 6033 121.8 91.35 121.6 OF SPAN AND/OR TRIBUTARY WIDTH TO 66• - 55.30 57.75 78.00 5535 110.7 93.00 110.7 DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 74• - 52.00 51.60 69.55 49.35 98.75 74.05 98.75 2.- SEE DETAILS OF ROUND MULLIONS ON 80• - 48.10 47.65 64.35 45.65 91.35 68.50 91.35 SHEETS 19, 20 AND 21 OF 21. 27' 81.25 120.9 130.0 1.3.3.0 12.3.6 140.0 140.0 149.0 3.- ROUND MULUONS SHALL BE ORIENTED VERTICALLY ONLY. 37' 44.70 88.15 94.85 128.1 90.90 140.0 136.4 140.0 48• 34.45 67.90 73.10 WO 70.10 140.0 105.1 1 140.0 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 83' 80• - 54.35 58.50 78.95 56.05 112.1 94.10 112.1 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND 86• - 49.40 1 53.15 71.80 50.95 Iota 76.45 101.9 LOCATIONS ON SHEET 2 OF 21. 74' - 44.00 47.40 64.00 45.45 90.90 68.20 90.90 80• - 40.75 43.85 59.25 42.05 84.10 63.05 84.10 Drown b, NM 27' 36.31 81.65 109.2 140.0 104.6 140.0 140.0 140.0 Date;2-11-13 Saha: NTS 37' - 59.55 79.70 107.6 76.35 140.0 1145 140.0 _ _ 1 RovId": 48• - 45.90 MAO 82.90 58.85 117.7 88.30 117.7 75' -Approved asfla Cede vdth the ✓'✓`'✓ DRAW=NO. 60' 36.70 49.18 88.35 47.12• 94RS• 70.8,1 16.21 • • •• Plortd uldingCede _,.J • • Date " 2•Z`'-°3 M2011 68' - 33.40 44.65 M30 42.A6 85.80• 604® me • • • NOAgj_l`�-� FRANCISCO HERNANDE2 • • O11andDade Product Confn4 FLORIDA PE # 51393 SHEET 74' - - 39.85 53.80 38.15 78.35• 46726 7WS • • • • •• g-," gg• - - 36.95 49.75 39.30 70.99 52.59 70.e5 s y-`:'a 6 OF 21 Mae a • • • • • • • • • • • • • • •• • • •• • • • • •••• •• •• • • •• • •••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 WITH V1 MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY IV I- CL 2"OR 3" ALUMINUM V1 MULLION CUP ALUM.dl MULLION CUP I 1" 1 5/8°INT.LENGTH FOR SUnSftine WlndoWs t'X 2"X 1/B'MULLION. NonLlfocturing,Inc ALUM.Vi 2 5/8"INT LENGTH FOR 1745 W.Baro Piaa MULLION CLIP 1 I 1"X 3"X 1/8"MULLION. Mai°a*.�+a�t2 Pbt(J06),1s4-9852 1 I 1'BY WOOD BUCKS BY OTHERS i i Far.(JDS�28-8118 SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND Ir------- A ALUM.TUBE MULLION SHALL BE APPROVED BY BUILDING OFFICIAL Ir------it II II PRIOR TO MULLION INSTALLATION II II 1" WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED ALUM.TUBE MULLION i �I II �I q TO TRANSFER LOADS TO THE STRUCTURE AND 1"X 2"X i/8" _ _ I 1/7'MAX. SHALL BE APPROVED BY BUILDING OMCIAL 1'X 3"X 1/8" PRIOR TO MULLION INSTALLATION TOP VIEW U• ° p It 1/4ITW BUILDEX TAPOON ,p a 11 p n 1/4'ITW BUILDEX TAPCON a THROUGH 1°BYWOOD BUCK THROUGH iWOOD BUCK 1 3/4"IAN.EMBEDMENT INTO E.D. 1 3/4"MIN..EMBEDMENT INTO Z 3' CONCRETE/MASONRY 2 1/2'MIN. CONCRETE/MASONRY NOTE:ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MIN. (1) PER LEG (1) PER LEG MULLIONS 1"X 2°X 1/8'AND 1'X 3'X 1/8'. SIDE VIEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE# 2 ON SHEET 4 OF 21. W ANCHOR CONFIGURATION TYPE Al 2°OR 3' 2"X 4'X IIB"ALUM.ANGLE FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 5/8• 5/8° 1 5/8°INT.L/8"MH FOR WITH 2' X 2' X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2 X . X iLEN MULLION. - 2 5/B"INT LENGTH FOR 1" 1'X 3'X 1/8'MULLION. $ 2'X2"X1/8' p II #14 S.M.S. CL— ALUM.ANGLE p (2) FA ANGLE 1'BY WOOD BUCKS BY OTHERS #14 S.M.S. ® p 1'BY WOOD BUCKS BY OTHERS 2' X 2'X 1/8' - - I I SHALL BE PROPERLY ANCHORED (2) EA.ANGLE II II SHALL BE PROPERLY ANCHORED ALUM.ANGLE ALUM.TUBE MULLION I I TO TRANSFER LOADS TO THE STRUCTURE II II TO TRANSFER LOADS TO THE STRUCTURE AND AND SHALL BE APPROVED BY BUILDING 1/2 MAX. SHALL BE APPROVED BY BUILDING OFFICIAL pp14 S.M.S. ,I OFFICIAL PRIOR TO MULLION INSTALLATION PRIOR TO MULLION INSTALLATION A (2) ANGLE i�� i II II n a II Q n ALUM.TUBE MULLION Q a a Imo_1/4'ITW BUILDD(TAPOON 1'X 2"X 1/8' it II THROUGH 1'BY WOOD BUCK 1'X 3"X 1/8' - - ' 1 • II E.D. 1 3/4'MIN. EMBEDMENT INTO 'IIts e° II ° 2 1/2" MIN. CONCRETE/MASONRY (Har.by. NM — U. 0 14*ITW BUILDER TAPCON (I)PER ANGLE Data:02-11-13 THROUGH 1"BY WOOD BUCK SIDE VIEW B sea's: TOP VIEW I 3° I 1 3/4'MIN. EMBEDMENT INTO CONCRETE/MASONRY f� j eev�elan: MIN. (1) PER ANGLE gpprmeanaro:np�t.awllhtht y✓ .✓J' DaAmxc xo. •• ••• •• • • • • •• Fb:riaa Ua1GlaQccd� SIDE VIlW A • .0. • • • Uale ;-z:, ."s =7%=� FRANCISCO HERNANDEZ M201 1 • •• • • • • • tyonD 1_ FLORIDA PE 51393 NOTE:ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR • •• • • • • ••• • P11and�adePr nclControV SHEET MULLIONS I°X 2'X 1/8'AND I'X Y X 1/8'. ••• ••i ••i ••• • • • -f_ . FOR ANCHOR DESIGN LOADS SEE TABLE# 2 ON SHEET 4 OF 21. • • •• ur.�:'° 7 OF 21 • ••• • ••• ••• ••• • • • • • • s • 010 0 8 0 • 000 0 • ANCHOR CONFIGURATION TYPE Al _ FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 WITH V1 MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE ............... ............... ............................... CL ALUM.Y1 MULLION CUP ALUMINUM VI MULLION CLI? I 1° 2°OR 3" 1 5/8"IVT.LENGTH FOR Sunshine Windows t"x 2"x t/8"MULLION. Mnnulacturing,Inc ALUM.VI 2 5/8°INT.LENGTH FOR 1745 W.33rd Place 1"X 3°X 1/8"MULLION. Hwleeh,Flaw.33012 MULLION CLIP I Ph:(305)354—x852 I I 2°BY WOOD BUCK OR WOODEN STRUCTURE I I F.x:(mpm-s11a BY OTHERS. I 1 1 SHALL BE PROPERLY ANCHORED ir------- 2"BY WOOD BUCK OR WOODEN STRUCTURE A ALUM.TUBE MULLION �n� TO WITHSTAND LOADS IMPOSED BY GLAZING II------yl BY OTHERS. PRODUCTS TO THE STRUCTURE AND II II SHALL BE APPROVED BY BUILDING OFFICIAL II II SHALL BE PROPERLY ANCHORED ALUM.TUBE MULLION II it II II TO TO LOADS IMPOSED BY GLAZING PRIOR TO MULLION INSTALLATION l II 11 II it PRODUCTSDUCTS TO THE STRUCTURE AND I"x 2"x 1/8" 1 2"MAX. SHALL BE APPROVED BY BUILDING OFFICIAL I"x 3"x 1/8° it II II PRIOR TO MULLION INSTALLATION II I 1/4"ITW BUILDER TAPCON 1/4"RW BUILDER TAPCON TOP VIEW U U 1 3/8"MIN. EMBEDMENT INTO WOOD U 1 3/8"MIN. EMBEDMENT INTO WOOD (1)PER LEG (1)PER LEG E.D. ,z 3" 1"MIN. MIN. NOTE:ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR MULLIONS 1"X 2°X 1/8°AND 1°X 3"X 1/8. SIDE VIEW 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 t�"ALUM.ANGLE 1 5/8"INT. NGTH FOR FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 /8" 5/8° 1"5X2-X 1/8"MULLION. WITH 2" X 2" 1/8" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2 5/8"INT, LENGTH FOR 1°X 3"X 1/8"MULLION, #14 S.M.S. I I (2) EA.ANGLE CL 2°X 2°X 1/8" ---- ll 2" OT WOOD BUCK OR WOODEN STRUCTURE I" ALUM.ANGLE BY OTHERS. '�`� X14 S.M.S I SHALL BE PROPERLY ANCHORED 2"X 2"X 1/8° 1 1 2 EA.ANGLE I - I ALUM.ANGLE 2°BY W000 BUCK OR WOODEN () p p TO WITHSTAND LOADS IMPOSED BY GLAZING I I STRUCTURE BY OTHERS. n PRODUCTS TO THE STRUCTURE AND I I SHALL BE PROPERLY ANCHORED SHALL BE APPROVED BY BUILDING OFFICIAL ALUM.TUBE MULLION I ( TO WITHSTAND LOADS IMPOSED BY II PRIOR TO MULLION INSTALLATION. A #14 S.M.S. =xN GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING (2) FA.ANGLE I 1/4"ITW BUILDIX TAPCON II II OFFICIAL PRIOR TO MULLION 1 3/8°MIN. EMBEDMENT INTO WOOD ALUM.TUBE MULLION tl II INSTALLATION (1)PER ANGLE I"x 2"x 1/8" _la - - E.D. 1°x 3°x 1/8° II II 1"MIN. Drawn bn NM II I 1/4°BW BUILOEX TAPCON Date:02-11-13 U U 1 3/8"MIN.EMBEDMENT INTO WOOD SIDE VIEW B scab; 3/8'- 1' (1)PER ANGLE Newlon TOP VIEW /1 1lev etau 3" 4ppmvrd"compytag%vuh the -.ti ,/1'f ORAWINO N0. •• � • • • • • •• FI.rlda anicing Ccd • • • • • • o • • Daic. _, '� "`,.' —'z-zg-.3 M2011 ••SIDE `J t�, •• • • • • • NOna_,-�-.� FRANCISCO HERNANDEZ NOTE:ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR • �•' A• • • • ••• • h1IamlDaaePraduct .nl FLORIDA PE # 51393 SHEET MULLIONS 1"X 2"X 1/8"AND I'X 3"X 1/8. •• ••0 ••i ••• ••• BY- 8 OF 21 FOR ANCHOR DESIGN LOADS SEE TABLE(t`2 ON SHEET 4 OF 21. • • • ••• ••• ••• • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• i • i i •i• • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE A2 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 WITH 2" X 5° X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2'X 5"X 1/8"ALUM.ANGLE 2"X 5"X 1/8" ALUM.ANGLE — — 4" 3 5/8"INT.LENGTH FOR { { 1'OR 2' 5/8" 5/8 3 3/8�"INT 1 LENGTHFOR .•`.•:•:.......�. ,,...•::•,.:;:'•. ALUM.TUBE MULUON 5°X 1/8" 4'X 1°X 1/4'MULLION Sunshine Windows 1"x 4"x 1/8' ALUM.ANGLE #14 S.M.S. i 1 3 5/8'INT. LENGTH FOR Manufacturing,Inc. 1"x 4'x Ile ALUM. TUBE MULLION 1 1 /" / — 2 EA.ANGLE ------ 1745 W.33rd Pmee 2"x 4° x 1 8" 1°x 4"x 1/8" () 4"X 2"X 1/8°MULLION Moloch.Flwke 33012 / lv f°x 4"x 1/4" X14 S.M.S. r ® Ph:(708)784-9952 I A 2°x 4"x 1/8" {i i{ (Z) EA ANGLE 1/2• —MAX = 1'BY WOOD BUCKS BY TONERS Fozd;305)828-8118 MUST BE PROPERLY ANCHORED 0 1' 0 11 TO TRANSFER LOADS TO THE STRUCTURE g ,'n o 1 u a >1 SHALL BE APPROVED BY BUILDING OFFICIAL � Q, PRIOR TO MULLION INSTALLATION L-1/4"RW BUILDEX TAPCON I — I 1"BY WOOD BUCKS BY OTHERS. 2 1/2°MIN. SHALL BE PROPERLY ANCHORED THROUGH 1'BY WOOD BUCK 1/4"ITW BUILDEX TAPCON — — TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4°MIN. EMBEDMENT INTO THROUGH 1"BY WOOD BUCK SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY 1 3/4"MIN. EMBEDMENT.INTO 1 ° PRIOR TO MULUON INSTALLATION (2) PER ANGLE CONCRETE/MASONRY SIDE VIEW A SIDE VIEW B (2)PER ANGLE a TOP VIEW Q NOTE:ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR a biUU10NS 1"X 4"X 1/8°, 1"X 4°X 1/4"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 A2 � FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 4' 2"X 5°X 1/8°ALUM.ANGLE F B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 5/8" 5/8 3 5/8°INT. LENGTH FOR 2°X 5"X 1/8" __ 4"X i"X 1/8"MULLION ALUM.ANGLE 3 3/8'INT. LENGTH FOR i { 614 S.M.S. { { 4"X 1"X 1/4"MULLION ALUM.TUBE MULLION 1"OR 2° (2) EA.ANGLE ------ 3 5/8"INT. LENGTH FOR 1"x 4°x 1/8° -+—{-2"X 5°X 1/8" \ ® 4'X 2°X 1/8'MULLION 1"x 4"x 1/4" --} ALUM.ANGLE 1 2"MAX 2"x 4"x 1/8' ALUM.TUBE MULLION 1 �- MAX-+-- I" x 4°x 1/8" 14 S.M.S. p 1 -BY OTHERS.WOOD BUCK OR WOODEN STRUCTURE 1°x 4°x 1/4° A 2°x 4"x 1/8" i q (2) ANGLE — MUST BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING E.D. PRODUCTS TO THE STRUCTURE ii HH 1•MIN. SHALL BE APPROVED BY BUILDING OFFICIAL v u u PRIOR TO MULLION INSTALLATION T7 { { 1/4'BW BUILDEX TAPCON { { 1/4"ITW BUILDEX TAPCON 1 3/8'MIN.EMBEDMENT INTO WOOD N —_— 2°BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8°MIN. EMBEDMENT SIDE VIEW B (2) PER ANGLE m4«"hy; NM BY OTHERS. INTO WOOD o01":02-11-13 { SHALL BE PROPERLY ANCHORED (2) PER ANGLE see: 1/4"- V TO WITHSTAND LOADS IMPOSED BY GLAZING 1/2° 1/2" PRODUCTS TO THE STRUCTURE AND R � ; SHALL BE APPROVED BY BUILDING OFFICIAL TOP VIEW PRIG%JO WJ"N 4ISTJUATIOr • • •• Approved n1 complyingwltb the J J�✓ ognwvlo he. 1=m°1ae pmdwgcn 1� u"ler �a_ey. M 201 1 3 Z FRANCISCO HERNANDEZ NOTE:ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR • •• • • • • ••• • None �,Pr -, FLORIDA PE # 51393 MULLIONS 1°X 4°X 1/8°, 1'X 4'X 1/4°AND 2°X 4°X 1/8'. • • • • • • • • • Word Pr SHEET FOR ANCHOR DESIGN LOADS SEE TABLES#2 AND #3 ON SHEETS 4 ONO 5.OF421, •• • • • •• Dy - 9 OF 21 • • • • • • • • • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE A3 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END - 6 2"X 5'X 1/8°ALUM.ANGLE _ WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 3 5/8'INT. LENGTH FOR - 2'X 5'X 1j8° 4" 4"X 1'X 1/8°MULLION _- ALUM.ANGLE5/8° 5/8 3 3/8"INT. LENGTH FOR �-CL 1°OR 2° e X 1°x 1/4'MULLION ````%'' 2°x 5'x 1/8' Sunshine Windows ALUM.TUBE MULLION ALUM.ANGLE #14 S.M.S. I I 3 5/8'WT. LENGTH FOR 1'x 4°x 1/8° ALUM.TUBE MULUON (3) EA.ANGLE l CL I 4°X 2'X 1/8°MULLION MOOUfOCtUM{f,IOC 1'x 4°x 1/4' --- 1°x 4'x 1/8° ---h-- 1»5 W.3xd rose 2"x 4°x 1/8' 1'x 4°x 1/4° #14 S.M.S. i'BY WOOD BUCKS BY TOHERS. luuleeh,Fl°dda 33012 w 2°x 4°x 1/8" i ij (3) FA.ANGLE i 2•MAX � SHALL BE PROPERLY ANCHORED ; 82ea*_seae A o I L- TO TRANSFER LOADS TO THE STRUCTURE ANO 1 T .- I li 11 it u n u u SHALL BE APPROVED BY BU(LDINC OFFICIAL - - °u ° Q.n °° of .'& ii � 'e' °' ; n°u , PRIOR TO MULLION INSTALLATION }� L-1/4°RW BUILDEX TAPCON + F 1'BY W000 BUCKS BY OTHERS. 1/4°ITW BUILDEX TAPCON ACL' SHALL BE PROPERLY ANCHORED THROUGH 1"BY WOOD 13UCK 2 1/2'MIN' THROUGH 1"BY WOOD BUCK _ 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 CONCRETE/MASONRY 4 1 PRIOR TO MULLION INSTALLATION (3)PER ANGLE (3)PER ANGLE SIDE VIEW A SIDE VIEW B >4 TOP VIEW O f..l NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1'X 4°X 1/8', 1°X 4'X 1/4'AND 2'X 4'X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES#2 AND 1113 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 2"X 5"x 1/8'ALUM.ANGLE W FOR 1' X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 3 5/8°INT. LENGTH FOR 2'X5XWITH 2" X 5" X 1/8" ALUM. ANGLES SUB4"SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 4"X 1"X 1/8'MULLION ALUM.ANGLEE -T-4---t- 1°OR 2° 5 8' 5/8 3 3j8'INT. LENGTH FOR 1 I--cLI #--t-2°x 5°x 1/s^ / a°x 1°x 1/a°MULLION ALUM.TUBE MULLION ALUM.ANGLE #14 S.M.S. 3 5/8'INT. LENGTH FOR 1"x 4'x 1/8' ALUM.TUBE MULLION (3) EA.ANGLE �-CL i 4^X 2°X 1/8°MULLION 1`x 4°x 1/4° — — 1°x 4'x 1%4^ X14 S.M.S. r chi e 2'x 4'x i 8° 14 1 T 2°BY WOOD BUCK OR WOODEN STRUCTURE j N 1 I 2°x 4°x i/8" I y (3)E0.ANGLE 1/2°MAX, BY OTHERS. Ao n li I, I, D SHALL BE PROPERLY ANCHORED u D n n If i TO WITHSTAND LOADS IMPOSED BY GLAZING I I a V V u PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL — 1/4'ITW BUILDEX TAPCON "E.D. PRIOR TO MULLION INSTALLATION k+ I I 2°BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8°MIN. EMBEDMENT 1MW' 1/4"RW BUILDEX TAPCON CL� 3/8'MIN. EMBEDMENT INTO WOOD BY OTHERS. INTO WOOD ( SHALL BE PROPERLY ANCHORED (3) PER ANGLE SIDE VIEW B (3) PER ANGLE Gruen er• NM TO WITHSTAND LOADS MIBY GLAZING Dots 02-11-13 44 PRODUCTS TO THE STRUCCTURETURE AND moo, SHALL BE APPROVED BY BUILDING OFFICIAL 1/4•-I• 1/2' 1/2' PRIOR TO MULLION INSTALLATION t c Rarleion: r-+— -T ReHeion: TOP VIEW SIDE VIEW A ••• •••• •• •• ••• •• •• Ipprodmrompl)InQWilli the ••• t ✓ ij J2- D.111 M2011 26dS awndn0 Ro. M201 1 NOTE:ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR •• • •• • •• NOAri d �r_ L "_ FRANCISCO HERNANDEZ MULLIONS 1'X 4'X 1/8°, 1^X 4°X 1/4"AND 2"X 4'X 1/8'. • • • • • • • • • Alh,mlWdePeodoct anlrol FLORIDA PE # 51393 =HEEFOR ANCHOR DESIGN LOADS SEE TABLES p 2 AND#ll 3 ON SHEETS*AND 5"21. •• • • • •• if 0 Ry... -• --,... •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE A3 2°x 5°x 1/8°ALUM.ANGLE FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 .... ............ 5 5/8°INT. LENGTH FOR 2"X5"X 1/8"— WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2"X 6"X 1/8°MULLION 5 3/8"INT. LENGTH FOR ALUM.ANGLE I k—cd 2„ 6" 2"X 6"X 1/4°MULLION 2°X 5"X 1/8°-- 5/8" 58' / Sunshine Windows ALUM.ANGLE 1"BY WOOD BUCKS BY TOHERS. ALUMINUM TUBE MULLION ALUM,TUBE MULUON $14 S.M.S. CL SHALL BE PROPERLY SEALED AND ANCHORED Manufockdng,I= 2"X 6"X 1/8" 2"X 6°X 1 8° (3) EA.ANGLE — -- C --- TO TRANSFER LOADS TO THE STRUCTURE 1745 W.3m Place 2"X 6°X 1 4° / #14 S.M.S. —:r_ 1 SHALL BE APPROVED BY BUILDING OFFICIAL KW h,Rondo=12 / 2"X 6°X 1/4" I� cIt 1 1 Ph:(305)354-5952 I I (3) EA ANGLE 1 1 PRIOR TO MULLION INSTALLATION I 1/2 Fax:(305)828-5118 A N II 11 11 II -r--- II.-- it 11 R. n u u ,'a u , 5 o JI >I 1/4°ITW BUILDER TAPCON 1711• II n a' a II it o II II tl +---4 u e U. v e' p as °a° c '� THROUGH 1°BY WOOD BUCK L EA. 1 3/4°MIN. EMBEDMENT INTO I"BY WOOD BUCKS BY OTHERS. 1/4"I1W BUILDER TAPCON CONCRETE/MASONRY 17 SHALL BE PROPERLY ANCHORED THROUGH 1"BY WOOD BUCK 2 1/2"MIN. (3) PER ANGLE TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4"MIN.EMBEDMENT INTO I-ILI _ SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE — SIDE VIEW A SIDE VIEW B a 1 1/2" 1 1/2" z 7OP VIEW NOTE:ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR O MULLIONS Z"X 6"X 1/8"AND 2°X 6'X 1/4°. FOR ANCHOR DESIGN LOADS SEE TABLES g 2 AND# 3 ON SHEETS 4 AND 5 OF 21. W ANCHOR CONFIGURATION TYPE A3 B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 2"X 5"x i/8°ALUM,ANGLE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2"X 5"X 1/8"-- 5 5/8"INT. LENGTH FOR ALUM.ANGLE 2" 2°X 6"X 1/8°MULLION �—Cd #--f-2°X 5"X 1/8.- 6" 5 3/8"INT. LENGTH FOR ALUM.TUBE MULLION M.ANGLE #14 S.M.S. 5/8° 5/8 2"X 6"X 1/4°MULLIONALUMINUM TUBE MULLION _ 2"X 6"X 1/8" (3) EA.ANGLL 2°BY WOOD BUCK OR WOODEN STRUCTURE 2"X 6°X 1/8" 2"X 6°X 1/4" =ti4 S.M.S. BY OTHERS. 2"X 6°X 1/4" I tl (3)EA.ANGLE r r—CL— ; SHALL BE PROPERLY ANCHORED :r 1 TO WITHSTAND LOADS IMPOSED BY GLAZING II II II 1 1 PRODUCTS TO THE STRUCTURE AND `� Vn 111 ii U u II 1/2' MAX.. 1 1 SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4"ITW BUILDEX TAPCON 5 ° I 1/4"TAPCON —4 _____ - 1 3/8"MIN. EMBEDMENT ° 1 3/8"MIN. EMBEDMENT INTO WOOD I 2"BY WOAD BUCK OR WOODEN STRUCTURE' INTO WOOO BY OTHERS. (3) PER ANGLEE.D. (3) PER ANGLE SHALL BE PROPERLY ANCHORED 1"MIN. i I—CLi TO WITHSTAND LOADS IMPOSED BY GLAZING D—I)r NM PRODUCTS TO THE STRUCTURE AND SIDE VIEW B Date:02-11-13 SHALL BE APPROVED BY BUILDING OFFICIAL $.Is: 1/4°. i" PRIOR TO MULLION INSTALLATION i r J � ReWston; SIDE VIEW A I. 1 1/2" 1 1/2" •• ••• • • • • • •• Approved as oomplylag with toe DRAWING N0. • • • • • • • • • Modda DuldingC `� �� • Date�• F '�' :%, 2- M2011 TOP VIEW • • NOT i ANCHOR C;NFIAUR6**TAIA3 AS SHOWN IS VAUD FOR Nona : FRANCISCO HERNANDEZ •• •••M%1.4S 6":( =/8"S SE&2"X 6"X 1/4". h11A nl adePratuetCont FLORIDA PE # 51393 SHEET FOR ANCHOR DESIGN LOAD E TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. py 1 1 OF 21 — = s • ••• • ••• ••• ••• •• %• %• •• • • • • % • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE B1 FOR 1" X 2" OR i" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CUP SUBSTRATE: CONCRETE 2'OR 3" �CL 1. ALUMINUM V1 MULLION CUP Sunshine Windows ALUM.V1 _ 1 5/8"INT. LENGTH FOR 1745 act3W I- ty4s W.33ra Place MULLION CLIP _ 1 I I I t"X 2°X 1/8°MULLION Nolaoh.Ftoddo 33012 n Ir------ 2 5/8"INT. LENGTH FOR Ph:(305)364-0332 ALUM.TUBE MULLION �n� ALUM.V1 MULLION CUP Pon(30S)92b-seta Ir------yl 1"X 3°X 1/8"MULLION A E 11 11 1/2°MAX. II 11 ALUM.TUBE MULLION 1'x2'x1/8° 1'x3'x 1/8' p p �• n o n I�jl d -1/4°ITW BUILDEX TAPCON p ,: a eii_ 1/4'I1W BUILDEX TAPCON VARIES 1 C"MIN.EMBEDMENT INTO 1 3j4'MIN.EMBEDMENT INTO CONN CRETE E.D. CONCRETE 3" (1) PER LEG 2 1/2"MIN. (1) PER LEG a z TOP VIEW SIDE VIEW A SIDE VIEW B (� a NOTE:ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VAUD FOR MULLIONS 1'X 2"X 1/8°AND t"X 3"X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE# 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE B1 2"OR 3" FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 /8° g/g" WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE 2"X 4"X 1/8"ALUM.ANGLE 1w 1' 1 5/8'INT. LENGTH FOR B 1"X 2'X 1/8°MULLION #14 S.M.S. II II 2 5/8°INT. LENGTH FOR (2) EA ANGLE CL–I ---- ¶ 1"X 3'X 1/8°MULLION <v II #14 S.M.S. Q II 2•X 2'X 1/8" _ ALUM.TUBE MULLION I (2) �ANGLEII ` II ALUM.ANGLE i —2'X 2'X 1/8" II II (2)SEA.ANGLE I I ALUM.ANGLE 1/2'MAX. if I ►A �I I� e p � jj a p �. p a p 11 1/4"ITW BUILDEX TAPCON ALUM.TUBE MIULUON p p �� p p p�� p . E.O. 1 3/4'NCR MIN. EMBEDMENT INTO 1"x 2"x 1/8' _ t _ a.(} a (fes-1/4'ITW BUILDER TAPCON E. CONCRETE SLE w e 2 1/2"MIN. () 1° x 3°x 1/8° � 1 3j4"MIN. EMBEDMENT INTO 3. I (1) PERTE Da"wNM � �- (1} PER ANGLE SIDE VIEW B Data: 0 2-11-13 VARIES MIN. ' Scots: 3/8"- t" SIDE VIEW A Revteton: Revbton: Approved as eanplytoanitb the MWINO NO. TOP VIEW •• ••• • • • • • •• Florida Rstdi Cw • • . • . . • • • w k 2-2� ,3 M2011 • • •• • • • • • flele '� .,r FRANCISCO HERNANDEZ NOTE'X;HOR CBNFNI 401,1.1"B1 AS SHOWN ON THIS SHEET IS VAUD FOR Noxa_;gym u FLORIDA PE # 51393 SHEET ��R L�I�C& a "t 1 8 D 1'x 3°X 1 8 A10 rn1 ade Peodset onlrvl ••• •OR NNCHOR DESIGN LOADS �}�I# 2 ON SHEET 4 OF 21. 12 OF 21 • ••• • ••• ••• ••• • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE B2 FOR 1" 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 1/8- - ALUM.ANGLE 4° 2"X 5"X 1/8'ALUM.ANGLE Sunshine Windows f 5/8" 5/8 3 5/8" INT.LENGTH FOR manufacturing,Inc. ALUM.TUBE MULLION I 1"OR 2"2°X 5"X 1/8" 4"X 1"X 1/8°MULLION 1745 W.33rd Place 1"x 4"x 1/8" 3 3/8°INT.LENGTH FOR wale¢^,Flatdo 33012 1" x 4"x 1/4"----- ALUM.ANGLE #14 S.M.S. I I Ph:(305)784-9652 2"x 4°x 1 8° ALUM.TUBE MULLION I (2) I - ---- I 4"X 1°X 1/4°MULLION Por.(305)sza-arta / 1"x 4"x 1/8" 3 5/8°INT.LENGTH FOR A o i"x 4"x 1/4" III #14 S.M.S. ® 4"X 2"X 1/8"MULLION ##-- 2"x 4"x 1/8" I y (2) EA ANGLE 1/2'MAX. 11 a 11 °° 1/4"ITW BUILDEX TAPCON ro °u ° u. u ° 11 , °, u ' fN.EMBEDMENT INTO i � CONCRETETE 1/4"ITW BUILDEX TAPCON 1 -k (2) PER ANGLE 1 3/4"MIN.EMBEDMENT INTO 2 I/z w9. \1/2.4 —441/2" SIDE VIEW A (2)NPER ANGLE SIDE VIEW B 1„a 0 TOP VIEW NOTE:ANCHOR CONFIGURATION TYPE B2 AS SHOWN IS VALID FOR MULLIONS 1"X 4" X 1/8°, 1°X 4"X 1/4°AND 2°X 4°X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND #3 ON SHEETS 5 AND 6 OF 22. ANCHOR CONFIGURATION TYPE B3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE 4" 2°X 5"X 1/8°ALUM.ANGLE 2"X 5"X 1/8" 5/8" 5/8 4°X 1"X 1/8"MULLION ALUM.ANGLE 3 5/8"INT. LENGTH FOR 1"OR 2" #14 S.M.S. I I 3 3/8"INT.LENGTH FOR ALUM.TUBE MUWON —} 2°X 5°X 1/8° (3)EA.ANGLE __ �L I 4°X 1"X 1/4"MULLION 1° x 4°x 1/8° ALUM.ANGLE �j ® 3 5/8"INT.LENGTH FOR 1"x 4"x 1/4" --- ALUM.TUBE MUWON T 4"X 2"X 1/8°MULLION 2" x 4"x 1/8" 1°x 4"x 1/8" t4 S.M.S. 1/2"MAX., w 1"x 4"x 1/4° A 2"x 4"x 1 8 ici (3)EA.ANGLE ° ° °ii°^Nile °ii ° o /° I + °❑ n °I 1/4'ITW BUILDEX TAPCON it u , II ° , II ° ° �, °v° e ' 1 3/4"MIN.EMBEDMENT INTO ii., ° °° ii ° °° ii ° b°ii ° I CONCRETE 11 R a :° . 11 ° s --`—f (3) PER ANGLE SIDE VIEW B in �1/4"DW BUILDEX TAPCON SLI SIDE VIEW A 1 3/4"MIN.EMBEDMENT INTO CONCRETE D—ey: NM (3) PER ANGLE Date:02-11-13 1/2°� if2" soda: 71T R.Iatac •• ••• • • • • • •• 4pprond av ca.oplping frith the 'V ✓1 ' DRAWINO N0. e • • • • • • • • FloridaavldlapCq* - 2-2y-iM2011 Do-TOP VIEW •• •IOT`•AQCH(t(Z"F;jl NO c rte: .�� FRANCISCO HERNANDEZ yr N Xx�i 44 IOt�jyPE B3 AS SHOWN A 2- FOR NOAO v, � FLORIDA PE # 51393 • • • MVLU4NS.1 •X 1/b"•1"X 4° X 1/4°AND 2°X 4"X lf8". Aflanl lTad¢Prodnet Control L13 ET •• 090 IFAR ANAHOR SESI®N LOADS SEE TABLES#2 AND#3 ON SHEETS 4 AND 5 OF 21. lly, OF 21 • • • • • • • •• • •• • • •• • •• •• • • • •• •• ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE Sunshine Windows Manufacturing,Inc. 1745 W.33rd Plaae Wall,PtoMo 33912 Ph:(305)384-9852 F..(305)828-01 IS B 2"X 5°X 1/8°ALUM.ANGLE 2"X 5°X 1/8" - 5 5/8"INT. LENGTH ALUM.ANGLE T T 8° FOR 2'X 6"X 1/8'MULLION 2° 5/8" 5/8 5 3/6"INT. LENGTH f---t 2"X 5°X 1/8° 14 S.M.S. tf FOR 2"X 6"X 1/4°MULLION IL-1 ALUM.TUBE MULLION I ALUM.TUBE MULLION— ALUM.ANGLE (3) EA.ANGLE I CL 1 z 2"X 6"X 1/8° — -----t --- 0 2"X 6"X 1/4" I 2''X 6°X 1/4° =I #14 S.M.S. *4 (3)EA.ANGLE 1/2°MAXLL— N A 11 tl " a p II It + II .II al 1/4"ITW BUILDEX TAPCON —4- u ° ° u it ° u pu ° u 1 3/4"MIN. EMBEDMENT INTO E.b.' CONCRETE ---_ 1/4°RW BUILDEX TAPCON 2 1/2"MIN. (3)PER ANGLE in 1 3/4"MIN.EMBEDMENT INTO 4 a' CONCRETE I (3)PER ANGLE SIDE VIEW 8 Nly SIDE VIEW A 1 1/2° 1 1/2° TOP VIEW ona,n,b, NM Dot.:02-11-13 seals: 1/4'- 1' '�{ � g--/�---�-- Rsvteton: ' � 7 Rav]eiore T i 4pl,.Ivd as complylog with the l 11NAWING N0. • ••• • • • • • •• Piarida RalGing Craig - Z ZQ 13 • NOTE:41NEHOY CQNFIGURAiIONfTYPE 83 AS SHOWN IS VALID FOR NOAP-r- < T FRANCISCO HERNANDEZ • •• •M�1ipLUONS 0'YPSP4K 1/84 AND 2"X 6°X 1/4'. 5lyvat0>dc�duet oa FLORIDA PE # 51393 ••• •• •J((ART&ItSIC; LESSEE TABLES 12 AND#3 ON SHEETS 4 AND 5 OF 21.By f' :re 1/12' • ••• • ••• ••• ••• • • • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ANCHOR CONFIGURATION TYPE C1 FOR 1" X 2" OR 1' X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE: METAL 2"OR 3' ALUMINUM V1 MULUON CLIP BCL 1 5/8"INT. LENGTH FOR $U9Shln2IndOW3 1"X 2"X 1/8'MULLION I�onufacturin Inc. I I I 1 2 5/8"INT. LENGTH FOR g ALUM.VI ALUM. TUBE MULLION I JI I I 1"X 3"X 1/8' MULLION 1745Rol W. eo Plotz MULLION CUP ___ _ �ni ---- �I Ir------1j Ph:(305)384-8852 II 11 Fo■:(3Ds)828 8118 II If L--i ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS A II II SHALL WITHSTAND ANCHOR SHEAR FORCES 1/2'MAY- MINIMUM THICKNESS = 1/8" ALUM. TUBE MULLION 1/4'S.M.S.GRADE 5 THROUGH METAL (SEE NOTE 7 ON SHEET 1) 1'x 2"x 1/8" - - (1) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION 1'z 3"x 1/8° METAL STRUCTURAL MEMBERS BY OTHERS 1/4°S.M.S. 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 1"MIN. PRIOR TO MULLION INSTALLATION ra TOP VIEW SIDE VIEW A SIDE VIEW 8 0 a NOTE:ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VAUD FOR MULLIONS 1"X 2'X 1/8'AND 1'X 3'X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE# 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE C1 2"OR 3" FOR 1" X 2" OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER ENO 2 5/8" 5f8" ALUMINUM 2'X 2"X 1/8°ANGLE WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1 5/8"NT. LENGTH FOR IV 1, V X 2"X 1/8"MULLION B �`��` #14 S.M.S. 2 5/8'INT. LENGTH FOR CL--I 1 (2)FA ANGLE IF ---- �I V X 3'X 1/8'MULLION 2'X 2"X 1/8° ALUM.TUBE MULLION 4 ANY APPROVED MULLION OR I j METAL STRUCTURAL MEMBERS BY OTHERS ALUM,14 ANGLE'/8'— #14 S.M.S. SII ALUM.ANGLE 1f2"MAX 4 q MINIMUM THICKNESS -SHALL WITHSTAND OR 1/8SHEAR FORCES (2) FA.ANGLE (2) EA.ANGLE �� (SE NOTE 7 ON SHEET 1) 'A j1 I SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION ALUM. BE MULUON 1/4'S.M.S.GRADE 5 THROUGH METAL 1/4°S.M.S. GRADE 5 THROUGH METAL 1" x 2"z 1/1 - - (1)PER ANGLE E.D. (1)PER ANGLE I*x 3°x 1/8. ANY APPROVED MULLION ORMETAL STRUCTURAL MEMBERS BY OTHERS 1'MIN. � F oAda jtntdi o C lg x1Ut tke D.-by NM SHAD.WITHSTAND ANCHOR SHEAR FORCES Date U ice. Oct.: 112-11-13 MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) Scale: 3/8'- 1' SHALL BE APPROVED BY BUILDING OFFICIAL 13lnntl Dade PraduN Cantrot Reviaton: PRIOR TO MULLION INSTALLATIONof 9 IN r'; %y'_ Reweton: TOP VIEW • •SIDEWIEW R • • • SIDE VIEW B v�' 2-25-tom txenM2ND. • • •• • • • • • FRANCISCO HERNANDEZ M2011 ••NOTr.iN(�OI:COQFIGQR4oASYPE%AS SHOWN IS VALID FOR FLORIDA PE # 51393 SHEET •• ••OAULLOW 1"Of 2'*1,4"AN@ 1"X 3"X 1/8°. FOR ANCHOR DESIGN LOADS SEE TABLE# 2 ON SHEET 4 OF 21. 1 cJ OF Z 1 •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • ••• •• ••• • ••• •• ••• • ••• • ANCHOR CONFIGURATION TYPE C2 $ FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 ALUMINUM Vt MULLION CUP WITH VI AND V2 CLIPS SUBSTRATE: METAL 4° 3 5/8"INT, LENGTH FOR ALUM. MULLION CUP1°X 4"X 1/8"MULLION V1 CLIP FOR I"MULL 1'OR 2" ALLUMINUM V2 MULLION CLIP V2 CUP FOR 2"MULL 3 5/8°INT. LENGTH FOR ......... •�do..s 2'X 4'X 1/8'MULLION Sunshine Windows Manufacturing, ALUM. TUBE MULLION i I ring,Inc. I'x 4"x 1/8' I I I 1 1745 W.33rd Pla" 2"x 4°x 1/8' --- ALUM.TUBE MULLION I^I ir-------- �I Hlolaoh,Wawa=12 I rnl -------.1 Ph:(308)384-9852 Ir I Fxi(305)828-8118 II II II 11 ANY APPROVED MULLION OR tl It METAL STRUCTURAL MEMBERS BY OTHERS 'A _____—__ I I I I 11 SHALL WITHSTAND ANCHOR SHEAR FORCES 1/2° MAX. 1— MINIMUM THICKNESS = 1f8° 1/4"S.M.S.GRADE 5 ��k— (SEE NOTE 7 ON SHEET 1) THROUGH METAL(2) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL --- LANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E.D. f/4°S.M.S.THROUGH METAL SHALL WITHSTAND ANCHOR SHEAR FORCES 1'MIN MINIMUM THICKNESS = 1/8'(SEE NOTE 7 ON SHEET 1) (2) PER LEG 1/2' 1/2a SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A SIDE VIEW B Q a NOTE:ANCHOR CONFIGURATION TYPE 02 AS SHOWN IS VALID FOR 1°X 4'X 1/8'AND 2'X 4" X 1/8"MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND#3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C2 � FOR 1" X 4° OR 2" X 4' MULLIONS NUMBER OF ANCHORS PER END = 4 4° 2°X 2'X 1/8°ALUM.ANGLE $ WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 5/8` 5/8" 3 5/8°INT. LENGTH FOR 2"X 4'X 1/8" 4'X 1'X 1/8' MULLIONALUM.ANGLE 1'OR 2" 3 3/8° INT. LENGTH FOR 4"X 1"X 1/4'MULLION ALUM.TUBE MULLION X14 S.M.S. 3 5/8'INT.LLENGTH FOR 1"x 4°x 1/8' I I _ 4'X 2"X 1/8"MULLION 2"x 4°x 1/8' —— ALUM. TUBE MULLION (2) EA.ANGLE I _____ I — (z) E0.ar�ciE I'� Ir O Ii ANY APPROVED MULLION OR IN 11 1I II II METAL STRUCTURAL MEMBERS BY OTHERS A II II 1/2" II 11 MINIMUM THICKNESSSHALL WITHSTAND NCH0/8SHEAR FORCES 1/4'S.M.S. GRADE 5 (SEE NOTE 7 ON SHEET 1) THROUGH METAL E PER ANGLE SHALL BE APPROVED BY BUILDING OFFICIAL LANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION — — METAL STRUCTURAL MEMBERS BY OTHERS E.D. Drown NM I 1 SHALL WITHSTAND ANCHOR SHEAR FORCES 1/4'S.M.S.GRADE 5 THROUGH METAL b2 1'MIN. Oats:02-11-13 MINIMUM THICKNESS = 1/8'(SEE NOTE 7 ON SHEET 1) {2) PER ANGLE sea1o. 3/8"-1• 1/2° 1/2' SHALL BE APPROVED BRW.1oa- ATIOING OFFICIAL �_ PRIOR TO MULLION INSTALLATION �� Revlalon:. •• ••• • • • • • •• Approved as eoamplylag with thr _.%� DRAMNO NO. • • • • • • • • • ridn)iuldi"g C�1,P �' TOP VIEW • •SI •LIEN R • • • SIDE VIEW1e ., a•Zs—,3` M2011 • •• • • • ••• • �(f- �?` 'NOA FRANCISCO HEKNANDEZ •• •JTE:AW(MOR•Q)AFIgR+N•Trt C2 AS SHOWN ON THIS SHEET IS VALID FOR MlamltladePeoduet�Conlgi FLORIDA PE # 51393 SHEET I-X 4"X 1/8, 1 X 4"X 1/4'AND 2' X 4'X 1/8"MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. • ••• • ••• ••• ••• • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE C3 - B FOR 1" X 4", 2' X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 ALUMINUM VI MULLION CUP FALu M. MULLION CUP WITH V1 AND V2 CUPS SUBSTRATE: METAL 4°OR 6" 3 5/8"INT. LENGTH FOR ALUM.TUBE MULLION V1 CUP FOR 1" MULL 1'OR 2" i'X IN X 1/8°MULLION _ 1"x 4'x 1/8' V2 CUP FOR 2"MULL ALLUMINUM V2 MULLION CUP 3 5/8'INT. LENGTH FOR SUn3111n8 Windows 2"x 4°x 1/8° --- 2°X 4°X 1/8'MULLION I I Manufacturing,Inc. 2"x 6"x 1/8" I I I I 1745 W.33rd Placa ALUM.TUBE MULLION �nl Ir -------q � ((3o je4a-0952 CL II II 11 —- 11 ANY APPROVED MULLION OR Fox:(3Q5)828-6178 N I II II II If METAL STRUCTURAL MEMBERS BY O1}IERS 'A o ____ SHALL WITHSTAND ANCHOR SHEAR FORCES * t — MAX1/2— ' — MINIMUM THICKNESS = 1/8' 1/4"S.M.S. GRADE 5 (SEE NOTE 7 ON SHEEP 1) THROUGH METAL(3) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIORTO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E•D 1/4'S.M.S.THROUGH METAL SHALL WITHSTAND ANCHOR SHEAR FORCES 1"MIN MINIMUM THICKNESS = 1/8°(SEE NOTE 7 ON SHEET 1) (2) PER LEG 1/2' 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL r7 PRIOR TO MULUON INSTALLATION TOP VIEW SIDE VIEW A SIDE VIEW B Q a NOTE:ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VAUD FOR 1"X4"X 1/8", 2°X4"X 1/8"AND 2'X6'X 1/8" FOR ANCHOR DESIGN LOADS SEE TABLES# 2 AND$ 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 2"x 2"X 1/8"ALUM,ANGLE ALUM.TUBE MUWON IV FOR 1" X 4", 2" X 4' OR 2" X 6° MULLIONS NUMBER OF ANCHORS PER END = 6 3 5/8'INT. LENGTH FOR 1"x 4°x 1/8' fd WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1°X 4°X 1/8"MULLION 1" x 4'x 1/4' 4"OR 6' 3 3/8' INT. LENGTH FOR 2"x 4"x 1/8" FALUM.ANGLE/8° 1'OR 2" 5/8" 5/8 1"X 4°X 1/4'MULLION 2"x 6"x 1/8' I I 3 5/8"HNT. LENGTH FOR 2"x 6"x 1/4" 2"X 4'X 1/8"MULLION 5 5/8"INT. LENGTH FOR CL I 2'X 6"X 1/4'MULLION ALUM.TUBE MULLION ---�--- 11 1CL #14 S.M.S. 1K 1 #14 S.M.S. O h ANY APPROVED MULLION OR -- lit N (3) EA ANGLE ,I II (3) EA.ANGLE , 1� METAL STRUCTURAL MEMBERS BY OTHERS SHAD.WITHSTAND ANCHOR SHEAR FORCES 'A o 1/4'S.M.S.GRADE 5 1/2" MINIMUM TTACKNESS = 1/8' THROUGH METAL (2)PER ANGLE (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL r ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION N METAL STRUCTURAL MEMBERS BY OTHERS , 1/4"S.M.S.THROUGH METAL Dror ny NM SHALL WITHSTAND ANCHOR SHEAR FORCES 1"MW. (2) PER LEG Oct.:02-11-13 MINIMUM THICKNESS = 1/8'(SEE NOTE 7 ON SHEET 1) scaler 3/8'. t• 1/2' 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL ( FWalare PRIOR TO MULLION INSTALLATION y Ravtatons •• ••• • • • • • •• V '✓1 ORAWiNC NO. TOP VIEW i •�IQE SIE4=Ai i i SIDE VIEW tnoilduoildlpfl opo. with 140 '0-26-4� M2011 • •• • • • • ••• • Date) yW, FRANCISCO HERNANDEZ • N/TE:•ANBHOLiCONFIGWR0ON TYPi C3 AS SHOWN IS VAUD FOR MULLIONS 1' X 4'X 1/8", NOAn 1 E ;Z: Z.&Z:- T, FLORIDA PE # 51393 SHEET Minmt Dndc Pr.Jael Cogiro •• 000 f4'7(4°1 1/4•,20 X 4"X 1/8", 2'X 6"X 1/8°AND 2"X 6"X 1/4". FOR ANCHOR DESfGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ih s^ { q: 117 OF 21 •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATIONS D2,D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS _ WITH U CUPS SUBSTRATE: METAL Sunshige Windo" Manufacturing,Inc. 1 1745 W.oft=2 Mataoh,Florida 31012 Ph:(305),154-9952 Fox:(305)828-5118 I 2x I I 2• I I 2• I I 3- I I 3, I I 4. I 15/8• 5/8.1 15/8- 5/8"1 15/8' 5/8, 15f8^ 5/g•I 15/8 5J8'1 ISJ8° 5/81 I I I I I I I I I I I I t _ L _ J I — J ---- 1 L ____ J I —————— — -1 I � ® (DI ® ® I I ® ® I f ® (D w 1 I I 1 I I 1 I ° I I 15/18 15/16- - 7/8' 7/8' 5/8 5/8' 7/8 7/8" 5/8' 15/8° 15/1V1.5/81,1. 5/8/8 O I I I I I I M_M M_M M_M C p• I 3' I 4"OR 8 Lp,3' 4°OR 6' 4'OR 6" _ W C I I C I / C I I C "U°CUP (TYPICAL) I I C ' I C ANCHOR CONFIG.D2 ANCHOR CONFIG.D2 ANCHOR CONFIG.D2 ANCHOR CONFIG.D3 ANCHOR CONFIG.D3 ANCHOR CONFIG.D4 FOR 1" X 2" TO 1" X 2' FOR 1' X 2" TO 1' X 3" FOR 1" X 2" TO 1" X 4' FOR 1" X 3"TO 1" X 3" FOR 1" X 3" TO 1' X 4" FOR 1" X 4" TO 1" X 4' CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION 1' "U"CUP SEE "U"CLIP DETAIL wa.a NM ON SHEET 2 OF 21 Dolt. —1 02—tt3 'I swto: 1/2' 1" RC481 n: ` Revtetan: NOTE:�L•SCRN U40 EOR jd W0jTO�MUUAff CONNECTIONS 4wevedascovpl-lags0lblbv ✓. ' oRavnRo tto. *SHOWN ON THIS 94ET CHAYL BE#•14 f.M.S. GRADE 5. pa�ed�a"mma Cl, V._'- {{� 2.2S-t'� M2011 FLS ANCgb:S tSS114 I:AD:S or f 3LE�Z ON SHEET 4 OF 21. NOa&'��L FRANCISCO HERNANDEZ M1ltaml7iiadePeodu. oto FLORIDA PE # 51393 SHEET SECTION C-C �11/ 1$ OF 21 • ••• • ••• ••• ••• 0 • 000 • • TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE 3 1/2"0 OR 4"0 'TYPE BR2,BR3,CR2 AND CR3 FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION ROUND MULLIONS ALUM.TUBE MULLION 3 1/2"o AND 4"0 �ti h 1/8"THICK ALUM. CIRCULAR PATE 1 $Unefif(le•WindOWe STRUCTURAL WALL/BEAM I WELDED TO ALUM. SLEEVE. h MUnUfUCtUflMJ,InC. "j 1749 W.33rd Pbce 1/2 � '\ STRUCTURAL WALL/BEAM woleed,Turbo 339ta a Pht(30.5)394-8982 M / \ 2- C N - - - L - ----- \ M n 3 1/2"0 OR 4"0 n / ALUM.TUBE MULLION — _ —_---- D, t N ALUM.SLEEVE FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION M VARIES ° STTRUBCTU WALL , a z 5 1/2"FOR 3 1/2" IMULLION 6" FOR 4"0 MULLION �� 90' VARIES A° �y ANCHOR CONFIGURATION a 5 t/2"FOR 3 1/2"0 MULLION 6"FOR 4"0 MULLION BR2 AND CR2 FOR 180'ANGLE \\ .�� // ANCHOR CONFIGURATION rp7q \ % BR3 AND CR3 H FOR 135 ANGLE 3 1/2"0 OR 4"0 ALUM. TUBE MULLION /'\ 1/8"THICK ALUM. CIRCULAR PLATE ALUM. SLEEVE -- I / WELDED TO ALUM. SLEEVE, FOR 3 1/2"0 OR 4"0 ALUM.TUBE MULLION 1 VARIES 5 1/2"FOR 3 1/2"0 MULLION 6"FOR 4"0 MULLION D.-by;- M ANCHOR CONFIGURATION sole:02-11-13 State: 1/4"e I' BR3 AND CR3 — ROW. F 90'ANGLE 1, ReWnion: •• ••• • • • • � approveU os �dt>t me �—�f..'t/�. • • • • .0. • • • nodda Ruldine Cods ORAYlINO N0. • •• • • • • • bate, .:r- ,.y,�,.,"_. . :C t 2-0.`'-'j$ M2011 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 Off allEET%OF:i.• • • ••• • NOc � FRANCISCO HERNANDEZ • • • • • • • 5fiaml ade m et ontrol FLORIDA PE 51393 •• ••• •• • • • •• ` SHEET 19 OF 21 • ••• • ••• ••• ••• •• • • ••• • • • • • •• •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TOP VIEWS FOR ANCHOR CONFIGURATION ALUM.SLEEVE3 1/2°0 OR eo TYPE BR4 AND CR4 FOR 3 1/2"0 OR 4"0ALUM.TUBE MULLION ROUND MULLIONS °��' �° ALUM. TUBE MULLION 3 1/2"0 AND 4"0 "ry "3 1/8"THICK ALUM.CIRCULAR PLATE A Sunshine Windows STRUCTURAL WALL/BEAM I WELDED TO ALUM.SLEEVE, h ° Monufacturing,kte. ^3 'b 1740 W.3314 Piave 1/2" N 'cV "3 ?)?° STRUCTURAL WALL/BEAM Moiaah,Floft 33912 \ ry Ph:(300)394-9962 Faa:(300)828-9119 1/2' a N " 3 1/2"0 OR 4"0 TALUM. TUBE MULLION _ — _—_-- 8 \' ALUMINUM SLEEVE — 1 N N N FOR 3 1/2-0 OR VO � '� � ALUM. BE MULLION N N1 �, /2" VARIES STRUCTURAL WALL h6, , N Z �a OR BEAM J �> 3 7 15" 0 5 1/2"FOR 3 1/2"0 MULLION ��,`.� VARIES 6" FOR 4"O MULLION �O S 90' �� ANCHOR CONFIGURATION h J 5 1/2"FOR 3 1/2"0 MULLION BR4 AND CR4 �"� 1/2' 6" FOR 4"0 MULLION FOR 18V ANGLE \\ ° ANCHOR CONFIGURATION BR4 AND CR4 H FOR 135 ANGLE 3 1/2"0 OR 4'0 ALUM.TUBE MULLION I 1/8"THICK. ALUM.CIRCULAR PLATE ALUMINUM SLEEVE WELDED TO ALUM.SLEEVE. FOR 3 1/2"0 OR 4"0 ALUM.TUBE MULLION I VARIES 5 1/2"FOR 3 1/2.0 MULLION 6" FOR 4"0 MULLION n a."I, NM ANCHOR CONFIGURATION We:02-1 t-13 Style: 1l4"a 1" BR4 AND CR4 — ReYie— F $90"ANGLE e 1 RawDon• •• 000 • • • • • Q pprore4 as cont 1 p3'�1�Ilh the ,.,f DRAWING N0. • i • • s • • • • Pi"d4a&d41R0 Celt • • •• • • • • • Date_tl nes r' = v `''F3 M201 1 NOTE FOR MUlL10N AND ANCHOR DESIGN LOADS SEE TABLE# 4 ON•5rEET a 4F+I. • •i NOpe_i,�:) ;:T-T FRANCISCO HERNANDE2 •• ••• •• o • • •• M1fiumi Dadc Produet Contrail FLORIDA PE # 51393 SHEET Ox,i'„''u � 20 OF 21 • •e• • ••• ••• ••• • • • • s • •• %• %• •• • • • • % • • • • •e• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDE VIEWS FOR ° ANCHOR CONFIGURATION TYPE BR2,BR3 AND BR4 ROUND MULLIONS 3 1/2"0 AND 4.0 SUBSTRATE: CONCRETE Sunshine Windows 3 1/2°0 OR 4"0 3 1/2"0 OR 4"0 3 1/2.0 OR 4.0 Manufacturing,Inc. ALUM.TUBE MULLION ALUM.TUBE MULLION ALUM.TUBE MULLION 1745 W.33rd Placa 1 I 1 I Kalwh,Mama 33012 I 1 I I I Ph:C305),184-9052 N ----- 1/8°THICK ALUM.CIRCULAR PLATE �+ ----- 1/8°THICK.ALUM. CIRCULAR PLATE N ----- 1/8°THICK.ALUM.CIRCULAR PLATE Fox:(308)828-8118 WELDED TO ALUM.SLEEVE. i j WELDED TO ALUM. SLEEVE. i j WELDED TO ALUM.SLEEVE. I iv 1I N I I N 1 Ai alp 1 :61 e D e II p e D e D Ila IIp II o D e D Iia p II e D IIp D II ell D II 11 D 1/4"I1W BUILDEX TAP(ON , D, n u 11 Ir =1/4°ITW BUILDEX TAPCOND, p-1/4°nBUILOEX TAPCON V 1 3/4"MIN. EMBEDMENT INTO V e V u 1 3/4"MIN. EMBEDMENT INTO V V 1 3/4°MIN. EMBEDMENT INTO CONCRETE CONCRETE CONCRETE (2) PER PLATE (3) PER PLATE (4) PER PLATE SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONFIG.BR2 ANCHOR CONFIG.BR3 ANCHOR CONFIG.BR4 a NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END 3 NUMBER OF ANCHORS PER END - 4 Z NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 8 OF 21. ra SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2,CR3 AND CR4 ROUND MULLIONS 3 1/2.0 OR 4°O W 3 1/2.0 AND 4"0 '� 1 ALUM,TUBE MULLION �) SUBSTRATE: METAL N _____ 1/8"THICK ALUMINUM CIRCULAR PLATE IE7-I WELDED TO ALUMINUM SLEEVE. METAL STRUCTURAL MEMBERS BY OTHERS 3 1/2"� OR IVO 3 1/2"Q OR 4°� MINIMUM THICKNESS = 1/8° 1 I ALUM, TUBE MULLION 1 ALUM.TUBE MULLION (SEE NOTE 7 ON SHEET 1) 1/8°THICK.ALUM.CIRCULAR PLATE 1/8°THICK ALUMINUM CIRCULAR PLATE SHALL WITHSTAND ANCHOR SHEAR FORCES `� ---- 1 WELDED TO ALU .SLEEVE. ---u 1 WELOEO TO ALUMINUM SLEEVE. AND SHALL BE APPROVED BY BUILDING I I z 1 OFFICIAL PRIOR TO MULLION INSTALLATION c' I METAL STRUCTURAL MEMBERS BY OTHERS 1 N i METAL STRUCTURAL MEMBERS BY OTHERS E.D. MINIMUM THICKNESS= 1/8° MINIMUM THICKNESS = 1/8" 1"MW (SEE NOTE 7 ON SWEET 1) (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES SHALL WITHSTAND 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 E.D. OFFlCIAL PRIOR TO MULLION INSTALLATION ED OFFICIAL PRIOR TO MULLION INSTALLATION 1"MIN 1"MIN ANCHOR CONFIG.CR4 1/4"S.M,S.WOE 5 THROUGH METAL NUMBER OF ANCHORS PER END = 4 1/4°S.M.S.GRADE 5 THROUGH METAL (3) PER PLATE SIDE VIEW C (2) PER PLATE SIDE VIEW D Organ NM Data:022-11-13 ANCHOR CONFIG.CR2 ANCHOR CONFIG.CR3 gaale; 1/4'a I• Rartalon: NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END = 3 RMaion: •• ••• • • • • • •• approved"001111114-199 1711b the r DRAMNO NO. • • • • • • • • • Fi-&14emdia code M2011 • • •• • • • • • - 2-25 ra Date U 9^ �s:. - �i-- NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE #4 AI�SHEE1 0:2� • • ••• • NOAd_�� FRANCISCO HERNANDEZ e r FLORIDA PE # 51393 • • • • • Afarelbadarradaelcaatwt SHEET to ••• •• • • • •• ns6`'r 21 OF 21 • ••• • ••• ••• ••• •• ••• • •• ••• •• • • • • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . MMDUDE 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) _ miamt e. ova era 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 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 112000"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No. SH0841,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,prepllwADy manufacturer,signed and scaled by Francisco Hernandez,P. E.,bearing the Miami-Dade•Coun� Product '''': Control Revision stamp with the Notice of Acceptance number and expiration date py,�,l�e,Mian1i-04d�e .... County Product Control Section. • 96 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 000000 ;0••;• 0 LABELING:Each unit shall bear a permanent label with the manufacturer's name,pr ligo,city,stialq, • model/series;and following statement: "Miami-Dade County Product Control AppsQN?QX",unies.%9fh*wise...:• noted herein. ...... • RENEWAL of this NOA shall be considered after a renewal application has been'filed dhd thdre h&been••••'• no change in the applicable building code negatively affecting the performance of kq product.', .... TERMINATION of this NOA will occur after the expiration date or if there has been a revision ai diange 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. NOA No.12-0320.07 � APNR;�, torr Expiration Date: April 24,2018 Approval Date: May 17,2012 75—/1002 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08-01, Sheets 1 through 6 of 6,titled"Series 2000 Aluminum Single Hung Impact Resistant Glass",dated 04/02/08,with revision 41 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 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-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,`I'A8'203-94.. .' 6)Forced Entry Test, per FBC 2411 3.2.1,TAIR 202-94: ••• •••• • along with marked-up drawings and installation diagram of a senes 2000 aluminum:....: single hung window,prepared by Fenestration Testing Labor%*�,•Inc., IristeReport •• No. FTL-5252,dated 08/17/07,signed and sealed by Carlos&•Rionda, P.&.. ..:..' (Submitted under previous NOA No.08-0219.03) •• •• •• •••••• . . . . ...... C. CALCULATIONS ;••••• 1. Anchor verification calculations and structural analysis, compiying with FBG.2004:"": and FBC-2007,prepared by manufacturer, dated 12/22/07, signed and settled ty Francisco Hernandez,P. E. (Submi'fted under previous NOA#09-1217.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel PerR Product Control E Ek r NOA No. 12- 7 Expiration Date: April 24,2018 Approval Date: May 17,2012 E- 1 Sunshine Windows Manufacturing,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 ButaciteO 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. FTL-5252 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. Ronda,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. .080.0 0000.. .. .. . . 6 .. 0 000066 0000 . 0 0000 0 0000 ..000... 000.. . 6 0000. . . 0000.. . ... 00000 6 0 0 0 .. 00 00 0 4060.0 66.646 . 0 .. 46.6... 000 4 . . 00:00. 00 . 0 .66 6 00 0 Manuel Pere P 'roduct Control Exa Perez . NOA No.12-0320.07 Expiration Date: April 24,2018 Approval Date: May 17,2012 E-2 i HEAD ANCHORS SEE CHART +': '" a 4 10"MAX { :;;;::..•:i'r.++'^i;:: I Sunshine Vindows jj ACT G II S FALSE MUNINS DESIGN PRESSURES CHART-P5F WINDOW ANCHOR DIBIGN kindachift Inc. I (SURFACE APPLIED) 1748 W.33r4 Plane MAY BE USED ��.��33012 _ _ DIlNENBION SCHEDiA.E P$FbBi!!<E•F8F ________�L_________,L___cc_ i Ph:(388)384-9982 _ __ Fax:(308)92a-8118 PER BEAD I' WIDTH HEIGHT ANDSHI• PERJAMB EXT. DVT. I B ii D1 is 1/81 3 90.0 90.0 26 1/2" 28- 3 3 90.0 90.0 IM ACT GLA4S 37" 4 90.0 90.0 (---------ii,-------- p 53 1/8" 6 r 75.0 75.0 I -------- 19 1/8" 3 90.0 90.0 C3 C4 I 26 1/2" 38 3/8" 3 4 90.0 90.0 37" 4 90.0 90.0 W -i 10"MAX.�- 53 1/8" 6 75.0 75.0 19 1/8" 3 90.0 90.0 N 7 WINDOW WIDTH 26 1/2" 3 90.0 90.0 y F 37" 50 S/8" 4 6 90.0 90.0 IIP��444 TIPICAL ELEVATION I OVER I 53 1/8" 6 75.0 75,0 GENERALN0TE9: 19 1/e" 3 75.0 75.0 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 26 1/2" 37 75.0 75.0 2.- SHUTTERS ARE NOT REQUIRED. 37" 83" 4 75.0 75.0 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN/ PRESSURES CHART.BY ELCO 53 1/8" 6 _T5.0 75.0 4.- WITH 1�1C/4'MIN.NT INTO EMB DMENTEINTORCOONCR%E MASONRY AND ?ONRY WITH 1 BY USE 1/2" MIEN. DGECDSTANCE. 19 1/8" 3 75.0 75.0 FOR ATTAC}2{WENT INTO 2 BY OR WOODEN STR�CTURE USE 1 4 D{IAM. ULTRACON BY ELCO WITH t 1/2 MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE, 26 1/2" 3 75.0 75.0 FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS 74 1/4" 8 c WITH 1" MIN. EDGE DISTANCE. 37" 4 75.0 75.0 5.- CONCRETE STRENGTH Vc=3,200 pal MIN., CMU PER ASTM C90, FILLED CMU IM-2,000 psi MIN. 75.0 75.0 8.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" Gm 0.55 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 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) w AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. j f d PRODUCE EI Uie F6orWs u complying DRAWING No. GLASS: B ildmgCad° SH08-01 •• ••• • • • • • •• Acaepuuwa Ho '0 •0 �B 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF • • • • • • • • • 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER • • •• • • • • • mUanD� DATE:04-02-08 FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. • •• • • • • ••• • Dy jPAMQc(0VH?UiNANQEZ om_ LAMINATED BY TECNOGLASS. • • • • • • • • • lye of SCALE: 1 2"�1' •• • • • •• FLORIDA �RE,# 51393 SHEET I OF 8 • • • • ••• ••• ••• • • • • • • • • • • • •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wandows:r:'tr}}:1/4"ULiRACON 1 1/2"MIN. PENETRATION INTO W0130. yt;.;}}'+;•f}r:'r."•.(FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS ?int"f i'>REFER TO ELEVATION AND DESIGN PRESSURES CHART '%fr'r}Y+fir}}:2 1/2" MIN. 2 1/2" MINy MIN. ON SHEETS 1 OF 8). 3u{S?%}?•::TYPICAL FOR HEAD. r.:.:r:::A::.1/4" ULTRACON 1 1/4"MIN. EMBEDMEFIT INTO MASONRY ?tt?i)?;jy?•THROUGH 1 BY WOOD BUCK rri`iS:iiYiS'r'iti:(FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS44• a.,. ..• 9EFER TO ELEVATION AND DESIGN PRESSURES CHART ndQwa • •1 A.• :•'e•' ON SHEETS 1 OF 8). 2 BY WOOD BUCK BY OTHER& molkl0wmv,IBC. �' TYPICAL FOR HEAD. MUST BE PROPERLY ATTACHED TO 1748 W 33rd PIM a'' ",:' .^• TRANSFER GLAZING SYSTEM LOADS HW$ah,FWMS 33011 TO THE STRUCTURE. SHALL BE APPROVED ft(388)304-0882 BY BUILDING OFFICIAL PRIOR TO Faw(306)828-6118 WINDOW INSTALLATION. a DETAIL AI DETAIL A2 (y ATTACHMENT TO MASONRY ATTACHMENT TO WOOD W Fr 1/4"SMS THROUGH METAL, TYPICAL ANCHORS (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND 1. 1/4"SMS THROUGH METAL. TYPICAL�SH11�CHART ON SHEET 1 OF S. V} [y MIN (FOR MAX.ANCHOR SPACING AND NUMBER 1" dl rL OF ANCHORS REFER TO ELEVATION AND MIN, DESIGN PRESSURES CHART ON SHEET 1 OF 6. MIAMI-DADE COUNTY APROVED TYPICAL FOR HEAD. ZMULUON. (UNDER SEPARATE APPROVAL) I II 0 DETAIL A3 DETAIL A4 ATTACHMENT TO METAL STRUCTURE DETAIL ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/8'MIN.THICKNESS) (STEEL OR ALUMINUM 1/8"MIN.THICKNESS) N Q N 6 2 PRODUCT RHVISRD as complying wlth llte PlOfiBe building Code S H08 HOS-00 1 •• ••• • • • • • •• Axeptaaw No� 'Q • • • • • • • • • ion Dau !8 GATE;04-02-OB • •• • • • • ••• • DY 3-1Z-1'Z— SCALE:1 2"-t" • • • • • • • • • Mmw ade -L---- •• ••kYPI�CALI.HEAD SECTIONS FRANCISCO H1# 5131E2 FLORIL)A 'PE� 81398 SHEET 2 OF 8 ••• • ••• ••• ••• •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II I I I I 1 I I •Sunshine Windows I I i Manufacturing,Inc. — I 111'!*0%FWd 33012 PM(306)!84-8SE2 Fina(JOB)828-8118 3/4'MAX. NON-SHRINK GROUT .•a a +. .•:• .,. OA 1•BY WOOD BUCK ° '• a• d •' •• ° 2 BY WOOD BUCK BY OTHERS. MUST BE PROPIRLY TIMHEO TO .— °e c' M °: F"�A- Q ' I Z"°' ' TRANSFER GLAZING ASYSTEM LOADS d• I ° o .• .a,• ,'jK :4 .. r TO THE STRUCTURE.SHALL BE ° APPROVED BY BUILDING OFFICIAL •a a' ° .- •° 1" PRIOR TO WINDOW INSTALLATION. I"a IIF< •;y1 , + 2 1/2" MIN. 2 1/2" MIN. IN � 2 1/2" MIN. 2 1/2" MIN. (F/OR MAULTRACON .ANC14ORI SPACIN.NG AND PENETRATION MBER INTO WOOD. 1/4"ULTRACON 1 1/4"MIN. EMBEDMENT OF ANCHORS REFER TO ELEVATION AND INTO MASONRY THROUGH 1•BY WOOD BUCK DESIGN PRESSURES CHART ON SHEET 1 OF 6). E•1 OR NON-SHRINK NON-METALUC GROUT TYPICAL FOR SILL. 1/4" ULTRACON 1 1/4•MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER �l t,•�� (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND REFER TO ELEVATION AND DESIGN PRESSURED CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SI ON SHEETS 1 OF 8). TYPICAL TYPICAL FOR SILL ONLY. DETAIL.Cl DETAIL C2 DETAIL C3 ATTACHMENT TO PRE CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD I I I I I I I 1 I MULLION. (UNDER SEPARATE APPROVAL) I II L —J 1(J$RTANSdBRNG AND NUMBER MIN.———T—1/4" SMS THROUGH METAL N (FOR MAX.ANpHOR PACING AND NUMBER 1• (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND MIN. OF ANCHORS S CHART REFER ELEVATION AND OF 8). DESIGN PRESSURES CHART ON SHEET 1 OF 6). DESIGN ES TYPICAL .- FOR raILL. TYPICAL FOR SILL. PRODUCT REVISED DETAELC4 DETAIL CS mwmplyingwttbftFloiida DRAWING No. Badding Coda ATTACHMENT TO METAL STRUCTURE •• I�CLijYIE01 TO f jLI N SH08-01 T1Fj 1Lj�I JJ I��tt ,,••,,•w, DATE 04-02-08 (STEEL OR ALUMINUM 1/8"MIN. THICKNESS) • 0 A M.•1 M ICY44" f8 • • •• • • • • • SCALE. 1 2"�L— • •• • • • • ••• • BY '+5•+lZ-.(i_ 7• 000 •• • • • • • • • MI 1 FRANCISCO HERNANDEZ TYYIC�tI.SSLL SLCTIONS FLORIDA. PE 51393 SHEET 3 OF 6 . ••• . ••• ••• ••• • . . • .. . . .. . . . . . •• • •• . • •• ... . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1/4"MAX. 1 4"MAK. AnsoNno%Midows `tr`+i{?:•.1/4" MAX. / «.,c:1S;?:SHIM SPACE SHIM SPACE "ri+•••r::••.SHIM SPJ�CE :{{�::u�.2BY WOOD B K BY OTHERS, x.;MUST BE PROP Y ATTACHED TO1 4"SMS THROUGH METAL ?r i`•:i;;iS':•:TRANSFER 0 IND SYSTEM IAA03 ::r:::6«r::TO THE STRU RE. SHALL BE APPROVED (FORMAX.ANCHOR SPACING AND ::{:::::::.BYBUILDING 0 CW.PRIIRTO NUMBER OF ANCHORS REFER TO 1 1/2WINDOW INST TION. ELEVATION AND DESIGN PRESSURESOWB MIN. CHART ON SHEET 1 OF 6). 0,,},�,,,�+�C. TYPICAL FOR JAMBS. 745 W.33rd 1 1/4" 771/4'ULTRACO 1 1/2' MIN. PENETRATION INTO 1 rten�m 33002 WOOD (FOR ANCHOR SPACING AND NUMBER Phi(308)384-8284 MIN. r OF ANCHORS PER TO ELEVATION AND F=.(308)828-6118 DESIGN PRESS`II S CHART ON SHEET 1 OF 6). TYPICAL FOR J4. 77 li—s. ;! y ., •° "A DETAIL D2 •'+`•; ' . N 1/4"TAPCONS 1 1/4"MIN.EMBEDMENT ATTACHMENT TOWOOD \ INTO MASONRY THROUGH 1"BY WOOD BUCK ,,?.�' •v OR NON SHRINK NON METALLIC GROUT DETAIL D3 • lV (FOR MAX ANCHOR SPACING AND NUMBER ATTACHMENT TO METAL STRUCTURE OF ANCHORS REFER TO ELEVATION AND Ly ":`•i:u,.r., DESIGN PRESSURES CHART ON SHEET 1 OF 6). (STEEL OR ALUMINUM 1/8"MIN.THICKNESS) (."J TYPICAL FOR JAMBS. g�g W ATTACHMENT TODMASONRY GLAZING DETAIL a CA 0.090"DUPONT BUTACITE PV8 1/8"HEAT 1/8"HEAT q (� STRENGTHENED STRENGTHENED I p 1/4"SMS THROUGH METAL I (FOR MAX ANCHOR SPACING AND NUMBER I OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6)• I TYPICAL FOR JAMBS. MIAMI—DADE COUNTY APROVED 3/8"GLASS SITEin — MULLION.(UNDER SEPARATE APPROVAL) (MINIMUM) I o I iI II II I I I I I SILICONE PECORA 896 N IIII N L_J DETAIL D4 $. ATTACHMENT TO MULLION u ODUCT REVISED DRAWING NO w yiM with the Florida •• ••• • • • • • •• EwIA�m � SH0E-01 • • ••• � • • • i � Drtm �� DATE:04-02-08 • •• • • • • ••• • BY 312..•1 SCALE 1/2"-1" • • • • • • • • • Nliam deP FRANCISCO HERNANDEZ 'f i'PICA4I.JAMBSECTiONS FLORIDA PE•,# 81393 SHEET 4 OF e .. .. . . .. . . . . . .. . .. . . •.. •.. ... ... . . . . ... . . . . . . . . . . . . ... . . 0.0 ... . . t.. " v:rr:r 7 12 15 10 18 :::iiif;.:•.x:r•i 8 •iiia•iiiiiiiiji(�: •••••nsMne•Windows Manuiscturing,Inc, ' 1748 W,31rd Plans Hfoleah,Flaltla 37012 Pk(308hiB4-8862 Fac(308)828-8118 I 14 3 O (SEE DETAILS 1 D1, D2, 03 AND D4 O +g ON SHEET 4 OF 8) (SEE DETAILS 14 WINDOW WIDTH Al,A2,A3 AND A4 E ON SHEET 2 OF 8) HORI7 ONTAL SECTION ,Wa N y 12 1� � � F 3/4"x 3/8"STEEL 5A U 1 W 4 1g f/J 14 O 8 5 d I 3 I v Z I 12 3/4'x 3/8"5TEELBAfL LATCH OPTION I 4 � I I 8 8 I 8 I I \c 13 I e (SEE DETAILS 2 Cl,C2,C3, C4 AND C5 VERTICAL SECTION PROODUCT I M z' ON SHEET 3 OF 8 WITH TO,�LOCK Druta»coae DRAWING No. •• ••• • • • • • •• AOaepinnoeNo/ - 0 SH08-01 • • • • • • • • • 6x ration Dam 18 • • •• • • • • • DATE:04-02-08 VERTICAL SECTION •• ••• •• • • • ••• „ SCAM. - t- � Fg90HERNANDEZ F19 - R"E'�f 313133 SHEET 5 OF 8 •• • • •• • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i:r�'{i:iii a vi: :ir.i•'.. S+??ri.•N.•ii:i7 ..................::............ }!tt I'lJil MATERIAL LIST 0.812 ITEM# PART# REQIX DESCRIPTION MATERIAL JU•••t18.1::::::::::• 1 SW-014 1 FRAME HEAD 8083-TS MonufacwAg,lac. 2.082—� IW**1745 F Wo 3JI0012 r 1750 2 SW52101 1 FRAME SILL 8083-TS Ku(305)364-9082 10.304 2•I2� 1.260 3 SW-017 2 FRAME JAMB 8083-T5 Fmc(306)828-e1 le 0 oso �JjJ�J1 1'312 12 0� 10 .J.. 4 SW46111 1 MEETING RAIL 8083-TS L GLAZING BEAT S SW-017 1 SASH TOP RAIL 6083-TS FRAME HEAD MEETING RAIL SW-014 SWW-1OI SW-018 6 SW43355 1 SASH BOTTOM RAIL 8063-T5 8063-T5 8083-T8 8063-TB 7 SM2028 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL SOS3-T5 9 SW-AS AS REO ASSEMBLY SCREWS # 8X1"PH PHILLIP CRS r —T 10 SW8202A 4/VENT FACE GUIDES NYLON 0.237 1.8, 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 2.12712 SW7820 AS ROD SEAL PILE FELT 2.314 2.000 0.060 0.050 13 SW3257 AS ROD WEATHER STRIP BULB VINYL- 1y 0.082 7878 14 AS ROD SILICONE OC-899/0E-1200 0.887 .1�. 15 SWW101 AS ROD GLAZING BEAD 6083-T6 !7 V 87 2.078--••� 2.37 00.812�••-• 18 1SW540 2 SPIRAL BALANCE ALUMINUM W FRAME SILL FRAME JAMB SASH TOP RAIL 17 SW-667 2/VENT LATCH ZINC SW-52101 SW-011 SW-017 6063-TS 6063-T5 8083-T5 18 3W3082 AS ROD WEATHER STRIP BULB VINYL 0,1870 0.882 2.760 0.082 .1324 7.000 OIA60 0.7119 LG.81 O Y- 1.000 SASH BOTTOM RAIL SASH SIDE RAIL SASH BOTTON RAIL 0633755 PLASTIC KOCETAL K300 SW-43353 yy �d z PRODUCT'REVISED Fwd& as complying DRAWING No. DvBdibg Code ••• ••i i i ••• i i ••• eaeptenmldom- A SH08-01 �D:d4DATE:04-02-08 By ••• Mi a PFRANCISCO HERNANDEZ Ste: 1/2"-1* FLORIDA PE # 51393 SHEET 6 OF B •• • • •• • • • • • •• • •• ••• ••• ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •