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WS-14-2611 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224171 Permit Number: WS-12-14-2611 Scheduled Inspection Date: July 15, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: HADDAD, DILCIA Work Classification: Window/Door Replacement Job Address: 12 NE 111 Street Miami Shores, FL 33161-7047 Phone Number (786)399-6979 Parcel Number 1121360040020 Project: <NONE> Contractor: HORIZON WINDOWS CORP Phone: (786)298-6941 Building Department Comments WINDOW& DOOR REPLACEMENT 9 WINDOWS AND 2 Infractio Passed Comments DOORS. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 14, 2015 For Inspections please call: (305)762-4949 Page 4 of 39 iami Shores Village ,y ildin g Department � 0 N.E.2nd Avenue,Miami Shores,Florida 33138 �EB 2Q�� Vr `:i Tel:(305)795-2204 Fax:(305)756-8972 By INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 f BUILDING Master Permit No. %&)b i i 2fP 1 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [—]RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (� ^�u \\� S} City: Miami Shores County: Miami Dade zip: 3 30(p l Folio/Parcel#: k k - Z 1 NQ — GOq —(DO Z O Is the Building Historically Designated:Yes NO I-C— Occupancy Type: Load: Construction Type: \ \ Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): `/�\C.i 6. ` ��c+�� Phone#: Address: 12 Q l\ -�X— City: . �►a : � cL S State: C Zip: 331 (Q 1 Tenant/Lessee Name: Phone#: Email: ( � CONTRACTOR:Company Name: tel/; .) Phone#: Address: I1 Zci 5-� City: �-� • , v-- r State:, Zip: 3 1 fPs Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: �oca'k— Specify color of color thru tile: ("(� Submittal Fee$ Q Permit Fee$ '�`-� CCF$ CO/CC$ Scanning Fee$ ` Ok) Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �J (Revised02/24/2014) 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 on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. rL4 Signature Signature OWNER or AGENT Ci ... TRA CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t-9a day ofT (Ll� f rA 20 _,by J day of >LE'�i1r1✓L� 20 �� by who is personally known to .� G e .�z> '' p y ✓�- .Z ,who is personally known to me or who has producedT)(4 �` �� m_e or who has produced as identification and o did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: ... Td<Fu EMPINAN • F Not ry Pu.l:c S',atr, of Florida Print: Print: J" __M 4a;dF Notary Public State or Florida ` ` = F Cornrmn H HE 94962 Seal' Sindia Alvarez Seal: Bonded Tnrc 4h PJa ora t0tary Assn. My commiss o-i FF 158750 Expires 09/03/2018 ***************************** ****************************************************************************** APPROVED BY 3AJ 16 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CTQB rl � Construction Trades Qualifying Board USINESS CERTIFICATE OF COMPETENCY 08BS00223 ORIZON WINDOWS CORP .B.A.: PEZ JO L Is certified under the provisions of Chapter 10 of Miami•Dade County VALID FOR CONTRACTING UNTIL 09130/2016 Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY M C CC NO: 08BS00223 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES 3351ZON ENDOWS CORP 0SEPTEMBER 30, 2015 HIALEAH,FL 33012 7458842 Pursuant to County Code Sec 10-24 TYPE OF BUSINESS OWNER SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED HORIZON lDiNDOWS CORP BY TAX COLLECTOR 37.50 11/25/2014 0226-15-001506 Restricted to City of Miami Shores MIAM For more intonation,visit wwwmiamidade.auv/texcollector LS.i Amo d CERTIFICATE OF LIABILITY INSURANCE DATE 11!24/2014 PRODUCER F-*305-463-9512 PAeh44 516-692A020 THIS CERTIFCATE I8 ISSUED A8 A MA f7ER`OF INFORMATION Corp. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE AssuranceCity HOLDER. THIS CERTIFICATE DOESNOT AMEND, EXTEND OR 3785 N.W.82 Ave. ALTER THE COVERAGE AFFORDED BY THE PONNE$BELOW. Suits 214 Dorsi,FL 33166 INSURERS AFFORDING COVERAGE NANC III _ MNL~ F.r305-397-1839 arm 786-296-6941 INSURERA Ascendant insurance Company13683 Horizon Windows Corp MURER e7 Technobgy Insurance-Cly 3W W 17 court R T Hialeah,Fl.33012 y INSURER D INSURER E' COVERA THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 13E ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS:EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. BIER EFFECTIVE IPOLICY114014" MR POLiCYE%PMItT10N! I$ tTflmmi.UABLJTY I I EACH OCCURRENCE $1000000. A J COMMERCIAL GENERAL LIABILITY 1 ? ( �vR��sEcwo s 100000. MAIMS MUADE �OCCUR� � MED EXP Sar tads €50d0. _ tt GL348810/11/2014 10/11/2015 PERSONAL&Amvaamw 0000000. GENERAL AGGREGATE s 2OOOOOO. GENT.AGGREGATE LIMIT APPLIES PER, PRODUCTS-COMPKIP AGO €2000000. POLICY ' LOC I �� AUTOMOBILE wINLTM yCOMBINED SINGLE LIMIT €1 OOOM I/ ANY AUTOALL OWNED AXOS j AUTbs CA-33678-1 10/11/2014 {� 10/11/2015 ��-BSG—DRY AIRY — s A SCHEOULEOr WWI NMED AUTDe i L� Y(Per wdd$M € NON-CVOIED AUTOS j (PwaaiGM�t) PROPERTY DAMAGE GARAOE UASLJTY ALTO ONLY-EA ACCIDENT S ANY AUTO ' OTHER THAN EA ACC $ AUTO ONLY! AGO s E>cCEli+tNMBRecut t uwsm a EACH OCCURRENCE s OCCUR 0 CLAW W MADEAGCdtEOATE _ € DEDUJCTBeLE t RETENTION s $ WOPI Cow@l114T1011 t A B Aw Eir�l oY€0RIIRV LIABILITY TIN } E L:EACH ACCIDENT €1000000. OFA EXCLUDED? rY TWC3359M 02 04/17/2014 104/17/2015 PbOdAwylall" �--F I rARFAAS-E-•EA EMPLOYEE €1000000. EI L,DISEASE MXJCY L!M!T s1000000. OTHbt I DEBCJWVM OF OPEIMTIDNs I LOCATBDNS/VEHICLES I E XCLUSIONE ADOEO BY ENDORIKO iT t SPECIAL PRDYINoNs 08BS00223 CERTIFICATE HOLDER FOO Phoned► CANCELLATION SHOULD/WYOFTMABOVEDUCMWPCUCWBSIE NFG1ltYHREXPIRATION Miami Shores Wage Bldg Dept DATE THEREOF.THE MUM SO~V&L 0WAVDR TO NAI.A"oAYs worm 10050 NE 2 Ave NOTICE TO THE CERTNUCATE HOUNIR INUeEO TO SHe LLPT,Off VANA MH TO OO ao SHALL. Miami Shores,Fl.33138 IMPOSE NO OBLIGATION OR LIABLM OF ANY XM UPON IM MINWA ,"S AQWM OR RlPMESENTATNEB. AUTHORIZED fePREBENTATIVE Giovanni Orrego ACORD 35 WOM ) M 1988-UN ACORD CORPORATION, ASV"Desi. The ACORD nM*NNW RW We MOMUnlod Marka of ACORD i E b z 7 2015 MIAMI•DADE .- MIAMI-DADE COUNTY u► ` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AN Oi RESOURCES(RER) 11$05 SW 26 Street,Room 208 BOARD AND CODE ADbiINISTRA N D sION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.m1am1dade.eoveconomv 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(hr 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 AHI may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Clipped,Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT:Drawing No.M2011,titled"Aluminum Tube Mullion L.M.I.,"sheets I through 21 of 21,dated 02/11/13,prepared by manufacturer,signed and sealed by Francisco Hernandez, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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. i NOA No.11-1216.02 C-DADE CO V, Expiration Date: March 28,2018 Approval Date: March 28,2013 Page 1 Sunshine Windows Manufacturina,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 09/26/12, signed and sealed by Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 11/22/11 and revised on 02/25/13,prepared,signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with the FBC-2010,and of no financial interest,dated February 23,2013,signed and sealed by Francisco Hernandez,P.E. 2. Proposal No. 11-1216.02 issued by Product Control, dated January 31, 2012, signed by Manuel Perez,P.E. G. OTHERS - 1. None. y : Manuel Perez,PE. Product Control ExaTier NOA No. It-1116.02 Expiration Date: March 28,2018 Approval Date: March 28,2013 E-1 'A TP 0.125"OR 0250"THICKNESS GLAZING UNIT INDEX OF DRAWINGS SEE $Igl$tN08 WNIAOWS NOTES 2 AND 4 OF GENERAL NOTES 1 OF 22 .- MULLION SECTIONS,GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION, mat0CtllfiRg.In ` o 0 2 OF 21 .- MULLION SHAPES,ANCHOR CUPS AND ANCHOR CUPS LOCATION DETAILS. 1745 W.331d Pbee 3 OF 21 .-TABLE 1 t. MULLION DESIGN LOADS(MULUON CAPACITY)FOR RECTANGULAR MULUONS. HWA h.NoA6e 33012 T LA 4 OF 21 :TABLE 1 2.ANCHOR DESIGN LOADS(ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. Ph:(305)364-9952 •OR 2' 5 OF 21 .-TABLE 1 3.ANCHOR DESIGN LOADS(ANCHOR CAPACITY)FOR RECTANGULAR MULLIONS, Foa1(3o5)828-5115 6 OF 21 .-TABLE 1 4.MULLION AND ANCHOR DESIGN LOADS(MULLIONAND ANCHOR CAPACITIES) VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS FOR ROUND MULLIONS. 7 OF 21 .-ANCHOR CONFIGURATION TYPE At ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK. SEE w n 11nN ntcri tan^ nt 11n:'GaoA T F/ i ON SHEET d OF 22. 8 OF 21 ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 20Y WOOD BUCK. WE ANCHOR DESIGN[DADS (MCHOR CAPACITY)TABLES 2 AND I A ON SHEETS 4 AND 5 OF 21, 9 OF 21 ADANCHORCONFIGURATION TYPE A2 CONCRETE OR MASONRY WITH 18Y WOOD BUCK AND ONN WOODEN STRUCTURE OR 2BY WOOD BUCK. 10 OF 21 .-ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1SY WOW BUCK AND ON WOODEN STRUCTURE OR 20Y WOOD BUCK. rGLAZING UNIT.SEE NOTES 2 AND 4 11 OF 21 .-ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK a OF GENERAL NOTES AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK FOR 2"X 6'MULLION. 1ejy� 1/2'�b OR 4"0 ALUM.TUBE 12 OF 21 .-ANCHOR CONFIGURATION TYPE 81 ON CONCRETE OR MASONRY. S 0.082'OR 0.125"THICKNESS 13 OF 21 .-ANCHOR CONFIGURATION TYPE 82 AND 83 ON CONCRETE OR MASONRY. 1� VARIES 14 OF 21 .-ANCHOR CONFIGURATION TYPE 83 ON CONCRETE OR MASONRY. z 90'TO 180, 18 Of 21 ANCHOR CONFIGURATION TYPE Cl ON METALLIC STRUCTURE. ♦ �- _ 16 OF 21 .-ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. Q - J 17 OF 21 ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. l8 OF 21 .-ANCHOR CONFIGURATIONS TYPE 02,D3 AND 04. MULLION TO MULLION CONNECTIONS. 9 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 NEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3.BR4.CR2.CR3 AND CR4. w CCF L n 11ON DAMN =';(Mu 1 ION CAM=AND ANCHOR DESIGN LOADS DS WMOR CAB&=TABLE p 4 ON SHEET 6 OF 21, GENERAL NOTES: PROCEDURE FOR MULLION SELECTION 1.- 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 WAND FLORIDA BUILDING CODE, BE NOT LESS THAN 1/6'. 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 Fys 36 kat MIN. 2.USE MULLION DESIGN LOAD(MULLION CAPACITY)TABLES 1 1 AND N 4 ON GLAZING UN(TS MEETING THE 2010 FLORIDA BUILDING CODE 6.-TUBE MATERIA.SHALL BE ALUMINUM ALLOY 6083-T8. ON SHEETS 3 AND 8 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 W 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 1 2, 1 3 AND 1 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE MASONRY WITH 1BY. 26Y 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'1TW SUILDEX"(NOA No.07-1128.10):FOR ATTACHMENT O-OZ5 OR GREATER DENSITY. TO METAL STRUCTURES,OR METAL TO META.CONNECTIONS USE ALL ANCHORS INSTALLED IN WOOD SHALL HAVE 1"MINIMUM TO THE 4.HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING 1/4-DAT.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 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TO APPLY FOR A PERMIT. TUBE STRENGTH ONLY.NO CONTRIBUTION OF ATTACHED GLAZING UNITS GR CONCRETE STRENGTH: 00 pof00 p�MW., CMU PER ASTM C90, DNM ARE CONSIDERED. GROUT FILLED CMU fm- IN2.COC MIN. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2'MINIMUM Decote:02-ii-13 DIST.TO THE STRUCTURAL MEMBERS WITH 1 3/4"MIN. EMBEDMENT. f: Seale: 1/2'- l' 5.-FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES BRICK AND OTHER WAIT FINISHES). R REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. (EXCLUDING STUCCO,FOAM, e"lebn: Q.-WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO 12.- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL � � TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR 4Ppreved as oo'aplylagwitit the V/'- 1, DRAWING NO. SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MATERIALS SHALL BE PROTECTED W ACCORDANCE WITH THE SECTION FlorGle Dulling Cote t MULLION INSTALLATION. 2003.8,4 OF THE 2010 FLORIDA BUILDING CODE. M2011 NOnb .> FRANCISCO HERNANDEZ Ailaml Dade aet Coot FLORIDA PE # 51.393 SHEET BYE" 1 OF 21 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS 0.082 0.125 0.125 .125 0.750 1.750 0.125 0.125 0.125 4.000 4.000 0.128 -0.125 �?:iriyi�•i t 3.000 s,gOp 0A94 2.2500.09 2.230 2.000 2.000 2.230 $unsh nB�I*wS U w x.000 2.000 o.t25 1.9 0.125 1 s.oa0 I o.1z5 0.750Non o turigg,Inc. 2•000 1745 W.33rd Race 0.09440.125 IlWach.Rodd°37012 Vt CLIP V2 CUP 2"X 2'X 1/8'ANGLE CUP 2"X 5"X 1/8"ANGLE CLIP U CLIP Ph:(305)384-9952 3.500 4000t.ODO P •600 Foz:(305)828-5118 ALLOY: 6083-TS 08 ALLOY: 6083-T5 ALLOY: 83-TS ALLOY: 8063-TS ALLOY: 8083-T5 3 1/2"ROUND MULL 4"ROUND MULL 1.000 ANCHOR CLIPS LOCATION DETAILS ALLOY: 6083-T6 ALLOY: 6083-TB 1"X 2"X 1/8" 1"X 2"X 1/8- I-X 3"X 1/8' 1"X 3"X 1/8- A 7'X4"X 1/8' 11X4'X 1/8" C ALLOY:6063-T8 ALLOY:6063-TB -- --- 1 - 0.125 I _ 6.000 0.125 \ \ 0.250 Z DETAIL t DETAIL 2 DETAILS OETAIL.4 0 1 I 0.250 V CLIPS L CLIPS V CUPS L CLIPS 1..1 HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION 4043 FILLER ALLOY 4'000 4.000 ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES COMRN.WELD _ tx B TOP VIEW4i t w ROUND MULLION ANCHOR SLEEVE 1.000 i t � I t ALLOY: 8063-T5 831" X 4" X 1/4" 2.000 B 2"X 4"X 1/8" ( - t -- -__- ------ --- ---- ---- ALLOY:80 -T8 2"X 8'% 1/8" -------------- I I C ALLOY: 8083-T8 43 FILLER ALLOY t 0.250 DETAIL 5 DETAIL 8 DETAIL 7 DETAIL 8 CONTIN.WELD t� I ,000 0.250 V CLIPS L CUPS V CUPS L CUPS [1 HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSRION MULLION TO MULLION MULLION TO MULLION MULLION TO MUON MULLION TO MULLION W 0.125 6.000 A �! SECTION 1-1 i j ------ ROUND MULLION ANCHOR SLEEVE _ ALLOY: 6063-T5 ' ttt� _-- ROUND MULWON SLEEVES 2.000 ! i I Draw°by NM Dols:02-11-13 MULLION OIMENSIONS Sods: 1/4 - I' TYPE p B C 2'X 6' X 1/4" DETAIL9 DETAIL 10 DEVIL it U CUPS U CUPS ROUND MULLION SLEEVE moa' 3 1/2"o 5.500' 3.250 0.125 ALLOY; 8083-TB HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION ,(J t m arc MULLION TO MULLION MULLION TO MULLION ON SUBSTRATES 4pprore+l as costpl,•ing with the y , oRAwS+cJ21 4"0 6.000' 3.887 0.125 FI.dd4DuMlagCedg. Date ri-1,;.(f_�r•• '1:` z_Q5-rS M2 DEZ NOTES: - FOR ROUND MULLION AND ANCHOR MULLION SHAPES, ANCHOR CLIPS IUnodDr.a duN oel ' FLORIDAFRANCIC PEE# 513 93 SHEE DESIGN LOAD$SEE SHEET 6 OF 21. -FOR CONFIGURATIONS OF ROUND ANCHORS AND ANCHOR CLIPS LOCATION DETAILS D,, .�,:::,_ 2 O SEE SHEETS 19. 20 AND 21 OF 21. MUL.L.ION DESIGN LOADS(ML1L•L•ION CAPACITY)_ -A FOR R .CTAN IJ .AR VIII)IIIJONS TARI.F.#I HOlUDWAL OWING ; RECTANMW PRODUCT MUWON 1111111011 DESIGN LW-PSF MUWON DESIGN LOAD-PSF MUILON DEM LOAD-PSF .sKI"le•maws DIMENSIONS MUUIOq MUMN WXM 1111111011 0110SIONS MUMN WWON WX110N MOIUON DwFNSaNS MI)WON MUM Ibnuf4dud%Inc, 1'X 2' 1'X Y I'X 4' 1'X 4- 1'X C 2•X 4' Y X C 2'X 6' 2'X Sr* 2'X 8' RECTANCUINt 1745 N.Sib 3012 MM(W) SPAN X 1/8' X 1/8' X 1/8' X 1/4' will(11) SPAN X 1/4' X 1/8' X 1/8' X I/4' WOTH(w) SPAN X 1/8' X 1/4' MULWN Ph:(305)364-9952 27• 128.5 140.0 140.0 140.0 V. 140.0 115.4 140.0 140.0 27' 122.8 140A F-'.(305)828-5115 37' 93.75 140.0 140.0 140.0 37' 112.8 84.20 110.0 140.0 37' 89.45 140.0 OWING OWING 48' 39' 72.25 140.0 140.0 140.0 48' 84' 87.00 64.90 140.0 140.0 48' 120• 88.90 126.6 PRODUCT PRODUCT 60' 57.80 119.9 140.0 140.0 60' 69S5 51.90 112.5 140.0 60• 55.15 101.3 ` 66• 52.55 109.0 140.0 140.0 86• 63.25 47.20 102.3 140.0 66' 50.15 92.10 r MULLION SPAN _1 74' 46.85 97.25 140.0 140.0 74' 58.40 42.10 91.25 140.0 74' 44.70 82.15 TRIBUTARY,MpTM(W)-W1 +W2 80' 43.35 9060 140.0 140,0 80 52.15 3690 84.40 140.0 80' 41.35 78.00 2 V. 57.45 110.0 140.0 140.0 27' t267 77.30 1 140.0 140.0 27' 111.2 1400 HORIZONTAL MULLION 1•� 37' 41.90 113.7 140.0 140.0 37' 91.70 5640 140.0 140.0 37' 81.15 140.0 .z 48' 32.30 67.65 140.0 140.0 48' 70.70 43.45 122.6 140.0 48' 82.55 114.9 _ Q 51' _ 70.10 112.6 140.0 60• �• 56.55 34,75 98.00 140.0 �. 128' 50.00 91.90 �• _ 63.75 1 102.5 1 140.0 65' 51.40 31.80 K15 140.0 88• 45.45 83.50 YERRCAL RIJUJON. MU1110H u, 74' - 56.85 91.45 140.0 74' 4555 28.20 79.50 140.0 74• 40.55 74.50 80• 1 - 52.60 84.60 140.0 60• 42.40 - 73.55 135.1 1 6g• 37.50 6690 j7a CLAZINOROM GLAMNO FRO r7' - 1119 140.0 110.0 2T 103.6 64.45 140.0 110.0 27• 101.3 140.0 PRODUCT PRODUCT - 81.85 140.0 110.0 37' 75M 47.00 139.7 140.0 37' 73.90 135.8- 52.95 $09.0 140.0 48' 56.25 3625 107.7 140.0 48' 57.00 104.7 ' W$� - 50.35 87.20 140.0 6p• � 46.60 29.00 86.20 140.0 80• 1J2' 45.80 83.75 - 45.75 79.25 140.0 86' 42.35 - 78.35 140.0 66• 4150 7615 TRIBUTARY WIDTH(W)m +74 - 40.80 70.70 1363 74• 37.75 - 69.90 128.4 74' 3690 6790 ' VERTICAL MUWON 80• - 37.75 65.40 128.0 60' 35.00 - 64.65 118.7 80' 34,20 62.80 27' - 87.30 140.0 140.027• 80.35 54.30 140.0 140.0 27' 92.70 140.0 NOTES: 3Y - 63.70 119.6 140.0 37' 63.OD 39.80 123.6 140.0 37' 67.55 124.2 1.- INTERPOLATE FOR INTERMEDIATE VALUES 48• - 49.10 92.40 140.0 48• 46.55 30.50 95.45 140.0 48' 52.15 95.50 OF SPAN AND/OR TRIBUTARY WIDTH TO 60' �. - 39.30 73.90 140.0 60• 102' 3655 - 76.35 140.0 60' tJe' 41.70 7660 DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 68• - 35.70 87.20 131.5 66• 35.30 - 69AO 127.5 66• 3790 69.85 2,- MULLIONS ON THIS CHART MAY BE 74' - 31.85 5990 117.3 74' 31.50 - 61.90 113.7 74' 33.80 62.10 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 6D' - 29.45 55.40 1064 80' 29.10 - 57.25 105.2 80' 31.25 57.45 3.- SEE MULLION CROSS SECTIONS ON we.: - NM o.ls:2-11-13 27' - 51.75' 111.0 A79.25 27' 12.70 45.10 140.0 140.0 27' MID 1460 SHEET 2 OF 21. �: NTS 37' - 37.75 81.00 37' 5300 36.65 110.4 140.0 37' 52.10 114.1 48' - 29.10 62.40 48' 4090 - 85.10 140.0 48• 47.65 87.90 1pproredareomplylug.14hWo (�( U-1:, ate: 75' 108' 144' Florida Dutdi98 Ct4t, V t JN0 No' 40• _ _ 49.90 80• 32.70 - 66.10 125.1 6D• 38.30 70.35 Date f.,! s- t. s J,` 5-t9 M2011 x•40 86' 29.75 - 81.90 113.7 88' 3450 8350 NOAp r, Ix a fJ- FRANCISCO HERNANDEZ Amon Dade Produer Conlro FLORIDA PE Al 51393 rSHOEET74' - - 40.50 74' - - 55.20 101.4 74' 31.00 57.00 i r i, :rDy_,a 21 80• _ _ 37.45 gg• - - 51,00 93.80 Bo' 2610 52.70 FOR MOM CLIPS SEE OETAII.S ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS 1 AND 2 ON SHEET 2 OF 21 ............... FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE MR ARM ams ........... TABLE#2 (RECTANGULAR MULLIONS) SEE CLT S MWW ANCHOR DMLOAD-PSF CORFlGURAMNS LOCATED ON ON SHEET 2 of TI muu PRODUCT ; Sunshike Vftmdows owums MM TYPE A .mm TYPE 8 I mom TYPE c ANCNOR TYPE 0 Al SHEETS 7 Ala 6 OF 21 F�W S �(OIIU ocfurin9,k CotOIGURA710Hs CORFN2mmos caA61GUNAim CONRTAAl MIS 1740.W.33re Roto WIDIHSPAN A2 SHEET 8 OF 21 5.&7,8.9 AND 10 Hb1oM.Fiorldo 33012 At AT SHEETS 10 AND 11 OF 21 ON SFIkEf 2 OF 21 Rt:(300.)3.3M12 27' 129.9 H0.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 VERTICAL Foa{3tla�2a-alta 81 SHEET 12 0.F 21 RECTANIXIIAR 37• 94.00 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 HIALON 82 SHEET 13 OF 21 FOR ANCHOR CUPS GVM OLMING 48' ZX45116.9 140.0 11&I 140.0 140.0 1132 140.0 140.0 113.2 140.0 140.0 - B3 SBtT IS AND 14 OF 21 SLE DETAILS pRDD p 39• 3 AND 4 60• 140.0 94.50 140.0 140.0 90.55 140.0 140.0 90.55 135.8 140.0 cl SHEET 15 OF 21 ON SHE 2 OF 21 140.0 85.90 140.0 140.0 82.35 140.0 140.0 82.35 123.5 140.0 C2 SHEET 18 OF 21 74' I40A 78.80 140.0 140.0 73.45 140.0 140.0 73.45 110.1 140.0 SIIEEf 17 OF 21 131.5 7025 140.0 140.0 67.90 1355 140.0 57.95 1019 135.8 D2 SHEET 18 OF 21 27• 140.0 140.0 140.0 140.0 153.9 140.0 140.0 140.0 140.0 140.0 03 SHEET U OF 21 TRIBUTARY WIDTH(W)'W1 +W2 37' 72.50 140.0 140,0 117.2 140.0 140.0 112.3 140.0 140.0 112.3 140.0 140.0 04 SHEET 18 OF 21 48• 55.90 111.8 140.0 90.35 140.0 140.0 86.55 140.0 140.0 86.55 129.8 140A Az-. 51' 44.0 89.45 134.1 7225 140.0 140.0 60.20 138.5 140.0 89.25 103.9 138.5 FOR A C EE RCCIRS 0 68• 40.85 81.30 121.9 65.70 131.4 140.0 62.95 125.9 140.0 82.95 94.45 125.9 DESCRIPTION OF 3 AND 4 74• 36.25 72.50 10&7 5&80 117.2 140.0 1 58.15 112.3 140.0 5&15 64.25 112.3 ANCHORS PER TYPE ON SHEET 2 OF 21 vErTRCAL 80• 33.50 87.05 100.8 51.20 108.4 140.0 51.95 103.9 140.0 51.95 77.90 103.9 mom MlAAJ071 ULLIO0. 27' 87.35 140.0 140.0 140.0 140.0 140.0 135.3 140.0 140.0 135.3 140.0 140.0 ME DESCIP110N OF ATFACHAIENT FOR ANCHOR MULLION 37' CLOW QAM 83.75 127.5 140.0 103.0 140.0 140.0 98.75 140.0 140.0 98.75 MILD 140.0 A TRO M 1•ItY W=Bt1CN INTO CONCRETE. CUPS MASONRY O t WOW S MSTRTIE. SEE OETAq.S PRODUCT PRODUCT y 49.15 98.40 140.0 79.45 140.0 140.0 76.10 140.0 140.0 76.10 114.2 140.0 3 AND 4 ON 80' �• 311.30 7&85 117.9 83.55 127.1 140.0 80.90 121.8 t40.O 80.90 91.35 121.8 8 IMO CONCRETE SUBSIMTE T OF 21 C INTO MAL SlN{STRATE p8• 35.75 71.50 107.2 57.75 115.6 140.0 55.35 110.7 140.0 5&35 83.00 110.7 74• 31AS 63.75 9&65 5150 103.0 139.1 49.35 98.75 140.0 49.35 74.05 98.75 D INTO MAL SIBSIPAIE(MOLIION 70►IIAEaN) WI � 80' 29.45 58.95 8&45 47.65 95.30 128.7 45.65 01.37 137.0 465 88.5 91.35 TRBffARY WIDTH(W) WI +W2 27' 80.45 140.0 140.0 130.0 140.0 140.0 124.6 140.0 140.0 124.8 140.0 1 140.0 NOTES: 2 37• 58.70 117.4 140.01 94.85 140.0 140.0 90.60 140.0 140.0 90.90 140.0 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES 48' 45,25 9050 135.71 73.10 140.0 140.0 70.10 140.0 1/0A 70.10 140.0 140.0 OF SPAN AND/OR TRIBUTARY WIDTH TO eo' es• 3&20 72.40 to&6 58.50 117.0 140.0 5&05 112.1 140.0 58.03 112.1 140.0 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 66• 3290 65.80 98.70 53.10 105.3 140.0 M95 101.9 140.0 50.95 101.9 140.0 2.- MULLIONS ON THIS CHART MAY BE 74• 29-M 58.70 88.05 47.40 94AS 12&1 4&45 9&90 I3&4 45.45 90.90 13&4 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 0.p• 27.16 54.30 81.45 43.85 87.75 11&4 42.05 84.10 12&I 1 42.05 84.10 178.1 27• 67.55 135.1 140.0 109.2 140.0 140.0 104.8 140.0 140.0 104.6 140.0 140.0 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. or 3T 49.30 98.60 140.0 79.70 140.0 140.0 76.35 140.0 140.0 76.35 114.5 140.0 �13 4• 3&00 76.00 114.0 61.40 122.6 140.0 WM 117.7 140.0 58M 6&30 117.7 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS �c.2--TI-13 NTS 75' 30.40 80.80 91.20 49.10 9&30 1327 47.10 94.70 140.0 47.10 70.65 94.21 DETAILS ON SHEET 2 OF 21. �. TT..,, I RoMobn: 86' 27.80 55.25 82.5 44.65 89.35 120.6 42.80 85.60 128.4 42.80 84.20 85.60 r � ilonc 74' 24.85 49.J0 73.95 39.83 79.70 107.8 3&15 78.35 1145 38.15 57.25 7&35 4ppeovedascamplylaBYHthMe, ,( r DRAwNOIp. FYodda^4'utdinHCe4a� M2011 22.50 4&BO 85.40 3&60 73.70 9950 35.311 70.83 105.9 35.30 52.50 70.85 Date_�,� �`4li - /..:: 60' NO AA *- � FRANCISCO HERNANOEZ �1 , FLORIDA PE # 51393 Miami Dade Product ConHo)I SHEET 4 OF 21 ...........RS'. FDR ANHYOR CLIPS ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS IIAANDD DETAILS FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE on sNEE1 2 of 2f TABLE#3 (RECTANGULAR MULLIONS) WeHOR CUPS SEE DETAILS 1 AND 2 NORIZONGL is?:: .��:......`..... ANCHOR DESIGN LOAD-Psf ANCHOR DESIGN LCMO-P5F tX)NFlCUPo1110N5 LOCATED ON ON SHEET 2 OF 21 INAN Sunshine endows DIMENSIONS ANCHOR TYPE A MOM TYPE 8 ARM TYPE C DIMENSIONS MOM TYPE A ANCHOR TYPE 9 ANCHOR TYPE C At SHEETS 7 AND 8 OF 21 FOR ANCHOR CUPS Unlocloing,Inc. Wttm1(N) SPAN COt EWURAtMIS C0181G1R MONS COHRGORNMONS WIDTH SPAN OONmRAim 000MA1R ms CONFHAmim A2 SHEET 9 OF 21 SEE ,9.A 1746 W.Fked�7Jrd 3012 5,6,7,8.9.AND 10 Ilk".(3 5)394 399,2 A3 SHEETS 10 AND 11 OF 21 ON SHEET 2 Of 21 �''( ) -9962 27' 120.5 140.0 140.0 140.0 140.0 140.0 27' 84.45 126.7 1385 140.0 130.8 140.0 yERFax�908m28-6118 81 SHEET 12 OF 21 RECTAN � 37• 88.00 132.1 140.0 14OA 136.4 140.0 37' 61.65 92.45 99.00 134.6 95.45 140.0 82 SHOT 13 OF 21 MULLION FOR ANCHOR CLIPS 48' 67.80 1018 109.7 140.0 105.1 140.0 48' 47.50 71.20 78.80 103.8 73.60 110.4 GIAPRODUCT GLAZING PROD g4• 120' BJ SHEET 13 ANO 14 OF 21 SEE DEfNIS PRODIHC'( PRODUCT lO' 54.30 81.45 67.75 118.4 84.10 12CI 40' 3&00 57.00 61.40 82.90 56.65 86.30 3 AND 4 Cl SHEET 15 OF 21 ON ET 2 OF 21 88• 49.35 74.05 79.75 107.7 76.45 114.7 86' 34.50 5180 55.85 75.40 53.50 80.25 C2 SHEET 18 21 11 74' 44.00 88.05 71.15 96.05 68.20 102.3 74' 30.80 46.20 49.80 67.25 47.70 71.80 C3 SHEET 17 OF 21 ' MUILON SPAR 74 40.70 61.10 6580 88.85 6305 94.00 74' 28.50 42.75 46.00 62.20 44.15 66.20 02 SHEET t8 OF 21 27• 112.6 140.0 140,0 140.0 140.0 140.0 2Y 80.45 1201 130.0 140.0 124.6 140.0 03 SHEET 18 OF 21 TRIBUTARY WIDTH `Wt +W2 37• 82.15 123.3 1328 140.0 127.3 140.0 37' 56.70 88. 48 00 95 128.1 90.90 138.4 04 SLEET 18 OF 21 2 a 4B' 90• 63.35 95.00 102.4 138.2 98.10 140.0 48' 128' 45.25 67.85 73.10 19&70 70.10 MA HORIZONTAL ARILLWN O 60' 50.65 76.00 81.90 110.5 78.50 117.7 60' 38.20 54.30 58.50 179.00 50A 84.11 FOR ANCHOR CLIPS 04 68' 41L00 69.10 74.45 100.5 71.35 107.0 86' 32.90 49JS 53.15 71.80 50.95 7&45 DESCRIPTION OF SEE DETAILS 04 74' 41A0 61.65 66.40 89.40 4&35 95.45 74' 29.35 44.00 47.40 64.00 45.45 6820 ANCHORS PER TYPE ON SHEET 2 OF 21 VOWAI. 74• 36.00 57.00 61.44 82.90 5685 88.30 74' 27.15 40.70 43.85 59.20 42.00 83.00 ANCHOR RECTANC. 27' 105.6 140.0 140.0 140.0 140.0 140.0 27• 78.80 115.2 124.1 140.0 118.9 140.0 TYPE DESCIPTHNt�ARAgN1AENT MULLLON 37' 77.05 115.5 124.5 140.0 119.3 140.0 37' 58.00 84.00 90.55 122.2 8880 130.2 A TROUGH 1'BY WOOD BUM INTO CONCRETE, FOR ANCHOR CUPS GLAZING GLAZING 4r' 59.40 89.10 00 129.6 92.00 138.0 b• 43.20 0480 $9.55 94.25 8&90 100.3 11ASONRI'ON WOOD SUBSTRATE. SEE ANDETD 4 PRODUCT PRODUCT 98' 132• 8 INTO CONCRETE SUBSTRATE ON SHEET 2 OF 21 3 AND 4 00• 47.60 71.25 7880 IOJ.B 73.80 110.4 40' 3455 5180 6385 75.40 57.50 80.25 C UNTO METAL SUBSTRNE 86' 43.20 6480 6980 9425 6&90 100.3 66' 31.40 47.10 50.75 66.55 48.65 73.00 p 9410 NEIN.SUBSTRATE(IAR110N W LRIILON) WI W2 74' 30.50 67.76 62.23 84.05 59.65 89.50 74' 28.00 42.00 4525 61.10 13.40 85.10 74' 35.60 53.45 57.60 77.75 5&20 62.80 74' 25.90 38.85 OAS 5653 40.15 60.20 TRIBUTARY WIDTH(W)a.WI 2 W2 27' 99.35 140.0 110.0 140.0 140.0 140.0 27' 73.45 1tO.1 11&7 140.0 113.7 14.0 NOTES: 37' 72.50 10&7 117.2 140.0 112.3 140.0 37' S3.00 50.40 88.60 116.9 83.00 124.5 1,- INTERPOLATE FOR INTERMEDIATE VALUES VFRTICAi ML4Lit'O! 48' 55.90 83.85 90.35 121A 86.55 1298 48• 41-30 61.95 6&75 90.10 64.00 96.00 OF SPAN AND/OR TRIBUTARY WIDTH TO eo• t0Y 44.70 67.05 72.25 97.53 00.25 103.9 6G' IM' 33.05 49.55 53.40 72.10 51.20 76.80 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 86• 40.65 60.95 65.70 88.10 62.95 94.45 68• 30.00 4&00 4&55 66x5 46.55 69.60 2.- MULLIONS ON THIS CHART MAY BE 74' 9625 54,35 5&60 79.10 5&15 84.25 74' 26.80 40.20 43.30 5045 41.50 6223 ORIENTED VERTICALLY AND/OR HORIZONTALLY, 74' 3350 50.30 54.20 73.15 51.95 77.90 74' 24.75 MO 40.00 54.00 38.40 5780 27' 93.83 140.0 140.0 140.0 143.3 140.0 27' 70.40 105.6 113.7 153.6 109.0 14&0 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. D1.yf; NM 37' 68.45 102.7 110.7 140.0 106.0 140.0 37' 51.35 77.05 83.00 112.0 79.55 119.3 -11-13 48• 52.00 79.20 65x0 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 Dow:2 HTS 144' DETAILS ON SHEET 2 OF 21. NNS 8G' 42.20 03.35 6&25 92.15 0&42 98.10 60' 31.85 4750 51.20 89.10 49.00 7380 _ 7 _ N RamRon. 88' 3&40 57.00 62.05 83.75 59.45 89.20 68' 28.80 43.20 46.55 62.80 44.60 65.90 fy O"0 74' 34.20 51.35 55.35 74.70 53.05 79.55 74• 25.65 3850 41.50 56DO 39.75 59.65 4ppr vcd as complyt98 with We DpAmNG No. Florida 13 Id. '..J z-26•1.-5 M2011 74' 31.05 47M 51.20 69.10 11).(15 73.60 74' 23.75 35.80 3&40 N AG 368 5520 U itx 1'� r-v Y ''r,: FRANCISCO HERNANDEZ FLORIDA PE 111 51393 A11RRc1 Dade Product144_ain`of SHEET MULLION AND ANCHOR DESIGN LOADS(MULLION AND ANCIIOR CAPACITIES) FOR ROUND MULLIONS TABLE#4 ANCHOR DETAILS MULLION DESIGN Law-PST ANCHOR DESIGN Law- CROSS REFERENCE TABLE I.%:$.?%» DIMENSIONS MUUION MILLION ANCHOR TYPE 8 ANCHOR TYPE C FORSEE DETAIL CLIPS Sunshine Win�W'Is mm CONFIGURATIONS (ROUND MULLIONS) ON SHEET 2 OF 21 mmufocluring,Ire. J 1/2'01 4'174 VENIICAL 1745 W.33rd Plots WIDTH(N') SPM! x 0.082' x 0.125EIR2 OR3 884 CR2 CR3 CRI CONFIGURATIONS TOP M SEM ROUND3t Hlalea4 Fla"33012 LOCATED ON LOCATED ON MULLION 8: Ph:(305)154-9852 27• 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1400 an SHEET 19 OF 21 SHEET 21 OF 21 Fu.:(305)828-5tta 3r 116.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 PROOULOMNG PROGLAUo OR3 SHEET 19 OF 21 SHEET 21 OF 21 FOR ANCHOR CUPS PROOUC! PRODUCT 48' 90.10 140.0 11&1 140.0 113.2 113.2 140.0 140.0 BR4 SHEEP 20 OF 21 SHEET 21 OF 21 SEE DETAIL 11 �. ON SHEET 2 OF 21 60' 72.10 140.0 94,50 127.6 90.55 9x55 135.8 1404 CR2 SHEET 19 OF 21 SHEET 21 OF 21 66- 65.55 129.0 85.90 11&0 82.35 82.35 123.5 :40.0 CR3 SHEET 19 OF 21 SHEET 21 OF 21 WI W2 74- 58.45 11&0 75.60 103.4 73.45 73.45 110.1 140.0 CR4 SHEET 20 OF 21 SHEET 2i OF 21 TRIBUTARY 940TH(W)=J2J21112 80' 54,00 108.4 70.85 95.70 87.90 87.95 101,9 135.0 2r 93.70 140.0 140.0 140.0 140.0 140.0 140.0 1404 VFRWA Mlp i IDN 1., 37• 68.35 1345 117.2 140.0 112.3 112.3 140.0 140.0 DESCRIPTION OF -- 48' 52.70 103.7 90.35 121.9 88.55 6655 129.8 140.0 ANCHORS PER TYPE G 80• 51' 42.15 82.90 72.25 9755 89.25 69.25 103.9 1 138.5 (ROUND MULLIONS) 0.e• 38.30 75.40 65.70 88.70 62.95 62.95 94.45 123.9 74- - 67.25 58.60 79.10 5&15 WAS 84.25 112.3 NOW TYPE OPTION OF Aff"ENT 80• a INTO CONMEIE SUBSTRATE - 82.20 64.20 73.15 51.95 51,95 77.90 103.9 O INTO YETAL SUBSTRATE 27• 72.40 140.0 140.0 140.0 135.3 140.0 140.0 140.0 37' 52.85 104.0 103.0 139.1 9&75 140.0 140.0 140.0 NOTES: F 48• 40.75 80.15 79.45 107.2 76.10 140.0 114.2 140,0 1,- INTERPOLATE FOR INTERMEDIATE VALUES 60' �• 32,60 64.15 63.55 85.80 80.90 121,6 91.35 121.8 OF SPAN AND/OR TRIBUTARY WIDTH TO �• - 58.30 57,75 7&00 55.35 1103 83.00 110.7 DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 74' - 52.00 51.50 6955 49.35 9835 74.05 9&75 2.- SEE DETAILS OF ROUND MULLIONS ON gp• - 4&l0 1 47.65 6435 45.55 91.35 68.50 91405 SHEETS 19, 20 AND 21 OF 21. r74* 61.25 1209 130.0 140.0 124.6 140.0 140.0 140.0 3.- ROUND MULUONS SHALL BE ORIENTED VERTICALLY ONLY. 44.70 6&15 94.85 128.1 WAD 140.0 13&4 140.0 34.45 67.90 7&10 98.70 70.10 140.0 105.1 140.0 4•- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 83' 54.35 5&50 7895 58.05 1121 8410 112.1 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND 49.40 53.15 7190 50.95 101.0 7&45 101.9 LOCATIONS ON SHEET 2 OF 21. - 44.01 47.40 64.00 45.45 90.90 68.20 90.90 8O• - 40.75 4395 59.25 42.05 84.10 63.05 84.10 Hxewn� NM 27' 36.31 61.65 109.2 140.0 104.6 140.0 140.0 140.0 Dole:2-11-13 SwH: NTS 37' - 59.55 79.70 107.6 76.35 1404 114.5 140.0 46' - 45.90 61.40 82.90 5696 117.7 98.30 117.7 approved se cdmptylug WIUs tla j � 75' ,� A9M10 NO. 60' - 3&70 49.15 66.35 47.10 94.20 70.65 94.21 Florid nldIngeoop, Oa j, y.24-t3 M2011 86• - 33AO 44.65 60.30 4290 8590 64.20 85.60 Date NOnMFRANCISCO HERNANDEZ 74• - - 3995 5390 39.15 78.38 57.25 76.35 511sndUndeProduNCon1 FLORIDA PE � 51383 SHEET 80• - - 3&65 4935 35.30 70.65 52.50 70,66 By "t"fC d`E.r-t- y 6 OF 21 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 7 rCl ALUM. V1 MULLION CUP 2"OR 3` 5/8 ALUMINUM NT.IMULUON LENGTH FOR P SU11Shin2 1Yi1KI0WS 1" 2 X 2°X 1LEN MULLION, 1a�11NifW.33ng,Inc. ALUM.VI _ _ 2 5/8'INT LENGTH FOR t»s W.ssw wow MULLION CUP 1"X 3"X 1/8'MULLION. wgiv1 3de 0952 t 1"BY WOOD BUCKS BY OTHERS Pt.(305)828-5112 I I SHALL BE PROPERLY ANCHORED I 1 Fan(3os�2s-site t ! I^JI TO TRANSFER LOADS TO THE STRUCTURE AND r——————I A ----- ALUM.TUNE MULUON SHALL BE APPROVED BY BUILDING OFFICIAL I-------I 1"BY WOOD BUCKS BY OTHERS PRIOR TO MULLION INSTALLATION 0 1 It II + N SHALL BE PROPERLY ANCHORED ALUM. TUBEMULLION II 11 + 4 TO TRANSFER LOADS TO THE STRUCTURE AND 1'X 2"X 1/8" t II I 1 2°MAX. SHALL BE APPROVED BY BUILDING OFFICIAL 1`X 3" X 1/8' - - PRIOR TO MULLION INSTALLATION d p p II p ° TOP VIEW II a 11 1/4 ITW BUN.DEX TAPCON p a 1/4"ITW BUILDEX TAPCON V O--THROUGH 1'BY WOOD BUCK THROUGH 1"BY WOOD BUCK z 3 � 1 3/4'MIN. EMBEDMENT INTO E.D. 1 3/4"MN.EMBEDMENT INTO 11 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 12 ON SHEET 4 OF 21. W ANCHOR CONFIGURATION TYPE Al 2"OR 3" 2"X 4'X 1/8'ALUM.ANGLE FOR 1" X 2" OR t" X 3" MULLIONS NUMBER OF ANCHORS PER END - 2 /8' 5/8 1 5/8'°NT. FOR C� WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2 X 2 X 1LEN LENGTH FOR IV 2 5/8" NT LENGTH FOR 1" X 3°X 1/8"MULLION. $ 1" 2"X 2'X 1/8' #14 S.M.S. -— ALUM.ANGLE (2) EA.ANGLE CL I I 1'BY WOOD BUCKS BY OTHERs — — #14 S M.S. ® N 1'BY WOOD BUCKS BY OTHERS i SHALL BE PROPERLY ANCHORED 2 EA,ANGLE II '< N SHALL BE PROPERLY ANCHORED 2' X2°X 1/8" - - ���111 I i () ALUM.ANGLE ALUM TUBE MILLION 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 BUILONG OFFICIAL t/i4 S.N.S. X11 OFFICIAL PRIOR TO MULLION INSTALLATION PRIOR TO MULLION INSTALLATION (2)�A ANGLE V- A `A II it ALUM.TUBE MULLION d L IV1----1/4`ITW BUIIAEX TAPCON 1"X 2"X 1/8" I 11 II THROUGH 1"BY WOOD BUCK - - it E.D. 1 3/4"MIN. EMBEDMENT INTO 1"X3"X 1/8' p n slid n° jj d 2 1/2'MIN. CONCRETE/MASONRY " ttram sr NM U It i/4ITW BUILDEX TAPCON (1)PER ANGLE ow 02-11-13 THROUGH 1'BY WOOD BUCK SIDE VIEW B 1ee3 8" - 1' TOP VIEW I 3" 1 1 3/4"MN. EMBEDMENT INTO Row-'.3/8' °w°tO L -k--=---*' CONCRETE/MASONRY ReY�O": MIN. (1) PER ANGLEf gppeovedmrAm lYilgwghtha � Flm•idn uiGlnOCc� r., � 2 SIDE VIEW A Unte i FRANCISCO HERNANDEZ 01 NOTE:ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR none- " FLORIDA PE 51393 (tilnml ndeP veJ nlro SHEET MULLIONS 1"X 2" X 1/8"AND 1°X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE B 2 ON SHEET 4 OF 21. uY if v `• 7 OF 21 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 CLIP [—CL —ALUM.V1 MULLION CUP 1 5/8""D INT.iLENG1HMUL �FOR SUnsWne Windows 1. 2"OR 3' 1'X 2'X 1/8'MULLION. im ALUM.VI } INT. LENGTH FOR 1 w.�s�iao 2 MULLION CUP _ ; 1'X 3'X 1/8"MULLION. Mr.(Hw.A305)384_8852 I I 2'BY WOOD BUCK OR WOODEN STRUCTURE I I Foa(30e)828-5118 BY^� TO WITHSMALL TAND LOADS IMPOPROPERLY SEir D BY GLAZING ------� 2' BY WOOD BUCK OR WOODEN STRUCTURE A ALUM.TUBE MULLION In Lr — BY OTHERS. II 11 PRODUCTS TO THE STRUCTURE AND P 1 SHALL BE PROPERLY ANCHORED ALUM.TUBE MULLION II 11 SHALL BE APPROVED BY BUILDING OFFICIAL A 4 TO WITHSTAND LOADS IMPOSED BY GLAZING PRIOR TO MULLION INSTALLATION Q 4 PRODUCTS TO THE STRUCTURE AND 1"x 2" x 1/8' N II II 1 2"MAY SHALL BE APPROVED BY BUILDING OFFICIAL 1"x 3"x 1/8' - II PRIOR TO MULLION INSTALLATION II II 1/4'ITW BUEDDL TAPCON 1/4"ITW BUILOEX TAPCON 1-4TOP VIEW U U 1 3/8'MIN.EMBEDMENT INTO WOOD U 1 3/8" MIN. MOMENT INTO WOOD (1)PER LEG (1)PER LEG a E.D. Z i, 3- JL 1"MIN. MIN.IN�� NOTE:ANCHOR CONFIGURATION TYPE AS AS SHOWN 1S VALID 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 12 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2'OR 3" 2"X 4"X 1/8"ALUM.ANGLE W 1 5/8"INT.LENGTH FOR FOR 1" X 2" OR t" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 /8' 5/8 1'X 2'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. B 114 S.M.S. CL 2"X 2"X 1/8" ---- �� 2"I3Y WOOD BUCK OR WOODEN STRUCTURE (2) FA ANGLE I 1" ALUM.ANGLE BY OTHERS. F 2"X 2"X 1/8" `V N14 S.M.S. ® nL BE PROPERLY ANCHORED ALUM.ANGLE 2"BY WOOD BUCK OR WOODEN {2)EA. ANGLE „ TO WITHSTAND LOADS IMPOSED BY GLAZING STRUCTURE BY OTHERS. 1 2"MAX. PRODUCTS TO THE STRUCTURE AND I SHALL BE PROPERLY ANCHORED SHALLBE APPROVED BY BUILDING OFFICIAL ALUM.TUBE MULUON j TO WITHSTAND LOADS IMPOSED BY 11 PRIOR TO MULLION INSTALLATION. GLAZING PRODUCTS TO THE STRUCTURE AND A (2)A14 1 SHALL BE APPROVED BY BUILDING 1/4ITW BUIDEX TAPCON ANGLE II i1 OFFICIAL PRIOR TO MULLION 1 3/8' MIN. EMBEDMENT INTO WOOD ALUM.TUBE MULLION II 11 INSTALLATION (1)PER ANGLE 1"x 2"x 1/8" E.O. r 1"x 3"x 1/8' !I II 1'MIN. Oram,br. NM II I 1/4'ITW BUILDEX TAPCON Out..02-11-13 U U 1 3/8"MIN. EMBEDMENT INTO WOOD SIDE VIEW B so" 3/8"a 1' (1)PER ANGLE f; 1t&lm TOP VIEW r+aNaoa 3" -%pproved as oonlp4Nog w4htha MIN Ftortdaltutdtng CoQ \ J Ow1WW N' _�.., t',.' 'a-as.t� M2011 SIDE VIEW A song �" FRANCISCO HERNANDEZ NOTE:ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR 5tlnrol eQu raduct. onI FLORIDA PE # 51393 MULLIONS t"x 2'x 1/8'AND i'x 3"x 1/8'. r80F EET FOR ANCHOR DESIGN LOADS SEE TABLE 19 2 ON SHEET 4 OF 21. 0y�* £ f 21 - ANCHOR CONFIGURATION TYPE A2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 4 B 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" 3 5/8"INT. LENGTH FOR ALUM.ANGLE — — 5/8" " 5/8 4"X 1'X 1/8'MULLION :`•:::;:iii"•,:`: i:... 1'OR 2' 3 3/8"INT. LENGTH FOR ALUM.TUBE MULLION *-t 2"X 5"X 1/8' 4"X 1"X 1/4'MULLION Sunshine%ndows 1"x 4'x 1/8' ALUM.ANGLE Int. ALUM.TUBE MULLION f14 S.M.S. � i 3 5/8'INT. LENGTH FOR �OIdJ<OCllNing� 1"x 4"x 1/4" --�— 2 EA.ANGLE ------ 1746 W.3W wave 2"x 4" x 1 8" 1"x 4"x 1/B" O 4"X 2'X 1/8"MULLION f0olww amka 3M12 / 1"x 4"x 1/4" #14 S.M.S. " ® ft(305)M4-0952 `A o{(— 2 x 4"x 1/8" iii (2)EA.ANGLE 1 2`MAX. _ 1"BY WOOD BUCKS BY TONERS F—(305me-5118 MUST BE PROPERLY ANCHORED o D 0n u o TO TRANSFER LOADS TO THE STRUCTURE RW r u e :i 'SHALL BE APPROVED BY BUHAING OFFICIAL t. ° u ° ° ' It ° ° ° v PRIOR TO MULLION INSTALLATION 4' / n — I UCKSY OTHERS L-1 BUILDEX TWOON �- 1"BY WOOD BB . 2 1/2'MIN. SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK 1/4"RW BUILDEX TAPCON — — TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4'MIN. EMBEDMENT INTO THROUGH 1'BY WOOD BUCK SHALL TO MULLION INSTALLATION BE BYILDG OFFKXAL CONCRETE/MASONRY 1 3/4"MIN.EMBEOMENTANTO PRIOR Y�1 1/2' 1/2' (2) PER ANGLE CONCRETE/MASONRY FC SIDE VIEW A SIDE VIEW 8 (2)PER ANGLE TOP VIEW C NOTE:ANCHOR CONFIGURATKIN TYPE A2 AS SHOWN IS VALID FOR r"a FOR ANCHOR DESIGN L/DADS SEE TABLES1/42 AND if 3 AND 2-X4ON 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 E, B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 5/8' 15./8 3 5/8"INT, LENGTH FOR 2"X 5'X 1/8" 4"X 1"X 1/8" MUWON ALUM.ANGLE 3 3/8"INT.LENGTH FOR i — — I 114 S.N.S. � 4"X 1'X 1/4° MULLION ALUM.TUBE MULLION 1"OR 2" (2)LA �pE35/8"INT. LENGTH fOR 1"x 4° x 1/8" {-2°% 5"X 1/8" 4"X 2'X 1/8"MULLION i°x 4"x 1/4' --� ALUM.ANGLE 1/2"MAX �] 2"x 4'x 1/8" ALUM.TUBE MULLION - ti T 1'x 4"x 1/8' 2"BY WOOD BUCK OR WOODEN STRUCTURE I'x 4'x 1/4' 1 1 /14 S.M.S. n 1 BY OTHERS. A 2'x 4"x 1/8" t 1, (2)EA.ANGLE — MUST BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING E.D. PRODUCTS TO THE STRUCTURE I"MIN SHALL BE APPROVED BY BUILDING OFFICIAL. V U V PRIOR TO MULUON INSTALLATION 1/4"RW BUILDER TAPCON 1/4'ITW BUILDEX TAPCON 1 3/8"MIN.)MBEOMENT INTO WOOD 2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8"MW. EMBEDMENT SIDE VIEW 8 (2) PER ANGLE Drown br NM BY OTHERS. INTO WOOD oob:02-11-13 SHALL BE PROPERLY ANCHORED (2) PER ANGLE 50ole: 1/4'a t' TO WITHSTAND LOADS IMPOSED BY GLAZING RIM- 1/2' 1/2" PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL TOP VIEW PRIOR TO MULLION INSTALLATION 4pp..d.swlplringwith the J f1v' otawwc NO. FlorWa�iultll�g . SIDE VIEW A nate _ FRANCISCO HERNANDEZ M2011 NOTE:ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR N0,1g_�Lr 1"`"+" �' MULLIONS 1"X 4'X 1/8', 1"X 4"X 1/4'AND 2'X 4'X 1/8". MipmlDedeProdu0t FLORIDA PE i� 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND 0 3 ON SHEETS 4 AND 5 OF 21. 9 OF 21 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 J MASONRY 3 5/8' INT. LENGTH FOR 2'X S"X 1/8' 4"X 1"X 1/8"MULLION ALUM.ANGLE CL 5/8' S/8 3 3/8" INT. LENGTH FOR f— 1"OR 2' 4"X 1'X 1/4'MULLION : "i>?: ............. ALUM.TUBE MULUDN t—t Y X 5"X 1/B" 3 5/8'INT. LENGTH FOR ALUM. ANGLE J14 S.M.S. I I Sunshine Windows 1"x 4"x 1/8' ALUM.TUBE MULLION (3) FA.ANGLE 1 CL 1 4"X 2"X 1/8"MULLION MWt (duong,Inc. 1" x 4'x 1/4' 1"x d'x 1/8" -- —® 1745 W.�y P� 1" It 4'x 1/4" /14 S.M.S. 1"BY WOOD BUCKS BY TONERS. HW%ak undo=12 A 2'x 4"x 1/8' i i (3) EA ANGLE Ph:(JOSj384—Y95x ' �{— 1/2'MAX SHALL BE PROPERLY ANCHORED F,{soaJexa_stte " 1 TO TRANSFER LOADS i0 THE STRUCTURE M10 4 L t II II I II SHALL BE APPROVED BY BUILDING OFFICIAL ,'� PRIOR TO MULLION INSTALLATION -�---- pll II h a It II p N It sII. p II ' E.D. 'V• Y U }, �1/4"ITW BUILDEX TAPCON WOOD BUCKS BY OTHERS. 1/4"RW BUILDEX TAPCAN r—a' SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK 2 1/2"MIN. THROUGH i" BY WOOD BUCK N _ TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT Wf0 1 3/4" MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY 1 '��" PRIOR TO MULLION INSTALLATION (3) PER ANGLE CONCRETE/MASONRY (3)PER ANGLE SIDE VIEW A SIDE VIEW B a TOP VIEW Z NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR a MULLIONS 1"X 4"X 1/8", 1"X 4'X 1/4"AND 2"X 4"X 1/8', k� FOR ANCHOR DESIGN LOADS SEE TABLES/ 2 AND If 3 ON SHEETS 4 AND 5 OF 21. /�T! W ANCHOR CONFIGURATION TYPE A3 z"x 5" x 1/8'ALUM.ANGLE FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 6 3 5/8'INT. LENGTH FOR WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 4" 4"X i" X 1/8'MULLION 2"X 5" X 1/8" ALUM.ANGLE — 1"OR 2'" 5 8" 5/8 3 3X I INT. LENGTH FOR �_CLi 2 X 5"X 1/8"— ALUM. 4'X 1'X I/4'MULLION ALUM.TUBE MULLION ALUM.ANGLE #14 S.M.S. 3 5/8'INT. LENGTH FOR ALUM.TUBE MULLION 3 EA.ANGLE CL 1 4"X 2" X 1/8"MULLION 1'x 4'x 1/8' () - - 1"x 4'x 1/8" 1'x 4'z 1/4' --- � 1°x 4'x 1 4' X14 S.M.S. � 2'x 4'x 1/8' N I I 2'x 4'x i/8" i q (3) EA ANGLE i i 2"BY WOOD BUCK OR WOODEN STRUCTURE 1/2'MAX. BY �r SHAOTHERS. L SPROPERLY ANCHORED A o 11 a II u u TO WITHSTAND LOADS IMPOSED BY GLAZING n n g u u 1 I u V u V PRODUCTS TO THE STRUCTURE AND PRIOR HALL BE APPROVED BY BUILDING OFFtCIAI. 1/4"ITW BUILDEX TAPCON E'0. i0 MULLION INSTALLATION 2"BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8'MIN. EMBEDMENT 1"MIN. /4"ITW BUILDEX TAPCON BY OTHERS. INTO WOOD (1 3/8"MIN. EMBEDMENT INTO W000 SHALL BE PROPERLY ANCHORED SIDE VIEW B (3) PER ANGLE (3) PER ANGLE D.-by. NM TO WITHSTAND LOADS IMPOSED BY GLAZING o"le:02—it-73 PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL soa.: 1/,V . V 1/2' 1/2' PRIOR TO MULLION INSTALLATION '+.r f pm T f i� Revtsiati TOP VIEW SIDE VIEW A eppmcdn•wmptttngwith tbe Florida BuIJ(ng C�rJp q-ZS d DG"0' 1)Ian-' M201 1 NOTE:ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR Noon, , FRANCISCO HERNANDEZ MULLIONS 1"X e X 1/8', 1"X e X 1/4'AND 2"X e X 1/8'. FLORIDA PE # 51393 EEE FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND/ 3 ON SHEETS 4 AND 5 OF 21. HY, y max;.-� 2:1 1W ANCHOR CONFIGURATION TYPE A3 2"X 5" X 1/8'ALUM. ANGLE B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 5 5/8"INT. LENGTH FOR WITH 2" X 5" X 1/8' ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2"X 6"X 1/8'MULLION 2"X 5"X 1/8` - 5 3/8"INT. LENGTH FOR ALUM.ANGLE I )—CL� 6 J518' 2"X 6" X 1/4'MUWON ......; `? S2"X 5"X 1/8" 5/8" 1"BY WOOD BUCKS BY TONERS. Supe �Ymdows ANGLEALUMINUM TUBE MULLION M14 S.M.S. SHALL BE PROPERLY SEALED AND ANCHORED Ilarwfaduring,Inc. ALUM. TUBE MUWON 1 2"X 6`X 1/8" — (3) FA.ANGLE ---- TO TRANSFER LOADS TO THE STRUCTURE 17{3 W.33rd Mo. 2"X 6"X t/8' 14 S.M.S. SHALL BE APPROVED BY BUILDING OFFICIAL HdIch.Floft=12 2"X 8°X i/4" 2"x 6"X 1/4" ii3) E.A.ANGLE 1/2'MAX. \ PRIOR TO MULLION INSTALLATION F.4")3�_e°38o - n ~ 1/4° ITW BUILDEX TAPCON '° a' ° rt• ,, ' �, •�° n ' THROUGH 1'BY WOOD BUCK 4--4- E D. 1 3/4"MIN. EMBEDMENT INTO 1"BY WOOD BUCKS BY OTHERS. L1/4'ITW BUILDEX TAPCON 22 1/� CONCRETE/MASONRY 'n ITi SHALL BE PROPERLY ANCHORED - THROUGH 1"BY WOOD BUCK (3) PER ANGLE SHALL BE ER APPROVED BY BUILDING OFFICIAL S TO THE STRUCTURE D 1 3CON RE MIN.EMBEDMENT ENT INTO 1-1 PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A SIDE VIEW B Z 1 1/2' 1 1/2' TOP VIEW 0 NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MULLIONS 2"X 6"X 1/8"AND 2°X 6"X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND N 3 ON SHEETS 4 AND 5 OF 21. 1W ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 [� B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2"X 5" X 1/8'ALUM.ANGLE 2"X 5"X 1/8'- 5 5/8°INT. LENGTH FOR ALUM. ANGLE2" 2"X 6" X 1/8' MULLION )--CL� 1 _- f 2' X 5" X 1/8" 5 3/8"INT. LENGTH FOR ALUM.TUBEMULLION L ALUM.ANGLE /14 SMS. 5/8" 5/8 2" X 6" X 1/4'MULLION ALUMINUM TUBE MULLION 2"X 6"X1/8' (3) EA.ANGLE 2'BY WOOD BUCK OR WOODEN STRUCTURE 2"X 6'X 1/8" — 2"X 6"X 1/4" � 14 S.M.S. BY OTHERS. 2"X 6'X 1/4" I 3)EA,�E r _____t—CL- SHALL BE PROPERLY ANCHORED :r TO WITHSTAND LOADS IMPOSED BY GLAZING n u u u PRODUCTS TO THE STRUCTURE AND 'A U U U 1/2'MAX. SHALL BE APPROVED BY BUILDING OFFICIAL --� PRIOR TO MULLION INSTALLATION 1/4° ITW BUILOEX TAPCON 1/4"TAPCON 1 3/8"MIN. EMBEDMENT 1 3/8"MIN. EMBEDMENT INTO WOOD I L2"BY WOOD BUCK OR WOODEN STRUCTURE* INTO WOOD E.D. (3) PER ANGLE BY OTHERS. (3) PER ANGLE SHALL BE PROPERLY ANCHORED 1'MIN. NM E---CLJ TO WITHSTAND LOADS IMPOSED BY(LAZING O, ,byt PRODUCTS TO THE STRUCTURE AND SIDE VIEW B nat.:02-11-13 SHALL BE APPROVED BY BUILDING OFFICIAL P s.oM: 1/4"- 1• PRIOR TO MULLION INSTALLATIONR.N.ma: . .._-. Reymon: SIDE VIEW A 1 1/2' 1 1/2" 4PProredasoomplilagwith ttw ✓'�`/, DRAwINC No. Florida Raldioll F,q-. 2.25-i3 M2011 TOP VIEW NOTE:ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR NOAH TOP FRANCISCO HERNANDEZ MUWONS 2"X 6"X 1/8"AND 2°X 6'X 1/4'. Ml.ml ttdeFLORIDA PE # 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 0 3 ON SHEETS 4 AND 5 OF 21. 1ty� fi:; r ,; 11 OF 21 ANCHOR CONFIGURATION TYPE BL FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ENO = 2 WITH V1 MULLION CLIP SUBSTRATE: CONCRETE 2'OR 3" � CL Sunshine Nfmdolrs ALUMINUM . MULLION CUP MoulOcfufing,Inc. ALUM.Vi I I 1 5/8'INT. LENGTH FOR 1745 W.33rd rloo. - - I I i"X 2"X 1/8"MULLION Hial b.Fklda 33af2 MULLION CLIP I^I I I 2 5/8'INT. LENGTH FOR Ph:(355)384-9852 ALUM. VI MULLION CLIP ioa:(305)828-5118 ALUM. TUBE MULLION— IY------11 1'X 3"X 1/8"MULLION `A jl II tl11 ALUM. TUBE MULLION II it 1/2'MAX.ir Q 1"x2'x1/8' 1"x 3"x 1/8` ° 1/4"ITBUILDEX TAPCON p 1/4 ITW BUILDEX TAPCON VARES 1 3/4'MIN. EMBEDMENT INTO 1 3/4"MIN, EMBEDMENT INTO CONCRETE E.D. CONCRETE (1)PER LEG 2 1/2"MIN. (1)PER LEG MIN. TOP VIEW SIDE VIEW A SIDE VIEW B O a NOTE:ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VAUD FOR MILLIONS 1"X 2'X 1/8"AND i"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' S/g" WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE 2"X 4"X 1/8"ALUM. ANGLE i" 1 5/8'INT. LENGTH FOR B 1"X 2'X 1/8'MULLION J14 S.M.S. I11 ____ ¶II 2 5/8' INT. LENGTH FOR CL -I FA (2) ANGLE 1"X 3"X 1/8"MULLION r I I 114 S.M.S. © I 2'X 2'X 1/8" ALUM.TUBE MULLION (2) EA.ANGLE II \ III ALUM.ANGLE - Y14 S.M.S. �� 2"X 2"X 1/8' II II (2)�A ANGLE I ALUM.ANGLE 1/2.MAX. I s p u 1/4'IW BUILDEX TAPCON ALUM. TUBE MULLION p p II p p t4 , ° 1 3/4"MIN. EMBEDMENT INTO I I 11 E.D. CONCRETE I'x 2"x 1/8' f 3 ° 1/4"ffW BUILDEX TAPCON u ° --1 3/4"MIN. EMBEDMENT INTO 2 1/2'MIN. (1) PER ANGLE t'x 3"x 1/8' ,» I CONCRETE o t., 2 NM —.,� (1) PER ANGLE SIDE VIEW B oot.:o2-it-t3 MIN. Sol.: 3/8"" 1" VNiIES f SIDE VIEW A 4PProved as complyiag vAlb thev mwm NO. TOP VIEW Mrida Roldinp�)4 _ 2_2rj-j 3 Dafe a ,-. M2011 —c J.�(f�F JL^���✓L FRANCISCO HERNANDEZ NOTE:ANCHOR CONFIGURATION TYPE Bt AS SHOWN ON THIS SHEET S VALID FOR rao�a I FLORIDA PE # 51393 SHEET Afl1 f Peoduel oI MULLIONS 1"X 2"X 1/8"AND t'X 3'X 1/8", ny,` 1 2 OF 2 1 FOR ANCHOR DESIGN LOADS SEE TARE # 2 ON SHEET 4 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 a;,}};.•rc B 2'X 5'X 1/8" _.......... ...._......... ALUM. ANGLE __ 4" 2"X 5'X 1/8'ALUM.ANGLE Sunshine Windows 5/8 3 5/8"INT. LENGTH FOR Hon*d*,Inc. ALUM.TUBE MULLION 1"OR 2" 4-X 1"X 1/8"MULLION 1745 W.33:d PMa 2'X 5"X 1/8" HWwk FWrWo 33012 1"x 4" x i/8' ` t -- 3 3/8°INT. LENGTH FOR Ph.(S05)364-asst JALUM,ANGLE 114 S.M.S. 1 1 1" x 4' x 1/4=---- � (2) fA ANGLE I I 4"X 1"X 1/4"MULLION fa.:(3as)e2s-aue ALUM. TUBE MULLION 2"x 4'x 1/8" I"x 4'x 1/8" --`--- 3 5/8'INT.LENGTH FOR 1/$ 114 S.M.S. ® 4"X 2'X 1/8'MULLION A 2" x 4°x 1/8° (2) FA.ANGLE 1/2'MAX. 1/4'ITN'BULDEX TAPCON u. ❑ ° :s . u ° u i �, 1 3/4' MIN.EMBEDMENT INTO u CONCRETE M I i -1/4"ITW BUILDER TAPCON 21 (2)PER ANGLE 1 3/4" MIN. EMBEDMENT INTO -�1/2' SIDE VIEW A CONCRETE ANGLE SIDE VIEW B - a TOP VIEW NOTE:ANCHOR CONFIGURATION TYPE 82 AS SHOWN IS VALID FOR a MULLIONS I-X 4' X 1/8", 1'X 4"X 1/4°AND 2'X 4"X 1/8", FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND 1 3 ON SHEETS 5 AND 6 OF 22. _ ANCHOR CONFIGURATION TYPE B3 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 6 4" 2°X 5'X 1/8'ALUM.ANGLE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE 5/8" 5/8 4"X 1"X 1/8"MULLION 2"X 5'X 1/8' _ 3 5/8"ANT. LENGTH FOR ALUM.ANGLE 114S.M.S. 3 3/8"INT. LENGTH FOR 1"OR 2" I 1 4'X 1"X 1/4"MULLION ALUM.TUBE MUWON #2'X 5"X 1/8" (3) EA.ANGLE -- 3 5/8" 61T. LENGTH FOR 1"x 4'x i/8" ALUM.ANGLE 1"x 4" x 1/4" --- ALUM.TUBE MULLION 4"X 2"X 1/8'MULLION 2"x 4"x 1/8" 1"x 4" x 1/8" 1/2"MAX. N 1"x 4"x 1/4" I , 114 S.M.S. A 2"x 4`x 1/8° 1 Ij (3)EA.ANGLE 1/4'ITW BUIIDIX TAPCON 1 3/4"MIN.EMBEDMENT INTO CONCRETE (3) PER ANGLE V e V. V 1/4' IiW BUILDIX TAPCON SIDE VIEW B —CLI SIDE VIEW A 1 3/4'MIN.EMBEDMENT INTO RETEDm*.oy: NM (3CON) PER ANGLE Date:02-11-13 1/2^�-�- �--�f/2" R..fetoa:1 /4._ i. ReWstoa: 4ppmedas"-p4-lagwhhtha \( ✓ " NO. Florida BaldlzpC ""r.-2y-F3 M2011 TOP VIEW NOTE:ANCHOR CONFIGURATION TYPE 83 AS SHOWN IS VAUD FOR NOAO , FRANCISCO H 111 513 3 MULLIONS 1"X 4'X 1/8`, 1"X 4" X 1/4"ANO 2-X 4"X 1/8 n71aru11Sad rodec7 onirol FLORIDA PE $ 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. 13 OF 2 1 ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6' MULLIONS NUMBER OF ANCHORS PER END = 6 ?k2?'`+> WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE ........_ ............... Sunshine Windows Manufod wing,Inc. 1745 W.33rd Plea Hlaleak rkede 33812 Ph:(305)364-9852 Fow(305)828-5118 B 2'X 5'X 1/8"ALUM.ANGLE 2"X 5"X 1/8" 5 5/8'INT. LENGTH ALUM,ANGLE T I T 6" FOR 2'X 6'X 1/8"MULLION 2' 5/8' 5/8 5 3/8"INT. LENGTH 'f�t ALUM.ANGLE/8. FOR 2"X 6"X 1/4'MULLION 1+� ALUM. TUBE MULLION LMAX. Z 2'X 6'X 1/8' ALUM:6-X MULLION t I -- CL I 2"X 6"X 1/4" I 2"X1/4' =11 014 S.M.S. Y • � 11 (3) EA. ANGLE A ° °11^°H 4 11 ° ° •u• 9" •.0 • 1 4 ITW BUILDEX TAPCON 11 a II 41 s IT'— / ° u ° a ° u u ° ° u� 'u• ° u ' 1 3/4'MIN.EMBEDMENT fM0 RW BUILDER TAPCON E.). CONCRETE 1 3/4"MIN. EMBEDMENT INTO 2 1/2'MIN (3) PER ANGLE a CONCRETE (3) PER ANGLE SIDE VIEW B SIDE VIEW A 1 1/2" 1 1/2' TOP VIEW owwe br;_NM " oaty 02-11-13 SeMe. 1/4._ 1• BrAebn: 4ppl,ond as camplylupft Ike V;✓�.. ,� t F14F� Flarida RnldlnBC r - z_2�-1a \ Uutc_ NOTE:ANCHOR CONFIGURATION TYPE 93 AS SHOWN IS VALID FOR rloAa�f i �. FRANCISCO HE�FANDEZ MULLIONS 2"X 6'X 1/8"AND 2'X 6"X 1/4. Pi4rolUadeTrnduel FLORIDA PE A 51393 FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND 3 ON SHEETS 4 AND 5 OF 21. 7 � - „k r f N „ �_ ANCHOR CONFIGURATION TYPE C1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V) MULLION CLIP SUBSTRATE: METAL 2"OR 3" B y ALUMINUM VI MULLION CLIP yt ' ;'r; CL I I 1 5/8"IIT. LENGTH FOR $llnShine Windows 1"X 2'X 1/8"MULLION Sunshine II Inc. I I I I 2 5/8'INT. LENGTH FOR n9 ALUM.V1 ALUM.TUBE MULLION I I I I 1"X 3"X 1/8" MULLION 1745 FWIda X12 MULLION CUP ----- �n� Ir------� Ph:(Malsah-V5)364-0952 MULLION Ir——————'� Ph:(-5)818-51ia 52 II II II II ANY APPROVED MULLION OR II II O 11 METAL STRUCTURAL MEMBERS BY OTHERS 'A � 11 it II II SHALL WITHSTAND ANCHOR SHEAR FORCES 1/2-MAX MINIMUM THICKNESS = 1/8" ALUM.TUBE MULLION 11 1/4"S.M.S.GRADE 5 THROUGH METAL mak— (SEE NOTE 7 ON SHEET 1) OFFICIAL 1" x 2' x 1/8" - (1) PER LEG PRIOR TO MULLION INSTALLATION L BE APPROVED BY G LANY APPROVED MULLION OR 1" x 3"x 1/8" METAL STRUCTURAL MEMBERS BY OTHERS 1/4"S.M.S. GRADE 5 THROUGH METAL SHALL WITH"O 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. a PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A SIDE VIEW 8 Q a NOTE:ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VAUD FOR MULLIONS t"X Y 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 END 2 5/8" 5/8 ALUMINUM 2" X 2"X 1/8°ANGLE WITH 2" X 2" X 1/8' ALUM. ANGLES SUBSTRATE: METAL 1 5/8"INT. LENGTH FOR IVi" 1"X 2'X 1/8" MULLION B #14 S.M.S. 1 2 5/8'INT. LENGTH FOR CL—' I (2) EA ANGLE I ———— I 1"X 3"X 1/8'MULLION 2" X 2"X 1/8' ALUM.TUBE MULLION � U THERS ANY APPROVED MUWON OR METAL STRUCTURAL MEMBERS BY ALUM. ANGLE - - I i 1 I, SHALL WITHSTAND ANCHOR SHEAR OFORCES #14 S.M.S. #14 S.M.S. �Tj 2"X 2"X 1/8" 1/2" MAX, ALUM.ANGLE � [MINIMUM THICKNESS = 1/8° (2) EA. ANGLE (2) LA. ANGLE (SEE NOTE 7 ON SHEET 1) 1 AII 11 SHALL BE APPROVED BY BUILDING OFFICIAL I PRIOR TO MULLION INSTALLATION ALUM.TUBE MULLION— 1/4"S.M.S.GRADE 5 THROUGH METAL --1/4" S.N.S.GRADE 5 THROUGH METAL 2"x t/8' - - (1) PER ANGLE E.D. (1) PER ANGLE LANY APPROVED MULLION OR1Approved asoo:npt- sli6 the _1/8' METAL STRUCTURAL MEMBERS BY OTHERS 1"MIN. rmdds uldiyjj ^02 t NI SHALL WITHSTAND ANCHOR NmG EAR FORCES oat" + r MINIMUM THICKNESS = 1/8- SEE NOTE 7 ON SHEET 1 NOAH ad i rod Y. Seal.: 3/8°- 1' / ( plinnll�"do Prodae(Ca11rd F scale! : SHALL BE APPROVED BY BUILDING OFFICAL PRIOR TO MULLION INSTALLATIONit>'/ •'-A j "' �y✓1 -41,F ReWelon: oWAWN9 wo. TOP VIEW SIDE VIEW A SIDE VIEW 8 FRANCISCO HERNANRNAN DEZ M2011 NOTE:ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR FLORIDA PE # 51393 SHEET 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. 15 OF j]2�jl ANCHOR CONFIGURATION TYPE C2 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 ALUMINUM Vi MULLION CUP WITH VI AND V2 CLIPS SUBSTRATE: METAL 4' 3 5/8"INT. LENGTH FOR ALUM. MULLION CUP 1'OR 2" 1' X 4"X 1/8"MULLION 6V�2 LIP FOR I" MULL ALLUMINUM V2 MULLION CLQ LIP FOR 2'MULL } — 3 5/8'INT. LENGTH FOR $UnstBna Y11TIdOWs ALUM.TUBE MULUON 2"X 4"X 1/8" MULLION MonUfactufin$Inc. 1745 W.33rd Pie" 1" x 4" x 1/8' 1 1 1 I wea"h,rodeo=12 2"x 4" x 1/8" ALUM. TUBE MULLION I I Ir--'---•---- Ph,(305)364-seat MY MULUON ORFo.:(3os)626-5116 _ 11 if 11 b METAL STRUCTURAL MEMBERS BY OTHERS AI I H II U SHALL WITHSTAND ANCHOR AFAR FORCES -------- 1/2„ MINIMUM THICKNESS = 1/8" ------L1/4"S.M.S.GRADE 5 (SEE NOTE 7 ON SHEET 1) --- THROUGH METAL(2) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E.O. I f SHALL WITHSTAND ANCHOR SHEAR FORCES 1/4" S.M.S.THROUGH METAL ►•i 'I MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) 1� N' (2) PER LEGi 1/2' 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL a PRIOR TO MULLION INSTALLATION z TOP VIEW SIDE VIEW A SIDE VIEW B OM a NOTE; ANCHOR CONFIGURATION TYPE C2 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 13 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C2 FOR i" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 4" 2'X 2"X 1/8"ALUM.ANGLE (~ $ WITH 2" X 2' X 1/8" ALUM. ANGLES SUBSTRATE: METAL 5/8" 3 5/8'INT. LENGTH FOR 5/8" 2"X 4"X 1/8` 4" X 1"X 1/8" MULLION ALUM.ANGLE 1"OR 2" 3 3/8"INT, LENGTH FOR 4" X i" X 1/4' MULLION ALUM. TUBE MULLION #14 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* —-— ALOHA. TUBE MULLION (2) EA.ANGLE _-__-- J114 S.M.S. ©11 ANY APPROVED MULLION OR (2) EA. ANGLE I�� II 11 METAL STRUCTURAL MEMBERS BY OTHERS �' II II II N SHALL WITHSTAND ANCHOR SHEAR FORCES 'A o I I 1/2'MAX' MINIMUM THICKNESS = 1/8' ANY APPROVED MULLION OR THROUGH METAL 1/4' S.M.S. GRADE 5 (SEE NOTE 7 ON SHEET 1) 2 PER ANGLE SHALL BE APPROVED BY BUILDING OFFICIAL() ION PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E'D' 71/4' S.M.S. GRADE 5 THROUGH METAL Oro.n by NM I 1 SHALL WITHSTAND ANCHOR SHEAR FORCES 1" MIN. (2) PER ANGEDow 02-11-13 4` 1` MINIMUM THICKNESS - 1/8'(SEE NOTE 7 ON SHEET 1) { s.,* t/2' 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL R^5i1m PRIOR TO MULLION INSTALLATION `---(, ( gpproved as covplylug with tlaa �1�!�/T/ MANY,N0. SIDE VIEW ride uldiylC• �, 2 26—t3 TOP VIEW SIDE VIEW A _ " M2011 NOAH_� i FRANCISCO HE'RNANDEZ NOTE:ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR MlandltadeProdueiCo`ol�'FLORIDA PE # 51393 SHEET 1'X 4"X 1/8, 1"X 4'X 1/4'AND 2" X 4'X 1/8"MULLIONS. uy ,^ 1 6 OF 21 FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND j 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 V1 MULLION CLIP WITH VI AND V2 CLIPS SUBSTRATE: METAL 4"OR 6' 3 5/8" INT. LENGTH FOR ALUM. MULLION CUP 1"X 4"X 1/8'MULLION :i'.: ;;r.`•r^. ALUM. TUBE MULLION Vi CUP FOR 1' MULL 1"OR 2" ALLUMINUM V2 MULLION CUP •' yyi',: t; 1" x 4"x 1/8" V2 CUP FOR 2'MULL 63 5/8" INT. LENGTH FOR 2"x 4"x 1/8" 2"X 4"X 1/8" MULLION $I1nSI11nC WInAOWS Ilomlfocturing,Inc. 2"x 6"x 1/8" i I i i 1745 W.33rd Plo ALUM. TUBE MULLION (n� Ir--"-- --,t Ph:(,HaWo 2 Ph: J95)584-0959982 II'"————————� Fo"{Jos)B2s-6118 CL 11 It 11 II ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS A II II II II SHALL WITHSTAND ANCHOR SHEAR FORCES ---__--- 1/2"MAX. MINIMUM THICKNESS = 1/8" 1/4"S.M.S. GRADE 5 (SEE NOTE 7 ON SHEET 1) LTHROUGH METAL(3) PER LEG u SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS 1E.MIN. 1/4"S.M.S.THROUGH METAL 1.a SHALL WITHSTAND ANCHOR SHEAR FORCES " MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) (2) PER LEG 1/2" 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL to PRIOR TO MULLION INSTALLATION Z TOP VIEW SIDE VIEW A SIDE VIEW 8 G a NOTE:ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR I-X 4"X 1/8", 2" X 4"X 1/8'AND 2" X 6"X 1/8" FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 2"x 2"X 1/8"ALUM.ANGLE ALUM.TUBE MULLION w FOR 1" X 4", 2" X 4" OR 2" X 8" MULLIONS NUMBER OF ANCHORS PER END 6 3 5/8"INT. LENGTH FOR 1"x 4' x 1/8" WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1"X 4"X 1/8'MULLION 1"x 4" x 1/4" B4"OR 6" 3 3/8"INT. LENGTH FOR --2"X 4"X 1/8" 1"X 4'X 1/4 MULLION 2"x 4"x 1/8" ALUM ANGLE 1"OR 2" 5/8° 5/8' 3 5/8"INT. LENGTH FOR 2"x 6'x 1/8" 2'X 4"X 1/8"MULLION 2"x 6' x 1/4' 5 5/8'INT. LENGTH FOR ALUM. TUBE MULLION I I I _--r CL I 2" X 6"X 1/4"MULLION fI I i 11 CL p14 S.M.S. {�14 S.M.S. ©11 ANY APPROVED MULLION OR N (3) EA. ANGLE �j� I (3)EA ANGLE 1 1j METAL STRUCTURAL MEMBERS BY OTHERS 11 II 1 2' MAX. 'I h SHALL WITHSTAND ANCHOR SHEAR FORCES 'A 1/4"S.M.S. GRADE 5 �— — MINIMUM THICKNESS - 1/8' -------------- THROUGH METAL(2) PER ANGLE (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION LMETAL STRUCTURAL MEMBERS BY OTHERS E'D. 1/4'$.MS. THROUGH METAL 0—br,NM SHALL WITHSTAND ANCHOR SHEAR FORCES i'MIN. 2 PER LEG oaa:0 -11-13 MINIMUM THICKNESS - 1/8"(SEE NOTE 7 ON SHEET 1) () S,a; 3/8'' r 1/2` 1/2" SHALL BE APPROVED 8Y BUILDING OFFICIAL tiw Yoa: PRIOR TO MULLION INSTALLATION f ,}PPMeJatt�9atplyiag with Vw.... ✓ 8RA1W7G MO. TOP VIEW SIDE VIEW A SIDE VIEW tPtaridaUxldl g , a Y"2S'ty M2011 FRANCISCO HERNANDEZ NOTE:ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR MULLIONS 1'X 4" X 1/8", NOA ' FLORIDA PE / 51393 nn",I D Sc ProJatl Caairo SHEET 1" xa'xt/a", z"xa"x1/e', 2"xfi'xt/e'AND 2" xfi"xt/4'. 17 OF 21 FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND# 3 ON SHEETS 4 AND 5 OF 21. its r�l!ll//ate vim 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 Sunshine SUDSIliRB WtfIdOWB I ► c I ► c I ► c I ► c I ► c 1 / 1745fW.33,d, n. 1745, 33rd 12 Haboh,FloA00 33012 Ph:(305)364-9054 -fir Fox:sm)828-5118 r I 2• I I 2' I { 2• I 1 3" I I 3, I 1 4' I 15/8- 5/8"1 11tt/8" 1t11 5/8' _ 5/8tIII 1{I 5/8- --- 5/8.i1II 1II 5/8' ---- 5/8-4 I1II 111I1i 5/8'-------5/8' I ® ® VED ® 15/1 15/18 5/87/87/85/80 / 5A15/18'1 t1t a� SfBI z I I � 4'OR 8 � 3' 4'OR 8' � 4-OR r ► c I / c I ► c 1 / C "U'CUP (TYPICAL) 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'CLIP SEE 'U'CLIP DETAIL °'°rn by NM ON SHEET 2 OF 21 oala 02-1t-t3 [; s"10: 1/2"- 1" Rav�ebn: RM�Ion: NOTE: ALL SCREWS USED FOR MULLION TO MULLION CONNECTIONS 4pproved as oomp4ing wNh l6e DRAWING NO. SHOWN ON THIS SHEET SHALL BE 14 S.M.S. GRADE 5. FYorlda uldin c1 A Dale %` q 22ri•t3 M2011 FOR ANCHORS DESIGN LOADS SEE TABLE l 2 ON SHEET 4 OF 21. Non_fL FRANCISCO HERNANDEZ Mlaml Dade PmduN Coglro FLORIDA PE N 51393 SHEET a SECTION C-C TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE - 3 1/2"0 OR 4"0 TYPE BR2,BR3,CR2 AND CR3 FOR 3 1/2'gyp OR a°0 ALUM. TUBE MULLION ROUND MULLIONS '' w ALUM. TUBE MULL 3 1/2"0AND 4"0 1/8"THICK ALUM. CIRCULAR PLATE 1 Sunshine Windm STRUCTURAL WALL/BEAM-1 1 WELDED TO ALUM. SLEEVE. manufacturing,Inc. ^� 1745 IN33rd Plow 1/2• h \ STRUCTURAL WALL/BEAM Hawn,sorb,33012 Ph:(3105}1 962 d' 4— ,\ Fox:(3t15)028-5176 M / \ 1/2" 3 1/2"0 OR 4"0 n / ALUM.TUBE MULLIOND --- - -------- 4 N ALUM. SLEEVE M / ` FOR 3 1/2.0 OR 4"0 ALUM.TUBE MULLION \ M a VARIES STRUCTURAL WALL 4j� 0 5 1/2"FOR 3 1/2" IMULUON , e OR BEAM 6° FOR 4*0 MULLION A �h\ 90, 2,y� VARIES 1.4 ANCHOR CONFIGURATION5 1/2°FOR 3 1/2'0 MULLION 6°FOR 4*0 MULLION BR2 AND CR2 W FOR 18W ANGLE \\ ��� j/ ANCHOR CONFIGURATION \ % BR3 AND CR3 H \ / FOR 135 ANGLE \f/ 3 1/2"0 OR 4"0 ' /i` ALUM. TUBE MULLION 1/8" THICK ALUM, CIRCULAR PLATE ALUM, SLEEVE / WELDED TO ALUM. SLEEVE. FOR 3 1/2°0 OR 4.0 ALUM.TUBE MULLION VARIES 5 1/2"FOR 3 1/2"0 MULLION 6"FOR 4"0 MULLION oro.a by N M ANCHOR CONFIGURATION Sete 02-77-13 SeoM: 1/4'- i" BR3 AND CR3 ,:..� FOR 90*ANGLE Approvedaseomplytgliththe � RevWom f OPAVOK NO. Fiorillo Pulding Cod oatr_t a-gs-ta M201 1 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21. nOria�/ , FRANCISCO HERNANDEZ Mioraldnde rodnetCon 1 FLORIDA PE # 51393 SHEET TOP VIEWS FOR ANCHOR CONFIGURATION _ ALUM. SLEEVE 3 1/2'2 OR 4"2 TYPE BR4 AND C114 FOR 3 1/2'0 OR 4"2 ALUM.TUBE MULLION ROUND MULLIONS ♦ e ALUM. TUBE MULLION 3 1/2"0 AND 4"o 1 1/8'THICK ALUM.CIRCULAR PLATE A SumWne WjOdm STRUCTURAL WALL/BEAM I WELDED TO ALUM. SLEEVE, & Idawfatuing,Y1C. / 1745 y �ry ?/ STRUCTURAL WALL/BEAM w. M122 12 N r \ ti Ph:(30)364-9052 a -+-- `� ♦ F° (305)SM-511e 'd / N 3 1/2"2 OR 4"0 \ / —N — — n g c°3 * ALUM. TUBE MULLION ALUMINUM SLEEVE — —_ � N N N FOR 3 1/2"2 OR 4"2 ALUM. TUBE MULLION \ N M VARIES STRUCTURAL WALL 3716" 5 1/2"FOR 3 1/2'2 MULLION ��,� �,��� OR BEAM `�JA• ,�2� VARIES 0 6" FOR 4'2 MULLION AN 63 90. ANCHOR CONFIGURATION 5 1/2'FOR 3 1/2"2 MULLION k J 6"FOR 4"0 MULLION BR4 AND CR4 ,y"' �\ 1/2" j �A• w FOR 18V ANGLE ANCHOR CONFIGURATION pDq �1 BR4 AND CR4 H FOR 13T ANGLE ti \i 3 1/2"2 OR 4"2 — ALUM.TUBE MULLION I i/8'THICK.ALUM. CIRCULAR PLATE ALUMINUM SLEEVE WELDED TO ALUM. SLEEVE. FOR 3 1/2"2 OR 4'2 ALUM. TUBE MULLION VAPoES 5 1/2' FOR 3 1/2'2 MULLION 6" FOR 4"2 MULLION 0—n by NM ANCHOR CONFIGURATION ft(T outs 02-11-13 1�4" I" BR4 AND CR4 FOR 90'ANGLE1 !F eDProved as co:11p1ylBa whh the ,J ( pppy"NO. Dnle phHe0CCi1C f ... ?-25•Yi M2011 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 8 OF 21. Norin /s FRANCISCO HERNANDEZ MIAMI DudeProduetC°nlmD FLORIDA PE (J 51393 SHEET DYI . 20 OF 21 y SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2,BR3 AND BR4 ROUND MULLIONS r.•:<t•:a?c:• 3 1/2"0 AND 4.0 SUBSTRATE: CONCRETE SUDSISunsl"'•' BDE SYIDdOWS 3 1/2"0 OR 4'0 3 1/2"0 OR 4"0 3 1/2.0 OR 4"0 MamfOC(UTID9,Inc. M. TUBE MULLION I _" ALUM. TUBE MULLION I ALUM. TUBE MULLION 1743 W.3xd Pl." Md.%,nb Wo 33917 Ph:(30.5)384-9032 i t ----- 1/8'THICK ALUM CIRCULAR PLATE N --" 1/8' THICK. ALUM. CIRCULAR PLATE N 1----- I 1/8" THICK.ALUM. CIRCULAR PLATE Po (3os)eza-3113 DED TO ALUM. SLEEVE. i i WADED TO ALUM. SLEEVE. t 1 WELDED T ALUM.SLEEVE. t 1 I N I I N I p e 11 p a D • p Ile Ilp II e p ° p Ila p 11 ° p . IIs p II ell II p li " II p u �1 'IiW HIIDEX TPOON 1/4'ITW BUILDEX TAPCON1/4u u 3/4"MIN. EMBEDMENT INTO 1 3/4"MIN. EMBEDMENT INTO 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 NOTE: FOR MULUON AND ANCHOR DESIGN LOADS SEE TABLE 11 4 ON SHEET 6 OF 21. a SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2,CR3 AND CR4 ROUND MULLIONS 3 tOR 4"LW 3 1/2.0 AND 4"o '� ALUMM.. TUBE MULLION �1 1/8"THICK ALUMINUM CIRCULAR PLATE jF••-�1 SUBSTRATE: METAL \ +----- 1WELDED TO ALUMINUM SLEEVE, METALINMlSTRUCTURAL MEMBERS By OTHERS 3 1/2"� OR 4'(b 3 i/2"� OR 4-0MIM1 THICKNESS s 1/8' ALUM. TUBE MULLION I- 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 ----- `�' ----- WELDED T ALUMINUM INUM SLEEVE AND SHALL BE APPROVED BY BUILDING \ i ; WELDED T ALUM. i i OFFICIAL PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS I N I METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS - 1/8" MINIMUM THICKNESS - 1/8' (SEE NOTE 7 ON SHEET 1) [(SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR S)1EAR FORCES SHALL WITHSTAND ANCHOR SHEAR FORCES 1/4"SM.S. GRADE 5 THROUGH METAL AND SHALL BE APPROVED BY BUIl0'NG AND SHALL APPROVED BY BUILDING SIDE VIEW E (4) PER PLATE E D OFFICIAL PRIOR TO MULLION INSTALLATIONE D OFFICIAL PRIOR TO MULLION INSTALLATION ANCHOR CONFIG.CR4 1"MIN. 1" WINNUMBER OF ANCHORS PER END = 4 —1/4"S.M.S. GRADE 5 THROUGH METAL 1/4"S.M.S. GRADE 5 THROUGH METAL (3) PER PLATE oo.o ny• N M SIDE VIEW C (2) PER PLATE SIDE VIEW D Dale:02-11-13 ANCHOR CONFIG.CR2 ANCHOR CONFIG.CR3 3aalx 1/4' 1 R°"m. NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END = 3 Iuniebn: � f hpproved es compl)iaq with lh, DRATANG NO. Prwut Baldk T v✓ ✓ ?YS raM201 1 �Afe rr1 FRANCISCO HERNANOE2 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TAKE 4 ON SHEET 6 OF 21. NO^4.�',�-_ + r, Miami Product Control FLORIDA PE 111 51393 SHEET 21 OF 21 February 9, 2015 From: Enrique Febles, P.E. (786) 897-5454 To: City of Miami Shores, Building Official Subject: Ms. Dilsia Haddad Residence 12 NE 111 St Miami Shore, FI 33161 Installation of new doors and windows After reviewing the proposed solution by Sunshine Windows, Inc. to replace the existing glass doors, identified in plans as Mark E and Mark F, for the above subject property it is my professional opinion that this alternative is acceptable and meets all current codes. The installation of the new aluminum columns (mullions) as well as its attachment to the existing structure shall be carried out following the corresponding Miami-Dade Product Approval No. 14- 0731.06. If you need further information or clarification lease feel free to contact me. Y P ThankY ou. Enrique Febles, P.E. (786)897-5454 :Lap ............... ......... ................ REVI SION ...... .............. 76 1/4' 76 1/2' M.O. WIDTH M.O. WIDTH DETAIL 1 Sunshine Windows RECEIVEO I Manufacturing, Inc. lace \__j�.X 6' WOOD BUCK 2' X 6' WOOD BUCK {—EB 2�'6�" Hialeah. . 33rd 3012 F j Hialeah,Florida 33012 Ph: (305)384-9952 BY. Faz:(305)828-5118 2" X 5"ALUM. TUBE MUWON 2" X 5" ALUM. TUBE MULLION s � 2' X 5" ALUM. TUBE MUWON 2" X 5" ALUM. TUBE MUWON ---- DETAIL 2 I" z • •••••• •••••• • LIJ 72" 72' O 0 Q •• • � •••• ••••*• BETWMUWONS BETWEEN MUWONS ( u EEN W 0 •• • • • • — w • ••••• • •• ••••• t (1 % F=- zZ • • • Q •• • •••• ••••• ... > W W •• •• •••••• •••••• _ ! Z :• •. • 71 1/2' 71 1/2' t Q • • • • • ___,_. CL J •••••• •• • I W a O C) •• • Q Q LLJ C/) 1 \\ O \\ p "aa oro• ar: NM oats: 1/28/15 Scale-. 3 B• 1' Rodman: Rowlelm: �_ DRAWING N0. MARK E MARK E SHEET 2' �' 1 OF 4 76 1/2' _ 76" M.O. WIDTH M.O. WIDTH Sunshine Windows Manufacturing, Inc. 2" X 6" WOOD BUCK 2" X 6" WOOD BUCK 1785 W. 33rd PIaa9 Mlaloah, FtorWa 33012 Ph: (305)384-9952 Fox:(305)828-5118 2' X 5" ALUM. TUBE MUWON c 2" X 5" ALUM. TUBE MUWON 0 s a 2" X 5" ALUM. TUBE MUWON 2' X 5"ALUM. TUBE MUWON • •••. 0000•• • • •. • 72" 72' • • • BETWEEN MUWONS BETWEEN MUWONS •• • • •• ••••i• 0000•• • • 0 0 • • • 6 •• 6996• •• • • 0000 0000• •• 0000 0000•• •• • 0 71 1/2' � 71 1/2' � • : i609i• •6.6i6 • • •0906• • • • •0• 6 6 Q 6•9• D D Q 2 om9a ar NM Date: 1/28/15 SC*: 3/8' - 1, RwT9kn: r RIM": ORAY M N0. MARK F MARK F SHEET 2 OF 4 --r— ........ ................ ............... ........ ... ... ......... .......... ............. ........... Sunshine Windows EXISITNG D �� Manufacturing, Inc. d d p \\ CONCRETE TIE BEAM 1785 W. 33rd Place Q \ Hialeah, Florida 33012 Q Ph: (305)384-9952 Fox:(305)828-5118 Q 1 1/4" DIAM. ULTRACONS 2 PER ANGLE AS PER ANCHOR TYPE D/ 14-0731.06 < 2" X 2" X 1/8" ALUMINUM �-- TO BE FILLED WITH U 4 ANGLE CLIP •• • • . . . . . .6666 . HIGH STRENGTH GROUT I I �� •66' .. .• I NOA 14-0731.06 `� 666:96 0 • 6666.. 009000 0 • 0 0000 .. :6666: I I 6 . ( 9966 6 6 6666. 1 j . 0 11\ EXISTING MASONRY WALL 2" X 5�e ALUM. TUBE MULLION 66.6• •9 6 6 :66 .. .. 000606 NOA 14-0731.06 ; • 0 0 • . . . 00 0 0 :0600: • o I / C/) �•,, N M Date: 1/28/15 Scale: 3" 1 DETAIL 1 � ' ow►wnac Ho. i SHEET 3OF4 .... ......... ..... ............ ............... ......... .......... ........... I I Sunshine Windows I I Manufacturing, Inc. 1785 W. 33rd Place Hialeah, norida 33012 Ph; (305)364-9952 \ Fax:(305)828-51 18 I I \ _J \ I I 2" X 5" ALUM. TUBE MULLION \\ � I I EXISTING MASONRY WALL I I NOA 14-0731.06 I I ( 1 I I 2" X 2" X 1/8" ALUMINUM ' •• • 1 I I • ` ANGLE CLIP ) I ••..•. • 0,00.0 TO BE FILLED WITH h d NOA 14-0731.06 000:00 � .. • •HIGH STRENGTH 0000 ` 1 9000 • • 00.00 • • 00000• • • 00000 \ 1/4" DIAM. ULTRACONS ' 0.0.0• 0*00 0.00•• d 4 EXISITNG • Q 2 PER ANGLE AS PER ANCHOR TYPED • • -----� Q 4 !, \' CONCRETE SLAB ;• 0 0••••• • NOA 14-0731.06 � � � Q i •. 1 Q ; Q 0 --- Drawn 8v: NM Date: 1/28/15 scale: 3" 1 Revision: Revision: DETAIL 2HG NO. z� SHEET 4 OF 4 i I Pd1'�,A Miami Shores Village Building Department - 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 Ws- 200) BUILDING Master Permit No. s- ( 'q` �)u PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP L CONTRACTOR DRAWINGS JOB ADDRESS: I Z $_)c I I I - "� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I 1 id 1 3Co - O o C4 oo 2-Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: � r; OWNER:Name(Fee Simple Titleholder): I' VI y Phone#: —Cori_75 Address:1 1 City: G nut sc"K5 State: Zip: � �P Tenant/Lessee Name: Phone#: Email: � ��� 92A Rat cz-) w, CONTRACTOR:Company Name: �^O W �..� Phone#: (0g �{ Address: lkZc� S 5'3 c}7 4-� Sl City: L__Q b - 1 State: Zip: So3 3 t (p 5 Qualifier Name: — m` �o pcL Z Phone#: State Certification or Registration#: Certificate of Competency#: O$_U 00 ZZ 3 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ O , ��� . o o Square/Linear Footage of Work: o Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: %W t uk N G S Specify color --o((f��color tthru tile: Submittal Fee$ Pgrmit Fee$ -_L) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r , 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, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r f. Signature Signature -f-- -W OWNER or AGENT CONTykCTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 12 day of NU04?t 20 by 13 day oftfPJc'i3'J6�-f 20 f X by who is personally known to who ispersonally known to me or who has produced a' /7P 49—410/4s me or who has produced _ as identification and o did take an oath. identification and who did take an oath. NOTARY PUB C: NOTARY PUBLIC: URISELL ESTUPINAN Notary Public -State of Florida Sign: Sign: - FA.Exri!CS Hay 1 Print: Print: %F,�� 09 Commission u EE 94962 a P• roug ational Notary Assn. Seal: • s Notary Public-State of Florida Seal: '• • My Comm.Expires Jan 24,2019 d; P,, Commission#FF 164784 "...."'., Banded through National Notary Assn. T`7/ 17 L APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Constr do Trades Q ifyinq Board BUSINESS CERTIFICATE OF COMPETENCY 08BS00223 HORIZON WINDOWS CORP D.B.A.: PEZ JOTL Is certified under the proviswns o'Chapter 10 of Miami-Dade County VALID FOR G0NTRACTJNG'0NrlLft36j2oj6 Local Business Tax Recei; . Miami—Dade County, Stat of Florida. -THIS IS NOT A BILL-IO NOT PAY 6205728 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES HORIZON WINDOWS CORP RENEWAL 335t3IISl.17 CT 6,470348 -SEPTEMBER 30, 2015 HIALEAH, FL 33012 Must be displayed at place of business Pursuant to County Code Chapter SA-ArL9&10 OWNER SEC.TYPE OF BUSINESS HORIZON WINDOWS CORP 196 SPECIALTY BUILDINGPAYMENT RECEIVED BY TAX COLLECTOR CONTRACTOR 45.00 09/1712014 Worker(s) 1 088500223 HECK21-14-071803 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license. permit,or a Certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and tequirements which apply to the business. The RECEIPT NO.above tot be displayed on all commercial vehicles-Miami-Dade Code Sec 89-278. NIAM%IDADE For mare information,visit wwwmiamidademoyllexc llti tc+ Local Business Tax Receipt Miami-Dade County, State of Florida -r-IS tS NOTA BILE -00 NOT PAY &205735 LBT BUSINESS NAME&OCATION RECEIPT NO. HORIZON WINDOWS CORP RENEWAL SEF3TEXPIRES S ��5 3350 W 17 CT 6470555 HIALEAH, FL 33012 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS HORIZON WINDOWS CORP 220 RECEIVED 220 TANGIBLE PERSONAL BY TAX COLLECTOR PROP DLR 45.00 09'17!2014 Employee(s) 1 CHECK21-14-071795: This Local Business Tax Raceipt only conforms paymentatthe Local Business Tax.The Receipt is not a license, permit,or a certification of the hcider s qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Bade Code Sec Ba-276. MMAMFOADE For more information,visit www.miamidademay/taxcollectay Municipal Contractor's Tax Receipt Miami-Dade County,State of Florida -THIS IS NOT A BILL-I 0,NOT'PAY M C CC NO: OBB500223 y �+ BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES HORIZON WINDCNNS CORP 3350w 17 CT' 7458842 SEPTEMBER 30, 2015 HIALEAH,FL 330112 Pursuant to County Corse Sec 1D-2A OWNER TYPE OF BUSINESS �, ,., PAYMENT RECEIVED € SPECiALTY 6 ._.1� CONTRACTOR CORP BY TAX COLLECTOR 37.50 +?,12512014 0226-15-00101506 Restricted to City of Miami Shores MIAMFDADE for mom information,visit www.miamidade,9 ovttaxecilector i AT ol CATVC�F 4148tp-ru INS RAN OU CE , 305463-9512, 110 51"92-1 TV City It \£ '' NFM NO I# 4�+1 ' OR Vol- H L � EXTW.$ i1 21 vvawe 71. 296,40 To ITIS M tVs � \? a TIS LV fi � MAV SEEN ISSUED,TO TKiO tc'-tit OW 0 ;OTWTHSTANO t TA �� j3c ORDtO$Y POLO S tS� IS 6 ft tS Stl T T# ALL T R $.LxGLU .."-OF ANY CONTR T 15 v MAY"AVE 00 I . � EACH �« 6311112()14 1" 111� 1� ,: & $ 40c' 9 1it173i?11 \ w \ I tikdt7 Y } 4( AWM "O'N"A 10/1 112014,J 10011201 Im r \ \ { 1 ' fool � � . a \. AWAl "q' I A i �. oft, ..,- of t TLS !�44. ss +f v w w VEWICTIVVvvCay MTEWnON j$ k -A"MNLOVEW A*POOPMET ' 28 )?411 712)314 v , �44 r' tlFlfT a'I ollIft vvv a nz a M, ! lw" ) AWE $ g oom _ �� lk INs sma" A MRolo Qw\\. IT 6ft v 0 777777, ". dA S� uv ft �� \V �c � £ r ., c WIND LOAD ANALYSIS ON COMPONENTS AND CLADDING (ASCE 7-10 and FBC 2010) Project: Dilcia Haddad Engineer: E.F. 12 NE 111 st miami shores fl 33161 Printed on: 10/30/14 c Building Characteristics h = 12.00 ft L= 49.00 ft (Short,horizontal dimension of a building measured parallel to the wind direction) B= 67.00 ft (Long,horizontal dimension of a building measured normal to the wind direction) h/L= 0.24 (To det.Cp,ASCE 7-10) L/B= 0.73 (To det.Cp,ASCE 7-10) Z= 7.20 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) Zmin= 15 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) C= 0.20 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) f = 500 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) E= 0.20 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) Design Criteria ASCE 7-10, Chapter 30, Part 1 Risk Category I I (ASCE 7-10, Section C1.5,page 380) FBC-2010, Section 1604.5 Exposure C (ASCE 7-10, Section 26.7.3,page 251) FBC-2010, Section 1609.4.3 V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2010, Section 1620.2 Kz= 0.85 (Velocity Pressure Exposure Coefficient,also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z) Kd= 0.85 (Wind Directionality Factor,ASCE 7-10 TABLE 26.6-1,page 250,based on structure type) Velocity Pressure qz= 0.00256 KZ Kd VZ [lbs/ft2] (Eq. 27.3-1) (NOTE:section 26.8 of ASCE 7-10,page 251 does not apply(i.e.,Kzt=1.0)) qz= 56.64 PSF qz ASD=qz 0.6= 33.99 PSF Determination of wind pressure(p) (ASCE 7-10,chapter 27,page 259,Main Force Resisting System) P=q"G*Cp-gh(GCpi) [Ib/ft2] (Eq. 27.4-1) (ASCE 7-10,27.4.1,page 260,Rigid building of all heights) Gust Effect Factor (ASCE 7-10,26.9,page 254,Rigid Structures) 17= 0.228 (Eq. 26.9-7) Lz= 427.06 (Eq. 26.9-9) Q= 0.91 (Eq. 26.9-8) Therefore: G = 0.85 (=0.65 per ASCE 7-10,section 26.9.1,or use eq. 26.9-6) and, (Internal Pressure Coefficient, TABLE 26.11-1,page 258)Enter 0 for open bldgs. 0.55 for partially enclosed bldgs. G.pi+= 0.18 or 0.18 for enclosed bldgs. Gcpi-_ -0.18 (Internal Pressure Coefficient, TABLE 26.11-1,page 258) f� WIND LOAD ANALYSIS ON COMPONENTS AND CLADDING (ASCE 7-10 and FBC 2010) Determine a: a= 4.9 ft or 4.8 ft (whichever is smaller) 4.8 controls but not less than 1.96 ft or 3 ft 3 controls Use a= 4.8 ft Windows and Doors Pressure reduction factor= 1 (Fig.30.4-1,page 335,if 0<10*reduce GCp by 10%) qZ= 33.99 PSF EXPOSURE C CATEGORY II P= gh[(GCp)—(GCpi)J [psf) WINDOW/ SIZE(aprox.) AREA GCp(-) GCp(-) GCp(+) P_ P_ P+ DOOR ID w(inch) h (inch) (SF) ZONE 4 ZONE 5 ZONE 4&5 ZONE 4(-) ZONE 5(-) ZONE 4&5 MARK A 74 50:.x/$ ,,. 0.93' 21 03. MARK B 111 63 48.56 -0.98 -1.16 0.88 -39.38 -45.46 35.98 MARK C' 19 1/8 38 A . ,; .... ..tQ.10 MARK D 37 383/8 9.86 -1.10 -1.40 1.00 -43.50 -53.70 40.10 -30. 9 ;4F3 MARK F 725/8 80 40.35 1 -0.99 1 -1.19 0.89 -39.87 -46.43 36.47 e � ,. '`a ,!,2 �...rxb ' e".. a" r.1.�.;�f ,• .`; ,� mss' .' s, t•„ i I MIAM1•DADE DIIA1WI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOb1IC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,v,vw.mifimidade gov/economy Sunshine Windows Manufacturing,Inc. 1745 W.33`d Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA sliall 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 put-poses. 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 revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"1650(XOX)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.HR08-02,tithed"Series 1650 Aluminum Horizontal Sliding Window(XOX)Impact Resistant Glass",sheets I through 6 of 6,dated 07/21/08,with revision#1 dated 03109/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami- Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0320.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. %MIAMI-DADE COUNTY f�j° NOA No. 13-0416.13 Expiration Dake: August 19,2018 Approval Date: July 04,2013 Page 1 Sunshine Windows Manufacturing,Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR08-02,titled"Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass" Sheets 1 through 6 of 6,dated 07/21/08,with revision #1 dated 03/09/12,prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. (Submitted under previous NOA#12-0320.01) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94,(#6 aggregate gravel) 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window with .34"laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5352,dated 12/07/07,signed and sealed by Carlos Rionda,P.E. (Submitted under NOA#07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 07/15/08,prepared, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA#08-0820.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. Manu Pere , Product Coia I amine NOA No. 13- 3 Expiration Date: August 19,2018 E-1 Approval Date: July 04,2013 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. (Submitted tinder previous NOA#12-0320.01) G. OTHER 1. Notice of Acceptance No. 12-0320.01,issued to Sunshine Windows Manufacturing, Inc. for their Series"1650(OXO)"Aluminum Horizontal Sliding Window—L.M.T., approved on 05/17/12 and expiring on 08/19/13. Manu erer.E. Product Control Examii►e�j NOA No, 13-t�416.Y3 Expiration Date: August 19,2018 Approval Date: July 04,2013 E-2 FA14E MVNRl19(9Uhf'AdE APPLIED A}}i MAY eIC Lgo +: i s'MO. a 1/2'MAX. M'�MAX, 8 1/2•MAX, .:};:::p>,,r• DESIGNPRUI2E CI4ART- PSF u n p II e, II II 11 e, Sunshine Windows htn: S�.f439 wPAcIIO ASa g14VC1 PAPACTI" WMI0031 UPAC� J.SS.. 19PAaT11ttu3e Manufacturing,Inc, ALUMIptllalkTb IZQNxkLS)i15it(OWQ100W(XOX) 1r �� �L� _ �r 1746 W.33rd No" 111"INh.Flom*33012 Rrl�?A(�TREi4 STANTOLA33 Ij� 0 II II p E C p E Ph:(305)384-01102�.J�" fox,(306)62e-61 t 6 W11VDc3W_ ,ANFkOB 1n1RLOGAxaPRQTP.CrION JL- `1L .. -1r- Diiis,(01t. s.N$CiU?B IS NOT RLLQv1iLeD 10e 11, II ooR 11 E�II 33R II SStt YADTH HtlOtR SRL 11lADt 1l JAL19 ORERIOR(4) INTERIOR(-) 74' 9 80, 0 Q0.00 9 e ' age 1(4• 2e• 13 3 BU:00 00.00 fit*. _ 14 80x00, BO,U,(j 3"VAX 9 1/2•iMx. 3'MAX, a I/2•MAX, WIDTHVA DW S8 3/8' .3 a QiQ;O, fio; - TYPICAL ELEVATION(XOX)25/5005 TYPICAL ELEVATION(XOX)33/33/33 ail• 1.4 80;OQ:• .Bb;Qb; 14' 9 40 �p 6/e• 14 8 ,SO:Q". 8,"0 OBN6RAL4OTES: U) n1' 14 8¢100. 6,04 1,- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 20:10 FBC. 74• 6 Q 6 8Q 0 2,- XqQX C�1JP2.uRATION APPLIES TO 259-5g9t-28N F'R-PORTIONS FOR ALL.DIMENSIONS ON CHART, T6e.,1/4' tu• 13 8 8, k -i t?' XDX N�'((OOURRAATION APPLIES 10:33%-33:1-33X P OPORTIONS FOR WIDTH [JIMENMONS UP TO 84", y 7 3,-,SHU1*4 AAE NOT REQUIRED, 0 111' 14 6890 $;HU 4,- FOR NUMQER OF AN0HOR9 FOR FACH UNIT SIZE,RCFER TO DESIGN PRESSURES CHART, 72• 9 60 OQ 6 8.- F R kT1pG�is Ob 11. ).F11�1 NF IN. CON ET OR oMASORNERY MTH 1 BY USS 1 4 .DIIAM. .ULTAOO�N.ggyY.ELCO oe' s4' 12 3 80.0'0 B.O.QO W�TH irr1/2M N I€ BEDM N R oO gNpST lEa/_ RONN��t1S �4DI�ANM; ULNFtAC��8Y�100� � toe• 13 8 :00 80,00 FOR ATYA.HM INTO MEi>< US 1/4'�OIAM GRA6 6 FI M AI CREWS WITH i" MIN; EOdd DISLINCE, 72' 8 80.00 BQi00 6.- CONCRETE STRENGTH f'o-3,200 at MIN., CMU PER ASTM C90; FILLED CMU frn-2,000 pet MIN. Be 11 60;00 60',OQ 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. ae+ J°� 12 4 406 80.00 8.- WOOD HOST STRUCTURE SHALL "SOUTHERN YELLOW PINE" Om 0.55 OR GREATER DENSITY. c 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ioe 13 etl:bd 80;00 ALUMINUM SHAH BE 6083-TB, STEEL SHALL BE Fye 38 KSI MIN. 72• 9 60:00 60:00 10,- WOOD BUCKS (BY OTHERS) SHAL{{..BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS GS e4• 11 80.0 80.Q0 TO THE STRUCTURE AND SHALL E APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. RODUCr RENEW& u canptpin,",:-ILIO the Flotidl qq ea 4b• 12 5 80,00 80100 11.- ALUMINUM E CONTACT WITH DIS MILAR MATERIALS SHALL 8E PROTECTED (BY OTHERS) oialnXcnd; 5 AS SPECIFIED IN SECTION 2003.84 OF THE 2010 FBC. 4acpt"aeeNot�• As tob' 13. 60:00 6Q.00 E:xpirnuon Date 72• B 8000 60,00 ` G/8 a By :' 1 e4' 11 80,00 60.00 GLASS Mlaod nde Pe6dncf. ff j $ sea 12 8 80.00 80.00 I 111 0.340" OVERALL LAMINATED CLASS USING TWO LITES OF 106' 13 68.40 88.40 0,125" HEAT STRENGTHENED CLAS •WITH A 0.090'INTERLAYER g - FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, PRODUCT REVISED LAMINATED BY TECNOGLASS, "3 wlitptying wLIhO eFlorida DRAWING No, Building Cody Aeceptaam No 19'0320+0) HS08-02 BX ralionDala O!8 IMPACT RESISTANT WINDOWS By DATED'-2,-DR Miam F y-12�4� SCALE, 1/2'-1* FRANOISCO:HERNANOEY �L:OR 0Ai'DQE! ,1,393 SH£ET 1 OF 8 i 2 1/2" MIN. 2 1�2" MIN. 1` 1/4'ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. .;Vy t�•.1 MIN. (FOR MAX.ANCHOR SPACING ANO NUM8ER OF ANCHORS - �°'''�•''`' h�Y 1/4"ULTRACON 1 1/4'MIN, EMBEDMENT INTO MASONRY TtEFER TO ELEVATION$AND DESIGN PRESSURES CHART �':+•••+n: ,,h h..: THROL16H 1 BY WOOD BUCK. ON SHEETS 1 OF 0). "••"''�t > TYPICAL FOR HEAD. fv� i' r�"�:•�; .•a r •. . (FOR MAX,ANCHOR SPACING AND NUMBER OF ANCHORS a ... REFER TO ELEVATIONS AND DESIGN PRESSURES CHART >h^dG`T'•�`�`%�;'�"�': }' e r i 44 '' •• . ON SHEET 1 OF 6). N Sunshine WIndOWS TYPICAL FOR HEAD. t 2 BY WOOD BUCK 8Y OTHERS, Manufacturing,Inc. _ MUST..BE PR909LY ATTACHED TO 1746 W 33rd Plan WO TRER,OWING SYSTEM LOADS mwuh,Flom.33012 TO jHE g.TRUb`r R. SHALL BE APPROVED Ph,(306)364-0062 & BY BUILDING OF l L PRIOR TO poMQ306)628-61 is WINDOW INSTALLATION, All 1 BY WOOD BUCK BY OTHERS. \ 0 MUST BE PROPERLY ATTACHED TO � TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, t I j- ATTACHINSN h TO MASONRY DRTAILATTACHMRNT TO WOOD Tn Oy ^ ii--ii � rpl «-t rV) 1-I 1/4'SMS THROUGH METAL. E•� (FOR MAX.ANCHOR SppACINQ AND NUMBER OF ANCHORS RE_$k t0:UtV40NS.AND DESIGN PRE3SURi9 CHART ON SHEHT 1 OF 6), 1/4'SMS THROUGH METAL. TYPICAL FOR HEAD, 1" (FOR MAK,ANCHOR SPACING AND NUMBER MIN. F ANCHORS REFER TO ELEVATIONS AND MIN.` MIME-OADE COUNTY APROVEO TYPICAL HEAP. DESIGN PRESSURES CHART ON SHEET f OF 8). _�MULLN)N. (UNDER SEPARATE APPROVAL) I n --.J HODUCP RT:NF;FPE"ry of complying with the FuorW 'inlding cod, tin�ptwnnNel3•p /3 ,. Z�,Irotlon Uale a hl n ada Pfddud Co ry a DRT6A3 I?SA1L A4 PRODUCT REVISED ATTACHMENT TO MRTAT.CT31CTTTAR ATrAC1R4 TTOMULLION ofcomplyingw4lhlhaFlotwa BulldingCode DRAWING No. (STEEL OR ALUM. 1/8"MIN.THICKNESS) Aueptanonl�/?�'./0. / -94 exp mliaa Daly 13 HR08-02 DATE;07-21-OB TYPICAL HEAD SECTIONS M°'" L 3-1z-1z SCALE: + 2'.1" FRANCISCO,'HERNANDEZ SHEET 2 OF 8 FLORIDA, ,q E; 51493 1!40 - Sunshine Windows MGnufocturing,Inc. 1748 W.33rd Place \ Im 4k.R.N.33012 Fortt(308)828-8118 Y d ,: •"f"",1'+� 3/4'MAX.NON^SNWNK GROUT ♦ erg _' •�' ♦ '', e., • ' }�,. •:.i„�j..: OR Y BY'WOOD BUCK 2 BY WOOD SUCK BY OTHERS, Q ;,f t d, - -M 4• •: •,Q T MUS.E PROPERLY ATTACHED TO N ♦ TPANSFER-q_-INQ SYSTEM LOADS `-� C6 TO TI1E S QCTUAE.SHALL BE APPROVED Al 1 'a ' ' 2 1/2" MIN. 2 1/2MIN. x WINDOW 0INST LLAOFFI IN.PRIOR TO 2 1/2' MIN, 2 1/2" MIN. MIN. 1/4"ULTRACON 1 1/2'MIN, PENETRATION INTO WOOD, 1/4'ULTRACON 1 1/4" MIN.EMBEDMENT (FOR M%ANCHOR SPACING AND NUMBER INTO MASONRY THROUGH 1'BY WOOD BUCK 0 ANCHOR§;((��EfER TPS ELEVATIONS AND OR NDN-SHRINK NON-METAWC GROUT DyS1l�N PRESSURES CHART ON SHEET 1 OF 8), 1/4'ULTRACON 1 1/4'MIN. EMBEDMENT INTO MASONRY (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR SILL. ((FOR LW.ANCHOR SPACING AND NUMBER OF ANCHORS OF AKHQ8S REFER TO ELEVATIONS AND Q REFEI)TO ELEVATIONS AND DESIGN PRESSURES CHART (JFSIGN PRESSURES'CHAW ON SHEET 1 OF e): ►y-} �] ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. fri TYPICAL FOR SILL ONLY, DWAIL BI DETAIL.E4 WAIL B2 AfTrACHMENT TO PRS-CAST SILT ATTACHMENT TO MASONRY ATTACHMENTTO WOOD —M MULLION,(UNDER SEPARATE APPROVAL) gp� 9TODUCI'RENEW$b I I I es awnpytag w1th thr Flortat 9aldleq Cd, _ — laoptance No 1" 1n re H /& 1/4'SMS THROUGH METAL, F.Ion out, ty MIN, (FOR MAX.ANCHOR SPACING AND NUMBER MIN 1/4'SMS TH OUGH METAL. Gy. OF ANCHORS REFER TO ELEVATIONS AND (FOR MAX.AN HOR SPACING AND NUMBER X11— adt Pralocl Cont DESIGN PRESSURES CHART ON SHEET 1 OF 6). _ OF ANCHORS EfER TO ELEVATIONS AND 1 TYPICAL FOR SILL. DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR§ILL. PRODUCI'RBVISED DETAIL B3 DETAIL BS amwmplylnngwith t1wFloft DRAWING No. ATTACHMENT TOMBT r.cTUTrrTTIRnAucepbscb v / ATTACHMENT TOMr_n.i.TON . (STEEL OR ALUM. 1/0'MIN.THICKNESS) (STEEL OR ALUM, 1/8'MIN.THICKNESS) RRpimilmDob /3 HR08-02 DATE;07-21-06. TYPICAL SILL SECTIONS " 4&P"° E 3-1z,,_z SCALE, 1/2'-1* FRRANPSCO.H�RNANDE2 SHEEP 3 OF 8 FLORIDA.+i ,t6 S03 1/4' MAX. 1/4' MAX, SHIM SPACE -« SHIM SP CE I r•`'y'>>•">�'` r `'';n.t•T'. 2 8Y WOQO BUCK BY OTHERS, . t...• �l!' R. R><. !'A}!t.'.W t\.•L•'H:A't \. b1/4" Tfw a orf Y A7.EM LO DS Sunshine Windotila T SSEq`G. Q•SYSTEM LOADSTO TH .$T (I E" LBE APPROVED_ I w rOR To manufacturing,Inc. �1 ..2" YANOOW MSP 1 ON, 1746 W.33rd PloyM4kgA,flortda 33011 PN(305)354-1061 1/4"TAPCONS 1 1/4'MIN. EMBEDMENT 1 .4'1nJMCQN 1 1/2"MIN. PENETRATION INTO W000. Pma(306)62tt-6116 ———.—.-.— INTO MASONRY THROUGH 1'BY WOOD BUCK ——————— ((QR MAKS.ANOII4R SPACENO AND NUMBER OR NON SHRINK NON METALLIC.GROUT `•- P AN ORS'kE TD ELEVATIONS AND (FOR MAX.ANCHOR SPACIND AND NUMBER OE1tION'pR,E35UNCHART ON SHEET 1 OF B). O OF ANCHORS REFER TO ELEVATIONS AND TYAIOAL FOIA JAM9S. DESIGN PRESSURES CHART ON SHEET 1 OF 8).TYPICAL FOR JAMBS. � VI D&AII 42 ATTACM4hN.TTQ WOOD RETAIL HI AITACHM13NT TO MASQNRYM u W 1/4"SMS THROUGH METAL, 1/4MAX, < (FOR MAX.ANCHOR SPACING AND NUMBER SHIM SPACE F ANCHORS REFER TO ELEVATIONS AND Q DESIGN PRESSURES CHART ON SHEET 1 OF 5), 0TYPICAL FOR JAMBS. MIAMI—DADE COUNTY APROVED 1/4"SMS THROUGH METAL. — TMULU'G.(UNDER SEPARATE APPROVAL) (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND �i — ———— . 1DESIGN OF 8)PRESSURES CHARS ON SHEET II TYPICAL FOR JAMBS, _o I I 140DUCT RENEtVED c+cmuplylox*Jill the FIO&I ----_.... Code DETAIL E3 <\ I I' .�------ ! Ilmace No L—J ATTACHMBNT TO METAL STRUCTURE F. 1'4Hun Dale 8 — N (STEEL OR ALUM. 1/8"MIN.THICKNESS) Ity Allam' odeP dduel Coal DBTAQ.E4 ATTACHMENT TO MULLIONS DETAILPRODUCT RBVISBDas complylog with the NwWa Bulldthg Cope DRAWING No, Ac Ptao.QNa/-03M � HR08-02 Expiml[on Rafe /$ By DATE.,07-21-08 TYPICAL JAMB SECTIONS II& 13_I5,I SCALE: 1/2"-1* FRANCISCO..MERNANDEZ SHEET 4 OF 8 FLOPMA, PE1d .1383 13 12 13 415 1g r.r:r.::'•:re:..:r..v a ;Y•ll•Y{94;}18}�:•,:,�.:rriu: 6 n 17 B SuasNne Windows manufacturing,inc. ———---.—— ._——— 1745 W.13r4 Plat ———^ —————— Nd-.h.Mdda 33012 Ph:(305)304-0962 19L Fox:(JOS)828-6118 14 X 3/8"STEE4 841 11 f0 10 11 0 WINDOW WIDTH HORIZONTAL SECTION(XOX) a O � � 17 g fi'i ca !�0�7 a0 18 W z 11 x � B g Olo ro 18 3 9 (2)2'WEEP 2 HOLES 7m nODllC7RF.NEWF.O Y± J—U .r complying Wth the Fl-101 3 9W111-1;Cod, rZrS •ic<rynxncr No _[� VERTICAL SECTION I:x Ir'allon Oule /� WITH SILL RISER (lixu ode Pi 6dw Cofi1+r-- PRODUCT RUVISBD - ascomplyingivllhtlsaMoMO OMWINO No. UWidrbg Codo ' w au 2•p3�o.o HR08-02 g DATE:07-21�( yap f SCALE: FRAhlCISCO..HENNANOF�Z SHEET 6 OF 8 FLO,R)OAr,PE;N.O,393 MATERIAL LIST arF > rY/y T18Mfl PARTfl RBQD. DES(RIPDON A1A7TllNGL 1 sw-Gte 1 FRAME HEAD 6063—T8 0.812 r- 1.625--� - Sunshine Windows _ aha Manufocluring,Inc, 2 SW-019 1 FRAME SILL 8083—T5 0.3116 —T' 0,080 1743 W.33rd Plat. o.7do M.1 h,fr dia 33012 S SWforx2l 1 INSERT TRACK 0083-Ta .�; 176 1.676 Ph:(70.7)364»9962 OA 2'12!(1 Por;(3o8)828-6116 4 "W-101 A$ROD IMPACT GLAZING BEAD 8087—T6 I 1 5 SW-012 2/VEN7 SLIDER TOP/80Tt0M PAR 0083—T6 IL 0.812 I 8 SW3019 AS RGO FM SEAL PILE FELT IMPACT GLAZING DEAD FIXED MEETING RAIL MOV1N0 MEETINO RAIL O SSW-101 SW-40111 SW-017 ' 7 SW1620 AS RqD GIAZINO TAPE FOAM 6067-Td 6063-15 6003-76 8 SW321W 2/VENT WHEEL BRASS 9 SW-017//VENT MONO MEETING RAIL 6063-Ta (� 10 4011 2 FI%EO MEETING RAIL a083-Ta 0.62 1.00D 11 SW-AS AS ROD ASSEMBLY SPA EI'ST _ a #8%1'PH PHIILIP CRS 1.000 O.b80 1.876 Qr 12 SW-013 2 ,IAMB 8083-T6 1 •750 III O 13 SW-016 1/VENT AIOVINO-S10$RAI). 8083-TB o.ato f4 SW326y A8 RQQ WL4TH6fi.$THIP BULB VINYL 1'000 j SLIDER TOP AND BOTTOM IWL INSERT TRACK MONNO SIDE RAL E-+ ' 16 SW-807 AS Rq0 LATCH ZINC SW-012 121 SW-016 60113— 6087^TB 6063-T6 6063-T6 P44 16 SW-S10.2/SILL RETICULATED FILTER FOAM � 17 - AS R0D SILICONE DOW CORNING 899 0 18 SW4077t / I SILL RISER 6001-75 ' �- 0.07,6T 2.750 .760 1 1.437GLAZING DETAM r I 3,162 p..J DLy0NT-SWACITE PVB 2,0000.090 x° FRAME HEAD AND SILL0011 1/8' HEAT 1/8" HEAT SW-019/8W-44267 FRAME SW1-401711 STRENGTHENED STRENGTHENED 6063»T6 6093-76 8003-T3 3/8'GLASS SITE (TIPICAL) N_ I SILICONE DOW CORNING 899 .,R0DDCTRENP1Yft PRODUCERSVISED "- *As sbmplyinywith&imeft aoomPlyloswllhlhePhN a N IdleDCods D011dhgCode DRAWING No. l AND. A tptenesN. eO00Rd"`bn°�:u! 3 HR08-02 E 'mmn are !� By GATE:-Q7-21-OB Mitm Daae 1'raaF, SCALE: 1/2'-1* Prddeil, �G �.IZ r!(31.i FRANCISCO':HERNAND€Z FLORi A ,.RE1p• a e3 SHEET 8 OF 8 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www mianudade goy/pera 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 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 x°1650(XO)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No. HS08AI,titled"Series 1650 Aluminum Horizontal Sliding Window(XO)Impact Resistant Glass", sheets 1 through 7 of 7,dated 03/14/08,with revision#I dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami— Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEIINIE14ATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be. displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#09-1217.04 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. MLWIDADEc UNWM NOA No. 12-0320.06 "'• ► Expiration Date: April 10,2018 -7h0112 Approval Date: May 17,2012 / Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08-01, titled"Series 1650 Aluminum Horizontal Sliding Window (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 aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5331, dated 09/18/07,signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0107.08) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5015, dated 07/27/07,signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09-0107 08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Sunshine Windows Manufacturing, Inc.,dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#09-1217.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA) Manuel ere ,P.E. Product Contro miner NOA No. 12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE 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 P ez, .E. Product Control ner NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-2 DESIGN PRESSURES CHART-PSF MAX. HEAT STRENGTHENED LAMINATED IMPACT � it ;; �I;{f;'.•,.;i5;i: PACT (GLASS CT (GLASS :i%ts``i'; ii.`•.`•:i;"':: WMDOW RRICANBPROCMCnON Sunshine Windows DIl1gNSION �AM=NCIR117R IS NOTR6QUIItSD ----- ---------- ManldodLTing, Inc, - P11 ER PER 13/4"9II L 3"8II LW t 746 W.35rd then $ ��// � PI ( 5)364 Jl812 WIDTH HEIGHT HEAD k I C !'frY�// �✓ E PIX *h3(!W),711-t1Y62 SLL JAMB EXT. INT. EXT. INT. /�1 Fax:(1061�-571! 2e 1/2" 4 53.33 120.00 80.00 120.00 z „ 37" 5 3 53.33 120.00 80.00 120.00 � 2a" 53 1/e' 6 53.33 119.30 80.00 119.3 L 1� FALSE MUNTINS (SURFACE APPLIED) 74" 8 53.33 90.00 80.00 90.00 n I. E MAY BE USED ze 1/2' 4 53.33 120.0 80.00 120.00 a Is7' a3!/e" 5 5 53.33 120.0 80.00 120.00 f 3 1/8 63 1/e' 8 53.33 95.50 80.00 95.50 MAX. MAX 74" 8 53.33 78.90 78.90 78.90 WINDOW WIDTH r�� E !7^ 5 53.33 104.70 50.00 104.70 TYPICAL ELEVATION (XO) 4 as 1/8'so 5/8' 6 6 53.33 88.40 80.00 88.40 b a v? 74' GENERALNOTES: In ft7i41 8 53.33 67.30 67.30 67.30 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC, F 37 5 53.33 88.20 80.00 88,20 2.- CONFIGURATIONS OX AND XO. () 6 7 t53.33120.0 0 75.00 73.00 3.- SHUTTERS ARE NOT REQUIRED. pdt 74" 8 62.00 62.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN / PRESSURES CHART. 24" 3 80.00 120.0 5 WITH i 1FOR �4" MIN.HMENT INTO EMBEDM NT INTORMASONRY WITH I BY USE CONCRETE MASONRY AND 4 1/4- i 2" MI N. EDGECON BY D DISTANCE. F� FOR AT TAH ENT INTO 2 BY OR WOODEN STR CTURE USE II/4 Df/AM. ULTRACON BY ELCO O !e' 4 80.00 120.0 WITH 1 1/2�MIN. EMBEDMENT INTO WOOD AND t" MIN. EDG$ DISTANCE. 4e' 24" 6 3 80.00 120.0 WITH FOR A1" MIN.ENT INTO DGE DIIS ANCE USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS bo 7 . 0 80.00 120.0 6.- CONCRETE STRENGTH VC-3,200 pal MIN., CMU PER ASTM C90, FILLED CMU fm-2,000 pal MIN, M. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. a 53.33 90.00 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". 4 33.33 120.00 90.00 120.0 ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy- 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS acq�q 48" 3e" 6 4 53.33 120.00 80.00 120,0 TO THE STRUCTURE AND SHALL BE APPROVED13Y BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. d 0D' 7 53.33 99.90 80.00 gg,g0 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) _ k AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FSC. O72" 8 53.33 68.60 80.00 88.80 36" 4 53.33 100.40 80.00 100.40 OLA33t 49" 6 V330 80.00 93.90 i 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 8 so* 4g" 7 60 80.00 87.00 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYERFILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS.72" 8 0 74.30 74.30 LAMINATED BY TECNOGLASS. PRODUCTREVISED �6' 4 0 80.00 90.00 64-.VlYiW with em Fhwid4DRAWING No. Uuildiug Code48" 5a, 6 7 80.0 87.00 A.ptmnNo/2.03'20,Ob �-{SC$ C6x'naion�DWWOJje7 80.0 87.40DATE:03-14-08 72• 8 EY ,. 53.33 67.80 87.80 67.80 Mi 3-12 .(� SCALE: 1 2"-t' FRANCISCO HERNANDEZ _ _ FLOAIQ��, PE # 91393 _ SHEET 1 OF 7 MAX. A MAX. DESIGNPRE53 IMPACT IMPACT URES CHART-PSF L GLOSS GLASS Sunshine Windows HEAT STRENGTHENED LAMINATED E WPACT :_______ JL_ n Manufacturing,IOC, ESIST GLASS ' Man W.33rd Inc, WINDOW ANCHOR HURRICANE PROCTECTION !WW Florida 33012 DIMENSION SCHEDULE IS NOT REQUIRED C /,1 E Ph:(306) -5112 /;, Fm:(3os)82Se2a-st to PER P� 13/4"SILL 3"9Q.L z �� li - _________.�_________ _________ate________ WIDTH HEIGHT HEAD k -------•..-- 1r_________ 0 3 0 SILL '�i1B EXT. INT. EXr. INT. i� 74• Se 3/e• tt 8 51.33 90.00 80.00 gp,pp IN FALSE MUNTINS (SURFACE APPLIED) u" so 5/a* t 1 II 8 I' MAY BE USED Va / B SJ.J3 90.00 80.00 90.00 d 37" 6 53.33 90.00 80,00 90.00 a SS t/e e3• 8 9 53.33 90.00 80.00 90.00 MAX. MAX. E t 74• 11 53.33 85.20 80.00 85.20 n' 4e" 11 7 53.33 90.00 80.00 90.00 WINDOW WIDTH 4e" 7 53.33 90.00 80.00 90,00 TYPICAL ELEVATION (XO) y ►moi OA eo' so" 9 9 53.33 90.00 80.00 90.00 a GENERAL NOTES: rl" 11 53.33 90.00 80.00 90.00 1_- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC• 2.- CONFIGURATIONS OX AND X0. F u 3.- SHUTTERS ARE NOT REQUIRED. z �y 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. S 5.- WITH11ATTACHMENT" MINI EMBEDMENT INTORMASONRY WITH I BY CONCREfE//MASONRY AND USE t1(�2" MIN EDGECON BY D STANCE. �p1 FOR ATTACHMENT INTO 2 BY OR WOODEN STRICTURE USE 1 44 DfAM. ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGi DISTANCE. x FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN, EDGE DISTANCE. 6.- CONCRETE STRENGTH fcs3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm=2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED, B•- 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", c ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy- 36 KSI MIN, c 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS a TO THE STRUCTURE AND SHALL BE APPROVEOBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ad 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. z � GLASS: a 0.340" OVERALL LAMINATED GLASS USING TWO I_ITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER i? FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. - -- - - c _ LAMINATED BY TECNOGLASS, 0 PRODUCT REVISED en wvoyieg With the FIwWa Beilding Code DRAWING No. aCePweDeul2-OS?O.pbB - HSC18--01 'I GATE: 4-08 , By 3L-LIProdeat �^':�`^S7•• 1 SCALE: FRANCISCO HERNANDEZ FLORIDA PE 51393 SHEET 2 OF 7 {)i): 12 13 9 15 19 ''."' .'•. ....... ....E}';i?': 20 Sunshine Vindows MonufoctuTirg,Mc, 1715 W. 33rd Ptae1 6 H1.1-h.F100do 33012 21 20 Ph:(305)361-61162 F—(305)526-6118 14 � 22 10 10 3 WINDOW WIDTH HORIZONTAL SECTION �¢ o ,•.,, -4 (W�� x U 20 L 6 w $ 0: x Yn N g s� 17 K 3 3 m 8 (2) 2-WEEP 2 n HOLES 1233 _� 16 3 w (2) z' WEEP 2 VERTICAL SECTION $ HOLES WITH SILL RISER N I VERTICAL SECTION asPRODUCT REVISED ns complying with the Florida DRAWING No. DnilMng Code Accepteme Ho/ HS08-01 E iralion pate 0/B r DATE:03-14-08 Dy Mian Pm t i—ex—[2- SCALE: FtiANCI$GO HERNANDEZ SHEET 3 OF 7 FLtORIDA P 51,393 MATERIAL LIST MATERIAL LISP .::.•,.nr..v. IT1rJ1t6 PARTE RBQD. DESCRUMON MATERLIL �:'• .•: imm# PARTE RRQD. DBSCR"ON 'ti•:S':•+')::i' .... _.. MATffitW, 1 SW-010 1 FRAME HEAD 6063-T5 13 SW-016 1 MOVING SIDE RAE. 8083-TS 'ii'rii+:?•;ti'r: .......( +(` . 2 SW-019 1 FRAME SILL 8083-TS {`S,:jY 14 SW32S7 AS RlX1 WEATHER STRIP BULB VINYL 'ii'r'•7ti'•i'nir:.. 3 SWxxx21 1 INSERT TRACK 6063-TS 15 SW-667 AS ROD LATCH -_ ZINC •Sunshine Windows S SW-012 2 SLIDER TOP/BOTTOM RAIL We Ta 16 SW-S10 2/SILL RETICULATED FILTER FOAM Manufacturing,Inc, 8 SW3019 AS-ROD FIN SEAL PILE -- 1745 W.33rd Pteo4 FELT 17 SW40771 1 SILL RISER8083-T8 Mvlwx•n.,w 33611 8 SW321W 2 WHEEL BRASS Ph!(305)364-0662 16 SW-014 t JAMB TO FIXED PANEL «063-TS rox:(SOa)e26-ane 9 SW-017 1 MOVING MEETING RAIL 6063-T5 19 - AS ROD SILICONE PEC.-696 OR SIMILAR _ 10 SW40111 1 FlXED MEETING RAIL _W63- SW-101 AS ROD IMPACT GLAZING BEAD 8063-T6 O 11 SW-AS AS RQD ASSEMBLY SCREWS / 8 X 1SMS. 21 SW-STL 1 3/8" X 3/4'FLAT BAR STEEL ' 12 SW-013 1 JAMB TO MOVING PANEL 6063-TS 'a 22 SW-AS 4 ASSEMBLY SCREWS I / 8 X 2 1/2'SMS. o.612 1.625Til 0.050 0.050 2,126 1..5 a.a62 - a.364 F 1.250 N 1.250 T #if'750 1 _I Ohl 2�- 0.667 1.312 L 2.077� GLAZING BEAD FO(ED MELTING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL SW-018 SW-40111 SW-017 SW-014 SW-013 6053-TS (� 0 6063-76 8063-T5 8063-T5 6083-75 0.076 x 2 75 o.oez ,.6760 , 0.502 3.062 L 1 T 0.050 2.00 o D,7aG -L 1.0000 L�- 11 U�� a.6,a f•- y I j W FRAME HEAD AND SILL MOVING 510E RAIL SW-019 SILL PoSET2 INSERT TRACK SLIDER TOP AND BOTTOM RAIL 6083-T5 SW-018 SW-40771 8063-T5 6063-175 SW-xxx21 SW-012 6083-T5 6063-T5 `rf7NLyj PRODUCT REVISED "c Plyhw wuh the Fib" Buildie6 Code DRAWING No. Amp tmoe No 2-O U-08-I 1 , Ex' ion Dale Dy ,B DATE;03-14-08 I� Miem ede Pto lT 4� t\\\',L SCALE: •/2'�t" FRANCISCO HERNANDEZ FLOSHEET 4 OF 7 - R)9A PE,N 51393 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 II----- X1/4" ULTRACON 1 1/4-MIN. EMBEDMENT INTO MASONRY REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS THROUGH 1 BY WOOD BUCK. ON SHEETS 1 OF 7 AND 2 OF 7) ,•a • (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS TYPICAL FOR HEAD. • ,'. 6.• j REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS dA I ON SHEETS 1 OF 7 AND 2 OF 7) TYSURSM08TIliOWS TYPICAL FOR HERO. 2 BY WOOD BUCK BY OTHERS. MORUtOCtUTIRfJ,Inc. MUST BE PROPERLY ATTACHED TO 1743 W.33rd Place TRANSFER GLAZING SYSTEM LOADS ldaNah.no4de 33012 TO THE STRUCTURE.SHALL BE APPROVED Ph:(3GO3e4-9932 T BY BUILDING OFFICIAL PRIOR TO I'm(30S)828-31118 WINDOW INSTALLATION. '0I � 1 BY WOOD BUCK BY OTHERS. 0 MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED V) BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, V DBTATL A DETAIL B (� ATTACHMENT TO MASONRY ATTACHMENT TO WOOD E i O ^ H � p � U 1/4"SMS THROUGH METAL. W �C (FOR MAX. ANCHOR SPACING AND NUMBER Q IeS�y OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1/4'SMS THROUGH METAL 1° i OF 4 AND 2 OF 4). (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR HEAD. Q Oi ANCHORS REFER TO ELEVATIONS AND MIN. MIAMI—DARE COUNTY APROVED 1 OF 7 AND 2 OF 7), x DESIGN PRESSURE CHARTS ON SHEETS �—MULLION. (UNDER SEPARATE APPROVAL) _ TYPICAL HEAD. I r•—'•— ——— N_ W F DETAIL C DETAIL C I ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION PRODUCT REVISED (STEEL OR ALUM). 1/8'MIN. THICKNESS) as complying with the FloriAg ORAWI^O N3. Dnilding tllde le 1 i 1i 71 RDATE:03 14� L TYPICAL HEAD SECTIONS l_ .:. M owel ,a a :1` �SCAL.�. FRANCISCO CiISlCl OII HIEIRVTNANDEZ�� A PP � 5193 _. 1. SunsSne� Windows � Manufacturing,Inc. �7 \X 1745 W.33rd PI..4 3 4"Ih.Fl dde 33012 PN:(305)354–G952 G ..:(305)526-5115 i •. .' ,.. ;. . .. ,.; ,�.1.'.� ::4.itd�itr•'� 3/4'MAX.NON–SHRINK GROUT ° . ° ° `••"'< SI' OR 1 9f WOOD BUCK ,1 i 7. 2 BY WOQo OD BUCK BY OTHERS. O i r7 f a• ,c4 J' \? MUST BE PROPERLY ATTACHED TO DC • N °.' e ° :• • LOADS TO THE STRER UCTURE.ING YSTEMMSHALL BE APPROVED ° — BY BUILDING OFFICIAL PRIOR TO °' °•1 2 1/2" MIN. —2 1/2" MIN. WINDOW INSTALLATION. 2 1/2" MIN. 2 1/2" MIN. 1/4'ULTRACON 1 1/2'MIN. PENETRATION INTO WOOD. 1/4'ULTRACON 1 1/4" MIN. EMBEDMENT (FOR MAX.ANCHOR SPACING AND NUMBER INTO MASONRY THROUGH 1'BY WOOD BUCK OF ANCHORS REFER TO ELEVATIONS AND OR NON-SHRINK NON-METALLIC GROUT DESIGN PRESSURE CHARTS ON SHEETS 1/4"ULTRACON 1 1/4'MIN. EMBEDMENT INTO MASONRY (FOR MAX,ANCHOR SPACING AND NUMBER 1 OF 7 AND 2 OF 7), (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND TYPICAL FOR SILL. O ^ 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. e�rn7 W DETAIL D DETAIL E DETAIL F Fl Q CJ ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD {W x � c MIAMI–DADE COUNTY APROVED MULLION, (UNDER SEPARATE APPROVAL) I II 1/4' SMS THROUGH METAL, T• 1/4' SMS THROUGH METAL. a (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND M (FOR MAX.ANCHOR SPACING AND NUMBER DESIGN PRESSURE CHARTS ON SHEETS OF ANCHORS REFER TO ELEVATIONS AND 1 OF 7 AND 2 OF 7). DESIGN PRESSURE CHARTS ON SHEETS TYPICAL FOR SILL. 1 OF 7 AND 2 OF 7), -- — - TYPICAL FOR SILL. g DETAIL 13 DETAIL G 1 PRonucr RBVISBD ATTACHMENT TO METALSTRI.'C11774 aac piyLgwitbtheFlorid. OPAVNC No Y I �'tCII-{FNTTOMULLION 1"i'dwACo. I "II f (STEEL OR At UM. 1/8' MIN.THICKNESS) (STFr_L OR ALI,M. 1/8" MIN, THICKNESS) i �..�i2-iiduJ._ I '� - !jt♦�;. Ij i-+aC r ^' i TYPICAL SILL SECTIONS_ ti.miDFRANCISCO HERNMDEZ FLORIDA_ .. .I .SHEET 8 OF 7 1/4" MAX. SHIM SPICE 2 BY WOOD BUCK BY OTHERS. ty:;•'•:jri{ MUST BE PROPERLY ATTACHED TO • TRANSFER GLAZING SYSTEM LOADS 1/4` MAX. TO THE STRUCTURE. SHALL BE APPROVED SHIM SPACE BY BUILDING OFFICIAL PRIOR TO ,i'ri7r:•�i7; WINDOW INSTALLATION. • ;iiii'ri 1/4'ULTRACON 1 1/2'MIN. PENETRATION INTO WOOD. $UnShlnB WIndOWS (FOR MAX.ANCHOR SPACING AND NUMBER Manufacturing,lnD. 1 1/4" OF ANCHORS REFER TO ELEVATIONS AND 1746 W.33rd Plea DESIGN PRESSURE CHARTS ON SHEETS 1/4"SMS THROUGH METAL, Rd-IN Rod&30012 MIP!• 1 OF 7 AND 2 OF 7). (FOR MAX. ANCHOR SPACING AND NUMBER Phi(306),164-9961 1/4" TAPCONS 1 1/4"MIN, EMBEDMENT TYPICAL FOR JAMBS. OF ANCHORS REFER TO ELEVATIONS AND F=(306)606-6116 INTO MASONRY THROUGH 1'BY WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS p OR NON SHRINK NON METALLIC GROUT DETAIL I 1 OF 7 AND 2 OF 7), (FOR MAX.ANCHOR SPACING AND NUMBER ATTACHMENT TO WOOD TYPICAL FOR JAMBS. 0 OF ANCHORS REFER TO ELEVATIONS AND DESION PRESSURE CHARTS ON SHEETS • 1 OF 7 AND 2 OF 7), }" v TYPICAL FOR JAMBS. DETAIL J ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM, 1/6" MIN. THICKNESS) DETAIL H p E. ATTACHMENT TO MASONRY GLAZING DETAIL (►7� E� 0.090'DUPONT BUTACRE PVB �W 1 6'MEAT 1/6"HEAT 0 1/4'SMS THROUGH METAL. S ENGTHENED STRENGTHENED (FOR MAX.ANCHOR SPACING AND NUMBER O OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. 3/8'GLASS BRE (TIPCCAL) MIAMI—DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) ORIOSIMILAR CORA 695 10 II II 7 �� GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125` HEAT STRENGTHENED GLASS V41TH A 0.090" INTERLAYER FILM OUPONT BUTACITE PVB, BETWEEN THE TWO LRES OF GLASS. a LAMINATED BY TECNOGLASS. --0! _ ISI PRODUCT RIiVISLD I A ITACHh1ENT TO MULLIONS DE:I'AF, s enmp1y01g with the pLorkta I o?gwING No. IIII1 flundiu9Code tl I RI Bz Taliowvft-N04 n Uak V J II DATE:03 14—U6 ii ! TYPICAL JAMB SECTIOiNS v `J FR:VNCISCO:HERNANp�,Z FLID jIpA PF•��\d1,.�9J I SHEET 7 OF 7 _ MIAMI-QAD 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 do ova er Sunshine Windows Manufacturing,.knc. 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- Pr6duct 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"2000"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No. SHOSA1,titled"Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6,dated 04/02/08,with revision#1 dated 03/12/12,prepared by manufacturer,signed and sealed by Francisco Hernandez, P. E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series-,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#09-1217.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MtAMFDADE arty NOA No. 12-0320.07 •��o l Expiration Date: April 24,2018 Approval Date: May 17,2012 31 0112 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#1 dated 03/12/12, prepared by manufacturer, signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS.202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 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 a series 2000 aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08-0219.03) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,.TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of a series 2000 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5252,dated 08/17/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No.08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2004 and FBC-2007,prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA#09-1217.OS) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA) Manuel Per , Product Control E ami r NOA No. 1207 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 Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest, dated March 12, 2012,signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter for Test Report No. 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. Rionda,P. E. (Submitted under previous NOA No.08-0219.03) G. OTHERS 1. Notice of Acceptance No. 09-1217.05,issued to Sunshine Windows Manufacturing' Inc. for their Series"2000 Aluminum Single Hung Window-L.M.I.",approved on 03/24/10 and expiring on 04/24/13. Manuel Perez/11-11-1. Product Control Exahtger NOA No. 12-0320.07 Expiration Date: April 24,2018 E-2 Approval Date: May 17,2012 I I HEAD ANCHORS SEE CHART y 4" 10"MAX. :•.y:;;:::::•. �A1 A2 "(9A I -f- DESIGN PRESSURES CHART-PSF Sunshine Windows !� FALSE MUNTINS I MOfIUfOC(Ilflfl9,Inc, I4ACT GLASS (SURFACE APPLIED) MAY BE USED ' WINDOW ANCHOR DIS[GN 1745 W.33rd Pic. ----------11 DTAD;NSIONSCHEDULE PRESSURE-PSP Witch,Florida 33012 -----___-!;---------••--------- Ph:(305)364-0062 11 I iPER HEAD Fax:(3o5)62e-6115 U DlWIDTH HEIGHT AND SILL PERJAMB EXT. INT. X I� 6 .I 3 90.0 90.0 g I; 26 1/2" 28" 3 3 90.0 90.0 IMACT GLA#S 37" 4 90.0 90.0 --ll__,______!l--------- O 53 1/8" 6 75.0 73.0 xa cc_------�f- - --1f-------- �� I I 19 1 j6" 3 90.0 90.0 i C3 C4 28 1/2" 3/6' 3 4 90.0 90.0 37" 4 90.0 90.0 10"MAX.I- 53 1/8" 6 75.0 75.0 8 ►a 19 1/8" 3 90.0 90,0 NCeV WINDrA OW WIDTH 26 1/2" 3 90.0 90.0 Vi V 50 5/8" g 37" 4 90.0 90.0 04 -41 TIPICAL ELEVATION 1 OVER 1 53 1/8' 6 75.0 75.0 GENERALNOTES: 4531/8- 3 75.0 75.0 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FSC. 3 75.0 75.0 2.- SHUTTERS ARE NOT REQUIRED. 63" 4 7 75.0 75.0 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4,- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTACON BY ELCO 6 75.0 75.0 WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE MASONRY AND j 1�2" MIN. EDGE DISTANCE. 19 1/g" 3 75.0 75.0 FOR ATTAC}IMENT INTO 2 BY OR WOODEN SIT TURE USE 1/4 DAM. ULTRACON BY ELCO WITH 1 1 2' MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE, 28 1/2" 74 1/4" 3 8 75.0 475.9- 7- FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE, 37" 4 75.0 c 5.- CONCRETE STRENGTH f'c-3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm-2,000 psi MIN. 6.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 6 73.0 WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy. 36 KSI MIN. i 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. a 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) i AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FSC. 3 i - PRODUCT REVISED Z - GLASS: uwmpiyi% ith140PkdW0 DRAWING No. Ruddio5Code 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF A= "o O 18 SH08-01 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LRES OF CLASS. DATE 04-02-08 LAMINATED BY TECNOGLASS. Dy M 1 SCALE: 1/2"-l' FRANCISCO,H6NANOEZ FLORIDA ,PR;# 51393 SHEET 1 OF 6 , I 1/4'ULTRACON 1 1/2'MIN. PENETRATION INTO WOOD. x yi:•iv�irr,"rr: 1` (FOR.MAX. ANCHOR SPACING AND NUMBER OF ANCHORS .:rre tCr`{2r{IAS, REFER TO ELEVATION AND DESIGN PRESSURES CHART 2 7/2" MIN. 2 1/2" MIN, ON SHEETS 1 OF 6. - 1/4'ULTRACON 1 1/4'MIN. EMBEDMENT INTO MASONRY TYPICAL FOR HEAD. Y{;Y�.•'r{r::5.y;'1,.;;vp v}i5}{{�: •.',lir.;ry7:��1 f�.ii`HI�4i: • THROUGH 1 BY W000 BUCK Yf.�?'•'vH'•v. (FOR AWLANCHOR SPACING AND NUMBER OF ANCHORS f ..O.• 7 REFER TO ELEVATION AND DESIGN PRESSURES CHART SU• A WIREOWB . ai.. :••; ON SHEETS 1 OF 6). 2 BY WOOD BUCK BY OTHERS. mantfGCIUIHI,IN. • ttPICAL FOR HEAD. MUST BE PROPERLY ATTACHED TO g :;'::;:• TRANSFER GLAZING SYSTEM LOADS Hkle�ehWRmtdds SSI 1:+;, TO THE STRUCTURE. SHALL BE APPROVED phi(306)364-9062 BY BUILDING OFFICIAL PRIOR TO Tme(3g6)626-6116 WINDOW INSTALLATION. a DETAIL Al DETAIL AZ V ATTACHMENT TO MASONRY ATTACHMENT TO WOOD W F WAL TYPICAL ANCHORS 'FOR MAI• ANOHGR SPACING AND NUMBER yW OF ANCHORS•`R&ER TO ELEVATION AND 1/4'SMS THROUGH METAL DESIGN PRESSURES CHART ON SHEET 1 OF 6. v!) !n (� 1� MIN. (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL.FOR HEAD. t" U OF ANCHORS REFER TO ELEVATION AND MIN DESIGN PRESSURES CHART ON SHEET 1 OF S. MIAMI COUNTY APROVEO W TYPICAL FOR HEAD. -MUWON. (UNDER SEPARATE APPROVAL.) - 1 Il 0 DETAIL A9 DETAIL.A4 ATTACHMENT TO METAL STRUCTURE DETAIL ATTACHMENT TO MULLION K (STEEL OR ALUMINUM 1/8' MIN.THICKNESS) (STEEL OR ALUMINUM 1/8" MIN.THICKNESS) p N ` N O PRODUCT REVISED m v mplyi�g with the FhA66 DRAWING NO. o�Llalit6t;,om C--�-T�}-- SH08-01 H?I('rotlon Date lb Dy DATE:04-02-08 3-12-Iz SCALE: 1/2"-l' TYPICAL HEAD SECTIONS FFROANNCISCOPE/NS DED SHEET 2 OF 6 I I I Sunslnnndows I I I Wnutocturing,Inc. 1748 W,73rd Pboa HIdao%Florida 77012 PM(300)344-9982 F.W.(303)828-5118 • d i •"' .d Ve MAX. NON—SHRINK GROUP .. .. .. .: aD • • • •. OR 1BY WOOD BUCK y r — ^ a' :.; . ," 2 BY WOOD BUCK BY OTHERS. le . a n a• a �'° Z"i MUST BE PROPERLY ATTACHED TO ' i A. 3"• ` TRANSFER GLAZING SYSTEM LOADS e 3 TO THE STRUCTURE.SHALL BE �' i ••11 • 1 2 1/2" MIN. 2 1/2" MIN. APPROVED BY BUILDING OFFICIAL 1" PRIOR TO WINDOW INSTALLATION, MIN. C7 2 1/2" MIN. 2 1/2° MIN. 1/4' ULTRACON 1 1/2"MIN. PENETRATION INTO WOOD. 1/4'ULTRACON 1 1/4"MIN. EMBEDMENT (FOR MAX.ANCHOR SPACING AND NUMBER INTO MASONRYUCH ' BY WOOD BUCK OF ANCHORS REFER TO ELEVATION AND OR NON-SHRINKXtNON-METAWC GROUT DESIGN PRESSURES CHART ON SHEET 1 Of 8). Ey 1/4" ULTRACON 1 1/4'MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR SILL. p W (.43 (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND REFER TO ELEVATION AND DESIGN PRESSURED CHART DESIGN PRESSURE CHART ON SHEET 1 OF 8). CCN C7 ON SHEETS 1 OF 8). TYPICAL FOR SR-U ONLY. 4TYPICAL FOR SILL ONLY. 4 (~ DETAIL C1 DETAIL C2 DETAIL C3 (� ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD W I I I I I I I I I I I I—DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II 1(jry1�%•TW8A K4Z.40 AND NUMBER MIN 1/4" SMS THROUGH METAL. i' (FOR MAX.ANCHOR SPACING AND NUMBER (FOR • HOR SPACING AND NUMBER OF ANCHORS REFER M ELEVATION AND OF ANCHORS REFER TO ELEVATION AND MIN' DESIGN PRESSURES CHART ON SHEET? OF 6). DESIGN PRESSURES CHART ON SHEET 1 OF 8), TYPICAL FOR SILL. TYPICAL'RE SILL g DETAIL C4 DETAIL CS PRODUCT REVISED as w piyin9 with the ROM& DRAWING No. ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION Dmdiag Code (STEEL OR ALUMINUM 1/8"MIN. THICKNESS) (STEEL OR ALUM, 1/8' MIN, THICKNESS) Ace 4, " SH08-01 DATE:04-02-08 MI SCALE: 12"-Y TYPICAL SILL SECTIONS FRANCISCO HEfRNANDEZ FL911RIDA, PE.'# 51393 SHEET 3 OF 8 1/4" MAX. 1/4'MAX. SHIM SPACE 1/4' MAX. SMIM SPVE SHIM SPACE •t.,v»}y,'�' 2 BY W000 St CK BY OTHERS. ♦' MUST BE PROF ERLY ATTACHED TO v;,;iZ;y..,..:.p.•ij;�:h+:r:• TRANSFER NO SYSTEM LOADS 1/4'SMS THROUGH METAL. v.....:.:.:•-.i•`•ii{r;.;.•�:::. TO 7HE STRU E. SHALL BE APPROVED '':`!":::!:iiii'1`+•i1:1%ra: (FOR MAX. ANCHOR SPACING AND BY BUILDING 0 PRIOR TO WINDOW INST TION. ELEVATION AND DESIGN PRESSURES Sun3lNne ••ndOW9 MIN. CHART OFORS4EETTBI OF 6). Manu(act"g,be. 1/4'ULTRACOQ 1 t/2' MIN. PENETRATION INTO 1746 W.33rd Plan WOOD (FORM ANCHOR SPACING AND NUMBER Hd�M. .32 MIN. 77 OF ANCHORS FER TO ELEVATION AND Ph,(306)364-6662 DESIGN PRES ES CHART ON SHEET 1 OF 6). 9 Fm:(306)626-6116 tip TYPICAL FOR J(1M8S. DETAIL DZ '•+`'' 1/4'TAPCONS 1 1/4'MIN. EMBEDMENTATTACHMENT TOWOIOD ' \ INTO MASONRY THROUGH 1"BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT DETAIL D3 .fid a (FOR MAK.ANCHOR SPACING AND NUMBER 7 '• ' OF ANCHORS REFER TO ELEVATION AND ATTACHMENT TO METAL STRUCTURE ►.i �`•.•i:K•.•?,^ DESIGN PRESSURES CHART ON SHEET t OF 6). (STEEL OR ALUMINUM 1/8'MIN.TM9CKNESS) TYPICAL FOR JAMBS. DETAIL DI H ATTACHMENT TO MASONRY GLAZING DETAIL 0.090' DUPONT BUTACITE PVB tV rA 'HEAT y HEAT STRENGTHENEDSTRENGTHENED � V GT1 g 1/4' SMS THROUGH METAL. I (FOR MAX. ANCHOR SPACING AND NUMBER - OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. MI MIA -RADE COUNTY APROVEO 3/8'GLASS BITE — MULLION. (UNDER SEPARATE APPROVAL) (MINIWM) I _o SILICONE PECORA 693 II II N IL—JI 1 6 DETAH,D4 ATTACHMENT TO MULLION PRODUCT REVISED comgying with the FMerids DRAWING No. B c=co& SH08-01 Aaeepaeoae No ,8 Dae 512-•1 i DATE:04-02-08 DT SCALE:1/2"-1* TYPICAL JAMB SECTIONS FLCIISCOPE E�RN5A1N � SHEET 4 OF 6 Q 12 15 10 16 Sunshine Windows Manufacturing,Inc. 1745 W.33rd Pk" M0140h,TbAdo 33012 Ph(305)364-0952 Fez;(306)826-5116 • I 14 3 O (SEE DETAILS O 1 D1. 02, 03 AND 04 13 ON SHEET 4 OF 6) (SEE DETAILS 14 'WINDOW WIDTH At,A2,A3 AND A4 Fy ON SHEET 2 OF 6) HORIZONTAL SECTION a cy�j� 12 3/4"z 3/8"STEEL BAFLq V 1 a Yui 14 s y � B I 3 I p I = I 3 Ii z 3/4' 3/6"STEEL LATCH OPT10N 4 0Ry I i 5 I I 11 I O I i N tL 13 t 1 (SEE DETAILS Cl, C2, 3, C4 Acs ON SHEET 3 OF 5)) VERTICA� ED SECTION PRODUCTREv1S as caeplying with ow PFaiAz WITH T LOCK Dwld,"C deDPAWM No. Ace4plraLb/ 0�� SH08-01 Ez reUoO L)soz VERTICAL SECTION " DATE:04-02–OB ny Mizen Pro t 's-1.•cr,/a.. SCALE: 1 2"-1' F C CO HERNANDEZ FLOHI� -.p�,r 5137)3 SHEET 5 OF 8 +'+1111111"• ................ ........ ............. MATERIAL LIST ff 01812 r ITEM6 PART ABOD. D89CR[PTION MATERIAL Sunshine Windows 1 SW-014 1MOnufoctU• inc. FRAME HEAD 6063—T5 � 2.062----� 1.760 - 2 SW52101 1 FRAME SILL 8083-TS 1745 W.33ra Waa A -0,304 2125 0 Pt-(,8)3"3]012 PN(306)361-0062 0,050 3 SW-011 2 FRAME JAMB 8083-Ta1.31 0 � f 0.81 2 —.L 4 SW40111 1 MEETING RML 6063-T5 FRAME HEAD GLAZING BEATMEETING RAIL 6063-T 8083-T5 6063-To SW-015 SW-017 1 SASH TOP RAIL eO63-T5 SW-014 1 SW-015 6 SW43355 1 SASH BOTTOM RAIL em-T5 6063-T5 T6 7 SW82029 2 SASH CNA NYLON 8 SW-012 2 SASH SIDE RNL 6063-TS 9 SW-AS AS REO ASSEMBLY SCREWS N 8%1"PH PHILLIP CRS 10 SW6202A 4/VENT FACE GLIDES NYLON -�oSJ7 1.625 J 11 SW433a3 2/VENf LATCH BOTTOM RML PLASTIC 2.127 � I 2.314 12 SW1620 AS ROD SEAL PILE FELT O W , 0.060 0.050 13 SW3257 AS ROD WEATHER STRIP BULB VINYL fy W 0.062 2.000 1.875 - Fl (Yy L 1 14 AS ROO SWCONE Dc-899/GE-1200 0.i 13 SWW101 AS ROD GLAZING am 6063—T6 V 2.076--{ 2,376 0.612 16 SW340 2 SPIRAL BALANCE ALUMINUM w FRAME SILL FRAME JAMB SASH TOP RML 17 SW-887 2/VENT LATCH ZINC SW-52101 SW-011 SW-017 6063-TS 8063-T5 6063-175 16 SW3082 AS ROD WEATHER STRIP BULB VINYL f--1.890--� 0.1870 2.750 0.692 0.002 T .1324 ii%AAA 1 L066 0.7,9 L 1 Ly Ob10 4•- �1 • 1.000 SASH BOTTOM RAIL SASH SIDE RAIL SASH BOTTOM RAIL SW-43355 SWC iy PLASTIC KOCETAL K300 N 8063—TS 60 —TS SW-43353 i z° PRODUCT REVISED "1 ..*YE*with the Fbxwa DRAWING N0. SH08-01 BY �^•1�'� DATE:01-02-06 Mime e t d SCALE: 1 2"-1" FRANCISCO:HERNANDEZ PLoRroA PE51393 SHEET 6 OF 8 MIAMDADE MIAMI-DADE COUNTY min PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIIIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _ www.miamidade.aov/econon,v Sunshine Windows Manufacturing,Inc. 1745 W.33rd Place Hialeah,_+L 33012 SCOPE: This NOi�, is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediatIly 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 `2009"Outswing Aluminum Casement Window—L.M.I. APPROVAL,DOCUMENT: Drawing No.CS09-01,titled"Series 2009 Out-Swinging Aluminum Casen�ant Window-Impact Resistant Glass",sheets I 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, MISSLLE,IMPACT RATING: Large and Small Missile Impact Resistant LABEL'!Ni;;; Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/seaies, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted hera� . RENt;W,t,L ^f this NOA shall be considered after a renewal application has been filed and there has been no chunges in the applicable building code negatively affecting the performance of this product. TERN INATION of this NOA will occur after the expiration date or if there has been a revision or change in the mateoi els, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any predu," 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. ADVjI?IRI'. SEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and follo«,e h) the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,"hc= it shall be done in its entirety. INSPYW T rON. 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 NOH rer.ews NOA#12-0314. 12 and consists of this page I and evidence pages E-1 and E-2,as well as approa ai document mentioned above. The svwr t-:ed documentation was reviewed by Manuel Perez,P.E. NOA No.14-0203.05 CMIAMMo eauNTY Expiration Date: June 17,2019 Approval Date: Mai-elk 27,2014 r � Page 1 i Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Thawing 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. (Submitter)under previous NOA#12-0314.12) B. rrsTs Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 20.2-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16"overall HS laminated glass,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-5560,dated 09/04/08, signed and sealed by Carlos S. Rionda,P.E. (,S'ubrnitted under NOA #08-1224.10) I C. CALCULATIONS [. 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 :Jernandez,P.E. (Nubmitted zn tler NOA#10-0407.01) 2. Glazing complies with ASTM E1300-04 D. QI I�I_,ITV ASSURANCE :1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. ;VIA T EFJAL 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. Manuel e 'PeE. Product Control 'xami er NOA No. 14-'020105 Expiration Date: June 17,2019 Approval Date: March 27,2014 E-1 i Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 f F. STATEMENTS j Statement letter of conformance, complying Nvith FBC-2010, and of no financial interest,dated March 09,2012, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#12-0314.12) 2. Laboratory compliance letter for Test Report No. FTL-5560, issued byFenestration Testing Laboratory,Inc., dated 05/12/09,signed and sealed by Michael Wenzel,P.E. (Submitted under NOA #08-1224.10) 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. -Ma lluel Pere Product Control E aurin r NOA No. 14- .OS Expiration Date: June 17,2019 Approval Date: March 27,2014 E-2 HINGE LOCATED FLUSH AGAINST JAMB MAIN FRAME d:�'':"><;t• 5" MAX 12" MAX _ ;,y;:•:; .Aihi£AD SILL AT HEAD SILL `^ AT HEAD AND SILL SILL / F MAIN FRAME r•, DES"IGN PRESSURES CHART•PSF f;?',''%:•;i`<;i<%2;`•;"•::v't:: �T--- _.-- _ :: '••:`•;• (� ,r TMPACPRBSISTANT(-T A9Q 11u c Irl sn 1p ( _ 1 f ANcx t x'ACI unshinfi Windows n lett i I! / r. .vnvDc�v I o:<, mmufacturing,Inc. 1 I II I: _-. - 16"iA GLASS Xo t, DIAWNS.'.ON 1745 W.33rd Plou r la '.,a• B 1,1 t _•�- RkHoh,FlaAdo 35012 SEE LwUE ., ,�. ; :`•• JAMB a..,.�...�.s i PER RcR Ph.(JOS 384-9952 LOCATION DETAIL, it / HEAD k JA118 EXT, INT. re■, o5ja2a-eua i WIDTH HEIGHT SILL II / 191/w 2 90.00 90.00 FALSE MUNTINMAY BE USED II/ iV YllNGELOCA'PIONDETAIL 26 1�• sa• 3 3 90.00 90,00 (SURFACE APPLIED) , /. ^ < 37" 4 90,00 90.00 IU I� ".,�`Ir","��� } Y� to 1/e• 2 90,00 90.00 28 1/2' 3a 3/a' 3 4 90,00 90,00 p �\ LOCK GGGGISSS 37• 4 90.00 90.00 [� OPERATOR LOCATED z ON INTERIOR WALL 19 1/6• 2 90,00 90.00 t/A1 OF WINDOW FRAME SILL 2a 1/2• so a/s• 3 5 90.00 90,00 OPERATOR LOCATION MAIN FRAME p AT HINGED SILL CORNER. JAMB 37• 4 90,00 90.00 f/I SEE OPERATOR MAX. WINDOW 19 1/e' 2 90.00 90.00 ppO, �] LOCATION DETAIL. WIDTH - 37' 12 d W 2a 1/Y a3". -3 6 90,00 90.00 37" 4 90.00 90.00 SINGLE VENT CASEMENT WINDOW3 7/s" MAI S-SILL 36' 24• z4• 3 3 90.00 90,00 Nay 3a' 4 90.00 90.00 � OPGRATORLOCATION DETAIL 24•� aE" 3 4 90.00 90,00 GENERAL 1,1071,107d,'OT � sa` 4 90.00 90.00 5 1.- THIS PRODUCT MEETSTHE REQUIREMENTS OF THE 2010 FSC, 24'q 46• 3 90,00 90.00 2- SHUTTERS ARE NOT REQUIRED. 3a` 4 90.00 90.00 3,- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 24• w 3 90.00 90.00 4,- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART, 8 39' 4 90.00 90.00 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH i 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 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 WITH 1" MIN. EDGE DISTANCE. N 8.- CONCRETE STRENGTH 1'ce3,200 pit MIN., CMU PER ASTM C90., FILLED CMU fm-2,000 pal MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. S.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. c 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". $ ALUMINUM SHALL BE 6083-T8. STEEL SHALL BE Fy- 38 KSI MIN. TIODUCT nFR£wEb PRODUCT RBVMBD 4,to plytng:vlth the Fled& et wmplying with the Ffwma DRAWING No. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS RoldingC0e TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, AntplanceNo ��' AO0°pl°q°°No '� Q CS09-01 Er,drnl{on Dntc- r �j fix i . No YQ• 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED � DATE:12-03-08 IN SECTION 2003.8.4 OF THE 2010 FSC. By o',�y. hLPa SCALE:NTS AflyropOaKlc P uct.Coq( 4-1?. 1 ) FRANCISCO•HERNANDEZ FLORJ15.1303 SHEET I OF 6 n6 21 � 1 21 k-11 lls� ilSunshme hmduws Y6 .�i r7� �F�I-�' i �- 1 I •�� -- - i y i io:�1 i I -5 rn:�30a)361�Fdal Y �j 20 3 4 22 o I ti �. -------------- 21 3 I $ U O 1 i 12 13 14ch I I 2 I 10 1 99 VERTICAL SECTION B� N 6 FRODUCr RBv188D AonUCf REN FAVU, .�complyl�wlm tha t7orfea as—plying�Ath C,e FI°Ho-. Dd1aI'n4 Code DRAWING No. 9Uwl"gcMl� A°aptwaeNo 12 cS09-01 HORIZONTAL SECTIONS p °"`+°�4i�ry l�nal�l° ,n. F, lrnllon U°Ic. c } p DATE:12-03-08 Dy ' Loy Mlem a°prod°cl fro �— }� 1i11flud elle ebaud.Gda[., • I SCALE: ! 2'-1" FFiAMCISCO::HERNi1N DE Z FL"OR,DA,;PX61M 5HEEi 2 OF e MAT&RTALLIgr ............. ------ PAP Acs 71 wmil,40.4,ig, VrW Ayra'. ri ri IK r"o vAR 3j .057'THICK CORNER KEY 70 ih b:111 —KAk—w i,A-R—E 17 AS ROD GLAZING BEAD BULB VINYL 8 1 D67'THICK CORNER KEY Is E2 AS ROD WEATHER STRIP BULB VINYL ULTRAFAB 7 1 057- THICKCORNER KEY STAINLESS STEEL 19 AS ROD GLAZING TAPE FOAM FRANK LOWS 8 .0571 THICK CORNER KEY STAINLESS STEEL 20AS ROD SNUBBERS NYLON 9 to ASSEMBLY SCREWS 111 21 SHEAR PLATE 5063-15 FULL.LENGTH UI -:T LAI L TRUTH HARDWARE EGRESS 4 BA SillLi$i'SljEj_ SH 829 SILICONE 10 35.13.00 1 STAINLESS STEEL TRUTH HARDWARE 22 SEALANT AS RQD PECORA;i5r/OOWt CbbPP 11 40175 1 TRACK 1.708 2.5007 1 2fi0 Uj 0.520 0,73.6 1.510 0.801 .64 1.166 W103JO N 7 0.610 U 0.40 2Xirn, 2000 Q.16a 0.73 0.171 0.070 Q!I 1 0. 14 2.76 2.71 0.72 L-fl, G) 1,670 2.976 P4 1 0 rA 1,106 0.25 l.c 00 1.1 al f-2-760:!IJ .00 SHEAR PLATE 0,740 GLAZING BEAD GLAZING BEAD 0.840 1.300 2.240 OC-3427 OC-3427 A 6063-75 FRAME SASH FRAME 6063-T6 5063-75 2,75 3,50 OC-3430 OC-3428 21 6003-Ta 6063-T5 (D CORNER KEYS pIptopUCTREVISM DMWING No. "co-plyinswith"I"Oplorwa BujWli,sCodo CS09-01 AcceptWOO NO ation DO 4c,ph'.."No 1 - �!1o!ding Cale 1., 11 $1 DATE:_tL-jj--M 'a- j-1'7- r5tll LE:i 2"-l' cxplofloa Pol mJ adopm tFRA.Ncljp6•HqiI4wDEZ SHEET 3 OF 5 FWRIJI),'):PE1 N�1303 ' a' _E.TRACON WITH 1 1/4"MIN. EMBEDMENT '• ;}r%i?^;iHHi�` :iwUariti THROUGH 1' BY WuoG) .'j'�� s.}} 'r.• AF+(;+ t:,'D '.:i��.:: -Tft ;IRJ IG4A1 leer &i u,5 _ 1 JJ: (1 Y 111)IYy f( t9 . t ..N. 1 aU121i i i n..._........ hNJ tLtYAilJN i,PR - .,. -- -.. - ____ L - ��--- - ----� lfae LJo)828-E1�• I i 1 N � ya N '• Z� Wee -70 } z a ATTACHMENT TO METAL STRUCTURE E� N V� O � 1/8*H.S. GLASS 0.09 BUTACITE PVB BY DUPONT Q U ATTACHMENT TO MASONRY GLAZING BEAD $ 3 4 1/B'H.S.CLASS N 1/4'ULTRACON BY ELCO WITH 1 1/2" MIN, PENETRATION INTO WOOD. G LAZING (n (FOR NUMBER OF ANCHORS AND MAX, SPACING19 (FF'Sa�f REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET I OF 6).2' BY WOOD BUCKWOOD BUCKS BY OTHERS MUST BE PROPERLY .73",/4" MAX SEALED AND ANCHORED TO TRANSFER LOADS TO YPICAL CLASS BRESHIM SPACETHE STRUCTURE.SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ILICONEPECDRA 895/ 22W CORNING 800 gi ---- GLAZING; 5/18' IMPACT (1/8" H.S. + 0.09 PVB + 1/8" H.S.) z GLAZING DETAIL V ATTACHMENT TO WOOD E PRODUCL'REVISM IT 1LODUCTRENEWEYi m oomplyLng with llu Flamo DRAWING No. 4"ia]Pyinp%IAI h the Plor,h: DuLldlhg Coda !laldl.gCwlt A=PleoaeNo - Ai {{ CS09-01 hcn Placet No Q.t� !' ,} B>(imlbn Delo 'M Et Plrallon U;lle Cty DATE:12-03-08 TYPICAL SECTIONS AT JAMBS A Uml �ePlbdnd.Coa , IT# Mlem do Pro 1: Ito $�T-rz SCALE: 1/2"-l' FRANCISCO iHEF(iJANDEZ SHEET 5 OF 8 FLQ�1Dl� F 'fJ;51393 nu I........... !1 I i +� O TA METAL STRUCTURAL MEMBER BY OTHERS —r ,a'�<�• ^ 'a• �•'d (SHALL WITHSTAND ANCHOR SHEAR FORCES) _— ' MINIMUM THICKNESS 1/8" n 1"MMI. 1/4"SMS.THROUGH METAL I P- 2 •(FOR NUMBER OF ANCHORS AND MAX. SPACING I ! v REFER TO DESIGN PRESSURES CHART I ('4AND ELEVATION ON SHEEP 1'OF 6). MIN. •2 1/2" MIN, O ATTACHMENT TO METAL STRUCTURE I cA 1/4'TAPCONS WITH 1 1/4"MIN.EMBEDMENT 8 U { W INTO MASONRY N u (FOR NUMBER OF ANCHORS AND MAX,SPACING F c REFER TO DESIGN PRESSURES CHART U Ef AND ELEVATION ON SHEET I OF 6). ATTACHMENT TO PRE-CAST SILL W 1/4"ULTRACON 1 1/2"MIN. PENETRATION INTO WOOD —C (FOR NUMBER OF ANCHORS AND MAX, SPACING 1 REFER TO OESION PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6). 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY �A SEALEO AND ANCHORED TO TRANSFER LOADS TO 1" MI THE STRUCTURE. SHOULD BE APPROVED BY BUILDMIO OFFICIAL .�.h:••1u °'•."'` PRIOR TO WINDOW INSTALLATION, o 3/4 W.NON–SHRINK GROUT ATTACHMENT TO WOOD A OR 1'BY WOOD BUCK ^T 2 1/2" MIN. 2 1/2" MIN. N 1/4'ULTRACON WITH 1 1/4"MIN. EMBEDMENT INTO MASONRY THROUGH 1"BY WOOD BUCK - OR NON SHRINK NON METALLIC GROUT b o (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 0), ItODUCT RBVISED g ATTACHMENT TO MASONRYRonucr RtNBwNo .�a—plyln8 wph the Moddn DRAWING No. 1.0--4 ing w4h T^e Flnrwr• Building Cod. Bolding code Aa.pin.00 No -12 IZ A4114 pl�" CS09-01 Au,p,4A sNo�/�(•�-;(`�?�21J'A' irn D.fs TYPICAL SECTIONS AT SILL £ ""°^°°k "�11 e> DATE:,4_DJ_DB fl t4_ ; Mian .Pro 'r o 3.•q�iz. SCALE: 1 2"•1"- 6Uem sP nnC..tIW-- FRANCISCOI FfEANAN kZ . F�;QJj10q"II�K(yi ��3 SHEET 8 OF 6 i !' I MIAMI DA)DE MIAMI-DADS COUNTY MkIN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 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" 8'-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., beating 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 or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture.of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy 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. MIAMI-DADE NOA No. 14-0109.06 COUNTY �� .� •, , fyc Expiration Date: May 08,2018 j Approval Date: May 08,2014 Page 1 t 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 04/19/14,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 6) 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 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399,dated 08/16/02, signed and sealed by Joseph C. Chan,P. E. (Submitted un(lerpreviores NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code, prepared, dated 10/15/13, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-98104 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Jahne.D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08,2018 Approval Date: May 08,2014 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, 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 under previous NOA No. 02-1104.03) 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 Manufacturing, Inc. for their Series"2001 French" 8—Ft. Outswing Aluminum Glazed Door—L.M.I., approved on 05/09/13 and expiring on 05/08/14. 2. NFRC U—Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems"of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked—up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami—Dade County NOA No. 12-0209.05 approval drawings, sheets 01 to 07 of 07, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator—In— Responsible—Charge(CSIRC). Jaime D.Gascon,':E. Product Control Section Supervisig 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). NONA ID No. Simulation Report Product Glazing Components: G.8.T 1 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 Clear 1.07 0.56 01-05 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gray 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 02-02 1/8 bronze/0.090 Saflex IIIG/1/8 bronze 1.03 0.40 02-03 1/8 c1r./0.090 Saflex IIIG/1/8 gray 1.03 0.43 02-04 1/8 gray/0.090 Saflex IIIG/1/8 gray 1.03 0.37 03-00 . 1/8-SB60/0.090 PVB 1/8 c1r. 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 Interlayer Saflex IIIG Clear Saflex Interlayer c1r. Clear glass SB60 PPG Solarban 60 or 70 #2 Surface Typical SB70XL PPG Solarban 60 or 70 #2 Surface Typical _44 �.. Jaime D.Gascon, .E. Product ControI 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' 5" 12' DETAILS ON SHEET 2 OF 8 MAX• MAX• MAX• MAX, 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF 2010 FBC, ( 1s 2.- SHUTTERS ARE NOT REQUIRED. rn u e / J- • REFERENCE TEST REPORT FTL - 7282 DATED ON 4/15/2013. EFSunshine Windows 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE MonufoCfuMq,Inc. CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON 1745 W.33rd Fmc. 25 7/8 25 7/8 \ SHEETS 3, 4 AND 5 OF 8. NW..A,n id.37012 MAX. D.L.O. MAX. D.L.O. \ Ph:(305)364-9952 WI TH DTH \ n 5.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN Fa (3oo)a2a-alfa tE 6 6 C AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE / / 0 / / \ AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. W W m Sol 00 o0 8.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G - 0.55 OF Ey e M J 15 SPITARITKES 15 n J GREATER DENSITY. O \ aD 14 Qa0 / 7.- CONCRETE / MASONRY STRUCTURE FOR DOOR ATTACHMENT SHALL COMPLY O \ 25 \ 14 '� WITH THE FOLLOWING REQUIREMENTS: Ay CONCRETE STRENGTH fc'28 - 3000 PSI MIN. G1 U A \ A a = CMU AS PER ASTM C90.-NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE Z A \\ B \\� w STRENGTH OF CONCRETE MASONRY UNIT OF 1900 PSI. \ a /REV. n FILLED CMU fm' - 2000 PSI MIN. p� a ��iyy 6 E \ N 6 M E 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS p V1 W \ / THAN 1/8`. ALUMINUM SHALL BE 6063-T6. N 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED rA 5" 12" 5` 12' 16 BY OTHERS AS SPECIFIED IN SECTION 2003.8.4 OF THE FBC. 16 ( 10.- STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUGE IN � M$W MAX.' MAX. SEE CLUSTER DETAILS THICKNESS WITH Fy - 36 KSI MIN. N SHEET 2 OF 8 11: DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS aj 37" 72" REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION 1008.1.1 Q MAX. DOOR FRAME WIDTH MAX. ODOR FRAME WIDTH (MEANS OF EGRESS) AND 2012 FLORIDA ACCESSIBILITY CODE, SECTION ►a 402.2,3 (CLEAR WIDTH AND MANEUVERING CLEARANCES). 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. INDEX OF DRAWINGS FRAME HEIGHT (NOMINAL) EXT. (+) INT. (-) 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'-8" 3'-0' 80.00 9E0.00 c 3 OF 8 TYPICAL HEAD SECTIONS. 2'-6' • 80.00 90.00 W • - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. Al 1i 4 OF 8 TYPICAL JAMB SECTIONS, 5 OF 8 TYPICAL SILL SECTIONS. FLUSH BOLTS: DRAPING No. PRODUCE RENE\VED ( 6 OF 8 HORIZONTAL SECTIONS & INSTALLATION NOTES. 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE FDO -13 mcamplyin8 eilh the FlorWa / LEAF AT HEAD AND AT SILL OF EACH). BuildiugCoda (-}� �V DATE:05/16/2013 7 OF 8 VERTICAL SECTIONS & MATERIAL LIST. Accc>tamcNo l�J/ o weal at Z 1� ,{ I SCALE: N.T.S. 2.- ALL DOOR FLUSH BOLTS SHALL R ENGAGED IN P" /0 l T SC 8 OF 8 CORNER DETAILS. ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN �y- FRANCISCO H 111 513 E ON THE CHART A80VE. Y- FLORIDA PE � 51393 SHEET 1 OF e Miami Dade Yroducl Comm Sunshine Windows MonufocluTing,klc. 1745 W.33rd Pl— h%l"b.nxida 33012 ///DOUBLE DOOR DOUBLE DOOR DOUBLE DOOR Ph:(305)364-9952 CENTER UNE CENTER LINE CENTER LINE F-005)828-51la II 4 1/4"td ULTRACONS I 4 - 5/16" ULTRACONS I 4 - 1/4'0 KWIK-FLEX WITH 1 1/4"MIN. EMBEDMENT WITH 1 1/2" MIN. EMBEDMENT SELF H METAL WITH MIN. 3 SCREWS INTO CONCRETE. I INTO WOOTHROUGH METAL I F THREADS BEYOND THE IYi 4,. 4,.' 4„ 4", 4 44" 4„ 4' 4„ 4' SUBSTRATE. O V1 A � Z c X00 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 INTERLOCK CLUSTERS DETAILS a DRAWING No. PRODUCT RDNBWBD F001-13 ^ -'—Plying"^�1116 Floride Boildo,g Codo /1�t O O6 d Q /1K,,,': DATE:05/18/2013 Atteplmlca No t�/S/./Z i _`—I 1 ! , SCALE: N.T.S. FRANCISCO HERNANDEZ s' FLORIDA PE # 51393 SHEEP 2 of a Minmi Dadc Product onnol 2 1/2" 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4"0 ULTRACON WITH 1 1/4" MIN, 1/4'0 KWIK FLEX SELF DRILLING MIN. EMBEDMENT INTO CONCRETE. 2 MAX. 1/2" EMBEDMENT INTO CONCRETE. SCREWS THROUGH METAL EDGE DISTANCE FOR ANCHOR SPACING SEE MIN. EDGE DISTANCE FOR MAX. ANCHOR SPACING SEE WITH MIN. 3 THREADS BEYOND 1" ELEVATIONS ON SHEET 1 OF 8 AND ELEVATIONS ON SHEET 1 OF 8 AND THE SUBSTRATE. ( CLUSTER DETAILS ON SHEET 2 OF 8. CLUSTER DETAILS ON SHEET 2 OF 8, MIN. FOR MAX. ANCHOR SPACINGE,D. SEE ELEVATIONS ON SHEEP 1 OF 8 1 I AND CLUSTER DETAILS ON Sunshine.• Windo.WS•••^ \Z , ° I 1 I SHEET 2 OF 8. SUn < - I Monufoclllring,Inc. � .. \Z / 17/5 W.SSrd Pkw v � - � � � �n ° / / NbIaA Mdda 33UtY — ' Ph:(305)36!-8852 d / iox:(305)025-5118 I 1 �^ 1" BY WOOD BUCK BY - - OTHERS MUST BE a PROPERLY SEALED AND 4 T' ANCHORED IT Tl e \ TRANSFER LOADS TO �� C) V� I I THE STRUCTURE AND II II METAL STRUCTURAL MEMBER BY I I 7/8" MINL7/8" MIN.APPROVED BY BUILDING I I1 1 OTHERS SHALL BE MINIMUM 18 A . I I FLUSH BOLT OFFICIAL PRIOR TO I I FLUSH BOLT I I GAUGE AND SHALL WITHSTAND I I ENGAGEMENT DOOR INSTALLATION. I ENGAGEMENT I ANCHOR SHEAR FORCES. V INTO FRAME I I INTO FRAME I I INSTALLATION SHALL BE Z Q' II THROUGH 1" X 5/8" 1 ) THROUGH 1" X 5/8" 11 APPROVED BY BUILDING HOLE. HOLE. OFFICIAL PRIOR TO DOOR INSTALLATION, o EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR N d � ATTACHMENT TO MASONRY ATTACHMENT TO CONCRETE ATTACHMENT TO METALL STRU CT W THROUGH I X WOOD BUCK WITHOUT WOOD BUCK `" p 1" 1� MIN. 1/4"0 KWIK FLEX SELF DRILLING MIN. ►a SCREWS THROUGH METAL �D—I TI' WITH MIN. 3 THREADS BEYOND Ml-DADS APPROVED MULWCOUMN. THE SUBSTRATE. sir I WOODEN STRUCTURE OR 1/8' Mw.THI01cNESs. FOR MAX. ANCHOR SPACING I 2 X W000 BUCK (BY OTHERS). (UNDER SEPARATE No SEE ELEVATIONS ON SHEET 1 OF 8 �^ I WOOD BUCK MUST BE PROPERLY 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 �^ OFFICIAL PRIOR TO WINDOW _ MIN. EMBEDMENT INTO WOOD, T1 INSTALLATION. Z y FOR MAX, ANCHOR SPACING SEE o �' IT CLUSTER I DETAILS ELEVATIONS SHEET ON SHEET 2 OF 8. T TI I I 7/8" MIN. FOR CLUSTER USE 5/16.0 11 BO 1 1 FLUSH LT ULTRACON WITH 1 1/2 1 1 7/8" MIN. 1 I ENGAGEMENT MIN. EMBEDMENT INTO WOOD. I I FLUSH BOLT INTO FRAME I I ENGAGEMENT 1 THROUGH 1" X 5/8' I I INTO FRAME _ 1 1 HOLE. I I THROUGH 1" X 5/8'• INTERIOR EXTERIOR HOLE. DRAWING No. EXTERIOR INTERIOR PRODUCiRLNLWL) FD01-13 TYPICAL HEAD SECTIONS pammPlyLig rdth lho Florida D"ildiu5 Code —010/Z� n ild w�C d 5:1�' l atc SCALE: N.T.S. EZ ATTACHMENT TO MULLION ATTACHMENT TO WOOD 3y FLORIDA_ - FLOR DAFRANCISCOPE f 51J3D93 sTaEET 3 of a Munni Da&Pradml CoNro 1" X WOOD BUCK BY OTHERS MUST BE /4" SHIM _ _ { PROPERLY SEALED AND ANCHORED TO MAX. (TYP) U AND TO E STRUCTURE WOODEN STRUCTURE OR - TRANSFER LOADS TH APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). 'Sunshine....Windows a a ' DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY ° 1/4°C� ULTRACON WITH 1 1/4" MIN. ATTACHED TO TRANSFER GLAZING Monufoduring,Inc. EMBEDMENT INTO CONCRETE. SYSTEM LOADS TO THE STRUCTURE I Hm-h.,n«;PW.. a FOR MAX. ANCHOR SPACING SEE ELEVATIONS AND SHALL BE APPROVED BY Pe:(305),384-0952 ON SHEET 1 OF 8. BUILDING,OFFICIAL PRIOR TO _ P°.(sos)ese-sue WINDOW INSTALLATION 1 1/4" 1 1N. MIN. INTERIOR ,/4"0 ULTRACON WITH , 1/2" MIN. INTERIOR MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. Qa0Q MIAMI—DADE COUNTY �� Q t e° APPROVED MULLION W (UNDER SEPARATE NOA) Ngo 1/4" SHIM EXTERIOR 1/4'0 KWIK FLEX SELF DRILLING EXTERIOR z w MAX. (TYP) SCREWS THROUGH METAL WITH MIN. ATTACHMENT TO WOOD .1 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE METAL STRUCTURAL MEMBER BY $ W ELEVATIONS ON SHEET 1 OF 8. OTHERS SHALL BE MINIMUM rn ATTACHMENT TO CONCRETE 1/4" SHIM 18 GAUGE AND SHALL WITHSTAND MAX. (TYP) ANCHOR SHEAR FORCES. rA THROUGH i x WOOD BUCK INTERIOR INSTALLATION SHALL BE APPROVED w BY BUILDING OFFICIAL PRIOR TO r W DOOR INSTALLATION. O 4tM 1- 1/4"0 KWIK FLEX SELF DRILLING z o l\j SCREWS THROUGH METAL WITH MIN. ►a g,I 3 THREADS BEYOND THE SUBSTATE. _ FOR MAX. ANCHOR SPACING SEE 1/4' ULTRACON WITH 1/4" SHIM o EXTERIOR ELEVATIONS ON SHEET 1 OF 8. INTO/CONCRETE.EMBEDMENT MAX (T) \ INTERIOR e FOR SEE MAX. ANCHOR ONS SPACING ATTACHMENT.TO MULLION ELEVSHEET 1 OF 8. y n 1 MIN. INTERIOR ^�W EXTERIOR ATTACHMENT TO METAL STRUCT. 3 a 0 N TYPICAL JAMB SECTIONS Z � w EXTERIOR °"""""�" N p PRODUCT RENEWED W ° INN lg�Coda M Pi�lOe Flaidn�O�O� DATE:05/18(2013 ATTACHMENT TO CONCRETE ,�, No — WITHOUT WOOD BUCK ��t. U� FRANCISCO HERNANDEZ Mtn"D ae v°era c of FLORIDA PE # 51393 sHEEr 4 of e OPTIONAL WATERPROOFING. WATERPROOFING DESIGN MATERIAL AND INSTALLATION BY HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. n bn OTHERS. Sunshine Windows MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. Manufachirin9,Inc. NON SHRINK, NON METALIC I I NON SHRINK, NON METALIC I I 1745 W.33rd Pt°c" PER ASTM F 1117. I I PER ASTM F 1117. I I 14°Iwh,Hort°°33012 Ph: (305)364-9952 I I I I Fov:(3o5)628-51IS EXTERIOR i i INTERIOR EXTERIOR i i INTERIOR WOODEN STRUCTURE OR E, 2 X WOOD BUCK BY OTHERS. E- III II WOOD BUCKS MUST BE 7/8" MIN. ff- 1 ° 17'`1 PROPERLY ATTACHED TO F FLUSH BOLT I a TRANSFER GLAZING SYSTEM a LOADS TO THE STRUCTURE AND O ENGAGEMENT INTO FRAME 7/8" MIN. APPROVED BY BUILDING O f� THROUGH 1" X 5/8" °° FLUSH BOLT OFFICIAL PRIOR TO WINDOW A P4 HOLE. ° ENGAGEMENT IN ( INSTALLATION 1/4"0 ULTRACON WITH 1 1/4" MIN. INTOTHROUGH X 5/8" � EMBEDMENT INTO CONCRETE. HOLE. a°^ ° FOR MAX. ANCHOR SPACING SEE a ELEVATIONS ON SHEET 1 OF 8 AND o CLUSTER DETAILS ON SHEET 2 OF 8. 1,r 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. N W FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. ATTACHMENT TO CONCRETE MIN. EDGE DIST. FOR INTERLOCK CLUSTER USE 5/8"0 ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON V� SHEET 2 OF 8. kr�1 ATTACHMENT TO WOOD 00 METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM GLAZING DETAIL HIGH STRENGTH GROUT. 18 GAUGE AND SHALL ►a MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL 0.090" PVB INTERLAYER PER ASTM F 1117. i ( BE APPROVED BY BUILDING1/8" HEAT BY E.I. DUPONT. I I OFFICIAL PRIOR TO DOOR STRENGTHENED 1/8" HEAT I I INSTALLATION. GLASS STRENGTHENED EXTERIOR II INTERIOR GLASS EXTERIOR ARCHITECTURAL J1 _ PERIMETER TRIM 1/2" GLASS BITE * (OPTIONAL) 7/8" MIN. (MINIMUM) FLUSH BOLT SILICONE NING 899 CO NTOAFERAME ^1/4"0 KWIK FLEX SELF TYPICAL SILL*SECTIONS THROUGH 1" X 5/8" DRILLING SCREWS THROUGH HOLE. ` METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. g FOR MAX. ANCHOR SPACING 1 SEE ELEVATIONS ON SHEET 1 OF 8 AND DRAWING No. IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. PRODUCTRENEteED FD01—13 as complying with the 171midn / Building C-e �A0� CJ DATE:OS/18/2013 ATTACHMENT TO METAL Accep,o,:c^t o_�t7-PBIQ p FRANCISCO HERNANDEZ IdY_ FLORIDA PE # 51393 SNEET 5 OF 8 Yrn 4 13 2 B INTERIOR 2 :::::.:::: .s Sunshine Windows B Manufacturing,Inc. 13 5 2 12 5 16 13 7 16 5 12 12 5 13 nu W.33rd A— W.h,ilartdo 3M12 Ph:(305)364-9952 IL L E__ foa:(305)826-5118 1-4 O 0 6 EXTERIOR O 0 c 6 REV, A DOUBLE DOOR FRAME WIDTH Z V INSTALLATION NOTES 1.— FOR ANCHOR MAX. SPACING SEE DOOR ELEVATION ON N w SHEET 1 OF 8, 15 14 2.—FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, 2 4, & 5 OF 8. 2 INTERIOR w 3.— FOR ATTACHMENT INTO CONCRETE THROUGH 8 O Ul 1 X WOOD BUCK USE 1/4"4 ULTRACON BY ELCO B 13 5 12 12 5 16 WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. a 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 2 X WOOD BUCK USE 1/4" 4 ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND R(D EXTERIOR O 1" 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 Iq GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. No. HORIZONTAL SECTIONS DRAWINGPRODUCT RLNE\YLD FD01-13 tu complying,viN 0.Florida / Building Code LOA 1O c1 _``7YYg8/2 f8 FRANCISCO HERNANDEZ Mimi Dade Producl Contro FLORIDA PE B 51393 SHEET a OF 8 MATERIAL LIST No PART QTY PART DESCRIPTION MATERIAL E__ 1 GAS-46913- 1 FRAME HEAD 6063-T8 SEE NOTE 1 2 GAS-46912 2 FRAME JAMB 6063-TB ON SHEET 7 OF 8 $ 3 GAS-46915 1 FRAME SILL 8083-T8 Ma�(�w9,I� 4 GAS-48914 4 PANEL TOP AND BOTTOM RAIL 6063-TS 1745 W.33rd place 5 GAS-46910 4 PANEL STILE 8063—T6 Ph: fleKa 9952 rn:(3os)35s-trosz 1 6 GAS-46917 3 /LEAVE HINGE 6063—T5 F-:(306)828-5118 7 GAS-46916 1 ADAPTER 6063—T5 O4 8 CAS-40928 AS REO'D FLAT FILL COVER 6083-T5 1 1 13 1 0 9 GAS-46911 OPTIONAL PERIMETER TRIM 6063-75 10 ILY73 AS REQ'D L1 10 X 1'SCREWS GRADE 5 STEEL aj 1 6 I 1 1 11 1MB16 AS REQ'D / 10 X 1 1/2"SCREWS GRADE 5 STEEL 0 4 INTERIOR R 12 SEALANT AS REQ'D DOW CORNING 899 SILICONE EXTERIOR a ( I 13 W33321NK0020 AS REQ'D ULTRA FIN WEATHERSEAL BY ULTRAFAB.187 X .320 POLYPROPYLENE 1 1 14 RA-209OL3RZA83BP i LOCK (LATCH) ZINC V 15 RA-209DZlABOP 1 LOCK (DEAD BOLT) ZINC Z = 1 16 FLUSH BOLTS 2/LEAVE FLUSH BOLTS ZINC/STEELui a X FTy LAMINATED L.M.I. RESISTANT GLASS 17 X709HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL EPDM W (1/8"H.S. GLASS + 0.09 PVB + 1/8"H.S. GLASS) N W 9 BY E.I. DUPONT .F]i O o � .078" X� o 16 I 4 0 E 11 3 5.00 5.00 +. 5.00 r 0 ro M W '• 1 � r` o SEE NOTE 1 1 01,908" j� _ _o ON SHEET 7 OF 8 �4.00�� �4.375� VERTICAL SECTIONS 00 0 0 NOTE: 1.— 7/8" MIN, FLUSH BOLT ENGAGEMENT. 3.50 r657 ORAVANG No. PRODUCT nNEWED FD01-13 w comltlyi08�viU1 rite Florida DATE:05/18/2013 ® O I1"W-Code�4 0U7 8 AnePtouco No '1'� 1��('7 SCALE: N.T•S• Expit '011 oto FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 7 OF 8 TOP CORNER 2 10 BY 1" PH. PAN HEAD SMS � TOP CORNER ............... ............... 1 %nWne Windows � 10 BY 1 1/2' PH. FLAT HEAD SMS manu(almg,Inc. 1743 W.33rd Placa X1.1"h.P.M.33012 Ph:(305)384-2052 \ FOa:(305)828-6118 F rA O `WWn A A4 F Nva FLAT HEAD SMS O C) I� 2 10 BY 1" PH. PAN HEAD SMS \ BOTTOM CORNER BOTTOM CORNER k DOOR FRAME CORNERS DOOR PANEL CORNERS SCALE: NIS SCALE: NTS DPAW NC No. 1^ RIPeonucncsr; e;ls0 / FDOS—01 DDU)•in�;':itl the l'lorida C// Dnip_i: Cala ���O�O pp DATE:OS/16(2013 f:ir'"...'•.•i•�:ia SCALE: N.T.S. — FRANG9SC0 HERNANDEZ °;o.'•ta:COMMFLORIDA PE 51393 SHEET 8 Of 8 MIAMh MIAMI-DADE COUNTY,FLORIDA IiMa� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AWFAIRS(PERA) Miami,Florida 33195-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/Lra/ Sunshine Windows Manufacturing,Inc. 1145 W.33 rd 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 112009"Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. SGD09,titled"Series 2009 Aluminum Sliding Glass Door large Missile Impact Resistant", sheets 1 through 14 of 14, dated 12/17/09 with the latest revision "1", dated 03/06/12, prepared by manufacture, signed and sealed by Francisco Hernandez, P. E., bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur atter the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 104105.02 and consists of this page 1,evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12--0314.13 Expiration Date: October 06,2015 Gjt(e<<?i Approval Date: May 24,2012 Page 1 Sunshine Windows Manufacturing,Ipc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0105.02) 2: Drawing No. SGD09,titled"Series 2009 Aluminum Sliding Glass Door large Missile Impact Resistant", sheets I through 14 of 14, dated 12/17/09 with the latest revision "1", dated 03/06/12, prepared by manufacture, 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, Type "A-A" sliding door, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5471, dated 11/04/09,signed and sealed by Julio E. Gonzalez,P. E. (Submitted under previous NOA No. 10-0105.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC,signed, sealed,prepared and dated 09/01A 0,by Francisco Hernandez,P. E. (Submitted under previous NOA No. 10-0105.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 12-0314.13 Expiration Date: October 06,2015 Approval Date: May 24,2012 E-1 Sunshine Windows Manufacturin&Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010,dated 03/09/12,signed and sealed by Francisco Hernandez,P. E. 2. Laboratory compliance letter for the Test Report No. FTL-5856, dated 11/04/09,. signed and sealed Julio E. Gonzalez,P.E. (Submitted under previous NOA No. 10-0105.02) G. OTHERS 1. Notice of Acceptance No. 10-0105.02, issued to Sunshine Windows Manufacturing, Inc. for their "Series 2009 Aluminum Sliding Glass Door-L.M.I.", approved on 10/06/10 and expiring on 10/06/15. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-0314.13 Expiration Date: October 06,2015 Approval Date: May 24,2012 E-2 A7. •Vn ' DESIGN PRESSURES SEE CLUSTERS DETA63 H:;t:}••+.�:-h.;;,F•.�?!: 15"MNL ON SHEET 10 OF 14 5,wa F AND ANCHOR DISTRIBUTION CHART ............ ......... PANEL Sunshine YRndoTre DIMENSION NUMBER OF ANCHORS �GnU(aCh6M1g' ' 41 3/8' t4'NNlININCHE1745 W.33rd Pboa B DESIGN PRESSURE Fl. �1z MAX O.LO WIDTH PM(305),154-9954 A B C D 8 AT HEAD AND AT SMI, Fox:(305)825-5t 15 AT (01C.ID®ANCBDI9 ATCLUINEW 1 . WIDTH HEIGHT JAM RAC1 Cw9rsx Ox/Xx oOxloxo Oxxo EXT.N) MT. a AQQ 24 6 10 19 26 30 6 14 22 JO Tn ' 36 BO 12 a 16 26 36 48 a 20 32 44 Q X }g iYtl X 0 r 93.3 1?,SA 24 a to 19 26 G7 JO 96 14 a 14 22 30 E"1 38 9 18 28 36 48 s 20 32 44 [[�� 24 a 10 is 26 w � t5`1/4X MAK DOOR WIDTH Ite RI JO 80 12 a 14 1 22 30 OXXO(4 PANELS-2 TRACKtn (� Sg B 1 B 26 36 MAX.PANEL WIDTH 46' 48 8 20 32 44 110.0 125.0 ELEVATION a 24 6 10 to 26 y 30 98 14 8 14 22 30 s 36 a 16 26 35 GENERAL NOTES '^ ae a zo 32 44 ANCHOR INSTALLATION NOTES 1. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2 SHUTTERS ARE NOT REQUIRED. 1. ALL INSTALLATION SCREWS SHOWN CN ELEVATIONS ARE IN PAIRS(DOUBLE ROW). 2. FOR TYPICAL ANCHOR MAX. SPACING SEE DOOR ELEVATIONS ON SHEET 2 OF 14, 3. REFERENCE TEST REPORT Fri. - 6856 DATED ON NOV. 4TH, 2009- 3. TYPES OF TYPICAL ANCHORS: FOR ATTACHMENTS INTO CONCRETE/MASONRY/ I'BY AND c 4. USE PANEL DIMENSIONS IN DESIGN PRESSURES AND ANCHOR DISTRIBUTION CHART FOR 2" BY WOOD SLICKS USE 5/16' DIA. ULTRACON PHIU.IPS FIAT HEAD ANCHOR BY"FICO" A. ALL DOOR CONFIGURATIONS, (Fy - 155 KSI, Fu - 177 KSI). FOR ATTACHMENT INTO METAL STRUCTURE USE 5/16"DI SHEET METAL SCREWS. 5. FOR NUMBER OF ANCHORS SEE DESIGN PRESSURES AND ANCHOR DISTRIBUTION CHART 4. FOR ANCHORS REQUIRED EMBEDMENT AND MIN. EDGE DISTANCES SEE TYPICAL SECTIONS ON ON SHEET 1 OF 14. SHEETS 12, 13 AND 14 OF 14. 6. FOR INSTALLATION SEE TYPICAL SECTIONS ON SHEETS 12. 13 AND 4 OF 14. 5• CLUSTERS OF 6 ANCHORS AT CENTER OF EACH VERTICAL INTERLOCK STILE AT HEAD AND SILL FOR DOORS MADE OF PANELS UP TO 30'WIDE WITH ANY APPROVED CONFIGURATION. 7. WOOD BUCKS BY OTHERS. MUST SUSTAIN IMPOSED LOADS BY OWING SYSTEM 6. CLUSTERS OF 8 ANCHORS AT CENTER OF EACH VERTICAL INTERLOCK STILE AT HEAD AND SILL �+ AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATKx4. FOR DOORS MADE OF PANELS FROM 31"UP TO 48'WIDE WITH ANY APPROVED CONFIGURATION. g & ATTACHMENT INTO METAL STRUCTURE MEMBERS: FOR ALUMINUM MIN.THMNESS OF 1/8" 7. SEE CLUSTERS DETAILS ON SHEET 10 OF 14. kl (6053—TS MIN.): FOR STEEL 12 CA MIN. (Fy - 38 KSI MIN.). SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 9. GROUT UNDER SILL MUST TRANSFER SHEAR LOAD$ IMPOSED BT GLAZING SYSTEM. Rl�SUD, DRAWING No. MUST BE ftFlaWs HIGH STRENGTH MIN. 3 KSI, MON SHRINK, NON METALLIC (SEE SHEET 14 OF 14). agowaSGDO9 10. DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS TI0 -O' '13 GATE:12-17-09 PER 2010 FA&C. Dar 11. NO 33.3% STRESS INCREASE HAS BEEN USED IN DESIGN OF ANCHORS. §C ,ER t I F II9 ustCool FRANC Cb.HERWLND FLORI9k, P ./.5131f SHEET 1 OF 14 SEE CLUSTER DUALS SEE CLUSTER DEMLS SK CLUSTER DUALS 15*I= SHUT 10 OF f4 sw mm ON SHEET to OF 14 is,MAX ON SHEET 10 OF 14 V MAX 6"MAX 6"MAX Ir MAX 6*MAX —T14' M01 le MAX rn\ 1746 W,33rd Pim i,!r 7 IM90 FWft 3aD12 Pt.(305)344-4952 Fa.:(306)BU-5114 /4/ /0" 4-1, x x G DOOR VA01W DOOR VADTH DOOR WON WIND(4 PANELS-2 TRACKS) OX X0(2PAMELS-2 TTANAMCK"B W WANIMS-2 TRACXS) A Is Stirmomneadm x G SEE CUJ9TER DETAILS SEE CLUSM DUALS SEE CLUSTER DETAILS Is*MAX I-,,ON SHEET 10 OF 14 15'MAX ON SHEET 10 OF 1416•No ON SHEET to OF 14 (W/1 RWWt 6"NA1( 8*MAX "v--L W I 1 (�) 1 5"MW 6* a,MAX 14"MM .::[Ie MAH! 411 4// IL 4/", /00. 0 X 0 x 0 0 0 x L4 DOOR WIDTH DOOR WIDTH DOOR WIDTH DOOR (3 PANDA-2 TWO) OXO(3 PANELS-2 TRAM) XD0(3 PANELS-2 TRNCKS) APPROVED CONFIGURATIONS SGDO9 nwwft OVA%. A=m"lanoNc DATE:-12-17-09 SCALE.112"-l* FRANCISCO.HVMNDEZ FLQRlQA,jP%.j 81393 SHEET 2 OF 14 ASmAnteMdkas Mmtiocb*g, . t746 w,33.0 Pk" Now,,neva.3MI2 Ph:(306)364-0062 fai(306)626-61 t6 1 17 5 S g G4��771 N 3 coo) 9t1 'V 11 10 94 94 3S 9 AT BOTTOM AND TOP RNL 7 7 1S g 8 ra A o 0 0 0 0 OXXO(4 PANELS - 2 MUCKI n i HORIZONTAL SECTIONS LL PRODUICf RBVISM DRANINO No. .omplyNO w6r,Ae mo" SGD09 Batl°�Podo 12-c81V13 iS 1 DATE:12-17-00 i� SCALE: 1 2"-1- C FRANCISCO HERNM1DEi SHEET 3 OF t♦ FLQ=;, 5193 fy f' Sunshine Y�ndorre Marl doing,Inc. 1716 W.73rd Pim ,w.*rwae awl Phi(]Os)354-6.6: D Fina(306)M-6116 e 1 PG e H s le rn 11 e a C7 S 1 !9 N 36 "AT BOTTOM AND TOP PAIL 1 7 S S O O C1 OX OR XO(2 PANELS • 2 TRACKS) N HORIZONTAL SECTIONS a PRODDCTPP"81&D DRAW,NO No. =ft" s6w6F,neFlm,da SGD09 DATE:12-17-00 SCALE: 1/2"-1* M,— Cen FRANCISCO,H4RiJ/.WDEZ FLCRIb/� PE 51393 S!E•OF 1• AS&wMMWmWmidm Mmdeuiv,k. 1746 W.33rd qea MINK neew 33012 Ph:(306)364-OSU RD iwe(306�41-6116 6 8 0 18 9 V5 U 18 98 1S 1 p rA 19 H rn Q 1 7 9 E 10 C2 B1 C1 XX (2 PAN" • 2 TRACKS) N HORIZONTAL SECTIONS SGD09 >b-p-�Zr031yf sDATE:12_17-00 ' �1�tL SCALE:1/2 1. .,, FRANCISCQ,pNANDE2 �S OF 14 FLOjjl , 81393 I *A 11111Wwi Mardac ft Inc. 1748 W.sxa PIM NOIM�nW40 22012 wu<aoeps�-o�e2 � Fax:(706�2s-8116 4 Q Q1144 H !0 S4 6 N E-1 rA � � H g S6 g S AT BOfTOY AND TOP RAIL 1 8 Qi Al 0 o a OXO(3 PANELS • 2 TRACKS) N HORIZONTAL SECTIONS PRaX=Fan%M DRAWING Na con SGD09 Aooepueo�No !2- 4.13 DATE 12-17-09 BCAL£: i/2"-l' proAuat!'ontro FRANGSCO KERHMJDQ FI.oPt10/1 ;�E•� 51393 SHEET 6 OF 14 SDDBb2l8�IfIdONS iIQ21�QC ,i11C3 1745 W.733rd Plea �rw R1M.73m2 PM(705)754-052 Fa:(365)M—aI15 8 AT BOTTOM AND TOP RAL61)1 6 1 e a � y H B ® O C7 N 6 Nib6 15 11 � ri' rn a le CA v ® lip Q 9 8 Al 1. AND TOP RAIL 7 1 3 C3 �D B2 E1 XOO(3 PANELS • 21RACIL4) N HORIZONTAL SECTIONS DRAWING Na roo�y>o� Pwdaa SGD09 12•D Iw13 DATE-- SCALE. ATESCALE. 1 2.-1. FRAN%rO NANDEZ SHEEP 7 OF 14 FLORIdIt,,P R 61393 ASuns*Wift4Vkn*dou mardo Av,HNC. 1716 N.33rd Plan *W*MmMe 37612 F=(3m)MU-6118 AT 9OTT0N AND TOP RAIL 91 6 6 9 ! P4 rA 94 d 30 � (� 18 11 IY y a49 . 7 13 7 AT BOTTOM AND TOP RAIL S Al D1 �B C1 OOX(3 PANELS . 2'[TWCKS) N HORIZONTAL SECTIONS N, -6eslV•N3r -1 c• awFlorl& -H, soos DATE 12-17-02 o0 SCAM. 'Ir-l" • tmr FRANCISCO HERNANDEZ FLO(t2 ,,K i'# 51393 SHEET 9 OF t♦ Bu of 11UTZMAS R= PAW QW. DIIISCMMON Nam I SSW-001 1 FRAME HEAD OM-TS ALUM 2 SSW-402 1 FRAME SILL 600--T6 ALUM 3 lssw-m 2 FRAME JAMB 600.46 ALUMItUfOL�IfNl9 SIC. 4 SSW-004 a PANEL Top & wrom RAIL 6005-T6 ALUM f746 W.331d PIfte O 4 2 PANEL LOCK/Fl-XED STILE 600II-TO ALUM ,,,1, Fbede 33M2 5 SSW-006 ft(30GM4-0952 6 SSW-006 2 INTERLOCK STILE - INTERIOR 6005-T6 ALUM rmr(3aa)ex6 arta 1 SSW--007 2 INTERLOCK STILE- EXTERIOR 6005-T6 ALUM B SSW-008 I ASTRAGAL STILE e008-T6 ALUM 9 SSW-009 I ASTRAGAL LOCK ADAPTER 8005-T6 ALUM 10 SSW-0101 1 ASTRAGAL INTERNAL RMF. TUBE 6005-T6 ALUM 11 I SSW-011 I FIXED, PANEL JAMB CUP 6063-T6 ALUM 12 SSW-012 2 FXD. PANEL BOTTOM RAIL GUIDE RIGIO,wm rA 18 13 SSW-013 AS REQUIRED OWING DEAD - 7/16" 8063-T6 ALUM 14 SSW-014 NOT USED 15 SSW-0t5 NOT USED EXTERIOR EXTERIOR 16 SSW-016 1 SILL RISER GW-T6 ALUM EA 4 17 06150801 1 MORTISE LOCK DELTA INDUSTRIAL SYSTEMS 35 18 3411 1 MORTISE LOCK KEEPER DELTA INDUSTRIAL SYSTEMSto 19 3182 1 LOCK EXTERIOR HANDLE /PULL DELTA INDUSTRIAL SYSTEMS 20 3182 1 LOOK INTERIOR HANDLE /PULL DELTA INDUSTRIAL SYSTEMS 5. 21 2003 4 TANDEM ROLLER (STAINLESS STEEL) DELTA INDUSTRIAL SYSTEMS Qy 22 AS REQUIRED SILICONE DOW CORNING 829 G3 .144* 23 AS REQUIRED INTERLOCK WEATHERSTRIP --.229 X .220 FIN SEAL 12 24 AS REQUIRED TOP/BOT. RAIL WEATHERSTRIP .229 X 200 FIN SEAL 25 AS REQUIRED FRAME JAMB WEATHERSTRIP .229 X .220 FIN SEAL 26 AS REQUIRED ASTRAGAL PILE PAD .552*x I.500"x 2.000" 27 S.M.S. 12 FRAME�Y SCREWS 06 X I- P.H. PmLups 2 2 28 S.M.S. 8/PANEL PANEL ASSEMBLY SCREWS fio X I* P.H. P 29 S.M.S. AS REQUIRED FXD. PANEL CLIP SCREWS #10 X 1/2-PT%.2-sps 30 S.M.S. AS REQUIRED ASTRAGAL ADAPTER SCREWS 010 X V P.H. PHILLIPS ut 31 ANGLE AS REQUIRED FXD. PANEL RELINING ANGLE(ALUM) 2 1/2' X 2 1/2- X 1/8- 1 1 5 8 WEEP CH I X 1 4 WEEP HOLE 312 S.M.S. AS REQUIRED FXD. PANEL RETAINING ANGLE$MEW #10 X 1/2'P.H. PHILIPS AT END AT EACH END OF EACH PS SCREEN PANEL TRACK AND 33 S.M.S. AS REQUIRED FXD. PANEL RETAINING ANGLE SCREW flo X 1' P.H. PHILL PANEL GUIDE(TYPICAL) 34 AS REQUIRED DOUBLE FACE FOAM GALZING TAPE 1/4-X 1/e- 35 AS REQUIRED,VINYL BULB 3008 MELTPCl 5" SILL 3 3/4" SILL 36 AS REQUIRED Oft B"3025 MELTOINT PRODUCrREVISED VERTICAL SECTIONS DRNWINO No. a owloyinB w Ib Florlds SGDO9 amul"s caft Acro DATE 12-17-09 scALr-1/2*-1' FRANCISCO HEV"DEZ FL QA j PE'/ 51393 SHEET 9 OF 14 t��iivG?t! Ilii 6 B 'Y 9 e sD wlRaowa �,Inc. II 2/ 10 11Y 1•PN.SMS 1746 W.33rd Platy I I Phi t306)$114-#M I'- 3 r M BY 1"PH. SMS 3/B BY 1"PH.SMS Fan(�S)s4!-S1t! 4 C II I� fII P4 SYM. I TA PANEL CORNERS Q � CONSTRUCTION DETAIL FRAME UPPER CORNER FRAME BOTTOM CORNER ry CONSTRUCTION DETAIL CONSTRUCTION DETAIL ��44 Tn U CENTER LME, CENTER UNE. 0.05"SENTRYGAS PWS INTERLAYER INTERLAYER 3 DOUBLE ROWS OF 3/16'ULTRACONS I 4 DOUBLE ROWS OF 46/1r ULTRAODN 3/16-H.S. GLASS. I Q 3/16"H.S. GLASS. J 1/2 3 1/2" 3 1,21,3 VINYL 0 I GLAZING TAPE SRICWIE I1 y EXTERIOR DOW CORNING SO e ril ) i CLUSTER DETAIL(6 ANCHORS) CLUSTER DETAIL(8 ANCHORS) FOR DOORS WITH PANELS UP TO JO"WIDE. FOR DOORS WYM PANELS FROM Jt"UP TO 40'WIDE. i USE FOR HEAD AND SILL AT ASTRAGAL AND/OR NTERLOCK. USE FOR HEAD AND 31LL AT ASTRAGAL AND/OR INTERLOCK. g PR1OI�T BV1SBD ~NO No. as GLAZING DETAIL �No lypAa 9 SGD09 IT DATE:14-17-00 11L SCALE:1/2"-1* FMN Gb H6ltNAN0E2 FL"IIp PEI A 41 3§3 sNEEr to of u 3.625- S.842 1,,26_ ®rawwn=don 079 ,093 093 .068 1., 0.726• i• 94 1. 2 t.1141 L1508 0.187Stu L 01118 1616 91,391 3M .123 S, 1, 96 C412" 2. 89 0.456 � �Ioo 2.06 2.074 2,500 0.t 24 rias W. Two 3012 .287 F%(3,3)364 OSU .43a rm(aooNo4-ooao Q © 344dstte)ttm-ene .200 .062 •t 6 1.125- -2.50 1.004 to 385 H .090 1,62 .27 3. 50 1.124 1. 1,822195 1.1 40 1. N 'I .376 .379 ..,299 1T 5.873 •--8-A78 •-,937 1.332 y �!? ® 0 2. 04 2.123 2.150 a 1. 13 .937 0.100 d P7� 147.798 2 2. 1� 85�4x.312 .784 2.oae 3. R 13 2.2 9 1.92 1. 6 1. 04 1. 10 30 9 O ,093 .400 ,977 2. 2.07 662 ,129 9 7 Q .soo ,-.829 T � 1.301, .3� � 1.S .220 �'S,2.9 1 6 .466 3,000 .221 1,128 _ ,82 1 1.391 T 078 N 0q3 1.307 3. 64 � 075 3. 0 b .874 .39 231.3 .188 SYM• PRODtx-rRgAgBD - WMNO No. .93 1.1182 r wivolytng with dw pbxwo SGD09 1.424 2.500 DATE'12-t7-09 1.92 W' SCALE 1 "0' 4 B fI 01j� P ND 3 SHEET 1 f OF 14 5/16"ULTRACON WITH 1 1/4"MIN. EMBEDMENT S/1B"ULTRACON WITH 1 1/2 MIN..PENETRATDN INTO WOOD. 1 S/4" MIN. 2 1/4" INTO CONCRETE//MASONRY. 1" MIN. 2 1/4" FOR MAX .A1C♦OR$PAOE10 kg ELEVATI�ON SFEET 2 OF 14. EDGE DISTANCE FOR AVO(.ANCHOR9PACINO SEE FLEVATDNS ON SKEET 2 14. EDGE DISTANCE. FOR NUMBER OF ANCHORS TO DESIGN PRESSURES FOR NUMBEROF ANCHORSREFERTO DESIGN PRESSURES D ANCHOR OISTPoBU(IUN CHART ON SHEET 1 OF 14. r :5 AM ANCHOR RISMOUITION CHART ON SHEET 1 OF 14. > it"_. • 2"BY WOOD BUCI(BY OTHERS '' '• :,d4 °... �..� .. •i, 1"BY WOOD BUCK BY OTHERS. MUST BE PROPERLY SEALED AND r ,: a.• ': MUST BE PROPERLY SEALED AND ANCHORED ANCHORED TO TRANSFER LOADS TO TO TRANSFER LOADS TO THE STRUCTURE. THE STRUCTURE. I�G(NIG Wft SHOULD Be APPROVED.NA BIR ANO OFFTCA. I SHOULD 8E APPROVED 1746 w.Jbd Plea BY SULDIM OFFICIAL Mail*11aAea wt2 PRIOR TO DOOR NSTAUATION ( ) -►� w �� few{�6p4e—Rtes Df rA �-I 5/1e"SMS.THROUGH METAL FOR MAX.ANCHOR SPACING AND NUMBER .. OF ANQFIORBREFER TO DESKIN PRESSURES to AND SHEET 1 DISTIgBUTIO/1 CHART Q ATTACHMENT TO CONCRETE/MASONRY ATTACHMENT TO WOOD ON SHECT 1OF'14. IFV�ii USING 1"BY WOOD BUCK e/te"ULTRACON WITH 1 3/4"MIN. EMBEDMENTy INTO CONCRETE/MASONRY. i" MIN. 2 1/4" METAL STRUCTURAL MEMBER BY OTHERS. 1 3/4" MIN. 2 1 4" FOR MAK.ANCHOR SPACIfW SEE ELEVATIONS ETIOE DISTANCE SHALL WITHSTAND ANCHOR SHEAR FORCES. _/ ON SHEET 2 OF 14. MINIMUM TMIOKNESS . 1/B." EOOE DISTANCE FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURES SHOULD BE APPROVED BY Buum OFFIOIAL IBUTION CK#XT ON SHEET 1 Or 14 PRIOR TO DOOR ABTA LAT10N. _L m n H ATTACHMENT TO METAL STRUCTURE PRODUCTRBVISBD DRAWM No. mth FI-Aft ATTACHMENT TO CONCRETE/MASONRY Rule°a cwq*yod* SGD09 WITfiOUTWOOD BUCKS AaepleneeNo •b DMe fS DATE 12-17-0e TYPICAL SECTIONS AT HEAD LL : ' 2 °ot FRANCISCO HERNANDl2 flQRIOA! PF:#•513@3 SHEET12 DF 14 �lilll t'BY WOOD 011M 4Y OTHERS. 2•BY MOOD BUCK BY OTHERS. • MUST BE PROPE1114YSEALED AND ANCHORED MUST RB L...Y.WALED AND ANCHORED TO.TRANSfER LOADS:t0 THE STRUCTURE, TO TRANSME TO_THE STRUDILIRE, SHW!(:0 BE M1411WO BY BUILDING OFf1GX SHOULD WAPPRCIVO BY NUILOE10 OFFICIAL PRIOR T,DOOR INSTALLATION. PRIOR TO DOOR INSTALLATIGN, ASunWW6ws 6/16"ULTRACON WITH 1 1//4'MIN. EMBEDMENT S/t6'ULTRICON WITH 1 1/2•MIN, PENETRATION MAO WOOD. AIASOmw FOR MAX,ANCHOR_SPACING SEE ELEVATIONS ON SFEEr 2 Of 14. IIGRU�OCWItg,IGc. FOR MAX,ANGFROR SPACING SEE ELEVATIONS ON SHEET 2 OF 14. FOR NUTABDI 15F ANCHORS it. TO DESIGN PMSURES 1745 W.33rd wad FOR NOWS OF ANCHORS REFER TO DOW PRESSURES AND ANCHOR DI>TTRIBUTION 04MT ON SHEET 1 OF 14. . . . Haiti 37011 A >� AND ANCHDR DWAIBUTION CHART ON SHEET 1 OF 14. Plu(]06 164-SOU .G •� Fina(306)II2e-4tte N N ' d Ilm 1 le MAX. tl 1:4WIN mm '.. N y FFii ATTACHhOW TO CONCRETE/MASONRY ATTACHMENT TO WOOD USINO I"BY WOOD BUCK rA d 1M METAL STRUCTURAL MEMBER 4EL SHALL WIRISTAIO ANIMUDR SH MNMIWR TtOCIQESB- 1/0". • " SHOULD BE APPROVED BY BUAL PRIM TO DOOR INSTALLATION. �. 3/16•ULTRACON WITH 1 1/4'MIN.EMBEDMENT MAO CONCRETE/MASONRY. 6 16"SMS.THROUGH METAL FOR MAX.ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 14. 5/l S X.ANCHOR GH METAL SEEG4 \ .FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURES FORON SHEET2 OF 14. NAND ANCHOR DISTRIBUTION CHART ON SHEET 1 OF 14FOR NUMBER OF ANCNORS REGNPRE9SIlRE3 ANO ANCt10R DIST1Rf - ,� ON SHEET 1 OF 14. N. 00 Z eo WAGE ATTACHM WT TO METAL STRUCTURE 1 4"MAX, I PRoOmDmI)hC;P�RBV(3BD DPAWING No. ATTACHMENT TO CONCRETE/MASONRY oa "a1°We"wick SGDO9 Wo -031V•L3 B• s DATE:12-17-05 TYPICAL SECTIONS AT JAMBS ICY �-4- Sit ' "''' M41nSDo& coMro FRANCISCO'H6R 5111EZ FL,"DA.„P,F1'. .81. SHE[T 13 14 I ;�,�k�7�iI;.,L $aFTWm Mamdacb-ft fic• 1746 W.33ro Moo. Nidools 14iMo 3=1 Mn(306)764—NU Fo.:(3661ese�116 . as �S y •, rr1 \ ...... ..... ..... ....... ... .. —7— .. .. .. d ,.d d, 4 I d ,4 „a.,., .......... ° N ° d ' 4 '• HIGH STRENGTH GROUT d HIGH STRENGTH GROUT MUST BE MRN. 3 KSIMUST BE MW.3 KSI NON SHRINK NON MMAM 2 1/4" S/16"ULTRACON WITH 1 3/4"MRL EMBEDMENT INTO CONCRETE. 2 1/4" S/1B"ULTRACON WITH / 3/4"MRI,EMBEDMENT INTO CONCRETE. FOR MAX.ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 14. FOR 6W4 ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 14. FORNUMBER OF ANCHORS REFER TO DESIGN PRESSURES FOR NUIMM,OF ANCHORS REFER TO DESIGN PRESSURES 3 3/4"HIGH SILL AND ANCHOR DISTRIBUTION CHART ON SHEET 1 OF 14. S"HIGH SILL AND ANCHOR DISTRIBUTION CHART ON SHEET 1 OF 14. TYPICAL SECTIONS AT SILL 1 &LLLL PRODtlQPawVIsen DRAWING No. ,.som4ll•In6 with the Floras SG 0099 A RNs r2r H •13 GATE:12—J 7—HIR SCALE, I 2'-I' Con"o FRANCISCO HFA,N iNDEZ ,S13aJ SHEET 14 OF 14 RIGHT VIEW 235" 39 85" 37" 73 19Y4» _--- 219„ O &r&ne Mfr&m — _ - ---- --------..--------- ------ � I�nufactwing, Inc. ❑3 1785 wF�wo 330122 --- -------- --- — Ph: (305)364-OMBATH Foc(305)0"118 GARAGE KITCHENL DoBEDROOM m 00 -- cp O O •.w. • • © FRONT VIEW •© � o' REAR VIEWLLJ • .. •• .. O ------- - Q • / z �--s, le ' Q ' _ - • •• es Ln N --- -_ i_(") } LU LL F `n > ; w ° z ® O w w d CD O ❑ w ❑ N BATH Ci: BEDROOM z p < BEDROOM --- a z 0 m -i = Q d- a 0N CO v u~ I I� ------- ------- --- Ln prm 1W UB -— -----—---- -- © pope 10/23/14 Soft 0 RnAd, 4„ 72%" 7' 72%" 89Y2„--- 61 37 - 06 194 - - 194" --- 13 � DOMLEFT VIEW b�-,,�� n� o s . ,� Q� 1 r <o_ �o ' `� SHEET EXISTING FLOOR PLAN 1 of 3 N.T.S. ............... ............... KH ................ ............... 1 " © Sunshine Mfindm ® O Manufacturing, k. 1785 W. 33rd Floc. „ ►W@&', Florida 33012 Ph: (305)384-1M 3 FRONT VIEW FM(M)SM-5118 12'-5" t • IF RH M _ RIGHT VIEW •�'� �• • • •OT • • • • •�••vI • • ••••• EL: 10'-0" •_ •••••• J • ¢ *0060. • cr „ ��� ' REAR VIEW EL: 12 '-5" z „ N o„M,It_ U8 O Dob: 10/23/14 EL n)—n„ Rsoftr�to�e KIsS -- - LEFT VIEW _ -- - wim a 001 EXISTING ELEVATIONSF2O /0"3�' �`� 3jj JAYSL 55d{: 741 9 - ------ y)) ...........tra .......... 8 37" :LYSYS{ .. ........ mg cfl WWine Vmdo" 17M W. 33rd Pkm CD DO 00 Fla 33M2 Ln Re MARK A MARK 8 MARK C MARK D " (HR-44) 74" X 50 5/8" GLA(HR-75P) 111 " X 63SS: CRAY IMPACT RESISTANT (SH- 13) 19 1 /8" X 38 3/8" (HR-23) 37" X 38 3/8" GLASS: GRAY IMPACT RESISTANT GLASS: OBSCURE IMPACT RESISTANT GLASS: GRAY IMPACT RESISTANT QTY. 2 QTY. 1 QTY. 2 QTY. 1 WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD 35.98 PSF < +56.80 PSF 40.10 PSF < +90.00 PSF 40.10 PSF < +53.33 PSF co 37.61 PSF < +53.33 PSF -39.38 PSF < -56.80 PSF T- -41.01 PSF < -67.30 PSF -43.50 PSF < -90.00 PSF -43.50 PSF < -120.00 PSF eo N Ok 13-0416.13 NOA: 12-032O.q6j FN 0 A-�1:2:-0 3�20,0 6 1 NOA: 12-0320.071 0 0 U..9 ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 40 Poo., JAJ V) CD • 72" 72!Y81; 09 0 37" CD 00 00 C) U.J Z Ll Ll MARK E MARK F MARK G (FD-6068) 72" X 80" (SGD-6068) 72 5/8" X 80" (CAS-24) 37" X 50 5/8" GLASS: GRAY IMPACT RESISTANT GLASS: GRAY IMPACT RESISTANT GLASS: GRAY IMPACT RESISTANT QTY. 2 QTY. 2 QTY. I UB WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD of 10/23/14 WIND LOAD DESIGN LOAD so& 311ir - 1' 36.49 PSF < +80.00 PSF 36.47 PSF < +93.30 PSF 39.42 PSF < +90.00 PSF ftw" -46.47 PSF < -90.00 PSF -46.43 PSF < -125.00 PSF -42.82 PSF < -90.00 PSF 4-0109.0612-0314.13 FN-0A--, 1740=203.05 oar 001 ZONE: 5 ZONE: 5 ZONE: 4 SHEET 3 OF