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WS-13-2409 Miami Shores Village g *Buildin ` Department p �1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 11' Oct Ludy G BUILDING Permit No. PERMIT APPLICATION Master Permit No.0 3 r Permit Type: BUILDING ROOFING JOB ADDRESS: quo u E q 0n d 134 . City: Miami Shores County: Miami Dade zip: Folio/Parcel#: 300(0—cun'o. 1® Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): eb rca t &n+ R Phone#:?DG--154:1542.w Address: ""1� W CW G City: "law so®y'Pa State: r_� Zip: Tenant/Lessee Name: Phone#: Email: -(�"'1`' CONTRACTOR:Company Nam e: fY T Phone#. Address: ns GD o--,,^^� nn a, City: State: rL. Zip: Qualifier Name: Phone#: `l® � State Certification or Registration#: ��1_J�i7!�J 3�t'7 Certificate of Competency#: Contact Phone#: 1�� "V�`l —Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ N6 ClRa[1; -square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE 1 t 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor tt The foregoin instrument was acknowledged efore a this The foregoing instrument was acknowledged bef e e this to da of 6e�p ,200 by n day of ° \`0 t ,20CL,by M -Q ® , ho is personally known tom or who has produced who is personally known to me r who has produced As identification and who did take an oath. as identification and who did take an oath. NOT LIC: NOTARY UBLIC. Sign: Sign: Print: - I My Commission Expires: ELIZABETH J.ANCEI N My Commission Exp ELIZABETH J.ANCEVSKI MY COMMISSION 0 EB9617A MY CQMM=ON 0 MU124 EXPMBS:May 30,2015 EIPU S:May 30.2015 eooaaarraar 17•Namy Ditmant Auao Ca ��o raorear Fl wary n co APPROVED BY Plans Examiner Zoning �10 Y Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012)XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) I P11)# a 1918 Corporate Drive k Boynton Beach,FL 33426 TAR IGHT Toll Free: 800-249-4240 JOB# WINDOWS Local:561-420-0271 4� 9l License#CGC 1515345 When it Must be Done Right..Call Storm Tlghtl Section I. Pu ha sr s) Date of Agreement —7 / /Z--i Name: �� ,' � ��_ Name: Address V 11 City: State: Zip I Ira Phone. C' Phone 2. desc. Phone 3 desc. Email Address: Mailing Address(if different): Section H. Seller Agrees to Furnish the Following Windows,Labor,and/or Installation Services ROOM SIZE WINDOWIDOOR •• t••• IMPACT MIRACLE LOCATION W X 11 STYLE COLOR GLASS GLASS GRIDS SCREENS OBS NOTES .0II 0 0 D 0 ® ox. , cy, D D 4ml—"Vor A911 011, IjIffr AW ofy 0 / D er 0 6 Cy . ❑� Section lv /Inometions Section V. Order to include: aterial stallation Lab -Permit emoval of all Debris Stonn tight Windows agree to furnish materials and/or labor in accordance with the specifications in the window detail attached to this agreement.We will prepare,pay for,and submit the permit package through our licensed contractor.Once the permit is authorized and ready,we will arrange for an installation date.When providing material only we will drop ship the material to the project site and the homeowners is responsible for the labor and permits. Section VI. Priceftymen Cash Price of all items $ ® Deposit Paid In the form of: Deposit Paid at Order $ — —Check# ?$0® Payable on commencement $ Balance to be Paid Cash$ Finance $ P_ Special Financing Instructions: Section VII. Terms and Conditions This agreement includes terms on the back side of this agreement labeled semen viii. Section VIII. Buyers Agreement I/We the undersigned,hereby authorize the contractor to verify and review my/our credit record with an independent credit reporting agency and release them born all liability incurred from i advertent omissions or amts.Unless otherwise specified,it is understood that the purchaser is ready for work to begin. Binding and Complete Contract:this is a binding and complete contract You may not cancel this agreement except as stated.This contract covers and supersedes all conversations statements and age,expressed or implied,between the parties,their agents or representatives.Contractor to procure all permits by local law. You,the bayey may cancel this transaction at any time prior to t of the third brain day after the date of this n See m yhrg N Cancellation farm for m explanation o ti a r I aclrnowledge recetpt of� lotely>illed o ce ct alarm In Whom whereof,this erl ��tr on this VVVVVV day o ,20 at chy ,State of Boyers 8lgnetrre Date Representative Boyers Signature Date Rep Sktature i s C-[iA,NGE Cr i:sONTPJX i III u img + got, Addy f _ lo,jaA - 0 R-11 IM-0- orm Cam ' ..A4 _ _ . t . '400-24'9-4240 T,WAMM T r.jto tghtwindm;a:mm h' t7= coo Iguana h 'o 2 3 • 'Um Uit 1 DKV Rom 13 14 MR . M Ster MaSWBA ik fN r— r'.� %^ r ,�� ""r f s Bath 2 LMm Room I�v co em.Namwm V M N � 35 vJ 7 Y m LL Office C c Red 2 C W c 6 u 10 8 od o a to cavrneaxre.�esucor NOT TO SCALE xz'�� - . � a _ Sep 13,2013 wa mu OC r Site Plan t { l_L.F I Z®C� 1 r,` PEGULATIONS y ��_, ENGINEERING EXPRESS® Design Wind Pressure(PmAx+, PMAx-):ASCE7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, #106 „Y! s' ua 'j'41 ; " n,: .' DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(9c GCpICB+ GCp) PmAx+= gh(8c GCppDB+ GCp) Pic(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PmAx-=gh(Ac Wpm-GCp) PMAx-= gh(Ac GCS-GCp) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations ASCE 7-10,Chapter 30 All Subsections Claddingu Alp Florida Building Code 2010 � f h � + z F i y .( ` t ' Site Information 1 67 x 48 End 7 22.33 10.39 0.85 59.85 0.9 -1.3 42.7 -55.6 owner: Debra& Kent Bonde 2 68 x 49 Int 7 23.14 10.70 0.85 59.85 0.9 -1.0 42.6 Wind Speed(v): 180 MPH 3 68 x 49 Int 7 23.14 10.70 0.85 59.85 0.9 -1.0 42.6 -46.4 4 36 x 38 Int 7 9.50 3.34 0.85 59.85 1.0 -1.1 45.0 -48.8 Exposure Category: C 5 54 x 62 Int 7 23.25 8.90 0.85 59.85 0.9 -1.0 42.5 -46.4 ASCE7-t0 Ch.30.3.1 Table 30..3 3-1 Velocity Pressure Coe (Kh): 0.90 6 54 x 62 Int 7 23.25 8.90 0.85 59.85 0.9 -1.0 42.5 -46.4 Directionality Factor(Kd): 0.85 7 36 x 37 Int 7 9.25 3.17 0.85 59.85 1.0 -1.1 45.0 -48.8 Topographical Factor(Kzr): 1.0 8 73 x 37 Int 7 18.76 12.34 0.85 59.85 1.0 -1.1 43.2 -47.0 9 32 x 25 Int 7 5.56 2.37 0.85 59.85 1.0 -1.1 45.0 48.8 Structure Information 10 36 x 38 Int 7 9.50 3.34 0.85 59.85 1.0 -1.1 45.0 -48.8 11 73 x 50 End 7 25.35 12.34 0.85 59.85 0.9 -1.3 42.3 -54.8 12 73 x 50 End 7 25.35 12.34 0.85 59.85 0.9 -1.3 42.3 -54.8 fie.. 13 73 x 50 End 7 25.35 12.34 0.85 59.85 0.9 -1.3 42.3 -54.8 } 14 31 x 23 Int 7 4.95 2.22 0.85 59.85 1.0 -1.1 45.0 -48.8 m Risk Category: H Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0,18 ASCE7-10 Table 26.11-1 Mean Roof Height(h): 20 ft. Roof Slope(8): Sloped Roof Slope Coefficient(9c): 1.0 Min.Building Dim.(L): 35 ft. End Zone Distance(a): 3.5 ft. 1.THEE NFORNATIONBNTENDEDTORROMEDESISNFHESSIRESFORTHEPUMPO EOFTHENSTALLATIDNOFGIAZE)UNBSEOPENNGPROTECTIONASPROPOSEDMIDPROVDEDRYOTHER&NOCERTFCATION,ERHER FRANK L BENNARDO,RE Prepared 111 accordance With EVRES EDORR L®CTM FERED S TOTH YALIDW ORA E� ANYPROPOSED SYSTEMOR RVCONIONENT USED ALONG WDH THESE PRESSIR6ALL PRODUCTSSHALLRENSTALEDNSrRCTACCORDANCEWRH FL PE 004654 2.NOCERTFICATCNORREIIEW OFFEEDTHATTHEPRO{OSED UNRSNEETANYHiRESSflEDURENENMALL IRIRESS6S1ESMETOSEADDRESiEO BYTHEMWITNOCONTRACTOR ANDTHELOCAL SULDNGOFFCULL. ASCE7-IO.Section 30.�rul Loads-Co»lponeats and S.THE HOSPSIAUCTURESAM MEDMB EADEM)ATEMWRH$rMO THELOADSNfOSED eMISDE93N ASWORKREAMIESEK81NO MANNG,OROPMNGS DEMNED AND CERTIFIED BEAN ENGNEEROFRECORD(MR). 7HECONTRACTORBU NOOFMIAL SHALLVEHFYTHATTHES UEMWBEN"OURNOWORKISSOUND FOR NSEALLATCN�THBMTELLFDEFCENCERMEFOUNONTHEMOMOHOSfSTRUCTURE,THG@1GNEEF Cladding ORTHEEOR SHALL ENOTFEDEFORECONTNUNGCONSTUCTIONMORESERVESTHERCHTTOR NSdTANDRE EVALUATEDESEN.NOWMHANTY,BRHNEmRBNS®Ofl&PLED,aCONTAN®HEREN. / �� 20■� Florida Building Code 2010 a 4'DD-s-E OWN ALLUSTRO�B R�� .� CROENWTHEYNAYVARYaMny.TOTHEW84TTHATTHEOPMt4GMEAE NOTSEW LBiTHAN B%OFTHEENGNEEEEDDBgN. \\ 999/��170d��dllll 8. ENGINEER SEALAFFDOD HrREMVAL DATESSTRUCTURALDESONASSHOWN ONLY.USEOFTHISSPECFCATION BYCONTRACTOR,Ma LRDETNFM&SAV98HMk"WTHRENGNEM FOR N.LCOSf&OANAGWNCLUDNG C 2013 E-Tenipest.com LEGAL FEES&APPBIREFIESRESULTNG FRDNNITERWL FAE RCATION,SVSEBABRECTDN,&CONSTRUCTION PRAMIDESBEYOND THATWHCH ISCALLED FOR SYLOCAL,STATE&FEDERAL CODESEFRONDEYWDNSOFTHIS PLAN. ID:stotmtight-PBonde,Kent E.ENGNEERNGE%NiESSHASNOTYIEV EDTHEW0SSE MNFORNATIONCONTANE DHEAENRB�ON CONTRACTOR SUPR.EDDATAAN EMWRBaelTSENGN®iNORFRESSSHALL NOTEEHELDRESP ONSBEORLULEN CERTOFAUTH 85 ANYWAYFOR IRRONEOUSOR NACCURATEDATAOR NEASURB'AINTSWORKSHALL BEFES-0 VERIFIED PRIM TOCOISTRUCTION.ENGNEEANG NPRB4SHALLENOTFED AND GNEJ M OPPORTUNDYTOREEYALUATEOUR WORKUPON OIECOVERYOFANYNACCURATENFOHNATON PRIOR TO MWFIOATON OF ODSING FIELD CONDRDNSMD FABRCATION AND INSTALLATION OFNATERN A Wrrti RAISED ENGINEER SEAL 09/13/2013 Page 1 of 1 T.ECEKASW MMYMOVOm HBREN,NOADDMXMCERTRCAT IONSORAFNLEATNSMENTENDED. •ALTERATION&MDR1 0NMOR OTHER MRMGSTOTHBDOCUNENTMENOTPER nMANDNVN.DATEOURCEATFIDAMN• VAUD FOR(1)JOB ONLY , '' . a • i • t. " a A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Wnition of ComerZone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Comer Zone WINDOW �E ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF {-)PSF (+)PSF (-)Pi DIMENSIONS MULLION REQ Y/N SIZE REQ YIN/NA 1 End Window 'r"L" 12-0223.09 55 55 42.7 -55.6 74x63 1 67x48 No No 2 Int Window 7/rL °. 12-0223.09 55 55 42.6 -46.4 74x63 68x49 Yes No 3 Int Window "'on" 12-0223.09 55 55 42.6 -46.4 74x63 68x49 Yes No 4 Int Window '"`am" 12-0223.08 55 55 45.0 -48.8 36x68 36x38 No No 5 Int Window 7r"'L" 12-0223.09 55 55 42.5 -46.4 74x63 54x62 Yes No 6 Int Window "Lo" 12-0223.09 55 55 42.5 -46.4 74x63 54x62 Yes No 7 Int window ',r,.lLO. 12-0223.09 55 55 45.0 -48.8 74x63 3607 No No 8 Int Window '"`ln" . 12-0223.09 55 55 43.2 -47.0 74x63 7307 No No 9 Int window '�"`�+�°' 12-0223.09 55 55 45.0 -48.8 7463 32x25 No No 10 Int Window ''8"'""'°- 12-0223.09 55 55 45.0 -48.8 74x63 3608 No No 11 End window 'rLff'L 12-0223.09 55 55 42.3 -54.8 7463 73x50 No No 12 End window 7m Lon"L 12-0223.09 55 55 42.3 -54.8 7463 73x50 No No 13 End Window '�'�""O 12-0223.09 55 55 42.3 -54.8 7463 73x50 No No 14 Int Window 'r"Lo- 12-0223.09 55 55 45.0 -48.8 7463 31x23 No No I� Y MI_ AM MIAMI-DADRCOUNTY PRODUCT CONTROL SECTION DEPARTMENT OR 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 ICE OF ACCEPTANCE NOA www.mlamIdade go_v/pera CRegency Plus,Inc. A 1024 Locust Gap Highway d�/!„/� G�,S6n?C'N`� Mount Carmel,PA 17851 ! ,"" ►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 (eloci Hurricane Zone. ESCRIPTION:Series"5205"Ontswin White PVC Casemeut Window—L.M.L APPROVAL DOCUMENT:Drawing No.RPLS0061,titled"Series`5205'Vinyl Impact Casement Window—IJVI17,sheets.1 through 5 of 5,dated 10/14/08,with revision E dated 02107/12,prepared by PTC, LLC,signed and sealed by Robert J.Amoruso,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 Pr I Secti IMPACT �- ar�and Sm all Missile Impac LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: 'Miami-Dade County Product Control Approved",unless otherwise . noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-1118.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12.9223.08 ExpTrattlun.Date: ll+iay O6,2914 Approval Date: April 19,2012 �f j0�12- Page 1 i ftencv Plus.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RPLS0061,titled"Series`5205'Vinyl Impact Casement Window— LMI",sheets 1 through 5 of 5,dated 10/14/08 with revision E dated 02/07/12, Prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P. E. B. TESTS 1. Test report on: l)Air Infiltration Test,per FBC,TAS 202-94 2 Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3 Water Resistance est, er FBC,TAS 202-94 4)Large Miss' a pact Test per F C,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 series 5205 vinyl casement window,prepared by National Certified Testing Laboratories,Test Report No. NCTL-110-11618-1, dated 10/02/08,addendum letters I and II,dated 10/02108 and 01120/09 respectively,all signed and sealed by Harold E.Rupp,P.E. (Submfted under previous NOA#0&1118.10) C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by PTC,LLC,dated 11/12/08 and 03/12/09,signed and sealed by Paul E. Winter,P.E. (Submitted under previous NOA#08-1118.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). 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. 2. Notice of Acceptance No.07-1016.05,issued to Dominion Plastics,Inc.,for their White Rigid PVC Exterior Extrusions,approved on 11/15/07,expiring on 10/24/12. Manuel Pe Product Control or NOA No.12-0=.08 Expiration Date: May 06,2014 . Approval Date: April 19,4012 E-1 f RegensE Plus.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. SM f confod of no financial ted February 07,2012,signed an se e y o ert J.Amoruso,P.E. 2. Laboratory compliance letter in the Test Report No.NCTL-110-11618-1,issued by National Certified Testing Laboratories,dated 10/02/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under previous NOA#08-1118.10) G. OTHER I. Notice of Acceptance No.08-1118.10,issued to Regency Plus,Inc.for their Series 5205 Vinyl"Outswing White PVC Casement Window—L.M.I.,approved on 01/28/09 and expiring on 01128/14. Manne Pe E. Product Control FAwMer NOA No.12-0223.08 Expiration Date: May 06,2014 Approval Date: AprIlIR,2012 E-2 REGENCY PLUS, INC. SERIES "5205" VINYL IMPACT CASEMENT WINDOW LAH MSTALUTIONANCHORAGEDETALES 13ENERAL 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH::) 8.IN AREAS WHERE WIND43ORNE DEBRIS PROTECTION NSTALLA'(10N NO7.INSTALLA7TN ANCHOR4AND ABSOCIAT®HARDWARE VELOCITY HURRICANE ZONE(HVHZ)OF THE 20REQUIREMENTS EXIST,USE OF AN IMPACT MUST L MADE N CORROSION RESISTANT HARD ARE STATED X AH C0�(FBC)AT THE DE41(G PROTECTIVE SYSTEM 13 NOT REQUIRED. ® ALLATION ANCHOR 13 REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING, ANCHOR LOCATION SHOWN, O 7.WINDOW FRAME MATERWL,WHITE PVC A Y• &FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT 8 NCTL.110.1181&1, AMNION PLASTICS'INC N.O.A.07-101806) L THE NUMBER OF INSTALLATION ANCHORS B DEPICTED IS ANgipl�INTO MORTAR JOINTS.EppE DISTANCE IS THE NIINIAdUM NUMBER OF ANCHOR TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF DATED 1Q MM ADDENDUM ASSOCIATED DATED 1 Ul AND ADDENDUM 8 GLASS MEETS THE REQUOU 39 NM OF ASTM PRODUCT NUI'ALLATIW'L MORTAR JONT INTO FACE BHELL'OP BLOCK DRAWINGS.® ANDABSOCIAT�LABORATORYBTAMPED Ei3M.Ml.® 3.SHIM AS REQUIRED AT EACH gdSTALLATION ANCHOR 9.INSTALLATION ANCHORS SHALL BE INSTALLED IN f 0 9.DESIGNATION'%'STANDS FOR THE FOLLOWING: WITH LOAD BEARING SHIM(Bj MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURFJtB 3.ADEQUACY OF THE EX1811N0 8 TR11C111RAL CONCRETE/ X*OPERABLE PANEL SHIM SIZE 18 V4 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS ANDANCHOI�BFMLLL>a' F B F w MASONRY AND 2X FWIMINO AB A MAIN WIND FORCE OR GREATER OCCU1�.SHIMS)SHALL BE CONSTRUCTED NOT 13E USED IN SUBSTRATES WITH STRENGTHS LESS)•': a of Z TRANSFER SYSTEM CAPABLE OF WITHSTANDING AND I IL A 113 INCREASE IN ALLOWABLE STRESS FOR WIND F HIGH DENSITY PLASTIC OR BETTER, THAN THE MINIMUM STRENGTH SPECIFIED BY THE TRANSFERRINGAPPLIEDPRODUCTLOADS TO THE LOADS WAS NOT USED IN THE DESIGN OF THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR PRODUCT SHOWN HEREIN,WIND LOAD DURATION 4.POR NSTAUATION INTO WOOD FRALiWO,U!G 812 WOOD ANCHOR MANUFACTURER. ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. FACTOR(Cd=1.6)HAS BEEN USED FOR WOOD SCREWS OF SUFFICIENT LENGTH TOACHIEVE 192 INCH 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS„ 4.1X AND 2X BUCK(WHEN USED)SHALL BE DESIGNED AND ANCHOR SIGN. MINIMUM HMBED3AENT,MINIMUM EDfG?DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE N. - ®THE FOLLOWING PROPERTIES, OOZZ s S STRUCTURE BUCK DESIGN AND INSTALLATION 13 THE S FOR INSTALLATION THROIJOH 1X BUCK TO CONCRETE I A.WOOD-PRESSURE TREATED(PT)SOUTHERN �g .. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF ® MASONRY OR DIRECTLY INTO CONCRETE MASONRY. YELLOW PINE MINIMUM SPECIFIC GRAVTIY OF RECORD AND TO BS REVIEWED BY Al J-A USE 114 NCH ITW TAPOON8 OF SUFFICIENT LENGTH TO ® LUMBER MUST COMPLY WITH FBC SECTIONS . 8.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE ACHIEVE 1 V4 INCH MINIMUM EMBEDMENT.MINIMUM 2411.3.3.3 AND 23282AS TO WOOD PROTEC IONoe: .. w EDGE DWANCE 18 2-121NCHE8.MNI4UM CENTER To. AB.CONCRETE-MINIMUM COMFRESBNE STRENGTH 0 GENERIC AND MAYNOTREFLECTACTUAL INSTALLATION CONDITIONS DISTANCE IS3INCHES. 3182 pd AND COM�PLIESWITH ACI301. SPECIFIC FROM IF E E REQUIREMENTS CONDITIONS CAUSE INSTALLATION EN AC.MASONRY-STRENGTH CONFORMANCE TO AM* DEVIATE FROM THE REQUIREMENTS DETAREHHEREIN,THEN 6 MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE C-90. THE BUILDING OFFICIAL-MAY ELECT ONE OF THE FOLLOWING WALL FINISHES,INCLUDING BUT NOT LIMITED TO OPTIONS: STUCCO,FOAM,BRICK VENOM AND WDING. Robad LAmm�o.P.E. ;A OUTSIDE R OR REQUIRE THATA RE N D S Fh"P.H.Na 49M ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FO USE WITH THIS DOCUMENT TO BE REVIEWED BYA-U.Z B.INSIDE HVH2:REQUIRE THAT ONE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED �R FROM THE MIAMI-0ADE COUNTY PRODUCT CONTROL (/ DIVISION.' `P,TD Piom,dDm G1.-,LLD POB.mitilOT/o. TABLE OF CONTENTS FMEDm1�ale�AvHip� _.,-.� SHEET REV. SHEET DESCRIPTION N0' 1 E GENERAL ANDWSIALLATKXNNOTES rizu xic1,Ravow - 2 E ELEVATIONS 3 E V ERITCALSECTiONS 4 E HORIZONTAL SECITON3&GLAa{QQ I�A-L , DESGN PRESSURE RATING(PSF) IMPACT ttATNO COMPONENTS.BILL OF LMI , i N 10.O.C.TYP. HEAD&SILL PARTING STOP ANCHORS ® g 4'FROM WINDOW g CORNERS 3.7b'TYP.FROM PARTING 36.x°MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH PARTING SOP AN w c 34.126' D.L.O. D 4'FROM WINDOW 43!4 FROM PARTING FRAME CORNERS SOP CORNERS JAMB ANCHORS PARTING$TOP m 3 ANCHORS o 8sr i8�I Tf: �`�- g i La MAX 7 6416'O.C.TYP. oa j 0.88JT0' MAk I I ® UNIT O`MAx PARTING STOP MAX. D.L.Q. HEIGHT WI WINDOW ANCHORS tit PARTING UNIT I HIEGHTA ® 2 HEIGHT 4 I I 4 STOP REINFORCEMENT t� WOOD SCREW 1 INSTALLATION { ®HEAD&SILL ANCHORS(TYP) TAPCON H ! INSTALLATION F -------- REINFORCEMENT'® , ANCHORS CM) RoOertJ.Arttauso,P.E. - PMUide P.6.Na 49752 A C 3 3 38'MAX.WINDOW _ f WIDTH® 'I 4(v :V - 38'MAX.UNIT IN WIDTH W/ 'a7Crmeumoe �,;,o,uc PARTING STOP® roamc . - •wngwo5d,•P4�7�715 ELEVATION® EXTERIOR VIEW ANCHOR LAYOUT ® ' EXTERIOR VIEW Ko 28= PRODUCTRBYIm No uA% BY OOD PROTECTION (SEE NOTE WOOD BUC ANCHORING 17 a WOOD SCREW WOOD BUCK ANCHORING - BY OTH;% BY OTHERS 0 1DA, SHT. 1) BY OTHERS INSTALLATION ANCHOR « ONE BY PT WOOD 'BUCK s ACNE BY PT WOOD BUCK 1 1/81 IN WOOD FRAMING BY OTHERS BY OTHERS `e >3 BY OTHERS(SEE NOTE 3, SHT. 1) EMBEDMENT (SEE NOTE 4, OTHERS 1) (SEE NOTE 3, SHT. 1 CONCRETE OR.MASON •8 WOOD SCREW 17 )A BY OTHERS (SEE NOTE 4, r ASTALLATION ANCHOR 0 SH-THING 1 1/8° MIN. B, ASHT.1) d BY OTHERS EMBEDMENT® e e EXTERIOR FINISH °' 4• a °• 20 BY OTHERS '° a .';� :•a' A3/8- Mme' EXTERIOR FINISH 3/8° MIN. rEDGE DIST. BY OTHERS EDGE DIST. w o � PERIMETER CAULK 1/4° MAX. PERIMETER CAULK 1/4° MAX. BY OTHERS SHIM SP E BY OTHERS 20 1 18 #12 WOOD SCREW 1/4' IT ATI W TAPCON INSTALLATION ANCHOR 0 1 t STALLATION ANCHOR °+ 15 (1-1/4" MIN. EMBED., 2-112" MIN. E.D. V (1-1/2" MIN. EMBED., 18 g 2 _(e1 0 7/8° MIN. E D.)®. lJ 2 13 I� 7 �] �a ® e 13 7 3a w' a «333 i 1h, 14 5 ' WINDOW 3 HEIGHT 14 EXTERIOR SECTION B INTERIOR 3 ENDOW 14 EXTERIOR SECTION D INTERIOR 5 ®13 HEIGHT 5 68Q 13 4 ' 5 1 12 4 8 2 ❑ INTERIOR 7 12 a ao EXTERIOR 2 ❑ 7 15 0� 10 18 EXTERIOR 10 r �'I 1/4° MAX.19 a o SHIM SPACE 1 1 19 8 1/4" ITW TAPCON INSTALLATION ANCHOR 1/4" MAX. 1 INSTALLATION ANCHOR � (� 20 1-1/4" MIN. EMBED., 2-1/2" MIN. ED.) SHIM SPACE 21 (1-1/2° MIN. EMBED., MIN. E.D.) 17 O 8 WOOD SCREW 8 MIN. E DIST INSTALLATION ANCHOR PER IM CAULK 3/8° MIN. lelar�� BY OTHERS 0 �4 —� p l'�08= T/6+D ltc "q EDGE DIST. FL CONCRETE OR MASONRY (� ym,g Yopd 32Tbt qt�g BY OTHERS a " e SHEATHING 0 8BMCa�tl•aCe�ploao,p mm q 4 e. o e e, ONE BY PT WOOD a � (SEE NOTE 4, SHT. 1) 20 BY OTHERS BUCK BY OTHERS N0 ONE BY PT WOOD BUCK <e e a•. (SEE NOTE 3, SHT. 1) r �" °` 4 'o WOOD FRAMING BY OTHERS PRODIIQI•RWAM 9Y OTHERs® " a W000 scREw 17 �mrls wa (SEE NOTE 3, SHT. 1) OOD PROTECTION (SEE NOTE (SEE NOTE 4, SHT. 1) #NSTWOOD ON ANCHOR 1 1/8° MIN 10A, SHT. 1) BY OTHERS® A 1//8° MIN. No ®EMBEDMENT WOOD BUCK ANCHORING EMBEDMENT WOOD BUCK ANCHORING umm SECTION A BY OTHERS® SECTION C BY OTHERS® ®3/8" MIN. EDGE DIST. ®3/8" MIN. N INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST. 3 5 4 6 7 10 16 1 20 1/4° MAX 1 1/4` MIN. EMBEDMENT !3 1 1/2" MIN. EMBEDMENT CONCRETE OR MASONRY 1 1/2" MIN. SHIM SPACE °.: BY OTHERS (SEE NOTE 4, GE DISTANCE INTERIOR $ �( SHT. 1) *WOOD PROTECTION is 3 22 5 4 8 7 10 16 1 20 a (SEE NOTE 101, SHT. 1) BY OTHERS (� 7/8° MIN. EDGE DISTANCE t 114e" Iffl`W ANCHOR O W D V 12 W000 sCREW 21 1' MIN.® NSTALIATION ANCHOR Q EDGE DISTANCE D �//�� WOOD BUCK a 1 1/8° MIN. �, OTH INERS/A\ O a' ANCHORING o EMBEDMENT BY OTHERS 5 o EXTERIOR ®WOOD SCREW i 7 " } 2 1/2' MIN. v 14 13 2 15 0 INSTALLATION ANCHOR ..... � •• . EDGE DISTANCE p . PERIMETER CAULK '1 1/8" MIN. BY OTHERS SHEATHING a• ;EMBED MENT BY OTHERS ;, t � �o ONE BY PT WOOD BUCK e '(MIN. 3/4-) BY OTHERS WOOD FRAMING °.a 91 J. (SEE NOTE 3, SHT. 1) BY OTHERS (SEE � ' NOTE 4, SHT. 1) EXTERIOR 8 SECTION E 14 13 2 15 *WOOD PROTEC71ON EXTERIOR FINISH BY OTHERS (SEE NOTE 10 SHT. 1) PERIMETER CAULK BY OTHERS 1 7/8" O.A. GLASS CONSISTING OF. BY OTHERS EXTERIOR LAMINATED GLASS W/ THE FOLLOWING MAKE UP: WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS 1/8" DSB ANNEALED GLASS/ 0.090" DUPONT "BUTAOW INTERLAYER/ (MIN. 3/4) (SEE NOTE 3, SHT. 1)&, A DESICCANT ANNEALED STEEL SPACER 1/2* SYSTEM &SPACE AN INTERIOR SECTION F O �+an�ME 14 B WOOD SCREW 17 FAftP.LX&49M 1/8` TEMPERED DSB GLASS® NSTA00 ON ANCHOR 13 N, EXTERIOR FINISH BY OTHERS 2 FL I •PtC pmd�t LLC •Poems ' � 321.8'3077fi8Iloaupaim, i 3 1/2" MINA FM No GLAZING BITE aDttorev� w x� 2- GLAZING DETAI 12 I Q 0MAIN FRAM 90° TYPE WALL THICKNESS 2 SASH FRAME 3 GLAZING BEAD 4 SCREEN FRAME VENT REINFORCEMENT •PARTING STOP O 0.090° TYP. WALL THICKNESS O 0.070° TYP. O 0.045' TYP. 15 0.055° TYP. © NA TYP.WALL THICKNESS WALL THICKNESS A WALL THICKNESS WALL THICKNESS 3.250 ... 2.459 0.552 1/2° 0 1.383 0.725° S 2.527 2.424 LI(Q021sic-no 0 0.940°0.354 D [--0.445 WELDED MITERED CORNER CONSTRUCTION A � m © a $ BILL OF MATERIALS aETI pear 0 T! 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"trs. 1"^,. .'A, .la v>• .�S 'dd Y ,P. }'.:,a, ':v-' •:. �:' x t .;r anas!''r., ., ;., ,-> ,��.,..I �' a„no-.. r� . �. a! ..dpf� ,"s',�.0�. .s „gm�.->,:'�:4;�.�,. i v^s, an r .45 '�. x, mj`. :s<. �i`�' ;y r �;r> .!i•. ...�?.i �'khP :v1Yt'^.r .:,. .,' •. '? �•'s. .- .�:- ,'.� .. ....�:... ..-r x:,io= y,.7c�.o.!�. ,,vr r ': ,5 ;c.- .�r. e t�".,,�. .�i;S 'Sm F �frv, � �i:^.ZG r'""r uri'.••, r r. �";... ,h,!.�. a, +ut' ,.31. �•- ,.,e '�1 i -�' ��F?^�?, r /,y.�i: '(r i� ^r x��;,crih:.1,' r 4,.a'� ..y. �'.% ) -r. - '., r. .. J+1"�' ..: •..: F:.. ors a""ti.,. rri^" � ,.y`. ,Y'. A y `�vYJ:frf'- 15;1d3Ax� U -..tjt 3 Sr{5 '}�. '` az. �' `v, q��yZ {,� Ar.� ',�' rsfk'�r 5»I§��k �''�.', �f �r-�j�}�i :•rr:''3 y�'}�j4"�P"��-L? t"•i iT .y5{./•'rr{y,:�{+3 3y'x,i4 p•_ r�r-S., �:. ':.�', r 'y?-,'µ t, .�:`a,.,. § "?rn� ..3v.r..gy �:.+�w^' g;s,f Jnt. ;' '/..'"'" 9,'%Z' F:� `y'""'V' .'�' F:'a •z r mi:. y"":,. .,`xr< d a;.•.✓. ur%'?i..4" ,� s� f rJ. . ��: tom. R( :•-.� s '�_.. .1 +: 4._ .rh 'L ."n;� Y• Q al. ,*'.,",a�, .�,n. ..r ?y ay. "'Lt�rr�'.i l- k':�,r,.,. _.•+,t,�"�yxZ+- µ > A: :�� .,;t '" : -.r� :�' '.t'•"' ."` d4�R.;. _.i�'.F' : tx>' ,�•:r� �:i"It ' ....a �rt r,!,�,. o T�.1,.�.:�. �` {, �.,.';;_. 4 N^.' :5^.. r + J..�.. 't avii,;„�t$3�2r as'y 1,.r �, ,�•b :, � ,�.r`,�'�•'t�m o`R. ,r. r�'J' „- .v<.i t.- -. :, .. w ", ',"... E fir, s r �stx.-y.:',eF.r _ ,a r'' tYs• '3�i+�r,, rx M® 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 CCEPTANCE OA .mi mi ade. ov er 7Regeney us,Inc. t Gap Highw D. A/Zai0lA(mel,PA 17851 No 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 AW(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 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 approval as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"5405"White PVC Horizontal Sliding Window—L.M.Y. APPROVAL DOCUMENT:Drawing No.RPLS0063,titled"Impact Series 5405 Horizontal Slider Window",sheets 1 through 5 of 5,dated 11/26/08,with revision D dated 02/07/12,prepared by PTC LLC, signed and sealed by Robert J.Atnoruso,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 08-1210.12 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Muar�ao�s� =DAprU i.89 20142012 e 1 Regency Plus.be. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RPLS0063, Sheets 1 through 5 of 5,titled"Impact Series 5405 Horizontal Slider Window",dated 11126/08 with revision D dated 02/07/12,prepared by PTC LLC,signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2 Uniform Static Air er FBC TAS 202-94 . �3 Wat 'stance Test, er FBC;TAS 202-9 4)Large Missile Impact Test per 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a white PVC horizontal sliding window,prepared by National Certified Testing Laboratories,Test Report No. NTCL-110-11507--1,dated 08/18/08,revised 09/03/08,with addendum letters dated 03/31/09 and 05/01/09,all signed and sealed by Harold Rupp,P.E. (Submitted under previous NOA#08».1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by PTC.LLC,dated 11124/08,signed and sealed by Paul E.Winter,P.E. (S'ubmitted under previous NOA#08-1210.12) 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. 11-0624-01 issued to E.Y.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 07-1016.05,issued to Dominion Plastics,Inc.,for their White Rigid PVC Exterior Extrusions,approved on 11/15/07,expiring on 10/24/12. Mannel Perez, , Product Control Exai NOA No.1 .09 Expiration Date: July 22,2014 Approval Date: April 19,2012 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED F. STATE 1. Statement letter of conforman com 1 in with an d of no financial interest,dated February 07,2012,signed and sealed by Robert I Amoruso,P.E. G. OTHER 1. Notice of Acceptance No.08-1210.12,issued to Regency Plus,Inc. for their Series 5405"White PVC Horizontal Sliding Window—L.M.I.,approved on 07/22/09 and expiring on 07/22/14. Manae"Pe rezTor tProduct Control ExaNOA No.12-4Z 8xpiration Date: July 22,2014 Approval Date: April 1 9 20i2 E-2 _ w t s f _ REGENCY PLUS, INC. L ACT SERIES 5405SORTZ01 VTAL SLIDER WINDOW- L W MS TA L L A TIO N A N CS O R A GE D E TA JL S' GENERAL NOTES- r STALLATIO N r OTES• G O m 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.WINDOW FRAME MATERIAL:RIGID VINYL PVC LONE(1)yIBTALLATiON ANCHOR 18 REQUIRED AT EACH B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE 2007 AND 2010 FLORIDA 8UI DING ANCHORLOCA7ION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR o (N.OA 07-1018 CODE(FBC)INCLUDING THE HIGH VELOCITY HURRICANE HAVE B MADE OF RESISTANT GATING. AT THE DESIGN PRESSURE(&)STATE 8.EACH WINDOW ASSEMBLY SHALL BE LABELED'WITH 2.THE NUMBER OF INSTALLATION ANCHOR DEPICTED IS p A PERMANENT LABEL AND/OR STAMP WITH THE THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO EXTRUDER CODE AND°MICA•AS STATED IN N OA PR NOT INSTALL INSTALLATION ANCHORS INTO MORTAR N 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED NO.O7-1010.06. � JOINTS.EDGE DISTANCE IS MEASURED FROM FREE;:. UPON SIGNED AND SEALED TEST REPORT 0 3 SHIM AS REQUIRED AT EACHINSTALIATtONAINCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE�r" NCTL-110118071 DATED 081Z01M ArD A880CIATEp 9.GLASS MEETS THE REQUIREMENTS OF AMU THRU MAINFRAME WITH I OAp gF11RW0 SHON(S} SHELL OF BL00( Q a Y LABORATORY STAMPED DRAWINGS AND WERE TESTED IN E190Q 04e1. MAXIMUM ALLOWABLE SHIM SIZE IS U4 INCL SHIM . - ACCORDANCE WITH CURRENT DADE COUNTY ® WHERE SPACE OF 1H8 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED M PRO I&DESIGNATIONS W AND•O'STAND FOR THE SHIM(S)MALL HE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S 3 3:THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE X.OPERABLE PANEL INSTALLATION INSTRUCTIONS AND ANCHORS SHALL o�a TO THE STANDARDS LISTED IN THE 2007 AND 2010 FLORIDA O:FDO D PANEL NOT BE USED IN SU88'1'RATEB WITH STRENGTHS LESS s ®.BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH SAID 4.FOR INSTALLATION INTO WOG FRAMING,USE 012 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE STANDARDS.INCLUDING HIGH VELOCITY HURRICANE ZONE I1.A 1!J INCREASE IN ALLOWABL SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH ANCHOR MANUFACTURER. E STRE88 FOR MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 giVHZ)REQUI LOADS WAS NOT USED IN THE DESIGN OF THE INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS PRODUCT(S)SHOWN HEREIN WIND LOAD HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH a 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE OURATION FACTOR(Cd 1.8)HAS BEEN USED FOR S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ THE FOLLOWING PROPERTIES: g w .. MASONRY AND 2X FRAMING AS A MAIN WIND FORCE WOOD ANCHOR DESIGN. MA80NRY,OR DIRECRY INTO CONCRETE/MASONRY, s RESISTING SYSTEM CAPABLE OF WITHSTANDING AND USE 1/4INCH ITW TAPCONS OF SUFFICIENT LENGTH TO A.WOG PT SOUTHERN YELLOW PINE-MINIMUM TRANSFERRING APPLIED PRODUCT LOADS TO THE 12.IN AREAS WHERE V0043ORNE DEBRIS ACrIEYE 1 U4INCH MINIMUM EMBEDMENT.MINIMUM SPECIFIC GRAVITY IS 0.6B LUMBER MUST COMPLY' STRUCTURE L9 THE REBPONIBIIJTY OF THE ENGINEER PROTECTION REQUIREMENTS EXIST,USE OFAN EDGE DISTANCE IS 2-12 INCHES. WITH FBC SECTIONS 24113 3 3AND 23202 AS TO OR ARCHITECTOF RECORD. APPROVED IMPACT PROTECTIVE SYSTEM IN NOT WOOD PROTECTION. 6 1X AND 2X BUCKS NEEDED. 6 FOR PARTING STOP INSTALLATION USE 68 X 112 M INCH ®&CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF (WHEN USED)SHALL BE DESIGNED AND DRYWALL SCREWS 3192 pal AND CONFORMS TO AC 301. . ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ®C.MASONRY-STRENGTH TO CONFORM TO STRUCTURE BUCK DESIGN AND INSTALLATION IS THE MINIMUM UM EMBEDMENTAND EDGE DISTANCE EXCLUDE AMU C4XL RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF WALL FINISHES,INCLUDING BUT NOT LIMITED TO Rmattd Anmiae P E RECORD. STUCCO.FOAM,BRICK VENEER AND SIDING. flotWa PE Na4HRli2 &THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITION FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS �,� DETARM HEREIN,THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDE HVHZ REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ". DOCUMENT LLC B.INSIDE HVHZ REQUIRE THATA ONE-TIME SITE �1 SPECIFIC APPROVAL BEAPPLIED FOR AND OBTAINED FROM THE MIAMI-DARE COUNTY PRODUCT CONTROL DMSIQN. Na 2RD¢ TABLE OF CONTENTS SHEET REV. SHEETOESCRIPTION PRODUCIrRBV786D 1 D GENERAL AND INSTALLATION NOTES 00 W°PkIQs 2 D M"ATION AND ANCHOR LAYOUTS 1Ne 3 D VERTICAL.SECTION ... ,, DESIGN PRESSURE RATING(PSF) IMPACT RATING 4 D HORMONTALBL'CTlO GLAZING DETAIL$CORNERDETA& LARGE M188ILE 5 0 COMPONENTS AND BILL OF MATERIALS '0 IMPACT a F J. Pi 74•MAX, o v m FRAME WIDTH 34 3/1W 3• MAX. MAX. � D.L.O. D.L.O. 7 314'MAX FROM -� CORNS�•) 1r MAX.O.C.(rYP.) ®HEAD&SILL @ WAD&SILL FROM PARTING 12lir MAX.O.C.UYP.) d �� 3 3 STOP CORNERS ®HEAD&SILL /4"MAX 8 FROM PARTING 1'4 STOP CORNERSiTYP.)� ri SfirMAX OR F FROM FRAME rz B3" 4 3 4 CORNERS(lYP) u� O MAX bg 3/q, 4 'I 67112' O.C.TYP. 17 a g HEI MAX. ii X 4 MAX O X o.C.TYP. D.L.O. '! DLO. =i ii m( RETIN ORCHOR TION f//i •) ��'• PWbMJ.Mi=^P.E. 1 1/r x 1Ja"WEEP HOLE ANACHOR(TYP) 8'MAX O.C.FROM PlaldeP ENa4W 62 A 2 5W FROM END(TYP.) CORNERS(fYp,) 3 STEEL REINFORCEMENT C.L.(TYP) FIXED W/(2)EVENLY HEAD&SILL SPACED METAL SCREWS �II v . 8"MAX.FROM C.L.(YP.) HEAD&SILL ELEVATION ANCHOR LAYOUT BXTBRIOR VIEW mcrmOR vmw 0776 FBPEted ••Irdion No.?� • Hdild&BQode �� 1Vo s3 ONE BY WOOD 13 1/4* IATION ANCHOR INSTALLATION R 12 NE BY WOOD BUCK BY OTHER OTHERS (SEE NOTE 5, SHT. 1) 2 1/2" MIN. 7/8 MIN. (SEE NOTE 5, SHT. 1) EDGE DIST. SHEATHING EDGE DIST. TWO BY WOOD WOOD BUCK PROTECTION BY OTHERS BY OTHERS ,� v ° m�••° v . ,o o BY OTHERS CONCRETE OR SEE NOTE.4, SHT. 1 ,I EXTERIQR FINISH ( ) as MASONRY BY OTHERS ° A 1 1/4" MIN. BV OTHERS (SEE NOTE 4, SHT. 1) 10 EMBEDMENT D X 1 1/2" 1 1/2 MIN. o #8 X 1 1/2° ,;g3ne DRYWALL SCREEN q as DRYWALL SC 14 Tx 14 #8 X 1 1/2 14 Y EMBEDMENT DRYWALL SCREW EXTERIOR FINISH MAX. �: 9/4° MAX. BY OTHERS SHIM SPACE t0 SHIM SPACE PERIMETER CAULK p 10 BY OTHERS 81 PERIM BY OTHERS po 10 21 e 1 Q $ p 2 4 e WINDOW",. '' g 8 8 8 HEIGHT':;,.;:: j 1g 18 2 4 � •F o 16 �a a 18 Ly $ VERTICAL SECTION uesrnnla _ cot�e�eRreV s WINDOW EXTERIOR ° �p INTERIOR B HEIGHT SEEEaGLA21NG C TICAL E ON l�IEBL4B SHEET 3 18 MW MPAM 0 4 18 4 MMSMAR 2 a 8 1�ITEBLOR b 21 11 9 2 8 18 4 15 1 ® RQbW.LAMoAM%P.L Ro ida P.E N*.OM 24 � 22 PERIMETER CAULK 10 23 10 .�#8 X 11 1/2° Q° 1a RY AU SCREIPi Iv RYWALL SCREW 1/4" MAX. 17 _SHIM SPACE e EXTERIOR'FINISH 1*a a �ncProa�a Gmq.uc BY OTHERS +r ;4, Poommum taga°m.PL �7i8 rtteeomee 4awPooc° CONCRETE OR ° .e 4 1 1/4 MIN. PBPBCOe dladhmimtlm� .. MASONRY BY OTHERS }d �c" � ° ' ° r '° °EMBEDMENT �•'' .•. (SEE NOTE 4, SHT. 1) ONE BY WOOD BvLhmsFimlda BUCK BY OTHERS /4" ITW TAPCON 13 ' MIN. (SEE NOTE 5,.SHT. 1) ALLATION ANCH R EDGE DIST. EXIE6IQ$ Ift WOOD BUCK PROTECTION AN �D J HORIZONTAL SECTION BY OTHERS 0"RHAceraenv MOW P17($pB�gR 1/4" MAX. SHIM SPACE #8 X 1 1/2" 8 X 1 1/2' DRYWALL SCREW DRYWALL SCREW 14 SHIM°SMAX.E REQUIRED 14 ° MIN. MENT 1 1/2° MIN 16 18 3 7 8 10 i/4" TTW TAPCON EMBEDMENT 10 1 19 17 18 INTERIOR 13 INSTALLATION ANCHOR SHIM AS REQUIRED---$ #12 WOOD SCREW 12 9' 2 1/2°" MIN. g INSTALLATION ANCHOR p EDGE DISTANCE 7/8° MIN. IL, .a V s CONCRETE OR MASONRY EDGE DISTANCE G U m (SEE NOTE 4, SHT. 1) �� Q' •. ISOLATION MATERIAL BETWEEN. 2 8 21 23 p• •9, WOOD BUCK•& MASONRY TWO BY WOOD yew M1y O a OPENING 8Y OTHERS ° o FRAME BY OTHERS v ONE BY WOOD (SEE NOTE 4, SHT. 1) $tip v "cb p BUCK BY OTHERS SHEATHING s't BY OTHERS 20 15 EXTERIOR b 1 10 p ' (SEE NOTE 5, SHT. 1) a / . 8X11/2° DRYWALL SCREW 14 10 PERIMETER CAULK PERIMETER CAULK 14 DRYWALL SCREW .. Ooj 91 ° EXTERIOR FINISH [---WINDOW OTHERS BY OTHERS a o WINDOW WIDTH BY OTHERS WINDOW WIDTH EXTERIOR FINISH a E HORIZONTAL SECTI BY OTHERS $ ON HORIZONTAL ECTION WOOD PRA�769 8UB37RArs (PO®PANMSlWM ONCRH78/MA30NRTSU tV . OPBRABLHPASDWAR) PA AWN. O W FUMPAMM dl 7/8° O.A. LAMINATED GLASS CORNERCON TION 1 MITERED CONSISTING OR EXTERIOR LAMINATED GLASS — 1 16 ANNEALED GLASS WSTRENGTH 0.090° DUPONT °BUTACITE" INTERLA x 0.41' AIRPSACE W/ DESICCANT 1 MATRIX STEEL SPACER, tmc P.M N&a eo e P P INTERIOR 1/8° DOUBLE !INTERIOR FWds 1b. STRENGTH TEMPERED GLASS Ei�F6L4@ \ 16 / 2p 17 1roa 1 " 0. 4- mPa GLASS2BITEI INTERIOR I I 1/2° GLASS BITE PY6PmDee�rea�uc EXTERIOR Li \ Po 9a B�TtB' FL 1 4 PBPea Ae� 18 a0• PRODUCI 8 GLAZING DETAIL 1 GLAZING DETAIL 2 SHIM CORNER DETAIL 1xPrwooasucK P. INt,S TOP EXTERIOR PERIMETER BY OTHERS TU BE SEALED TO 1X PT WOOD BUCK WITH SIKA 551 SILICONE SASH 1 MAIN FRAME FRAME'. Q WEEP HOLES(SILL): QQ GLAZING STOP+OPERABLE LITE WHITE RIGID PVC 1/2-X 1/2"EACH END(INT.TRACK) WHITE RIGID PVC O3 GLAZING STOP W/HANDLE N 0.070"THK. 1/2-X 318-MIDSPAN(INT.TRACK) 0.068°THK WHITE RIGID PVC 4 WHITE RIGID PVC 0.055"17iK 6/8°X318'EACH END(EXT.TRACK) O.Ofi6°TKK. 4 3/16" 1 5/8" 1° 5/16° 15/16" 1 1/2° 1 5/16" k $ 2.3/4" U7 SASH COVER 17(#LAZING STOP-FIXED LITE 19 PANEL STOP J FRAME COVER Zr�—ll WHITE RIGID PVC WHITE RIGID PVC 1 3/8° WHITE RIGID PVC o v m 0.076"THK ! 0.070°ThIK 0.050°THK 5/16" 1/2" 9/16- m O 3 1/4° 1 3/8° Q POCKET COVER OPOCKET COVER a (EXT.TRACK) (INT.TRACK) BILL OF MATERIALS WHIT—RIGID PVC 0.07( ,rK. WHITE RIGID PVC ITEMS DESCRIPTION MATERIAL BUPPLR't, 06 f M c 1 MAIN FRAME WHITE RIGID PVC DOMINION °d d $ j 0.07W TM 2 SASH FRAME WHITE RIGID PVC DOMINION tt77 WEEP HOLES: 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLAS _ 3/4°X3/8"EACH END 114"X 9/16"MID SPAN 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC DO MINIO =---!W TIC �g 8 POCKET COVER TRA WHITE RIGID PVC DOMINION 1 1/18- 6 POCKET COVER .TRACK) WHITE RIGID PVC DOMINION PLASTI S 7 SASH COVER WHITE RIGID PVC DOMINION PLASTil3S 1 7/8° 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/101W REGENCY PLUS K 1 7/8- 9 INTERLOCK COVER WHITE RIGID PVC DOMINION PLASTICS' 10 ARTING STOP WOOD PT SYP G=0.65 MIN. @g INTERLOCK COVER O REINFORCEMENT 11 SWEEP LOCK&KEEPER STEEL TRUTH – WHITE RIGID.PVC SASH FRAME 18 FIXED MEETING RAIL 12 2 WOOD SCREW(INSTALLATION ANCHOR MEL 0.070"T HK. MEL WHITE RIGID PVC . 13 1/4°TAPCON INSTALLATION ANCHOR ITN 0.050"THICK 0.086"THK. X 1 1/2°DRYWALL SCREW — R�er.a .PX- Fy=30-50 SKI 15 WaW OA INSULATED GLASS(SEE GLAZING GLASS EDGESEAL flwft P.B.NO'' 15/16- Fu=37.6-88.7 KP31 DETAIL ON SHEET 3) 18 1 SIKA FLEX 562 SILICONE 31KA -- 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC DOMINION PLASTICS T- 1 3/4- 711 6"J 2 3/16° 18 MEETING RAIL WHITE RIGID PVC DOMINION PLASTICS 3/4° 19 PANEL STOP/FRAME COVER WHITE RIGID PVC DOMINION PLASTICS 20 INSERT-FIXED PANEL WHITE RIGID PVC DOMINION PLASTICS " 10 PARTING STOP @REINFORCEMENT 21 FIN3EAL WEATHERSTRIP VINYL ULTRAFAB 22 ON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS F-NG'G PTIf P10d"� u a / 23 WLT LATCH 6�7J8 WOOD FIRED MEETING RAIL 2 1 16° VISION IND. STEEL L4 WEEP HOLE COVERS PLASTIC RO-MAI 0.050"THICK ® POCKET INSET zs Fy=3o-so KSI FII>;ED PANEL REINFORCEMENT MEETING RAIL 15 GA STEEL ALLOY 100811010 REGENCY PLUS INC. FaPe ft2M � Fu m 37.5-68.7 KPSI WHITE RIGID PVC " A-A1008A/A109 PROMICTRWAM 1 1/2° �_ 0.060°THK. m 8t dit 15/16" 13/16" BY 5/8° I---� — I 3/4" 1 1/8- -IMI� RS RM, ................... ........ ...... ....... MM IAM!• MIAMI-DADE COUNTY Ur�►W PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PMU) Miami,Morlda 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA �vwvv.miamld ov! 'ra awstin n ustries,Inc. 8501 NW 90 Street Medley,FL 33166 ►S`COPE: 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 a High Velocity hurricane Zone. DESCRIPTION: Cliff Extruded Aluminum Tube Mull ion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT:Drawing No.LAW ML-1001,titled"Aluminum u - u o eets through 10 of 10,dated 0027/10 with revision A dated 01/25/12,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Mi4mi-Dade County Product Control Revision stamp with the CN tance number and expiration date by the Miami-Dade County Product Control Section. I.E IMPACT RATING:Large and Small Missile Impact=;etlaDme LABELING:•Each"unit bear a permanont la a ran e u 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. TERNIINATION 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#10-0610.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA Na 12-0127:07 M ; ourrrY Egpfratlon Date: May 30,2017 ��l�� Approval Date:'March 29,2012 I Page 1 i • Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions"Sheets 1 through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1714,dated 8/27/02,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA#03-0225.0; 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1716,dated 8/27/02,signed and sealed by Rafael E. Droz-Seda,P.E. r (Submitted under NOA#03-0225.07) 3. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-024071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted underNOA#03-0225.07) 4. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F11-1383, dated 2/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#02-0501.05) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.Drbz-Seda,P.E. (Submitted under NOW 03-1225.06) •� e2lf 6 Mann Per ' Product Control Exa er. NOA No.12-0127.07 Expiration Date: May 30,2017 Approval Dater March 29,2012 E-1 " Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNnNVED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.;Test Report No. HETI-02-1717,dated 8/27/02,signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under.NOA#03-0225.06) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1376, dated 1/31/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 05/17/10 and updated on 01/25/12,prepared,signed and sealed by Thomas J. Sotos,P.E. 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. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-201 0,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2, Statement letter of no financial interest,dated May 20,2010,signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02,issued to Lawson Industries,Inc.for their Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement--L.M.I.,approved on 10/06/10 and expiring on 05/30/12. Manuel PpftjP.1L Product-Control krAhier NOA No.1244.07 Expiration Date: May 30;2017 Approval Date: Mardi 29,2012 E-2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT s AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE s ANCHOR/CLIP ANCHOR/CUP COUNTY APPROVED IMPACT AND NON--IMPACT PRODUCTS. GLAZING HORIZONTAL MULUON PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS ANCHOR/CLIP HORIZONTAL MULLION USING MULLION PROPERTIES ONLY RODUC $ GEN del .. + N al � 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WTI Ii THE REOWRdAENT3 OF THE FLOM BUILDING CODE 2010 ElMT10N NNCLtmINO z R 61 VERTICAL + N HIGH VELOCITY HURRICANE VERTICAL B PRODUCTS USED WITH THESE MUWDNS MUST MELT THE C MULLION MULLION ^ APPLICABLE FLORIDA 6100. CODE X115 LE:LAND LORD.Y/ATER Ge` t! v NFXTRATIOAL FORCED ENTRY RMWANCE,SAFEGUARDS ETC. B 3 MULLIONS ARE APPROVED FOR DAPACT AND NON-WALT APPUCATM O INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. I GLAZING GLAZING GLAZING � � . GLAZING � w � Ne PRODUCT PRODUCT PRODUCT Ia $ PRODUCT BYSTY OTHER MUST eE ANCHORED PROPERt.Y TO TRANSFER S S.ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANgtORS , EMBEDNIX TO BASE MATERIAL SHALL BE BEYOND WALL ORESSNO OR STUCCO. ... ANCHOR/CU IL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OEUAILS,. . r• p ;z'.` ARE NOT PART OF THIS APPROVAL 7.A LOAD DURATION INCREASE IN AVJ XABLE STRESS IS USED IN DES=OF W000 ANCHORS ONLY. •„ � B.MATERIALS INCLUDING BUT NOT UMITED TO STEEL OR METAL SCREWS; . W1 W2 W3 THAT COME MW CONTACT WITH OTHER 03519 AR MATERIALS SHALL MEET MULLION SPAN MULLION PAN THE REOIARd�iJT$OF THE 2010 FLORIDA BLOC COOS-SECTION 200384. �. W1 + W2 + W3r WIDTH (W) MULLION & CLIP NOTES: ' 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. = � ANCHOR/CUP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS " HORIZONTAL MUUUON 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET ° S 4 OF 10 FOR DETAILS AND NOTES. GLAZING • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS . .!%'� PRODUCT 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS ' VERTICAL 6. 7, 8. & 9 OF 10 FOR DETAILS AND NOTES. MULLION +N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS'> z $ GLAZING GLAZINGzd PRODUCT PRODUCT GLAZING GLAZING 0 PRODUCT PRODUCT VERTICAL "' k ANCHOR/CU MULLION Tm $g ANCHOR/CLIP ett ttt # y eeQ��2.••NNN•M�4%�I',O Wl W2 i �IOV 0 W7 W2 g W • W MU N SPAN h 6 PRODUCTRBVTSBD �L WIDTH (W) A WI + W2 [WIDTH (W) = WI + W2 2 2 DE !7 � 1. TYPICAL MULLION ARRANGEMENTS a Ib90 a85 .156 TYP. '� aEs 3000 1,500—. Laos amp OAS a1s 122 I me .185 tog fD 3000 ass I 2 X a 1YPM AI Goes 113E ESE x500 STD. TUBE N66)01T FRAMIE <n V 2x MULLION CLIP ssd Q 8083-TB Imp a0E tA00 a5B p7g - LOBE 1189 = laM 1-062 'L• 1' 6=0 2 X 8 CUSTOM MULLION 1 X 3 1 X 3 1 X 2 1 X 2 w SUSTOM MULLION CUSTOM MULLION CUSTOM MULLION MULLION 608346 6063-T6 600-T0 6083-T0 o93-Ts Ixx: 2.070 fit bt= 1.000 ink 1x0: 0.950 hi bac 0.370 0 IIOC 0.33D Ine c ° c eoo0 Sxx 1.035 ins S= 0.987 hs Sxx: 0.633 h� S= 0.370 ins sm 0.330 u,? as (FLANGE (FIN FRAME) (FLANGE FWAID (FIN FRAME) (FLANGE FRAA* o ® @ IV.STANOA L -.12'ALMPE8 E.�O 1.�0 ALLOY-600-76 10S � .130 GLAZING PR O MILT TWICAL aE4 10� yy am 485 fZ• '.¢ . n LWO . p�00 aas EYSO Imp .�: aEas;.. amp B� aES amp 4.500 pp a IX-MULLION CL 2.000 3000 amp � X63--TO _ A p MULLIONS CbNTAINING m ` AF MULLION STO. TUBE eel- tflN sm. um MULLmm a $ NOTCH ~ TYPICAL GLAZING PRODUCTS 6083-70 SO03-T6 SOC.-To MM9NAL L=2 X 6 2 X 4 2.070 in4 Ixx1 0.950 Tns b01: 0.330 I HORIZONTAL OR VERTICAL STD. TUBE MULLION STD, TUBE MULLION �: 1.035 b4 Sxx 0.833T 330'ins c a SEE OR aPamavat FOR 6pg3-T8 e083-T6 FASTENERS S M AND SPACING 'I7 hoc a2� h4 hoc 2.980 in! A0°6�' ` Sxx 2.780 iM! Sxx: 1.490 CLIP LENGTH RECTANGULAR-ALUMINUM =cm >bULL ,.�. INSTRUCT10N5: USING MULLION PROPERTIES ONLY � y USE CHARTS AND 6MIS AS FOLLDiV3, I X 2 L688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ®00 fjj N•"""'•.'V/ �s STEP 1 OErOWE DESIGN Law REMMED MR MITIC AR oPaaHa AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ,`O,•', '•,b��oe 1 X 3 2b88' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. • e LL b.y,11g NOTd1 I X 4 3.688• ' exam PROOUCTB MEETING Agave oRnmauAl 2 X 4 3.688' STEPS USE CO ONION TO MULLION AS PER v>mwxT * �t Z APPRIMOL'N M 2 X 6 5.688' SLED 5m 8 11.. RE TO THE GENERAL NOTES ON SHEET' `O �:•d Pi Co. I11ai6 CHARTS ON SHEET 3 OF 10 SELECT MULLION� IEO R10 FOR BUILDING CODE COMPLIANCE. •'• ��e 1. ALL CUPS AND ANGLES ARE TO FIT STEP TATH Do"WIND MORE THAN omm LOAD 9PE�" SNUG O1T0 TUB MULLIONS IN STV I-pe{> ... ,... 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANCLE CUP 2. WHERE ANGLES ARE NOT FIT SNUG osam (+E$oN'SHI e�Ry Y AbmtlArng HORIZONTALLY. INTO TUBE MULLIONS SEE OPTIONAL ; ON SHELT9 $EIECr AnuxroR'm+E ivDFl OFSmN RAmm' 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2mla � ANCHOR DETAIL AT SHEET 9 QF 10. MORE THAN THE DESIGN LAWS SPE00T60 01 SIFT 1 ASOM ARRANG 34ENTS OR STACK CONFIGURATIONS. Q 38.318" 48 5T" 23.6 64 2D.9 60 14Q8 18.8 Be 84 17.1 72 4D9 15.8 78 54 18 48.3 24 83.0 34.8 30 do 27.8 38 232 42 1024 9.9 48 83" 17.4 54 3D.7 16.4 60 Ti 6s 72. 40.7 F 78 18 GLUM F;;PRO DUCT 74-014" y PROWCT .� 3 48 GLUM G GLOM 4B. 882 14Q8 4E 84 988 4D9 EI88 1282 54 38.8 83.0 1127 6c do 334 48.1 1024 M 72 3D.7 44.1 93.9 Ti .78 28.3 40.7 88.7 W 0 18 or 37.7 F 82.1 1193 160.0 it 0 24 282 81 88.7 16010 2c 0 30 22A 49.3 71.0 1so.0 3( 0 36 18.8 41.1 59.1 143.8 1 3E 0 42 let 35.2 50.7 1232 0 46 3D.8 443 107.8 1 4E 0 54 27.4 394 95.8 & 0 80 24.8 35.5 862. 8c 0 - 72.4 323 784 M 0 72 20,6 29.6 71.8 72 0 78 9. 27A so 9 74 p 18 108° 28.5 67.7 83.1 150.0 11 0 24 18.9 43.3 823 15QO 1 94 0 30 18.9 34.6 492 1383 x 0 28.8 41.5 113.6 38 42 24.7 36A 974 42 0 48 21.6 31.1 852 48 0 84 192 27. 76.7 64 D 17.3 24.9 8812.4 1 Eo o Ei8 15.7 22.7 so D 72 20.8 72 D 78 - 182 y PROWCT .� 3 3 GLUM G GLOM PRODUCT P PRODUCT jl TYPICAL MULLION ARRANGEMENTS macRM O i°ncc O"SKYE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) AN 120" aaa aaa® isaa� a�■aa aaaa aaa® aa�a� aaa� aaa� aaaa aaaa �aaa aaaa aaaa 0000 �saa� aaa� aaa aaa aaaa aaaa aaaa aaaa aesaa a t4�s�s�ssssss#Islss�� a I ; v ; Bc i I Y �c d z ; � @3 i S o s ' o s � � s fa I.." a I ; v ; Bc i I Y �c d z ; � @3 i S o s ' o s � � s fa I.." 4s90 aa5 a6a .me tz 3m t LAOS ..000 .115 2 X 4 '0 t�F9nuE $g � O 2X MULLION CLIP m aos X56 lo8i z 6983-T6 2 X 6 1 X 3 13a NOTCH �'• 6.040 i X 4 1 X 4 STD. TUBE MULLION 1 X 3 I •L• - OPTIONAL •MULLION 1 X 3 0083-T8 CUSTOM MULLION la r 6083-T8 CUSTOM MULLION �T8 S -. ♦ , -. , Ixx: 2.166 tn4 Ixx: 09 in BtrG 4.709 tn. Ixx: 2.168 in 3 IO:: 89 0 2.355 trt Sxx: 2-.4 in? Sxx: 1.445 I,? Sxx: 1.aaS in. • 1.479 In? • ® a000 FRAMES (FLa=MAU* (FIX FRAM �,• ° � sfANDARD T118UTAR SHAPES as d IV.WALL. 12.5'ALL ALLOY.600-TB .750 0 TYPICAL . QA20ICi PRODUCT J80 x,008 ••a-5, W .� � ' a� L828 yk, � r1a ssLS �... ,.Sou Q 00 In IX MULLION IP 3m 4 Q00 3589 e; IONS CQNTAININQ �8>�3-T8 LAO] ,,. 8 C8] w• NOTCH 'i.• C♦x8.♦ ODD• O I ' PROD=B �Flmlds 0 o SEE WINDOW OR DOOR APPROVAI.FOR 2 X 6 2 X 4 A. FASTENERS SIZES AND SPACND STD, TUBE MULLION > 8063-TB bMI9 bn:: 7.649 b1'. & �1. ��. CLIP LENGTH 549 to Sxx: 3.825 In? A A CTI\TI 1MULL X 2 1689• u lawns AND aRIY�As FOLLOWS USING I x 3 2b88' DETER BESldrt LOAD REQUWED FOR PARTRSRAR OPENNS THESE AND CAN BE USED WITH ALL LAkSON Sldi IhAPE T 000,`0`4.•a�� Q mu USE APPROVED MAZWO PRODWIS ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 69 iy NOTCH I X 4 3.688' mss. i p1 OPTIONAL 2 X 4 3688' TO IOALION AS PER P== .NOTE J25 MIN. 2 X 6 5688• �SPECRY HA10MI m�SPAm 1. REFER TO THE GENERAL NOTES ON SHEET • W a�+��° 2.00o:• USND awns ON SHEET 8 OF 10 SELECT MULLION RM 1 OF 10 FOR BUILDING CODE COMPLIANCE. v SNUG W 0 TUB MULLIONS. TO FIT _$ y T s� 2• HORZONS MAY Y. BE ORIENTED VERTICALLY OR �O�i�jtl,'•* ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG OSNII ANCHI �YA�Ott SNEItI'8 THRU 8 ANO ANCltOR CffARIS 1 INTO TUBE MULLIONS, SEE OPTIONAL STEP oN SHEEr B,SfldCf AN 01 TYPE WHH OES'I=RAT=IO 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 8.000 Bos3-re ANCHOR DETAIL AT SHEET 9 OF 10. =E�TB I 00=LOADS SPEW IN STEP 1 ADM ARRANGEMENTS OR STACK CONFIGURATIONS. 9, Q • i BTEEL REINFORCED TUBE MULLIONB STEEL RE INFO 8D TUBE tAULUON STEEL REINFORCED TUBE MULLIONS Wldtil W MULL SPAN, 1X3 1X4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X8 �` @ 1 50.0 1 160.0 60.0 150.0 18 150.0 9 160.0 150.0' 1 44.0 95.7 150.0 180.0 y 24 .0 150.0 150.0 150.0 24 139.8 .0 160.0 150.0 33,0 71.5 116.0 16010 30 160. 150.0 160.0 160.0 0 11 180.0 .0 50.0 30 28.4 67.4 93.2 180.0 38 160.0 150.0 150.0 160.0 36 .0 180.0 150.0 180.0 S8 22.0 47 77.7 160.0 42 150.0 60.0 180.0 950 0 42 7 60. 16 .0 150.0 42 18.9 41. 88. 16010 v 9 48 38-318" 80.0 1 0 150.0 180.0 48 74414° 68.7 150.0 160.0 180.0 48 120° 16.5 3S .9 ,3 148.7 64 160.0 160. 180.0 150.0 54 .0 34 8 960.0 80,0 54 3 .9 81.8 133.1 50 150.0 60.0 160.0 170.0 .@ 1 .2 0 _ .. 15 .0 180.0 80 3 48 8 19.8 88 160.0 160.0 160.0 80.0 88 7 110.1 50.0 S8 z 180.0. 8 2 1 2.4 108.8 z 72 80.0 160.0 .0 60 0 72 48. 0110 180.0 160.0 72 23 9 9 99.8 $ O 78' 160,0 150.0 1 0 150.0 8 42.9 83 2 150,0 160.0 78 - 22.1 36. 92.1 s 18 150.0 150.0 180 160.0 18 28.4 50.0 160.0 160.0 18 93.1 71.9 118.8 160.0 24 150.0 160.0 160.0 150.0 98.3 150.0 160.0 180.0 24 24.8 53.8 87,8 160.0 30 180.0 150.0 160.0 60.0 30 77.1 :0 160.0 160 0 30 19.9 43.1 70.1 180. a S 38 150.0 150.0 180 0 150.0 36 642 1 S 150.0 180.0 38 18 6 35 9 68. 0 42 150.0 160.0 150.0 60.0 2 55.0 119 150.0 160.0 42 30.8 60.0 8.5 48 80.818" 150.0 60. 150.0 1 0. 48 84" 462 104.8 150. 1800 132" 27,0 43.8 1 S 64 1 50.0 160.0 180.0 16 84 42.8 83,0 150.0 980.0 84 24.0 98. 10 0 a so 1 SO 0 160.0 50.0 0, 8o 38.6 83,7 35,9 150.0 60 21.6 .0 0. a os L 3' 147.7 150.0 180.0 50. 68 35,0 x78.1 1 .8 72 735,3 160.0 160.0 150.0 72 32.1 89.7 11 0.0 72 - 18.0 29.2 76 78 924,8 150.0 150.0 160.0 78 29.8 64.4 104, .160.0 78 - 18 28,9 892, C 18 160.0 160.0 180. 180.0 18 88,0' 160.0 1S0. 980.0 18 26,5 .4i 80.9 150.0 w 24 150. 160 0 1 0 150.0 24 84,6 140.1 9 .0 150.0 24 19.1 1,6 7.5 160 ' 30 160.0 150.0 1 .0 150.0 30 61.6 112.1 50.0 b 30 18.3 33,27. 64.0 138.8•'. • 38 150.0 180.0 80.0 150.0 43,0 93.4 150.0 80.0 38 27 45.0 42 150.0 160.0 150.0 150.0 3869 BO 130.1 1 0.0 42 23.7 38.8 99,0 48 57° 180.0 X16O.O 180.0 150.0 48 98° 32.3 .9 113.8 16 O 48 144" 20,@ 33.7 88.8 64 137.0 150.0 160.0 84 28 7 82.3 1012 180. 64 18.8.' 30.0 77.0 80 123.3 150.0 180.0 80 26.@ 68.1 91.1 150.0 80 16.6 27,0 89,3.:• 66 112.1 150.0 150.0 61.0 8Z.8 180.0 16. 24.fi 83.0`72 102.8 150.0 150.0 72 1.6 48.7 78.9 150.0 72 - - 22.8 57.8 8 8 1 .0 150.0 T8 18.8 0. 0 78 - - 20,8 & $18 160.0 150.0 150.0 18 60,4 131 60.0 150.0 18 22,8 49.0 79.8 180.0 ' y 24 1 50.0 150.0 160.0 45.3 98.4 150.0 150.0 16.9 38.7 69.7 150. $30 150.0 960.0 150.0 30 38.3 78.7 127.8 50.0 29,4 47. 122 38 160.0 150.0 160.0 36 30.2 66.8 106.8 150.0 38 24.8 38.8 1022 42 130.5 160.0 150.0 180 0 42 25.9 06.2 OIA 180.0 42 - 21.0 34.1 87.8 48 83" 114.2 150.0 150.0 160.0 48 108" 22,7 49.2 79.9 150.0 48 160' 18.4 28.8 78. 64 101.5 160.0 180.0 1 160.0 11 84 20.1 43.7 71A 150.0* 54 16.3 28.6. 88. 80 91.3 160.0 160.0 150.0 80 18.1 39.4 84.0 180 0 0 23.9 61.3 88 83. 160.0 150.0 150.0 88 18.5 35.8 68.1 147.0 88 21.7 65,7 $ $ 72 7a.7 142.4 160.0 160.0 72 16,1 32.8 63.3 134.8 72 19.8 51.1 78 70 131.4 180.0 150.0 78 30.3 49.2 124,4 1S,4 47 2 - HOPoZONru MVI160N l9%S vEarxa ,yyyy -as3�1 TYPICAL MULLION ARRANGEMENTS ov®°°�Ofb•'..........OoPiPO MULUON ARCHO M BE 09=1100 djsj� U.A;1.WT.T. z B�IBB RECTANBIAAR BNAPE °p * ,A PRMUCT PROD= MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCPRBVIS9D W. OtnzwB G AZ= VERTICALLY OR HORIZONTALLY. mamppS71ga1BttlieR o Ok. PRAZW PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) A e 1 w2 WIDTH W Wf`6 t M ON SPAN ( ) e 2 Fiad� A t 1/4- MIN. s/te•T^vc°">s MIN. EDGE DIST. / t-t emd 600D PENFTRAT�N s/Ttr T 2-3/18" CONCRETE OR IST a PER CLIP p ON BALa1 6wOy '-'�• ' °�ODt 4° 4OLLOW xx a/te•UPCONs 5 1a TAPCO is 3/4" t s4araa CLIP(a ty t a/a•wm yet vyq I 1 t .i• :'. .'t '•: M� d.• t'.. M y � CS I . i � i i , •1 ' ��v � rn �� =,i �� 2 7/1 8° i I g p 0 g t --------- a ttr Y� ,; 1x FlAATM CLIP Li I! �a x t MI . �i__; ; It ad I ppp00 BULK• I I I-^°_----°° ' 6000 P •� tx FlOAMNO CUP i i Qa x t C I f I I 11 t 1 I 1 1 1 1 C a 3/4°'MIN, s/,e•uPcros ANCHORS TYPE 'Q' (INTO BLOCK EDGE olsr. ,_,�•„ft saw t ,�, ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK „�tt a :. ,S^ ALL CUPS AM.MGM TO FIT.SNUG INTO CONCRETE OR BLOCK INTO TUBE Mt1LL10NS 1`x4` & 2°x4° MULL i TAPCONS MAY BE HEX OR FLAT NEAR. W. EDGE'rnST. 2-3/18"CONCRETE OR p, •. I I 4° HOLLOW a/Te'TAPCWG upcows 1;1a a er 1 1 1-3/4•l�Dl EMBFO aaro ra�Awr 1-1/4•IDAt FMBED BAD MrRr 1 I a x a x 1 2 PER CLIP(1 ON PACH WWO) 1,PER ANW I"---^^---- WOOD BUCK I I ALUM • .< a, '1 1 1 ALL CLIPS AND ANGLES TO FR SNUG •• ' • t; � a :� ��' a .. ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FIAT HEAD. 1 ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 1 I 1 1 ix ROmm CLIP I I �a x t . 1 1/4" MIN. 1.•1/2•UK 60011�PENETT a/10'TAPCOW 1 t i i 1 1 t-t/2'MW.WOOD PEWRATION I t 1 1 t I E E D a PER CLIP(a as rACtt tuuAO a PEB ANGLE I I 1 1 t t i� ANCHORS TYPE 'C' (INTO BLOCK) $ $gg *,s ANCHORS TYPE 'F' (INTO CONCRETE) , p ,• . '• 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK <��gf•''"«••*•'••�I�®O,i i i ii � '' atid'•�'� a'' • 1 1/4° M , , , , p ` rLOlLtsm CLIP I I 212 x t + ' 6C)AC�fTJw JL ' Dme ANCHORS TYPE W 4 ANCHORS INTO WOOD ANCHOR LOCATM e ? a -' f MIN. EDGE DIST. s/1s•wCoNs 2-3(16« CONCRETE OR 1-3/4•MSN,BLIND INTO MASONRY 3—M3N4' CLIP LENGTH a 4 HOLLOW BL 4 TOTAL(2 ON EACH"NO • 'v I x 2 1.688' Q :Y.; •' t• . 1 ` `�.. '•' .::J.' n 1 X 3 2.686' ° ;. ; •i— ti i •.,:t i a I X 4 1688• got & 2 X 4 3.688• a 2 -7/16« ; ! j i 2 x 6 5688• ° MIN. 1 2.4 m 2i8 M.Q 1 1 1 ,� 1.ALL CUPS AND ANGLES Ate TO m ` 1 i 2 x a x 1/4• SNUG INTO TM MULLIONS. N2 8= 0 ------------_-_� J L ALIAI Am 2.WHERE AtNGU:S ARE NOT FIT SNUG Zd s o INTO TUBE MULLIONS, SEE 0 To i i i ANCHOR DETAp AT SHEET 8 OF 10. SMa CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 CHAVNINU TIRIE MILLION a1 J4 WITH ALKAU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WHITE 1ETriACRYIATE LACQUER. •_ MIN. EDGE DtST. ------- ------- a 2-3/16' CONCRETE OR 4• 4` HOLLOW BL 012 F.N.SJN.S 1/6• LNNM TO Frt INTO MULLION j i TUBE MULLION }, '�° gC .. •r•f '•t• \ZS TUBES MAY aE NOTOiE6 = 1 e••••� a AS CLIP TO At10M aNSaIIATroN t :;' •,� 16 LOCATION OF SCREWS CONNECTING •• 'i" C�A10.1t A"M AMY i. ANGLES TO TUBES WHERE ANGLES ' g14 FM 81� ARE NOT FIT SNUG INTO TUBE g MULLIONS.' i i i i AtxFSS NOLE 1-1 9E O / ( 3 1 t 1 S B°2 w ;. s/1s'TAPCM 14 sAts I 3° 1 cs 4'. V-3/4-MW.EMBED INTO 6tlSpNR'f p At�IE j ,1 .2-PER ANGLE 1 1 1 t t �i.:•:ri: Az x 1 • 2NSTALLFd aN�Epa11ER A 0.ow BE I /12 FH SUS = t W 1 3 O+ i ORNL'I�NI 1. R LIP MIN. 1 • �' tM : 1-3/4•x 2'x 1/B"(FOR 26Y & g . •~�•.� .: n 3/4• 1/6'fOR(taY� 86 8 R ''ro M CUf TO FR SNUG WK TUB 0 ANCHORS TYPE 'I' us METAL TO METAL CONNECTION Qt O G .•¢'• { USE CHARTS FOR ANCHOR TYPE h'To VERIFY CAPACITY OF com\wnoN * c O >+ . '.• � R C err 3 3/4« AU CUPS AND ANGLES TO FR SNUG BA mnoeNo b��•'•••°°.. 1,3/4" MI TCONSEMAY' OR FIAT HEAD. DDB O. OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK Ih11 C A j MIN., DIST• SJt8"TAPCONS MIN. EDGE GIST. 2-3/16. CONCRETE OR 1-3/4•MOL EMBED OM MASOMWf 2-3 16"CONCRETE OR y 4° HOLLOW BL K 2 PER 1 �t Fnct1 rw 6/tb'TAB 4 LLOYY B 5118'TMrx" S/18'UPCo s 1� 1-3/4•A@f EMBED YA 3/4 1-3/4• fiYBE0 MASONRY 1-3/4°ML EMBED IMO MASONRY rap O .t: ... •t ,• 1 4 PER ) 2 PER ANGLE IO •�•i \ ••• ,7. •.'?• ,er ar:•v; '°'••'.• •' d' •r••;p• ,e ••os. •' < O . . ..., �t. •t :f•. M •1••�r,;• •a.i t,•••.. fi•4• it. I• a a• '•..• .• 'R d �* .�� :•I •�,• �� t• �°" •� a~•• ••r• �� q ,. It Is L_J CIE I I I 1! CONCRETE OR I $ COON o• iR O 1 1 . -� t 1 2x2x1 _ ._; T 1 2x2x 1 CONCRETE OR FLO mw um 1 ALMA Axd,E \ -^ 2 7/10 1 I I AuR1/WmE •' w a .i 3 1/4° ..e. r•e - MOLL MIN . ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCKS 4 e ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE)' s 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1x4° & 2"x4° MULL < H ao • N--------_1 ALTERNATE 1 I A==LOGO= a MIAL MULL 4 1 I I I ZF LOAMIS CUP------------ CONC E • r o �2 •• '�.••a . .• y• ;.j i.••as •'Rw n�r •1 .1,' •L, , q 5/18•TAPCONS .i• :.• +.. •ra,.•P••:: '• •f•d y >a 1-3/4•TWO.EMBED iN10 MASONRY pp . 2 PER CLIP(1 ON EACH 1410 5/18'TAPCANS '2 1 ' i 1-3/4•MIN.EM�D WO MASONRY i 5 i It i �1vFA iufwE a PER CUP(2 CN Fi1CF1 WDID) e 1 . 1 h 1 $a i � ` t i i \� eve♦�O�••'M"a�`��Qoio 1 i ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. 1 °. Ns'.' •7^ :• s TAPCONS MAY BE HEX OR FLAT HEAD. Owftw " ! :`•t CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED]AIxeWo 5/1•rAPIbNS WITH ALKnU-R •C-O�A�NGy4, SU4 1 QS �ITUAITINOUS PAINT OR . 1-314•I@!.EARED SRO MA 11 4YAtER-WHITE MIE7N�L'n� ++ _ pI I Is ' 1 PER ANGLE 1a , I, MIN. EDGE.DIST. MN. EDGE DIST. 2-3/18"CONCRETE OR 2-3/16° CONCRETE OR 4'HOLLOW K 3-3 4 8/�s•UPCONS a .. 4° HOLLOW BL 3-3/4° s/18'T N ° t-s/4'ua Edo utto +r Q MIN. 1-3µ'WL ENBL9 DIM moss R1 MIN. $ y 4 PER CLIP(2 ON EACH MM 4 PER CUP(2 ON EACH Wm) A. CLIP LENGTH •G v 3 2 X 4 3488' 2 X 6 5.688' z 0 lay.- 1-3/4-R DN EACH!C•Xi) WDOD BI7CK 7%8 MUU. 2X8 NULL • �I 8/18'1APCONS _VASONW 1 1 4 PER4 CUP ECH UM) .� LA 1 ----------------------------- ' 1 3/4° MIN. ----------------------------- 1 3/4' i 3/4' •, _ = MIN. cs P Q' { + + axs MULL CLIP LENGTH 2X8 Mw p. 2X8 MLU �i .l G +(p,044s .� at j 2 X 6 5.688' ,• •�t 4 zo � J•' 3-3/4tl • S 4 4 q MIN. s 11/16° AL CUPS AND ANGLES TO FIT SNUa ANCHORS TYPE 'E' (INTO BLOCK) ,. $ TAP COON MAY BE HEX OR FwT Heap. ANCHORS TYPE 'H' (INTO C CON RETE) ANCHORS TYPE 'E' (INTO BLOCKS 4 ANCHORS 11-RU IX BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK Mull SHOWN ANCHORS INTO CONCRETE a BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2`X8'MULL SHOWN VWER-WHITE UETK4CRYIATE LACQUER. ,,,0�••NNapy :�j oj4i pO� p J. .j W * F• DVA FlodQs '. Q• ,p 6 O 38 318 GDO .11 40 1 47 l•`] 74114 84 Be 108 ^"CHWcup r rai MULL= ANCHOR CLIP NOTES: HORIZONTAL MULLION SPAN mGFMFNTS 1. FOR CUP TYPES AND ANCHOR-CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 120 132 an 180 ©000�o�■or�n T(rr- iI� ©0�0�000 CLAM mm0000m mm"'cup: ©o 000000000 HORIZONTAL MULLION SPAN mGFMFNTS 1. FOR CUP TYPES AND ANCHOR-CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 120 132 an 180 ©000�o�■or�n iI� ©0�0�000 mm0000m ©o 000000000 mm ®■Eamomoo o ©om000mm ©oo�mommo omo..� ®oo ©o ■0000000mo moor:�oomoo ©odc�oo�oo: 000mm0000 m00000000 mom0000aoo oommmmm�m 000 ©m�,_�omm 000�■or�mo© 000�.m�000 0000r� mmo mo�aa0000 m0000e�o ©o ©�00��700E� ��DOVF.J�7�V0 "E7ImommmH30W3 0 DD ©m0E =��mm0 �11111� "7�1�II�©1111�� 0 n � R K R m � s o � g Ap 'v �;&� 1 1 Ig 11A Ii Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-201837 Permit Number: WS-10-13-2409 Inspection Date: December 13,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SONDE, KENT Work Classification: Window/Door Replacement Job Address:960 NE 92 Street Miami Shores, FL Phone Number Parcel Number 1132060060110 Project: <NONE> Contractor: STORM TIGHT WINDOWS INC Phone: (561)922-6747 Building Department Comments REPLACE 15 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed �e Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 16,2013 Page 1 of 1