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HomeMy WebLinkAboutPRODUCT APPROVAL 398 E Dania Beach Blvd. BUILDING DROPS +ile Copy Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578r � //�i 954.744.4738FX V `6 contact@buildingdrops.com REVIEWED FOR . Product Evaluation Repo DE COMPLIANCE LUCRE COUNTY Of BOCC. Air Master Awning, LLC Single Hung Window with Insulated Glass HVHZ Impact Rated for Florida Product Approval Report No. 5044 Current Florida Building Code Method: 1—A(Certificate Method) Category: Windows J Sub—Category: Single Hung Product: Single Hung Window with Insulated Glass Matedah 6063-T5 Atuminum Product Dimensions: 53.125.'x 76" Prepared for: Air Master Awning, LLC Road PR #2 interior KM 56.7 Barceloneta, PR 00617 Prepared by: �•'��S F.• O Hermes F. Norero, P.E. ��;.\ • RF,p Florida Professional Engineer#73778 : O Date:08/23/2017 _ *, 7 Convents- �C) Evaluation Report Pages 1-4 lSS'/ •NA1-��.1C O Hermes'e!tJldk►�o,P.E. Florida No,73778 BUILDING DROPS A Perfect Solution in Every Drop! Date: 08/23/2017 Certificate of Authorization:29578 Report No: 5044 Manufacturer: Air Master Awning,LLC Product Category.: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Single Hung Window with insulated Vass HVHZ Impact Rated Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Air Master Awning,LLC based on Method 1a of the State of Florida Product Approval,Florida Department of Business&Professional Regulation-Florida Building Commission. . Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code.- See Installation Instructions AIR015,signed and sealed by Hermes F. Norero, P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond.wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant , covering. 4. Site conditions that deviate from the details of drawing AIR015 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions AIR015 for size-and design pressure limitations. Hermes F. Norero,P.E. Florida No.73778 Page 2 of 4 �. •� 1.d`,��ei<Ita: '-1 C.•"ia..`_ i).�j! :... 1 :_,. ... �a_ . . .. •. .%Ci , r_ e,.-r ;.' '''i5-,�j;.j-�.11 � a- -. �' `lc,., u_ _ _�r"i i..•< _:'�.4.'.�i_'•. r t,}.;n` .%.1 i-t a .1"� �-tsi. ' i :-i _'1., .'`ii ... 'f'. •- � fi:l ai �;(: .ti�:7 .-_};tl�..'+: r. r' .4.6.1it�.h _ gar� il'. . •'�: Ik I BUILDING DROPS 017 A Perfect Solution in Eve DropI Date: 0 o: 50 4 Certificate of Authorization:29578 Report No: 5044 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a program audited by and approved by National Accreditation and Management Institute(FBC Org.#:CER1773). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: . 1. Product Testing performed by Blackwater Testing Inc. (FBC brganization#TST10394) Report: BT-AM-15-002B; Report Date:07/20/2015 Signed and Sealed by Yamil Kuri, FL PE#44726 2. Certification Agency National Accreditation and Management Institute (FBC Organization#CER1773) 3. Material Certification Miami-Dade RER—Product Control Section Saflex CP Interlayer by Eastman Chemical Co: Hermes F. Norero, P.E. Florida Mo.73778 Page 3 of 4 BUILDING DROPS 3/2017 A Perfect Solution in Every Dropi Date: 0 Certificate of Authorization:29578 Report Noo:: 5044 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. .For two by(2X)wood buck substrate(Min.S.G.=0:55), use#14 Wood Screw installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete (Min.f c=3000 psi)or hollow block or grout filled masonry(Conforms to ASTM C90)substrate where one by(1X),non-structural,wood bucking is employed,use 1/4"diameter Elco Ultracon anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to installation instructions(AIR015)for anchor spacing and more details of the installation requirements. Design Pressure: DESIGN PRESSURE RATING OVERALL SIZE DESIGN PRESSURE MISSILE IMPACT RATING 531/8"X 761" +/-73.7 PSF LARGE MISSILE IMPACT r Hermes F. Norero,P.E. Florida No.73778 Page 4 of 4 NOTICE OF PRODUCT CERTIFICATION CERTI- ` } CERTIFICATION NO: NI013194-RI DATE: 05/17/2016 CERTIFICATION PROGRAM: Structural z COMPANY: Air Master CODE: 2142-1 REVISION DATE: 07/22/2020 To verify that the"Notice of Product Certification"is valid;please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Air Master Awning,LLC Series"Single Hung Window Road PR#2 interior KM 56.7 With Insulating Glass" Barceloneta,PR 00617 Aluminum Single Hung Window Configuration:O/X Glazing:IG-3/16 Annealed Glass/1/8"Annealed Glass/0.090"Eastman Chemical Saflex CP PVB Interlayer/1/8"Annealed Glass Frame: W1349mm(53.13") H-1930mm(76") Sash: W-1314mm(51.75") H-913mm(35.94") DLO: W-1211mm(47.69") H-913m(35.94") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: ±3529 Pa(73.7 pst) Large Missile Impact Rated Product Tested By: Blackwater Testing,Inc. Report No: BT-AM-157002B Expiration Date: February 28.2022 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124/Fax: (804)684-5122 J AIR MASTER AWNING, LLC 4E AIRMAS�TER y SINGLE HUNG WINDOW WITH INSULATED GLASS _ (HVHZ) (IMPACT) FW:(6M)W-M1 FAX --m GENERAL NOTES: 531/8"MAX.FRAME WIDTH _ 1.THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED 4711/ll7"D.L.O. TOCOMPLYWRH THE CURRENT FLORIDABUILDING CODE(FBC), - INCLUDING HVHZAND HAS BEEN EVALUATEDACCORDINGTOTHE FOLLOWING: 3A at • TA5201-94 TABLE OF CONTENTS p ILL.2 Z• TAS 202-94 Z =O 0 • TAS 203A4 SHEET SHEETOESCRIPTION > 2.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, // GENERAL NOTES,GIAZJNGDETAIL, x= O g ym m STEEL,AND 2X FRAMING ASA MAIN WIND FORCE RESISTING O 1 AND ELEVATION VIEWS 2 Q2 c { SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED �n 3 Q c PRODUCT LOADS TOTHE FOUNDATION ISTHE RESPONSIBRRYOF G D E 2 ANCHOR LOCATIONS$INSTALLATION NOTES Lu w a THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECTOF 4 "Oo 4 3 VERTICALSECITONS INSTALLATION. 4 HORIZONTALSECHONS REMARKS BY DATE 3.1XAND2)(BUCKS(WHEN USED)SHALL BE DESIGNED AND LL ANCHORLDTOPROPERLYTRANSFERALLLOADSTOTHE _ C S COMPONENTS AND BILLOFMATERIALS 6TH FBC CODE CHANGE CL .1 STRUCTURE BUCK DESIGN AND INSTALLATION ISTHE W LYf 3 �/ _ RESPONSIBILLTYOFTHE ENGINEER OR ARCHITECT OF RECORD FOR 2 ' THE PROJECTOF INSTALLATION. 9 1 DESIGN PRESSURE RATING 4.THE INSTALLATION DETAILS DESCRIBED.HEREIN ARE GENERIC AND u.. / OVERALLSQE pESIUNPRESSURE MISSILE IMPACT RATING ����• MAY NOT REFLECTACfUAL CONDITIONS FORASPEOFlCSTTE IF O . SITE CONDITIONS CAUSE INSTALLATIONTODEVIATE FROM THE _ LARGE sR"'"'�"016 UB��110M10° 0E REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR "L 531/8"X76' +/-73.7PSF MISSILEIMPACT '��•' 91" 'm • p ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE aSi WIIHTHISDOCUMENTINNON-HVHZAREASINHVHZ AREAS,ONE h �O TIME PRODUCTAPPROVALTO BE OBTAINED FROM MIAMI-0ADE B L L L I I L lL 11/16'OAI.G.CONSISTINGOF �����, S.APPROVEDIMPACT m OTREQUIREDONTHIS 3 // 311VANNEALED, �� .E .. O PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. - _ 911E ALUMINUM SPACER, `� .;��•E •S+'' •�1 - 6.WINDOW FRAME MATERIAL•ALUMINUM6063d5 _ i/8"ANNEALED, N 7 7 O 0.090'SAFLD(CPPVBDMRLAYER * ? 7.DISSIMILAR METALS INCLUDING FASTENERSTHATMAYCOMEINTO SINGLE HUNG WINDOW ELEVATION BYEASTMAN, "D S A OF i Q'CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE FBC. EXTERIORVIEW 1�8"ANNEALED, %�O 0P•,:' w: 1 B.GLASS MEETS THE REQUIREMENTS OFASTM E 1300GLASS CHARTS. EXTERIOR INTERIOR SEE SHEET IFOR GLAANG DETAIL p 16 / \ FORINSTALUATIONOVER MECOMW 21m A smuco PLR n G FL#:SAF . REQUIGIAZING BEMENISOFTHEFBC FL21457 5/8"GLASS BITE 1 DATE: 08.23.17 \ 19 DwcCIL a F 6 N SSG4000 GE OR DOW 99S SCALE: NITSSTRUCTURAL SILICONE B"NEOPRENE SETTING BLOCK DWG.# AIR015 17 8 SHEET: . GUONG DETAIL OF 5 9 40 AIR MASTER xrndms and doors INSTAIIAMONNOTES: - PA.DMW WWAR ASTU osv wwwnmre�nianmia 6"FROM 133/4"O.C. L ONE(1)INSTALLATION ANCHOR FOR EACH ANCHOR LOCATION SHOWN. CORNER MAX P"'I6®IW74A61 rAclM71623AM L THE NUMBER OF INSTALLATIONU ANCHORS DEPICTED TALL MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 3 h. t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCES. p C) ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 3 C3 g C7 m PE 4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD Z S ? ' OZ BEARINGSHIM(S).MAXIMUMALLOWABLESHIMSTACKTOBE1/41NCH. =h�C S� LA_Cr SHIM WHERE SPACE OF1/16 INCH OR GREATER OCCURS.SHIMS) 2 i0 U tl 11 SHALL BE CONSTRUCTED OF HIGH DENSITY PLAS ICOR BETTER. _U m m Z cC I /a S.FOR INSTALLATION DIRECTLY INTO COfVCRETE/M/1SONRY,USE 1/4 (\� INCH DIAMETER ELCO ULTRACON OF SUFFICIENT LENGTH TO ACHIEVES w W 1/41NCH MINIMUM EMBEDMENT. . a 6.FOR INSTALLATION DIRECTLY INTO WOOD FRAME,USE 014 WOOD REMARKS BY DATE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 12/2INCH MINIMUM / EMBEDMENT. 6TH FBC CODE CHANGE CL 8.23.1 7.MINIMUM EMBEDMENT AND EDGE OISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,,FOAM,BRICK VENEER,AND SIDING. U rwrar�ua�nwumamo'a raw &INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE mc"vrem�namv+sEmau mxw�re - /� - OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION C) _ - RESISTANTCOATING. .k-I g _ 9.FOR HOLLOW BLOCKAND GROUT FILLED BLOCK,DO NOT INSTALL pA NyH _ INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGEDISTANCEIS ' /` IIIIIIIII MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. \\\�\1 O - - ILMINSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ` .• E..S�• 'A �i ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND V, ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS. C - THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 'O S A OF tr i 11.I11STALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED s O IQ? ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: i 6' FROM 101/2' O.0 A WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55 �I \� r r B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 300D PSI. C. GROUT-FILLEDCMU-UNIT STRENGTH CONFORMS TOASTMC:90 C_ORNER MAX WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT rsamM OF aen II CONFORMSTO ASTM C 476,MINIMUM GROUT COMPRESSIVE - � FL g' STRENGTH OF 20 PSL 00 SINGLE HUNG WINDOW ANCHOR LAYOUT 0. HOLLOW BLOCKCMU-UNITSTRENGTHCONFORMSTOASINIC-90 FL21457 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI. EXTERIOR VIEW DATE: 08.23.17 DWG.BY: CHL BY: CL HFN SCALE: NTS, DWG.11: AIR015 SHEET: OF 5 2XWOODFRAMING R14 WOOD SOIEW 3/4'MIN. 0 BY OTHERS INSTALunoNANCNOR EDGE 4M AIR MASTER EXTERIOR KNISH wsdows and doors BY OTHERS P.0.=2w PERIMETER SEA" e6Ro1WhT�PRao6i7 BYOTHERS 1-1/2'MIN. MWAR ASTERPRAW EMBEDMENT PH:(6W)677-3361 FAL•(7371S3- M :V4"MAX z 1 SHIM ri O aOc� EXTERIOR INTERIOR ZOS SEE GLAZING DETAILS Z g 1 C SHEETl Z h N B SEE GLAZING DETAILS � y m EXTERIOR INTERIOR \ SHEEi1 o .. A VERTICAL SECTION' 3 HEAD-2X WOOD FRAME L—W' 5 REAAARKS 6 BY DATE = 6TH FBC CODE CHANGE a i123.1 c 4 z EXTERIOR INTERIOR 'y SEE GLAZING DETARS B vrtWn'v�m�a' iw�cmE �Wmvure Ili SHEETS gmy7x7cauuammuimxE�,�umrsm \ aeaEn®uootara�uuvrt:tvs 8 If i 15 ❑ EXTERIOR INTERIOR ,`�.111111111///�''' 3 \ b `�� E .. o 3 � 3 C VERTICAL SECTION :N ' �'0��' 12 3 MEETING RAIL 'o S A OF TLY u � O 1/4"MAX. \ . SHIM d PERIMETERSFAIANT ..a 1-1/4'MM. �e BY OTHERS •° EMBEDMENT FL M EXTERIOR FINISH - - < .. '.< •. F L21457 BY oTHE'Rs 'C .. �. ODN0tMMARY.SON C• o d DATE: ,OH.23.17 BY OTHERS 1X WOOD BUCK e. DWG.BY: CHX BY: 2-]/2°MIN. p� BYOTHERS EDGE DISTANT - - CL HFN _ $ 1/4-Em ULTRAODN SCALE: NTS INSTALLATION ANCHOR g VERTICAL SECTION DWG.*-- AIR015 SHEET: k,.V SILL-CONCRETE/MASONRY WITH SX WOOD BUCK OF S i i AIR MASTER . %;.ndvrr3 and doors PA.MIX2W fiAl ASTMM 617 ' W W1tlJ107AdIlSiFllPfl.mM PH:(M)6n-3E61 FAX(7as716274+ Z A H 1-1/4'MIN. O Q W 0 EMBEDMENT �u a Z sL' z's MIN. 1/4'MAX. >>N EMBEDMENT u4'MAX SHIM r 2= O51 SHIM 18 .ay. u,�`N m / SEEGLAZINGDETAILS SEE GLAZING DETAILS / 29 KNE10SHEETI SHEETI 'MIN. a c'• EDGE DISTANCE F a J J F - 3/4"MIN. v•. a:•' REMARKS BY DATE EDGE DISTANCE a ° "'I� ❑ GTH FBC CODE CHANGE CL 8.23.1 #14 WOOD SCREW ° INSTALLATION ANCHOR v• 1/4'ELCO ULTRACON ° INSTALLATION ANCHOR Y171�fN6tlIIKaWmID11Qb HAS ZXWOODFRAMING srt.asrtm�nmwsvar7uuroimrcvwe BY OTHERS �.. ° 6 OTHERS BUCK HCY7IQE@WF1�1136TNIFDHFIBl110R1® PERIMETER SEALANT---_ ;� uowNomEcrauuvv7sa>sc BY OTHERS - CONCRETE/MASONRY EXTERIOR FINISH ° BY OTHERS BY OTHERS 2 B R 2 BPERIMETER Y OTHERS BY 0�''''' �EXTERIOR FINISH `�� E• � BYOTHERS ' t�) S o WINDOW WIDTH WINDOW WIDTH .O S A OF :SOT O LID �e F p HORIZONTAL SECTION E HORIZONTAL SECTION W.OF ft.am 4 JAMB-WOOD BUCK 4 JAMB-CONCRETE/MASONRY _ FLN: WITH V WOOD BUCK FL21457 DATE: 08.23.17 DWG.BY: CHK.BY: CL HFN i SCALE: NTS . DWG.Tk AIR015 SHEET: 4 OF 5 40 AIR oors vmdpMASand�TER 3.250 -3' B11WAR%Ef5TEVRX17 WWWAIPMAS7EAPN.�A 0.875 0.062 nW tl PART O 1 ITEM DESalRrnON I MANUFAcruRER/NOIES 2.]84 PARTS&D(TRUSIONS PR:(6m)617•3BW RW C7871A30065 0.062 0 1 1 22559 FRAME HEAD W/FTANGE GLOBALHOIDEX 6063-T5 2.031 1� 11 2 22560 FRAME)AMBW FLANGE GLOBALHOTDEX 6063-T5 M875 3 22S52 FRAMEMU. GLOBAL HOIDEX/6063-T3 ZW 4 22551 FM MEETING GU0BALHOIDFX/6D63.T5 3 y F 3.250 5 22SS4 VENTTOP GIDBAL.HOIDEX/6063-TS -�O p i e F 6 72555 VENTBOTTOM GLOBALHOtDF)C/GD63-T5 2�Q Q- 0 is O FRAME HEAD W/FLANGE O FRAMEJAMB W/FLANGE O3 FRAME SILL 7 225% VENT IAMB GLf)aALHOLDI3C 6D63-TS 3�u a�n lu � 8 22558 GLASS STOP GLALNG GLOBALHOLLN:TI/6063-TS b 2Q C�i�A 9 — NOr USED 10 22562 VWSMPSH250 GDBALHOIDEX/6061-75 x Z_ it 96522 NOT USED ` rm 00 12 22557 SILL UXX GDBALHOLDEX 6063-TS to€ y m GLASS �y 13 ��, 1A25 TEMNOMASS y a ANN-f005ARJX- ANAL t— t o IA25 SEALS&SEAIANfS REMARKS BY DATE 0.750 24 1 22438 1WEATHERSTREPSILL ULTRAFAB 671i FBC CODE CHANGE CL &23.1 2.000 1S 96917 VINYL BOTTOM RAIL SOUTHERN PLASTICS 1.375 O462 2A00 LT.lA2S 0.062 0.403 130.3 17 53580 DCA95SMMNORSSG4000GE Manedw/GE/Dow CwW ng 0.0G2 18 96817 FF1PA t1710 VENI'lAMB ULTRAFAB I—L634 L694 19 96707 DWBIESD)ED TAPE 3M �urxnrA�tr�nwamYPrtna�� 20 NOrUSED srtevsrtmimm�wneue}uuioa�moewa" ®FIXED MEET RAIL 05 VENTTOP ©VENT BOTTOM 07 VENTJAMB 21 — NOTUSED aaru aAPw�rvuiu.ru7uEvreaEas 22 NOT'USED FASTENERS 2 4 99" SCR USEDPHiP/HSST-A IA CASA DE LOSTORNIl105 `````4�I I I III/O ',' 25 NOT USED _ �� •' �i 26 94657 10-323 •PHIF S/S TECK IAUlSA BE LI}STORNILLOS `�� .��•E••S�' ��� PL3,63 1215 27 — NOrUSEDN 70.728 — NOTUSED HARDWARESPRING&PULLEYBALANCE,CYUNDRM S A OF FY 0.07 0.051 0.077 ?9 CE AMESBURY/DELTA L547 30 10694 CAM NSASH BUSHING O O GLASS STOP SO VENT STOP 12 SILL LOCK \ `` i R7E aur.ff voi Nn 7a7n FL21457 DATE: 08.23.17 DWG.BY: CHK.BY: CL I HFN SCALE: NTS . DWG.t: AIR015 SHEET: OF S