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HomeMy WebLinkAboutProduct Approval - exterior door assemblies i 5/15/2020 t✓ Florida Building Code Online FL# CT7596=R1� Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmail.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmail.com Quality Assurance Representative Address/Phone/Email CategoryExterior Doors Subcategory Std iding Exterior Door Assemblies•r Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r,-s Evaluatiori Report- Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Sifu Zhou, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL17596 RI COI Certificate of Independence SS.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17596 R1 Equiv Statement of Equivalence- SG2100 SS.pdf httpsJ/www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJmZ7%2biW4abw,jQbeVCID(SnjCFKMK7cBtQ%3d%3d 112 5/15/2020 Florida Building Code Online 1 Sections from the Code 8 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity (-ye t No h N/A FL17596 R1 COC FBC 2017 Affirmation Letter fl17596 SS.D—df Product Approval Method Method 1 Option D Date Submitted 01/11/2018 Date Validated 01/11/2018 Date Pending FBC Approval Date Approved 03/29/2018 Summa of Products FL# Model, Number or Name Description 17596.1 Series SG2100 Sliding Glass Door Series SG2100 Sliding Glass Door- L.M.I. &S.M.I. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17596 Ri II AD15-16 03-30-15 FA SS.pdf Approved for use outside HVHZ: Yes Verified By: Yiping Wang PE #55983 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+80/-100 Evaluation Reports Other: FOR DESIGN LOADS VS. DOOR SIZES, SEE FL17596 R1 AE SG2100 Evaluation Report SS.pdf INSTALLATION INSTRUCTIONS. Created by Independent Third Party: Yes https:/Avww.floridabuilding.org/pr/pr app_dtl.aspX?param=wGEVXQwtDgvYdg2pQ%2f)O(JmZ7%2biW4abwvjQbeVCIiXSnjCFKMK7cBtQ%3d°/a3d 212 z 96 1/4"MAX. 96 1/4"MAX. FRAME WIDTH FRAME WIDTH 3'-6 11/16"MAX. 3'-611/16"MAX. 3'-6 11/16"MAX. 3'-6 11/16"MAX. D.L.O. D.L.O. D.L.O. 01.0. "- m 1 14" 3" EXTRA ONE PAIR ANC 01 tS 4 1 14" 3" EXTRA ONE PAIR ANC O S R 8 HEAD& FOR 318'<SHIM 51/2', 8 HEAD& FOR 3/8"<SHIM 5112', S L SILL TYP. OR WOOD SUBSTRATE S LL SILL TYP. OR WOOD SUBSTRATE a z A A C / D C / D -P, OPP.I �� OPP. OPP. x rs I I j� // I Z w z• o W _ _ ° I �/ j� I ' _ _' ' ° I / / I Z' J J J a 0 i �O W W p,Cl I W Z I p m I I �� Oo I AIN I I B I f N I QOR© OPP. QA ORQ I I gIOR© EOR©L-1 ------=4---=P t— —P=--==I— cd E TYPICAL ELEVATION (XO) DESIGN LOAD (FOR SIZES SHOWN ABOVE OR SMALLER TYPICAL ELEVATION (OX) "J... E ASPERMITiEDBYFBC) D' 1:6 SG2100 SLIDING GLASS DOORS +eo.o PSF �,.D.nDH,DED,E 8 oo r'o -100.0 PSF xI6H DDa �Au.DnDDD xDT "an.eal apEaApEDBrTxn EmmEEp I6 (q � �e� GENERAL NOTES: EHAII.ON NPA R6ffCIFlC w g HNCDNCrtICON1. e DEVwTEBFADNTM U, � LL U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE,G=0.55 AND MUST BE &mNaxmpeE�pa®DnpaE�p ul ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE �� oa"�—P nxe REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING . -D DATDnEpOvmED oceeDoaerMEErKoo+inrxar.me HIGH VELOCITY HURRICANE ZONE(HVHZ). o -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF F T 9PWDBnsrAwAnDxDDBBxeaT o Z —WC�n_EDwreLIDIPALTEAED C DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE ANCHORS INTO WOOD ONLY. 04 w a SHUTTERS. �xp� ��p BEtLYEIHE B�vwHp OPpECOpD -MATERIALS INCLUDING.BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME (EpAE.) AEPMHEFRT pOPEp OWU W ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10,MULTIPLY BY 0.6 SHALL BE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE s nDr eo.6H nBEApTHEarenxD N LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. eC "moo i FL #17596 THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. -METAL STRUCTURES NOT BY EMC WINDOWS&DOORS,LLC. MUST ,� �Q (N '�REG N SUPPORT LOADS IMPOSED BY WINDOW SYSTEM AND TRANSFER THEM TO e w .PEdfS1023 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. THE BUILDING STRUCTURE. ?' �: ,1ycF17'2e677 ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGlu # • '" 6f OR STUCCO. 0 a. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ,�:'. 1O P,,� ����, AD15-16 ARE NOT PART OF THIS APPROVAL. March 130th,2015 z 0 BILL OF MATERIALS A ITEM# PART# QTY. DESCRIPTION MATERIAL MANUFACTURER/REMARKS 6 D 1 SW-43124 2 ALUM.FRAME HEAD ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. z 2 SW-43127 2 ALUM.PANEL TOP&BOTTOM RAIL ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. 3 SW-43128 4 ALUM.GLAZING STOP ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. U 4 ULTRAPILE AS READ. WOOL PILE WOOL ULTRAFAB ®ey 5 E201 AS REQD. BULB VINYL VINYL ULTRAFAB o� m ci 8 AS REQD. SPACER BUTTON RUBBER ULTRAFAB �w m Nm G 7 DOW 899 AS REQD. STRUCTURAL SILICONE SILICONE DOW CORNING 899 Z mn v 8 SW-43125 AS REQD. ALUM.FRAME SILL TRACK ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. 939.10 4 ROLLERASSEMBLY STEEL TRUTH 10 SW-43123 AS REQD. ALUM.FRAME JAMB. ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. Z a a 0 m 11 SW-43126 2 ALUM.PANEL JAMB ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. 00 0 a 12 SW-43130 1 ALUM.PANEL INTERLOCK ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. W Z mm 13 SW-43129 1 ALUM.PANEL INTERLOCK INVERTED ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. °' a0 0 th 14 1x1-1/2X1/8" 2 STEEL TUBE REINFORCEMENT HRB66 � y 15 .119X2.750 1 WATER BAR ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. 16 SM 5504 AS REQD. JOINT SEALER SEAM SEALER SCHNEE MORE HEAD SEAM SELER _ 17 2.000 X.750 4 SHEAR ANGLE 1 AT FIXED PANEL JAMB 30"O.C. ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC.WITH#10X5/8"PPH SMS g vi 18 2.000 X 1.750 2 SHEAR ANGLE 2 ALUM.6063-T5 EMC WINDOWS AND DOORS,LLC. ,b E 19 2992 1 PANEL HOOK LOCK AND HANDLE METAL TRUTH E N w C It 3/16"HS GLASS °o 0 s 3/16"HS GLASS o o o 0.075"SAFLEX STORM GLASS 0.090"SENTRYGLAS �' ❑ y X 5 INTERLAYER BY EASTMAN CHEMICAL CO. 5 BY DUPONT W 3/16"HS GLASS W 3/16"HS GLASS z 3 W a Uj o p nxm � 7 � F_- 7 o Z m DOW CORNING 899 Z to a N o Z co STRUCTURAL SILICONE g Q 6 w w � gLo6 3 w 3 2 0":1NAIVrS'k 2 FL #17596 A G P PfA3 N�.HR-29677 NOTE: CF 2 �. GLASS TYPE ��A�� GLASS CAPACITIES ARE BASED ON GLASS TYPE "B" ASTM E1300-09(3 SEC. GUSTS) �' . 7/16" 7/16"NOMINAL TOTAL THK. 7/16"NOMINAL TOTAL THK. Np`�,���! it March;30th,2015 I 0 EDGE DIST. STEEL OR Q EDGE 01ST. TYPICAL ANCHOR TYPICAL ANCHOR TYPICAL ANCHOR APPROVEDMULLION SEE ELEVATION MIN.2x W D BUCKOR SEE ELEVATION SEE ELEVATION UNDER SEPARATE FOR SPACING WOOD ST U URE FOR SPACING EDGE DIST FORSPACING ( APPROVAL) c ' a .` �m TYPICALANCHOR CONCRETE z z cv .tx W OD BUCK Li EDGE DIST SEE ELEVATION FOR SPACING q SEALANT _ 'Q &NC59YE71 ....... .. ............... (� a V y V y m � O 3r2 I Oq m 1 h N O 1/2"SHIM MAX. L1/2'SHIM MAX. N� SEE ELEVATION SEE ELEVATION NO q 4 L1/2'SHIM MAX. FOR EXTRA FOR EXTRA Z i, w "+ 2 UVLJ SEE ELEVATION ANCHORS ANCHORS Zca Ii 9 FOR EXTRA 113 ANCHORS 0- TYPICAL ANCHORS: (SEE ELEV.FOR SPACING) ZJ 7 O U TYPE'A' - 1/4"ULTRACONS BY'ELCO' (FU=177 KSI,Fy=155 KSI) W Z o •INTO 2BY WOOD BUCKS OR WOOD STRUCTURE Z m 1-1/2"MIN.PENETRATION INTO WOODZ mm (9 O a •THRU 1 B BUCKS INTO CONC.OR MASONRY Z 1-1/4"MIN.EMBED INTO CONC.OR MASONRY W � m •DIRECTLY INTO CONC.OR MASONRY q c 1-1/4"MIN.EMBED INTO CONC.OR MASONRY om TYPE'B' - 114"TEKS OR SELFDRILLING SCREWS(GRADE 5 CRS) •INTO METAL STRUCTURES TYPE'C' - #14 SMS OR SELF DRILLING SCREWS(GRADE 2 CRS) V) •INTO FLORIDA STATE APPROVED MULLIONS °b E J 8 STEEL :1/8"THK MIN(Fy=36KSI MIN.) i 1 ALUMINUM:1/8"THK.MIN.(6063-T5 MIN.) 0 5 / (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O O ❑ 0V3 0 o 0 .MASONRY in w g 1e SILICONE ASTM C90 GROUT FILLED CONCRETE BLOCK s ¢ g w n 15 ASTM C90 HOLLOW CONCRETE BLOCK U, ALUMINUM BAR to 1;t, WITH(2)#10X5/8'SMS •CONCRETE f�3,000 PSI to Z4n,-i •� ••'S:3�. •r").•P :yr•`.:P, <<• " 1,r: °� WEEP HOLES - W1=318"X 1 1/2"WEEP HOLES to w E .CONCRETE .• CONCRETE w. .:• WHIG, TRENGTH AT 8"FROM EACH END(2)PER PANEL w • "�' .G FE IT fc'-5000PSI Min. NOT BY NFP MUST SEALANT i"'•. °•:''% TRANSFER LOAD To ALL FRAME AND SASH CORNER SEAMS AND JOINTS WERE \\�t"uiir��tr�i STRUCTURE \\\ WAN SEALED USING SCHNEE MOREHEAD SEAM SEALER SM 5504 FL #17596 © FOR WATER INFILTRATION FOR WATER INFILTRATION REQUIRE .`Q `�!!� p E• '.�j, REQUIRE LESS THAN 9.0 PSF LESS THAN 12.0 PSF - }'ddtlBA RE •-'M1Q� ANCHOR EDGE DISTANCES :v p�gG� 3 INTO CONCRETE AND MASONRY=1-1/4"MIN. ; t%o,!28677 v xor® INTO WOOD STRUCTURE =1"MIN. * m bz INTO METAL STRUCURE =3/4"MIN. OF �r uwm ,� •• Lo • ���, AD15-16 ����FS "•••R•�'�\`�, steer s of 5 .BION March 30th,2015 EDGE DIST. EDGE DIST. EDGE DIST. WOOD BUS OR OOD STRU URE m� 3 O— Iy�� t m? CONCRETE/' o CONCRETE BLOCK N z NKI 3 _ 3 O � m � V w0@ 00-= %?o ic � m m _ m .7m1 m J O O A 2 v Of 0 O � N T 0 A N 3 A In EDGE DIST. p A m 2 OG;O0 oa m p 71 v�c o MX a r NF 29 m0 U O z m z O � w A I�3 N m ONC,�ET m `��•, �,p�. CONCRETE BLOCK 3 n y�• _ > _o OiO. _ rn 'I m :. Ln ii�yQ• •••* , EDGE DIST. a SERIES SG2100 SLIDING GLASS DOOR(L.M.I.&S.M.I.) MCY ENGINEERING,INC. IMVIMONR d EMC WINDOWS AND DOORS,LLC. CILAZIN13 CONStULTANT3 ^ NO.DATE DESCRUMON g G 13 1356 W.76TH STREET 9110 SW SUNSET DRIVE P: 305.271.0117 l� tC1i MIAMI, FL 33173 F: 786.573.5003 B co HIALEAH,FL 33014 O1 P:(305)28M280 EMCVAndmsDwm@gmail.mm w .MCYEnglneering.00m MCY.Engineenag®Attnet ,.240• 3.828' � 1.600' (3)a10 PPH sMs a 8 o.o7s• � ��� o q o ,.azs• ,Azs• � o a U m FRAME HEAD FRAME JAMB REINFORCEMENT TUBE �o 1 6063 '1 6063-T5 14 STEEL �n ids 10 Nb + V O 0 k1 1.285' 0.119' 0.955' 2A30• 1T Z J 0.2 0' 0.800' W y Hh Z(3)910 PPH SM .�O V o.o7s• (� m Pa q � B z Z k7 N 0 b W Q.PANEL TOP/BOTTOM PANEL JAMB WATER BAR 6063-TS 1 6083-T5 15 6083-T5 Q' JAMB CONNECTION E (z)va•:r PPH BMs — U TO FRAME HEAD&SILL 13 OR+2 g 8 3.000' v E 0.745• 0.800• 1B 0 Q- 12' c 0.050' O 3 J 2.199' �o U LL U Iso Z 3 w O s$ GLAZING STOP PANEL INTERLOCK SHEAR ANGLE 1 3 3 6083-T51 6083-TS 1 7 6063-TS p U 2 L99 2 1n W a (2)19-,2•PPH SMS (o {ll 0.760' 1.425' 1A25' 3 w 3.000" q9y OA75' bWAVF'I, #17596 N w •,p.rr,�L' P E b 3 .�`, `erORfDA'RE 'kN EE� dtc os-ae-u 2.200' 0 2 3.825' 2.000' ,* 7 '+• 3.� s Of •W 13* +o-vte •Z FRAME SILL TRACK PANEL INTERLOCK INVERTED SHEAR ANGLE 2 �i •• 8t nwmm 8 13 18 '•. R ' �.` AD15-16 8063-T5 6063-T5 6063-T5 •.�•L��:P.•` �,Q PANEL CONNECTION11,910 .4. i� March 30th,2015