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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORSBusiness & s10 ii►�G UE SCIS Home Login User Registratian I Hot Topics i Submit Surcharge Stats & FactsPublications Contact Us' BCIS.Site Map Links i Search Fblldd d.'Q'Pr4Product Approval USER: Public User Product Approval Menu > Product or. Application search > Application Llst > Application D®t it FL # r FL29677-R1 F> Application Type Kevislon Code Version 2020 Application Status Approved Comments Archived Product Manufacturer EGS International, LLC Address/Phone/Email 3133 SW 25th Street Pembroke Park, FL 33009 (954) 964-1441 englneers;2S01@msn.com Authorized Signature Jalal Farooq veronica@afceng.com 0 eV E WZEtD CODE COMPLIANCE ST. L CIE COUNTY aBOCC�I_qlaf Technical Representative Gary Zack Address/Phone/Email 3133 SW 25th Street Pembroke Park, FL 33009 (954) 964-1441 gary@egsintern6tio6allic.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida. . Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jalal Farooq Evaluation Report Florida License 13E-81223 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/51/2021 Validated By JAVAb AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence FL29677 -Al- COI SS - Certificate of'Independence.pdf Referenced Standard and Year (of Standard) Standard TAS-201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 3994 Florida Licensed Professional Engineer or Architect' FL29677 R1 Equiv SS - Equivalency Compliance Ltr.pd Sections from the Code Product Approval Method Method 1 Option D Date Submitted '12/18/2020 Date Validated 01/04/2021 Date' Pending. FBC Approval 01/04/2021 Date Approved 02/69/2021 SummarV of. Products FL # Model, Number or Name Description 20677.1 Atlantic Series LM 130 Aluminum Large missile impact resistant. aluminum sliding glass door. Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29677 RI II SS - EGS ATLANTIC LM 130 SGD DWG 19-47F 2020.1.pdf Approved for use outside HVHZ_ : Yes Impact "Resistant: Yes Verified By: Jalal Famoci PE #81223 Design Pressure: +105/-135 Other: See attached drawing 19-47F for span vs load Created, by Independent Third Party: Yes Evaluation Reports combination and installation Instructions. FL29677 Rl AE SS - Atlantic Series 130 LM Alum SGD (L I . -- PAE 2020.pdf Created by Independent Third Party: Yes 29677.2 Atlantic Series SM 130 Aluminum Small missile impact resistant aluminum sliding glass door. Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes a ton Instructions FL29677 RI, II SS - EGS ATLANTIC SM 130 SGD DWG 1946F 2020.0f Approved for use outside HVHZ: Yes Impact'Reshkant: Yes Created by Independent Third Party: Yes Design Pressure: +130/-160 Other: See attached drawing 19-46F for span vs load Evaluation Reports combination and installation Instructions. FL29677 R1 AE SS - Atlantic Series 136 SM Alum SGD (SMI), - PAE2020:pdf Created by Independent Third Party: Yes Back NeXt Con :: 2601 Blair Stone Road, Tallahassee EL 32399 Phone: 850-487=4624 The State of Florida is an AA/EEO employer. Cooright 2067-2013 State of Florida::: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, -email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. IF you have any questions, please contact 850.487.1395, 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee: However email addresses are public record. If you do not wish to.supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter '455, F. S., please click bete . Product Approval Accepts: Credit Card Safe DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL 'HEIGHT - 8.875' D.L.O. WIDTH - PANE PANEL HEIGHT = DOOR HEIGHT - 2' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ATLANTIC SERIES LM' 130 ALUM SLIDING GLASS DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY'OF-DESIRED GLASS/REINF. USING CHART ON SHEET 3 SELECT ANCHOR OPTION' WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR: ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED_TO-COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. .. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, A LOAD DURATION INCREASE IS USED IN DESIGN.OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT . COME INTO CONTACT WITH OTHER. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS-OF-THE-2017/2020-FLORIDA-BLDG.-CODE-&-ADOPTED-STANDARDS: THIS PRODUCTAPPROVAL IS GENERIC AND DOES -NOT, PROVIDE INFORMATION .THIS A SITE'FP ECI C PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. 'ADEQUACY OF, STRUCi EMNG THIS PRODUCT AND, SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. - CONDITIONS -NOT SHOWN IN THIS DRAWING ARE TO 13E ANALYZED SEPARATELY, AND TO .BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE'SASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL 'BE LOCATED -ON A READILY .VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING' CODE. LABELING TO COMPLY WITH SECTION •1709.9.2. I .=.II 11II i R y III r C o- OX (SHOWN) - \ OXO (SHOWN). OXXO (sHomj 192(SEE 'CHART FOR WIDER 21' MAX. HEAD/SILL ANCHORS 3 3/4' MAX. 7YP. AT INTERLOCK/ASTRAGAL ENDS - PP. 3- HEAD/SILL 3' MAIL SEE SHEEP 3 FOR CAPACITY NERD/SILL. i' „ ,-FAT SOLE CORNERS OS iqa I ' I I I 1 I B E p OPTIONAL i 72 SEE CHARTS ON S: '� i SHEET 2 a �a x xxJ m 0. 2' m C1 O aQ o � I n � I O II � k X 1 1 1 O N. I S B � I J 41 11/16' 31 J` 49' D.L OPG: PANEL WIDTH . 49' ALL ANCHORS IN PAIRS INTERMEDIATE ANCHORS PANEL WIDTH (1). PAIR REOD. FOR PANEL WIDTHS UPTO (2) PAIRS REDD. FOR PANEL WIDTHS ABOVE 48' SEE CHART FOR WIDER PANELS -- - - - - - - - - - - -TYPICAL -ELEVATION- --- -- - - - --- ---- `- - TESTED UNIT JAMB ANCHOR LSeJJ CJ1MB ANCHOR SPACING 15' MAX. FOR INSTALLATIONS INTO CONC., WOOD, AND METAL STRUCTURES ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH `EGS INSTALLATION INSTRUCTIONS. ALL 'SEALANTS TO BE TREMCO.SPECTREM 2 OR EQUAL ,(EQUAL SEALANTS MUST .BE TESTED BY SEALANT 'MANUFACTURER FOR COMPATIBILITY & ADHESION). A- CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATWN OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVMED HE/SHE DOES NOT DEVIATE FROM THE'CONDITIONS DEWLED ON THIS DDCUMENT. . B-THIS PRODUCT EVALWRON DOCUMENT MU. BE CONSIDERED IWAUD IF ALTFRED BY ANY MOWS. C-SNE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCNIEC11 wKCH InIL BECOME THE OMMEER. Or RECORD (EO.R) FOR THE PROJECT AND WHO TOLL BE RESPONSIBLE FOR THE PROPER USE OF THE RE.0. ENCINEER'OF. RECORD. ACTNC AS A DELEGATED ' ENGINEER TO THE P.E.4 ENGNEER SHALL SUBMIT TO IRIS LAM THE SITE SPECIFIC DRAWNGS FIR RENEW. D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SID"TURE Of THE PROFESSIONAL ENDNEER Or RECORD THAT PREPARED M Sel led:1/4/2021 FL.#29677 � '�... a:,GENSF'• �i m i 4 No. B7223 DESIGN LOAD CAPACITY - FSF (GLASS) PANEL UNALDM IDOlES �, HCI16 _GLASS TYPE 'A' W/O REINrD INTERLOCKS - GLASS TYPE 'B' IMH REINF'D INTERLOCKS EXT.(+) f IM.(-) EXT.(.) .24 30 36 39-1/4 56 60 84 80.0 135.0 105.0 130.0 80.0 - 135.0 105.0 .130.0 80.0 135.0 105.0k3o. BOA 135.0 105.042 80.0 135.0 ' 105.048 80.0 130.0 105.050 768 124.8 100.853 725- 117.7 95.1 68.5 111.4 90.0 64.0 104,0 54.0 104.0 24 30 36 39-1/4 42 48 50 53 56 60 90 80.0 135.0. 105.0 130.0 90.0 135.0 105.0 130.0 80.0- 135.0 105.0 130.0 80.0 135.0 105.0 130,0 80.0 135.0 105.0 130.0 00.0 130.0. 1a5.0 130.0 76.8 124.8 100.8N24 72.5 117.7 95.1 68.6 111.4 90.0 - - 84.0 24 30 36 39-1/4 42 96 80,0 135.0 105.0 .80.0 135.0 10510 60.0 135.0 105.0 80.0 135.0 105.0 80.0 130.0 105.0 130.0 48 50 53 56 60 '80.0 - 13D.0- 105.0 130.0 76:8 124.8 100.8 124.8 725 117.7 95.1 7 117.7 - - 00.0 111.4 84.0 .104.0 24 30 35 39-1/4 42 48 50 53 56 - 102 '80.0 130.0- I05.0 130.0 80.0- 130.0 105.0 t30.0 80.0- -130.0- -105.0 130.0 - 80.0 130.0 1D5.0 130.0 80.0 130.0 .105.0 .130.0 80.0- . 130.0 105.0 130.0 76.B 124.8 100.8 124.8 - - 05.1 117.7 90.0 111.4 24 30 38 39-1/4 42 48 50 53 108 80.0 130.0 405.0 130.0 80.0 130.0 105.0 130.0 80.0 13D.0 105.0 130.0 BMW 130.0 105.0 130.0 80.6 130.0 105.0 130.0 80.0 13D.0105:0130.0 85:1 i17.7 DESIGN LOAD CAPACITY - PSF (GLASS) PANEL IPDIN NOMINAL DOOR HEIpIT INMES GLASS TYPE 'A'. '@/0 REINF'D INTERLOCKS - GLASS TYPE 'B' 1NTR RKINF'D INTERLOCKS EXT.(+) INT.(-) EXT.(+) IM,(-) 24 30 36 39-1/4. 42 48 50 114' - 105.0 130.0 105.0 130.0 - ' 105.0 130.0 - - 105.0 130.0 - - 105.0 130.0 - - 105.0 130.0 100.8 124.0 24 30 36 39-1/4 42 48 120 - 105.0 130.0 - 105.0 130.0 - - 10" 130.0 1050 130.0 - 105.0 130.0 105.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC..GUSTS) AND-FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5-DEC-219 DOOR SIZES TO COMPLY WITH FBC EGRESS REQUIREMENTS AS APPLICABLE PANEL 'MOTH NOMINAL _OVERALL DOOR WIDTH NUMBER OF PANELS PANEL HEIGHT s DOOR HEIGHT - 2' MAX. OVERALL DOOR WIDTH ANY CONFIGURATION i- 192' (INTERPOLATION BETWEEN WIDTHS ALLOWED) 'SHOWN CAPACITIES ARE FOR 4.935' SILT. HEIGHTS LIMIT EXTERIOR(+). LOADS AS FOLLOWS 3.750' SILL HT. o +80.0 ' PSF 3:188' SILL HT, a +53.3 PSF 2.500' SILL .HT. SEE NOTE BELOW 2.500' SILL HEIGHTS CAN. BE USED. FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR -WHERE -OVERHANG PA710-COMPUES WITH-FSC-REQUIREMENTS: ' HEAT SNION'D GLASS .090' Interl er Sallex HP Gear or Color Glaes By 'Ea3tman Chemical Co.' T--1/4' HEAT STREN'O CLASS COMPOUND 17 UPTO k INCLUDING 9'-0' HIGH DOORS GLASS TYPE 'A' Z gmQ Q � h oW f �^ QOeaya C �F�FC 0t C1o�i� aaNta m Q60� oa�a� mHO H QWOf� Q $ n N_ 1 m U JJ cn� 1/4- HEAT STREN'D GLASS J n 0n' Interloyer Sollex CP With PET Core rn w in ,t By 'Eostmon Chemlwl Co.' 0 F 24 1/4' HEAT S1REN'D GLASS � � I=.. � Lo. ADHESIVE COMPOUND 00 SIKAFLEIC-552 _ to m (n to m �. 3.I 1 8 !2 UPTO 10'-0' HICH DOORS GLASS TYPE 'B' ♦♦♦1 �' �:;;'T 77ji m i I W 81223 m - Sealed:114/2021 ��� %ss� drawingo no. • ... �o�♦♦ 19-47F FL '#29677 Tr1111111 tt1♦♦ sheet 2 of 8 HEAD ANCHOR U1AD.CAPACIIY - PSF BRAD ANCHOR TOAD CAPACITY - PSF SHL'ANCHOR LOAD CAPA('PTY - PSF SILL ANCHOR LOAD CAPACITY - PST TYPICAL ANCHORS: SEE ELEV. FOR SPACING W ANCHOR 7WY5 'A' 'B' 6 ARCROBS 4 ANMBS k 'C' 6 ANC110® . AtlC11DF 11P6, 'A' 'B' J< C. 6 ARMORS 4 AhTsoms 6 ANCHORS ANOtOR TYPE '8' 1 AN0R0le 6 ARMORS ANCHOR TTPE 'B' AT HEAD - - - - - -. - - 4 wMORv 6 wM6as �E 'A'- /4' DL4 ULTRACON+ HY 'DEWALT' (F-164 KSI, Fy�148 KSG' 4 - , AT TAm. A7 BIG AT 81c. AT BTU.. AT. IRO. AT MIT, Al IM. AT I47C. ,1 AT In.. AT YI4 INTO 20Y1 WOOD BUCKS OR WOOD STRUCTURES Z m^ 4 ' OI P,N1ELMOTH DOOR s1DE ENDS sm SM an "M RwEL WIDTH DOOR SMa �6 SLOB V= 510a EM Pwa NIDIN .DOOR SD1a Dims SW DW - PANEL a1DT6 DOOR SLOE ow cola VOIS �- 1-1/2' MIN. PENETRATION, INTO WOOD �_ NOURN: -HOW E1f1. (+)' E2L r () EXT. + () NOTARIAL RD01T .w� (+) (.) EXT. (+) PMM EXT.(+) ENT. NNIIAL EXT. (+) L10. (-). w y y bra Wow tM_ - W. - 1M. - 9,aas W. W. - iM: - Ort. - W. a04s, "D"S- 6101F5 IM. - I-) TNT. - moms Nfi6 wO25 O6. - TNT. - THRU 1BY BUCKSI.INTO CONCRETE - .I 2 24 135.0 135.0 - 135.0 24 1350 135.0 135.0 24 135.0 135.0 24 135.0 135.0 I 1-1/4' MIN. EMBED INTO. CONCRETE _ 40 n c 30 '135.0 135.0 1350 30 135D 135.0 135.0 30 135.0 135.0.. 30 13510 135A 4" DLk ULTRACON+ BY 'DEWALT (Fu.164 KSI, Fy-148 K J AM. ` V a 36 135.0 135.0 135.0 36- 125.7 - 125.7 135.0 38 1350 135.0 36 125.7 . 135.0 1Y 39-1/4 135.0 135.0 135.0 39-1/4 114 117.2 117.2 135.0 39-1/4 M.0 135.0 39-1/4 114 117.2 135.0 DIRECTLY INTO CONCRETE � 0F n. 42 135.0 135.0 135.0 42 111.2 111.2 13&0 42 135.0 42 111.2 I35.0 1-3/4' MIN. EMBED Q `t pOj n 46 84 135.0 135.0 1J5.0 48 100.5 400.5 135.o 48 E4 .7J5.0 135.0 135.0 48 1005- 135.0 I'ME:'C'- 1/4' DIA. S F DRI I2 SCREWS 5 DNS)' Q G � (GRADE cr 50 135.0 135.0 135.0 50 97.6 97.6 135.0 50 135.0 1350 50 97.0 135.0 -INTO F.B.C. APPROVED MULLIONS Q G O w 53 135.0 135.0 135.0 135.0 S.f 135.0 135A 24 1350 t35.0 I OR 0 •T rK 56 135.0 1354 135-0 1350 58 175.0 139.0 Jl1 1350 175.0 INTO METAL STRUCTURES (HEAD/JAMBS) R OI p N 60 134.0 - 134.0 1183 135.0 60 134D 135.0 36 1183 135.0 (3) THREADS MIN. TO EXTEND BEYOND METAL• THICKNESS Q W 24 1350 135.0 MMOL24I 110.2 135.0 24 115.0 135.0 3s-1p ,120 1102 1as.a ALUMINUM: 1/8' THK.. MIN. (6063-T5 MIN.)' IL 30 135.0 us.o 104.5 135.0 30 135.0 1350 42 104.5 135.0 Qwm 2 35 135.0 135.0 94.3 135:0 36 i3S0 1350 a6 913 - 1]5.0 - -• - - - - - 01 39-1/4. 135.0 135.0 1 135.0 - - 39-1/4 135.0 135.0 - -AT SILL - - - - ¢ 42' 90 135.0 '.' 135.0 135.0 42 � 90 1350 135.0 E'B'- 1/4'.DL4 ULTRILCON+ 9Y 'DEWALT (Fue164 KSI. Fy�t48'.)] ^ ' 48 135.0 135.0 135.0 48 135.0 135.0 'DIRECTLY INTO CONCRETE 12 S 30 133.6 Ina 13s.0 50 137.6 135.0 . � 1-3/4' MIN. EMBED 53 129.0 ' 729A 13510 S] 129.0 135.0 � � J Cl 56 1251 1251 135.0 56 1ua u5A r - -AT JAMBS - - - - - - � o e0 1zD.6 120.E 135.o so 1206 135A TYPE 'D'- 1/4' DIA. ULTRACON+ BY 'DEWALT (Fu-164 KSI, Fye14a KSI) rn J n ,1 24 135.0 135,0 135.0 24 135.0 135D I THRU 18Y BUCKS INTO BLOCKS, I Q 0: Z 30 135.0 135.0 1. tss.0 3D 135,0 135.0 1-1/4' MIN. EMBED INTO BLOCKS rn 36 Js-1 4 135.0 135.0 135,0 135.0 36 39-1/4 13510 '135,0 - t35.0 1350 DIRECTLY INTO BLOCKS e 42 96 -135.0 135,0 135,0 1350 42 98 13s.D 135.0 1-1/4' MAN. EMBED INTO SOCKS r N a i C4 48 125.7 125.7 135.0 48 125.7 - 135.0 ITYP ' - ' ' Fu. 64 KSI F 148 KSI 50 1223 122.3 135.0' 50 1223 .135.0 _ INTO 2[iY WOOD BUCKS OR WOOD STRUCTURES - 53 117.9 1f7.9 135.0 53 117.9 135.0 1-1/2' MIN. PENETRATION INTO WOOD I to n m g3 56 114.1 114.1 135.0 56 114.1 135.0 THRU 1BY BUCKS INTO CONCRETE a W n a EO 109.7 . 109.7 135.0 60 109.7 ' 135,0 1-1/4' MIN. EMBED INTO CONCRETE I -� 24 115.0 1,35.0 05.0 24 175.0 135.0 ' 30 135.0 135,0 .135.0 30 135.0 .135.0 36 135.0 135.0 135.0 36 135.0 135o 1-3/4' MIN.'EMBED INTO CONCRETE 39-1/4 _ 134.3 - 134.3 _ 1l5.0 _ 39-1/4 _ 11S43 . 13590 'F-- j14 SIAS OR C F DRILLING iN- saaEWS (dLtDE 5 CRS) --_INTO -I 42 102 127.7 .127.7 . 135.0 42 102 '127.7 135.0 F.B.C. APPROVED MULLIONS 48 116.0 116.0 135.0 48 116.0 135.0 o 50 112.6 112-8 tu.0 50 '112.8 135.0 INTO METAL STRUCTURES (HEAD/JAMBS) 53 108.5 106.5 135.0 53 108.5 135.0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS c 55 104.8 ' 104.8 135.0 56 104.E 135.0 ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) m STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) 24 135.0 135.0 135.0 24 135.0 135.0 (STEEL IN CONTACT WITH ALUNINUL TO BE PLATED OR PAINTED) 30 135.0 135.0 135.0 30 135.0. 135.0 36 134.0 134.0 135.0 36 134.0 135.0 -DISTANCES J9-1p '125.2 1252 135.0 39-1/4 1252 135.0 ANCHOR EDGE 42 108 118.9 118.9 135.0 42 108 118.9 135.0 INTO CONCRETE a 2-1/2' MIN. 0 ` 48 107.7 107.7_ 135.0 48 107.7 135.0 INTO WOOD STRUCTURE = 1' MIN. 50 -104,7 -104.7 135.0 50 104,7 135.0 INTO METAL STRUCTURE - 3/4' MIN. ``1111I1I �'••� 53 1o0s 100s 135.0 53 10o5 135.0 WOOD AT HEAD OR JAMBS SIG 0.55 MIN. - - - CONCRETE AT HEAD; SILL OR JAMBS fb - 3000.P$I MIN. g C-90 HOLLOW%FILLED BLOCK AT JAMBS Y'm a 2000 PSI MIN. - _ - No.91223 g g - PANEL WIDTH NOMINAL OVERALL. DOOR WIDTH ` drOrTng Do. NUMBER OF PANELS Sealed: 1/4/2021 %•• �4tI •.e.. t��.� 19-47F ,s '' PANEL HEIGHT - DOOR HEIGHT - 2' FL #29677 7sryf i1�ii11111%�` sheet 3 01 '8 TYPCAL ANCHOR PAIRS . U SEE ELFV. FOR SP ,TYPICAL ANCHORS IN PAIRS TYpIGL.AEV. FOR IN PAIRS, a AND SHEEP FOR QU ITY, SEE ELEV. FOR SPACING ' SEE EIEV. FOR SPACING METAL I AT INTERLOCK/AST(LICAI DS ANDS SHFET J FOR QUANTITY AND SHEEP 3 FOR QUANTITY STRUCTURE AT INTE180CK/AST ENDS AT RMUOCK/ASTRAGAL ENDS .. Z ^sti pP m e OR OOD:BU l 3 p k n W 40 1 • . °• .e a I I W TRU. . . 1 N E DIST 4' O.C. 'a H Q E. AT CLUSTER OF CE DIST. 4� OoC.. 4 • a n IL ANCHORS ONLY EDGE D 4� D.C.00EDGE O 0 C .V.. V 1N 0 Caz�+g a c p a a o 0Np /4 i i 19 CLUSTER OF O" N 2 CHORS.ONLY �' C Z _- a I 1 TYPICAL ANCHORS IN PAIRS W Q yWj � °• 6 O 19 � � 'SEE ELEV.FOR SPACING � 2 C - a I ------ AND SHEET 3 FOR AGLEQUANTITY J o m V I 1 33 . AT INiERLOCI!/ASTRAGAL ENDS Q I I l�i'Y WOW BUCK G� . 1 4. SEE NOTE SHEET 1 4y 1' 6 'EDGE DIST. 4A O:C: " ° .MIWI-DAOE APPROVED 1 MULLION & MULLION ANCHORS 1 III I I SEE SEPARATE APPROVAL m 1 it i it - EDGE 4- D.C. 8 o m. l l D Sf. O N ti f= - lar�: C�L( :•ui j X W TYPICAL ANCHORS IN PAIRS N GGG� N Q �. o c' E••'_ - SEE ELEV.. FOR SPACING` •c� ¢ I I 1� 1 AND SHEET 3 FOR QUANTITY M W AT INTERLOCK/ISTRAGAL ENDS W I j a I I I i I SEALANT: - 5 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH n 4 1 WHITE/ALUMINUM COLORED SILICONE.SEE NOTE -0N MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED i SHEET WATOIONS WITH E%PANDING URETHANE. FOAM. m I 4.9J9 ALL INSTALLATION ANCHOR HEADS TO BE SEALED 201 i 3:750 & EXPOSED -ANCHORS TO BE'CAPPED WITH ALUM. 8 Oii T i 2 BUTTON COVERS. o S 31 ii ii I 2 C 3.188 - n u 1 I zsoo WEEPHOLES• m - - 21 111uluTryA � '— W1 = 3/16-H X 314-W WEEP SLOTS `����Ewd F,>� AT QUARTER POINTS OF EACH PANEL 1 ' W2 3/8' WEEP HOLE AT 6' FROM ENDS g e° Pouam &HARDENED AND CENTER OF EACH RAIL _ N1A81223 a A •' 39 • HIGH STRENGTH GROUT _ W1 20'• •°Wt ' I Vc - 5000 PSI MIN. EDGE DiST. r (NON METAWC) WOOD BUCKS NOT BY 'EGS INTL., MUST SUSTAIN 2.731' WITH BONDING AGENT NOT BY'EGS Rm.' .LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Sealed: 1/•ii2021 Q ��`� drawing no. . TYPICAL ANCHORS IN. PAI MUST TRANSFER SHEAR '19-47F 'SEE EIEV. FOR SPACING LOADS TO STRUCTURE THEM'TO' THE BUILDING STRUCTURE. � AND SHEET 3 FOR O •� ••• • �� AT'INTERLOCK/AS AGALDS, FL #99677to k1111` � sheet 4 of 8 110 X 1''FH'SMS O'V FROM ENDS k 16' O.C: -PANEL VROYH 1/4-. MAX. ©. D.L. OPG. . O SMM /l0 X 3f4" TV I I (2) AT EACH END D.L. GPO. AT 3' O.C. 'USE � RENFORCNG AS, — . (1) AT MIDSPAN CHARTS ON SHEET 2 PANEL WIDTH(TOTAL OF 5 SCREWS) 'TYPICAL ANCHORS IN, PAIRS SEE ELEV. FOR.SPACINC TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4' MU. 1/4' MM.1/4"MAX. SHAY SHIN . 0 o c � O O W � V 3 METAL . . STRUCTURE i D1 z m e r ji Q a s N al GW=U -- 06u°in aomm Onco� AL O y'y2 O .1 A1m$J I. .N Qu�mir • 012 X 1/2' FliSCREW ZTAPPING SCR o N 0 6' FRON ENDS 17-1/2' D.C. �FIIEW L SHI N. EAS ET 2 PER 2 L5 1 = N a EXTERIOR ' W � 3 Yv #12 X 1/2' FH I') M .°'. E1 . SELF TAPPNG SCREWS O FROM ENDS !2 W W �+I O 0'. k 17-1/2' D.C. 6 p a O n �o- II IIIL -�'n1IIn r1II -' IHIIII1niN'IIIIIIi Seated: 114/2021 � FL #29677 @ .0 r,' lU_J %III /1, L ------------ ---- _>�.*_ •�1fi droving no. )12 X 1-1/4- FMH SMs . ' - . EXTERIOR FROM h;7-1/2- EN A``` /'rsr, :1119-47F .I-IIIt11A sheet 5 of 8 fTYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 4' MM. z J-po 9'0-5 0 010 1- F.N.SMF/ 6 �FROWENDS In & 16" O.C. W "o I, m ME O O t5 F.� METALi-- -'l STRUCTURE in ,ODD OUCKS OTE SHEET I Y. CC m03 ICAL ANCHORS IN PAIRS LLI w 9L ELEV. FOR SPACING r sated: 114/2021 - o. -�41F FL #296 11111tviN 19 �M .2 4 y 6.106 3:o00 '.094 T 3;250 7 .080� �. 2.062 330- 1 S50 a. m f 'iII��, 2:415 2.415 O 1.756F1--T 2.000 71 1.826, IL 5 a 1.BB6 L786 2.151. Q W G y= U IL L1.276J LiL.971-+i Li.977- � � � µ�W1 6.106 � 8:f06' '100 .830 1.977 •t.977. 830 0 1 FRAME HEAD77P 2.312 t.74D� �- -1 1.840�' pan< 1.500---� C 7 FIXED STILE 10 MINOR INTERLOCK .0f10 1.714 .1.714 .080 Q m W 1.382 - .080 I I Q 0mi f o . t�--3.T50-�-�{• .p---1.7a0. :500 I .1 L :500 m_ 4.000 3.000 I I I 1.438--3---lli.. :1d94 dG0 R. �3 .FRAME JAMB W/O POCKE7" 3A FRAME JAMB WITH POCKET gyp i .120 .125 TYP. cTli m 1.018 .E75 tJ 625 3 J o m 4.077 �'1� 3.9w 3.615 .355 � � t614� .080 o Z¢�� .10D�096 .1- 1.713 1� -� 4• 6 TOP RAIL' 72 REINFORCING TUBE 1.826 .666 1.826 125 Q X v 3 za= I�-t.sta-.} �t.sfs•--� .080 4.3w A B: cv O- w I _ I 4.148 3.604, 3 y m 3.524 1.018 1.018 1.038 V) r1 m mm. 1.977 O55 u t2 W . C. Il.l M,. W 1.1s4 .080 1 194 s LOCKING STILE 9 MAJOR INTERLOCK ----� 4:094• 4,000 I--ta75--1 .189 •O80 .109' 1.650 /.392 a t.5a3 11 STILE ADAPTER 14 JAMB COVER SHEAR CUP, c 0 .514 ` d- 199 1•D88 2.227--{ .504 109 u 1:640� �1.97i� I .094 .434 .442 .504 u 4 MOVING BOTTOM RAIL -5 FIXED BOTTOM RAIL 41 SHEAR CLIP - - 2.074-1 .442c V 0 0 (SEE WATER RATING SHEET 2) y t2 OOOR SWEEP 13 GLASS ADAPTER F2.101-2:227- � c - 2.101� 4.939 1t1111i11/c 7 r t.280 �`�` �� • �� Ri 7ii7 . 3.iea �:``�P�•�ycENs� .125 2s00 .125 .524 Z No. 81223 3. 100 1.031 t.031 Sealed: 1/4/2021 sr drawing no. t' 6.4as •.. a d`,. t9 47F z zA 2c. FRAME SILL ze FRAME, SILL 3i MOV. PANEI. REINF. FL #29677 '�777sn1...... ``%�� sheet 7 of e 7 ITEM N0. , PART NUMBER " QVAN7ITY • DESCRIPTION - MATERIAL. � v t Z g w m u� k dz Q.Q l a1 O�°.moo IL nIu U W ��Y N' - OGCa}p O N N p m 1 Q WCZJ� u. q Q W01 ^i o FRAME TOP -CORNER m i m co z L.) J °iO N �i J M v x � J I- Y a a.�. fv N W W m Z ?U7 Of V : . �'^ W a6 —� 28 FRAME BOTTOM CORNER c 0 V N .780 �m o' ,_o 4 0 c J_ m .520 - '• NO•Bi223 % a .. HARDNESS - 85 SHORE A 9 TENSILE STRENGTH (BREAK)- 1810 P51 ^� ELONGATION AT BREAK - 320% ; droning no. . TEAR STRENGTH . 260 LBF/M ��•'.• gTA 0� � SPECIFIC GRAVITY - 1145 Sea led:1/4/2021 •. GLAZING GASKET "1g-47F PANEL CORNER . 76 SCALE 1:1 FL #29677 !ll 11\ sheet 8 of 8 .. MANE.%SUPPLIER/REMARKS 1 EGS-551 1 FRAME HEAD 6005-15/6105-T5 2 EGS-SISO 1 FRAME SILL (3-3/18' HIGH) 6005-T5/6f05-i5 _ Za ECS-581 1 FRAME SILL (]-J/4' HIGH) 8003-TS/BIOS-i5 2B EGS-552 �1 FRAME SILL (4-15/16� HiCH),. 6005-TS/6105-75 - 2C . EG5-580 f - FRAME