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HomeMy WebLinkAboutProduct Approval (5) Florida Building Code Online Page 1 of 2 BCIS Home Log In ( User Registration Hot Topics j Submit Surcharge Stats&Facts Publications FBC Staff j BCIS Site Map Links PSearch bHorida "Product Approval Public User Product Approval Menu>Product or Application Search>Application List>Application Detail jumgg��gg[p� �m a FL# FL19965 Application Type New PERMII-TRNG Code Version 2014 5t.Lucie County,FL Application Status Approved Comments Archived J Product Manufacturer CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami,FL 33172 (305)593-6590 rbeaird@cgiwindows.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email 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 EEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Jesus Gonzalez,P.E. W, Validation Checklist-Hardcopy Received Certificate of Independence FL19965 RO COI SS-150 SENTINEL SGD(LMI)-CI 2014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOelVMsn... 6/2/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/18/2016 Date Validated 02/18/2016 Date Pending FBC Approval 02/22/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Number or Name Description 19965.1 Series Sentinel 150 Aluminum Large missile impact resistant aluminum sliding glass door Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19965 RO II SS- 150 SENTINEL SGD(LMI)DWG W16- Approved for use outside HVHZ:Yes 02.Ddf Impact Resistant:Yes Verified By: Javad Ahmad 70592 Design Pressure:+80/-80 Created by Independent Third Party:Yes Other:See installation drawing W16-02 for span vs load Evaluation Reports combinations and installation details. FL19965 RO AE SS- 150 SENTINEL SGD(LMI)-PAE 2014.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail 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 emails 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 here_ Product Approval Accepts: eCF:�c� ..._...__. ....,., .-_.. Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOeIVMsn... 6/2/2017 V o Q Do 6101 IOgg Li t 0 t lin 0 yLi2 I Cz0 i LZC) - .;.. ab 2 ._ �I N lis, 0 0 o 0 LU G I co � M ,THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. .3:o_o SHUTTERSARE NOT REQUIRED. _ � � U O o,g n SERIES SENTINEL 150 ALUMINUM SLIDING:GLASS DOOR DOORS ALLOWED FOR MAX.'NUMBER OF PANELS AS LISTED:ON DESIGN LOAD CAPACITY CHART.ON.SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND,SHOWN IN DRAWING APPLICABLE.EGRESS REQUIREMENTS PER F13C TO BE'REVIEWED - O -. BY'BUILDING OFFICIAL. THIS.PRODUCT.HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED.-GLASS AND REQUIREMENTS OF THE 2014 (STH EDITION) FLORIDA BUILDING CODE - - -� INCLUDING HIGH VELOCItt'HURRICANE ZONE(HVHZ). _ LAMINATED INSULATING GLASS LARGE SMALL MISSILE IMPACT c m 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 'I , - - o D TO TRANSFER LOADS TO THEN STRUCTURE. - INSTRUCTIONS:; .._........................................................... N ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS - USE CHARTS AS FOLLOWS. A- HIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEER :`o IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC i FL #19965 EMBEDMENT TO BASE MATERIAL SHALL BE:BEYOND WALL DRESSING OR STUCCO.. - PROJECT:1.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE RE.D. ! - L--- ---� ANCHORING.OR LOADING,.CONDITIONS NOT SHOWN'IN THESE DETAILS.ARE- '.ST'EP 1 _ DETERMINE DESIGN WIND LOAD RT WINOM 20N ENT BASED e-CONTRACTOR:TO.BE RESP,GNSIALE FOR THE.SELECTION,PURCHASE AND I \\1,7111 /N D VELC , B G.HEI H, E INSTALIATON OF THIS PRODUCT BASED ON THIS PRODUCE.EVALUATION NOT:PART OF THIS APPROVAL - :USING APPLICABLE ASCE 7 STANDARD.. PROVIDED HE/SHE DOES NOT.DEVIATE FROM THE CONDITIONS DETAILED "Vi e 7 k A LOAD DURATION:INCREASE.:IS USED IN.DESIGN.OF.ANCHORS INTO WOOD-ONLY. - - ON THIS DOCUMENT. - : > - ' '�' I ! . STEP 2 'DETERMINE DOOR CAPACITY;FROM TABLES ON SHEET 13 - o :FOR THE GLASS TYPE AND REINFORCING TO USE . . C-THIS PRODUCT-EVALUATION'DOCU TENT WILL BE CONSIDERED INVALID It ALL SHIMS TO BE HIGH IMPACT,'NON-METALLIC AND NON-COMPRESSIBLE: � .;, �- ALTERED BY ANY MEANS. - i No.70692 MATERXSS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS;THAT STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION D-SITE SPCCIFIC PROJECTS SHALL BE PREPARED BY A FLOR16A REGISTERED : _�I .. COME INTO-CONTACT WITH,OTHER-DISSIMILAR MATERIALS SHALL MEET'THE -WITH DESIGN..RATING MORE THAN.DESIGN LOAD,SPECIFIED 'ENGINEER.QR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) _ :. i9 Lt IN STEP 1'ABOVE. FOR THE PROJECT AND.WHO WILL BE.RESPONSIBLE FOR THE PROPER :.. � REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. - USE OF THE..P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ,w no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS IATTER T EE. E .1 MANUFACTURER'S LABEL SHALL BE LOCATED ON.A READILY VISIBLE LOCATION STEP 4 -n— THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SPECIFIC DRAWING$FOR REVIEW. �'L•�•. .. ^tom !W 1..6-02 IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUI,LOING CODE. SHALL APPLY TO ENTIRE SYSTEM. - E-THIS PED SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNANgE OF. '••• LABELING TO COMPLY WITH SECTION 1710.8.2. I ;THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. j11 1\\ Sheet, 1.'of 28'bigned U; ', _. _.... 6- 3. co 14' 3 TRACK z MA%, - 'HEAD ANCHORS io n s - - 282,13/16:MAX F"2 a s - ..DOOR FRAME.WDTH _ Q d 2 .. HEAD,ANCHORS 14" MAX. O'�O�yy c°i 48 1/B" ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL N AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 1S p NOM.PANEL WIDTH AT 3"O.C. 1 13/16., SEE CHART ON SHEET 15 C N O / FALSE MUNTTN - FOR CAPACITY C OR V MIN. OPTIONAL A) E.. (•,J - - 1 I. I 9To N REINFORCING AT INTERLOCKS Op -IT 71- OPTIONAL I I _tD SEE SHEET 13 i Q 13 0 f FOR CAPACITY 1 e -1 2 1/8°1 ^� W. ¢L DPQII I 421/8". .o I o€,C e O.L.OPG.' -`I--=- U U Lu Q. a g a a a i s � - am � rn I 3 NM� ter_-ck _ azd c z"A3�� B � z i v _. y.. .. IT L)O d POCKET JAMB J f-r w� m6 SILL TYPE B2 ANCHORS ((SEE SHEET 6,8. 11 . /f ~. 48 1/8" !c 12 POCKET I 2, 3 OR 4'PAIRS / 48 1/8' PANEL WIDTH &DETAIL M ON ',� O - AT STILE-ENDS INTO CONC.J - r� - - JAMB ANCHORS 1 v PANEL WIDTH SHEET 73) 3 TRACK AT 3"O.C. JAMB ANCHORS .SEE CHART ON SHEET 15 FOR CAPACITY U UI i - 6i� 3 TRACK TYP: _ - - SILL ANCHORS _ M . o (1)WEEP CLUSTER (2)WEEP MUSTER (2)WEEP aDSTEA (2)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (1) kNNP====au•III \.+ � .p,Fd...... j TYPICAL ELEVATION " a . .. TESTED UNIT NO.706112 �_L OPENINOOPENING �?Q•'•, _ '' drawing no. D.LO HEIGHT =. DOOR FRAME HEIGHT - 9 1.1/16° ��,(` •� ��"� (9\ W16-02 PANEL HIEIGHT=N DOORANEL E FRAMIDTHEFIGHT -1 3/16" FL .#19965 /lnTjntil sheet 2oi_.M Signed 02-18-2016 E% .: .... ..- . . 2 TRACK .� I �HEAD ANCHORS yC. 3 190:9/16"MAX.> - ("g a; DOOR FRAME WIDTH - 14" MAX. .. - 0 O C. �. ANCHORS IN PAIRS- HEAD ANCHORS'. HEAD/SILL IL v -AT HEAD/SILL/JAMBS 2. 3 OR 4 PAIRS 1 AT STILE ENDS SEE SHEET 15 '�IN LL AT 3-O.C. - HEAD/SILLMAX. - IS Pit Imo„ 1 17/16" FALSE:MUNTINr SEE CHART,ON SHEET 15. IN. OPTIONAL A.1 - '(�. �FORCAPACffY - CORNERS., KKK... O Q _ 8 -- - - I Z O q. ...I7� REINFORCING i - u•?�- 1^._:_ AT INTERLOCKS j 0 ' 1I OPTIONAL. - 1 Q�u 02 Oect JH FOR naiTv it - li 42.1/8q - 42 1/8 eO.L. OPG. `D.L:OPG.: .- MS O HLL m w Jo I.1 /.� O. C, S / ,I /. /• / •o ,I - oma.. I - Z�I Ed V N I LL � Li I�c m. SILL TYPE ST ANCHORS> 48 1/8- 2 TRACKS 2,13 OR 4 PAIRS > 48 1/8 - POCKET JAMB ANCHORS °�' -� ATSTILE ENDS, ppNEL WIDTH '.PANEL WIDTH JAMB ANCHORS` -- SEE CNART ON SHEEP 15 .:. FOR CAPACITY-.. .. o 2 TRACK "' 17 SILL ANCHORS `ol I'6" z -el MAX. A.L. OPENING D.LO HEIGHT= DOOR FRAME HEIGHT - 9 11/16" D.L.O.WIDTH= NOM.-PANEL WIDTH 6' c m BPANEL HEIGHT DOOR FRAME HEIGHT -1 3/16 �°-, � d:7 t`t U 1114111 �.._: ..ee. 8 _.L..__ e. B. B. 8... (q rrm ousux - Itl:wm OAU -(a)W auam - lq Ilm¢osrtx ;(I)%w nUslm, - �`��;.•" ;v0 i _I .: . (TESTED UNIT) - - _No.70592 TYPICAL ELEVATION dmwin no. � 9 W16 02 'REFER TO PAGES 14 15 17 & 1t3 FOR WEEP SIZE. - FL 19965 '//®���'�;�`` .... I! n.N sheet 3 of,28 Sianed 02-18-2016. m I4° EXTERIOR, ... r .EXTERIOR. r 3 TRACK Q n 149 5/18 .- b46 9/16'_ 97.3/4' HEAD ANCHORS . ., oc DOOR FRAME WIDTH - DOOR FRAME WIDTH DOOR FRAME WIDTH 0.Ir p c. U FALSE MUNTIN_. HEAD ANCHORS 14*MAX. - IL N OPTIONAL ANCHORS SI PAIRS 2 3 OR'4 PAIRS- HEAD/SILL �i{u 48 1/8" :AT HEAD/SILL/JAMBS AT STILE ENDS - SEE SHEET 18 •-6�—MAK.:.-•. •• 'it O j �• NOM. PANEL WIDTH - AT 3"OiC. HEAD '.0 G N m. - 93, SEE CHART ON SHEET 15 t 8r. SILL 1 13/16" V p V,4 FOR i FOR CAPACITY to A C` E _ _ CORNERS MIN. C 0 1 ME I — c ------ .:,._ t i'r:_... .... �'..... ...._ _ .� .m._T__.. 0'y m I REINFORCING 'AT INTERLOCKS j t7 t0 CIH H 0 _ .SEE SHEET'13 P H - 'FOR CAPACITY \../ C-._ —._ 1/8; 0 ..:.m 1 oOPO,. I ., 42 1/8" - Iiil 42 1/8• o c n ---�T'--`' -x I m D.L.OPG. I ' D.L OPG. •0 0 �r/- 0 r,1 !_zl�iN ism SILL TYPE B2 ANCHORS 48 1/8" • J 48 1/8" POCKET - 2, 3OR 4 PAIRS 48 1/87 48 1/8 JAMB ANCHORS - AT STILE ENOS� PANEL WIDTH' PANEL-WIDTH o AT 3"9.C. PANEL WIATH PANEL WIDTH. 3 TRACK N �' -SEE CHART ON SHEET`.15 '.s - : JAMB,ANCHORS .. . . •;'.'FOR CAPACITY.., <' N EXTERIOR EXTERIOR.-. 3 TRACK TYP. SILL ANCHORS m i H (TESTED.UNIT) .. .2 o I: rn r TYPICAL ELEVATION - '> c No.70592 s, a W16 02. •#19965 '�'r! �NA4�� sheet ' _ � 4 of 28 _ Signed 02-18-2016 FRAME WIDTH r ._ DOOR.FRAME W - THIS APPROVAL QUALIFIES DOORS WITHr APPROVED 4, �/ ANE L WIDTH NON—REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS o SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 FM �i.1 It ARE PRESENT. ;L - FOR DOORS USING 90' &'135' CORNER STILES I O Z • 4 D, �--� + �H-- - � - LIMIT MAX. DESIGN LOADS TO 160.0PSF 1% 0. N �fVyW _ p, XXX(SHOWN) U V EXTERIOR. @ QQ H w OXX Vp �f XXO � " o XXX(REVERSE) - Q.a.p 6 . FRAME WIDTH Q.d t z . DOOR FRAME WIDTH._ -- - - i It NON—REINF. INTERLOCKS � .I SEE CHART ON SHEET 13. - - Q- °' {L'Z ut O., '_..._. �: 4•,: o L._ V m• XXXXXX(SHOWN) �L H j:{ J7 - �! H .� 7 I m OXXXXO - EXTERIOR NOM..PANEL WIDTH '^ 90'CORNER.DETAIL 0 ON SHEET 22. _ 4.Q w 135'CORNEWDETAIL P'ON SHEET 22 - OPTIONAL IN.LIEU OF A FRAME WIDTH DOOR FRAME.WIDTH. ,. PANEL 0 N H J L � m d oZMn G �..: H C $S .. ........ o U.... 4 ` .. -- ` :� m �I u_M OF T J a I o " 0 XXXXXX(SHOWN) :O ::.`{O l:J EXTERIOR 917 CORNER':OETAIL'0'.ON.SHEET 22 NON-REINF.INTERLOCKS ..-135 CORNER DETNL.'P'.ON.,SHEEf 22 .SEE.CHART ON SHEET-13 1 ..OPTIONAL:IN LIEU OF J DOOR FRAME WIDTH FRAME WIDTH C O PANEL WIDTH, &. ....._ H 1 r N r _ L_ ._... ...:.._.: .... ... ...... 0 0 i. 6 ....:. ........ .. .-._ ... ._—__ ................._..._:— r C H EXTERIOR H J H H N ```7111111 XXXXXO(SHOWN) O I O �„� OXXXXO- 90^CORNER DETAIL 0 ON SHEET 22- NON—REINF.INTERLOCKS 135'CORNER DETAIL P'ON SHEET 22 SEE CHART ON SHEET 93 ,P•'. GEN i OPTIONAL IN UEU OF A - ':. No.70692 NOTE: APPROVED CONFIGURATIONS 1. CONFlGURATIONS SHOWN'FOR ILLUSTRATION PURPOSES ONLY. 'NON-POCKETFQ QOQR_ (NON—REINFORCED SHOWN) - ® drawing no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. SEE SHEET 13 FOR Op'AND REINFORCING OPTIONS - 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, W16-02 7 THREE (3) TRACKS 4..DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER;FBC; - - FL #59965 �� itNAL .7� [sheet 5 of 28 Signed 02-18-2016 'DOOR FRAME WIDTH DOOR FRAME W. - - THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v1 v NEL WIDTH NON-REN F..INTERLOCKS CONFIGURATIONS SHOWN WITH 90 AND 135' CORNERS �J o SEE CHART ON SHEET 13 I r---- WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 -- -...... - ARE PRESENT. y 3 FOR DOORS USING 90' & 135' CORNER STILES Q z LIMIT MAX, DESIGN LOADS TO ±60.0 PSF F. - to � -� IO ..._._ ... Igo 8 I I _ ................ t .... __......._......... _. p 4 O EX RIOR O © Q�i w h PXXX(sHowN) `J w. XXXP - - - DOOR DOOR FRAME WIDTH DOOR FRSAM. E WIDTH I - ;I _ >KNRi NEL WIDTH NON-REINF. INTERLOCKS 0 oNiMpR SEE CHAR Im moo L PXXXXXXP(SHOWN) EXTERIOR._._...._.__ ___-J ` ^ J 90'CORNER S2 5COERDETNL SHEET 22 LL OPTIONAL IN UEU OF J 0�DOOR FRAME WIDTH DOOR FRAME WIDTH NONREINF. INTERLOCK..-.•... SEE CHARTON SHEET 13 O H oN j ^NNnIom` I - e ' I OH PXXXXXX(SHOWN)- EXTERIOR- - 90'CORNER DETAIL'`O'ON SHEET'22 PANEL WIDTH O XXXXXXP LPOCKET CAVITY NOT,6Y CGI 135 CORNER OETAIL'P'ON SHEET 22 NOT PART OF THIS'.APPROVAL - OPRONA4-IN LIEU OF J. DOOR FRAME WIDTH DOOR FRAME WIDTH o NON- NF..INTERLOCKS -SEE CHART ON,SHEET 13 C C Ia. 4 0 PXXXXXO(SHOwN) O O EXTERIOR '" O PANEL WIDTH `��T 1 p�T��ii� OXXXXXP 90'CORNER DETNL 0 ON SHEET 22 �� n i 135 CORNER DETAIL'P'-ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: SEE SHEEP 13 FOR Op AND REINFORCING OPTIONS 1, CONFIGURATIONS SHOWN FOR:ILLUSTRATION PURPOSES ONLY. _ THREE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE'SHEET 13. drowmg no. POCKETS ARE Not.PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. � " ..... C9�. W116-02 AND TO BE REVIEWED 13Y AHJ. 4. DOOR SHALCMEEf EGRESS REQUIREMENTS AS APPLICABLE PER TBC. FL #19965, �'rt `� sheet 6 of 2e, Signed 02-18-2016 - I DOOR FRAME—W. FRAME WID TH - -- - - THIS APPROVAL QUALIFIES DOORS WITH APPROVED U 1 REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS J o� _ SEE.CHART ON SHEET 13- WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 .o K1' ARE'PRESENT, m ,� FOR DOORS USING 90' &,135' CORNER STILES Q H LIMIT-MAX. DESIGN LOADS TO f60.0 PSF IL .--- Kt H EXTERIOR G1 XO(SHOWN) ox per " O DOOR FRAME W. .. 04 G O-� MAX.FRAME WIDTH p_a w O. REINF. INTERLOCKS SEE CHART ON SHEET 13 - - - - Q:�=LL 6 14 0 w aZ22 H , o Lt11 Kt. EXTERfORS AHD U, oli c. XX 0 o .. �' O Ci 08 X 3/4"SMS g! w Ld DOOR FRAME WIDTH. - - AT 24'D.C. MAX. FRAME WIDTH c 04 Z LL _ - S c; a •� tA ..... .. .... V Jt t0 Ha:EXTERVO, Gt �� 90'CORNER DETAIL;O'ON SHEET 22. OXO(SHOWN) - 13V CORNER DETAIL'P'ON SHEET 22. OXO(REVERSE) - OPTIONAL IN LIEU OF Ji -- DOOR FRAME WIDTH MAX.FRAME WIDTH: o REINF, INTERLOCKS SEE CHART ON SHEET 13,051 i G, EXrERIDR J, .. G, FL 19965 XXXX(SIMILAR). 933 CORNER DETAIL ETAIL'OP' HEET ON SSHEET222 r ��i -�\I i. . .OPTIONAL IN UEU OF J1_, � � '�'''�?0��'•. ��� i APPROVED. CONFIGURATIONS NOTE: NON-POCKETED DOORS (NON-REINFORCED SHDWN) A. CONFIGURATIONS SHOWN FOR,ILLUSTRATION PURPOSES ONLY. "a SEE SHEET 13 FOR OP AND REINFORCING OPTIONS Xt 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 0 drowln9 no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �4�1` `l�/1 6-02 TWO (2) TRACKS �`�' 4. DOOR SHALL.MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �� O L..lt�� _. IIUINt sheet 7 of 28 Sioned 02-1'8-2016 „ DOOR POCKET CAVITY NOT BY CG[ - 4 V u DN NOT PART OF THIS APPROVAL - - - - DOOR FRAME WIDTH 1� o DOOR FRAME WIDTH DOOR FRAME W. C) NON,-REINF. INTERLOCKS r - rdll' •--I---- IrrSEE CHART ON SHEET 13 Z j I , a. P 15 _ 6 1a ' .fit, jp i� - �.�. `lI G M K 8 La M .: U __ L__ �. I. CI W n `-_--I M� EXTERIOR K7 `---- I EXTERIOR 'H Lt 0 5�q O U O O C PX(SHOWN)xp PXX(SHOWN) - a; m XXP mo THIS APPROVAL QUALIFIES DOORS WITH APPROVED 'O a a c CONFIGURATIONS SHOWN WITH 90'AND 135' CORNERS( CC g in p WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q w ARE PRESENT. �.z$ m DOOR R FRAME W, DOOR FRAME WIDTH FOR,DOORS USING-9W&•135' CORNER STILES J L� r---- • - ----� LIMIT MAX. DESIGN'LOADS TO ±60:0 PSF NOTE: a II j. U; I ti I 1 CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. - p� aI i o a.1 2. FOR APPLICABLE-NON-REINFORCED OR REINFORCED DESIGN PRESSURES SEE.SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS.15 THRU 23, vi m ' --- —�', --� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. `-_-- ----� EXTERIOR J1 M 0O t n PXXP 90'CORNER DETAIL'0'ON SHEET 22 - S I w 13T CORNER DETAIL'P'ON SHEET 22 - LL APTIONAL IN LIEU OF J1 - � � C DOOR FRAME NaDTN p N M n DOOR FRAME WIDTH NON-REINF. INTERLOCKS z 3 r--- ---� �� ,, �� � SEE CHART ON SHEET 13 �.... �::: ...... i r-- __ T o a ........... ....... ......... j.0 o- I SD O j p ...... .... ..: _. ....- __ QM EXTERIOR OM OH PXXXXP 9T CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 c OPTIONAL IN UEU OF J1 9 _DOOR FRAME WIDTH - DOOR'FRAME WIDTH 'NON REINF.'INTERLOCKS q� -6—r--- _SEE CHARTONSHEET 13 o m d jo POCKETS ARE NOT PART OF THIS APPROVAL `o . I o I o AND TO BE'REVIEWED BY AHJ. m a la '. 71 .,...c i `MKOM OH EXTERIOR QPXXXX(SHOWN) -90'CORNER DETAIL-'D'ON SHEET 27135'CORNER DETAIL'P'ON_SHEET 22.PXXXO . No.XXXXP OPTIONALJ7ONAI IN LIEU OF *OXXXP _Il APPROVED CONFIGURATIONS 1` drawing no. .POCKETED DOORS (NON-REINFORCED SHOWN) FC OR•. ' ( W 16 02. FOR.DR AND REINFORCING OPTIONS - � ��� ����`�� ` ,,,,,,,_� TWO (2) TRACKS SEE SHEET 13 FL #1996a / 11i1HN� sheet $ of2gj Signed 02-18-2016 ... . THIS APPROVAL QUALIFIES' DOORS WITH APPROVED �v v CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS o WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT, a 3 FOR DOORS USING 90' & 135' CORNER STILES 1 0 01 LIMIT MAX. DESIGN LOADS TO 160.0 PSF I F 00 0 0 IL ot DOOR FRAME WIDTH _:._..._ :._:...... FRAME'.WIDTH. N m I v _ NOM. PANEL WIDTH:. - NON-REIN F.INTERLOCKS0 '. lO I ..,SEE CHART ON SHEET 13 H ;yds o �m o O a XXXX(SHOWN) � I OXXX I . XXXO � _. � ... ..{ ._: _..::_. C XXXX(REVERSE) lyO EXTERIOR O Q L2 Lg - m .. 0 OG �. DOOR FRAME WIDTH ........_ _._ :. FRAME WIDTH ..NON-REINF. INTERLOCKS -0 3 r7 SEE CHART ON: HEET 13 : , s C Z C H ....... _ n Om n i s i .. 1 .. t'.. t �Og i XXXXXXXX(SHOWN) - I OXXXXXXO I ,� r- � �-,� ' o LO O �J EXTERIOR.. HO Ji . `J U G; 9U.CORNER,DETAIL'0014 SHEET 22 NOM: PANEL WIDTH - \^l' C 135'.CORNER DETAIL"P'ON'SHEET 22 {y OPTIONAL IN LIEU,OF,J7 FL #19965 g i ``1777 nnurrrr� m (� '.N6.70692 o I NOTE: 'APPROVED'.�CONFIGURATIONS � 1..,CONFIGURATI,ONS SHOWN.FOR ILLUSTRATION PURPOSES ONLY, l'. d NON POCKETED DOORS- (NON-REINFORCED SHOWN) 2. FOR.APPLICA13LE NON REINFORCED.OR REINFORCED DESIGN.PRESSURES SEE SHEET 13. dFowmg o SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS <0 �`•.'.U, `` W1 6^-02 3.,FOR'ANCHOR DETAILS SEE SHEETS 15 T_HRU 23. � �L FOUR (4) TRACKS 4. DOOR SHALL:MEET EGRESS REQUIREMENTS AS:APPLICABLE PER FBC. i�rr rrril�it)"i7P���`` yheet 9 0}:28 Ginnad 09-1A-0016 THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v $ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �...............� c ARE:PRESENT. Z 3 FOR.DOORS USING 90' & 135' CORNER.STILES IZ LIMIT MAX. DESIGN LOADS TO ±60.0 PSF F, n is V o 9r vi cy 0&°0 0Hc FRAME WIDTH DOOR FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS Q m E SEE CHART 0 SHEET 13 r I o Fl I 0 s' 2 0 w I E co UXx (srowN)OxxxO nCD I C 0 J OH EXTERIOR O G (�� - 90'CORNER.DETAIL'0'ON SHEET 22 N N IW CORNER:DETAIL'PON SHEET 22 OPTIONAL INAJEU OF J O m d j Lj3 �� cz o ___ DOOR FRAME WIDTH - V - --"- NOM.'PANEL WIDTH H (� ... � _ C. Nl H H XXXXXXXO(SHOWN). -? :.... rl i ..._..__ ......... .... ..... ......................... OXXXXXXO © OH 0' U C EXTERIOR U �... 90'CORNEA DETAIL'A'ON SHEET 22 iJ c m 135*CORNER DETAIL'P'ON SHEET 22 o i OPTIONALINLEU OF J I I N FL #19965 '. I � I 70592 0 NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN'FOR ILLUSTRATION PURPOSES ONLY: "--- NON—POCKETED DOORS' (NDN-REINFORCEDSHOWN) 2. FOR APPLICABLE NON'REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, drawing no. 3, FOR ANCHOR SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS DETAILS SEE SHE 1$ THRU 23. i F[ OR- W 1 6-02 �,<`s ' Q�� ` .FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS,REQUIREMENTS AS APPLICABLE PER FBC. - �� T AL� sheet 10 of 28 Sinned 02-18-2016 THIS'APPROVALQUALIFIES DOORS WITH APPROVED �v CONFIGURATIONS.SHOWN WITH 90 AND 135 CORNERS o WHERE STILE CONFIGURATIONS SHOWN ON SHE22 ARE PRESENT, .. -ET' ,Z FOR DOORS USING 90' &. 135' CORNER STILES F m z - - UMI-MAX. DESIGN LOADS TO ±60.0 PSF ,P a a a .. .- _ . do 13 0 �NWu 1 DOOR FRAME-WIDTH C 0 DOOR FRAME,WIDTH_ NOM PANEL WIDTH._..•. NON-RESEE CHART ON S LOCKS 13 ��R 0. W I t!7)- H I - Q+ Z O i m o s3JL2 i.z x v § Z y iL 6: I OM ---- PXXXX(SHOWN) M H XXXXP EXTERIOR C j C 0 i. a Q� �. - w FRAME.WIDTH NOM. PANEL WIDTH •NON-REINF.INTERLOCKS . DOOR FRAME WIDTH - - :SEE CHART-ON*SHEET 13' N Lo n- : H I H.. ..... I I Y L. :t Y I In O M ly U H.. H r.11. IU In _ Ido r .. a oU -- t I ,�rte ,�;� PXXXXXXXXP (SHOWN) QM LI H `J. lJ EXTERIOR Q O 90'CORNER DETAIL'0'ON SHEEY.22 135'CORNER'DETAIL'P'-ON:SHEET 22 - o'. OPTIONAL.IN LEU OF J .. -)' u p p FL #19965 c uI1uI APPROVED CONFIGURATIONS -- POCKETED DOORS {NON-REINFORCED SHOWN). Nb.705'92 NOTE: SEE SHEET 13 FOR Dp AND'REINFORCING OPTIONS - - 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.j FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN,PRESSURES SEE.SHEET 13. � �drpw^9^p• 3. r,. W16-02 FOR ANCHOR.:DETAILS SEE SHEETS 75 THRU 23 o .. / I POCKETS ARE NOT PART OF THIS APPROVAL,' NAL AND'TO eE REVIEWED BY,AHJ. - 4,'DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE'PER FBC. yI'1111t1�. sheet 11 of 28) - - Signed 02-18-2016 THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS o WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 _._� n ARE PRESENT. 3 FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0.PSF f,• � OdR 2, N 0t O �. d°gym I OR°o 0.�' a 'FRAME WIDTH Q a iL o NOM: PAN0.WIDTH "NON-REINF. INTERLOCKS 4'Z"am DOOR FRAME WIDTH I SEE CHART ON SHEET 13 - J CDS d I I IpP°Ayy - C i d= t( o. ........ ... I 1' I. 1 QO n LLj PXXXXXXXX(SHOWN) 41 G ...,.._.... . __..._._ ��,,��._..._ T _._ r._..........._..__.��...__. _...._.`J EX�ERIOR �� �,........—� r J® O U `J n H H G TOS XXXXXXXXP � c OXXXXXXXP POCKET CAVITY NOT BY'CGI 90*CORNER DETAIL'0'ON SHEET.22 O N o NOT PART OF THIS APPROVAL 135•CORNER.DETAIL'P'ON SHEET 22 1�_ u - OPTIONAL IN LIEUOFJ 04 ._ O n T ..FRAME WIDTH (3 NOM. PANEL WIDTH NON-REINF.INTERLOCKS. `U SEE CHART ON SHEET 13 � DOOR-FRAME WIDTH � - -.... .- _ ...: ..__ w I� 7"— C.. ....__ � H H �p 7 r °a u I - ......_.. � `/ CO O ✓ EXTERIOR HO O ...... PXXXXXXXO(SHOWN) - SO'CORNER DETAIL'0 ON.SHEET 22 c v' 13V CORNEROETAIL'P'ON SHEET 22 a! OPTIONAL IN LIEU OF J m FL #19965 APPROVED.ETCONFIGURATIONS - No.70592 POCKED DOORS (NON-REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FGR APPLICABLE NON,REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. O''• a drawing no. 3. FOR ANCHOR DETAILS SEE SHEETS. 15 THRU 23. '/` ''•� ... W16-02 POCKETS ARE NOT PART OF THIS APPROVAL //// Iib,Y.� .-......... AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS, REQUIREMENTS AS APPLICABLE PER FBC. //+1T ImNI sheet 12 of 28; .. Rin wl T79_1 R_9MR DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY HAR CTS GLASS TYPES GLASS TY PES NOM. DOOR ,NUMBER OF INTERLOCKS INTERLOCKS . n. PANEL WIDTH FRAME HEIGHT PANELS W/0 REINF. WITH.RSINF Z.0 WCNES NCN6" ALONED EXT(+)I IN-T(-) EXT.(+) INT,(-), to 600 600' 800 800 30-1/0600 _60.0 800 �00 _C U 36-1/8 .80 .t0-_ 6010 600 60.0 80.0' 80.0.... NOMPANEL WIDTH _. .4_J N M. 42-1/B 10 60.0 60,0 80.0'. 8010 - - - - - Q.�y{M yQ 48-1/8 f0 80.0 80.0' 80.0 80.0 - - Ir of 54-1/8 9 53.3 53.3, 71.1 71,1 �' - _ _ _ _ V t 10 m 24-1/8 10 60.0 fi0.0. 80.0 80.0 (-' :O O) JO-1/8. 10 .80.0 00.0. 00.0 800 - t NOM. PANEL WIDTH I {�a O Q g 36-7/e 42-1/8- I 94 10 60.0 1 60.0., 80.0 80.0 - a..:� 48-1/8 10 60.0 60,0 80.0 80.0 a 54-1/8 9 :53.3 63.3 71.1 71.1.. .. Z O 24-1/B 10 60.0 '60.0 80.0 80.0 .�V'0 30-1/8 10. 60.0 .60.0. 80.0 80.0 'NOM: PANEL WIDTH, Li 36-1/e, 90 '10 �: 60.0 80.0 80.0 '' 80.0- - -- � 42-1/8 10 600 60.0 80.0 80.0 48-1/0'. e- -_60-0 .BOA 80.0 -'80.0 24-1/8 10 60 0 60:9 80.0 80.0 : - - - - V. 30-.1/B 10 800 . 60.0. 80.0 : 80.0 C. 36-1/8 96 10 60.0 1 60.0 80.0' L 42-1/B 10 '60.0 6D.0. 80.0 00.0 $$� p 48-1/8 9 60.0 00.0 80.0'- 80.0 - NOM, PANEL WIDTH: } W. v GLASS.TYPES. _ _ : TO. INTERLOCKS.' . WITH REINF. Br 24-1/S, 10 - 60.0;. 60.0 - : d -0, 30-1/8. •10 - - 60.0 60.0 - APPLiOBLE FHC EGRESS- E C z Ci 36-1%B 1 102 10. - - 60:0 80.0:' REQUIREMENTS TO BG - lS .."y •n REVIEWED BY-AHJ. o .. 42-1/8 to - - 60.0 60.0 10 - _ .60.0 :60.0. 'CN7 U k' 54-1/e - 9- - 54.4,_ 54.4.: - _ _ ........_ .1 :. ;O 24-1/6 10 3671/6 10 - - - 60.0 -60.0 42-1/0 108 .60.0. 60.0 - 48-1/B 10 - 60.0 60.0.' c 53-1/8 9 -. �- 54.4 54.4:. 24-1/B 10 ... - 60.0 60.0 .. .. - NOTE: c 30-�/6 tD - -' so.o 60.0 GLASS CAPACITIES ON THIS SHEET'ARE 36-1/8. 114. 10 - 60.0 60.0 42-1/8 10 - w.a S so.D BASED .ON.ASTM ElWO4 09 '(3 SEC. GUSTS) 4a T/a ` s - 60.0: so.o AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 n 24-1/6 - 10, - - 60.0. 60.0... 30-1/B 10 - 60.0 i'60.0. EB ' 3e-t'/9 120 10 ..:... .= s0 0 EO.9 - :;. - - ,- 1 c _ _._._�.... FL #1965 42-1/8 10 - 60:0 600.: '- 48-i/860.0 No.70592 ' t �o ', (drewmg naa SILL RISER ITEMS E8.OR ES.1 ARE REQUIRED FOR LOADS 1 ID (W16-OZ .� JCJ .INTERLOCKS INTERLOCKS f_ABOVE +80,0 PSF ONLY. - �A��cr A�, sheet 13 of 28 W/O REINF.. :WITH.REINF.. .. Signed 02718-2016 3/16"ANN. GLASS ....3/16"ANN..GLASS 075^Inted-yer 075"Interlayer a Saflex CP With PET Core. Saflex CP With PET Core ,a By'Eastman Chemical Co.' By'Eastman Chemical Co. OR ,OR - Z n-i .090 tnterlayer 090" Interlayer _ 0_� 01- Saflex-Clear And Color Glass - Saflex:Clear.And Color Glass - - -By 'Eastman Chemicat Co.' - By 'Eastman Chemical Co - - - - �".2 (4 a OR: .. - OR _ Q.IL g 090"Interlayer - 090" Intedayer o SentryGlos 3/8"AIR SPACE SentryGlos 4 fl. By 'Kuroray America; Inc.' By•Kuroray Americo, Inc.' - - Yi• OR :. OR 090"Interlayer 3/16"TEMP.GLASS 090"'Interlayer - 0 y Ct Butocite PVB Butocite PVD - - U D .,H By 'Kurorey America. Inc.' By'Kuroray America, Inc.'. -p 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D.GLASS 0 a OI.o aayappp StLiCONE - - - SILICONE u' C£SCS 1200 wF GEt SCS 1200 m.. DOW CORNING 899, m DOW CORNING 899 w fn tn6. N. DOW-CORNING 995 yy DOW CORNING 995 M7 • ] M7 - X!,EDGE SPACER 'I ST..STEEL BY.CARDINAL' ' .. r......... ..:.__-i DURASEAL BY'gUANEX' � a SETTING BLOCKS - OR 0 i AT'1/4 POINTS ON UTES - SUPER SPACER BY 'QUANEX' a„ 1 ' WIDER THAN 36' . . ai j SETTING BLOCKS F OUROMETER 85±5 AT 1/4:POINTS ALL SIZES W k EP.OM O ' - W OUR OMETER 8515 til GLASS TYPE 'A' GLASS TYPE 'Al` N; c i 7/16`OVERALL LAM. GLASS - 1"OVERALL INSUL,LAM.GLASS- as p N �C'4 3/16"HEAT STREN'D GLASS - 3/16" HEAT STREN'D GLASS _0 3 M n n 075"Interlayer 075"Interlayer E .0 Z Saflex CP With PET Core Sdflex CP With PET Core 3 0 By 'Eastman Chemical Co.' By'Eastman Chemical Co.' pg OR 'OR` .090" Interlayer ,.090" Interlayer Saflex Clear And Color Glass -Sofiex Clear And Color Glass' BY,Eastman.Chemical Co.'- :.By'Eastmon:.Chemicol Co.' OR:. „OR 090"Interlayer- - 3/8"AIRSPACE 090 Interlayer - - - - SentryGlas SentryGlas By`Kuroray America,Inc: - By'Kufaray.Americo, Inc:''' OR - OR .. 090"Interlayer - -- ::3/16"TEMP.GLASS -090'Interlayer • : Butaclte'PJB - Butocite;PVB - - o By"Kuroray America. Inc. - By'Kuraroy'$unerico.Inc.' _ - c 3/16"HEAT STREN'D GLASS - 3/16"HEAT STREN'D GLASS - y SILICONE SILICONE F, GE SCS 1200 Eu GE'SCS 1200 m DOW CORNING 899m bow CORNING 899 z DOW CORNING 995 - - ? DOW.CORNING 995 M1 M1/ XL EDGE SPACER - I a ST.STEEL BY'CARDINAL' - - •S ro ! SETTING BLOCKS n � I I OR #L9965 AT 1/4 POINTS ON LRES :.i Fh -- i 36" II -,t,i DURASEAL BY lQUANEX' WIDER THAN 1 SUPER SPACER BY'OUANEX' - - ``1µf®Ilrfry4 i 0 DUROMETER 85±5 O `� +�P.,. G4 1 0. j SETTINGBLOCKS. µGEN n \ - AT 1/4 POINTS ALL SIZES a EPM L B F UROMETER 85±5 GLASS TYPE 'H' GLASS TYPE 'Bl' O 6 lrjdrawing no. 7/16"OVERALL LAM.,GLASS - 1"OVERALL INSUL. LAM.GLASS �•' LW16 02 GLAZING OPTIONS ill'%`� IIIItU. CsheeFQ¢of 28r Igned 02-18-2016 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS .2BY WOOD DUCKS IN CLUSTERS TYPICAL ANCHORS {�� N CONCRETE AT MTG. STILE 'SEE NOTE SHEET 1 AT MTG. STILE - 1N CLUSTERS o h INTERLOCK.ENDS &INTERLOCK ENDS AT MTG.:STILE IN CLUSTERS METAL STRUCTURES I '4 SEE CHART' 3 KSI SEE CHART 1BY WOOD BUCKS &INTERLOCK'ENDS. AT MTG STILE SEE SPEC BELOW 10 EDGE- IST.°`�;FOf11 QUMinT1E5•,.• CONCRETE FOR gl♦A"TIES SEE NOTE SHEET 1 SEE CHART & INTERS SEEENDS CHARTZ n i •'• EDG DIST FOR QUANTITIES •3 5/� FOR QUANTITIES 0 1- -' • ...a 5/8- EDGE!d15L •"3 5/8 I-w !� i _ _ I. * CONCRETE EDGE. 3 5/8" QF Tv- ___________� 6 . 01St. O 0.O0 4 U L2 FM ANCHOR-TYPE.A •N ANCHOR'TYPE A _ N LD ANCHOR TYPE B. N mIx ANCHOR TYPE C INTO 2BY.WOOD BUCKS a THRU 1BY WOOD BUCKS T o - DIRECTLY INTO 3 KSI CONCRETE a INTO.METAL STRUCTURES �_ a-p OR WOOD STRUCTURES - INTO 3 K51.'CONCRETE _ OR APPROVED MULLIDNS Gq bE a DESIGN TOAD CAPACITY-.PSF(ANCHORS) - -- ......... ..-_.._ ...._. a W 2 6 'HEAD ANCHORS BILL ANCHORS - • - - WOOD BUCKS-AND METAL STRUCTURES NOT'BY CGI WINDOWS. INSTALLATION CONDITIONS SHOWN APPLY TO ti Z. II MUST (TYPE A.B hC) (TYPE B2); SUSTAIN LOADS IMPOSED BY GLAZING.SYSTEM AND BOTH 2.TRACK AND3 TRACK SYSTEMS WITH 1 pq'._ . - ' J CLUSTER AT CLUSTER AT TYPICAL ANCHORS': SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE STD FRAME HEAD AND,SILL. a m SOLE/INIERLOOK ENDS STILFANTIOR t ENDS ---------_ .._.._._.._._....__.. ............. NON. DOOR - 4 6 a 4 1 0 a T--.._ -._ ....._. ._...-- AT READ- . - ..- - �.� - - - - '-AT JAMBS....._ ..._.... . ....... ...... . ......... . ...._ PANEL MDTH E HDONT EXT.(+)EXT.(+)EKT.(+) EM.(+) EXT.(+) EXT.(+) TYPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (FU-177 KSI,Fy=155 KSI TYPEW-- 1/4' DIA. ULTRACON BY'ELCO' (Fu=177,KSI,Fy--155 KSO m INCHES INCHES INTX-)INT.(-)INT.- INT.(-) INT.(-) INY.(-) THRU 1 BY.BUCKS INTO:CONCRETE ' I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 24-1/8 800 80.0 :' I ¢ m 1-1/4" MIN.-EMBED INTO CONCRETE - ' " 1-1/V MIN. PENETRATION INTO WOOD 36-1/8 82 80.0 - - 1762 800 THRU 2BY BUCKS INTO CONCRETE - I� THRU 1BY BUCKS INTO CONC. OR MASONRY I !1n y 42-1/8 72.4 80.0 - 687 800 Yds 1- n __-___._. - 1/2" MIN, EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 0 p 48-1/8 66.8 80.0 ,-634 ,600 - 1 OI-i! �. 54-1/8 62.8 80.0 - 595 80.0 - I TYPE 'B'- 1J4' X 3-1/4' ULTRACON BY'ELCO'(Fu-177 ksl,Fy-155 KSI Il TYPE 'B'- 1/4"DIA ULTRACON BY 'ELCO'. (Fu-177 KSI,Fy-155 NSI) I s O LIJ 24-1/9 '80.0 - - 6000 _: _- DIRECTLY INTO.CONCRETE DIRECTLY INTO CONC. OR MASONRY ) I.0 30-1/e eoo eO.D = I 2" MIN. EMBED I'I 1-1/4" MIN. EMSED.INTO CONC. OR MASONRY 36-1/8_-- 75.5 80.0 71.6 80.0 N - d = 421/8 e4 67.13 90.0 64.3 ao.o . - TYPE 'C'- 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 CRS) TYPE'C'- 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 CRS) N 10 e 4a-1/8 k 62.3 80.0 - 59.1 80.0 - _I - .INTO F.B.C.APPROVED MULLIONS (1/8"THK. MIN.) I I INTO F.B.C.APPROVED MULLIONS (1/8."THK. MIN.) I � O 54-1/8 i -56:4 eo.o - 553 800 INTO METAL STRUCTURES. - INTO METAL STRUCTURES z C m 2a-1/e �56.7 - - ao0 STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) STEEL : 1./8"THK. MIN. (Fy 36 KSI MIN.) i •-.z� 30-1/8 80.0 789 ep.0 I - ALUMINUM':'1/8'THK. MIN. (6063-T5 MIN.)" I ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN:) 38-1/8 90 eo.0 -- 55.6 eo.o - (ST.EEL IN,CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � (STEEL IN CONTACT'WITH ALUMINUM TO BE PLATED OR PAINTED) ",.i' -.-� 42-1/e eo.o - Sa.7 60.0 - L- -.:- , - _...... __. :-..._.. ....., ..._ . - :- :J�-----. ...---. ...._... - . - . -..- .- . - . - . - . ... ----- 4a-1/a e0.0 - 53.7 80.0 24-1/880.0 AT SILL --- -- - - - ANCHOR EDGE DISTANCES T 30-1/a. 7a.5 eo.0 899 800 TYPE 82E- 1/4" DIA.,U77 LTRACON BY'ELCO' (Fa.61KSI.Fy.155 KSI). 1 :.INTO.CONCRETE OR.MASONRY a 2-1/2"MIN. 36-1/8. 96 639 800 606 Boo - DIRECTLY INTO CONCRETE INTO.WOOD STRUCTURE= 1"MIN. .-_-._.. INTO METAL.,STRUCTURE'o 3/4'MIN. 42-1/8 s7 o Boo �`5a 0 80.0 - I 1-3/4" MIN, EMBED INTO CONCRETE CONCRETE AT HEAD, SILL OR JAMBS 1'c J000 PSI.MIN. 48-1/8 sl @- 77.9 80.0 49.3 73.9 ao.o L- -' - - - '^' - - ' - ' - C-90 HOLLOW HEAD. BLOCK JA JAMBS Pm.0 2000SI PSI MIN. 24-1/8 60.0 - - 60.0 - - 'y NOTE:. '- 60 30-1/8 60.0 0.0 .0 pmp ANCHOR CAPACITIES LISTED ON THIS' 0 - �. - - F a SILL RISERS 36-1/e ss.3 60.0 sae soo - SHEET TO USED IN:CONJUNCTION _ toe - Yi. SEE SHEETS 3 15, A & 18FOR.OPnONAL SILL DETAILS 42-1/a 52.7 50.o sDo so.O - �. WRH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY 48-1/8 47.e60.0 ass 60:0 - LOWER APPLICABLE VALUES CONTROL.- - 54-1/8 -44 3- 60.0 42.0 .60.0 - s' 3 TRACK;SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B.... - ANCHOR TYPE'S 24-1/e -6oO' - - so.o - - 0 TO 2 AND"4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE - ? 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FOR QUANTITIES �q••• O " W16 02 LIMIT EXi.(+) LOADS TO 60.0 PSF FOR.DOORS W/0 REINFORCING ALL SIZES � MUST TRANSFER'SHEAR /j\E � �\ LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/RONF UPTO 96 X HT LOADS TO STRUCTURE // �S.' \� LIMIT.EXT.(+)LOADS TO 60.0 PSF FOR'DCORS W/REINF:.ABOVE 96 IN.HT.UPTO 120.IN.HIGH. FL #.1,9965 HI III tl sheet 150(28) Signed 02-18-2016 N SEE SHEET 15 FOR ANCHORS io vm 3 EDGE DIST 3 5/9• OST EDC DIST. 5Ie EDGE DIST.. 5I8 I 0 m mx n' ° E WEEP SIZE 1/4" X._1 .. �/ ...... I Mtt IIJ III f IL .0 ! SU-U�C�Go REFER TO SHEET' SOaCJv f INSTAIATON CONDITIONS. 1® W�F�Z i LJ gNZpp� JOPTIONAL SLANT SILL DAPTORS m0 j3SOILL COVER U)rOPTIONAL md W.. ........ ' 0G SI o O iSILL RISERQEB1 REOD. FOR LOADS POURED&HARDNED ABOVE+60 PSF o HIGH STRENGTH GROUT NON-SHRINK,NON-METALLIC SILL RISER c eaOFOR LOADS5000 PSL MUST TRANSFER SHEAR NO7.1GIST ABOVE{60 PSF CTURELOA05 TOSTRUV ��- "NN��"nFI 'f !f III ; I• n- B D CF) ® C� O � O S H II 1171 to ® o ® Rd'0 i.......... 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PANEL WIDTH .. c u - #1 >u _ FL 965 n � `11µ1n9u��� r—I II 5f - - ,```'�•'Mo-70582. �-i n a I'�' . drawing no. EXTERYOR W12 !r,t11U%L1�� sheet 23 of 28, CODE PART No DESCRIPTIONMATERIAL MANUF. REMARKS U Et CGI-183 FRAME SILL 2 TRACK. 6063-176 CCI EXTRUDER E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - IY ._........____.._____—__..,. .� E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CCI EXTRUDER E4 CGI-153 EXTERIOR.INTERLOCK 6063-T6 CGI EXTRUDER E5,-. CGI-154 .., INTERIOR,INTERLOCK 6063-75 CGI,EXTRUDER - - 1•"W I E8 CGI-155 MAIN STILE - 6063-75 CGI EXTRUDER E7 CGI-156 TOP&BOTTOM HORIZ 6063-Ts CGI EXTRUDER - Q EB OCI-157 SILL RISER 6063-76 COI EXTRUDER - a __.......�____..._.._...... IIuu 0.1 _CGI-181 ALT. SILL RISER(OPTIOIk) 6063-76 - CGI EXTRUDER u E9 .CCI-158 ASTRAGAL _ 6063-76 _ CGI EXTRUDER - - 0- �'m E10 CCI-_.159__. INTERLOCK REINFORCING(LENGTH - FRAME HT -8) 6063-76. CGI EXTRUDER > _ E41 CGI-182 FRAME SILL 3 TRACK 6063-T6. CGI EXTRUDER - - a. .. ...:_'_ E12 CGI-161 .FRAME JAMB 3 TRACK- 6063-1`6 CGI EXTRUDER E1.7 CGI-185 FRAME.HEAD 3 TRACK - :., 6063=T6' 'CGI'EXTRUDER Z -_..._..__._......._ _._ ................ 2W E14 CGI-158 OUTER-TRACK ASTRAGAL c - 6063-T6 CGI EXTRUDER,. - _ _ - LL,.Z E75 OGI-170 POCKET HOOK _ _ 6063-T6 CGI'EXTRUDER ... = J ZpZ m i " E16 CGI-127 7/16'GLASS GLAZING BEAD 6063-T5 CGI'.EXTRUDER'.. - Q W m 2 E17 OGI-123, I"GLASS GLAZING.BEAD 6063-T5 CGI EXTRUDER - 0 E18 CGI-153A EXTERIOR INTERLOCK- (OPTIONAL) 6063-T6 OG12 EXTRUDER'..- 3 ....._. ___ .......__ •1 E19 CGI-154A - INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI:EXTRUDER- E20. : CGT-155A MNN STILE .(OMNAL) 6063-T6. :CGI.:EXTRUDER.: H -E21 CGI-156A_ TOP-&BOTTOM HOR17 (OPTIONAL) 8063 T6.: COI.EXTRUDER -E22 CGI-158A ASTRAGAL ; (OPTIONAL) 6063 1`6_ CGI EXTRUDER -- - -- ` E27 CGI-I6BA OUTER TRACK ASTRAGAL(OPTIONAL) 6063 T6 CGI.EXTRUDER - � �. -E24 CCI-180. 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SULUVAN/INTERLOCKS .22-0001- . _.__._____._.._..........._........ - M7B SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SILPRUF SEALANT SILICONE BE - �VVtt� t1111J.TIT M20 .CGT 177 PANEL TOP&BOTTOM DUST PILE WOOL SULLIVAN OR EGUN 4 PER PANEL - - - `� .... •. �� T M21 CGI-174 HEAD AND SILL SMALL PILE.PAD WOOL. ULTRAFAB OR EQUIV.' T PER INTERLOCK/ASTRAGAL •M22 COI-175 SILL INTERLOCK PILE PAD WOOL.: ULTRAFAS OR EGUN 7 N0.70592 - •• i �' �. M23 HO-12-10042 350 REACH POCKET SEAL - pMESBURY y S2 - #10 X 1 1/4"I.C.PHL PH.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER - 5 .• ' drOwmg no. Az IO ...1. .� W 16-02 FL #19965 NALIt P� sheet 24:of:28 Signed 02-18-2016 4.735 jam---5.921 .1,340 .. 1.340 -�{ �1•�120 r--...0701. .070-- i I .675 .. .::... ..__ ;.� .860'. . ....Sa7 1.2go .947 1•Sp: .996 .050 .975 .99x5 .OSp .975. Z ; 3.255 I. - -el 1,184.1 4.250 , 4.250 Q no 6. 'o' O FRAME HEAD (2 TRACK) . FRAME HEAD (3 TRACK) •070 �. LAZING BEAD _ _GLAZING BEAD ',4 . _. LIII rtRRHH III :�:.QHS INSUL LAM.GLASS ai p LL sss stns t p��Nu n .075 .075. 7.508 - -�1.186 v.,O 2 m 2.600 q 070 d 1070:- 2.600 E?r TOP/BOTTOM HORIZ - TOP/BOTTOM HORIZ (OPTIONAL) �7.Na V p .640 - .753 - .: 3.00Q--'"-- .725 .065 .664 _ C Z LL 101 •060 3.000 Q N 1.831 3.000 .07Q ,- k--X4.735- i I- C .� � -al .125 5 abI L-3,000--J 8 7,490 1.415 : M2 FIX. PANEL CLIP ,.aso 1.415 0 Et FRAME SILL (2 TRACK) �'.% FRAME SILL (3 TRACK) 3.750- 2.005- - t.7 2.005.-� .V e 3.750 .: 2 755 ''"'y EXTERIOR INTERLOCK (OPTIONAL) _ s� c I .i55 - ..070 I66; 6.� Y N •125. E5 MAIN STILE ,695 3.750 F` MAIN STILE (OPTIONAL) i 'TTF0w .. .070. -3.000 .265 - .125 3.000-^j 7 1,870 995 11610 .095 s C 9 3.570 3.572 E SILL..RISER (OPTIONAL) L610 7.870 - 1.870 - I 1.415. 1.770 1.415- � M i 1:600 '.070 1.770 _ ...060. - .060 .0, _ 3.188 .3.572 I - d "0.3_�in 2. .7-I 13 p 2.005-moi. 1.255' :070 .070' F^-2.005 1.625 iii V.pg .2.005 E5 INTERIOR INTERLOCK .582 INTERIOR INTERLOCK.(OP IJUNAL} G----- •�-) 1.255. E1J OUTER TRACK ASTRAGAL STILE E9 --. ASTRAGAL STILE' - 1.786' F^-2,720 2.005 - .572,'.. - .995 POCKET-HOOK ASTRAGAL (OPTIONAL) 741 i _ 1.501 A60.: 1.. ,='j :625 ....... ... : 2.591 3.341 3.750 . . .1561.920 v � �. 1 920..: _2.670 _ II - ... -� - .625 'h- c a! o a Ea EXTERIOR INTERLOCK H .070 625 �-. (e)SILL.RISER (OPTIONAL) °c 3510 SILL COVER(OPTIONAL) 1.825 i �,� i� .� :. .125 1.fi00 ,, :7,870 `����. i __ d_ ._. NO. 692 ;. _ II,� .2.005�. _ � l-. drawing no. Wl 6-02 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) : FL #19965 N77 (sfieet 25 of 28 Signed 02-18-2016 f.886 1.375 1.615 2.270- 1'61 270 7\ �I .125.. �.�I .128 1.886 - .128 �• 28 � .260 / .190 1.650 840 Z •� .125 3.528 1.586 FRAME HEAD COVER III1('�Il��� � .774 1 1.E- 1$25 1.485 4.755 .065 Q covci4 .190 t.330 080 :1.621 .840 R.�i WI ��jj 7.886 :2:472 1.347 0 ............. .344 .060 \ / II I 0 -^7 b-.625 . E2 FRAME JAMBFRAME SILL COVER o a F (\E31 ,FEMALE CORNER ADAPTOR'(90') E32- FEMALE CORNER ADAPTOR (135'). E33 MALE'CORNER ADAPTOR - - ;.(2-'TRACK) •243 Z O 2 I I J�Z1�1+ffa 1.791 Q 1>✓01 .080 -.__._....._._ � 1.620 FRAME JAMB COVER 5.951 ,080 J,.(7 1.620 25 125 c' 0 W v' Z 5�45 ul f 090�� 1.620 1.508 C n. rn N N m V 3M ^.' FRAME JAMB (3 TRACK) V FIXED PANEL CLIP o - O „�, � i to C 0 V m v Y o FL #19965 d� �;yZ�g�',' 1 �� .• drawing no. W16-02 7� I il1AL G;�1 shee ___..__.t.26 of 28; Signed 62-18-2016 0 V ^ W�... m 1 i 3� N 1 N m N D L-J I -1 I0 0 A O p U O n n z z I N V O' O N �N�O O a\ A A a\ N (). a a 9 . rn _. m a tlaa: o2-+s is revisions (SERIES SENTINEL i5D ALUlA BODING GIASS,WOR(Lbl.l.) -FAR CORPORgT10N m d: no date .,Y, escn ion ----_ _. �,..... . - a 1 4 --- ENGINEERS&PRODUCT DEVELOPMENT mow« 3/a ) I CGI Windows and Doors, Inc. f ro ��: 9360 SUNSET DRIVE,SUITE 220 ptl er -' ---- 10100 N.W. 25TH STREET =I,FLORIDA 33173 p .: �._..._.._� MIAMI, FL. 33172 TEL(305)2646100 FA)L(305)262{978 NI N 9 ehk by: "' TEl. 305 (305 593-6592 593-6590 FAX. ca, > � c0MP=ANL�w)6-ozccl 4 x x v Z Z Z. A A \ N A q _: N N O' m m N � o D O O Z A r m Z O CA till Iq���' G [A 'OCD g n _rcc N S n aatr o2-16-Is revisions: SERIES 5F.R11NEC 150 ALUM Sl1OING GLASS DOOR(Ella.) AL-FAROOQ CORPORATION m no a description __._ -�.__ ENGINEERS-&PRODUCT DEVELOPMENT Windows and Doors, InC. 9360ZUNSEi DRNE,SUITE 220 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 r O -- MIAMI FL 33172 -ML(305)26"9.0o FAX.(305)262-6978 �''J m.P enk:Dy; _� "'" TEL (305),593-6580 FAX.(305)X593-6592 COMP- L WI6-02CGI