Loading...
HomeMy WebLinkAboutProduct Approval (2) M IAM!'®ADE MiAiIMI-DADE COUNTY o 5e�,­z c� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESO RCk + ER), 11805 SSV 26 Street,Room 208 BOARD AND CODE ADlILyISTRATION DIVISION e4 ry ` 15,: 90 F�78b)315-2599" NO'T'ICE Off' ACCEP'T'ANCE DA �r���mian,������fion�v CGI Windows&Doors 10100 NW 25'a Street Miami,FL X3172 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - 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. RER 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 a r as-des��i a herein, and has been designed t oo C mply-4 nth the Florida Building Code ' mg the High Velocity Hurricane Zone. _ + PTr�N..Sei ie"s"_Sentlne1110"Alunuiiuni Single hung Window=L-M;I.. PR® �0C-IA's[:�ra�� ng- W1fl�3;fii11e ernes Sentinel 110 Alum. S.H. Wdw. (L. ', sheets 1 through 9 of 9, dated 02/02/10, with the revision B dated 09/09/14, prepared.by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.B., 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: Tile 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# 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document rinentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r-t :'r- NOA No. 19-0915.06 MiAMbDADE COUNTY t if Expiration Date: September 22,2020 e art f Approval Date: February 05,2015 E Page 1 i CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled "Series Sentinel 110 Ahura S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision B dated 09/09/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniforni Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No.HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vino J. Abraham,P.E. (Submitted underNOANo.10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasB Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex HP Composite GIass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. . � ManuejP6rPz,P.E. t✓ Product Coltool aminer NOA iti``o:I4-09I5.06 Expiration Date: September 22,2020 Approval Date: February 05,2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014),and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.HTL-0080-0101-10,issued by Hurricane Test Laboratory, LLC,dated February 03,2010,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Proposal No. 09-0032 issued by BCCO, dated October 22,2009,signed by Renzo Narciso. (Submitted under NOA No.10-0510.11) G. OTHERS 1. Notice of Acceptance No. 11-1115.08, issued to CGI Windows and Doors for their Series"110 Sentinel" Aluminon Single Hung Window- L.M.I. approved on 01/12/12 and expiring on 09/22115. / Manuel Pep&, .E. Product Control Id�xa +liner NOA No.14- Expiration Date: September 22,2020 Approval Date: February O5,2015 E-2 53 1/8" 52 1/8- 52 1/8' if V c8.7 FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/16• 47 7/1V' 47 7/16• ._ D.L.O.(FIX.LITE) FALSE MUNTINS D.L.O.(FIX.LITE) FALSE MUNTINS D.L.O. (FIX. LITE) A 20 9/I6" (SURFACE APPLIED) 20 9 16" (SURFACE APPLIED) N 6'MAX. MAX. ** DPT 20 5 1/2'MAX. MAX. ## OPTIONAL 5 1/2"MAX. 20 9/16 HEAD/SILL A HEAD/SILL HEAD/SILL Al HEAD/SILL HEAD/SILL HEAD/SILL R o 0 CORNERS 4 CORNERSTI 6 CORNERS 7 121 0 a CY \5 O G D 5 a�O a�O.{ 0 o ii / ii n o Ot ii `� ii d D2 ii ii Ik o o B ii ii �s o e B ii ii � 7 B II II �� Q�3rL' u4 n u 6 n u 7 Ii ii {L tuf.:o x -- - - Qb n V II / II N as Li a 5 II %/ II LiIJ J -An= ____1_1i�nIi_ _iInIi_____ �n II II n ;it 7 , "ii d Ti! i. OO WrN, co 7 41 � N N N c s m FALSE MUNTINS m (n N N 47 7/16" $0 47 7/16" iu z (SURFACE APPLIED) 47 7/18" D.L.O. (VENT) tO D.L.O. (VENT) OPTIONAL D.L.O. (NEAR) \ u 0 M m 50 1/4" 50 1/4" 50 1/4' z z o VENT WIDTH VENT WIDTH VENT WIDTH F 0 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME � SERIES SENTINEL-110_ALUMINUM SINGLE HUNG IYINDOIY TYPICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2.. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS01 9 t' OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY c APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS SPACING EXCEEDS 20 916"CENTER ANCHOR REQUIRED WHEN 0 6 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS o I_LLL MIT REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSULATING LAM. GLASS •s HURRICANE ZONE (Flvriz). LARGE MISSILE IMPACT `0`m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACT LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr:JAVAD AHMAD r r EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCTREVISBD FU.P A.N.3538 Building Codc/0592 as complying wilh Ilio Floridn g C ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Aecelllnnm2r5w. W9f50 b 3 NOT PART OF THIS APPROVAL. T.h�pirnlia -,�A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c---MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT BYE/' drawing no. / Miam—do Product Con l— COME INTO C014TACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. shoat � of 9 ITES UIN EQUAL DCA WINDOWS- UNEQUAL CAP ITY-f3 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP FIANCE DIMS, SUCK DiM8. ICLAFS TYPES'A VAt'CUSS TYPES's VBI' PIANGE DIMS. BUCK DINS. UAX.TOP t17E CLASS TYPES'X&'A1'GtASS TYPES%%217 �� p WIDTH "EIGHT WIDTH HEIGHT EXT.(+) HIT.(-) EKY.(+) INT.(-) %YIDTH HEIGHT WIDTH HEIGHT 'A'DILL. EXT.(+) INT.{-) Elf.(+) INT.(-) 19-1je' i8-1/8" 75.0 75.0 SOX 85A 53-11s' 78' 52-1/8' 75' 35-1/0 75.0 75.0 80.0 BSA 26-I/2' 25-1/2' 754 75A 80A 85.0 49' 79' 48' 78' 79-1/4' 75A 75.0 804 85A �Wr 37" 26' 36' 25' T5,0 75.0 80.0 85A 25-1/2' 25-1/1' 70-5/8' 75.6 75.0 80.0 85.0 ,E 0• g 49' 48' 75A 75A 80.0 OSA 31' 3D' 63-5f8' 75D 75A 804 85.0 a p � ti 53-118" 52-I/8' 75.0 75.0 80.0 85.0 33' 85' 32' 84' S0' 75.0 75.0 80.0 85.0_ 0 d 19-1/8' 18-1/8' 75A 754 80.0 85.0 37' 35' 53-1/2'_ 75A 7S.0 80A 854 a 2S-1/2' 25-ij2' 75.0 75.0 80.0 85.0 43' 42' 45-1/4' 75.0 75.0 80.0 55.0 37' 38-3/8. 87 e' m / 36' 37-1/8' 75.0 75A 804 tlSA -� VV 49' 48' 75.0 75.0 00,p 85.0 25 53-1/8' 52-1/8' 75,0 75.0 80.0 85.0 19-1/8' Itl-1/8' 75.0_ 75.0 80.0 85.0 WIDTH c+ 00'a a o 26-1/2' 25-1/2' 75.0 75.0 60.0 85.0 a 3 m 37" 50-5/e' 36' 49-5/8" 75.0 75.0 80.0 85.0 2: 49' 46' 75A 75A SO.O 85.0 1 4 57-1/8' 52-If8' 75.0 75.0 80.0 85.0 Q W 1S-tf8' is-tf8' TSA 75.0 80.0 85.0 !i W 26-1/2' 25-1/2' _ 75.0 75.0 80.0 85.0 u ',1 L ---- � 37' OS' 36' 62' 75.0- 7SA 80.0 OSA E3 �".-AA�� = c+ 49' 75.0 75.0 50.0 85.0 �I p SSS ai 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 �I 19-1/8' 18-1/8' 75.0 75.0 80.0 65.0 26-1/2' 25-tj2' 75.0 75.6 80.0 05.0 to N 37' 76' 36' 75' 75.0 75.0 80.0 85.0 i -0 49' 48' 75.0 75.0 50.0 65.0 UNEQUAL LITES (ORIEL TYPE) o,u 53-1/8' 52-1/6' 75.0 75A 80.0 BSA S N IS-1/2- 9-1/8' IS-1/8' 75.0 7S.0 80.0 85.0 y q1 6-1/2' 8S' 25-1/2' 84 75A 75.0 80A BSA : � n 37' 36' 75.0 75.0 B0.0 85.0 --Y� o O M {5-1/2' 75A 76A 80.0 850 • ' BUCK DILSS w ZZ, v }ylpn4 71�. FLANGE FRAME "' U FUNCE DIMS BUCK DIMS �_�- -----� EQUAL LEG FRAME c0i ao BUCK DORS EQUAL LITES �a FIN FRAME o Eagr:JAVAD AHMADI BUCK DIMS CML P12ODUCTREiV1EBD FIA.PE 7p592 as Conrptytoq ttdtht8a Florida a CAN.3538 Elaildinq Coda Acccpttulca Na/�-�frJ �C7 U NOTE: tx�irOttOnDOta GLASS CAPACITIES ON THIS SHEET AREy.iLFLG BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME 4N '1 5 �7iami naa ProdIIClCbn,ml-^1 Browing no. AND FLORIDA BUILDING COMMISSION - FLANGE DIMS DECLARATORY STATEMENT DCA05-OEC-219 sheet 2 6f g f JU E5 �1/8�ANN:GI"A55=.�r6 1/B'HEAT STREN'D GLASS �� o _ n 075=1nterloye— 075"Interloyer 0 r Soffex Cle With PET Core Saflex CP With PET Core al 3 1 ( By-Eos ostmon CF imlcalm�Co:'� By'Eastman Chemical Co.' O k gy 090'--Interlayer 090'Interloyer u� yA i -Saflex Cfear_And_Calor_Gloss Saflex Clear And Color Glass ^e Fi a BY -.0 ChemicaLCo� By'Eastman Chemical Co.' 0 -,7, _ O J "090"Interlayer 090'Interlayer �u _- .DuPont-SentryClos"'- `---^ DuPont SentryGlos ---8 'EA.=DuPont_De Nemaurs-8�Co.. Inc.' By'E.I. DuPont De Nemours &Co.. Inc.' O n a �J / -1/8'"ANN. GLASS �1 1/8'HEAT STREN'0 GLASS 0 O M Of SILICONE 0 LL Q p GE-1200 t_� -__ i m GE 1200 0 Co DOW•CORNING_B9C In DOW CORNING 899 O q all a _ 'DOLY'CORNING-_995----�"� !, Ml DOW CORNING 995 a — -- x o o N `` �y / WE8 y _Mq-AT-1/4--POINTSLRES J. AT 1/4 POINTS ON LITES I M4 - n WIDER THAN 36i----241 +/ W WIDER THAN J6' m E_THANv G1ASS`T]P134A 1,.� GLA55 TYPE 'A' o 5/16'OVEAALI LAM.GLASS 5/16"OVERALL LAM.GLASS 3 Q \ - _ �.,-('L:M.I & S.M.L) _ f71 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS r x a 0 N 075'Interloyer 075"Interlayer o 0to Sall-CP With PET Core Saflex CP With PLT Core O 3 r7 y By'Eastman Chemical Co: By'Eastman Chemical Co' Z Z 1/4'AIR SPACE 090"Interlayer 1/4'AIR SPACE .090"Interloyer z o n Saflex Clear And Color Glass Saflex Clear And Color Glass �Ez, By'Eastman Chemical Co.' By'Eastman Chemical Co' in U o v 1/8'ANN.GLASS 090°Interlayer 1/8'HEAT STREN'D GLASS .090'Inlerloyer . DuPont SentryGlas DuPont SenlryGlas By'E.I. DuPont Oe Nemours &Co., Inc.' By'E.I.DuPont De Nemours&Co.,Inc.' O 1/8'ANN.GLASS 1/8"HEAT STREN'D GLASS SILICONE SILICONE i m GE 1200 i m GE 1200 OR R DOW CORNING 899 g DOW CORNING 899 M Q n MI DOW CORNING 995 \ Ml DOW CORNING 995 z E9 "a E9 "goo IQ > ra A14 A7 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES O GLASS TYPE 'Al' AIR SPACE CONSISTING OP: O GLASS TYpE�i' SPACER, Eng,..JAVAD AIIMAD n r 0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL.LAM.GLASS METAL SPACER AROUND CML PRODOCTREVISED o N (L.M.I ONLY FIA PE 7Ds9z rtc complying with the Florida r THE PERIMETER OF THE GLASS. CA.N. 0 Building CodM- IN O Acceptnn<e Acce"tlon ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING a11amt-DedaProduct Conlfr) EXTERIOR PLY OF GLASS TYPES 'At' & '81' MUST BE TEMPERED. 4,7 L- `% W1 —O3 sheet 3 of 9 TYPICAL ANCHORS �+ V SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME 4. 113Y I FOR SPACING METAL of WOOD BUCK . •�. I .. STRUCTURE o `•d^. d, ''EDGFa.015T.•• tYi __ ________ u TYPICAL ANCHORS Z d SEE ELEV. m v r-----------------Y FOR SPACING o a X II MIAMI—DADE COUNTY APPROVEDo iiiE .� ULLIONULLONANCHORS EDGE DIST. GIST, iiSEE SEPARATE NOA vi EDGE DIST.IL--_— — o I� M2 0 IL< TYPICAL ANCHORS TYPICAL ANCHORS 0 SS SEE ELEV. SEE ELEV. aj 3 FOR SPACING FOR SPACING a 1 IA9 J O � J a b � 0 2 3/je— B MIN, o{ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SWEEP LOCK 2 3/8'MIN.• TYPICAL ANCHORS: SEE ELEV. FOR SPACING v N 11 OPTIONAL TO ATRSSL LOCK ` 1/4" DIA, TAPCON BY 'ITW' (Fu=120 KSI,Fy=92 KSI) K n ` 1/4" DIA. ULTRACO BY 'ELCO' (Fu=177 KSI,Fy=155 KSI p w O � INTO 2BY WOOD BUCKS OR WOOD STRUCTURES x 0 N 1-1/2" MIN. PENETRATION INTO WOOD 0i a3=N o 0° Eq THRU 19Y BUCKS INTO CONC. OR MASONRY �to 04 0 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o p 1 n Qi DEPTH SHALL BE 23/g". THE USE OF - 0 3 m i DIRECTLY INTO CONC. OR MASONRY Z z_jN DEEPER OR BEVELED WOODBUCKS IS L PERMITTED. ^ 1 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z p o o_„ i �V W 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) V o d INTO METAL STRUCTURES r STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) aw ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) g rn i n b INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' ° R 12 N I (NO SHIM SPACE) g c � U S4 ' a1 TYPICAL EDGE DISTANCE 1 i A23 INTO CONCRETE AND MASONRY = 2" MIN. EG INTO WOOD STRUCTURE = 1" MIN. o . i INTO METAL STRUCTURE.= 3/4" MIN. cod q M9 >oo WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. < m 42 14 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. o © C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. c 14 it Engr:JAVAD-MIAAD do CML PRODUCT'RUVISEDTt r . ° d FLA.PE p 70592 w complying will.lire Florida no °1 CAN,3538 BuilJing Code ,° _ • y ° Accepinnce No/4 U 9 8 o u �_ •p a Pal lrnlion Darin `.EOOE OIST.� ;•'g'•. ,• 19 I .TYPICAL ANCHORS Uy �dl ° SEE ELEV. Mlmn Dndofroducl CaNlDtdratving no. •" - -- I TYPICAL ELEV.ANCHORS .^ FOR SPACING N �15 �. `J) 1l�' ° FOR SPACING W10-03 WOOD BUCK sheet 4 of 9 ,/4•MAX. FLANGE & FLANGE ADAPTOR FRAME 4.V BUCK WIDTH 1/4'AIAX. U o SHIM SUCK p ---m 3 TYPICAL ANCHORS O 11 1 TYPICAL ANCHORS Ok a SEE ELEV. Al A2 ss SS SEE ELEV. FOR SPACING FOR SPACING u. FLANGE ADAPTOR FRAME 0 od METAL STRUCTURE '1 i�4' (0 w 1 BY tL Z :o Al t C EXTERIOR w000 Bucks 13 O' y E7 i Q D.L.orc, N O v 1/4-MAX. BUCK WIDTH 1/4"MAX W j ii N J SHIMS SHIIAS � TYPICAL ANCHORS O W SEE ELEV. TYPICAL ANCHORS j O W ... FOR SPACING a V SEE ELEV. j = � FOR SPACING UI , h m Cl o p •r1 n 1 TIll..D z2EZZBUZ3,o O5 C STRUCTUR V O .8 E2 WOOD BUCKS 10 c MAMI-OADE COUNTY 4 o APPROVED MULLION k MULLION ANCHORS 1/2-TYP. u (3 SEE SEPARATE NOA E rn 3 BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 _ AND 5 APPLY TO BOTH FLANGE FRAME AND --- FLANGE ADAPTOR FRAMES, c w t d O< o -_ - + L I I I En9r.,LVAD AHMAD PRODUCT RRVISBD N I I CML g "allying with Iho Rlmldn q I I FIA.PEA 70592 I I - -- ---- - C.LN.3538 building Cade ,f a I _ _ _ Acceplan[e 1Qo 4-Q f Q/G g g ------- i --.'1 10 E3 nyrinOunleG27 o fi 0 015 hibu oducica IT' : drawing 03 014 X I-FH.SMS. ((v im W10 (sheet 5 of TYPICAL ANCHORS METAL v SEE ELVI.SPACING LSTRUCTURE E Q UAL LEG FRAME 4.V n 1BY FOR SPACING 0 WOOD BUCK . .•'* .:1 TYPICAL ANCHORS � � F____________________� o II 3 'EOGE°.DIST.-- SEE ELEV. I MIAMI—DADE COUNTY APPROVED I •'d ' ° -°,A ° FOR SPACING c I I MULLION&MULLION ANCHORS I I O Yq d• c w 3 0 � ED T y i SEE SEPARATE NOAw o N a \ �O3 \ II EDGE DIST 1� IL (n, 0 ..::.. I �I O o -- Al M3ES _ E1 — Q• a II II M2 \—SEEYI ELEV ANCHORS TYPSEE ELEV ANCHORS 0 a Q FOR SPACING FOR SPACING C v. n S5 TYPICAL ANCHORSI% 0 II I' EE ELEV. MIAMI—OAOE COUNTY [5 II li !A9 FOR SPACING &PEEMU ION PROVED MULLION o II I; 1/4' MAX. BUCK WIDTH BUCK WIDTH SSEPARATE BUCK WIDTH Q W f F J SHIMS c O I — i I'I SWEEP LOCK 1 1/4" it I; dt OPTIONAL TO EB I,i EGRESS LOCK AT SILL O(A 0N 014)(t"FH.SMS. 1 'o �-'• E3 E8 z a p o I U � it EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY O o INTO WOOD, CONCRETE OR METAL STRUCTURES p WITHOUT THE NEED OF A WOOD BUCK. $ 1 8» N N • � ' W Ili II 2 3/83/8°MMIIN—I-II _ -.1 -------_.__d c:g 54 rn 23 11 a I 1♦ a i de° E6 `� _`♦� -d 1 2 3/8-MIN. TYPICAL EE ELEV.CHORS \ y $ M9 - p '••4:' FOR SPACING °c a m A2 Ci 1 I 14 \ ♦♦ e c E2 n — ♦♦ Engr:JAVAD AHMAD PRODUCT REVISED S -- ♦' FTA.PEMN 70592 as complying with the Florida N 353 Building Code Acce ImmcAo lG G �S. s WHEN USED THE MIN. WOOD BUCK C N. a EirntionDatc - q �Q 8 vs .p. •• ..• DEPTH SHALL BE 2%". THE USE OF EWE Df5 'g ' DEEPER OR BEVELED WOOOBUCKS IS AY� G �' O ' \' SYPICAL•ANT;HORS PERMITTED, vy Mimt hde ro uclC�tlIm droWing no. •• I SEE SELEV.PACING ° JAN e f�J I W10-03 �• 18Y FOR SPACING 1.:� WOOD BUCK shect 6 of 9 TYPICAL ANCHORSc V U ILLUSTRATIVE DTLS.EXT.OR M FINISHES E11 SEE ELEV.FOR SPACING FIN FRAME �� a NOT BY CGI z 3 1 1/2 }' N s9 g \ c3 0 g Qa m HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 U NOT BY CGI 8 SMS (GRADE 2 CRS) A2 Ei INTO 2BY WOOD BUCKS OR WOOD STRUCTURES EB '`— BACKBED 1-1/2" MIN. PENETRATION INTO WOOD (()c 1 CAULKING p 0 � M2 0 IL 4 S5 pa�n�� .'I LL Zuf_ 13 u 'i I M9 Q 13 o '. t J n N iy SWEEP LOCK J N OPTIONAL TO EBI EGRESS LOCK In L11AT SILL 3 O r4i Ow WOOD STRUCTURE 1/4'MAX. BUCK HEIGHT 1/4'MAX• x ONOT BY CGI CAP CAP OE4 n 1/2'MIN. 1/2'MIN. 3 m M e O L 0 3 M n W i ZZ 1 1 m d �o I ?= o_ " ''' w I � BACKBED = CAULKING REM I 'I ) 0 4 Al e —-- 21 a [ E71 CZ S4? A7 S I HOUSE WRAP EG NOT BY CGI in " i E3 EB EXTERIOR 8--. D.L. OPG. O a m c J2: I 74 BACKBED CAULKING 2 E2 Engr JAVAD'AHMAO PRODUCTREVISEDCNIL pI I FLA. E 70592 ns comply6lg with Iho Florida N HOUSE WRAP CA 538 Accloplwlcc NOT BY CGI 1 1/2' z °� Bx�y.Gjjnlinn \ MioniL adc Prodncl Con o1� drOwiO E71 TYPICAL ANCHORS SEE ELEV. FOR SPACING sheet 7 Of 9 ITEM PART A QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS H is M E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 E3 CGI-102 2 FRAME JAMB 6063-T6 - Z q�� E4 CGI-103 1 MEETING RAIL 6063-T6 - 0� `Y a E5 CGI-104 1 LOCK RAIL 6063-T6 - f f E6 CCI-105 1 HANDLE RAIL 6063-T6 - p O E7 CGI-106 2 SASH RAR 6063-T6 - d O E8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063-75 - _ it CI E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6083-T5 0 E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR _ 6063-T6 - (Jp sp}{ Ell CGI-110 AS REQD. NAIL FIN ADAPTOR 6003-TS - QL& E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0o OL h Q d7 E13 CGI-136 2 FLANGE FRAME JAMB 6063-16 m E14 CGI-1'37 1 FLANGE FRAME SILL 6063-T6 E17 CGI-605 OPTIONAL SCREEN FRAME VALUIA. - !A7 CGI-382V AS REQD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) - 0 M2 CGI-111 OPTIONAL SCREW COVER PROTOTYPE OR EQUN. - ---- M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS - !A4 - 2/LITE SETTING BLOCKS DUROMEFER 8Of5 SHORE A M9 SUPER BOOST 2/WDW, SPIRAL BALANCE BSI OR EQUIV. 5 m N M10 - 2/WDW. BLOCK/TACKLE BALANCE 851 OR EQUN. '� N N M11 W23201 NO AS REQD. PILE WITH CENTER FIN WOOLULTRAFAB OR EQUN. M12 CGI-129 1/WDW. EGRESS LOCK SULLIVAN 3 O WM13 CGI-131 2/WDW. HANDLE RAIL END CAP M&Mvi fAM14 E26018WN - 0 BULB-T SLOT ULTRAFAB OR EQUN. E =N5 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) M&M to tOM16 CGI-130 2/WOW. SASH TOP GUIDE(SPIRAL BALANCE) M&M ! 30 N M M MI7 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUN. O 3 N MIS C01-132 2/WOW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUN. Z Z L+ M20 CGI-125 2/WDW. SASH CAM(BIT BALANCE) NYLON M&M F 3 0�.9 M21 - 2/WOW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUN. w O O Q Gi M22 146-6 2/WDW. WEEP COVER NYLON AMES13URY OR EQUN V m M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUN. N S2 2 OR 3/CORNER # 10 X 1 1/4-I.G.PHIL.PH.SMS. ST ST.ASSEMBLY SCREW O S4 - 4 WOW. d 8 X 1/2'PH.SMS.ST ST BALANCE BRACKET SCREW S5 - 2/54041. 8 X 1'LG.FH.SIAS. ST/ST.SPIRAL B.ASSEMBLY - '+ S6 - 2/LOCK 6 X 1/2-L.G.FH.SMS. ®CGI-133 &CAM LOCK - - o o N B mr;n 1C m O 0'i$ �O<m C O � En9n JAVAO AHMAD I r CML PRODUCT REVISED FLA PE70592 as complhng with the Florida I C.A.N. 536 Building Code Il!Ii� ,eNN Acceptance No.5r2� - G iralion Dalen atedrawing no. Mian Dade rod" W10-03 sheet $of g 2.505 �2505� -^{ .065 � u 'r-----�-I S2 I111� p 92 o 1.745 z Z 811 811 1.550 k las obs -1 1.245 745 .065 TYP. / s 9� .050 I o G U 1.015 1.015 E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD EI1 NAIL FIN ADAPTER 0O -1.583 1.583 1.007 O IL K Q m 0cu f.N0m .745 Q:C •O 1V F065 065 I I Q W V�I� _ .TYP. NP. .TMP 2.113 J ZU-,M 9 1.368 l� 3.675 t 429 3.175 3.175 t.o75 VENT TOP CORNER QO 1.429 N g m .500 1.220- 1.000 .220 1.000 j - I � m z.saso z.50s----f E4 MEETING RAIL FRAME TOP CORNER v m^ U r1 0.1.220 - o� Et4 FLANGE FRAME SILL E2 FLUSH FRAME SILL / v=i a .500NTYP. 1.301 1.043 H 1.788 S2 0 3Q`q to m 065 065 TYP.T Z �n jyp, II ^ z CJ •Q 1 2.440 2.440 1.015 Imo- I I b S E5 1.015 LOCK RAIL 1.015 FRAME BOTTOM CORNER w TL2 VENT BOTTOM CORNER v � .745 .745 2.195 O 2.848 2.J46 c y Eta FLANGE FRAME JAMB O FLUSH FRAME JAMB �€ 1.892 .490-♦°--=I .120 1.043 orTyp. 30 .7oL_ .oso Trn. •705- .oso TYP. 1.015 sz H II A O o 0 664 .864 HAND RAIL E9 5/16" GLAZING BEAD O ,700" GLAZING BEAD L � o 1.395 Engr.JAVAD AHMAD PRODUCT RLVISCD o ' 1.395 1.449 ,745 CML ns cmn 1 in "'illi Ilic Florida n 1.450 FLA.PE/70592 F Y B c 180 CAN.3538 l3ulWfn Code AA 180 Aesepl.•ltice No µ ��• -4:2 .050 •065 .060-� 1.025 ,0655 •5L .050 'j Pimlton Dalcy�l b. 1.413 Y ��� 0 MlnnlJ)ndeProductC`onitul' drawing no. W10-03 M3 FLUSH FRAME COVER 19 SCREW COVER E7 SASH RAIL Eto FLANGE ADAPTOR sheet g of g MIAMI-DADS `` A1IA\II-DADS COUNTY 1MV-1r �I t PRODUCT CONTROL SECTION 11805 S\V 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) \9iami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION -tea f 86) 225990 P(786)315-2599 NOTICE OF ACCEPTANCE IeTOA � R �, K �� ���iT�I' .de. ovleconom CGI WINDOWS AND DOORS,INC. t . 10100 NW 25 Street Miami,FL 33172 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 RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHT). 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. RER reserves the right to revoke this acceptance, if it is determined by MiaiLDade-CounLy_Product Control Section that this product or material fails to meet the require ents-of the appplt l building code. This product is approved as described herein, and has been designed to comply with the Florida-Building Code, in uding the High Velocity Hurricane Zone. - . {{SCRTPTrON:Series"SelltineLl50"A.lum.imum Sliding Glass Door /`voeReiitfot_centents L.M.I. A ROYAL DOCUMENT: Drawing No.W10-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Doot ,s Leets 1-titrouglrl6-of-16-(inciiTsi<�e sh�ets�-1;6-1,-6 2, _I,S1..1.,_.12.1,12,2_aad_15.L,�Zepared bv�l-}=a oq Corporation,--dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1, Pocket wall is not part of this approval and to be reviewed by AHJ. 2, See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8.Lower capacity sliall controls for the entire assembly. 3. Max shim not to exceed V2"at Head/jambs&'/2"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2, directly into colic. LABELTNG:Each unit shall bear a perinanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved", 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 Count),, Florida, and followed by the expiration (late 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& renews NOA# 13-1121.06 and consists of this page I and evidence pages E-I &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 14-0627.15 MIAMI DADS COUN T Expiration Date: September 22,2020 flbrl1.1 I=s• T r-�--•• � Approval Date: Mat•cl►05,2015 ! � Page I CGI WINDOWS AND DOORS,INC. IfI + � T ; 1 NOTICE OF ACCEPTANCIJ. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-31 Rev K,titled Series."ISO Sentinel Aluminum Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1, 6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al— Farooq Corporation, dated 05/20/10 and last revised on FEB 25,2015,signed and sealed and by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD.v/Pockets & OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011-W & -W-1, dated May 22&23,2014 respectively, both signed and sealed by Ramesh Patel,P. E. (Note this test reports have been revised by an addendum letter dated SEP 24,2014, issued by Certified Testing lab.) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory, LLC,Test Report No. RTL-0080-1208-090, dated July 30,2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files#12-0119.04/11-1031.05) along with marked--up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing,Inc.,Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham,P. E. (submitted under files#13-1121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by Al Farooq Corporation, dated 06/26/14, 11/18/14 and last revised on FEB 17,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies Nv/ASTME-1300-02 -04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). t ! � t Lk Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E- I CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I1-0624.02 issued to E.I. DuPont DeNTemours, Inc. for the "DuPont Sentry Glass©Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company (MA)former Solutia vie. for their"Saflex CP-Saflex and Saflex HP Composites Interlayer iv/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213,02 issued Eastman Chemical Company(SIA)former Solutia Inc. for"Saflex Clear or colored glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14, compliance to FBC2014 (5"' edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahn-lad,P.E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. G. OTHER 1. This NOA revises & renews NOA# 13-1121.06, expiring on Sep. 22,2015. 2. Test proposals# 13-1098,approved on Oct 02,2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# I1-1225 dated DEC 16,2011 signed by Jaime D. Gascon,P.E. Test proposal #09--1073, approved on Nov. 05, 2009 and E-nail test proposal dated 07-19-2010, approved by BCCO. I Ishad I.Chauda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 I� U may$' M Z 3 0 2 N Q ILN M 00 0 0 V U Ov a U 0 paao0. 0��Z 0 J a W 111 LL O D.Z_InF � J U'MQ aW�€ � J N mp I S m N (n N 0 0 O M Ow Ef—gWn wMth0 D n��omplyloQ dtA the Florida I` AtJ11e 6npftmm z2''2o2{1 6 (n 10 M WSS Z � 9 :rJ �adBe � Z z N 30 ',ol v sR THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE'IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR C d DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON tng DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16, USING o u p MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED v z a BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c m N o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSTRUCTIONS: LAMINATED GLASS AND .o"o HURRICANE ZONE (HVHZ). 'S USE CHARTS As FOLLOWS. AMINATED INSULATING GLASS - 18Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY inTO TRANSFER LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN WIND LOAD REOUIREMF.NT BASSO LARGE/SMALL MISSILE IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE En gr.TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. USING APPLICABLE ASCE 7 STANDARD. 9r JAVAD AHMAD CML " ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FLA.PE 1 70592 o C NOT PART OF THIS APPROVAL. FOR THE GLASS TYPE AND REINFORCING TO USE. CAN.3539 n A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 1 � MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT IN STEP I ABOVE, 1, COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE t�CC c drawing no. REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP 4 THE LOWEST VALUE TO ENTRESULTING ESULLTIRE TIINN EFROM STEPS 7.AND 3 rr /•FGB -'�2015 W10-31 ✓ sheet 1 oT16 6" TYP. M .... .... 2 TRACK I HEAD ANCHORS -' M 1AAX. W N a 262 13/16"MAX. �� � al DOOR FRAME YdDTH fLHEAD ANCHORS G o 14"MAX. 0 W O U 48 1/8- ANCHORS IN PAIRS 2. 3 R4 PAIRS HEAD/SILL d w / AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 8 �0 NOM. PANEL WIDTH AT 3"SEE c O.C. FALSE lAUNTIN HART FOR CAPACITY SHEET 8 8"MAX 1 13/16" 0 O OPTIONAL A - _ (,' _ E _ _ _ HEAD/SILL LAIN. 0 0 o ��� ��� � `,� CORNERS 6 a as ,or c NpHj O Q wLL N REINFORCING e Z U) -o AT INTERLOCKS Ln •--' OPTIONAL mJ O cMcVV Q J I SEE SHEET 7 Ivl II (iH 011 - J�- - FOR CAPACITY Z O F I.L.OF . 42 1/8" 42 I/8" i D.L. OPG. D.L.OPG. $ tj �cr IL In w `q O .to n og , POCKET JAMB ---' (SEE SHEET 4 & 6 SILL TYPE 92 ANCHORS 48 18" 1 1 m z & DETAIL M ON 2 OR 3 PAIRS I, 48 1/8" / 2 TRACK $dam AT STILE ENDS INTO CONC. PANEL YIIDTII JAMB ANCHORS N 0 SHEET 13) AT 3"O.C. PANEL WIDTH SEE CHART ON SHEET 8 u FOR CAPACITY 2 TRACK ►HODUCf` q ^ fiVISFD SILL ANCHORS BnM!gC�R htePtUrld c z MI6 Ctbo��Vk> �TS rc a TYP. � B `" No - d o c �" O 8" 8" 8" 8" 8" 8" 8" 8" (1)NEEP CLUSTER (2)NEEP CLUSTER (2)NEEP CLUSTER (2)NEEP CLUSTER (2)NEEP CLUSTER (2)NEEP CLUSTER (1)NEEP CLUSTER Engr.JAVAD AHIAA0 I ,I CML r / ro TYPICAL ELEVATION FlCAN.3P38592 TESTED UNIT drovnng no. DOeL.O HEOFEGTIT DOOR FRAME HEIGHT - 9 11/16" =�e��lC'.�• C D.L.O. WIDTH = NOTA. PANEL WIDTH - 6" i—v B Xeli➢Z��J W10-31 PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" sheet'(,l oflg C�pLa�'I ___•_..___, _ �._•TYP__—_._____;.—_.____--_:_.__.__-.. �— 2 TRACK "' o • •. - HEAT)ANCHORS \Z A Z n 5 lAAX. 190 9/16"MAX. Q 2 N DOOR FRAME WIDTH - IL 0 0 ANCHORS IN PAIRS HEAD ANCHORS 14"MAX. o AT HEAD/SILL/JAMBS 2.3 OR 4 PAIRS HEAD/SILL a G AT STILE ENDS SEE SHEET 8 AT 3"O.C. C t n FALSE MUNTIN \ SEE CHART ON SHEET 8 6"Lam• 1 13/16" p ro OPTIONAL A, C� - FOR CAPACITY HEAD/SILL MIN. OK CORNERS o a Q p 630ul ^, i LL REINFORCING AT INTCRLOCKS -IT---I'- -OPTIONAL B Oil SEE SHEET 7 L II II FOR CAPACITY _ — ___Ir_ I 42 1/8" 42 1/8" � I D.L.OPG. D.L. OPG. �N9 N x O and � , i' % % % % >' ow a =N In 1 PoITJWICF kYV1�ED 3 0= B 1 �1) i C dtal2�2hr FTnrldl 1 o Q ane.N I b �i U 0 It- ob l• g I SILL TYPE B2 ANCHORS qg 1/g^ m �^' .s'1 2 OR 3 PAIRS 48 1/8" 2 TRACK 0 !111am¢t CoN�pl K' AT STILE ENDS PANEL WIDTH JAMB ANCHORS N'0 G ZI ' PANEL 141DT11 AT 3"O.C. SEE CHART ON SHEET 8 Y 3 Q FOR CAPACITY 0 p 2 TRACK ~W 6 a SILL ANCHORS u \z J6" 14" Y1 MAX. TYP. c v n aei D.L. OPENING h o B1I� —II III II D.L.O HEIGHT DOOR FRAME HEIGHT - 9 11/16" aI J l J u D.L.O. WIDTH = NOM. PANELLWIDTH - 6" 14D q I� PANEL HEIGHT= DOOR FRAME HEIGHT -1 3/16" 4-4 I44M Engr.JA' AHMAU N I •i . (I)xu US" (21>�CLUSQR (2)XV CLUSTER (2)%W VZTER (Il ls�mmu C 1 CML I M.PE,A 70592 n CAN.'J,538 (TESTED UNIT) - TYPICAL FLFVATION drowing' no. REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. FEB' 6is W10-31 sheet 2 of 16� FRAME WIDTH DOOR FRAME W. NON-REINF. INTERLOCKS n PANEL YIIDTH___ SEE CI WtT ON SHEET 7 o � ;T1 w H L Z W z G y, H Y Q O o 0 _I OL --- — o XXX(SHOWN) © HO HO ©I Vob b Xoxx XO EXTERIOR coCY ow o XXX(REVERSE) C IL Q FRAME WIDTH ®N 0 DOOR FRAME WIDTH NON-REINF. INTERLOCKS Q w N SEE CHART ON 2 Uj_o SHEET 7 �M F, `? 5 w LJ1 �H�- - I w H ry _ ( -_ K • - _ .J.. OXXXXO(SHDXXXXXX YlN) L© O EXTERIOR J1 0 NOM. PANEL WIDTH Om Ljn o O�w O DOOR FRAME WIDTH FRAME WIDTH N "' PANEL WIDTH N G J "IFLLm H Q s o -e o o o L K 0 XXXXXX(SHOWN) © O HO OJ OH HO KO NON-REINF.INTERLOCKS EXTERIOR SEE CHART ON SHEET 7 i DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH F3 a p U3 a6 = G J 9 H -B � lY- =4 b - • c w oN w o��°, "d, o ; d C i o �Y b a O XXXXXO(SHOWN) © HO 0 0 HO OXXXXO NON-REINF.INTERLOCKS EXTERIOR SEE CHART ON Eng,JAVAD AHA'AD o SHEET 7 .M0DUCTk&VjwO FLA.PE 7?70CML 592 cs aki tie Florid& C.A.N.357 Anggi.1$.fc< rNOTE: ,APPROVED CONFIGURATIONS - -- »---�- 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON-POCK T D DOORS (NON-REINFORCED SHOWN) ISk,•-a t.{�4�av 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS Nr..S7ailUede'R40otICLegM 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. QED/Oa-k1,�O15 sheet 3 of 16 DOOR FRAIAE WIDTH 11 DOOR FRAME 5'1. ANEL Y11DT SEE CON H HART INTERLOCKS SHEET 7 X11 0 a. i H L 0 O o g = j a O LL EX RIOR PXXX(SHOWN) Q?dj Q c XXXP DOOR FRAIAE WIDTH G Q D DOOR FRAME WIDTH ANEL WIDTH NON-REINF.INTERLOCKS C ro K SEE CHART ON 'O N ' Hµ 0 o °i o x. c A r. o f I l a a d= - b =o o- a l a• -- °0' I s m PXXXXXXP(SHOWN) -J IA `J O EXTERIOR O O O O O M DOOR FRAAE WIDTH = U� D DOOR FRAME WIDTH NON-REINF.INTERLOCKS y SEE CHART ON SHEET 7ol I (n N N I F'-- s I � lY s LL �O a O Z+ +G b P j0 o — g U 1= I a I , PXXXXXX(SHOWN) LOCKET O O O EXTERIOR O O PANEL WIDTH O O XXXXXXP CAVITY NOT BY CCI NOT PART OF THIS NOA DOOR FRAME WIDTH " 8 o DOOR FRAME WIDTH NON-REINF.INTERLOCKS o rc SEE CHART ON "W SHEET ca r- = 1 H Jo- H I It K w"t" 10 an PXXXXXO(SHOWN) O O O EXTERIOR J O PANEL WIDTH '" Eng..JAVAD AHI.M I OXXXXXP 0WOLICT HKVISED CML i daomylylrtg wllfi A.Floride FLA.PE 70592 o I APPROVED CONFIGURATIONS BnW Code C_A.N. 538 POCKETED DOORS (NON-REINFORCED SHOVIN) h No V- �Z7.('s NOTE: /�•,t'� a 3 SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS 9110kallea Daoe� / / v b 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. {'�•�% r---� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. '�� ���r'ti droving no. THREE (3 TRACKS POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. VER �'�2OIJ W10-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 4 oT16 DOOR FRAME W. MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON �M SHEET 7 _ 0f t Z N s¢ H — 1 o: ao GI ? _ a'o G o O o U K1 EXTERIOR HO G1 a'o '� NOM. PANEL WIDTH H XO(SHOWN) 0� ox DOOR FRAME W MAX. FRAME WIDTHro m 0(LQ c o�7i REINF. INTERLOCKS0 0 1`- ,} SEE CHART ON N p ro SH T 7 N Qw3LL G w L1 � 9 _ Kt XX NOM. PANEL WIDTH M N #8 X 3/4"SMS to DOOR FRAME WIDTH AT 24"O.C. o .n IM. FRAME 5410TH z O w r-- --� o o N �N o vii N r7 `� 1 d O N z�N NO Jt EXTERIOR "I li G7 Q J NOM. PANEL 4110TH n� O-0 OXO(SHOWN) OXO(REVERSE) O DOOR FRAME WIDTH ______ MAX. FRAME WIDTH _— - REE CHART CU _ SEE CHART ON SH T7 � a ETA" lth the Florida�,- I,�,I i DuIAIoP Cade u 3 "r Y Ae[ephnre No /-2 z o _ Etpltallon Dttr__ al5 o G1 J 1 H G 1 G1 QH O O O AEXTERIOR Mu1 DadroduM Cnaal "- OXXO NOIR. PANEL WIDTH y XXXX(SIIJILAR) o c APPROVED CONFIGURATIONS NON-POCKETED DOORS (NON-REINFORCED SHOWN) Engr.JAVAD AHMAD n SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS FLA.PE 592 CIVIL((L ur CAN.J538n TWO (2) TRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. �� `/ draveing no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. -_� �(J, W10-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �EiY�5 2015 sheet 5 of 16 r' DOOR POCKET CAVITY NOT BY CGI NOTE: R9 v FRAME NOT PART OF THIS NOA _ WIDTH DOOR FRAME WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ^ r-----�� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. ° 1 z 3 3. FOR ANCHOR DETAILS SEE SHEETS 11 THRU 13. 0 h i - 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. f.w �.o IY d Qa. r 2 IU O U 00 oU 10 � c la IA .__KI la Yz- ®. I ---- O EXTERIOR K7 0�i a PX(SHOWN) DOOR FRAME WIDTH O { XP — - — ---- Cf a�' S 1�DOOR FRAME W. NON-REINF. INTERLOCKS 0 IL Q< r wLLmp' riI1IiIILs____�oop�__ y�IiI�Y___�8_bH..I__A...-_I1iIDiL_O_._-O__R._-�JI F.°_f_�.H&•H._ __LI_A1_____���Iii______rx�a Ii1liI riIL1iL CHART -DOON I SHEET O a r,0 is 11s 0 AEXTERIOR PXX(SHOWN) XXP DOOR FRAME WIDTH DOR ��- O tj �- v i i ls I Is a1_ 0pZWoO-3I n Z EXTERIOR PXXP OR FRAME WIDTH (.)-7 � oz6�M5 DOOR FRAME WIDTH SEE CHART ONNON-REINF. INTERLOCKS SHEET 7 tft09UCT1t9VlB— c x umwltA the F1ariM OI°o o- O l0 o aaAaptnee Nn/4^OSZ7_,jyIaMp Clpintn Bala2G EXTERIOPDd. rodi CoetR PXXXXP DOOR FRAME WIDTH RAM.EWIDH NON-REINF. INTERLOCKS SEE CHART ON oq rzo(gN SHEET 7 5--O m ioMNu0 I , N o. �Y x Iy o io1° � — E.g.JAVAD AHI.�AD 0 �iCML ° I IL M K7 I d -_— FLA PE If 70591 ' 1 p C.A.N.3538 EXTERIOR -O NOM. PANEL WIDTH PXXXX(SHOWN) PXXXO APPROVED CONFIGURATIONS ;�',"'•li drawing no. XXXXP POCKETED DOORS (NON-REINFORCED SHOWN) ' W10-31 OXXXP SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS POCKETS ARE NOT PART OF THIS APPROVAL yFEB 2;0015 TWO (2) TRACKS AND TO BE REVIEWED BY AHJ. sheet 6 of 16 DOOR FRAME WIDTH FRAME WIDTH r, I_ �I NOM.PANEL WIDTH NON-REINF.INTERLOCKS R� v SEE CHART ON .._ SHEET 7 _ o a H H ;; ' o 0 0 _ V U Q ' XXXX(SHOWN) c y OXXX XXXOX(REVERSE) G2 OH EXTERIOR O L2 a& DOOR FRAME WIDTH FRAME WIDTH ®11 n O q NON-RELNF. INTERLOCKS In 00 C Jrp SEE CHART ON 0C S n SHEET 7 Q W 3 LL r w II XXXXXXXX(SHOWN) J^ AI A I U) °i OXXXXXXO l2 Q O HO EXTERIOR �1 Ii Q O L2 p t , NOM.PANEL WIDTH 6 O Lal v a O DOOR FRAME WIDTH FRAME WIDTH EL WIDTH NON–REINF. INTERLOCKS NOAI. PANS o -------- SEE CHART ON N SHEET 7 _[F--q— U:)N W.j,• i3�•, :p H,Sa fHfiD tjG^J - r..e _ U 5J rd ZHR SFIT0_S imw XXXXXXXX(SHOWN) — � OXXXXXXO - -- -- -- r . G2 O Q EXTERIOR Q G2 DOOR FRAME WIDTH A u NOM. PANEL WIDTH ' O w V No- _t6o.-Is____ K • a N e N – XXXXXXXO(SHOtYN) OXXXXXXO G2 HO Q OOO EXTERIOR ^O `J OO Engr:JAVAD AHMAD ' U7VIL j CkDUUC7 kYVIJF.O FLA PE/70532 4f eoayEi{ng With rte FTnNda CAN.3"38 o u IuaeNo l N-0,ZJ/� NOTE: '':: a APPROVED CONFIGURATIONS K>tplr.t+oe o.L�--��1-T2%• 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r ll i`.• O' NON—POCKETED DOORS (NON-REINFORCED SHOWN) F}pr k_Sl.-�-r I.Iugr.,y� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. J ;=��rf drawing no. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS ' "�C0°�� 3. FOR ANCHOR DETNLS SEE SHEETS B THRU 13. W10-31 FOUR 4 TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEB���?��� .- shoot 6.1 of 16 DOOR FRAME WIDTH r, NDTH .INTERLOCKS C� DOOR FRAME WIDTH SEE CHART ON S EET 7 OM PANEL WINON-REINFIltd 10 CL o 0 k'- 0 a.0 e 0 PXXXXSHOWN) — — 0 O M XXXXP ® O EXTERIOR Q Q L2 �' ro °o 0a¢¢ � FRAME WIDTH —T___— _ 0 r I NOM. PANEL WIDTH NON-REINF. INTERLOCKS O N DOOR FRNAE WIDTH SEE CHART ON SHEET 7 w 1t O H H YI IU 1 o :xxY� H A z I l 0 �f o lI 1 O O 0- fG9 C- o I 1 � a al t I I o I IA PXXXXXXXXP (SHOWN) L !A H H H J H H H M - OO w '�'' O O O O U O EXTERIOR O O O -- FRAIAE WIDTH a NOIR._PANEL YlIDTH NON-REINF.INTERLOCKS Al DOOR FRAME WIDTH SEE CHART ON SHEET 7 x I d o 3 m it j0oj ja I I (Dpa [_ _ PXXXXXXXX(sliovtN) IA O O OH 0 XXXXXXXXP HO EXTERIOR nO OZ g g OXXXXXXXP POCKET CAVITY NOT BY CGI FRAME WIDTH NOT PART OF THIS NOA NON-REINF.INTERLOCKS n o u NOM. PANEL WIDTH SEE CHART ON SHEET 7 DOOR FRAME WIDTHF N--- I I vO rcc --to °a I I Br O IA L3 — - - -151 cx��n I PXXXXXXXO(SHOWN) O EXTERIOR O Engr:JAVAll HMAD o APPROVED CONFIGURATIONS ✓DAtlDL'Cf kL'V16� CML o r 1 Ahs 11N FLA.PE 0 70592 13tlC CAN.355yy,,38 •• o POCKETED DOORS (NON-REINFORCED SHOWN) SMO/y_OE27•lS NOTE: CC[II]� �FjyQ�S E r SEE SHEET 7 FOR Op AND REINFORCING OPTIONS E><plmloo.D�te :�= 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS p>` a '• `r 2• FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 1 drae+i0g 0°- POCKETS ARE NOT PART OF THIS APPROVAL B1MdIQn 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. '/ Wl 0-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. shcel6.2of 16 DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS Lm '9� CIA TYPF-S GLASS TYPES I o 'A' k'At' 'B'k 'll]' .-J FF80 DOOR NUMBER OF INTERLOCKS INTERLOCKS ro FRAUE HOGM PANELS 1T/O REINF. ITITH REINF. ®` Z EXT.(+) INT.(-) Exi.(I) INT.(10 60.0 60.0 80.0 80.0IL N p 10 60,0 60.0 80.0 00.0 O0 IO 60.0 60.0 80.0 80.0 0 42-1/8 to 60.0 60.0 80.0 _80.0 �.____NOIA. PANEL WIDTH 48-1/8 10- 60.0_ __60.0 _80.0 80.0_ V a LL 54-1/8 953.4 53.4 71.1 71,1 s. z 24-1/8 __10 60.0 60,0 80.0 80.0 __ ©r O W 2 ° 30-1/8 10 60.0 60.0 80.0 80.0 I NOM. PANEL WIDTH _� ®0 Q Q CSp 36-1/0 _10 60.0 60.0 80.0 80.0 0 t• ,E 3 42-1/e B4 10 60.0 60.0 80.0 80.0 fe 48-1/8 10 60.0 60.0 80.0 80.0to Q W 3 LL N 54-1/8 9 53.4 53.4 71.1 71.1 �I Z to f M. 24-1/8 10 60.0 60.0 80.0 80.0 30-1/B 10 60.0 60,0 80.0 80.0 NOM. PANEL WIDTH O 36-1/8 90 10 60.0 60.0 80.0 BOA 42-1/8 10 60.0 60.0 80.0 80.0 N 48-1/8 9 60.0 60.0 80.0 80.0 N 24-1/fl 10 60.0 60.0 80.0 80.0 0; 1 30-1/8 10 60.0 60.0 80.0 80.0 h 36-1/8 95 10 60.0 _60.0 60.0 80.0 (JI 42-1/8 10 60.0 80.0 80.0 80.0 v n 48-1/8 9 60.0 60.0 60.0 80.0 NOM. PANEL WIDTH O w 0 Yd GLASS TYPES 'A', B','At', Bl' RtiS INTERLOCKS V)N n N 1TITH REINF. 3::N M 1 EXT.(+) IM.(-) O 7 n 24-1/8 to - - 60.0 60.0 Z 0 3 30-1/8 10 - - 60.0 60.0 APPLICABLE FBC EGRESS 102 REQUIREMENTS TO RF. O 36-1/8 10 - 60.0_ 60.0 n REVIET'IED BY AIiJ. cry O S 42-1/8 IO - - 60.0 60,0 (� '.2-_ J 48-1/B 10 - 60.0 50.0 0 54-1/8 9 - - 53.4 53.4 6't80VC?ltWVISBD � 24-1/8 10 - - 60.0 60.0 ✓� Mt6 Poe noddy 30-1/8 10 - - 60.0 60.0 w 36-1/8 10 - - 60.0 60.0 A4e IVe/y-�rz�,fr i 108 �IMnetloe Dete a T i 42-1/8 10 __-_ _ 60.0 60.0 48-1/8 10 - 60.0 60.0 9 - 53.4 _5353-1/B MIAMI S�-eadr L-CL ecn,`m^l- �S - 24-1/8 t0 - - 60.0 60.0 w 30-1/8 10 - - _ 60.0 60.0_ ��� 36-1/8 114 10 - 60.0 60.0 V n n 42-1/8 10 - 60.0 60.0 48-1/8 9 - 60.0 60.0 NOTE: E36-/B io 60.0 so.D GLASS CAPACITIES ON THIS SHEET ARE 30-/8 10 _ - - sp.o so.o Es Es.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) u ° 1zo 10 - - 6D.psooAND FLORIDA BUILDING COMMISSIONDECLARATORY STATEMENT DCA05-DEC-219 En9r.JAV.\D AHI.IAO 0 1 CML FLA. 10 n N FIA.P£#70592 N CAN.3538 1r Ir 1i Ming no. SILL RISER ITEMS EB OR E8.1 ARE REQUIRED FOR LOADS ((_� ^ `Z'a 2015 W11 0-31 _ABOVE +60.0 PSF ONLY. \�I rQ sheet 7 of 16 14 D REINF. WITH REINF. 3/1f_�\ANN.»GLGLASS 3/16"ANN. CLASS �„ .075 InLarlager - ,- \ .075"Interlayer o SaflaCP,1/ith PET¢CoFo Sallex CP With PET Core ' Eastman Chemical Co! Z By.EoskmantiChemical2Co. By OR 0 m 7' ' ~�~`OQ�iio`y ��,°'d \1 .090'lniadnyar < ``�,.:� Spllex"Gicor`And•Qolo,`,Gloss 3/8"AIR SPACE Sell—Clear-And Color Gloss Q 5 • "` � \ 8y'Eosk;G,'Chemkal'U6. \ OR'Eastman Chemical Co.' �r d0 c ip OR r \`�\_ 090"-Intcrloyar .• S(W TEMP.GLASS 090'Interlayor �DuPo�-Sen#ryGlos 'L,'-�'` � DuPont Sen#ryGtas DuPon.(.Don NemoL'rs`&Col, Inc.' , Dy'EI. DuPont De Nemours&Co., Inc.' O LL \` 0�' r GLxSs 3/16"HEAT STREN'D CLASS Q rI t SILICONE•._ a: SILICONE >Q o I �� \•-, _ GE`SCS 1200. ` w GE SCS 1200 d a a H '�D01'1 CORNING-899 m DOW CORNING 899 A 0 far¢ a �'�. - OOZY CORNING 995.. i t OOVf CORNING 995 -O W 0 N J(a Inrj � SETTING-BLOCKS SETTING BLOCKS I Aa' -,AT T/M1 POINTS ON LILES � 0 ���II n AT 1/4 POINTS ALL SIZES WIDER THAN 36". (4' 1 EPOAI � m -EPDIA#,; S k t w OUROMETER 85±5 OUROMETER B \,; H M �<<4^,.Gi i_SS''TYPE A' -� I GLASS TIE-'A-i' A1R SPncP coNS1S M OFv 0w + OVERALL+LAAt:GLlSS `1 1'OVERALL INSUL.LAM.GLASS 318" SPACER: a p Of ,+ •� -- .0045"THK. ST. STEEL RECTANGULAR SPACER AROUND N N ` `' `• % THE PERIMETER OF THE GLASS. �f= 3/16"`HEA STRE �GG;SS '/ 3/16"HEAT STREN'D GLASS (n N o 075"1.0er /� 075"interioyer O rr1 n Soflex CP With PET-Gore- --' Saflex CP With PET Care By'Eastman Chemical Co.' By'Eastman Chemical Co. Z OR OR - �+o ^» 090'intsdoyer090"Intertoyer • o Soft"Clear And Color Glass 3/8'AIR SPACE Saftex Clcor And Color Gloss CO p 4 By 'Eastman Chemical CO.' By'Eastman Chemical CO. U OR OR C 090'Interlayer 3/16"TEMP.GLASS .090"Intedayer T DuPont SaatryGlas DuPont SentryGlas By'E.i.DuPont De Nemours &Co.,Inc.' By'E.I. DuPont De Nemours&Co., Inc.' 3/16"HEAT STREWD GLASS 3/16"HEAT STREWO GLASS c S N SILICONE SILICONE #'WJaLK7'kkV#S6't) GE SCS 1200 � �u _GE SCS 1200 Ice wUft the mrkd4 DOW CORNING 899 w DOW CORNING 899 Beydl.IICod' DOW CORNING 995 DOW CORNING 995 Aetopesaee No a IAi e.Mnt7Wp Bak.�,r. a� y. TAT M , 1 SETTING BLOCKS n f SETTING BLOCKSy AT 1/4 POINTS ON USES ii t AT 1/4 POINTS ALL SIZES b?!»cl Dtdt aH Caarm! 'i WIDER THAN 36" it EPDM c v e ul (� it EPDM �+ °' II a DUROMETER 8535 O DUROMETER 8535 O •y 'S-o �o x � 16 W 1 C„� WQ= W 'V Ea9r.1AVAD AHAWD o r C LASS ML � GTYE GLASS TYPE 'B I' Fin. .E�7ossi 7/16"OVERALL LAM.CLASS 1'OVERALL INSUL.LAM.GLASS C.A.N. 38 GLAZING 4PTIQNS fl � 1 drmving no. F13' It,X015 W10-31 TYPICAL ANCHORS TYPICAL ANCHORS u 3 KSI IN CLUSTERS 2B1'WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT IATG. STILE IN CLUSTERS IN CLUSTERS &INTERLOCK,ENDS & INTCRLECK ENDS AT MIG. STILE METAL STRUCTURES E!1 'SEE CHART- 3 KSI SEE CHART 18Y WOOD BUCKS &INTERLOCK ENDS AT IATG. STILE__ o EDGE IST" SEE N07E SHEET 1 &INTERLOCK ENDS SEC SPEC REL01'! a0R•QUANTITIES,... CONCRETE FOR QUANTITIES SEE CHART SEE CHART j FOR QUANTITIES FOR QUANTITIES O z E06DIST, a < EOGE'dIST ..°3 /8" 'CONCRETE EDGE 3 5/8" @ a. NIS ._-�. �'- ' •: GIST. O 0 0 • rc� a o0 ANCHOR TYPE A N ANCHOR TYPE A col vi ANCHOR TYPE B ' v=i ANCHOR TYPE C a m N 0'K�M °o INTO 2BY WOOD BUCKS o THRU 1BY WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE o INTO METAL STRUCTURES o ®�n p OR WOOD STRUCTURES INTO 3 KSI CONCRETE - OR APPROVED MULLIONS y ao 0 rrl7M] DESIGN LOAD CAPACITY - PSF(ANCHORS) W 3 W h BEAD ANCHORS S{LL ANCf10R9 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO (L Zvi:o 1/2"sTll61 srecE 9/6"siify (TYFP.Az) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH j{9 M Q CLUSTER AT CLUSTER AT CLUSTER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. OR ALTERNATE FRAME HEAD AND SILL. Q w q� STILE/INTML0^K ENDS BLE/RRERLOCK DIO BLE/INTERLOCK-01 ------�� �-u fININI a(8) B(L0) 4(6) 6(8) 4(6) 6(6) - - - - -AT HEAD- - - - - - - - - -AT JAMBS- - - - NOV. DOOR �� PNIEL WIDTH UE HDOFR )EXT,(+)E%T.(+) E%T.(+) E)R.(+) EXT.(+) EXT.(+j TYPE 'A'- JJ4"X 3 ULTRACON BY 'ELCO' (Fu=177 K51,Fy=155 KSI) TYPE 'A'- ]./4"DLA. ULTRACON BY 'ELCO' (Fu=177 KSI.Fy=155 KSI) V ry INCHES wc- INT.(-)INT.(- IM.(- INT.(-) INT.(-) INT,(-) INr.(-) I THRU 16Y BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 24-1/8 - - 6000 - 80.0 - 3o-1/e - 80.0 eo.o _ 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD36-1/8 60.0 - Bo.o - 72.4 50.0 T14RU 7.BY BUCKS INTO CONCRETE THRU 18Y BUCKS INTO CONC. OR MASONRY42-1/8 8280.0 - _ 76.7 80.0 65.3 80.0 ,� N p1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O 48-1/8 80.0 70.6 80.0 60.2 80.0 54-1/a 80.0 - 66.5 80.0 56.5 80.0 TYPE B'- 1/4"X 3-1/4" ULTRACON BY'ELCO (Fu=177 KSI,Fy=155 KSI) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 K51) O 24-1/e 80.0 e0.o - sD.oDIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY30-1/8 80.0 - 80.0 - 78.0 80.02" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRYJ6-1/8 80.0 - 80.0 - 68.0 80.0 ¢ 1-� 42-1/8 84 _62.1_ 80.0 _ -___71.11 60.0 01.1 80.0 TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) TYPE 'C'- 1/4" DIA SELF DRILLING SCREW (GRADE 5 CRS) � �N M 2 48-1/8 57.1 80.0 - 66.0 80.0 56.2 80.0 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) I I INTO MIAIAI-DADE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) I 0 10 n 54-1/8 53.5 80.0 - 61,8 80.0 52.6 80.0 INTO METAL STRUCTURES INTO METAL STRUCTURES d Z 3 n 24-1/8 80.0 - - _ 80.0_ 50.0 - STEEL 1/8"THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8"THK. MIN. (Fy = 36 KSI WIN.) 30-1/8 73.0 80.0 .80.0 - 71.8 80.0 z I ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) II ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN,) 36-7/8 90 63.4 80.0 - 73.3 80.0 62.3 60.0 ••• L- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)J L- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I Y_3 o a ve 42-1/8 56,7 80.0 - 65.6 80.0 55.8 80.0 U 48-1/8 51.9 77.9 80.0 60,0 80.0 51.1 80.0 _ 24-1/8 80.0 - - 60.0 - 80.0 - AT SILL - - - - ANCHOR EDGE DISTANCES 3o-1/a 67.6 80.0 - 73.1 30.0 66.5 80.0 I 1TPE 'B2'- 1,/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI,Fy-15S KSI) INTO CONCRETE OR MASONRY= 1"MIN. INTO WOOD STRUCTURE = I"LAIN. ss-t/a 96 58.5 80.0 - _ 67.7_ ao.o_ _57.5 _BO.o ty DIRECTLY INTO CONCRETE INTO METAL STRUCTURE - 3/4"MIN. k L" 42-1/8 52.2 7a.3 ao.o 60.3 80.0 51.3 e0.0 h I - 1_3/4" MIN. EMBED INTO CONCRETE - - CONCRETE AT HEAD,SILL OR JAMBS 1'c 3000 PSI MIN. Zi 7 48-1/8 47.6 71.4 80.0 55.0 80.0 46.8 90.0 I- I- - z p tz C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm-2000 PSI MIN. o 24-1/8 60.0 - - 60.0 - 60.0 - y NOTE: 30-1/8 60.0 - - 60.0 - 60.0 - o ANCHOR CAPACITIES LISTED ON THIS °rc p p x SILL RISERS 36-1/e 54.3 60.0 - 60.0 - 53.a 60.0 a SHEET TO BE USED IN CONJUNCTION SEE SHEETS 9, 9A, 11 & I IA FOR OPTIONAL SILL DETAILS c w w a2-t/s foe 48.3 60.0 - 55.9 50.0 47.5 60.0 a `a WITH GLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY m L Z a 48-/8 4J.9 60.0 - 50.8 60.0 a3.2 60.0 m o LOWER APPLICABLE VALUES CONTROL. a 54-1/8 40.6 60.0 - 47.0 60.0 39.0 DOM � 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B 0 ANCHOR TYPE B 2a-1/a 60.0 - - 60.0 - 60.0 - 6i TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE 3� DIRECTLY INTO 3 KSI CONCRETE 30-1/8 58.8 60.0 - 60.0 - 57.9 so.o x PLEASE SEE FOLLOWING SHEETS FOR DETAILS. Il.% c 36-1/8 108 50.7 60.0 - 58.6 60.0 49.9 T. d Z '� m N N 0 $ 42-1/8 45.0 60.0 - 52.0 60.0 44.2 60.0 k¢'o 11 n 1I •� 0=o 48-1/8 40,8 00.0 - 47.2 60.0 40.1 60.0 Ft p� JIILrJ,RL-II C z 24-1/8 60.0 - -- 60.0 - 60.0 - 3 �x I...... 30-1/8 55.3 E. - 60.0 - 54.4 60.0 w yw _ •...1:::.'::. e o .- 36-1/8 114 47.5 60.0 - 55.0 60.0 46.8 60.0 w w ® w"tte FluHds "I I • la E �®t'''. •3�5/B"": Engr:J4VAD AHI.UD 42-1/6 42.1 00.0 48.7 60.0 41.4 60.0 wI �/ �J'�// 48-I 8 J8.1 57.1 60.0 -44.0 60.0--J7.4 --60.0-m U '4H'^•�V Nu/�-(L�zL:() C1 3.5/8."•' ,. " CML o n 1 FLA.PE l 70592 / 60'0 _ _ z EtlpFratlon DAte�oayl�p A.N.:3538 , 24-1 B 60.0 60.0 60.0 O d • • : ��. o n JO-1/B 52.1 60.0 _ __60.0 - __51._J_ _6_0.0 F �� f 11G I TYPICAL ANCHORS _ I S o BY Sl��c (-�G-_�( ., PO ED HARDENED IN CLUSTERS i J u 5 J6-1/e 120 44.7 60.0 - 51.7 60.0 44.0 60.0 S wLL MWmIDAdl,roAl4t vu1Th1 NO-METALLI/NON-SHRINKAGE AT MTG.STILE 4z-t/s 39.5 59.7 so.o as.7 60.0 38,9 60.o src r HIGH STRENGTH CROUT &INTERLOCK ENDS l' ,�'`. '/ drawing no. -1/B 35.7 53.5 60.0 41.3 80.0 35.1 60.0 ilii Pc =5000 PSI MIN.- 48SEE CHART ' / NOT RY C.G.I. FOR QUANTITIES (,.F. B'2'5 2015 W10-31 -LIMIT EXT.(+) LOADS 70 60.0 PSF FOR DOORS V!/0 REINFORCING ALL SIZES MUST TRANSFER 9NFAR P66U 4 A J _ LIIAIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/REINF.UPTO 96 IN. HT. LOADS TO STRUCTURE sheet_8 of 16 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS V!/REINF.ABOVE 96 IN.HT.UPTO 120 IN.HIGH. SEE SHEET 8 FOR ANCHORS 0 z Z EDGE DIST. 358" DIST. 3 5/8" DIST. _ SIQ Z EDGE 01ST OG mx .. w I N �N i d� . � •d I• a 1 •d I. e l �� N � I \O J p Ul - Q UM 1 � WEEP SIZE 1/4" X / 2 m o 0 CL 4 of It Mil It It REFER TO SHEET 8 FOR VARIOUS ®o m rc O O ® O ® INSTALLATION CONDITIONS. Q m {L ZNi n Q� OPTIONAL SLANT SILL ADAPTORS Q M� II I it I Y N I II J II II !I 1 II n S P II II I 1 II I 0 U O w DECII:I II II II p II r.I I �I RATIVE tiO c 24 SILL COVER p1 OPTIONAL F ISI E i t o HN p S a I x 'I X N n N o a W � I.�I o� 2n. • :I'I II 9 'I'I - I III II it W I I I I I .ahA We i'IoNI!c it II I,I it II �cN No�-OAC �r z z it II II J w � SILL LL RISER II li i' I�'� �' •(.f• E8.1 REDD. FOR LOADS € " f li POURED&HARDENED II II II I� � Plodotl Co ABOVE +60 PSF °w rc'rc HIGH STRENGTH GROUT r rc NON-SHRINK,NON-IAETALLIC 'I'I I �� SILL RISER r C a n T'c-5000 PSI MIN. 14'ER _ E8 REQD. FOR LOADS I p NOT BY CGI WINDOWS ABOVE +60 PSF r�\,0 g 6 p E7 lOADST ONSTRUCTURER ® I(II�,t^�II O T'I I II 11 `—'�' ® c v ��\) l r�I �J -U `/ �O Al It N p It p -I Al \z w Q E11 I RAM J N ......... i I ...... .. �_ .... .... ..I......... ... ... Engr:JAVAD ANIAAD ...I.':'::.. 'I . . ...F:::::::::::::::::::.. CML 'I ...:.:._�..:::.':::.'. :::::.:.':..: .::::: .... ........... ..... ... �. ro a FIA.PE 70592 38 CAN.5538 n °• „ j m a. j 3 KSI CONC. ;.e. 'I 3 KSI GO EDGE-DIST. 'Y3 5/8.` w EDGE DIST,•• '3 5�na EDGEDIST.• .:3.5��a d `yy/\ draeling no. SEE SHEET 8 FOR ANCHORS t W10-3] THREE (3) TRACK DOOR DETAILS sheet 9 of 16 U SEE SHEET 8 FOR ANCHORS 0 z EDGE DISI. 1 3/4" 1 3/4" EDGE 01ST. 1 3/4 Z m z EDGE DIST. 2L w d 0�y W X - WEEP SIZE 3/4" X 3/16" ®� a E13,1 II I - REFER TO SHEET 8 FOR VARIOUS In o INSTALLATION CONDITIONS. CL Mi I co w L7---_ III RT III {d.Z N m OPTIONAL SLANT SILL ADAPTORS v N Il:I II II II � ' II'1 II II M Q Li,l h O W v DECORATIVE 0, : � 24 SILL COVER ('0n = II II II II OPTIONAL s N p WZ ai II II II II I 4 V1 C-f, t c� d O 4 II W '1'I W "'1 rD 3 N 10 W ° III ._ —� •1l l� O M r� a o� LL � o � III II II II II II � 30 II;'i i; .� ;�I vIWOUCf kIt4WSD O ' 1 1 I I I 8� with Ba f7oHdc 4 q II h h •I II tae qo/Y_uj •/� w II J II d E2 ArrfI_Db I' II II II SILL RISER $$ ey I G E8.1 REOD. FOR LOADS li POURED&HARDENED y II'I °°�D^dS fixfnM ConfmT ABOVE +60 PSf 4��„ HIGH STRENGTH GROUT NON-SHRINK, NON-METALLIC ''I Il h SILL RISER �' a f'c a 5000 IN MIN. 'I'' E8 RE00. FOR LOADS I u -BY- NOT- CGI 1flNDOWS --�-- U (D ABOVE +60 PSF r�Tll °z furca If MUST TRANSFER SURER II At E7 LOADS TO STRUCTURE e a I II O T O o o o F J, „ H \Z E11.1 -P f En JAYAD ARMADp CIVIL i a FLA.PE,d 70597. CA.N,' 538 ar KSI GONG. •3 KSI CONC. \-` EDGE DIST: EDGE DIST;,- 1 w3r4� EDGE.DIST, 1•314`. /' .1`��\.' 0— -�- 1TVdrowing no. SEE SHEET 8 FOR ANCHORS T'`I W10-31 ALTERNATE THREE (3) TRACK DOOR DETAILS CB's 5 2D15 teet9.10f 16) TYPICAL ANCHORS SEE ELEV. PANEL.WIDTH FOR SPACING 1/2"MAX. © E6 D.L.O. l H 1 REINF.AS REOD. O O m LOAD BEARING `-J SEE CHART ON SHIM 1.II5A SHEET 7 FOR CAPACITY 2: n .It - - — ®• [�o oo o t y - - •-_ --- -- - ®N�tt d _ _ -- -- K O 1 . `/ C� J 0 Wi -M p V _ � N IA14A?At 6A o E27 14 D.L.O. z I 10 E4 a D.L. 1 EXTERIOR NOM.PANEL WIDTH At PANEL WIDTH _ s u h 0 ii LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) _ - ?n m 1X6 OR LARGER A No%�G�Z7:/S' „o ?�NM m WOOD BUCKS Etrpf,.tj a , - 1 �J10 X 1-1/4"SS PH SMS Q 3 M n 7 PER CLIP �/N"�J 3 PER PANEL 61Avm1 DMc pdyiy n O PANEL WIDTH © N AT 18"FROM EACH END M2 O g 1/2"MAX. AND AT MIDSPAN 1/4"MAX LOAD BEARING 1/2" Al2.1 BEARI U S SHIM D.L.O. LOAD BEARING ¢ Al2 �8 X 3/4"1 SPER CIll LIP LOADSHIIM STRUCTURE r-� SHIM - } _�F- TYPICAL.ANCHORS " W TYPICAL ANCH•RS -_ - TYPICAL ANCHORS - - a SEE ELEV. SEE EL spy n FOR SPACI G l 1� -SEF. ELEV. - II FOR SPACING -o II FOR SPACING 0 p rc __— f❑� II II �_ - a� II 11 i-.i II II M - - n, w - -- FIPANEL EXT. o EXTERIOR DOOR FRAME WIDTH Engr:JAVAD MMAD a DOOR FRAME WIDTH - GML i FIA.P 8 70592 DOOR FRAME WIOTH CAN 578 - S, a /2X6 OR LARGER WOOD BUCK OR WOOD STRUCTURE —3111 THREE (3) TRACK DOOR DETAILS sheet 10 of 16 U SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS m � K EDGE DIST. _ 1 3/�" Z EDGE DIST. 1 3/4" O FF w qg g W 1�s 3 KSI CON0. _ 3 KSI CONC. Vl 1 I N N �4 I I �Qy \ \Q L6 O � O OJ � f O W M U 'Y. ED o WEEP SIZE 1/4" X 1/8" O t 4 REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. 0 i a a o$pp I1 ,I lA,1 A10 O .A1 O rc d Al L J E26 �1 gw3 cmi � 6W�fd aI OPTIONTAL SLANT SILL ADAPTORS � II II b II'I. II II I aI: as R DECORATIVE II,I 1 2' SILL COVER o OPTIONAL Ow v O w !t Gi I ai II II i II fn In n x U6 O Ia x p all u u SII - ONIM'1 r s T ao a !I w a n o i � 3 1 ILi k � o II O I Uoz J 0 o I,1 a I A f6tEl8UCf hDY18RD mem. Ur=wM!fte Florid, SR.I.RISER iii I II eN /U G6E8.1 2?.(r OPTIONAL FOR LOADS Dd.2 ROVE LSO PSF i d OO II,I II 1 I 'i bA7ecs1 U�dt an Conh�{ o4 r5' © p li I POURED&HARDENED II'I HIGH STRENGTH GROUT SILL ISER it n n n.t NON-SHRINK,NON-MET LLIC II w 1'c 5000 PSI LAIN. E8 REOD FOR LOADS NOT 8Y CGI WINDOWS ADOV'+60 PSF `I' MUST TRANSFER SHEAR LOADS TO STRUCTURE Il II II a a B 1 J2 g 2s D 1 (D E1 NiW x N 1 N O ..... Engr.JAVAO AHMADCIVIL i r FLA PC 1 70592 'a n CAN.J578 & n .y•. .o.. ..J KSI CONC. \ s.. I •a 1 N \ •: .�.• I •.n. w N •.'. I •. a. •3 KSI CONC. / '".:.'•.�. O� EDGE DIST. 1,3/4 EDGE 01ST. 1,3/h" I i draenng no. SEE SHEET 8 FOR ANCHORS r ,1n.;.[:G nn W10-31 SEE SHEET 8 FOR ANCHORS TI'iO_ (2) TRACK DOOR DETAILS V FEB u 2015 sheet 11 OT 16 SEE SHEET 8 FOR ANCHOS SEE SHEET 8 FOR ANCHORS m z ED�DISTI' rc EDGE DISI. N N 3 KSI CONC. m N ;a I I 3 KSI CONC. a N a iL E3.1 — WEEP SIZE 3/4" X 3/16" 0 t � -- �-REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. --- 0(L<C d Mil HO 0-3 Al C1 a E J p II OPTIONAL SLANT SILL ADAPTORS p Q pit DECORATIVE 24 SILL COVER rn OPTIONAL O O F\. ti O I 2 a a I C4 o0 ti O O ' c5 :_�I O M n w = ao a .I I w p s _ II [d 0 •w 1 W W J zz-N z o " F lip d �0 0 ,I II II II Yk000C(ItYW&D i' " 6 Wft ft F7oHd, SILL RISER awfujcok E8.1 OPTIONAL FOR LOADS 14 'r'i pecttNeoee lV�/ GCz /� BOVE +60. �'i r" Es{dntba D'��7i✓ o y POURED&fiARD NED it _ _ 81Um1 Ihde radon CoannA AI o u r' a HIGH STRENGTH ROUT ry 4 II g :I NON-SHRINK,NO -METALLIC SILL RISER Pc =5000 PSI 1IN. ® E8 READ FOR LOADS II a!z NOT BY CGI WIN WS ABOV +60 PSF II III�--�y�III MUST TRANSFER HEAR SSI L_RA_J LOADS TO STRUC URE u Q At N o ^ .... En9,:JAVAD NMBD e �... ... .... - CML 'I ...... IA.- FPE 9 70592 CAN.3538f% c a 'a. '.: • .'. :.' .11 CAN. �•' x %� 3 KSI CONC. \ . , a „' '. o r T' 3 KSI CONC. <EOCE OISL• I 1 314. I w EDGE. DISL• I 1 3I4�. I r% f,�"� drawing no. SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS ' / f W10-31 ALTERNATE TWO (2) DOOR DETAILS / E���"�2015 sh.. 11.1ot16 V TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1/2"MAX PANEL WIDTH s LOAD BEARING 810 X 1-1/4"SS PH SMS '11 PANEL WIDTH G a SHIM �.1 1 PER CLIP a a OH D.L.G. J 1 I78 X 3/4"SS FII SMS D. �2 e,v M2 M2.1 1 PER CLIP 10 ES �1 z •yogi .._ �0 'td• — -- --- ®a¢< _--______ __ V O W K - - _ --- ----- LLZ._� 5 >�s BW� o E4 E9 E6 vFoa-!� O.L.O. INTERLOCASTRAGA E2 FIXED PANEL (REINFORCED) EXTERIORNOM. PANEL WIDTHDOOR FRAME WIDTH N 1BY WOOD DUCKS qj s SEE NOTE SHEET 1 G 0 1/2"MAX r � � �ZO�o LOAD BEARING K1 �1 v o 810 X 1-1/4"SS PH SMS 1/4"MAX. Og v 51111.1 Z LOAD BEARING I_3 PANEL WIDTH o¢ 1 PER CLIP (D o¢ J 1/2"MAX. u o s SHIM METAL TYPICAL ANCHORS STRUCTURE m D.L.O. LOAD BEARING SEE ELEV. 88 %3/4"SS FH SlAS 0 SHIM FOR SPACING 1 PER CLIP TYPICAL ANCARRS _ _ ._ ,.__ --- TYPICAL ANCHORS SEE EL SEE ELEV. FOR SPACL G ______ II •..+• PROBLICf 1[kVhbw II FOR SPACING z _ _- I _ _ _ _ u m PfyiMI wbb Me n.ridt HvkHmcdt ._---- Aeeepuoee No/ -d 2 ( - n — - 67•S ° rcaa II - - - - •. ,n`L 0�,. `gm"' d EXT, f' ••• EXT. w lo r z EXTERIOR W DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR_FRAME WIDTH FIXED PANEL Engr:JAVAD AHMAD o 2BY WOAD BUCK CML i OR FLA.PE 8:70592 WOOD STRUCTURE CAX 353 n SEE NOTE SHEET 1 5 drawing no.' ;` ;'F�f11��a 2015 W10-31 TWO U TRACK DOOR DETAILS sheet 12 of 16 REFER TO SHEET 8 FOR VARIOUS (i SEE SHEET 8 FOR ANCHORS INSTALLATION CONDITIONS. o z _EDGE 0151. 3 5�8 EDGE 3 5 8" Z DIST. EDGE DIST. 3 5/B EDGE DIST. ®F z Z mx •e: w I O N t.� .�I °'I I 'd I• I Q a ry � o °•"�� (yo 0 0 U w0 w> WF 777� •or. I� 0 .~i WEEP SIZE 1/4" X 1/8' 0.0 ro o 0(L t A J1 ld11 C r1 0o y a O n-- O e W;LL G ll.z'"_m e7 - _n g ® CU T Q �� � 101 ,III �I10 Jai OP'T'IONAL O o � SLANT SILL ADAPTORS F �y v~ DECORATIVE fA r N x I;q I,li 'I 4 204 SILT.COVER N M n m J a �I II OPTIONAL o .n z F 0 2 n ��II ee R w b Ike Florldt II II II I I ' qt Codi ' J A No Emn DftY / / 1 iii SILL RISER 8 A �'�� B !• 4 18.1 REO1) FOR LOADS POURED& HARDENED oecoom II II ADOVE +60 PSF P T HIGH STRENGTH GROUT NON-SHRINK,NON-METALLIC 'i" SILL RISER ii a "'' 1'c 5000 PSI MIN, I' " EB REDD. FOR LOADS vy-- NOT BY CGI WINDOWSA ® ABOVE +60 SF r5 II u z u rc MUST TRANSFER SHEAR —rL E7 LOADS TO STRUCTURE �I � II r� II O O ® Al ,.it OF o��ry 0 ¢ JC II J .. ......:.. ......... .. .... I ..... " .....:. ..... Eng7 JAVAD AHMAO I ,� I:::.'::. — ':'t.'.:'::.'.:' '.:'.':.... l::::.'.:, '."p...'...'.. ......'......1....... CML I FLA PE 70592 CA.N. 538 R S T ..o.. .... a 3 K51 CONC. I KSI CONC. r .,'�,! E c EDGE 01ST. .3 54,1.Z. .I W .s,3.5 .a3 S�n�. "a. 3 EDGE 01ST. I8.` EDC E DIST. .' ( .�' 1 drarvmg no. SEE�SHEET.8 FOR ANCHORS tom, 1_ W1.0-31 POUR (4) 'TRACK DOOR DETAILS �E�'�' 2015 sheet 12,1of16 TYPICAL ANCHORS SEE FOR SPACING PANEL WIDTH I� � _ o 1/2"MAX. G02EG 1/4" MAX. % LOAD BEARING - LOAD BEARING SHIM _ _=O SHIM Q METAL ®5 M 1.11 5A A, L3 IA STRUCTURE D.L.O. tli al EL A, TYPICAL ANCHORS m.`�. _ SEE ELEV. O z!p I -----------_ FOR SPACING © V a It - - ®'0 QM o co Wfq u'o (3 (30% v F� rL�h114A 1.118A— II -1 EXTERIOR � 8 o E27 . 0 Ow RXTERIOR #10 X 1-1/4•' SS PH SKIS_ � o i- 30 I PER CLIP '^ U1 DOOR FRAME WIDTH =N o Lc L2 3 PER PANEL r N 1X6 OR LARGER AT 1d"FROM EACH END M2Ln WOOD BUCKS 1/2•� MAX AND AT MIDSPAN 1/4" MAX. '^' �O N 7 n LOAD BEARING #8 X 3/4"SS FH SMS LOAD BEARINGMETAL "' 0 3 J SHIM Li 1 PER CLIP SHIMMETAL Z 1/2"MAX. " o� TYPICAL ANCHORS CD p< J LOAD BEARING - h pp /SEE ELEV. _ IIq TYPICAL ANCHORS SHIlA II71 : ,/ FOR SPACING SEE ELEV. 0 II O/// II 111 FOR SPACING 11 TYPICAL ANCNQRS 5EE ELV. a s FOR SPACI G N p N o p L❑� wo w arc - -._ J .m cx_�x EXTERIOR EXTERIOR _ p ODUCTICKIlwo a--MTplytng with the F!"M Engr:JAVAD AHMAD o •T odt CML i DOOR FRAME WIDTH — gtl IdloSMC c�.Q(,G^J. DOOR FRAME VAOTH FLA. PE CAM 35Jd 92 a ti T u 2X8 OR LARGER WOOD BUCK /ORr7-. daenng no. WOOD STRUCTURE 'FES X15 2015 W10-31 FOUR (4) TRACI{ DOOR DErMILS sheet12.2o116 EXTERIOR MOUNTED V POCKETED JAMB o TYPICAL PAD PILE INSTALATION LOCATION TYPICAL ANCHORS z M1 TYPE A,B OR C C AT 6"FROM ENDS AND F m 1 9"O.C.INTO V10OD/CONC./METAL 6"O.C. INTO BLOCK ONLY. Q a 1-1/2"MIN.WOOD EMBED 1-1/6"MIN. ®0 n 1-1/4"MIN. BLOCK EMBED EDGE DIST. SEALANT 1-3/4"MIN.CONC.EMBED .12 Q' 1/6"MIN, METAL THICKNESS O 0t F / CONC. / d d BLOCK1 D WOOD / METAL - Q 4 Q¢ "+ OLJ� J EXTERIOR O � N TYPICAL AT PANEL 4 CORNERS o � 0 a p tY rd N N w �c'I o POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA -„y w TO BE REVIEWED BY AHJ C) to e� Zz� DOOR FRAME WIDTH PRODUCT'kUV1aED C A2 NOM.PANEL WIDTH ae ptyloQ ah9 Me FTorlda o _ adt; � .rc U bum Ads""do"Coarmi > a .............. L C 1--i Y II @ O 0 0U Q Engr,JAVAD AH6U0 0 •� .... .... .. e:::::. :' _ CML N Rill , . .•.•.•....... :•• ••..•...�• FLA.PE,1 76592 a n ............... _...._.....- _—_ C.AN.\3536 ' A2 AY '{•�f{ �;`,4j1`,, drawingo no. EXTERIOR f Ct3 }; ZOfS W10-33 sheet 13 of 16 �4.73G- -={ �5.921� 1.340 - 1.340 A_ U70 I -. 070 �__ .675 120 `4i�aa M 14 .860 .847 1 Z50 � .847 O... �0 .995 .Oso .985 .995 .050 975 I ® m 1F- d`-�I I I w �_- 3.255 -moi 1.184 M-FU 1.184 Fes- 3.255 N 4.250 O 4.250 O o U E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) L�� '070 GLAZING BEAD GLAZING BEAD 070 d W.1.GLASS INSUI.IAM.GLASS O LL 4.735 5.921----_- 995 .995 QU? M .070 FU .070 -p.-- 1.508 1.166 -1 1 0' p0 M .860 g15 1 250 915 1.250to E7 TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) OA r o I jl_ I .725 .664 � (e N O r 3.000 065 UUUI 1.501 060 1.831 3.000 Q ?�N LL �• .070 .995 1 F�-.125 .156 070 Q Z.i E E3.1 ALT. FRAME HEAD (2 TRACK) 13�' ALT. FRAME HEAD (3 TRACK) 1.490 '.415 Lie FIX. PAN-EL CLIP 3.000 1.490 _.. 15 r- 4-13 v rn .075 075 2.005 r EXTERIORINTERLOCK (OPTIONAL) 2.005.070 0 2.600 6 Lft-_j _ '070- _ E8MAIN STILE .63.750 MAIN STILE (OPTIONAL) 0I8 IA.753 ��y JI 2.755 �' 0..3.000 125 3.000 a p D_ 1-�4.735� �F� 5.921 �-I .095 •995 - .095 ld e6 x a On FRAME SILL 2 TRACK 1 FRAME SILL 3 TRACK SILL RISER (OPTIONAL) 1 610 1.870 5 `� $N ( ) © ( ) t.nD 1.a1s 1.no O M n .060 .060 w 3.188--�{� 3.572 �__. Z Z -N r I I I 11 .075 .075 {�--2.005 .070 .070 F�-2.005 E3 5 p-,>M .070 2.600 .070 2.600 J 1.625 g U O�-j 3 E5 INTERIOR INTERLOCK .582 .674-0-I I� •9 I '� I 1.255 INTERIOR INTERLOCK (OPTIONAL) �- t k- 4.735---moi 5.921 �•i .995 1,186 2.120--d ® 2.005 ,572 4" .-..{ 211 gi POCKET HOOK ASTRAGAL (OPTIONAL) g 741 g i Et.1 ALT. FRAME SILL (2 TRACK) 11- ALT. FRAME SILL (3 TRACK) 1 5� .060 1,831 •625 2.591 3.341 u 3.750 7 3.750 .156 -3.750 1.920 .062 as z Yf rc� 2.755 2.670 0 ' .155 125 3.000 r.i55 c e Y II mm' ryo .625- F^- � .070 1 870 E4 EXTERIOR INTERLOCK .070 1.610 24 0 3.510 3.510 E0.1 3.572 SILL COVF.R(OPTIONAI) SILL RISER (OPTIONAL) _ e a: 1.825 Engr.JAVAD AHI.IAO 1.6� E1.870 ,070 125 1.600 1.870 FLA.PE 0 70592 ��WST k8V186.D n _ �. __ _ CAN.'3538 -9b$ 18p 1.310 12s I l _ Amp 7. 9 2.005 1.255 -_ 2.005-d 44 .// h y c dravrmg no. 2.005 E23 FEB�,_���?Ut5 W10-31 E74 OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE INTERLOCK REINFORCING OOUTER TRACK ASTRAGAL (OPTIONAL) sheet l4 0176 CODE PART No. DESCRIPTION MATERIAL AfANUP. REMARKS51060 n E1 CGI-183 FRAME SILL 2 6063-T6 CGI EXTRUDER o __ -TRACK---.__ ___—___._______—.___ _.---_-_____— -- E1.1 CGI-150 ALT.FRAME SILL 2 TRACK _ 6063-TG _ CCI EXTRUDER - ''- E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - .260 I Z / --..__. ..__ __ __._ __ _ . ___.._-..-__..__-_. --_. _ 1.650 _ -�••I .640 E3 CCI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - � O Z H ¢ E3.1 CGI-152 ALT.FRAME HLAD 2 ]RACK 6063-T6 CGI EXTRUDER L FRAME HEAD COVER Q 2 N E4 CCI-153 EXTERIOR INTERLOCK 6063-T6 CCI EXTRUDER - 4.765 .065 �r o 0 E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - .080 1.621 640 0 _-•E7 CGI-156 TOP&BOTTOM HORIZ ---- ------ __...__=-6063-TG CGI EXTRUDER = -- - 0 o h u E6 CCI-155 MAIN STILE 6063-T6 CGI EXTRUDER 6._. EB CGI-157 SILL RISER 6063-T6 CGI EXTRUDER 344- O M E8.1 CGI-181 ALT.SILL R15ER(OPTIONAL) 6063-T6 CGI EXTRUDER - I I a K E9 __CGI-158 ____ ASTRAGAL 6063-TG CGI EXTRUDER - -"I M-625 2' FRAME SILL COVER 0 I h� E10 CGI-159 INTERLOCK REINFORCING(LENGTH=FRAME HT. -B') 6063-T6 CGI EXTRUDER - E2 FRAME JAlAB (2 TRACK) O ry _ Ell _ __CGI-182 _ __ FRAME SILL J TRACK 6063-TG CCI EXTRUDER - .243-1 a w uj o E71.1 CGI-160 ALT.FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - -'I 1.375 I 11"2 N I 9 z T4 J E12 CCI-161 FRAME JM.1B 3 TRACK 6063-T6 CCI EXTRUDER w - 1.791 Q E13 CGI-185 FRAME HEAD 3 TRACK 6063-16 CCI EXTRUDER - .060 E13.1 CCI-162 ALT. FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - 1.620 E14 CGI-168 OUTER-TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - —I m E75 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - 2 FRAME JAMB COVER o E16 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CCI EXTRUDER - g N 117 CGI-123 I"GLASS GLAZING BEAD 6053-TS CGI EXTRUDER - 5.951 •080 1.620 f!) E18 CGI-1-53A -3A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER OG5 O -6663-T; __._ K r,' I E19 CGI-154A INTERIOR INT - ERLOCK. (OPHONAL) 6063-T63-T; CGI EXTRUDER - � � o� E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CCI EXTRUDER - .545 H N LL E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-T6 CCI EXTRUDER - i 090 , 1.620 ? qj= N c E22 _ CGI-158A _ ASTRAGAL (OPTIONAL) 6063-T6 CCI EXTRUDER - (f)Nr ut e E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - 3:NMO n n E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CCI EXTRUDER - .625--II z o 3 ,n E25 CGI-184 2&3 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - b Z Z Li FRAME JAMB (3 TRACK) o E26 CGI-187 2 &3 TRACK FRAME HEAD SCREW COVER 6063-175 CCI EXTRUDER - O� E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CCI EXTRUDER - COJ O E28 CGI-1028 FRAME HEAD 4 TRACK '6063-T6 CGI EXTRUDER - - O E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - 17WOUCf kL:VESEB l.11 CGI-382V GLAZING BULO VINYL(DUROIAETER 75-80 SHORE A) PVC - - Veld wllh the FTnHda ' IA2 CGI-171C FIXED PANEL CLIP(2-1/2"LONG) 6063-TS - 3 FIXED PANEL _ A—pft—No tl/ (ir_27./ 'MJ CGI-175 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M70 CGI-176 FRAME HEAD ANTIUFT&PAD PILE WOOL/NYLON SULLIVAN I PER INTERLOCK/ASTR. by lSh.. � o a o, M11 W23201NG PILE 1'ATH CENTER FIN WOOL ULTRAFAS OR EQUN. - G' �reE�s1 a a M17. CGI-177 PANEL TOP&BOTTOM DUST PILE YIOOL/PVC SULLIVAN - d IA 13 TA-5I-PRS-150-USS TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL LOCK: Mt4 SGD-500 DUAL MORTISE LOCK ST/5T SULLIVAN ATTACHED TO SGp-503 DUAL LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT M-1 4-A PS01-0036-117 DUAL MORTISE LOCK _ _ _ ST/ST INTERLOCKS ATTACHED TO 1,41 SA MAIN STILE AT 40" FROM BOTTOM o o a n1^ .__-___ ---. ,N o- o_o IA15 SGD-507 KEEPER ZINC SULLIVAN INST.W/2#10X3/4"PH SS MORTISE LOCK (PART #SGO-500) (PS01-0036-117) o o=o M15A SGO-507N KEEPER ZINC INTERLOCKS 81ST.1Y/2#10X3/4"PH_ ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) Mi6 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.Y//2#10X3/4"FH ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) M16A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2#10X3/4"FH ZINC KEEPER (PART #SGD--507) (PART #SGD-507N) IA17 SGp-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS E.q,JAVAO AHMAO �o L M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - CNL u, n FIA.PE/70592; o n 4119 SCS2000 SILPRUF SEALANT SILICONE GE - C.A.1I.35'3x1 n b 4120 CGI-177 PANEL TOP&001"TOl.1 DUST PILE WOOL SULLIVAN OR COUN. q PER PANEL M21 CGI-174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRACAL ..._ _ .. ------- -----------------.._..------ ------ M22 CGI-175 SILL.INTERLOCK PILE PAp WOOL ULTRAFAB OR EQUIV. f 9 S2 - #10 X 1 1/4"LG.PHL.PH.SIAS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER f 2 5 2015 sheet 15 oT 1 6 D O U >Nl L� V m c w mm J�l N 71 m m _Jj v NI E-Di A p W fl n O O O LJ x � x x y '\Ft� i \\ o- yy N 6m}_g_g g n �o a docs: 06_20x0 Irevisions;. —� SRES SENT NEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AL-FAROOQ CORPORATION a no 0o a Sesc —' scab: H 01.1 G.ta .r:0_Navcs rNrs SSH ENGINEERS PRODUCT D£YELQPMEN7 — CGI WINDOWS & DOORS 323SS.W.87AVE U ,0 1 06.09.ia Gpu 70100 N.W. 25TH STREET MIAMI,FLORIDA 33174 dr,by J '1.12.14 NO CHANGE TMS cl MIAMI. FL. 33172 TEZ(305)26x5100 FAX 1305)2626978 (D1 s 9 0203.15 NO CHAWGE i!{.S --' ahk.b)- J TEL (305)593-6590 FAX.(305)593-6592 i COMP-ANL�t'tiQ-39CGt' W w x N \ \ \ �0 g _ t \ -- D o 'o _ -o rn g o \ NGS ( A zz D ? a m wo 4 on c N x a til m ro A r7 J tri 1`\E %1--o o.z dale revisions� os-m-to — SFRiS SOJi1N1 15D ALU.V.SLNNG GLASS DOOR(LM.I.)� AL-FA@2®C1Qp 1C®F2P®92g3'ION ^� T 'a no o e escn ton ENGINEERS&PROD DEVELOPMENT ,q�f SCale: 3�g'r 1` H 01.56.10. NO c,,,tj iH5 SHEET CGI WINDOWS & DOORS '{j 1235 S.W.87 AVE l� Qy ,a. s Os.G9.la G31ERAl&EYlStON 10100•N.W. 25TH STREET MIA MI,FLORIDA 33174 p I df.5y: J 11.1214 NO CHANCE TH6 SHEeT } W K 02A3.13 No CHANCE 1}15 sHEEr MIAMI, ) 33590 TEL(305)264-810o FAX(3057262-G97$ TEL{3D5}593-5990 FAX.{305) 593-5592 g C0MP—ANL\WIG-35CGI