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Home My WebLink AboutNOASI;HNNED BY MIAMI•DADE St. LucieCounttl MIAMI-DADECOUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AD14IINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 w .mismidade.¢ovleconomv CGI Windows and Doors, Inc. 10100 NW 25h Street Miami, FL 33172 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 (AHD). 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 approved as described herein, and has been designed to comply with the Florida Building Code. includine the Himh Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window— L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and seated by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade MISSILE IMPACT HATING: Lame and Small Missile Imnact 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: The 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 NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-1018.08 Expiration Date: September22, 2020 .7 Approval Date: December 21, 2017 711C1211, 1 Pagel File Cow CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510. 11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(M and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C_ Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(@ and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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 a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. R TL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOANo.10-0510.11) Manue P li .E. Product Control xa finer NOA No. 1 - 013.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMPFTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t° Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc, for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21116. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 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 wider NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09122/20. Manue er y P.E. Product ContfolyAaminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMTTTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6"' Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/19/17, expiring on 07/08119. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex B? Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50' Edition (2014), with FBC 61 Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTIIERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel r , P.E. Prodnct Contr E miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 BINS APPLE! �iC!D7:11! U�Df:I;I'ul� SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIOE BY S1DE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MAMt-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCE HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREIAENTS OF THE 2014 (STH EDIDON)/201> (STH EUMON) FLORIDA BUILDING, CODE INCLUDING HIGH VFIOCRY HURRICANE ZONE (HVHZ). 1BY OR 28Y MOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND WrALLED ABEOUATILY TO TRANSFER APPLIED PRODUCT DADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTNR, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MMUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACI, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT UNITED TO ST MEAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMIUAR MA SHALL MEET THE REQUIREMENTS OF THE 2014/2017 RORIDA BLDG. CODE h ADOPTED STMWDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT MOVIOE INFORNARON FOR A SITE SPECIFIC PROJECT. Le. UFE SAFEN OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THE PRODUCT AND SEAUNG AROUND OPENING FOR WATER INNLTRATWN RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFPCML ** CENTER ANCHOR REWIRED WHEN SPACING EXCEEDS 20 9/16" UG,cl (P G [Oi7 INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT drawing n0. W10-03 m2D00 0 0 -1 ro Nm ~O A Z a"o Ht1GHf �o a a 0 s o 70�o a s 000o o0m� Dmi BUT u•y I owra 02na n 1 GJ m N � N x m � q su ooama �o 0 agSa-em Q 1.� DGH 4zg a C I I �.� 9J•e6t C d9wC N a b o b e 1 666 A o V o� ti � e-V oDDm b G m v m MIN. V D.LO. PnG& CN8 N 3m DIM "A O FlANGE DIMS. L% ' BUCK DIM. ew: 6z_aa_lo revlslons: SERIES SENTINEL 110 ALUM S.H. WOW. M.I. S.M.I. AL-FAROO CORPORATIONa w P .0M IGD ( / ) QE ^mle: 1/2 1'YF TA59® ENDEEDro mM recCGI Windows and Doors, Inc. sseo survssr DRlvP sunEaz(I a, M: 10100 N.W: 25THSTREETre (ce.rv. s633)`.m m aon faMIAMI, FL 33172 m.lso6lzeaazoD PaxposJz 9m 6YlkL (]f15) 59]-6590 5VC (305) 59]-6592 COMP-ANOW m` 5 m\ m\ 5 a TIT S m� '�- � F e 5 c P P P P o b o b o a o o b D} u y u}n yu pu ulnyui u N}n �y.p�Y� o$ o m o a D o b b V �o Neapte�FSC�Peoaeow&�.&3� £0-0 M 'Ou 6u!Map ri uroaa ava w a � awpuwi 3 v !0 • aNlma:,aany %p�9u!Dii00 �aglyJFv.9uutidww m. ®s3nsa.i�naoad SM3 'NVl 'inSNI 3Da340 ,OCO TH VIO EMS 3iI SINIOd +/6 IV +N .N NVno, m tl3otld5 tl3aO5 63 40 ,uwno. amsadna aO ,3rNlOM. Ae I'll US7 a30VdS 300 ix 966 ONINa00 M00 IN 669 ONINNOO M00 ssno a,N3ays mdx .e/I� I 0a1 'a4awe RaanN, Ae 9M lensay JaRoy%'JI .060' ao ; 0u1 'muaury RaanN, /6q coloRauas ,aR04alw ,060' ao — As 6510 JOPO DUV Jcap xaoDS aR04%ul .060 bo ;00 I0%way3 uoWIM. 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J.1^Puy ,Dap p05 a.(OpaWl ,060' ;00 IPolwsyO uowl603, Fg a00 yid y do M0110S JaRe4%01 .9Le' Sfi 'NNV NNV .9/l FLANGE & FLANGE ADAPTOR FRAME 11_4. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. APPROVED NJOMORS FOR SPMNG WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE EUN. FOR SPACING ' F-29, KSI, Fy-100 KSI) 1/4' OW ULTRACON B'I 'ELCD' Fu_In M, Fy-155. KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 113Y BUCKS INTO CONIC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRHUNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THIN. MIN. (6063-TS MIN.) STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PUMD OR PLANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4 MIN. WOOD AT HEAD, WILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS V. - 3000 PSI MIN. C-00 HOLLOW/FILLED BLOCK AT JAMBS Fm . 2000 PSI MIN. PRODUCT REVIEW .s cninplyin6wiWtlw FImNO \\ /y BuilJin4 CnJe '!¢=WaNO1 •O1b.08 Ex,Nn'u Unm By n:umi M1 nct = T} og GaG S Opp` MEN OIEog cy Cd�o L<6 O -c E, Gnawing no. W10-03 O c� O [SERIES SEMINEL 110 ALUM S.H. WOW. (LM.L/S.M.I) AL-FAROOQ CORPORATION.d 3 no D e Offer cn ion tto�C i/y� �• • m.l ],10 1681EP BCD CNpO] CGI Windows and Doom, Inc aa�NEER$bPRODOLT DEYFIAPMEM f B wA].N VO wNiBB 93fb 5lIN5Ei ORRIS, SURE Y2C I doer. a w.IB.n mwcB na sdB] 10100 N.W. 25TH STREET MIMI. RORR]A33;- (cex 353eJ B w.Bv.R oa�m MUnC MIAMI, FL. 33172 nt�ays�ass Byoo ruc(aom s¢aG.m W dk q' 9 (305) 593-e390 FA%, (3B5) 593-M92 r SEE ANCHORS METAL EQUAL LEG FRAME y.V x SEE SF' SI =RE waoD Blip row sPAcwc A�' "::f ,.I m1 ANCHORS �------ _-__-________� a • e.FDGfi DSE.. .. a �fAR SPACING fOGE a i uM111adNE UWON ANCHORS •.. • A ... •'. - . • \ h E DISf. o + I SEE SEPARATE NOA 1 N h $ OC U A� YH EI C off' LL 0 YY m 1YPMM. ANCHDRS TPICN. ANCHORS �'tB gyp} _i SEE WAGGING FO sSMING 0 Log TYPICAL ANCHORS 3 SEE OUN MAMI-DARE coven � YZ19 W MR SPALYNG APPROVED UUW04 Q NI• Se i YH@ YUWON ANCHORS LL 2 j 1/ Y BUCK WSITX BULK WIOTH SEE SEPM n NGA BUCK WIDTH S O C •.a ' EE---ll N �. SWEEP TACK 1 1/4'O I MOM TO ® EGRESS LOCK - - - I p ILL - — - — a AT S o zob P4 I - - E4 O s N /14 %1' W. SNS. [� O N M mi WI F� CZJn 13 I fi LLLL u� 7 0 O- x g e EQUAL LED FROCAN BE INSTALLER DIRECTLY O �i INTO WOOD. CONCRETE OR METAL STRUCTURESP o WITHOUT THE NEED OF A W000 BUCK. � z% � c��3R EG ue. ..` 4 L SEEM wDRs PRdAUC'[RBVL4fD MR SPACING D� 14 -pi\ BciMk,� ehWefimtlA ll , ` AIII IIIIIII -��`` WHEN USED THE MIN. WOOD BUCK .1m .. f0�`I - NO' '� T v �'• �' c! h .+. DEPTH SHALL BE 2%*. THE USE OF `� �. Llli'� +:• mcE Df• PpRjy ariExGRs �m DEEPER OR BEVELED WOODBUCKS IS =�'• PERMITTED. bTATEDF Emain9 WOOD MR I MR SPAcnc •�. `.homD�. ',E:.`` fit+ W10-03 �p�IONALn1Ys` sheet 6 Df 9 ILLUSBUINE DRS. ONLY � M � FIN FRAME y.V x FDR SPACING NOT OR INT. FW6HE5 ml NOT Bf Cd C g� s 1 ,/z• § C i r,a HOUSE WRAP TYPTYPICALANCHORS• SEE LlEV. FOR svKlNc O IQ. � m — °C0� u NO B C01 R tPS SMS (GRADE ] US)d Y El INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c $ < EB I --- 6 KIIED 1-1/2- MIN. PENETRATION INTO WOOD GmN CAulKmc p. 0 uz Epnco p a °° sas�,�1 QV mf c O Z nLOCK oRIo 1 TO 0 EGRESS LOCK m AT slu g — e I�rnfVj^`u� NOT O V DOIGNRE 1/4• WVL BUU HBCHT 1/4 NAX H O M A ((1/2' WN. 1/0 NW. O Fv1 V s O N o Q•j o m N •^- n H d 0 CAUWNNG U I I 1 HOUSE HRAP i EB NOT al m m EXTERIOR E= ry u9. a$SSS D.t, ovc. 1 mom �ssl\bpi,6101111,/IF � < CAULKNG UmWagAFiAP o .a&w laa Nol -I �� .lP�...... \ E2 E`14. Dzle iD �''JGENeh• 9 NOT HOUSE BY LCI lIy-1 PI nC�K3V NaT B2 *= y �, Gu I t ,I 207 EOF e aWmy 1 SEE 0 ANCHORS — �y6 W10-03 MR SPKMC ' � 1111IIII\\\ 9f1CC1 ] O( J ss$I s_sz �6sg9s�s1 r;>m aim„'z o 'O FAR li \` c ate: �by_IB renBlonB: '"Bo 00a9Ma.lxe.'1 ° RY1Ve"D9Be°BIn]"mrrmL>Fpe IRI1+ IMo°nR��LumK�II1 " ' IB.y�m�I•@FyII.0 "\a89��Kxi�II1 E8�I DmRmI1 .G 21 8�0 SQES SENTINEL 110 ALUM S.H. WOW. (LM.OOQ CORPORPAMON a and Doom. Ic.ndoWSTHSTSUNSET rVF SUE20 b Om 1GWINM"l,FiL0RlVA3T3 COMP-PsNsLseW)I 00 W REEr O MIAMI, FL. 33172 7MPO52aFPO22 CA . TEL. (S) 593-5590 A ( ) 59YM92 IO-OSCCI A _ F� 8 O N r 8 �N ® O r s ® g b O ^� LrN� w � _ Zva � u o A y3 u u m 1 F ® G x A � o A G �N A w 8 0 3: g � � m t„. 3 O y O I111/ � 9 • o � i i b =�ti eSc /I/ 11111111� If a Ob mat-mSERIES ®c 1/t•�1' ♦m�/0 MtlWC[T69® ON MI F&93805UNSiDNVE.SURE$2aI SEMMEL 110 PLUM S.H. WDW. (LM.I./S,M.Q CG Windows and Doors, Inc. 10100 N.W. 25TH STREET ALFAROOQ CORPORA71ON �GN3 9360 FRSt4es9DMDrnM=O PMFM MN I,MCRIDA3 11 (CA, a O a W ° - y. ocoa9.nwu*mromnDeMWAI,FL53172 TEL (]OS) 59]-6590 FA%. (]0.5) 59]-6592 .3538) COMP-iWL W1a-a]GGI 6GANNED BY St. Lucie Countv M IAM I -DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.gov/economv CGI Windows and Doors, Inc. 10100 NW 25`s Street 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 (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 approved as described herein, and has been designed to comply with the Florida Building Code. including the High Velocitv Hurricane Zone. DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. I APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Countv Product Control Section. 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: The 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# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 Expiration Date: March 28, 2023 9.2018 Approval Date: March 2 Page 1 F�� cops` CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted tinder NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel Per , P . Product Control Ex a i r NOA No.18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tb Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted tinder NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel VCrez, P.E. Product Controlgxweiner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Abroad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with F 3C 51h Edition (2014), with FBC 6`h Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez P Product Control a er NOA No.18- 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 Ix - .W2 WV Be - .332 IN\3 f29 2m0 3' �2Aao� CLIP ANGI 6063-T6 •^' "' I—z6GD�13zs -LDOB- F] Iz5 3.000 .125 IA00 L_ Ix - .9502 INN4 Si - .8335 MNB Ix - Z9762 N\4 S. - 1.4881 INA3 �SflRp��DP.� Ix - 2.03)4 W\4 I Ix - 8.2757 IWI Sx - 1.018) vq3 Sx - 2.7586 MN] 'W' DIMENSION MULLION 'W — IN. 2 LESS P 2.08 4' 3.688 6' 5.688 .)19 L875 29 �1--4.000---J MULLION CLIP FOR 113Y TUBES CGI-383 6063-T6 MULLION CLIP FOR 2BY TURFS 2X6 MULLION CGI-395 6063-T6 1 6063-16 6000 Ibl9�(A@L6'I�LiP V:1IJI.CxiN]@7��]�:YIGCE��:� 14�1 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MMMI-DARE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HA BRIJ DESIGNED AND TESTED TO COMPLY WIM THE REQUIREMENTS OF THE MY (fiM EDITION) FLORIDA BUILDING CODE MCLUDING HIGH VETDCRY HURRICANE ZONE NVM . All G1 LNG PRODUCTS USED WITH THESE MULLIONS MUST MELT THE "PUCABLE BUILDING CODE REQUIREMENTS LE WIND LAD. WATER IHFILTMNON. FORGED ENTRY REsSIMM SVEGIWNS ETC. IV OR 2BY WOOD BACKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER MPUEO PRODUCT LEADS TO THE BUILDING STRUCTURE ANCHORS S BE CORROSION RESI SPACED AS SHOWN ON DETMLS MID INSTAUED PER MNUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERX SHALL BE BEYOND WALL DRESSING OR STUCCO. A LDAO CURATOR INCREASE I USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TD BE HIGH IMPACT. NON-MEMWC AND NON -COMPRESSIBLE INTERIMS INCLUDING BUT NOT UMITED TO STEELIMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR WTERNLS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. MS PRODUCT MPRWA IS GENERIC AND DOES NOT PROME INFORYARON FOR A SITE SPECIFIC PRQJM. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND BENUMB MOUND OPENING FOR WATER INRLTMTON RESISTANCE ETC. COMMONS NOT SHOWN IN THIS DRAWING ME TO BE AULY2m SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL STEP 1 DETERMINE DESIGN LOAD REOUIRED PER ASCE ) FOR PARTICULAR OPENING. PROWCippVISFp STEP 2 USE DINE COUNTY APPROVED C INC PRODUCTS MEETING PA�WYIrq MS We Plmifa STEP 3 USECONNECTIONE�J TO MUWON AS PER PRODUCT Aox gee ,el y� MPRWA. C 'a USING GRAPHS ON SHE2 SELECT MULLIONSZE WITH py �S DESIGN RARNG MORE THAN DESIGN LOAD SPECIFIED Miami aEe Ym&el IN STEP 1 IBOVE. USING ANCHOR TYPES ON SHEETS 4 & 5. AND MCHOR GRANS SEEP 5 ON SHEER 3 & 3.1. SEIECT ANCHOR TYPE WIM OESIGN PAYING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I MOVE. 201fl :` F �J 130 1 X 2 X 1/8- MUWON 1 X 3% 1/8- MULUON t X 4 X 1/8- MULLION t D lru wwax Z � m z CUZWC CL1LN0 3 i PROWL. PPODUM F 'W Z 3 i 1 1 'Sm � 9n u�$ O90 e Lfll In N W1 OL Wz o. n a ^ Vogue I OCQQ E j a 9 MLIYS iD BE W4NBFD W9OE RECWICUVR SW➢E G OQ, � N ¢ ..3i _ H. ob b IgIdzowk u1WD11 LL I0 e 6. ,p11 Q bmYC 4 O MEN MIL I C N I R 2 or c Ow 25 35 45 55 65 75 BS 95 35 45 55 65 75 85 25 35 45 55 65 75 65 Mu11JOx 6PAW @ c y 71BIRARY MOTH - INCHES TRIBUTARY WIDTH - INCHES TRIBURHY WIDTH -INCHES m f = NM 2 X 4 X 1/8• MUWON 2 X 6 X 1/8• MUWON a o° 3� G 1 TYPICAL MULLION ARRANGEMENTS WIDTH (W) wl z w2 U o C 1 O 1 1 OIL ggp�py�yyy� oFFCCR H y3 R 4 ILE13 9 MEM ♦a ME bNE ovolum NOTE: MUWONS RATED IN THESE CHARTS MAY BE ORIENTED o MMIMMIME VERTICALLY OR HORIZONTALLY.LINEMEN _ B - (INTERPOLATION BETWEEN WIDTHS ALLOWED)MEN m+P0 �xP1Yh0 WWlheFMdm • a ➢ �' �` p��Nm 1B-0M4,Og __* Jab 2ma: Qk OF 9- ' tlrawmg no. 25 35 45 55 65 ]5 B5 25 35 45 55 65 ]5 85 By 0�`• 6� MULLIONS Miwl We Pr�uq M95- 1 3A TRIBUTARY WIDTH - INCHES TRIWTARY WIDTH - INCHES 'Y IIIIIAI IIIItT sheet 2 of 5 90 80 70 60 50 !D 30 20 10 W 3Ba • uuu AH SD_5/B• 63• %'GVSINC PPOWCf 3 � cunxc cuzWa PPOLUCI PPCWLT a 41 9 [1 L 25 35 45 55 65 75 8`. TRIBUTARY WIDTH - INCHES 130 2 ANCHORS TYPE 'BF' 120 110 100 a B0 I 0 80 u F 70 0 60 50 40 30 ■■■■■■ MENNEN , ENNEN \®zap■■ ,.■■■■ O■■■■ Cf`I f IH,.■■■ I! ��M00 ,w'"„■ �f-\\\,` 9 ANCHORS TYPF 'R' <L 91 3 V 0 60 0 6' 40 74 30 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES �µCHORS U rS m� N S GH z ^sa q 3 a ¢ 2 4 GVSING GLAIING PRGDua PRooucr � ` C fir, o A H E mp O y l ANCHORS WI W3 (i o , O ica NOR20MAL MOMN Q ql fy' Q CLIP ANCHORS /ACHES TO BE WSCRS WSWE RECENIENM yNPE 2 0 C4LNO PRODNCT ANCHOR EWL �1 GIALNG GUZING PRWYCT PROWR MBWON SPAN S og 3 Q W P F i ry O T — C s' NICNOIb i o �w E � c 00 5 TYPICAL MULLION ARRANGEMENTS a O�No NM Wl I7 , WIDTH (W) = s x a } zLL g B Uo�d� ANCHORS 'A' mY F APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU IBY WOOD BUCKS INTO CONCRETE ANCHORS 'R' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' g o APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS 'BP' ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS .. m$ ==8 ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES _ 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES ANY ANCHOR LOAD CHARTS ANY ANCHOR CONDITION EASILL SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU S. 2 ANCHORS AT MULLION ENDS (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 05 OF I(IJ d7mnG Om. 4 ANCHORS TYPE 'A• 4 ANCHORS TYPE 'B' 4 ANCHORS TYPE 'BHA 130. 170 t3D Axcxws ,q /8• 38 /8• 120 5D-5/ 120 120 _� 4� 4• 50110 -5 0' JB /0' uw�Upx m Cilo: 110 i 3 0 PN 66• 100 10D 100 C s '^ 90 96 10 ' 90 4' 90 50-5 0 PAN g WWg Q O ? LL �CNV TQN ANCxo65 0 80 0 80 6• 99 W1 W2 1 3 80 0. 0 91 N ]0 (ZP 70 OB i {9 70 NOR¢CMK W WON CUP ANCHORS MCHES To BE WSUBtED Q i p 0 12 0 7h RIME flERINLIIWi S.E Q y LL U. B 60 60 tJ 0 'Pfl00um 0 $ 60 3 Q Gil m S .C,11 F 50 50 50 3 � 'V M'CNRR ETWE /t 40 40 40 ME 30 30 30 6VSINC PRCRUCT DV31No PROWCT /NG tl1o66 9 B' 25 35 45 55 65 75 85 25 35 45 55 65 75 B5 25 35 45 55 65 -Is85 0 OAN TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NUWOry SP .E o! ct� 130 4 ANCHORS TYPE 'BF' 4 ANCHORS TYPE 'C' 13D a c w o TYPICAL MULLION ARRANGEMENTS 50 5/8' G 120 10 B' WIDTH (W) wl + w2 2L c_ z 2 o 110 110 tl a g yGi 100-3/ IN 1/q CHOIRS INTO 29Y WOOD BUCKS OR WOOD STRUCTURES ,n vI`i OR THRU 1BY WOOD BUCKS INTO CONCRETE al 90 90 ANCHORS 'R' 81 APPLICABLE TO ANCHORS INTO CONCRETE 0 80 0 80 ANCHORS 'RH' R 63 120 APPUCABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS B �^ ]0 0 70 OR THRU 1BY WOOD BUCKS INTO BLOCKS c tJ N pry aa ]4-1 ANCHORS 'BP 5 60 96 60 APPUCABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 04 OR THRU 1BY WOOD BUCKS INTO BLOCKS 50 0 50 ANCHORS 'C' -_ t I S APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES @ o qp 40 L `\\\111IIIII/IY Jo 30 .`�`)P: VCEN3a'•;V N 25 35 45 55 65 75 85 25 35 45 55 65 75 85 PRODAUCTR6 DIED S TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES 7059 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVET LOCATIONS AT HEAD, SILL OR JAMB ENDS, ANCHOR LOAD CHARTS nc m ) -� •Dd �T� 2e�8' - wJD23 ., 0P ',yam '� o drawing no. RY O OH,:' M96-11�35 FOR POLATION BEEWWEEEN WIDTHS OR PANS AuoWED) THRU 5. A ANCHORS AT MULLION ENDS �""° e0eflo°"I ib'SA�NAL\Ei'G 2/4' ° UL N ANOLE ° 1BY OR 2BY WOOD BUCK 2x2N LLUK 2-B/B' 1.scD VA% 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2' TUBE MULL 2 x2x ALUM .:.a.. , PREC S OONC� ° \' 9 Ik" !su..y 1/4' Dw ULTMCON 2: e2/ 2 .a .1/4' R ULTPAOON �2/ ANGLE —a - ,' a z I I ^. 1BY OR 2BY WOOD BUCK a• d 2 SCREWS PER S1DE REQUIRED FOR 3' TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2' TUBE MULL 2; 14 3/ '..�1/4' I ULIPACON �2/ ANc1E . ' CONCRETE OR NASONRY BLOCKS 3 SCREWS PER SIDE REQUIRED FOR 4' k 6' TUBE MULLIONS 3 20 F Z O� 9 a ROE oG��+ O'omA pmom OHD .IBZe� Q WN�L JYa# Growing no. L____________J I I n I I I n 1 =---------- - u a 11 I II II 11 F F a . cps 9 �m pmm pNm I I I I ; ' E I I a �_--_-______-y E E r-E -CT L _J ymA ' I III I ply I I 11 I oEc ;3p z„ M r MIN. c E 3; 0 $ N E° _ a z e 3W T mpe p" z 6 @� r I I II I b I I I I I I 1 I 1 .L: 300 =y.Al7i 4T �iD= ].o �i��YIt1'n•'" ••• \�w MIN. ��r111111111\\\ em. sl_zy_pg rev dons: Series dippeE, Fxlruded Aluminum cube MUIGDn-IAII A4FAR000 CORPORATION O o Ip 3 no o e escn Ion nCJI ENDINEQi56 PR000Cl DEVEIAPMFM I CGI Windows and Doors, Ine. s3so suP I7DRIVE,sum=o 10100 25TN STREET MVIMI, RORIOq 391)3 (eJ.x. sere) L. W ' c a.ls xn. sm xw wuxDns 1010 N.W.N. 33172 igi. paM zgaOA vaxcs(C". sere m,mna uwmm m mn me TEI. (]Og) g9]-499D FAY (]05) 59}g59D MUWON\M95-1.N WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS • SEE ELEY. FOR SPADING TYPE 'A' 1 /4' DIA. ULTRACON BY 'EL= (Fu-IA KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE TYPE 'B'- 1 /4' DIA ULTRACON BY 'ELCO' (Fu-ETA M. Fpt55 NSI) DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE TYPE 'ON'- 1 /4' DIA ULTRACON BY 'ELCO' (Fu-172 KSI, Fy-155 KSq DIRECTLY INTO HOLLOW BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS TYPE 'BF— 1/4' DIA ULTRACON BY 'ELCO' (Fu-IA KSI. Fp155 K51) DIRECTLY INTO FILLED BLOCKS 1-3/4' MIN. EMBED INTO BLOCKS THRU IBY BUCKS INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS TYPE 'C'- 414 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EREND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WRN ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 1/2' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fc = 3C00 PSI MIN. C-90 HOLLOW/FILED BLOCK AT JAMBS V. - 2000 PSI MIN. o MEss CIO CNOTE o' m m m 2 OR 4 ANCHORS TYPE 'C' O A D Q SEE SHEETS 3 & 3.1 Oq AL SNNCNRE O d p NF ---------- TUBE INWON TY 0 Q S BpS Q bm4 C �S SCREIN CM BE Ems I I AT ' o n IaUkl IN OMER I PER CGP in & In MILLION DIRECTION qlq A 2 PER CUP AT WiGER NUUJONS 0 W I I O 2 C I MUWON 1 i 1/8• 1MICK ALUM CHANNEL IBY OR 2BY TUBES I UG IEDI NGTO FITSNUG I IMO uuwon I 13 I m N� O n n I I E C3�N z �ogC ANCHORS DETAIL #1 METAL TO METAL CONNECTION 2010,'OgA IF drawl MM®Ma SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CGI WINDOWS and DOORS, 10100 NW 25 Street Miami, FL 33172 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.pov/economy 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 (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 approved as described herein, and has been designed to comply with the Florida Building Code, DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. I APPROVAL DOCUMENT: Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, 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. AWSII IMPACT RATING: Laree and Small Missile Impact Resistant 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 for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ comers, see limitation note 4, below. 3. Max shim not to exceed'," at Head/jambs &'/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 901 & 1350 exterior comers must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent 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 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 NOA # 17-1011.18 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMMADE COUNTY NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 e n�_ CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135° and 90' comers, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 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 6-panels Alum SGD w/ Pockets & Off, 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.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super T ---Spacer®"insulatiig glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & seal d by Rauif,,sh Patel, P. E. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. 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. HTL-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-00733.03-450-18, 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, conformance to, complying with FBC- 2010 and with FBC 5t° Edition (2014), prepared by Al-Farooq Corporation, dated 02/24/16, 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. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5« Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, 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. haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-2 CGI WINDOWS and DOORS. INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Abroad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6a' edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Examiner NOA No.17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-3 1HESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOD DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACRY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPUCABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OPTICAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WON THE REQUIREMENTS OF THE 2017 (ITN EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE H Z) 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING MUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF"S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY., ALL SHIMS TO BE HIGH IMPACT. NON-METALOC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT UMMD TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMIUR MATERIALS SHALL MELT THE REQUIREMENTS OF THE 2017 FLORIDA BLOG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING MIS PRODUCT AND SEALING MOUND OPENING FOR WATER INFILTRATION RESISTMCE LTC. COMMONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, MD TO BE REVIEWED BY BUILDING OFFICIAL. LF3flgT3t@PF STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELQCOY. BUG. HOLM. WAND ZONE USWG APPUG MCE T SIANDNN. STEP 2 DETERMINE DOOR WACKY MOM TABLES ON SHEET 13 FOR ME CLASS TYPE AND REINFORCING TO USE STEP 3 USING CHARTS ON SHEET 15 SOXCT ANCHOR OPRON WOH DESIGN RAZING MORE THAN DESIGN LEAD SPECIRED IN STEP 1 MOVE. STEP ME LOWEST VALUE RESULTWG FROM STEPS 2 AND 3 SHALL APPLY TO EMIRS SYSTEM. IINDDCfAEVOIBp �PhLa.fu l4 HtiW �MNs C.a. ARhphAn No 2=•2U E+W^M�D�h 1 CC LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT MAR 0 5 2018 �o z �� xA go by 0p4e a g zoo 0 GHN U 'e �t."I o 2 g 0a°F� T� o iWr' Qi N p VISE 46020 OMWiRB RQ. W10-31 BZ/° Z 7aays O/[ ,9!/f 1- MOON 3YJVad Nows MOON'13NVd `N ......... SS , ,9 - MOMl3Ntld 'PION MOM -0'l'D 'au 6urxoJy 31r .901. fi - 1HOp14 3ntllL/ HOW MOON 0'•00 LNn 03191 am Y dg �7�•`. Ra17.9A�31A5i"dx'C • ... r • ausnn d3A (z) auvm mw (1) ' ��'L[[I� ii,�[" • wlvlm�dm 10 a"uvm eol ([) auvm dm ([I wlslm dJa ([I xasm a9a ([) Fri e ,8 ,e ,B ,e ,8 .B ,9 m � E o n n 91AL1>n 01M�9JNvwc HJWL f H� \ g `� pA1.Y3n J0110Daa ... .� Ir I.9F 'I m d -y ) (NOLLVITOSNI 'dll SLIDVdVO Hw NMOHS Mlfn» SHOHONYNS [ 13 aw CL Li3Ns il5) Flo H1YN0 LMi0 335 SNONON/ 8,V, (0 MIAS HMA MWd 9a0H'JNV (9) HOOd NO n ,N13a F ._ l9/l8Wd .B/1 BY :o Nd b a0 foINI ON3 May IVzi a m J33HS US) __�SaOHONV ES 3d MIS qm 0 SMT MDOd _ _ ...JJJ/// _ G Y i_e� CV I e rSaIP ��NN i2Fi DSO � i m N�J 2 E I�L mO 6 ^ lao a7LpNcy igi _ i i gm n D I O a a Is J• H m yL g nH o ____ ' r � Q Sa3Nam wordw aw 3 tl lVNoudo 'Nm m O A T6/O m SL [33HS NO IaVH0 Us //// Harm 3SWJ ,el/Cl t �g 9 SI J33H5 i35 SONS MIS IV sew/Mls/P/3H ltl H10IM l3NVd'MON -. Ilr Q TIS/P/3H SI 0 a0 C'L SaNd NI SaOHONV 'S/I BY MOH3W MIA a 4 3 Y MOM 3ntla1 H000 is u SNOHONV WJN %Vn .91/Cl LBL \ NMOHS a31511U_/ _� SHOHONY (e) .[ .9 'Od0 l"0 ClNOJ33Hs 335 ItlNDI1dD SHOOltl3Wl 1V NOIIdIaD530 a0! aOOlM310N195- 1NIOd Z .8/l Z6 w F_ DNIOawNI3a P 2 Wo 1eMa 3. I6 I I M. e) ANCHons LUSTER SHOWN :: • : HUD ANCI 14' — n HA%. s 190 9/16• m. DOOR FRAME WIDTH FALSE MAN ppDpRgL 14• NA PNCHAD IN PNRS HEAD ANCHORS HEAD/SILL AT NEEAR/SWABS 2. 3 OR 4 PAIRS STIE ENDS SEE SHEET IS SEE SHEETS /-AT / AT 3. O.C. SEE CHART ON SHEET I6 HEAD/SILL 17. 19 k 21 IR FUL PANEL Al G) FOR CMPfAIY 1 CORNERS ATTACHMENT - -� i� -� REINFORCING AT INTERLOCKS G1 H J1 SEE SHEET 13 'i y FOR GPA011Y v II Ii 2 POINT 42 I/6• 42 1/9• O.L OPG. O.L OPG. _ CC - 1II IJJ — --- SNGU LOCK SEE SHEET 24 n i n o li II FOR OESCRIPDON i ir II 15 II z61 87 SILL ME 82 ANCHORS 2. 1 Om 4 PQRS 40 1/6' PANEL WIOIH AT 3. O.C.�•�� SEE CH ON SHELF 15 FOR CAPACRY IIIII a, Ilil °) IIIII Iill Ills �a•� e• a• a• a• e• a• H In®� rommAm ro®mism ro®maa 6)®W6n TYPICAL (TESTED UNR) ELEVATION REFER 70 PAGES 14. 15. 17 k 19 FOR WEEP SIZE ORS rlr POCNET J a ANCHORS 2 TRA SILL ANCHORS s"DUCFRry,,, W�wiIAIYFR�Ly A^/mnemNb lI �v ml--4R- / C= D.L. OPENING D.LO HEIGHT - DOOR FRAME HEIGHT - 9 11/16• D.LO. WIDTH - NOM. PANEL WIDM - 6• PANEL HEIGHT - DOOR FRME HEIGHT -1 3/16• MAR 0 5 2018 4,% Z m 0 A f Z an i 4�OC V a�mn O9m rcs m 060. db.02 Q 0 16 zm= Lowing no. W10-31 xxx (sHom) Oxx xxo XXX (REVERSE) XXXXXX (SHOWN) oxxxxo rc- i NON-HFlNF IMFRIOCKC THIS APPROVAL OUAUFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 260.0 PSF MwEd M MAN oi, 4)1 m - VIF11 rLo— 191 1 IM XXXXXO (SHOWN) OX%XXO 13T CORNER DEVIL 'P' ON SHEET ?2 OMNIL w kill OF A v v EXTERIOR 9P COPMR Du" b' ON SHPET Y3 NON-REMF INIERIDCKS 1= CORNEA OCTAL'P' ON SHEFf II OPTIONAL IN UM OF J SEE CIUAf ON SHEET 13 FR4NE MOTH EXTERIOR MY CORNEA MAL'0' ON SHEET 21 NON-RDNF. INTERLOCKS 13F CORNER DELUL 'P' ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL IN UM OF J O 5 APPROVED �ONFI - (RATIONS NOTE: MAR pp(g1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—PDCKFTFD DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR Op AND RFMFORCING OPTIONS 3. FOR ANCHOR DETAINS SEE SHEETS 15 THRU 23. THREE (3) TRACKS 4. DOOR SHALL NEST EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 0 q Okk n 1Q- 4t Z C'o Q.S-. O N 6 OG'om O'o�t. o Odoo 0 d b. LL juH Q bmi S pjBFB 111MN�NNN Lit-, :�t drawing no. p ,A�tpRO�: • �*�: 1 W10-31 y I In I SEE c XXXP PXXXXXXP (sHDxm) PXXXXXX(SHDWN) XXXXXXP PXXXXXO(SHM) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON-RONFORCED SHOWN) SEE SHED 13 FOR Dp AND RENRORCRIG OMNS THREE (3) TRACKS POCKETS ME NOT PART OF THIS MPROVAL AND TO BE REVIEWED BY MJ. �NOi PAf+f OF 1M5 NOA — 99 CORNER DMYL '0' ON SHOT 22 1O CORNER DETAL 'W ON SHEET 22 OP NN_ IN LIEU OF J DOOR FRILE W10TH rNON-RDNF. INTERLOCKS ,I SEE CHMT ON SHEET 13 OPROWL IN ON Of J �n anus .[ NON-RDNF. INTERLOCKS %-SEE CNART ON SNFFT 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90 AND 135' CORNERS WHERE SDLE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES UNIT MAX. DESIGN LOADS TO ±60.0 PSF p' OPTIONAL IN LIM OF J ON 22 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. MAR R 5 10IB 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEER 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 11 ERIC OPTIONAL IN LIM OF J ON 22 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. MAR R 5 10IB 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEER 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 11 ERIC DOOR R FRAME W. 8 xo (SHOWN) ox OXO(SHOWN) OXO(REVERSE) oxxo xx%X(VMILAR) 9T CORNER OETA '0' ON SHEET 22 135' CORNER DUAL WON SHEET 22 OFDD L W NLU OF Jl 13 rm7 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90- AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 360.0 PSF milms— KNEW ��'�i SO CORNER DETRL 0 ON SHEET 22 13 CORNER DOA 'P' ON SHEET 22 DPRONK W LED OF A - -PROVED ONFI RAT10N5 NOTE: MAR 0 5 201E NON—PO('KETEO ODORS (NON -REINFORCED SHOM) 1. CONFIGURATIONS SHOWN FOR ILLUSTRA110H PURPOSES ONLY. SEE SHEET 13 FOR OF AND RDNFORCING OWIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO (2) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. VRODUCrSWVI8 oapl21u�11h 1YN•W Mmtiu COY ''��?.�4�2�� A•Jeplu¢NR FA1•M�WIe Z yZy N g p°4 O9E G Li ��M O ico 0'ay'ata 2-- IQI z s�m� QbmE' W10-31 DOOR FRAME WIDTH I I �g PO 14 I Y K I i_ PX (SHOWN) XP POCKET CMMY NOT BY CGI NOT PART OF THIS NOA DOOR FRAIAE WIDTH ix O EXTEflIOR ©j DOOR FRAME W. 1 1� V J 1 YI P O Oj j0 K 16 M W 61 Y � I PXXP I - DOOR FRAME WIDTH --- L N N I ,9J Id m I M M I 1 I I zl OI I 41 I 1 PXXXXP DOOR�FRAME MOTH � L � H X Id 8 I M 1 1 L PXXXX(SHM) PXXXO XXXXP OXXXP MR FiNJE W. f L I I I� • ti H g in Y L PXX (SHOWN) XXP 90 CORNER DETM '0' ON SNEET 22 1W CORNER DETML 'P' ON SHEET 22 OFFORAL N LIEU OF A DOOR FRME WIDTH NON-'MNF. INTERLOCKS SEE CHART ON SHEET 13 1� I iv is L O E)(TERIOR O L1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE SOLE CONFIGURATIONS SHOWN ON SHE 22 ARE PRESENT. FOR DOORS USING 90' k 135. CORNER STILES LIMIT MAX. DESIGN LOADS TO 360.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON-RDNF. INTERLOCKS f-SEE CHMT ON SHEET 13 I r I Ix �I ul ID dl I - J MQ EXTERIOR O O 90 CORNER DEL& '0' ON SHIM 22 13T CORNER OETNL 'P' ON SNEEI 22 OPTIONAL IN LIEU OF J rNO REINF. INTERLOCKS �NO iIi�SO CORNER DEPUL '0' ON SHEET 22 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OFDONS L� O 11 �DUCT REYMM Ila leie D�P4�o 8E W Ei� AeaPl+om EApDpbo Ehle��1.� �� POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY Mi. FEAR 0 5 1018 m4,% GIL e w 0s ii Cad 002^ 09a 0,3 a C �GG Izo S as ¢�imff xxxx (sHowN) oxxx xxxo XXXX (Rfl E) XXXXXXXX (SHOWN) OXXXXXXO R.y n EXTERIOR nH (IN �� NON—POCKEFED DOORS (NON-RONFORM SHOWN) Sf£ SHEET 13 FOR OF AND RONMRGNO OMNS FOUR (4) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' @ 13Y CORNER STILES ❑MIT MAX. DESIGN LOADS TO 360.0 PSF 97 CORNER OUT 'WON SHM 23 1 —NOM. PANEL WID1H� '-" " OPTOHLL IN�MEM & JI un " NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUMLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR052018 afLDOIiCl YEV6Fp �+PlYIah WIh HYRwf� N".nin{Cab ¢.Pi1nN.a Dale 6 ( hDJ p.b /aiut(irtl O 9L t 000 A. Cad OGRE+ O 'o C OLAo olp aG¢ 144. Flle W10-31 XXXXXXXX (SHOWN) oxxxxxxo F I-- Ll I XXXXXXXO (SHOWN) oxxxxxxo APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON-RENFQRCED SHOWN) SFE SHEET 13 FOR Op AND RENFORONG OPTIONS FOUR (4) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE SNLE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 99 k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 360.0 PSF RO COJMR DITA '0' ON SHM u 135' CORNER DgNL'W ON SHEET 22 OPTION& N UEU OF J OW CORNER DENL'0' ON SHEET 22 135' CORNER DETNL'P' ON SHM 22 OPTb N UEI OF J NOTE. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR 05 MOn Crum" u.pUiRwlutwn IVL O .gam mh1 _ z •Zh y Fro a. �e� gWN (Y O W I �a�uaq; LL Z.G1 Suml ¢bo�sl �II�II�II� OF �- OlOwiIIJ OO. o�Ca�211 W10-31 FRAME MOTH �R�� _ f L ~S � t y +j I I y N I PXXXX (SHOWN) XXXXP T �. m L e Lrk `�._. _L - - Y I i 1 Y j I I PXXXXXXXXP GSHm) APPROVED CONFIGURATION@ POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OMORS FOUR (4) TRACKS POCXETS ME NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AIM. 0 OW CORNER DEAL '0' ON SHEET 22 13F CORNER DETML 'P' ON SHEET 22 OPTIONAL IN IIEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135- CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 380.0 PSF aflOT .. © 0 NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER MC. rRODUCf YEVIBFB u woplT4E W\ W IW W DucRvcor AxtPucu No '12 N • ZO R.EInUw p.0 � Earual BAR 052018 n Od°g` Mod 0 to- 0-.g 0°do; OaNM Lz2W i'w _ S �$g ¢b8f i W10-31 DOOR R E WIDTH I L I� oma IY S � Y I ffjjTj7oT— PXXXXXXXX(SHOWN) XXXXXXXXP OXX%%XXXP POCI(ET CAVITY NOT B NOT PART OF THIS DOOR FRANE WIDTH L 8mtlH H H { 6 I $I Y I PXXXXXXXO(SHMN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND RONEDRCING OPTIONS FOUR (_4) TRACKS POCIRTS ME NOT PART OF THIS MPROVAL AND TO BE RENEWED BY ". THIS APPROVAL OUAUFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90- AND 135- CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING BIT & 135' CORNER STILES LIMB MAX. DESIGN LOADS TO 360.0 PSF O"ONAL IN UEU OF J _.. .._,. — ST CORNER DUAL V ON SHEET 33 136 CONKER DEEM 'P- ON SHEET 22 OPTIONAL M 11EU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER EEC. MAR05 T� A Z q F� x 0 R60, 0 tgN (i 0 M Q 606 0 tl b' 63��1 c ERIC orawln9 no. W10-31 l:I,Ilf!!!:llll!!! „ !,!!I|!!!I!!! „ El 4: --- -- -- ----- ----- ---- - -- --s - - ...||| ;,.!!!!§•!!!!;!l�,....,} § .| !!■!!!!!!!!!!§•!!,!!||«§§ . : Ej� §!!,!!!�!!!!.j�!!■!f! \|!§!!!!!!!!!!!!!!,§!!!f! -|k •,!! „ !!•,!,!■!!!!!!!,!§|/|! !!!§!!§,!!§!!!=!!!!! !!! \||�| r R. \ \ § § ■ �* ! §§)|) !e§; _ mR�2 )§ N ' m /a, ;G � \! |±| 0 __ea_MOM _m _OO_mRA_.a m__+mma"— /�O :1 _ee_ c i.! O ®t tk w_ _ _ � �___ _ , 0 w ANN. GLASS .095' Intedayer SaOex CP With PEI Care 8,, 'Eastman Chemical Co.' OR .0%0' Intedayer SaOex Clear And Cater Glms By 'Eastman Chemical Co.' — OR 090' Inledayer SentODlas ByR'Nummy America, Ins.' 090' Intedayer Troailal PVB B/ 'NummY .Medco, Inc.' \ J/18' NEAT SIREN'D GASS SILICONE GE SCS 120D �DOW CONNING 899 DO\Y CORNING 995 LITES 8535 GIASS TYPE 'A' 7/16' p'OUIL L,u. CVSS 5/16' HEAT MEN-D CUSS .075' Intedayer Says. CP Wth PET Care By 'Eastman Chemical Co.' OR 090' Inledayer Salle. Clear And Color Ckas By 'Eastman Chemical Ca.' OR .090' Intedayer Sent,Glae re'Kurvmy America. Inc.. .090' Intedayer Tnx.ftf PYB By 'KuramY America. Inc.' 5/16' HEAT STREN'O CUSS SILICONE GE -L 1200 BOW CORNING 899 DOW CORNING 995 ul / SERINC BLOCKS AT 1/4 PCIM ON 111TS WIDER THAN 06' CRDM OUROMETER 8535 GLASS TYPE '11' 7/I6' OVERALL LAM. CUSS 5/16- ANN. GVSS 075' Intedayer Satlex CP With PET Core By 'Eastman Chemical Co.' OR .090' Inledayer Saves Clear And Cola, Class By 'Eastman Chemical Co.' A 3/8' AR SPACE .090' Intedayer SanirYGtae By 'Kumray Nnedca, Inc.' OR 3/I6' TEMP. CUSS .091. Inledayer Tars il.1 P. By 'KUmr, America, Inc.' 3/16' HEAT SIREN'D GLASS La SWCONE CE SCS 1200 DOW CORNING 899 DON CORNING 995 MI XL EDGE SPACER n 0 ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR p SUPER SPACER BY 'OVANDI' SETTING ELOCKS W AT I/4 POINR ALL SCIES EPou DUROMETER 8535 GLASS TYPE 'Al' 1' OV INSUL LLV. CIASS 3/16' HEAT STREN'D CUSS OT5' Intedger Sallee CP Wth PEI Co. By 'Eastman Chemical Co.' 090' Intedayer SaOex Clear And War Glass By 'Eastman Chemical CD.' OR 0/8' MR SPACE .090' Intedayer SenlryGlae 6y 'Kurar% America, Nc: OR 3/16, TEMP. CVSS .ago' Intedayer Trosi(al PVB By'K.ran, Americo, Ins.' 5/I6' HEAT ST wo CUSS �a SUCONE GE SCB 1900 DOW CORNING 899 N DOW CORNING 995 ] YI XL EDGE SPACER o 9. STEEL BY 'CARDINAL! OR DURASM BY'DUANEX' a OR p WPM SPACER BY 'OUANa. WI =NG BLOCKS a. AT 1/4 POIMS ALL SRES k EPDM W DUROMETER 8535 .LASSrLASS TYPE 'El' 1' OVERALL INSUL IAD. CL6S MAR 0 5 eRODOCTYEVNI loses", wWY W WSIYo Au2pbeee No � G-121k• �_ Eapin6se Ba144A 6 �9r Ais. n'R•aL calm Cosy 04 h �6 S O dOE` Raft 0 G„W 0 ojP 40g 0 dr. Q � 7LLL zo= Jge drowin9 no. W10-31 TYPICAL ANCHORS TYPICAL ANCHORS 3 MA IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS NPIU CONCRETE ATSTILE SEE NOTE SHEET 1 AT LTTC, SATE '.&.INIFRLOCK ENDS . 3 K51 & INTERLOCK ENDS AT 1BY WOOD BUCKS & INTEF EDGE 6T.A 'per �- 'SLU CST - '.PoR OW..IjD11E5", CONCRETE SEE CHART CDR OVAN1111ES SEE NOTE SHEET 1 EDG•: Disi. . .. xR 5 FDGEdnT.rj.'. . ANCHORTYPE A INTO 28Y WOOD BUCKS ' OR WOOD STRUCTURES O.I.. Do. CAPICCCY - PM (ANCHORS) �wwNM IIHpO KDAO ANCH°R9 (TYPE b B Y C) A. ANCHORS (TY6 02) s� mwaOi M,OOOK S1YF iO46 pi.(+) IRA.0- e e e B 2a-1/e ae-t/e 3e-1/e ♦2-1/e .e-1A 51-1/e B2 - - 80.0 eo.0 eO.0 MODI 7e.2- 124 80.0 - M7 eDO - 00.0 .0.0 - .1. mo - e2.a 7I.1 .... 71.1 71.1 2♦-1/e m-1/e ]e-1A a2-1A w-1/e SE-1/e °♦ 60.0 e0.0 80.0 m.O 70.5 80.0 - n.e mo - eJa m.0 - e♦a MO - e21 m.O - sv.l mo m.1 TJ�� T- n.l n.l JO-1/O :e-1/e z-I/9 B0 mo IWO - TS.e mA - °p.2 ...2 - 65,9 e0.Y - 50.7 0. SBA] 3ED♦5-1/5 B- OD 2♦-1/e Jo-t a eq0- - aDO 90.0 - - - TJ.O - ep.e 90.0 - :6-I/9- 60.0 000 - 80.0 81.9 .0 49.3 T].. m.o ]o-l/e 1/9102.a42-1/e 54-1/a MI- m.o- 52.J .0 50.0 60.0 GOD 4)9 O 4°.5 ma m.D .4.] .4 .20 .Nw 5♦.4 24-+/a JO-t/e ]0-1/e 4z-I/9 4e-Ire e]-1/e 10B m.0 - WD - - e0.0 - - 55.] m.0 60.0 Sa° GOD mo 4..1 ea0 m.o 46,9 ma m.o Ma MO MO 42.2 m.0 ma 41.. 114 54.4 ]pA 54A 54A 24-1/8 m-1/e J S-1/9 42-1/8 49-1/e 114 m.o 50.0 PD. 57.2 .0.0 ma ISM mo a00 4e2 600 m0 wp mA 600 4J0 1 600 600 41e ..D m0 ]a4 Sea .00 11/9 ]o-I/e ]9-1/e 42-1/a w-1/e 120 eo0 ..0 - - $ep 60.0 °O,o 64° 60.0 000 w.. ...0 .... 4.1 ao.0 IMO N.1 MD. ..0 40, e0.0 60.0 Ja,p M4 MO Je.a ssA 0 ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 I(SI CONCRETE g1l_ 9 ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE & WIFALOCK ENDS SEE CHART FOR QUANTITIES EDGE 3 5/8' GIST. ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MUWONS W000 BUCKS AN METAL STRUCTURES NOT BY CGI WINDOWS INSTALLAUON CONDITIONS SHOWN APPLY TO MUST SUSWN LOADS IMPOSED BY GLTZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS W TYPICAL ANCHORS SEE F1BV. MR SPAGWG TRANSFER THEIR TO THE BUILDING STRUCTURE. STD. FRAME HEAD PND SILL -AT READ- - - - - -AT JAMBS- . - . - - . - TYPE'A'- 1/4' K 3-1/4' UORACON BY'ELCO' (FIT-1TZ KSI, Fy-I55 MOTYPE 'A'- 1/C nle uITReGON M'ELCO' (fu-I>J N51, Fy.t55 NSI) THRU 1BY BUCKS INTO CONCRETE INTO 2-W W000 BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INFO CONCRETE THRU 1BY BUCKS IWO GONG. OR MASONRY 1/2' MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INFO GONG. OR MASONRY TYPE 'B'- 1/4' K 3-1/4' I IRe ON BY 'EI O' (Fu-IA KSI, Fy-I55 KSI) .. TYPE 'B'- 1/4' Du, ULTRACON BY 'UC0(Fu-ITT MI. Fy-155 KSI) DIRECTLY INTO CONCRETE DIRECTLY INFO GONG. OR MASONRY I 2' MIN. EMBED 1-1/4' MIN. EMBED IWO GONG. OR MASONRY TYPE 'C'- 1/4' DIA SELF DRILLING SCREWS (CRATE 5 MG) I TYPE 'C'- 1 /4' DI SPA F DRILLING (CRNE 5 MI IWO MIAMI-W10E COUNTY APPROVED MUWONS INFO MIAMI-DADE COUNTY APPROVED MULLIONS OR I OR I INFO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATON BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) ALUMINUM: 1/8' THK. MIN. (6063-75 MIN.) STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) 11' STEEL 1/8' THK. MIN. (Fy - 36 MI MIN.) 1 - (STUD. IN CONVICT WIN " IND. i0 BE PI.AM OR PNMED) - J L - (Sna IN WNIMIT WON ""NUM TO EE RM ATED OR PNEO) - J - ' -AT SILL - - - - - ANCHOR EDGE M.4ANCFS TYPE 'B2' S/4' DTA ULIRACON BYBV�L-9L �LIT9-' (F.-In KSI, Fy-I55 KSO INTO CONCRETE OR MASONRY - 2-1/2' MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1' MIN. - 1_3/4' MIN. EMBED INTO CONCRETE- - - - I WOO METAL ND STRUCTURE - SO 0.5MIN--pIMIIMtoGtcWNbw - _I WOOD AT HFPD OR JAM85 SD - 0.55 11W.IS�[Nlh the Fy CONCRETE AT HEAD, SILL OR d BS Fc - 3000 PSI MIN. A i,IS NO NOTE: C-90 HOLLOW/FILLID BLOCK AT JAMBS fm - 2m0 PSI MIN. TE.p..6pEl17,17j ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION SILL RISERSSEE SHEETS A WITH CLASS CHARTS ON SHEET 13 AND SHEET 13 MR CAPACITY FOR OPDONAL SILL DETALS Oha B6P LOWER APPUCABIE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO APPUCABLE ANCHOR TYPE 8 p� SO ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 K51 CONCRETE 3 4s DIRECTLY INFO 3 MI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. p5�q T�SL� ggs 8N,{��aI Tp�ssLL�� m NSE4 - 3N I�'I ICI LIMIT FM.(+) LOADS TO 60.0 PSF FOR DOORS W/0 RONMRCWG ALL SIZES UNIT w.(+) LOADS TO OO.O PSF FOR DOORS W/ MI UPTO 96 IN. HT. UNIT ENT.(+) LOADS TO 60.0 MF FOR DOORS W/ REINF. ABODE 96 IN. IN. UPTO 120 IN. HIGH. ' 3 5/e PO ED & HARDENED TYPICAL ANCHORS I NEDND /NON -SHRINKAGE IN CLUSTERS 1: HIGH SNENICN M UT AT MG. STLLE)`�" y Vc - SW0 PSI MIN. & INTERLOCK ENDS NOT BY C.G.I. SEE CHART MUST TRANSFER SHEAR FOR QUANTITIES LOADS TO STRUCTURE /i0592 = 10201u - o OF drawing no. 3 N51 CONCRETE w U " u ANCHOR TYPE A INTO 2BY WOOD BUCKS nR wnnn smurvn lRF WOOD BUCKS NW SNEET 1 OEMN WAD CAPACITY - ESP (ANCHORS) vAtai w'lom6'M.(+) xEAO eNCxOEs (MEA B uC) S. ANcxORs T. ez) BWS'IER SIO[NIIFNIIXMIMm gaJ}Ei AI SWL/NIpOD:l. E1m5 e e 4 fi 9 CO, 24-1/e Jo-1/e z-1/G ae-I/9 e4-t/9 Bx- eo.o eo.o >ya 60.0 - enJ e0.o - ae.9 e0.o - eJ.a po.o ez.e e0.o - se.y e0.0 e0.0 24-1/e- ]o-I/ee0.o Je-1/e {z-t/e afi-I/e s{-1/e - - ]Le 80.0 - eJ.e 90.0 - N.3 e0.o eaJ B0.0 - 5., 90.0 .0.0 e9.r B0.0 B0.0 By.] 80.0 W.o u JO-1/e JB-+/e {z-1/B a!-I/9 y4-+/e AO ]y.e 1 ao.0 - 1" .0.0 50.0 - 81.0 a0.o - pB.J e0.0 Bo.O y6.] 60.0 60.o svJ 80.0 SY.e Jv.x eo.0 M.1 ml e0.0 z4-1/6 JO-1/B Je-1/e 4x-1/e 4e-I/e BB e0.o- eJ.v eo.0 - eo.e eO.o - e]A 80.0 00.0 yA0 Bq0 80.0 pl.v w.v aD.R aa.a >ee 60.0 BB.e B0.0 x-1/e e6-1/6 4z-I/9 ra-I/B y4-I/6 IOz - Oo.o eo.a sea 60.0 e0.o ao.o 6 eZ, BO.o E.D E... 60.a n0.o k 4>.v BO.O 600 a5.4 000 80.0 rr.J 60.0 ao.0 4a.0 ao.o 60.0 L'. x4-1/e Jo-1/6 a9-1/6 rz-t/a 48-1/a pJ-1/B 100 eo.o - - 50.0 - 3 Ss.J eo.0 W.0 32.5 W.0 ao.o N., eo.. ...0 46.e e0.o e0.0 4Ay B0.0 EGA 42.2 .0.o BO.o 41A 60.0 00.0 39.4 y0.1 60.0 z4-1/S ]6-t/9 43-I/e aB 1/B1 114 eo.o Ooa 'E Bo.o - S]x eYO 0.0 51 g 1 OO.o 1 600 4ex Oa.0 eo.o 41v 1 600 60.0 4JB ao0 B0.o 41.3 1 80.0 1 600 1 ]Oa 1 pv.l Boo m 24-1/B ]o-1/B JB 1/0 42-1/6 48-1/B 1x0 OeB 00.0 e00 64.0 60o .0 s 408 600 B00 46J e0,0 600 NI B00 600 400 80.0 .00 ]8.6 SB.1 60.0 ]B.o BSA 80.0 LWDS TO 80.0 PST LOADS TO 60.0 PST s TYPICAL ANCH IN GLUM WOOD BUCKS AT BIG. S NOTE SHEET 1 k INTERLOCK E SEE CH FOR ODANfI �--I ql�_ fi k INTERLOCK SEE FOR OUR EDGE 3 DIU. �s STRUCTURES I� 'EC BELOW ANCHOR TYPE A THR THRU 18Y W00a BUCKS C ` - 99 ANCHOR TYPE B 3N DIRECTLY INTO 3 KSI CONCRETE '"- g WOHMETAL m' 9- 3 KBI CONCRETE 3m STRUCTURES OR APPROVED MULLIONS 9u WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION COMMONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GV LNG SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TYPICAL ANCHORS- SEE ELEV. MR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL -AT IIEAD- - - --IF-ME TYPE'R- 1/d' X 3-1 /4' In TReCON BY'E ' (FU.ITT M. FY.155 OR) - -AT JAMBS- -II 1YPE'A'- 1/4' DIA U-L eCON QY'ELCO• 6u•177 I@, FrIES RE) THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I-1/4' MIN. EMBED INTO CONCRETE II - 1-1/2" MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' Y 3-1/4- ULTRACQU R O' (Fu-TR Mt. FpISS KSD TYPE 'B'- I/4' OW 111Re ON B1' 'ElCO' (F-ID KSI, Fp155 KSI) DIRECTLY INTO CONCRETE I DIRECTLY INTO CONC. OR MASONRY 2' MIN. EMBED 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY TYPE 'Cl- 1/4' Dle_ c@ F DRRI ING SCREWS (GRADE 5 CRS) _ I TYPE 'C'- 1 /4" OIA SE F DRILLING SCR (GRADE 5 CRS) INTO MIAMI-WOE COUNTY APPROVED MULLIONS INTO MIAMI-DARE COUNTY APPROVED MUWONS OR OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WON µVM1UNUN TO BE PIBq RANGED) L - STEEL: CON THK. MIN. = I KBI MIN.) - - - - STEEL �� STEEL 1/8" THK. MIN. (FY a 36 (SI MIN.) ' W CpMACT WITH ILUNINUM TO BE PIAM OR PAMm) -AT SILL TYPE 'B2'- -1/4' I4 DTRe ON RY 'mCO- -1 ANCHOR COD DISTANCES � (,-in .4 F>.1&5 ESV INTO CONCRETE OR MASONRY - 2-1/2' MIN. DIRECTLY INTO CONCRETE IKID WOOD STRUCTURE = P MIN. INTO METAL 1-3/4' MIN. EMBED INTO CONCRETE L STRUCTURE - 3 V' MIN. / - - - - - - WOOD AT NAM OR JAMBS SE MIN. NOTE: CONCRETE HEAD, SILL OR JAMBSSFF a 3000 PSI MIN. ANCHOR CAPACITIES MSTEO ON THIS C-SO HOLL0W/FlLLm BLOCK AT JAMBS Ym - 2000 PSI MIN. SHEET TO BE USED IN CONJUNCTION SILL RISERS FMOUCFRVvmw WITH GLASS CHARTS ON SHEET 13 LOWER BLE VALUESAND CONTROL. SEE SHEETS 14. 15, 17 h 18 FOR OPTIDNAL SILL DETAL UU 101>Mea ftWW SHEET 13 FOR CAPACITY Hula'mG Cady 3 TRACKK SYSTEM SHOWN PL50 APPLICABLE AN TYPE B TO 2 AND 4 TRACK FRAMES, v� O q ANCHOR TYPE B Anvpmpn H6Al-ITI�+ R.PI 04-Data a k" 1" A DIRECTLY INTO 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DEWIS. 3 IUD: DIRECTLY INTO 3 KSI CONCRETE H- w g- MI-m n- ll SIZES 6 IN. M. 961N. M. 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REIIARE9 E1 CGI-15J EPAME SILL 2 TRACK 600-U CGI EXIRUOER E2 03I-151 ERANE AMB 2 IRACK BD03-TO CGI EMUDER © CGI-185 FRAME HUD 2 IRACK 600-T8 CGI EXTRUDER E4 CO-153 EXIERpR WIEDDIX W63-76 CGI EJ(IRIDEA ES CGI-154 INTENDS INTERLOCK 6053-T6 co! EXRUDER E6 CGI-155 WIN STILL 600-78 CGI EXTRUDER - E) CCI-156 TOP 4 BOTTOM NEW W6J-T6 CM EXTRUOER EB 00-157 SILL RISER 600-76 MI EXIWIDER - 0.1 CGI-181 &T. Su RSER(OPIIONAL) 6063-T6 CGI EXMwER E9 C3I-15S INTERIOR 1RACK A51R4LAl 6083-TO CGI EXTRUDER Ef0-159 INTERLOCK REWNRCMG (LFNGM iMVE ME - B� 606J-16 CGI EXTRUDER E11 CGI-1B2 RAME SILL 3 TRACK NO-16 CGI EXTRUom - E12 CGI-161 FRAME d B 3 TRACK W63-TB CGI E%IRUOER EIS CGI-185 RUNE HIM 3 TRACK 6083-76 CGI EXTRUDER - E14 CM-10 OUTER TRACK /SRtV.1L 6063-T6 OCI DORUDER - E15 CGI-170 POCKET HOOK 6083-T6 COI EXTRwo - EIB CGI-121 7/16� CUSS GLAZING DUD BOB3-T5 CCI DORMER E17 CGI-123 I' GIASS GIALNG BUD NW-M-- CGI FMNUDER US CCI-iS OnTRIOR LYIEAILCK (OMNQ.) WiLI-15 CGI DORWER E19 CGI-154A INTERIOR M UtU)CK (OPwNN.) 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Nil W23201NG PILE R11H CENTER RN pYDL ULTR M ON EGMN. - U12 - BOTTOM RWL SIFTENER. 1' LONG. 2 AT EADH END ALUTAINUM CGI EXRUDER 4 PER BOTTOM ML M13 0-51-PRS-150-USS ROLLER ASSEMBLY AT PANELS WIIHGIR CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER P.NELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 I SGD-500 DWL MC ITSE LOCK SIM SUWVML fill H O TO SW-503 M14A P501-0036-117 DUAL MORTISE LOCK ST/BT INTERLOCKS ATTACHED TO M16A U15 SCO-SW KEEPER INC SUL M INV. W/ 2 J1OX3/4 PH Ulu SGO-507N KEEPER INC I INTRLOCKS INST. W/ 2 116X3/4• PN MID SIM-503 RECESSEO ADAPTOR INC StALMM MST. W/ 2 JIOM/4' M MIM PW1-0036-117 RECIMSE0 NMPTOR ZINC INTERLOCKS (NET. W/ 2 11OX3/4• M M17 SGO-5500 WWOU SR INC SULL MANIENIMXB MIS SU23WWM HANDLE SET OPWNN. LNC SLLWIN MID SCS2003 SMRUF SEAVNT SNCONE CE M20 CG(-177 PANEL TOP h BOTTOM DUST PILE WWL/PVC SULL M OR EGUN. 4 PER PANEL M21 WS-202 HEAD AND SILL SUN, PBE PAD WOOL ULTRAPAB OR MUN. 1 PER INTERLOCK/ASRHAWL M22 MS-201 SEL INTEROCK RIE PAC WOOL UL M m OR EWN. M23 HD-12-1W42 .35W REACH PoCKET SIM - AMESBURY S2 - 010 X 1, 1/4' LG. PHL PH, SUS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART JSGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART 8SM5500) @ (PART 8SM2300WH) ZINC KEEPER (PART RSGO-507) (PART QSGD-507N) DOUBLE LOCKS • REDD. AT 90 AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40' AND 78' FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART ®HD-3310141) SECURED WITH (2) 10-24 X 1/2' FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' ON MS STEEL KEEPER (PART BHD-3310143) SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING. SCREWS KDODUCfpEVIIIIIIIIII, _�MW[4W W IIdEF Aa4Dn ft lo-ph"d'o Nil 17-121 . yO S 64 �' IIy4 Piaaov(:aIR/ MAR 0 5 2010 fJ y l G0N 0N CL M O N u 8 92 cr 06°0 Ia atg 'C2222 Ia6 3:,-. It6RE U' C Growing no. W10-31 4.J35 . 5921 I.J40 , 1 U �I 1� y I.Jao �I L .OJ0.6]5 .tzo .860 .84] L o_ I.]50 .04] 1 y50C .995 O50 .9i5 .995 .050 .975 0 J.]55F0 ��iii Lte4 111--- 1.184 4.250FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) t0]0 O 0CLIZING BEAD GIA2ING BEAD 0 UJI. CIASS INSUL WA. 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PANEL CLIP 1.490 1.415 a a O FRAME SILL (2 TRACK) ® FRAME SILL (3 TRACK) 3.000 O 20 n 3.750 3.750 2.005 2.005 2755 EXTERIOR INTERLOCK (OPTIONAL) g C .155 AJU 1.]66 8 n .125 E6 MN STILE .695 3.750 ® MAIN STILE (OPTIONAL) 12 r 3.000 2.]55 G .D]0 1 I 1.8]0 .995 .2fi5 .125 ].000 .095 .095 V 1.5ID 3.572 SILL RISER (OPTIONAL) 1.8]0 L800 1.8]0 .0]0 1.]]0 .OfiO 1.415 1.610 1.]JO LUS i M .060 3 2i 2.005 1.255 2005 ,0J0 .070 2..5 1.005 Es INTERIOR INTERLOCK .582 1.625 0 N U o^ M �- 1.255 INTERIOR INTERLOCK (OPTIONAL) 0 E14 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE f.186 ® 2.120 ® 2.005 .995 1 INTERIOR TRACK ASTRAGAL .573 .afi0 FOCKEf HOOK (OPTIONAL) 1s01 1.OJ1 .625 .]41 `o 2.591 N j 1 .156 ].341 8 J.)50 1.920 3.000 .155 2.670 E4 EXTERIOR INTERLOCK .070 625 �- n m ^ = = S mSS ® {�-.fi25 B 0 a1-1-1 1 L 10 SILL COVER(OPTIONAL) E8.1 SILL RISER (OPTIONAL) 1.625y r DDCPREY� \\\11111I 1j m :- r.125 1.600 --PV" ttftr d 9 peace w 2.005 W I56 nioel C�4ye1 RINK 0 5 MIR 1 dmwin9 no. � T23 ••�aD Dy: 2� 5...... � � W0-31 INTERLOCK RONFORCING OUTER TRACK ASTRAGAL (OPTIONAL)sAe0t 25 o/28 9u, a5-zo-m vffi: 3x . 1• u 0 A Z a s m i HIO- P escn ion O SDUFS 5�'IS' /lU )Y GLASS!!! 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