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MC-15-2923Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pei mit Permit No. MC-11-15-2923 Permit Type: Mechanical- Residential Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date:11/30/3015 Expiration: 05/28/2016 Parcel Number Applicant 1050 NE 107 Street Miami Shores, FL 33161-7374 1122320280520 Block: Lot: GABRIEL MARTIN KUSKUNOV Owner Information Address 1050 NE 107 Street MIAMI SHORES FL 33161-7374 1050 NE 107 Street MIAMI SHORES FL 33161-7374 Contractor(s) AVEN AIR CONDITIONING Phone Cell Phone (305)332-0139 (305)332-0139 Phone Cell Valuation: Total Sq Feet: $ 13,600.00 00 Tons: Additional Info: Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 CANCELLED Date Approved: : In Review Type of Work: NEW DUCT WORK NEW L.D SUPPLI Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $8.40 $7.14 $7.14 $2.80 $476.00 $9.00 $11.20 $521.68 Pay Date Invoice # 11/30/2015 Pay Type MC-11-15-57816 Check #: 337 t I t r Amt Paid Amt Due $ 521.68 $ 0.00 Available Inspections: Inspection Type: Final Rough Duct Review Mechanical Underground In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th- all t + oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futherm. e, I J" orize the above -named contractor to do the work stated. Authorized Sid . ure: 0 ner / Applicant / Contractor November 30, 2015 Date Building Department Copy November 30, 2015 1 1. MIAMW ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESULT( BOARD AND COIF. AD1fiN[ST1t.ATI()N DIZ'iS10]V NOTICE OF ACCEP'Z'ANCl?, (NOA) CC.I WitirinFr•:s & Doors, Inc. 10100 N. W. 25'' Street Miami, El. 33172 SCOPE,: This N()A. 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 when: allowed by the Authority Waving Jurisliction (AI-IJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade Cninty Product Control Section (In Miami Dade County) and/or the Atli (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 perfonii in the accepted manner, the manufacturer will iii.cur the expense of such testing and the AEU may immediately revoie, modify, or Suspend the use of such product or material within their jurisdiction. R}R reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materialfails 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 Velocity -Hurricane Zone. DESCRIPTION: SeTtes `116fl_Se rtiuel" Almiiintim OiTt in glazed Doors..w/wo_Si(Iclit'es = 1 APPROVAL DOCUMENT: Drawing No.W13-01. Rev A, titled "Series 160 Sentinel Outswing Doors", sheets l thru 11 of 11, inclusive sheet 9.1, prepared by AI-Farooq Corporation., dated 01-03-13 and last revised on JU_, 31, 2013, Signed and scaled by Javad Ahivad, P.I ,, bearing the Miami -Dade County :Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Desig i Pressure ratings single and double doors in sheet 1, single sidelite in lient•,1 and diVf•r!rullion • • • •.• sheet 4. For mulled unit lower design of door or sideiite or mullion shall apply to Eire entire asslt-b1:'. '• 2. See glazing option in sheet 5 and locking hardware in sheet 9. •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lob..: i ;', stat k atfd.series a2i�i' • • •• • following statement. "Miami -Dade County Product Control Approved", noted Herein. •••• • •• • RENEWAL of this NOA shall be considered after a renewal application has been filed iv /byre Io elta: e 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 arevtsin or ctvil,r.in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an e ido‘3went bf any prodti .fps; . .... sales, advertising or any other purposes shall automatically terminate this NOA. Failure to.comp.ly wetly aut�•sectioa. i 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 he 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 consists of this page 1 and evidence pages I l SS.. E-2, as well as approval (locurnent mentioned above. The submitted documentation was reviewed by Ishaq i, Chanda, P,E. VI IV r MIA TI-DADE COUNTY i'lonuCr CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T 786) 315-2590 I` (786) 3 1 5-2599 wvom.mittntidarte,go 1, conomY t4tAMl•DADE COUNT ! •••• • • •i NOA No, 1 3-0226,06 Expiration Date: August 08, 2018 Approval Date: August 08, 2(113 Page 1 CGI Windows & Door:s, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'IE A. -DRAWINGS 1. 1vIanufacturer''s die draw.irigs and sections 2, Drawing No.W 13-01 Rev A, titled "Series 160 Sentinel °inswing Doors", sheets 1 thru or 11 of 1 1., inclusive sheet 9.1, prepared by Ai- aroorl CorT)oration., tied 0J -0?-13 ;girl last revised on .1t11.., 31, 2013, signed and scaled by Javad Ahmad, F.E. 13. I`ESTS l: Test reports on: 1) Air Infiltration Teat, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per PBC TAS 202-94 3) Water Resistance Test, per FBC, 'TAS 202-94(+50.0 PSF, sill 5-I only) 4) Large Missile Impact Test per FI3C, 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218,01-12 dated 02/11/2013, signed and sealed by Henry Hate n, P.E. C. CALCULATIONS 1: Anchor verification calculations and structural analysis, complying with PBC--2010 prepared by Al. Farooq Corporation, dated 02111 /13 and last revised on Jun 04, 2013, signed and seared by Javad Ahmad, P.L. 3. Glazing,,, complies w/ AS l'l0}-1,300-02 & -01, O, QUALITY ASSURANCE 1, 1\4fiami Dade:Department of Perinittinz, Environment, and Regu Affairs (PERA). .... E. MATERIAL CERTIFICATIONS •• ' • • • •'• 1. Notice of Acceptance No. 11-0624.0.2 issued to E,1. DuPont DeNtenot'rs & t''.tr..I c. for •• ..•• their 'DuPont Sentry glass ® Interlayer'', expiring on 01!14/1.�• ..•.. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Cheiuic2;s14)mpar; iNTA) t 7rt,”••; Solutia Inc, for "Saflex clear & color glass interlayer", expiring i•x.4 /21/1 f:. •..• 3. Notice of Acceptance No. 12-1231.08 issued to Eastman ChemiC'Zf`zripatLl' .MPc fortrA••. Solutia Inc. ter "Satlex CP-Saflex & Satlex HP- composite inteTiay r w/ P ref,,Tise", • . . expiring on 12(1.1/18, • • . . • STATEMENTS • • • • • • • • • 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/ 1.1/13, signed and scaled by Javad Ahmad, P.E. 2, 1,ab compliance and addendum letters, as part of the above referenced test reports. 1. Test proposal 12-0553, dated 04/2,5/12 approved by RER. E - 1 shag I. Chandra, P.E. Product Control Exainiiner NQA No 13-0226.06 ts'xpiratiou Date; August OS, 201.1i Approval Date: August 03, 2013 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARI) AND CODE ADMFNISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Civil %Vhidotc-s & DOS, Me. 10100 N. W. 2511i Street Alistiui, F1.33172 SC-OPE: M1Alr[-DADS COUNTY PRODUCT CONTROL SECTION 1 I80r5 SW 26 Street, Room 208 Florida 33175-2,174 T (786) 315-2590 1 (786) 315-2599 ANVIV mirmida(te.pov rcnnoniy 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 :R E.R -Product Control Section to be used in Mianai Dade County and other areas where allowed by the Authority 'laving Jurisdiction (AIIJ). 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 A.HJ (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 tails to perform in the accepted manner, the manufacturer will incur the expense oF such testing and the AEU may inunediately 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 See:tion that this product or material fails to street 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 Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Oufswing glazed Doors w/wo Sidelites - LAU APPROVAL DOCUMENT: Drawing No.W13-01. Rev A, titled "Series 160 Sentinel Outswing boors'', sheets 1 thin 11 of 11, inclusive sheet 9.1, prepared by AI-Farooq Corporation., dated 01-03-13 and last revised on JUT.,'31, 2013, Signed and sealed by Javad Alunad, YJ_., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. i'11SSIL,I IMPACT RATING: Large and Small Missile Tnipact •••• Limitations: •• 1. See Design Pressure ratings single and double doors in sheet 1, single sidelite in 41ee.%and dcfoi ir3urllion to • sheet 4. For ntuliecl unit lower design of door or sidelite or mullion shall apply to 41-.1i 1 ..re assemNL' • 2. See glazing option in sheet 5 and locking hardware in sheet 9. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or log , tt3; stateM,-.1 d ies att.] following statement: "Miami -Dade County Product Control Approved", noted herein. '•' ' • RENEWAL of this NOA shall be considered after a renewal application has been tiled apil'tji;re has fieer44.) ciaaa ••• in the applicable building code negatively affecting the performance of this product. •' • • • • TERMINATION of this NOA. will occur after the expiation date of if there has been a it vision or ct i,i a the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ene-lor eupent oT anv roducyft '• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply writI,Nry lection of this NOA shall be cause for termination and .removal of NOA. ADVERTISEMENT: 'Me NOA number preceded by the words Miatni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, Many portion of the NOA is displayed, then it shall he done itt 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 thejob site at the request of the tuilding Oftieial, This NOA consists of this page 1 and evidence pages E-1 & F-2, as well as approval document mentioned above. The submitted documentation was reviewed by Tshaq i, Chanda, P.E. MtAMi tvia Coins NOA No. 13-0226.06 Expiration Date: August 08, 2018 Approval Date: August 08, 2013 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. M.anufaclurer's die drawings and sections 2. Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Ai-Farooc1 Corporation., elated 01-03-13 n»d last revised on .Iin, 31, 2013, signed and scaled by Iay.ad Ahmad, N.E. I3. "TEST'S 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per PI3C 'fA.S 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 .PSI , sill S-I only) 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 tnanufacturer'S parts and section drawing marked -up drawings of ahnnin.um out \v/ sidelites, by American test Lab of South -Florida, inc., "Pest Report No. Art LSF-1'218.O.1-1'2 dated 02/11/2013, signed and sealed by Henry Hatexn, P.E. C. CALCULATIONS l . Anchor verification calculations and structural. analysis, complying xvrith. FBC-201.0, prepared by Al l-aroocl Corporatin, dated 02/11/13 and last revised on Jun 04, 2013, signed and sealed by 3av<ad Ahrnad, P.E. 3. Glazing complies w/.AS' [ M.E-1.300-02. & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Reguialory Affairs (PERA). •••• ' • E. MATERIAL CERTII+ICA rIONS ••MATERIAL 1. Notice of Acceptance Na. 11-0624.02 issued to G.I. .DuPont I)eNel iou?s & C'P,',.•i,�•. for '. their "DuPont :Sentry Glass rv, Interlayer", expiring on 01!14/1 2.: . . 2. Notice of Aceeptauce No, 12-1231.10 issued to Eastman Clientica:J mpan';.Mf) fornw '••: Solutia Inc, for ' Saflex clear ck, color glass interlayer", expiring 011,t02111(,; • 3 Notice of Acceptance No. 12-1231.08 issued to Eastman chemic.*t1r'ti man', v : foram �•• Solutia Inc. fur "Satlex CP-Satlex & Satiex HP cotnposite inteil yi•::•v/ PE l c�3t•e' , .' • expiring on 12(11118, . . F. STATEMENTS • • • • • • • • 1. Statement letter of conl'orrriance to FBC. 2010 and letter of no financial intere't' pitpared by Al Faroocl Corporation, dated 02/11/13, signed and sealed by :lavad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER. 1. Test proposal ## 12-0553, dated 04/25/12 approved by RER. !shag 1. •ltanda, P.E. Pro(lttct Control Examiner NOA No 13-0226.06 Expiration Date; Angus( 08, 2018 Approv Date: August 08, 2J'iJ • • • •••• • • • • • • ••• • •• • • •• • • • • • '• • •• •••••, • • • • • •• • '•••• • • • • • • • •• •• • • • •• •• • • • • • • • • • • i • • • • • • • ••• • • •• • • • HEAD/SILL CORNERS C ;to tnA 37-1/4" DOOR FRAME WIDTH I i / 3" 2 ANCHORS TYPE 'A', '8' OR 'C' / AT STILE ENDS „I \ <67 LI 23 1/20" \ 0 D.L. OPG. \ 2 ANCHORS TYPE AT STILE ENDS TYPICAL ELEVATION ( ) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS, LAM. or INSUL-LAM, —1 FRAME LEAF FR.4.1E; _ . EX WIDTH tATIOTH 57-1/4" 35" 96" 80 80 6" MAX, HEAD/SILL CORNERS trr, a_ 0 L DOOR OPTIONS .r 72" DOOR FRAME WiDTH .-- SEE CHART FOR QUANTITY 3" 6" -: -.- ( A ) \---r'i - 1 : / i i f (E. LOCK OPTIoNs SEE SHEET 9 ACT NE 23 1/2° D. t.. OPG. 23 1/2" \ D.L. OPG- 4 ANCHORS \ SURFACE APPLIED ,-- TYPE '8' FALSE 1,11.INTINS AT STILE ENDS MAY BE USED TY F-1C/._ ELEVATION ( XX ) DOORS LOAD CAPACITY -- PSF DOUBLE (X. DOOR 03,4s. FRAME 1 LEAF FFRAME WiDTH WIDTH I HETGHT 72" "! 35° ." .0 INSUL-L. EXT.(+ ) iNT.(-) 80 80 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED., NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04- (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT 0CA05- DEC:- 2 1 9 L_ NOTE. FLUSH BOLTS AND LOCKS MUST 8E ENGAC,ED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. HEAD ANCHORS AT STILE ENDS QUANTITY CHA.RT ANCHOR TYPE Si 'A' . , „ 1 ' 4 4 6 6 - 3/8" 1/2" 6 6 Approver] lits itotaptylviir.10 Its IFIoridto. thIdlog Code, NOA Min Rif fit4C rim) txt SERIES 160 SENTINEL AINMINUM 01.VI`SW ING DOOR 1V/. Mf 0 • • • r t.i.‘`.1o2 ,11k,? • • t no • APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ••••r 0 .1.0 A.• WITH OR WITHOUT SIDELIT ES. 1 8 d to • • k. o• • 1 • • SIDE LITE; CAN BE ON ONE OR BOTH SIDES OF DOOR. • SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD DAPACITIal.4 SEE SHEET 3 OCR SINGLE STATIONARY PANEL LOAD OARACIDEs, SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. THE LOWEST' VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM, 0:•1 • I • • c:-• Ir.1K • • flu e7.4. 4/1 ) • • • I • • • • • • n •fl 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE. • - L• • REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ;?. • HURRICANE". ZONE (FIVHZ). 1 BY OR 26Y W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO co; a'w 10- TRANSFER LOADS TO THE STRUCTURE. c ANCHORS SHALL EiE. AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT. TO FASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WODD ONLY. MATERIALS INCLUDING BUT NOT LIMITE0 TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Or CURRENT FLORIDA BLOC. CODE SECTiON 2003.8.4, DOOR Q,L.O. D.L.O. HEIGHT = FRAME HEIGHT - 12.875' 000. WIDTH (X DOORS) - FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 25)/2 DODRS/SIDELITES ARE RATED FOR 04800 AND SMALL MISSILE IMPACT. [ SHUTTERS ARE NOT REWIRED. • Ergr. JAVAD ftNAAO 0)140 PE 70.5112. Si536 L 3 13 drowing no. W13-01 irshect 1 of 11) n, 0 MAX. HEAC/S1L CORNERS tn (,) 37— i/4" DODR FRAME WINN (A) ... ACT WE ‘3, 3 3: 2 1/2" OPG. 2 ANCHORS ,—TYPE `A°, '8' OF 'C' AT STILE ENDS --t D 2 ANCHORS 1---TYPE 8' Al STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X. ) 6" MAX. HEAD/SILT. CORNERS 1 ( 1 -.1 I . ! : 72" DOOR FRAME WII5TH 11 LOCK OPTIONS_ SEE SHEET 9 ACME 23 I,i2" 0,L, OPG, --- SEE CHART FOR OLIANTV HEAD ANCHORS AT STILE ENDS QIJANTITY CHART ANCHOR TYPE , , --I € I 6 6___ (-4 FOR SPACING THAT EXCEEDS 21" / I; / V 7 1,, , „ .1, \ \ 1/2" OPS, 4prpAtE41RS 0 APPIA I—FALSE MLINPAS AT STILE ENDS MAY SE USED TYPICAL ELEVATION FOR 3 HIKE DOOR ( XX ) NOTE: SEE. SHEET 1 FOR DOOR CAPACITIES L._ADD AN ADOrnoNAL ANoHOR / BETWEEN iiINQES ON DOORS OVER 8.6" H!GH. Approved t,vvgiiAyiAg with tLIG, Fla ihddThp, Code rig0 MtJ* Z- a • • • • • En gr: jAVAD CIVIL FLA. PE 0 70592 CAN. 3538 7013 ' CD crr v) III • • 4. • • ilE Ce OA R • •71 • LI )00 0,i) 4 i • • • / ,,,,,.,. / 0 • 174, • a• , 5: i. — - • • il •• -`, , • 'it, • ,---,• 00, I -• • • ire II ,._'-'•_...7- to • to ' — L-s ..... .---'1 • alci-.1 0 i-_,..! ..., : •. _4,2±,L0 • • :"It • • • 1• • .61------TE-'-'-', • • , • •• • • i • ! '7 1 vl = 2 I 0 1 37 1/8' SiDELITE WIDTH 6" WtX. 1. HEAD/SELL !h CORNERS i t^r DESIGN LU,aD CAPACITY - PSk IDE" F- —ATIONARY PANPI. 0) I SIDELi1E FRAME. WIDTH ET ' E NC)IE BELOW) INCHES EXT.(+) iNT.(-1 24 80.0 8' 30 800 80.0 33 — C84n ` 60.0. 800 36 80.0 80,0 39 73.8 —738" 42 65.6 68.6 24 __� - ot3.:1 80.0 30 80.0 80.0 33 90 80.0 80.0 35 80.0 80,0 37-1/5 77.6 77.6 39 73.8 73.8 24 80,0 80.0 30 80.0 80.0 33 35 80.0 80.0 35 80.0 80.0 37-1/8 77.5 _ 77 C ._,.._ TYPICAL ELEVATION ( 0 ) a.. x w 5' MAX. HEAD/SILL CORNERS 36 SIDELITE WIDTH (0' 1 1/8" . 0PG. _SIDELITE OPTIONS 144" MAX. 72' FRAME. WIDTH LOCK OPT SEE ,.;kE ACTIVE 23 1/2" D.L. OPG, 36" 4 ANCHORS \:/ TYPE `B' TYPICAL ELEVATION AT STILE AND { OxXO ) MULLION ENDS SIDELITE D.L. OPG. �z SEE CHART FOR QUANTITY HEAD ANCHORS AT STILE & MULLION ENDS QUANTITY C11A1tT ANCHOR TYPE SNIM 'A' '8 ,C. 1/4" - 4 4 ! 4 3/8 Ei 6 ( 6 1/2".-....8 6 J - FASTENERS SAME LOCATION S AS ANCHORS SHOWN ON SHEETS 1 & 2 SURFACE APPLIED FALSE MUNTINS MAY 80 USED D.L.O. DIMS D.L..O. HEIGHT - FRAME HEIGHT - 12.875' D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH -. 4.875 SIDELITE TO DOOR ONLY yr: 3AS+A S �HEAAO Lk PE s 70592 C.A.N. 353E Approved vs tomp•iilg with tItt F'►Qkaidia(k ltOrting CQ, !9iFIO!lade I'Svalrci Y ! • O aC rt 0 a. O L • D O v ti • 3 as>(0 0a O ( rc 0 w3� Z N - C5Md ar •IIQtrF . •1 :(°00§Z11 i••47 • lt;cIiu7--.rn-eLj._J-: o w i • •• w 0 r • • •• v� G3 . w • • ••s 44! •Sf • • d • • • • �;� j! C tr, r M • • • rrir• •------ -� • • • 1 •I • • • • • • 0 0 4 •••• ;• of • a I isheet 3 of 1-0 • • • • DESIGN LOAD CAPACITY - PSF i SIDELITE VDT- C.:00R LEAF WIDTH SIDELITE. FRAME HEIGHT SWIM? TO DOOR MULLION (SEE NOTE BELOW) MIGE INCH E',i NCHE'S INCHES 24 80.0 80.0 30 1 , ao,o 4.• 80.0 33 35 C 8 411 4, - 8 rl,'° - 80.0_ _ J 36 80,0 ... ''''' 80.0 39 73.5 /3,5 2 68.6 68.6 24 80.0 80.0 30 `-- --- - 80 T.0 80.0 33 35 90 80-0 F 80.0 36 80.0 1 BO .0 37-1/8 77.5 /7,5 39 73.8 73.8 24 80.0 80. 30 80.0 80.0 .35 90 33 50.0 80.0 35 80,0 80,0 - 37-1/5 77.6 77.6 (J) 4 SIDELITE WIDTH FF WIDTH DOOR FRAME WIDTH SINGLE (X) 37" MAX. DOUBLE (XX) 72" MAX. SIDELITE TO DOOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 2. 3. SELECT SINGLE OR 'DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1, SELECT LOWER OF SIDELITE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME WIDTH SIDELITE WIDTH ( x0 ( oX SIDELITE , WIDTH DOOR FRAME WIDTH ODOR SIC ELITE FRAME SIDELITE '1110'TH r-r WIDTH 'WIDTH 7 \ \ \ \ - L- - li • t'-.A. \ 1, -// '..'0 ' / , L.__ )\.,.--- - i I _AI M END ANC,:jHUOICIRNS - / SEE SHEET 3 OXX ) DOOR STILE XXO END ANCHORS SEE SHEET 1 SIDELITE WIDTH DOOR FRAME SIDELITE IVIOTO WIDTH • DOOR FRAME SIDELITE titt)T;ti-t WIDTH /1 \ N -0; ';'•7; ( OXXO ) !I DOOR FRAME- - , W1DTH TEL <305) 264-8100 • • • • • • • • • • • • • • ispp ruvs-d ss ismiplying v,ith ths • • • • -• Kt rifts 11/14itng Code • ) • Naar 111 • .• • • • 1, • / Mfilag4 OAde rn4froc -01111V, • • • 1:4 • I t • 0 r - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM moo-o4 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DEC.LARATCRY STATEMENT DCA05-DEO-219 Er-r: JAVAD CIVIL FtA PE i 70592 C,A,N. 3539 o Ei A— 3/1C" ANN, GLASS 1`1 t---3/ 16 HEAT STREW() GLASS -090 SAFLEX PVC BY EASTMAN ,.. , ` -- .090 SAFLEX PVB BYtASTMAN CHEMICAL co: TEitL YERS .075 SAFLEX CP BY 'EASTMA^ uHEM CAL CO, % t--;NTERIAYERS .075 SAFLEX CP BY ASTMAr1 CHEMICAL CO.' L- .090 SENTRYGLAS 2t' 'DUPONT' \ \ - .090 SENTRYGLAS BY 'DUPONT' -3/16" ANN. GLASS `\ 3/18" HEAT STREte'0 GLASS i j SILICONE 1 OOoviW CORCORNi NING NGG 8999',;. 9 \ 1 o 11 f GE-1200 SILICONE DOW CORNING 995 rDOW CORNING 899 GE-1200 7/10" LAM. GLASS -i 7/16" LAM. GLASS ,GLAZING OPTIONS K---,3/' 1 f1" TEMPERED GLASS 7...3/8" AJR SPACE i 1 3/ 16' ANNEALED GLASS \1 1, - .090 SA.FLEX PY9 BY "EASTMAN CHEMICAL CO: \` c r .075 SAELEX CP 8Y EASTMAN CFEEMiCAt. CO.' L \ 1 .090 SENTRYGLAS BY DUPONT' \ ,,, ,11 3/16" HEAT STREN D C I.A.SS �\ \ �`I SILICONE \ } i DOVI CORNING 995 } '\ ` j J DOW CORNING B9'9 7 GE- 1200 • 1 AIR SPACE CONSISTING ON': SPACER: ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GIASS. TNSUL, LAM. GLASS FLA PE 1 •7C 92 C.kN. 353 2013 hiipte ed 94cotrpi}'!n Mi4,1013* 4 tR Cvge ;lh ttt =li • • • • j g' • cl> • r 1:• • 1} 4j 1 • •• iiC9c4. 1i to • `a:•� -- -- •r • • • • • • l • • • • • t' • • • • drawing no, W13-01 sheet 5 of 1 1) •• • • • • • • • • • • • • EDGE D/ST. A 6 CONCRETE . • • '•• L51 0 0! ! 74 6'1 (a) CONCETE • ; EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS / rev, h. 21) 12 (13 v TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 w EDGE DtST 1BY WOOD BUCK r- SEF NOTE SHEET 1 / TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 28Y WOOD aucK OR It"100.0 STRUCTURE f\ SEE NO E 1 EDGE. DIST: NJ. , I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY COI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z 0 -J TYPICAL ANCHORS: SEE ELEV, FOR SPACING TYPE *A*— 1/4" DIA. ULTRCON Y 'ELLO' (Fu-177 KSI. Fv155 KSO INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO W000 (HEAD/JAMBS) THRU lEY BUCKS IN I'D CONC, OR MASONRY 1-3/4" MIN. EMBED iNTO CONCRETE (HEAD/SLL) 'I —1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" pIA, ULTRACON BY 'ELM (F.a177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEA.D/SiLL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY JAMBS) /14_ ST/ST SMS OR SELF DRILLING SOK:Y.6 Fy.65 KSI) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM ; 1/8" THK. MIN, (6053—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE TYPE LJ U.) TYPIQAI. EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE 1" INTO METAL STRUCTURE 3/4" MIN, CONCRETE AT FIE.-A0, SILL OR JAMBS 'c 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm u, 2000 PSI ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS: ALL ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. METAL STRUCTURE ,/ EDGE DIST. -.4 471, ._Troz .01 [ DOOE DETAILS] TYPICAL ANCHORS \ SEE ELEVATIONS FOR SPACING 0 ta-t X LJ co T: tn 0 il MiAMI- • DADE COUNTY APPROVED 1, 11 CLIPPED MULLION I • I i SEE SEPARATE NOA 1 I , i t , I ' ; rd,t 5 k 11' 11 Ertgr, J.WAD 0.1.60 CML FLA. PE ti 7059.2 CAN, 3531 3 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING «1nplyirg wWI 0.0 Cod _ • • • • • I©r < Z 0 o L3 IDoi o QQ o V O et w MQ cfp '; 1/2' MAX. SHIM 2BY WOOD BUCK. O WROOD STRUCTUI SEE NOTE SHE• • • • ;7 O -tom'•', t - •• ,t16 y Jt t : r •• • i•; • ; • • F • • 1 ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING i Y11„ PCAL ANCHORS SEE ELEV. FOR SPACING METAL I STRUCTURE TYPICAL ANCHORS SEE E1.EV- OR SPACE 44 , Ft (CD ACTIVE LEAF DOOR FRAME WIDTH E X1: r: R I z I- t BY W00D BUCK SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. J FOR SPACING 3 POINT LOCK. W TH CEAO BOLT SEE SHEET 9 3 POINT LOCK WITH DEAD BOLT SEE SHEET S DOOR FRAME WIDTH TERI0R 00I2 DETAILS FLA. PE 70502 CAN. 3v38 3 •• • • • • F 0 0 lyPICAL ANCHORS (-SEE ELEVATIONS 4 DFOR 1.-;f WANG EDGE IST. LI . , .._-_. - ' . .. . . !,.. .„. /. .COREff-- ,.. i • ,,_ .. : .- r ) EOGE GIST, TyPICAL ANCHORS ‘--SEE ELEVATIONS FOR SPACING 1/2' SHE-4 • -- • CONCRETE • OR MASONRY <_11:ri • , - • ANCHORS L-SFE ELEV. FOR SPACING (J) MATING LIMB FASTENERS (15: ci?)F.Z GLORnCJAhNSiEi SPACING ON SHEETS 1 & 2 D.L. OPG• SIDELITE WIDTH L DOOR FRAME WIDTH 37' MAX. SINGLE (X) 77' MAX. DOHRLE (XX) FRAk4E via31H APPLY SEALANT BEFORE IAAT11.1G jqOTE: UMiT SI-i;M, TO METAL STRUCTURE AT JAM3S TO .3 /8" LSIDELITE DETAILS eiva. FLA. PE # 70502 C.A. 553s roved 0 complyiag ,Aith thr Bii.,)_4ing co* Corititti By (13 0;1 O I- I D P th O 2 ! a. X o O Cu' O. a • :• 21 t;-1 co Cy ci co 8 I O a. 1 3 - gl OUISWING DOOR Ty 0 r) c.r!, tr) , j • • •• • - r•4 I • (1) '-•-•c • tr) op • • • •• c`.1- tor,-1 kol • • • • ,,,,f4 1 .4 ...• al j • • ; . ..-:-... aD! e,,, •;iii_fi ,• • • 04, •-----.6"ea • • • Iiii4•8 '0.44,: ?.,.4 •! '--- - - ! •• : 44.7.47.172....- 22: - T.:- .-- . 3.) • j .:•41;..f. • • • n r • 1 4if_.? • ..., • 44 , • • ! ...• • ; • • 2 ) 0 0 i.si n Cr▪ : 11 ! 1 4:1 11 -24 drowing t W13-01 r,sheet 8 of • • EXTRUSIONS Bi MATER1A ITEM 6 PART N. DSCR{PT!r4 j )(MERIN, I COI-189 1RNAF.11EAD AND ZILL 6063-16 C61 EATRUKR ..., 2 0.11-1943 FRAME JAM 063-16 CGI EXTRUDER I ; 3 SIDELTTE ?-EP-17, MD SILL 6083-16 ELI, EXTRUDER CI-196 4 COI-197 FRtl 1.A.N;liZci S1BE.1.11E JAMB 6063-16 CGI. EXTRUDER 5 C51-148 RANK SIECLITE JA.MB 6063-16 CC 1 ExTRUKR 6 C5I-193 PA1(:i lrE;P AND DI1TTR4 RAIL 6063-16 CGI EXTRUKR . r..51-194 PA:-11 VERT1CAI. STILE _. 6053-16 CGi EXTRLIKR . .._ 9 C,,-.4-193 St. -1 1 6463-16 r CG': EX1RUBER 12 ::.:G1-151 ! FRAY , -,:Al.) An Sit', CRr_V COVER 69663-15 CGI E6TRU1ALP f CGI-192 - —4-- - FRAME ?„'EAt AND VAL 16ANTE0 SCREV COVER 13 6063-15 EG1 EXTRUKR 14 CGI -121 i/16' 5...A1,S-111.?:ZIN9 DEAD 6063-15 CGI EXTRt10R I4A EGI-123 l' 6LAS3 (0.,4-zItt; k-Ar5 ---- , 6063-15 CGI EXTP...IgR 15 6063-16 CGI EXTROKR CG1-255 SY."-j.Ak BOCK PLATE 16 EGI-155 ASTRAGAL 6063- 1 5 CGI E X TRUKR 17 CGI-569 SCRE's, OVE( 6063-15 CG1 EXTR1JEER LOCKING HARDWARE Oi'TIEN 1 PART Ng. CQ1-45112Pt E6II-1201 5455 PASS DE SCRIP I Ifli PliTERIAL kalmr. REKARXS USED EY ALL EPTICAS USED EY I.L(.. OPTIti's t UNION 2 8231 PkADEO_T (ACTIVE L.-A.F:, ,._-1fl60 ,j10 6695 (EANII.T I6CTIVE LEAF) DEXTER V Scli. ACTIVE LEVEP (A.CIIVE LEAF) 1EXER Y SC. DEXTER BY SCH. TIE.M 3 ..110 T3R645 D62410 in,04, LEVEP. cINACilVE LEI) , D.I_T (ACTIVE LEAF) _ UPPER CREEe. DLF.220 DIES% ACTIVE LEVf:P. 4.ACTIVE LEAF) LIPPER CREEK CEPiER ClanK PTI(.:01:. LUVif LF.V11? ONACTIVE LEAF) SCREWS ITER. 6 PORT ND, KSCRIPFICA 19 3 14 X :3/4 .,i1EX tiA0 TEKS - 81.1.,L151.1 ATI6:114ENT 19 6 X 112! POP 1.0115 SHS - ASTRAGAL A16i1C1V4EtIT 2 0 11.14' Psd SMS AssEmiro YARXS 1 32' NM trins -- 3 PE.R c.,aER MISCELLANEEUS OEM I CODE PART Ho DESCRIPTION HAIERIAL 14A1)K. REPAWS i 21 1418 XC-1947 FRAME GASKET FOAM ANESNIRY OR EGON ) 22 N6 32(64 .25+3 FLAY GASNET FOAM A146S81.1RY DR FOUIV 1 23 85 V33321l8) .1g/ ..,t .-320 vcr;Tfirt?ZiP.ti, PILL V/ COWER FIN VISI 1.A.TRAFAII OR EC1.11V 24 Mg V3332IM 487 X ,51.13 IIIC.,:.I PILE V'STRIPPNG Via, V/ FIN ULTRAFAB OR E01,11V 25 N9 CH-M-B HINGE (4 1/2' X 4') ALLIMI/4.114 cfit-cusiam , 1 25A 1410 _ ABK14-US32D 1-111XE (4 1/2' X 4') BRASS RAGER 25B MII ANg-t1S3 riltiGE (4 (/2' X 4') S/S MGER. c ' ,. T---- 26 8,4 CGI-382V ..___. a_AlilIG DEAD .F.IY.Z, ViRr, cGi-custc,m 3,13'-i6 ItI_L; II772A9ED RSD - 13ELU61) VIT.4 318' PEX 16.1T 27 i17 ZINC PLATED NOTE: ITEM NUMBERS__5_, I 0,4,_1 _RE__NOLUaEQ Engt; JAYA() AHKAD CIVIL FLA. P6 70592 C.A.N. 5-538 APproved us complying 'MO tht Floriito Coclt , Jhato noir '77 777777 PrNaki COMINA • O ,_ r: 6 CC o O ral CL O '6 (,) O pc W 01 0 0 • tjM re ne, 0 I 9 co of u, •:• • • • • • • • • • • • • • • • • • • • Ict As5Embly Keyed Cy:inner/De:debit-- -- As-3y. Keyed Eyende.f rece "iLJL 11 'Owe! f.Yr.s Wleel RcJ Connu_tbn Keyal C.1,!qndes- Talpiece flcit Asseinl-Ay (.50G9e. As5y. ---- - Cabot Assy. lious:nt? !I fit) 3/4 PH SMS Rushb4t Ousted,. Actioatoc TOP SECTION SHOWN (BOTTOM SIMIL AR) I Flo5boIts (inactive Pane!) Top & tiottorn Engr; ..;AVA0 CMt FLA. PE 1 70592 C.A.N. 3538 2013 GGI CUSTOM 3.-POINT LOCK Approved as wmptileig with thi Et'ad*Co7,Ae,,, it 4 • 'iv • • ft 14. t-s kg) 121 --'''‹ in 43)S—I 1'7_ •".1%...• .• .• ' .4 1 il N v")) ') ' • • • 'I • k,-•• sia tcP, • • • .• :V{ •K 2-' --i , 0 • ot ik •--- ......-• •, la • • teii•i:•41; °(:— 1:.--aYel[ : • • "ar—C9iii: •77,.. •T , 1 • ., • • •• • • . 0 • ! i • : I • • t • • • • • It• • • ; 1 • • • • :: • • 1. • F 1 1 ! twavalag no. .750 DOOR FRAME HEAD/SILL :3825 2.458 1.755 .075 1,625 3 ) SIDELITE TOP & BOTTOM FRAME 12) .062 FRAME COVER SILL COVER 4,495 -1.788 - 1.410 --- .080 5.500 (162) TOP & BOTTOM RAIL A65 ---- .075 SIDEI ITE JAMB COVER -328 -1 r- .070 .805 f; I ----- 3- ; T I 1,060 , 45 ASTRAGAL ADAPTER 1.125 .120 4,00c.,7 L .080 c;FI EAR BLOCK 5.500 1L.080 i .828 r--- 4,495 HINGE & LOCK STILE .185 1.500 .185 _ _ ti 15 (-5) SHEAR BLOCK PLATE 1.440 2.388 .125 11 • 1..225 DOOR FRAME JAMB 3.005 2,000 4.000 .675 (4) 1.465 --i 1.061 Li - , .250 1 .080 - 4.000 1,465 --J - .870 (5-) SIDELITE FRAME JAMB SIDEUTE MATING JAM_ .4) GLASS STOP (LAM. GLASS) (-4 GLASS STOP (INSUL., LAM, GLASS) Eno:: JAVAD CVIL Ftk. PE 70592 CAA, 35.38 rovtfl co plying wilt) tb1, 040111 PitlAir7" MiaPODd Pc* Control x • • • • 4,0 • 777)) get 770 g777 7.7") • • • • • • • • c • I :7 77, 1' 5 • . 4'4- ; i rer....-. : it 7 • 7 1 • ' 1 • I : • • • ------ • 0 • 7 a • 7 7 • 7 i • 7i • 7 , -;$ r drawing no, W .1 3-01 rsheet 10 of 11) • • • • • ASSEMBLY FASTENERS 70 BE INSTALLED PRIOR TO JOINING iAATiNG JAMBS ( ) HOLE CAP j 27 ) NIATi NG JAMB FASTENERS SEE SHEET 8 FOR DETAii. - -21'-'•;:-..,.--,,--' „1 „„,--------1§!---',..,:i'!•4".••,-''' i --t--4 . - • ' 00QR F_EAMii=f0P & BOTTOM CORNER LEAF 1,QP & BOTTOM CORNER ACCESS HOLE ) SIDELITE JAMB CORNER TOP & euriom (J-6) ASSEMBLY FASTENERS TO a INSTALLED 7;A PRIOR TO JOINING AATING JAMBS ( .....-4,1 „.....,' - '•••••,-• • ,.....•=' is ''',:,`„,..4' ;,,,,, -,,,.• h -....c.. I "T. 11 •,,,,,I /2,•"` !- 141 0 .a. 2 -..., DI I I, ct, o t; 4 51D_ELITE MATING JAMB CORNER TOP & BOTTOM Engr: ,JAVAD APV CIVIL t's ../ w >-• - r— S (,-‘4 (1) 1:6 41) W • Approved us etm, fil de • • • e Florida 1191ding Otsentrot Ly-LL FLA. PE �. 705p2 L • • • • • • • • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows &Doors, Inc. 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 (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 F1orrda'Brli1ding MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economv Code, including the High Velocity Hurricane Zone. • • • • ..• . ... DESCRIPTION'Seizes'"238"`Outswing Aluminum Casemen1Window = L—.M:I •... ': .' • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluillifittflf Casement Wdw. (L.M.1.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I4a1ea 4/254'4, repared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing tr. . arni—ISade •County Product Control Section Revision stamp with the Notice of Acceptance number ap I' tiration Aptql3y. 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 r• a gr logo„ cjjy, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unlcrss•athenvise 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# 12-1220.14 and consists of this page 1 and evidence pages E-1, E-2 andi3-3, as well as approval document mentioned above. The submitted documentation was reviewed by Iylalaiie] Perez, P.E. • • NOA No. 14-0506.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 Page 1 • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, 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) 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, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, VA:Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramegjk, C �ate1„ ',E. • . • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . • • 2) Uniform Static Air Pressure Test, Loading pert BC, TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94.: . : • . .. 4) Large Missile Impact Test per FBC, TAS 2111, •4.. •..6. 5) Cyclic Wind Pressure Loading per FBC, TAS,A3' 94 '..'.: 6) Forced Entry Test, per FBC 2411.3.2.1, and;Fl f02-94 • along with marked up drawings and installation diagram of 'an aldminun.c L ment window, prepared by American Test Lab of South Florida,. hie.,:Test �1.teppxt No: ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hatteni,.EE: (Submitted under previous NOA # 12-1220.14) 3. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) cr/0„.,,Ej . • . • M nuclePtr z, P.E. Product Conpol E miner NOA No-0506.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-1 . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI=08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-9 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and 1ITL-0080-1107-98, dated 03/06/96 and 11110/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading per $BC, TAN 2412-94 . 3) Water Resistance Test, per FBC, TAS 202 494 • : • • • • : • • 4) Large Missile Impact Test per FBC, TAS 20?-04 5) Cyclic Wind Pressure Loading per FBC, T n-94 • • • . 6) Forced Entry Test, per FBC 2411.3.2.1, antl.TA3 202-94•.. • along with marked -up drawings and installation diagram of gap aluminum casement:.. • window, prepared by Fenestration Testing Laboratory, Inc.; Test Reports tic. FTLL• • : • 1003 and FTL-1041, dated 10/14/94, both signed and sealed P1Sinil Kuri,'P.E. •. (Submitted under NOA # 96-0417.03) • • . . . ..• • ••• • • . • . •. . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, 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) L"-'7,..k. _...i Manuel PepayP E. Product Control xami er NOA No. 1 1 ! .01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 51h Edition (2014), dated April 11, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 foj •eepa cjmen A and B and HTL-0080-0905-07 for specimen B and C, issued by.PIlirricant'Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and s'eale'd by rem Jr Abraham, P.E. • (Submitted under NOA # 08-1010.02) •••• •• • . 4. Laboratory compliances letters for Test Reports No. HETI-08 2143, : • • • • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued br1 .i icane► • . Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all Sigma and sea'lga•by Candido F. Font, P.E. . (Submitted under NOA # 08-1010.02) • 5. Laboratory compliance letters for Test Reports No. HTL-0080 1303 96 mail :•: HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/0;196 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted. under NOA # 96-0417.03) .• • • • • • • • G. OTHERS 1. Notice of Acceptance No. 12-1220.14, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 03/21/13 and expiring on 10/26/18. Manuel Per , .E. Product Control a ner NOA No. 1 -0 6.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-3 GENERAL WINDOW SECTIONS FLANGE FRAME SNUBBER AT IMPACT \,,,INDows ONLY „G) 3 VENT WIDTH WINDOW WIDTH tNSTRUCT1ONS; STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 D..L. apa_ EXTERIOR USE CHARTS' AS FOLLOWS. V DEL:MAINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, 6LOG, HEIGHT, MN() ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHAPJ ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABCvE. IF AU-NI:NUM BUCK SYSTEM IS USED USE CART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS (9r) A2LLLOsCrzEPOINTS POT.r.3) " If L-61 lei OPG j T 2 VENT WIDTH 1" WINDOW WIDTH 0 MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCXS • MAX. WDW.I LOCK - HEIGHT LT/ N ! - Z 42" 2 I 63" I 3 [ 84" 4 , L 4 N WINDOW WIDTH VENT WIDTH WW-2" D.L. OPG. 1- ! I i I t I 11 • 1' 6" MAX. 1YR. CORNERS SURFACE. APPLIEfl FALSE MUNTINS OR TIONAL (13 TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK 98 BY 'INTERLOCK' ALT. TO CAM LOCKS 24" MAX, TYP., AT TiEAD/SILL %10W,1 1 LOCK I J HEIGHT. PMI'S 1 - ----I-- — I 3B" I 2 i 56' i 3 I 74' I 4 84" I 5 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FIVHZ), W000 BUCKS BY OTHERS, musr BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERLAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED t,:t DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CC II MULLION N.O.A. En gr: JAW 747A1J CIVIL FLA, PE if 70592 C.A.N. 3555 ;.• P00DUCT REVISED ,+c v.ith the floricla Codc Accc-foance No "4„,f,.....124;2475 1.n.ttv Mienn1.11ade l'roduct Cenifa, 0 6 0 8 ti 6 it) • • • • • • • • • • 0 • • • • • • • • •1460•0 • • • • a 00 N a z 1," o r 5, • • • • • • • • • • • • • • • • • • • r • • • • • • 000 00 L 0 • • •&••• • • • • • • • • 00,041:0 • • • • • • • SNUBBER AT IMPACT V NDU'VJS ONLY - VENT WIDTH WINDOW W OTH EXTERIOR GENERAL `4 'IT DOW SECTIONS EQUAA, LEG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. di z CA►.4 LOCKS 2 LOCK POINTS ALL S ZES VENT WIDTH ys 3/4` VI NDOW WIDTH MAXIM MULTI PCiNT LOC'r'.. 95.gY'KUTH' ALT. TO CAM LOCKS MAX. WOW. W. LOCK 1 HEIGHT POINTS ;:a _ 42" l WINDOW WiD - VENT WIDTH wv/ 1 1 /; „ C.L. OPG. VitiV— 6 1 /2" T-'(PiC ,.. E [_r fAT1,QN (EQUAL } E'-5 FRAME) MULTI POINT LOCK qy BY `INTERLOCK' ALT. TO CAM LOCKS J.AVAD-t.ao CML PE # 705'i2 C.A.N. 35.38 6" MAX. TYP HEAD/SILL CORNERS SUPEACE aPPt_ AL SE MUN I IN i;PTU:1NAL I 24MAX. TYP, AT HEAD/SILL MA{ WDVI HEIGHT LOCK POINTS 2 4 5 PRC, )UCT REVISED uti ca fplyn:g ['torid1,4 fi)1d'o)g Cock A;- ei11R)1CC No 13y tamp! DadDadc Produc D • • • • • • • • • • M4a• • aS • „.„4 nII • • ( •• .. _) • • • • • I. . 0 a. z tai bt • • . . •• • • • . .. . . • • • • • • • • •... • i• • ••• • • ••••• • • •4•t.•• %• .. •. • • • ••••• • • VENT QQRNER ALL FRAME ANO VENT CORNERS TO BE SEALED W1iI- GE SIL8R1JE OR EQUIV. VI FRAME CORNER ,5 25 CORNER KEY i:CK ST. STEEL 2 5/8" Loco CORNER KEY (4) .062 THICK ALUMINW.4 1,307 2,075 -1 .763 ,080 TYR, 2215 2)165 - FLANGE FRAME. 1,E375 1:757 — H° TYP. y 7,0)1 1.222 ,7 20 I 1.438 VENT (5/16" LAM, GLASS) .65 — 2.075 _768 - 2.465 .080 TYP, -- EQIJAL LEG FRAME 2.715 1.875 1337 -- .090 TYP, 1,4 3 1.624 t@ VENT (NSUL. LAM. GLASS) 17714 PART # QUANTITY DESCRIPTION MATEENAL IIANP./sUPPLIER/REMARKS INDALEX OR EQUW. INDALEX OR MUM INDALEX OR EQUiV. 1 CGit-373 4 FLANGE FRAME 6063 -T6 1_ I A CCI -397 4 EQUAL LEG FRAME 6053 -T6 --___ Z CGL-373 4 VENT (5/16" LAM. GLASS) 6063 -TS 1-- 23 CGI -331 4 VENT (N11S1IL. LAM, CLASS) 6063-T5 2C CCI -.38S 4 VENT (7/16" LAM. GLASS) 6063-TE ... C51-375 4 OGEE GLAZING BEAD 6063 -T5 3A CGI -X; 6 4 SQUARE GLAZING BEAD 6063-T5 - 4 .060 THICK CORNER KEY ALUMINUM INOALEx OR EQUW. t.) - 8 ,060 THICK CORNER KEY ST. STEEL (.1 AP-425J AS REOD. FRAME WEATHERSTRIPPING - A " 4-- .% 0250-K- 1 90 AS REOD. VNT EWEATHERSTRIPPING - 2/ VEKT I. 4 BAR HINGE, AT TOP AND eurrem STEEL 2/ VENT EACE MOUNT LOOK STEEL 1/ VENT MULTI POINT LOCK - 7183Th - 1/ VENT MULTI POINT LOCK - 11;3ERLOCK 10 - 2/ VENT .110 TTITC•K LOCK KEEPER, AT FRAME JAMB FACING LOOK STEEL COI, ATTACHED, 'Al (2) //I.!) X 3/8° SS SMS i 1 -- 1 1 OPERATOR (OPTIONAL) STEEL TRU711. ATTACHED W/ (2) #8 X 3/8" SS SMS 35-10-00-101 8 24- '1.3-00-202 9A 99 INDALEX 0R EQuIv, INDALEX OR EGurv. INDALEX OR EQUIV. SCHLEGEL ARIUS SCHI;:GEI. 45-_,LON TRUTTI, ATFACHEO W/ (6) 18 X 3/8I. SS SPAS IRUNti, All ACHED Vi/ (2) f 8 x 3/8' SMS _ . 1 IA 12 13 --- OPERATOR (OPTIONAL) STEEL, INTERLOCK .301 75 1 OPERATOR TRACK STEEL TRUTH, AT !ACHED W/ (2) #5 X 3/8 5S SMS, - i 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 110 X 1 -1 /4" 5S StAS 1.757 -- I -,090 TYP, yS 11-3Ctri I 1g) VENT .720 I ' 1.438 1 6" LAM. GLASS) -1 ,754 r- .383 1 1 1 1 -r-,43 f IA, r .630 i 1 --I .617 1-.. - CGI-375: OGEE GLAZING STOP .753 Ft51 .808 1 F .830 --Leo-A-- CGI-396: SQUARE GLAZINC STOP • JAVAD AiIMAD L FLA. PC f 70592 CAN. 3T3E1. AVR 3'0 ?Oil PRODUCT REVISED cc,cnplyint; 1.il 8 c Florida Accepomwt; ; 4•• 1 pi r.it icH, Date Mi6111,i7Dade Pfothia (5Oritot V I • il • • • i1 • • i : • I • t .k2 0 a : 7:f Z • • n o 0 z If) 0 ('. t; L. a I "3 A „.2_'_):6 drawing no. W98— I 00 Csheet 2 of 73 0 0' 1.1) 1.;;0 rt-1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r• • •••• • • • •••• • • ••• • • ••10 • • • 4040• • •• .1•611 • •• 14//: • N-----1/8" ANN. GLASS .090" 1nterloyer \ - Soflex Clear And Color Gloss By 'Eastman Chemical Co.' p1/8" ANN. GLASS SILICONE GE-1200 D0W 995 DOW 899 3/.1. 6" NOMINAL GLASS TYPE `12' v.-3/16" ANN. GLASS .090" Saflex Clear And Color Glass By 'Eostmon Chemical Co.' --INTEP.WERS .075" Soflex CP With PET Core MO" DuPont SentryGies By 'EA. DuPont De Nemours & Cc., Inc.' 3/15' MN.. GLASS By 'Eostmon Chemical Co.' , SILICONE GE-I200 DOW 995 ---1 DOW 899 7/1 6" NOMINAL GLASS TYPE '3° -3/16" HEAT STREN'D GLASS ri-INTERLAYERS .090" Saflex Clew. And Color Goss By 'Eastman Chemical Co.' .075" Soflex CP With PET Core By "Eastman Chemical Co.' .090" DuPont SentryCios By `E.I. DuPont De Nernours & Co., Inc.` 3/16' HEAT STREN'D GLASS -- --1' 1 I 7/14" NOMINAL GLASS TYPE '6' SILICONE GE-I200 "-DM/ 995 1301,1 899 SQUARE BEAD OPTIONAL-N. ALL GLASS TYPES \ f PERFORMANCE VALUES OP IMPACT RESISTANT WINDOIYS 110 SUMTER'S RI-.01X;ED REFER. TO stia-rs 5 RIK, 7 FOR IHSTALANTION DETNIS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 10 SHUTTERs REQUIRED REFER T.:: SHED'S 5 THRU ., FOR ItisTALUVRQN DETAILS MANCEVALUES OF IMPACT RESISTANT WINDOWS T10 SHUTTERS REQUIRED REFER 10 SHEETS 5 THRU 7 FOR INSIAUAT4051 DEfAtS . , OW DIMS. GLASS TYPE .7 GLSS TYPE '3' GLASS TypE 6 IIINOOW DIMS, C.I.ASS TYPE `2' MASS TYPE '3' GLASS TYPE ' i WINDOW DIMS. GLASS TYPE '2" GLASS TYPE 'a' '--INT. GLASS TYPE '6:' 01-H 861' EXT. (+) 1t1i. (-) EXT, INT, (-) Exr• (±) INT. (-) WIDTH i HE081- EXT. (+) 1NT, (-) EXT. (+) 1NT, ) _ . 4) 'l -) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (÷) (-;CEXT. (-) 1NI.(-) 5'C 24' 26" 30" 32' L--T67-2.--- 40' 42" 110.0 194.3 110.0 195.0 - 110.0 195.0 20' . 86.7 86_7 110.0 195.0 110.0 195.0 19-1/a" 130.0 195,0 110.0 195.0 110.0 195.0 I 95,,,T,,, 24" 714 73.4 110.0 120.0 110.0 120.0j 25-1/2" 110.0 1'45.0 110.0 195.0 110.0 195,0 _ -36. 110.0 110.0 ..___ . 110.0 110.0 ---10/19 97,1 92.5 151.9 138.8 ... 129.5 121.4 107.9 ,' 97,1 110.C1 110.0 110.0 110.0 110.0 110.0 1,...0 15.(I 195.0 395.0 110.0 . ,.. 110.0 110.0 110.0 _ 195.0, 28" 64.2 k 6.4:;.: 110.0 120.3 110.0 120.0 37" 26" 110.0 145.4 110.0 1950. ›k- 110.0 195,0 195,0 30° 66' 60.6 60.5 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0195.0* 195_0 3'2" 57.5 57,5 110.0 120,0 110,0 120.0 9--1/8" 110.0 19.0.5 110.0 195.0 110,0 195,0 195.0 36' - - 50.0 60.0 50.0 60.0 25-1/2' 110,0 137.5 110.0 ..... 195,0 _ 110,0 - 195.0 - 19.5.0 195.0 110.0 110.0 120,0. 40" - - 60.0 60.0 60,0 60,0 37" 98.5 98.5 110.0 194.5 , 110,0 120.0 60.0 I 20" 66.4 66.4110.0 5.0 .0 120.0 42" 86.5 85.6 110.0 120.0 110.0 120.0 92,5 110.0 120_0 60,0 24" 56.1 56.1 110.0 120,0 110.0 120.0 19-1" 110.0 144.5 110.0 195.0 110.0 195.0 20" 24' 28` 30" 32" 36" 40" 42" 42"1 110.0 110.0 166_5 110.0 195.0 105,0 110.0 110.0 . 195.0 28" 48.9 46.9 110,0 120.0 110.C.1 120.0 26-1/2' 99.7 104.3 110,0 195.0 110.0 - 195.0 ______ 1.3E18 . 110.0 195.0_1 30" 72' 40.0 _______ 46,0 . 110,0 120.0 110.0 1200. 37' 50-5/8' 74.7 74.7 110.0 120.0 110,0 120,0 t0,0 ---- - 110,0 116.9 111,0 110.0 110.0 195.0 195.0 110,0 110.0 195.0 32" 43.6 43.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.3 120,6 - 36" - - 60.0 60.0 60.0 60,0 19-1/8" 96,7 104.2 110.0 195.0 110.0 I- 195.0 104.1 104.1 110.0 195.0 110.0120.0 92.5 92.5 110.0 120.0 110.0 120.0 32" - - 60,0 60.0 60,0 60.0 26-1/2" 63' 74.9 77.9 110.0 120,0 110.0 120.0 120.0 35' 75" - - 60.0 50.0 60.0 60.0 .37" 60.0 00.0 1 I 0.0 120.0 110.0 120.0 83.3 79.3 83.3 79.3 110.0 110.0 1200, 120.0 110.0 50.0 60,0 20' 52.0 1 52,0 110.0 120.0 110.0 120.0 42' - - 60.0 60,0 60.0 60.0 195.0 24" 4.3.a _ 43,8 110.0 1200. 110.0 120.0 19-1/5" 63.0 63.0 110.0 195.0 110.0 120.0 20" 24' 28" 30" 32" 35" 40"72,8 42" 48' 110.0 145.7 110.0 195.0 110,0 195.0 28" 75' 35.1 38.1 110.0 120.0 110.0 120.0 26-1/2" 7 1/4" 46.6 46.6 110.0 120.0 110.0 . . 120.0 110.0 121.4 110.0 195.0 110.0 120.0 30' - 1'10.0 - 120.0 60,0 60.00 37" - - 59.8 59.8 59.8 59.8 103.8 97.1 .104.1 .._ _ 971 110.0 110.0 105.0 195.0 110.0 110,0 120.0 32" - - 60.0 60.0 60.0 80.0 37" 77' - - 56..3 .ii0.3 1.. 91.1 80.9 69.4 91.1 80.9 72.8 69.4 110.0 110.0 110.0 110.0 120.0 120.0 120.0 120.0 110.0 110.0 110.0 60.0 120,0 20" 41.5 41.5 110.0 120.0 110.0 120.0 120,0 24" 34,9 34.9 110.0 120,0 110.0 1203. .‹ LIMIT WHEN 1,4AX. LOADS 10 1?1,0 PSE MULTI POINT LOCK 8Y `INURLOCK' 95 - 120,0 28' 84" - , - 110.0 120.0 54.5 54.5 ;5 USE° 60,0 30" - - 51.2 51.2 51.2 51.." 195.0 32' _ - - 48.3 48.3 48.3 46.3 *;,;( SIZE SE'E. 37" X 77" APPLICABLE TO FLANGE FRAMES ON1.2 SHEET 1 20' 24' 28' 30" 32' 35" 40" 42" 54' 110.0 129.5 110,0 195,0 1;0.0 95.0 88.2 - 84,4 107.9 92.5 86.3 110.9 110,0 110,0 195.0 120.0 120.0 120,0 120,0 1 i0.0 110,0 ___.. 110.0 110.0 - 110.0 195.0 120,0 120.0 120,0 --- 120,0 NOTE: GLASS CA1-'2ACCHES ON THIS SHEET ARE PA'') ON ASTM E1300--09 (3 SEC. G AND FLORIDA BUILDING COMMISSION 80.9 71.9 80.9 71.9 110.0 110.0 64.8 ..... 51,7 54,8 51.7 110.0 110.0 . 120.0 120.0 110.0 _ ..... 50.0 120.0 DECLARATORY STATEMENT DCA.05--DEC-- 60.0 6n9c JAVA° AHI.4A0 'i4.0T:31.1C.1' REVISEO 20" 24' 913" 30" 32" 36' 40" 42' 50" 96,6 _. 85.8 _ 112.6 95,4 110.0 110.0 195.0 1;0.0 195,0 120.0 12.0.0 120.0 120.0 120.0 NOTE: LOAD/AREA LIMITS MIL FLA, PE I 7,-)5w 0.A.N, 358 , , „. . . ' ' _,,, ‘.1fil, 0 ' th Api-(': 3. e, T.i.; i.i.oloplyii)$ with the F ,,l'oviltling Cods: Ackiel1I'vIce N'-) i=i-1_,--i-1 P.spilotion 195.0 110.0 110.0 110.0 76.7 73.2 83.3 77.7 110.0 110.0 3200. 120.0 70.2 64.8 ____. - ___..... 72.8 64.8 110.0 11C1.0 120,0 120.0 110.0 110.0 - - 60.0 60.0 60.0 60.0 50.0 60.0 60.0 60.0 FOR +110.0, -120.0 PSF = 16..34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. ** LISTS) 219 "-- CZ LJ w 01 c.f. z -z • •••° V • (6 01 CO 9) CI - tr. ei1'L 11135 00 0 CT) t.0 f."1 f) CO 0, C.1 IC••• ••• , • • (CI .-- SO • • • rr) i • • ro to • • 01 'e; c0 • 1-6* • • • • • t • • • • • • 211 I Tj drawing o. W98-1001 (sheet 3 of 7 1 • • • • • • • • • • • • • • • • • • • • • .1 • • • • • • • • • • • • • I• • •••r•• • • • •••• • 1/8" TEMP. GLASS AIR SPACE \ .1/8 ANN, GLASS C7' IITTERLAYE RS -1/8" ANN. GLASS SILICONE CE -1200 D01..! 995 DOW 899 SET TING BLOCKS L. _2/ JTE EPOM 3/1" INSULATED OUROMETER 85±5 GLASS TYPE '2A' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .075" Soflex CP Viith PET Core By 'Eastman Chemical Co.' .090" DuPont SentryGlos By `E,I, DuPont N. l',Iemours & Co., Inc.' --1/8" TEMP. GLASS c- AIR SPACE \ Ver TEMP. GLASS \ .\\ re 3/4- INSULATE') GLASS TYPE '3A' k------INTERLAYERS 1/8" TEMP. GLASS SILICONE \ GE-1200 DOW 995 DOW 899 .090" Soffez Clear And Color Glass By 'Eastman Chemical Co.' .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" DuPont SentryGlas By `ET, DuPont De Nemours & Co., inc.' SETTING BLOCKS _2/ LITE EPDM DUROMETER 85±5 la&r:Lc8Fs1;-T1N0 OF; 5PAC'EE; METAL SPACER AROUND THE PERIMETER OE THE CLASS. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS tiO SH'JTiM REQUiRE:0 REFER TO SHEETS 5 TURU 7 roR NSTALLAI1ON DETAILS WINDOW WIDTH HEIGHT 20' 24" 28" 30° 32" 36" 40" 42." 20" 24" 28" 30" 32° +. • 35" GLASS TYPE '2A° EXT. (+) INT. (- 110.0 194.3 EX CLASS TYPE (-) +) 110.0 195.0 110.0 161.9 110.0 195.0 110.01 138.8 110.0 195.0 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195_0 107,9 107,9 110.0 195.0 36" 40" 42" 42" 97.1 9/.1 110.0 120.0 92.5 92.5, 110,0 120.0 110.0166.5 110.0 195.0 110.0 138.8 110.0 1.95,0 110.0 118.9 110.0 195.0 110.0 111,0 110.0 195.0 104.1 104.1 '00,0 120.0 92.5 92.5 110.0 120.0 a3.3 83,3 110.0 120.0 " 9.3 79.3 110.0 120.0 PERFORMA,NCE VALUES OE IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTAII.ATION OETAILS YON1)07 DIMS. GLASS TYPR '2A' GLASS TYPE '3A' WIDTH 20" 24" 28" 30' 32" 36" 40" 42" 20' 24" 28° 30" 32" 36" 40- 20" 24" 28" 30' 32" 36" 40" 42' 48" 110.0 14.5.7 •110.0• 195.0 110.0 12.1„4- 110.0 195.0 104,1 104.1 110.0 120.0 20° 24" 28" 30" 32" 36" 40" 20" 24" 28' 30" 32' 36" HEIGHT EXT, (1.) TNT. (-' 85.7 86.7 73.4 73.4 64.2 64.2 66" 60,6 60.6 5. 50.0 60.0 72" 66.4 56.1 48.9 46.0 43.6 57.5 60.0 60.0 65.4 110.0 120.0 55.1 109.3 1 109.3 48.9 95.3 1 95,3 89.8 89.8 85.0 I 85.0 - - (+) 1NT. 110.0 169.0 110.0 1 120.0 110.0 120.0 110.0 118.2 I 4 110.0 112.2 PE FORMANCE VALUES OF IMPACT RESISTANT WINDOWS 140 SHUTTERS REOUIRE0 REFER TO SHEETS 5 THRU 7 FOR NSTALLAII0ti tTETAJLS 46.0 4.3.6 60.0 60.0 WINDOW DNS. L._. WiD7P, HEIGHT 19-1/8" 26-1/2" 37" 42" 19-1/8" 26- 1/2' 37" 42" 26" 3/8" GLASS TYPE '2A' GLASS TYPE '3A' EXT. (+) INT. (-) EXT. ci--) (--) 110.0 195.0 110.0 195.0 110,0 203.0 110.0 195,0 110.0 145.4 110.0 195.0 110.0 123.1 110.0 185.0 110.0 190,6 110.0 195.0 110.0 137.5 110.0 195.0 98.5 98..5 110,0 120,0 86.8 86.8 110.0 120.0 97.1 07.1 110.0 91.1 91.1 110.0 120.0 120.0 120.0 120.0 120.0 80.9 80.9 110.0 12.8 72.8 110,0 69.4 69.4 110.0 110.0 195.0 110.0 195.0 54" 110.0 129.5 98.0 107.9 32.5 92,5 110.0 120.0 20" 24" 28" 32" 20" 24' 28" 30" 32" 76" 78" 00.0 60.0 50.0 60.0 52,0 43.8 38,1 60,0 52.0 43.8 38.1 60.0 101.3 101.3 19-1/6" 26-1/2" 37" 42" 18-1/6" 26-1/2" 37" 42" 50-5/8" 110.0 144.5 110.0 195,0 99.7 104.3 110.0 195.0 74.1 74.7 1 '0.0 120.0 65.8 65.8 110.0 120.0 . 96.7 104.2 110.0 19.5,0 74.9 77.9 110.0 120.0 60,0 60.0 110.0 117.0 60.0 60.0 85.4 I 135.4 74,3 74.3 - i 9-1/8' 26-1/2" 74-1/4' 37" 53.0 83.0 46.6 46.6 59.8 59.8 110.0_1 ..._, 90.9 90.9 84" 41,5 41.5 80.8 80.8 37" 34.9 34,9 68.0 I 68.0 54.5 54.5 51.2 51,2 46,3 48.3 - - 84.4 86.3 , 110.0 120.0 80,9 80.9 110.0 120.0 71.9 1 71.9 , 110.0 120.0 64.3 64,8 110.0 120.0 613 61.7 110.0 120.0 98.8 112.6 110.0 195,0 85,8 95.4 110.0 120.0 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 84.8 64.8 110,0 120.0 60.0 60.0 60.0 60.0 60" 77" 56.3 56.3 i,1; LIMIT MAX. LOADS TO 171 .0 PSF WHEN MULTI POINT LOCK BY '1NETRLOCK' (9-0 IS USED SQUARE 8E41) OPTIONAL ALL GLASS TYPES / ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES- ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF 15.34 SQ. FT. + 1 MO, -195.0 PSF 10.00 SQ. FT. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 Engr: JAVAD Al4M.A0 1,R()FitiCT REVISE!) cIV1L vtoq'!vin ih Ihe Ylcyri$11 FLA. PE 70592 Building Cade C.A.N. 3538 Thule Ptiailut'l Coritml 0 6 z 000 • • 01 • • • 0 • • • • 044 • ,•,• • ir•,, I ei • • • • K• • P " • 3 . es 5, .6", • • {• (T )_1 Co • • • • 5,3 S) 8 .15 ro csi 5 4- ° .f, ' drawing no. W98-100 shoot 4.of 7 • • • • • • • • • • • • • • • • 000:0 • • • • • • • • • • • l• • • • • • • • •• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES") FOR ANCHOR PERFORMANCE VALUES SEE SHEET 5 TYPICAL ANCHORS 7—SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT --t\ :iR I'Iss-,1•53' =q , 4: I I MIN. 2-1/2" 1-41N, INSTALLATION TYPE '1' SEALANT -, •-) 1 3/8" WOOD RUCK TYPE '1' MATERIAL,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SLDESLUS NG WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • 9 • 4 Li 4 t, • BUCK 1NSTAULATION BY OTHERS INSTALLATIQN TYPE '3' 1 3/8" 2 7/8" WOOD BUCK 'TYPE '3' MATERIAL: PRESSURE TREATED ON ALL FOUR 5DES/OSING WOOD ALUM CHANNEL 3/4" X 1° X 3/4" X 1/8" 2-1/2° LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CG i CORP, MUST SUSTAIN LOADS MPC SED 8Y GLAZING SYSTEM PM TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SCE ELEV. FOR SPACING / SEE SHEET 6 FOR DESCRIPTION '1r 2 1/3' INSTALLATIQN TYPE '2' WOOD BUCK TYPE '2' j•AATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEAL ANT ----, TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SKEET 6 FOR DESCRIPTION _ Y Tv- 1J1' ..-- .... ,,,-- --,-, •,....,. 1 .- • - t . . --- •-• • I . . , . . . 4 '-.4•4‘.1 4NI' 1 - TD - 1` • BUCK INSTALLATION BY OTHERS " MN. ASTAI EION TYPE '4' WOOD BUCK 'FITE '4' MATERIAL: PRESSURE TREATED IYPIC,AL INSTALLATION DETAIL ON__ALLElaaaWV31Krn ALT. ANCV.OF, LOCATIO_N \if WITH SHEAR. CLIP TYPICAL ANCHORS 7—SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL --STRUCTURES 1 /8" UK MIN. ATTACHMENT TO METAL STRUCTURES r-1/8" Lilt& TYPICAL ANCHORS --SEE ELEV, FOR SPACING / SEE SHEET 1:1 FOR DESCRIPTION 1 r)1‘ L.r.) I i t ; ; I L p 31 ATTACHMENT IQ APPROVED MULLIONS ENgr: JOAO Ai-olAt)CML FLA PE 70.592 CAN. 3538 r 0, 201 PaoDucr r(1,,visir) Site, ifiaritrir, i;(iitig (Aade r(flD ly Dade8ruci -e'(vIfrOl, 0 03 o `4. 21- tn tj'• • • • 0 • la CC, "7 • • • ;2.0 • • CIL • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • Sc. -n t • urowIng no. ,W98-1 001 5h e e t 5 of 7 • • • • • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS /-SEE ELEV. FOR SPACING SEE SHEET 6 FOR VESGRipTioN ,77,0 4 - • - • * INSTALIATION TYPE '1' : v 1 3/8" rs WOOD BUCK TYPE '11 MATERIAL: PRESSURE TREATED TYPICAL__VOTILLATON DETAIL ON ALL FOUR SIDES/USING WOOD 'TYPICAL ANCIIORS SEE ELEV. FOR SPACING SEE Ss} IEF_T 6 FOR DESCRIPTION ."-BUCK INSTALLATION INISTALLATION TYPE 13' 1 3/8" WOOD BUCK TYPE, '3' JAA_TIESAL: PRESSURE. TREATED TYPICAL INSTALLATION DETAIL ON ALL POUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP musT SUSTAIN LOADS IMPOSED EIY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS 7—SEE ELEV, FOR SPACING SEE SHEET 6 FOR DESCRIPTION . 1.4. 01 4 '1 .. ''..‹., ' 12' 1" MN, i. 2-1/2" MIN, , 1 INSTALLATION TYPE_ 2 /8' WOOD BUCK TYPE '2' I,AATERIAt ; PRESSURE 1 REATF_D TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHF.ET 6 FOR DESCRIPTION DUCK INSTALLATION SY OTHERS INSTALLATIOR TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON AL, L FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL r STRLICRIF<ES /8" THK. 1411N, ATTACHMENT TC) METAL STRU CT_V_EU 1 /8" I , 14N , TYPICAL. ANCHORS SEE ELEV, FOR SPACING SEE SHEET 5 FOR DESCRIPTION Pa_ ATTACHMENT TO APPROVED MULJJa5 Eogr. 1AVAD AHMAD CiYIL FLA. PE g 7052 C.A. 338 PRODUCT RLOASIA) os complying with I lorict3 Acceptant No 0 expirmion Dale 2 . Ely /1 ,.,V-1:tt 141110 E3? Product C."6ort Vj tti • 5 C4 • • < <73 tor Cr. leeee c) • • • • • 0 • • • • • • • • Ci.‘ • e • • egp ...1 • • • • • • •!... • • • • 000 • • • 00 • • • • • • *000 • 010.00 • py r5N, o_L2 0 c" 1 01 2 9 :14 ditiwing no. 8-1 00 ribeet 5,1 of 7) • • • • • • • • • 0100.0. • 1. • • • • • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DEIMLS WINDOW DIMS. ANCHORS IT/0 SHEAR CLIP ANCHORS 1Y1111 SLIKAtI CLIP AT 17" 0.C. AT 10" 0.C. AT 17" O.C. AT 10" OA:. DTH 20' 24' 78" 30" 32" 36' 40' 42" 20" 24" 28" 30' 32' 36" 40' 20" 24" 28" 30" 32- 40" 42" 20" 29" 28" 30" 32" 36" 40" 42" 20 24" 25" 30" 32" 40" 42" 24" 28' 30" 32" 36" 40' 20" 24' 26" 30" 32" 36" HEIGHT 36" 42" 48" 54" 60" EXT.(+)/INT.(--)1EXT.(4)/114T.(-) EXT.(4-)/INT.(-) 195.0 19.5.0 154.5 195,0 195.0 195.0 129,0 172.0 192,9 180.0 • 195.0 110.6 147,4 195.0 103.2 137,6 163.3 150.0 135,0 123,6 195,0 56,8 129,0 195.0 86.0 11477 1 180.0 77.4 103,2 171.4 73.7 98.3 195.0 195.0 192.9 195.0 • „ 155-3 195.0 154.3 19.5.0 194.5 192.9 171.4 154.3 146.9 128,5 115.7 110.2 195.0 195.0 192.9 180.0 132.7 176.9 110.6 147,4 94.8 126,4 88.5 117.9 87,9 73.7 65.3 63.2 195.0 154.8 193.5 195,0 129.0 161,3 195.0 110.6 138.2 195.0 103.2 123.0 165,8 1 195.0 96.a 120,9 - - 150.0 187.5 86.0 107.5 135,0 168.8 77.4 95,8 128.6 160.7 73.7 92,1 195,0 195.0 137,8 195.0 105..0 114.7 172.0 171.4 195.0 98.3 197.4____ 150.0 195.0 91.7 137,6 150.0 195.0 86.0 129.0 ______ ___ _ , 133.3 195,0 76.9 i 14,7 195,0 120.0 180.0 68.6 103,2 ___. 114,3 1 173.4 65.5 98.3 195.0 195.0 180.0 195.0 154,3 195.0 144.01 1.95,0 135.0 195.0 120.0 j180.0 108.0 1 162,0 102.9 154.3 195,0 195.0 175,3 66" 163.6 153.4 136.4 122.7 123.8 185.8 103.2 154.8 88.5 132,7 123.8 77.4 68.8 61.9 59.0 116.1 103.2 92.9 88.5 195.0 140.7 195.0 195.0 117.3 154,2 195.0 100.5 140.7 195.0 93.8 1313 195,0 88.0 123.1 190.9 78.2 , 109,5 171.8 70.4 98.5 PERFOIZMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 PoR OETNI,S WI80011 01M1. ANCHORS rfo SHEAR CLIP NOHORS WITH SHEAR CUP AT 17" 0.C, AT 10" O.G. T 1.7" 0.C, AT 10" 0.C. 72' 195,01 195.0 167,5 196.0 160,7 195,0 150.0 195.0 140.5 I 195.0 125.0 175,0 129.0 1 180.6 107.5 150.5 92.1 1_ 129.0 86.0 320.4 80.6 112,3 71.7 100.3 WON 32" ,36" 20" 24" 28" 30" 32" 20" 24" 28" 32" HEK44T EXT.( 4)/INEI",(-) EXT.(+)/INT.(-) -EXT.(6)/tiLT. 76" 78" 84" 133.2 118.4 195.0 195,0 189.5 195.0 76.4 173.1 148.4 138.5 129.8 195,0 122.2 67.9 108.6 119.1 190.5 99,2 158.8 195.0 195.0 165,3. 154.3 195,0 85.1 136.1 195.0 79.4 127.0 _ 195.0 71.4 110.1 195.0 132.7 195.0 195.0 110.6 155.9 195.0 94.8 142 2 195.0 88.5 132.7 PERFORf,4tN CE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS -ANCHORS 31/0 SHEAR CLIP ANCHORS WITH SI EAR CLIP ITINDOW DIMS- AT 17" 0,C, 30" O.C. AT 17" 0.C. AT 10" 0.C. W011-1 HECHT. EXT.(1-)/IN.7.(-) al-. - „/INT.(-) - L(4)/mr.(-) ExT,(+)/INT.(-) 19-1/6" i 195,0 195.0 149.4 195.0 28-1/2" 26" 195.0 195.0 107.8 161.8 37" 195.0 195.0 77.2 115.9 195,0 195.0 151.9 105.0 26-1/2" 38-3[." 191,2 195.0 109.6 146.1 37' 136.9 182.6 78,9 104.7 19-1/8" 195.0 195.0 153.5 L 191.9 26-1/2' 50 5/8" 193.2 I 1g5-0 '110..8 138.5 37" 138.4 173.0 79.3 99.2 9-1/8" 195,0 195.0 123.3 195.0 _ . 26-1/2' 37' 63" 155.3 111.2 195.0 89.0 155.8 194.6 .i... 63.8 111.6 42" 98.0 171.4 56.2 98.3 19-3/8" 195.0 195.0 1.30.8 195.0 26-1/2" 74-1/4" 104.7 195.0 94.4 ---• 151.1 188.6 1 108,1 37" 117,9 67.6 AISBianJI&SIIEAR CUE CL.12 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA KWKON II 0.Y 'HMI(ry=153 KSI, Fy=157 K51) J.t'4T..flIS,TO,....EJ,,QQ'(Fur= 77 KS, Fy=1,55 1,:51) INTO 203" WOOD BUCKS OR WOOD STRUCTURES - 1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 - 1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY NT.C.‘, CONC. OR MASONRY 1 -1 /4-" MIN. EMBED )N-ro CONC. OR MASONRY W14 SMS QR SE I F DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE: COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL ; 1/8" THK. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL tr-I CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .D'PICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2- 1/2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILk.. OR alMfIS = WOO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm mr 2000 PSI MIN. Enqc 29.11A9 ,M-11.1.AD tr.11.1411,. FLA. PE I 70592 CA.N. 3536 2,g14 PRODUCT REV LSEI) fls complying with tilt; Fkoidit cceplac,e riNpisation DLitt; I iy - Produrt 0. Ow 0 g 0' ;. O < 0 3t3 ?X `,r1 • et w e. (UI T1- 6 [7_. ., • '--- 1 .Z '•,:•3' Lil I X M ; 0 LIJ I 0 rh , I\ --...."‘C-5 Cc:LL1 1!. i • • • • V) r- Cs.; 4 '`.-- `ggie.•••• co; ti f • • • • Il'I''''; - c) e-,-) •-• .: ' Pr:' u:..:1' • • • • ,--,ii, •-,-,...--.Q ,_._„ 8 L2 yr,or war- • •• • • • • • • • • • • • • • • •1 • •0•••• • • 1- • I • N •2- a N > 1')o 1,, x - di -owing no. W98- 1 00j • • • • • • • • • • 01.10 • • .e.p. 3. • • • • • • • • • • • • • • • • • • • • Csheet 6 of 7 • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WINDOW DIMS, WiDTH HEIGHT ExT.(+) NT.(--) WIDTH HEIGHT EXT.(1-) INT.(--) 20" 110.0 j 195.0 20" 105.8 120.0 -24" 110,0 195.0 24" 90.3 120.0 28" 1'10.0 186.5 28" 80.5 110.3 .30' 36" _ 110_0 - 182.4 30" 76.3 104.7 32" 110.0 179.5 32" 60.0 60.0 38" 110.0 177.3 36" j 60.0 60.0 . _ 105.8 145.1 20" 102.7 190,0 _ . 40" 42" 97.0 120,0 24 83.2 120.0 20" 110.0 179.5 28" 78" 1/7.3 120.0 24' 110.0 159.6 30" 73.9 101.3 28" 106.9 146,6 32" 60.0 60.0 - 103.5 - 141.9 20" 110.0 120.0 30" 42" 100.7 138.1 32" 24" 97.0 120.0 _.......... .36" 97.0 120.0 28" 84- 85.5 117.3 40" 95.2 120.0 30" 60.0 60_0 42" 95.0 120.0 ..., 60.0 60.0 20' 24" 28" 30" 32" 36" 40" 42" 20" 24" 28" 30" .32" 36' 40" 42" 48" 54" 1 1 0. 0 1 10.0 110,0 1 10.0 109.1 195.0 177.3 160.9 154 .8 120,0 103,5 120.0 .1.9.8 120,0 95.0 120.0 11 0 0 110.0 174.1 152.0 99.8 120.0 95.5 120,0 91.9 120,0 86.2 118.2 82.2 112.7 80.6 1 110.5 24" ,30" 32" 36' 40° 42" 20' 24' 28' 39" .36' 40" 20' 24" 28" 30" 32' 35" so" 110.0 15.2 97 0 133.0 86.8 119.0 82.8 11.3.5 79.4 108.8 73.9 101.3 60.0 60.0 0.0 60.0 110.0 171.0 107.8 120.0 95_9 120.0 66' 91.3 120.0 I 87,3 119.7 72" 80.0 60.0 60.0 60.0 1 0.0 97.0 86.0 117.9 81.7 112.0 77.9 106.9 60,0 60.1) PERFORMANCE OF ALUMINUM INSTALLATION VALUES BUCK ANCHORS EXT.(+) VIM-) WIDTH HEIGHT 19-1/8" 1 0.0 1135.0 .6-1/2' 10.0 195.0 26' 110.0 184,2 37' 42' 110.0 152.4 19-1/6" 110.0 19.5.0 26-1/2" ,8_ 110.0 172.6 37" 3/8,, 110.0 156.3 42" .7 120.0 19-1/8" i 0.0 105.0 26-1/2" 5" 0-5/8 110_0 ._.. 154.7 .37" 94.0 120.0 42" 89_8 120.0 19-1/8" 109.3 149,9 26-1/2" 84.8 116.2_ 63" 37" 67.9 93.1 42" 60,0 60.0 19-1/6" 110.0 154,8 25-1 /27 74 -1/4" 86.4 118,5 37" e0.0 60.0 19- i " 100,9 1.-0,0_ 26-1/2" 1 75" 64.0 115.2 37" 1 60.0 -__ 60.0 19-1/5" 106.3 120.0 20-1/2" 77" 82.7 113.4 37" 60.0 60.0 TYPICAL ANCHORS: SEE ELE.Y, FOR SPACING A - 1/47_1101,.._EALON If BY 'HILTI' (Fo.-,163 KS1, Fy=157 KS) DIRECTLY iNTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CC.NC. OR MASONRY 1/42, DrA. ULTRACON BY 'ELCO' (F1.1177 1<51, Fy-155 1CSi) DIRECTLY INTO CONC. OR FILLED BLOCK 1 - 4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C #14 $165 (GRADE 2 COS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MN. PENETRATION INTO WOOD TYPICAL EMI DISTANU INTO CONCRETE AND MASONRY •=,- 2-1/2" MIN. INTO WOOD STRUCTURE - 1:CN CONCRETE AT HEAD: SILL OR JAMBS f'c - 3000 PS! MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN. ALUMINUM BU CK FRA.MING ETAILEi REFER TO SHEETS 3 TIIRU 6 FOR WINDOW CAPACITIES usF. LOWER APPLICABLE VALUES. .111 4 SMS AT 6" FROM. ENDS -17' 0.C. MAX. AT JAMBS 24" 0.C. MAX, Al' MEAD/Sli,1. \ 1 YPiCAL ANCHORS TYPE 'A' OR 2 1/2" MIN. 17" C.C. MAX. AT HEAD/SILL \ AT 6" FROM ENDS AND 17' O.C, MAX, AT JAMBS - - EDGE DIST. INSTALLATION TYPE .065 #14 SMS AT 6' FROM ENDS G.C. MAX, AT JAMBS 24" O.C. MAX. AT HE.AC1/91.1._ TYP1OAL ANCHORS TYPE - 6" FROM ENDS AND 17' 0.0. MAX, AT JAMBS 2.4" 0.0. MAX. AT HEAD/SILL. OTT T 0 P 291' W000 DUCK OR WOOD STROCTURES TYPICAL INSTALUJION DETAIL ON A FOUR SIDES/USING ALUANUM BUCK SYSTEM .845 2 .5 CO 1,436 .195-I .845 .065 Cr:I I :11125 .90 UCK OPTIQNAL COVER 6083-T6 6063-T6 5.'9r.: JAVAD AFIMAD CNN.. FLA. PE # 70592 3536 "APR 3 PRODI ICS REVISIII) complying with thc ri3Ofida Building Code A n No INpimtion T.Talv OY M1Tni7DatleProthict Codtot,. 011 ..,_ r.• 0 (.1 0 L ,..., , • ,-, 1 0 ct i11;-- i SI i '.---C1:•15Cji:••1:7)- 75_3 ,u-)...... .2.,.: 65-i• 1.21,i • 1• '''-4- --:.61;:AlaL7. I #:•• .-- --?' • • • i , • • 4 6 0 a I • • LI , ,.2^, „it 8 a1S11,: :. , . . ,*r,O, 1 , .11, i. , . ,,. L 7./ .0'6 lit 4 .! ! Ca) ,zi I-0 CI} 21,1 1-05 ri) ICJ 'i'3'. : .'A 0 1 . - drawing no. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • W98- 1 001 heet 7 of 7 • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • •••4•• • • J)E[' 1 E 'x 'i LN !' £1I' tw° -GU. r1 TO),I ' AND ECONOMIC 1tESOUNl,'1;: +td1:1t) BOARD AND CODE ADMINISTRATION- DIVISION NOTICE OF ACCEPTANCE (NOA CGJ Windows & Doors 10100 NW 25'6 Street Miami, FL 331.72 SCOPE.: This.NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Mia►ni-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid afer the expiration date stated below. The .VMiarni-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 m.ttaui,i4 fails to perform in the accepted manner, the manufacturer will incur the expense of sucICtesliti ; and theek IJ alas' immediately revoke, modify, or suspend the use of such product or material withillithekjuristIT.Ctiotj, RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Ciinty Product'tontrol Section that this product or material fails to meet the requirements of the applicable liigldlin,g code, • MIAMI-DARE COUNTY PRODUCT CONTROL SE(T'1ON i 805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315.2599 www.nlnlntiilalC.atovieconoei y ....•. • • • •• • This product is approved as described herein, and has been designed to comply•44•d4c I;Ici[t�x�iaiidiri••�• • Code, including the High Velocity Hurricane Zone. • • ' • • • • • DESCRIPTION:_series 44238" IAlumi11.4i11i I'r'[rleet-()irt V1tilY[I{l`4' - 1 .-t1 t APPROVAL DOCUMENT: Drawing No. `V4t99-04, titled "Series--238 Alum. Pi ject Qttt sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated O1121/99, with revision 11 dated O9/10/44, pa:eparedVyeNrFaroe Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dadc•routity Proetu:b.Contr.1 Section Revision stamp with the Notice of Acceptance number and expiration dale by the Mian!i—Dade County Product Control Section. MISSILE IMPACT BATING: Large and ,Small Missile Impact Resistant LABE-LING: 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 Approvtd", 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., i'ER;NLTNATION 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 N1OA. Failure to comply with any section of this NOA shall be cause for termination and removal of NO.A. ADVERTISEMENT: The NOA number preceded by the words ivliami-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# 13-0606.05 and consists alibis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peres, AMIDADE COU Erb NOA No. 1 4-0915.08 Expiration Date: October 3.1, 2018 Approval Dale: February 05, 2015 1'agc 1 • • CGI Windows & Doors NOTICE O ACCEPTANCE: EVIDENCE+, SUBMITTED A. DRAWINGS 1_. Manufacturer's die drawings and sections, 2. Drawing No. W99--04, titled "Series-238 Alum. Projecl: Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7. dated 01/21/99, with revision H dated 09/10/14, prepared, by Al.-Farooq Corporation, signed and sealed by Javad Ahmad, Y.E. B. TESTS 1. `Pest reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, Loading per F 3C TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per MC 241 1.3.2.1, TAS 202-94 .... along With .marked --up drawings and installation diagram .of i•hlumintitll•i;st?ewetzt,••.. •• project -out and fixed windows, prepared by Hurricane Icsr4.allor atoij! 7nv.., Test ••. Reports No. IiTL:-0080-0301-07 and 1M-0080-0905-07, eat:N*18/08/08, "t sigricti• • • • and sealed by Winn i, Abraham, PI. ••.• •• • • • (Submitted under NOA No. 08-1010.03) •.... • ••'... 2. Test reports on: 1.) .Large Missile Impact Test per FliC, TAS ?Ei •-c , • : • 2) Cyclic Wind Pressure Loading per FBC, `I'AS'203-94 •• •• along w.ith.:marked-up drawings and installation diagram of i,i am iinuttl. project•-- out v indo;v, prepared by Hurricane Engineering & "Testing, Inc. 1?epros No. . EIETI-08-:1..43, HETI-08-2144, NIETI-07-4298 and HETI:P.-4187, di6/271tr••: and 07/ 17/08, all signed and sealed by Candid() F. Font, Y.E. (Submitted under.NOA No. 08-10.10.03) 3. Test reports on: I.) A.ir Infiltration Test, per SF RC, PA 202-94 2) Uniform Static Air Pressure Test, Loading .per PBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3 2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement, project ---out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-105S and }T.L-I019, dated 10/1.8/94, signed and sealed by Yaniil Kur'i, P.F. (Submitted under N0,4 No. 96-07.17.04) 4. Test reports on: l.) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram. of an aluminum casement window, prepared by hurricane Test Laboratory, Inc., Test Reports No.'s IITL-0080-0303-96 and i.I'I'L,-0080-1107-98, dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall; P.E. (Submitted under NOA'.s No. 96-0717.04 and 99-0329`02) a �y t1\ialiliel 'roduet Control E ()miner N(1A No. 14-0915.08 Expiration Date: October 31, 2018 Approval Date: N'cbrllai' 05, '20 t 5 CGI Windows & Doors .NaricE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CAL 'MATIONS 1. Anchor verification calculations and structural analysis. complying, with FBC-5th Edition (2014), dated 09/03/14, prepared by Al-Farooci Corporation, signed and sealed by Javad Abroad, P.E. 2.1 Glazing complies with.. ASTM E1.300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RM. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry-Glase hiterlayer" dated 08/25/114-xpiling m4:7.1:4417, . Notice of Acceptance No. 14-0423.15 issued to Eastman Clatiacs: CouiwriN(MA) ,• for their "Saflex CP - Saflex and Sallex RP Composite Gl.a!slqaterlayers A41:h PEA; : ••_• Core" dated 06119114, expiring on 12/11/18. . • • 3. Notice. of Acceptance No.1.4-0423.17 issued to Eastman Cht NV:pi Cotitristga(MAI • • for their "Satlex Clear and Color Class tnterlaycrs" dated fg:Pt14, expiring.on . . . . . .. .. .. .. • . . 05/21116. . . . . . • • • F. STATEMENTS , • • 1. Statement letter of conformance. complying with FBC-5w Tic,1ofni financial interest, dated 09/03/14, issued by Al-Farooq Corporation, sigii.e.1.11: sealed by Javad Ahmad, P.E. 1. Laboratory compliance letters for Test Reports No. HTI,-0080-0301-07 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated. 08/08/08, all signed and sealed by Vinu J.A.braham, P.E. (Submitted tunier NO/1 Aroo8_iOjn0.3) 2. Proposal No. 09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso„ (Submitted w der N0,4. No.10-05.10./ 2) • C. OTHERS Notice of Acceptance No. .13-0606.05, issued to CG1 Windows and Doors -fOr their "Series-238" Aluminum Project -Out Window - L.M.1. approved .on 08/15/13 and expiring on 10/3 U18. , Nlanuel Pere?.: I',E, Product Control Exatitiner NO' No. J44915.08 Expiration 1)ote: October 31, 2018 Approval Date: February 05, 2015 E - 2 • GENERAL WINDOW SECTIONS FLANGE FRAME = 04 i 6 v_ D.Opc VENT 'WIDTH WINDOW 'WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 INDOW HER;HT DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCIE 7 sr A.N0Apft, SEE CHARTS ON sHEE-rs .3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE, USING CHART ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE TMN DESIGN LOAD SPECIFIED IN STEP 1 ASOVE. IF ALUMINUM BUCK SYS1EA S USED USE CHART ON SHEET 7 TO OETERMINE CAPACITY, THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY To ENTIRE SYS fEk,4, FOR GLASS TYPES, REFER TO SHEETS 3 AND 4, OPG 2 1 /2" VENT WIDTH • WINDOW WIDTH _ CAM LOCKS , 2 LOCK POINT:, ALL SIZES 1" WIND Otit,".`t DTH VENT WIDTH D.L. OPG, 6" MAX. TYP, HEAD/SILL CORNERS MAXIM MULTI POINT LOCK ) BY 'TROTEI` ALT. TO CAM LOCKS WOW., LOCK WIDTH I POINTS 42" 2 1- 7 [ L.__ 84' 4 talfa THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOL) BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ..H. _ ,t!.. 11- - -...--_•ct,... -41 \-- .....31.. t ; 1\ 1 i I I 11 / / i t 1,,• ....• .., ,./ 4 ,,s 1 t 4 11 t. \ 1 t '- //- ..._ ,..: --H-- - t I I::: '-'./' 11 l ----Y- Y1 1 1 11 11 14 1/2" MAX. ANCHORS SHALL BE AS LiSTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL C)RESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT MTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE, 10OR 17' SEE SHEET 0 FOR CAPACITY TYPICAL ELEVATION (Et ANGE FRAME) z -a 0- rn 174 •4- SUREAGE APPLIED FALSE HUNTINS OP TIONAL (-4 cn c.) 0 O t;_, O w c ct--- •••• • .1..:•1;i, • • 05 kr, •41•• ti) 1 ;,) Z ••••i.C.i Cf • -1?' ••• • • • • et:: (-8 < j • LU • • • (ft off •-- • • • • • • • • • • •••••• • • • • • • • • • • 1•,•„,• *414 ca =-to 2, C-2 ct!. 1'2 iq 0 I7.) a. • • • • • • • I FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A, THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, En9r: JAVA() ARMAD CML RA, PE 9 705'92 C.A.N. 3538 PROM:VT REVISHIT IN.pirtition Date 7T---r` Acccpiattct.-t Nt, ‘tt,itti th,., Florida It ling Codt: I' .4, Ely t ITite,tt Pro:3m( Cort trot ' - _ • fi) C. 0 9-) C I " S Lt I r drawing no. -1 W99-04 (sheet 1 of 7 .1 GENERAL WINDOW SECTIONS EQUAL LEG FRAME 3/4" 1, 3 01. QP6. ,-.. • VENT WC TI-I vidcow wurti EXTENT:0 R FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. WINDOW,/ HEGHT' 63 DL. OPO 2 1/2' 4.- \TENT WIDTH 1 3/4" WINDOW WIDTH CAM LOCKS 2 LOCK POINTS ALL SIZES -r- WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L. OPG, WW— 6 1/2" CORNERS 1 ------ ---- - -1- - - - --I---T--1"—-- 1 li/ NI II C l' , 11 , t 6 • ' I •• I I I / 11 11 it I I • /"/ I I ..., W• i„, VI rn I / MAXIM MULTI POINT LOCK kl)A BY 'TROTH' ALT. TO CAM j MAX, WOW.1 LOCK WIDTH POINTS 1-` ) [ 9 c?_11 (9 `\ 14 1/2" , MAX. 10' OR 17' SEE SHEET 6 FOR CAPACITY TYPICAL_ _EL EAMIA (EQUAL LEG FRAME) Env: ,IAVAD 1A0 FL. PC 4 76592 CJJL 3538 6' SURFACE APPLIED L— FALSE. HUNT NS OPTIONAL. 1" its complyitte, idt the HOlitta r - A tc,,,l)tm c,4 . )l y Y • JI/litun (bode Protiat t Control o 01 2: 0 LJ 0 a_ • it ••• •••••°,1•_, ••• • • • • h• • • -s I. Z .2: • • • • • • • J(/) CS • • • •••• •cr • • •Lki „. • 04.3 • • • (1) era - • • •• I: Vf ' I • • • • ••r• • •1, •• • 'ill IN° ;ji OP V/ 0. z 2 Z • < < M. 7-- 0 1:/ Z Z • < (.5 c 0 '11 t z; -6 1 1 :g F11 I d row ino no 9W 9-04 ishf;e0 • 1 of 7_, • • • • • VENT. CORNER ALL FWVAE AND VENT CoRNERS TO 6E SEALED "418 GE SILPRUF08 EQUIV. FRAME CORNER 2,625 625 2 5/8' CORNER KEY CORNER KEY .060 THICK ST. STEEL .C62 THICK ALUMINUM 1,00 CI — 2,075 .307 Lic? Lb—L .000 YP,--- FLANGE FRAME .768 .768 ; L057 L. .080 -77, 2.2i5 65 2.465 2.71_ EQUAL LE C; FRAME ITEM PART # QUANTITY DESCRIPTION MkTI1R1AL MA NFISUPPLIF.R/REMARXS . -4-• 1 CGI -373 4 FLANGE FRAME 6063-T5 ; INDALEx oR EQUIV. IA C01-397 4 EQUAL LEG FRAME 6083-16 INDALEX DR EQUIV. 2 CGI - 378 4 4 4 4 VE. NT (.5 / 1 F.:T LA.M. . CLASS) 063-T6 5063-75 INDA4 EX GB EOUr. 28 20 3 4 CGI -351 CCI -385 CGI- 375 . _ GI -396 - VE8T (NSUL. LAM. GLASS) INDALLX OR EQUIV_ _ - VENT (7/18 LAM. GLASS) 6063- Ti.I INDALEX OR EQUN. OGEE GLAZING BEAD 6053-T5 INC/ALEX OR EQUIV. 4 _ 1 SQUARE GLAZING BEAD 6063-T5 1NDA1EX OR EQUIV. 4 .060 THICK CORNER KEY ALUMINUM Sr. STEEL - - - -- - - 5 -/-- 6 - 8 AS REQD. I .06o THICK CORNEF: KEY - -- AP-425 — F0A1E WEATHERSTRIPPING SCHLEGEL APTUS 7 0200 X I 90 AS REOD. 2/ VENT 2/ VENT VENT WEATHERSTRIPPING -. SCHLEGEL 0-LON --- 8 9 _____ 04 10 I 1 35- 10- 0.7.1-10 1 24- -- 1.2IGO - 202 _._ - - + 4 SAR HINGE, AT JAMBS SffEi. STEEL — T. RI.ITI-I, ATTACHED 7// (6) 46 X 3/8. SS SMS FACE MOUNT LOCK T- I TRUTH, ATTACHED IN/ (2) NES X 3/8' NHS 2/ VENT 2/ VENT , 2/ CORNER1 2/ LITE MULTI PONT LOCK - - - s 1 EEL - L EPOM CGI, ATTACHED Ni/ (2) jr! 0 X 3/8' SS aI,S #10 X 1 -1/4S'S CMS ..... . DUROMETER 80-15 SHORE , - I .110 THICK LOCK KEEPER, AT ERAME JAMB FACmc LOCK - FRMJE ANC VENT ASSEM3LY SCREWS 2 - . — — SETTING BLOCKS VENT (5/ 6" LAM. GLASS) ,090 L .712 0 1.438 VENT (1NSUL. LAM. GLASS) .090 TYP. 1.8 75 O I- 6 <8 ct 0 ce O )(....) O 2 CS 0 0 > it. 1C41)) 0 < < 5 14 b to) D 83 I I 0 • II 151 Li (T),1/40 c) if? • • .4 • „••.,- •• •L 0.41 • • 01, l. • Ci•L:1)•tsr:-.14'w:-° z•z° ▪ • •••1.j • • • • • VENT (7/46 LAM. GLASS) • • • • • • • Eng: JAVAO kHMf,0 CML FkA Pt 4 70592 C.A N, 3533 15 4 .3e.3 ir)- ) .830 .617 CCI -375: OGEE GLAZING STOP .753 I-- • • • 1. CG--.396 SQUARE GLA7ING STOP PR 1' lz..PVi 'VD as c.oinplyi_ne, Nvith 111,.:. 11.0fid4 N , . Building Cods3 . ,± ,,,-. , ,... _..„,, . i ...8, Acceplonce No 144- --)=-1 ;''..;---C-,,-;-75 i: ENpiration Datt-,7?7777-.77-,---., _ , -, ...x ,..._-__.,...„„,/.„....-4.---.n ..,,`3 .r ------, ,I. f ;,,,..--;-,,,, „ ,,, A., L-21 ....4,-,.... t)akfe,_ Product Control,'- 1 tiroviirig nO. .. 1 W99-04 (305) .090" Scitiex Clear And Color Gloss 4,---3/1 0" HEAT STREN'D GLASS \--- 1/8" ANN. GLASS 1 1-- By 'Fostmri oChomicol Co.' \ 090.Sollex Clear And Color Gloss r Sy 'Eastman Chemical Co.' .090 Saflex Clear .And Color GIOSS .075" 13aflex CrWith PE_1 Core '\ - \ -- - - - 7 ----- ----- ,..- --.1 `AROOQ CORPORATION a EERS et PRODUCT DEVELOPMENT ..W. 87 AVE f 1. FLORIDA 33174 15) 264-8;100 FAX. (305) 2.,.52-6978 1l, Ci \ 7 BY \ \ \ ' f 'Ectstmon r 1 Chemical Co.' /8" ANN. GLASS I1_100NtS -....., GE-1200 ..7 DOW 995 COW 899 i / \ --- ,.-• \--INTERLAYERS 1 . , 1; , , : _ ,_ , , s t.ly tastm on 4....heirlicel Co. 1_, .090" DuPont SentryClos . i ay ' E.I. DuPont De Nemours & Co,, Inc.' 9- 1 :i- -:-3/1 6" ANN. GLASS 21 ' -... ..;--. nii ...r. 1,,,, ',..„ , :1.)-' . \ SILICONE C.,: 1 0 / r- \ ..... A - . INTERLAYERS p . : -1- __ ..„. -.3/16" \ eflex CP h PE Core SWit, °75.." ay Eamt.rn stan meical Co. .090" DuPont Sentr/Glas By 'E.1, DuPont De Nemours & Oa., Inc.' HEAT STREN'D GLASS SOLIAP,i-: BEAD OPTIONAL ALL CLASS ra',Es , GE-126D / I 1 ` ,;...- „__. 7 , ';',\ AT 1/4 POINTS ON DIES ...-t./ 10ER TI: IAN 36 5/16 NOMINAL - 1.97/ GLASS TYPE '2" GLASS 1-6''' NOMINAL l'Y PE - \, ,?:' -,"", AT 1/4-POINTS ON UTES - ' L " - 7/1 '3GLASS ir J. (.3" NOMINAL 'PYPE / ,\ °""----`\ AT 1/4 PONT'S ON UTES , T :----:HAN - MGER 't-.3' , j / PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO L'AiLITTERS REQURED REFER TO SHEETS 5 TR. 7 TOR INSTALL_AflOM CET4ILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS t i'D SHOTTERS REQUIRED REFER TO SHEETS 5 TriRL.1 7 FOR INS1ALL4TI0N CAE -FAILS PFIRFORMANCF, VALUES OF IMPACT RESISTANT WINDOWS NO SHLMERS REQUIRED 1 REFER TC) SREF_TS 5 THRU 7 FOR INSULATION DETN,S _ ... _ WINO° DIMS, GLASS TYPE '2' CLASS TYPE '2' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '2' OLSS TYPE '6' WINDOW DIMS'. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' ----7 WIDTH HEIGHT EXT. (--) IMMEMEN iNT. ' ) "X . (+) INT, 'MOTH HEIGHT EXT, (+) 114T, ( -) - EXT (i-) 114T, (-') EXT. -1‘ 1NT. -) WIDTH HEIGHT _ T. (4-) INTL. ...:*1 EXT. (4-) 111T. (-) EXT. (+) 1NT. (-) --.24° 110,0 195,0 , 110.0 195,0 110.0 195_0 1 24' 110.0 121.4 110.0 195.0 110.0 195.0 26" 110.0 195.0 110.0 195.0 110.0 195,0 26' 110.0 195,0 110.0 I 195.0 110.0 1950 . 28" 104,1 104.1 110.0 195.0 110,0 120.0 38-3/8" 1 10_0 190,6 1 10.0 195,0 110,0 195.0 30' 110.0 194.3 1 10.0 195.0 110.0 i 1950, 30" 97.1 9,7.1 __ 110.0 195,0 11 0 0 120.0 19-1/8" 50-5/8 110.0 144.5. 110.0 ---- -- " - 1 91:',0 110,0 1950. " ' 36" 110,0 161.9 li 0.0 1 195.0 110.0 19.5.0 48' 36" .__. 80,9' 60.9 110.0 120.0 1 10.0 120.3 63" 104.2 • 104.2 110.0 19.5.0 110.0 195,0 42' '110.0 138.8 110.0 195.0 110,0 195.0 42" 69,4 89.4 110.0 120.0 110.0 120.0 / 4 - 1 / 4° 63.0 -7- 6.3.0 1100 195.0 110.0 120.0 -24 - ) 48' 110.0 121.4 110.0 1950. 110.0 1950 " 60.7 60.7 110.0 120.0 110.0 120.0 26" 110,0 1 195.0 110.0 _1 195.0 110. 54" 107,9 107,9 110.0 195.0 110.0 195 0 24" 107.9 107.9r+ 1 10.0. 195.0 110,0 I 195.0 39-3/8' 110.0 137.5 110.0 195.0 110.0 195.0 60' 95.4 95.4 110.0 195.0 4-- 110.0 120.0 28" 92,5 --,------- 92.5 --- ---- --- 110,0 120,0 1 : , 120.0 26-1/2 50-5./8" 104,3 104,3 110.0 195.0 110.0 195.0 77-4 73.4 73.4 118.0 120.0 110.0 120.0 .7"-- - .- ,, 50 86.3 86.3 110.0 120.0 110,0 120.0 63" 77.9 77.9 110.0 I 120.0 110.0 120.0 72 56.1 56, i 110.0 120.0 1 10.0 120.0 36" 1_ 71.9 - 71.9 110.0 120.0 113.0 ! 20.0 74-1/4 46.6 46.6 110.0 1%0,0 110.0 120.0 78" 43,8 43,8 110.0 120.0 113.0 120.0 61.1 6 !,7 110,5 120,0 110.0 120.0 26" 110.0 145.4 110.0 195.0 110,0 195.0 I 84° 34.9 34.9 1 I 0,0 120.0110.3 120,0 95.4 95.4 110,6 195,0 110.0 120.0 ' .38-3/6" 08.5 98,5 110.0 194,5 110.0 120.0 '74" _ 1 i 0.0 194.3 __ 10.0 195,0 110.0 _____ 195.0 28" 83:.3 83.3 110.0 120.0 110,0 120,0 37 50--5/5" 74.7 74,7 1 10.0 1200. 110.0 129.0 26" _ 110.0 166.5 110.0 195.0 ) 10.0 198.0 60' 30" 7 /.7 77.7 110.0 1200. 110,0 120.0 63" 60.0 60.0 i 10,0 120.0 1100 120.0 _ ' 110.0 128.1 110,0 195.0 30' 110.0 155.4 1 10.0 195,0 110.0 19c.0 ''. 36" 64.8 64.8 110.0 120,0 110.0 120,0 2 195.0 110.0 35' -4- 110.0 129.5 110_.0 1_195,0 110.0 195.0 24" 73.4 73.4 110.0 120.0 1 10,0 320.0 42 38-3/8 86.8 85,8 110,0 -- 120.0 1 10,0 i 120.0 42" 110,0 111.0 l ___, 110.0 . 195,0 110.0 195.0 66" 28" 64,2 f.,4.2 110.0 120,0 110.0 120.0 5-5/8° 65.8 65.8 - 110.0 _ _ 17.0.0 110.0 120.0 30" 46° -1- 97.1 97.1 --+ 110.0 195.0 110.0 120,0 .30' 60-6 - - - -- 60,6 ------- --- - ;10.0 - 120.0 110.0 120.0 " 26" 101.3 101.3 1100 1950.. 1'00.0 120.0 • 54' 86.3 06.„3 1 io.o 120.0 1- 110.0 _ 120.0 24" 56.1 56,1 110,0 120:0 110,0 120.0 53-1 a -318" 68.6 68.6110,0 120.0 110.0 - 120.0 60" 77.7 77.7 I 110,0 120.0 110.0 120,9 72" 28" 48.9 48.,?, 110.0 120.0 110.0 120.0 c 1-- : , 65' 60.5 60.6 110.0 120.0 I 10.0 120.0 30" 46.0 46.0 110.0 120.0 110,0 120,0 . . 72 - 46,0 46,0 110.0 120,0 110,0 120.0 24° 43.5 43.8 110,0 120.0 110.0 120.0 ,_ 78" _ , ... 110.0 120.0 _ - - 78' 28" 38.1 1 138,1 110.0 120.0 '110.0 120.0 '11 a ial 0 Ca . n Q,. 24 ' 110.0 161.9 110.0 195.0 110.0 ] 95.0 30" - 1 1C1.0 1200, 26' 195.0 110.0 120,0 110.0 j 138.8 110.0 195.0 24" 34,9 34.9 110.0 120. 110.0 .130' 110.0 129.5 110.0 195.0 110.0 _ 195,0 84" 28" - _ 10,0 120.0 - - .---,, „ 36 35" 107.9 107.'9 _ . _ . 110.0 195,0 110,0 195.0 GLI-6S CAPA.C;TIES ON THIS SHEET ARE co-, - L , 0 . . _ 0 42 92.5 92.5 110,0 120.0 110.0 120.0 BASED ON A.-..jIM E 1300-09 (3 SEC. GUSTS) I' `... 0 la ' . (L I I -, 48 a0,9 80.9 110.0 120.0 110.0 120.0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATE4ENT DCA05- DEC-219 1 54' 7 71,9 71.9 110,0 120.0 110.0 120.0 . a; 4 ; i 60" '64.8 64.8 ___ 110.0 11200 110,0 120.0 Engl.: JAVAD A.1-1MAD CIVIL PRODUCT RP/TSP') a ‘.'. I f-, . .. 24.. 110.0 138.8 110.0 195.0 110-0 195.0 NOTE: FLA_ PE # 705'32 C.A.N. 3538 fis complying willt the Nor itiQ Building ' C1 •='• 1 i 28' 110,0 118.9 110.0 195.0 - 110.0 19,5.0 LOAD/AREA LIMITS FOR 110.0, 12 'I 6;54 SQ. FT. Co,le ,, ,4 ,.-,..,-; r,.;,.- Acceptance No 4' ":"'" ''--- 'll'i (.7.1'../12:: ir : _:: b 7i 1 .6... 3G' :--- 1100 - 1 1 i .0 110.0 195.0 110.0 195.0 -I- 0.° PSF - + 1 1 0.0, - 195.0 PSI: = 1 0.00 SQ. E. I.vi ration Date ..4.'71e-4-..: ...."71;:C:14:1? IS j , i,`,,' i 1, .i 42'. 36' 92,5 92,5 110.0 120,0 110.0 120.0 :ifj I. . b‘,..,..1.....-2.,„ .:-....:44, (._ drcWing 42- 48" 79.3 69.4 79.3 69. .4 ..._ 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 1 2 15 ..,_,,:_-_,,.c.. Mianif Dade Proirtict Conic -or- •:: to. , W99-04 5 54' 61.7 61.7 1 10.0 120.0 110.0 120.0 , Sheet 3of7 /8" IEMP, GLASS \ \- AIR SPACE \ \ v-1/68" ANN, GLASS \ \ .\\ - INTER I AYERS ) .090" Sallex Clear And Color Gloss By 'Eastmor, Chemical Co,' .075" Seflex CP With PET Core By 'Eastman. Chernie;o1 Co; .090" DuPont SentryGias By 'El DuPont De Nemours & Co., Inc.' 1/8" ANN. CLASS \ \ SILICONE ; GE-117:00 DOW 995 DOW 899 •112) AT 1/4 FEINTS AU SIZES 3/4" INSULATED GLASS TYPE 'SA' - - 1 /8° CENIP. CLASS \ NE SPACE \ 1 /8" TEMP. CLASS \ INTERLAYERS 3/4" INSULATED GLASS TYPE '3A' _090" Sallex Clear And Color 0foss j- By 'Eostmon Chemical Co .075 Soflex CP With PET Core By 'Eastman Cheinfcal Co.' .090" DuPont SenIryClas By TiloPont Oe Nemours & Co., Inc.' 1 /8" TEMP. GLASS _SILICONE 0E-12.00 ----- BD.../ 995 1,1ITY 899 AT 1/4 POINTS ALL SIZE'S SQUARE BEAD OPTIONAL ALL GLASS Ef'PES AIR SPACE CONSISTING (Th SPACER: METAL SPACER AROUND THE PERIMETER OF THE GLASS. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS ROOK° REFER TO SHEETS 5 -NiRct 7 FOR /NSTALLAT.0N DEN S' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS FEGOIRED REFER TO SHEETS 5 TT1RU 7 FOR, NSTALLATION OETA114 PERFORMANCE 'VALUES OF IMPACT RESISTANT WINDOWS NO SHU1119 RF01iRE9 REFER TO SHEETS 5 TN, FOR INSIALATiON GETA1LS WINDOW DIMS. GLASS TYPE 'OA GLASS TYPE ' A' 'WINDOW DIMS. GLASS TYPE `.271' GLASS ' ' ', '3A' WINDOW . DIMS. CLASS TYP.E `2A' GLkS3 TYPE `3' W1011-1 HERIlliT EXT. (4-) 1NT. (--) EXC. (+) 1NT. (-) 510111 HEIGHT EXT. (+) T. (-) -0. (+) INT. (-) It- WIDTH -1E161-1T E. . „ \ -INT. (--) EXT, 24" 24" 28' 30" 36" 42 .rt" , --, „...,q„ 60" 66" 72" 78" 84" 110.0 110,0 110.0 110.0 110..0 193,0 195.0 110.0 195.0 24" 110,0 121_4 110.0 ; 195.0 26" 110,0 195.0 110.0 -- 28" 104.1 104.1 110.0 , '120.0 38-.3/8" i 10.0 190.6 ...... -110,0 • 195.0 110.0 I 195.0 " 30" 97.1 97.1 -I--- 110.0 I_ 120,0 19-1 /8' 50-5/8" 110.0 144.5 110.0 195-0 194,3 110,0 195.0 48 36" 80.9 80.9 110.0 I 120.0 53- 104.2 104.2 110.0 195.0 161.9 135.8 110,0 -110.0 195.0 195.0 195.0 195.0 42" 69,4 69.4. 110.0 1200.11_____ • 74-1/4- 63.0 63.0 10.0 120.0 45" 60,7 60.7 110.0 li8.i .....,.,,c.„ 110.0 ... _. ...„ 195.0 _ 110.0 ----f------- 195.0 110,0 121.4 110.0 107.9 95.4 9.5A 73.4 107.9 110.0 24" -107.9 107.9 110.0 195-0 .35-3/8" 110.0 137.5 110.0 195.0 28" 92.5 92.5 110_0 120,0 26-1 /2" 50-5/8" 104.3 104.3 110.0 195,0 95.4 110,0 120.0 54" 30" 86.3 86.3 110,0 I _ 1,20.0 63" 77.9 77.9 110.0 120.0 73.4 110.0 109.3 85.4 120,0 109.3 85.4. 36' 71.9 , 71.9 110.0 120.0 4-1/4' 46.6 46_5 90.9 90.9 56.1 43.8 34.9. 56.1 42" 01.7 617 110.0 120.0 26" 1)90114541fl00 1 195.0 43.8 34.9 24" 95.4 95,4- 110.0 120.0 38-3/8" 985. 98.5 110,0 120.0- 63.0 68.0 24" 28' 30* 36" 42" 48" 54" 60" 66" 72" 73" 110.0 194.3 110,0 i 1 (Lc -110.0 195,0 1 gs.o 60 28 30" 83 77.7 83.3 77,7 110.0 110..0 ' 120.0 • ; 120' 0 37" 50-5/8" 63" 74.7 60.0 -74.7 60.0 110.0 1 10,C) 120.0 117_0 110.0 \ 10,0 110.0 110.0 97,1 ... _ 86.3 27.7 60..6 46.0 _ - i6e.,,5 153.4- 12,15 1 k 1.0 97,1 .t.. 806 77.7 60.6 46,0 - 1 00" --f 84.e 61,5 --1- 110.0 -i_ 120.0 26" 110.0 128.1 - I 10..c; 195.o 66" 24" 28" 73.4 64,2 73.4' 64-.2 110.0 I 120.0 110.0 ! 120.0 42." 38-3/8" 50-5/8" 86.3 65.5 86,3 65L1 110.0 110,C 120.0 ------• 120.0 110.0 110.0 110,0 110.0 195.0 195,0 120.0 120.0 30" 60.6 60,,6 I 1 0 .0 f 1182 ° 26" 1013 101.3 110.0 120.0 24'' E36.-1 56.1 1-09.3 i 109.3 53-1/8 36-3/8 60.6 68.6 I 110.0 120.0 72" 28" 48,0 _ 48.9 95:3 I 95-3 110.0 120.0 110.0 89.8 118.2 89.8 30" 4.6.6 46.0 1 89.8 I 89.8 24" 43,8 43.8 85.4 85,4 - -- 78" 7,8.- 38,1 38.1 74.3 74.3 36" 24' 28' 30" 36' 42" 48" 54" 6o' t10.0 110.0 161.9 138.8 110.0_ 110,3 110.0 110.0 105.0 195.0 195.0 195.0 84" 2 " 34.9 34.9 68.0 68.0 NOTE: LOAD/AREA LIMITS FOR +110,0, --120.0 PSF = 16.34 SO, FT, +110.0 -- 195.0 PSF ---; 10.00 Q. FT. 110.0 129.5 107.9 107.9 110.0 110.0 110.0 10,0 120.0 120.0 -120.0 120.0 92.5 92.5 80.9 80.9 -71.9 71.9 64.8 64.8 42" 24' 28 .36" 42' 48" 54" L 110.0 1 110,0 I 10.0 92.5 79,3 59.4 6 .7 138.8 118.9 . 111 0 .._] 92,5 79.3 , 59.4 61..7 1 -100 I 110.0 I -10.0 110.0 110.0 110.0 i f 110,0 105.0 195,0 195,0 120.0 120.0 120.0 20.0 0 "4- - 1 th .11 • • • >13 ;' ••• ••• • • 1•Cil •f'- •• • : ••• • I•cnj , • NOTE: Gi...ASS CAPACITIES ON THIS SLEET ARE BASED ON ASTM E1300 -09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 - DEC 219 JAVA0 AHMAO CIVIL Pito-131;cl' RI3VISH) FLA. PE # 70592 0.5 cumplyitIU Fkilicta CAN. 3538 Litillrliug Cad:), , Aceoltut Ice No i'11" ' Exitirrfliort Dutt--7:727'-.7,471' Lei„ iv UP. Miatiti Product Cortical 1 04 SEALANT —•-•. INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALT, FOUR SIDES) TYPICAL ANCHORS SEE ELEV.. FOR SPACING SEE SHEET. fi FOR DESCRIPTION C • . .--4 . 71 T'. . T._ ) - "---.1) • . c . . • . ) ---- 9-.0.'; .)C--.,: z . ' Ci ' . • , -....,..g . ' .-------- --'1 2-1/2MIN, -.1 INSTALLP-CrION TYPE '1 ' 1 3/3" • 2 /8" I WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INS...ILLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT TYPICAL ANCHORS SEE FUN, FOR SPACING SEE SHEET 6 FOR DESCRIPTION • 2 , • 4 4"'NLC— f'21,06i< INSTALI,ATION Cif 01 HERS LI " MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL DI_N.L1PUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1 /3",,,. 2 — / 2" LONG \ AT ANCHOR LOCATIONS \ WOOD BUCKS NOT BY CU CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING' SYSTEM AND TRANSFER i THEM TO THE BUILDING STRUCTURE, FOR ANCHOR PERFORMANCE VALUES SEE SHEET $ SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION J . . z INSTALLATION TYPE '2' SEALAN1 - )), • a WQ__QD BUCK TYPE '2' MKELLI_AL: PRESSURE TREATED TYPICAL , INSTALLATION DETAIL ON ALL FOUR SIDES/USINQ WOOD J TYPICAL ANCHORS SEE ELEV. FOR SPACING' SEE SHEET 6 FOR DESCRIPTION >•••i •--, 1 `-.. BUCK INSTALLATION SY OTHERS INSTALLATION TYPE '4' 2 1 /8" MIN, 1/4/D0,ELULK TAELLI52 AIATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL _QV ALL FOUR SIDES/USING WOOD ! ALT. ANCHOR LOCA.TION WITH . SHEAR CLIP ___.:L.- , 0 • tv 0 , Z • -.'•-. i- ; .7.7 0 TYPICAL ANCHORS • • :"")Lja: ' :: :.1::•:• (.01 r— SEE ELEV. FOR SPACING go: • at... SEE SHEET 6 FOR DESCRIP-11:14 :•• 7 V) to I • *.., • C) g?, 2 ----i- !01 atio• I N :e._ ,r4j 1 1 ft-is 1: V) .'";" ill. 1 ili — .6'747 :a • 1:1 i 0 '1-3 g 0- • • • • It • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING I SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES rJ ATTACHMENT TO METAL STRUCTURES 112: 0 0 0_ 2 0 C.) ATTACHMENT TO APPROVED MULLIONS Enor : jAVAD AHMAD CIVIL FLA. FE 170592 5.5b PROiMlC I' REVISET) as romplyinu, with the 140fitta .•••,11••••••,. CAKiL . Accellimie No ))'::$)— Espita,tion 11.ta.•72.7.3, .•„„); •, , Mii0"Cti 5iadc tict colotiot L 2 I o o OLLJ 0 )5 r) C ° or r0r 7; 1342 01 drcwin9 r o. W99 -04 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHOR'S ,—SEE ELEV. FOR SPACIN(3 SEE SHEET 6 FOR DESCRIPTICN innc t-4) 11:v r- 7 7 [1" t 2-1/2" MIN. IL15.1.ALLATION TYPE '1' _ Kc 2 1 /8" -j WOOD BUCK TYPE MATERIA' : PRESSURE TREATER TYPICAL INSTALLATtON CIE_TAIL ON ALL FOUR SIDES/USING WOOD mrn 1 MIN, L-4 TYPICAL. ANCHOFTS SEE ELEV. FOR SPACINC: SEE SHEET 6 FCR DESCRIPTION N. v41 „ 4 -BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" 2 7/8" KQE. BUCK IYPE '3' MATERIAL,: PRESSURE TREATED "TYPICAL IN5TALLATION DETAIL ON ALL FOUR SIDES/USING WOOD, WOOD BUCKS NOT 8Y CGI CORP,, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEtyl AND TRANSFER THEM TO THE BUILDING STRUCTURE. = TYPiCAL. ANCHORS SEE ELEV. FOR SPACING ' SEE SHEET 6 FOR DESCRIPTION t z .5 5 • - 1 u 2-1/2" MIN, INSTALLATION TYPE '2' WOOD BUCK TYPE '2' Y.e..E.F.AL 7 PRESSURE 1 KATE° TYPICAL.. INSTALLATION DLEJAIL IN ALL LOUR Si)EVUSING WOOD 0--5` TYPICAL ANCHORS SEE ELEV. FOR SPACING r SrE SHEET 6 FOR DESCRIPTION ict< INSTALLATION SY CTHERS INSTALLATION TYPE '4' MiN. WOOD BUCK TYPE '4' MAI-ERIN,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS v— SEE ELEV. FOR SPACING SEE SHEET 6 FOR DE.SCRIPTION mum. 3/4" STRUCTURES 141N. ATTACHMENJ TO METAL STRUCTURES LC) :4, . : lc.. .,,'5,3 c: L..-.1.7..1 , w . -, ..„....,:• .' IT, '31 C: . • • • hill:: V) 1:- 17'10 :4 l' = fi : 1 0 • 7 'f7:: —SEE ELEV. FOR SPACING TYPeCAL ;ANCHORS • • • • • 1• •:6;7-724 I i SEE SHEET 6 FOR DESCRiP:::: I .1" r- I i • • • • , • • • • N.—:,--; wow `-' IT j 1 • • • h • • • • 'I' • ', . , 811' l' 1 1 ' - it .. .1 -c- ' • 111 41 1 cl a: x IL 1 0 ›- .-44 IT: !,) Nt c), - AlIA.271MNT TO APPROVED MVLLIONS Engr: JAVA0 AHMAD CriAL HA, PE 70592 CAN. JAN PRODIJCI II.EV us con:plying with thc Idovida nitchitg Cork , , f. Acveptatice No 14 1-.liptioi:1e- 7'7, BY 2 NiiiTni Dude Product Conticd, • • • • • 0 h ki,4 7 hhh;i0 hhq ,`;; 6hMetWit..0,0= drawing no. W99-04] PERFORMANCE VALUES OF INSTALLATION ANC -HORS REFER TO SHEET5 FOR 011TAkS WINDOW DINS. 24' 30" 36" 54" 60" 24' 28* 36" 42" 49" 54" 60" 66" 72" 78' 84" 24" 28" 30" 36" 42" 54" 60' 56' 72" 78" 24' 28' 30" 42' 48- 54" 60" 24" 28' 30" 36" 42" 49' 54" 2 29- 30" 36' 42" 48" 24* 28' 3(3' .360 42- ")4' 28* 30' ANCHORS TUE' 'A' & 'C' if /0 SHEAR CLIP S1TH SHF,A.R 01AP ANC R TYPE 11' OR SHEAR CLIP 'r 17" 0.C. AT 10" 0.C. AT 17' 0.C, AT 10" 00 AT 17" 0.0, AT O.C. 19.5.0 195.0 129.0 193,5 195,0 195.0 195.0 195.0 110.6 1 165.9 195.0 195,0 1- 195,0 ; 195.0 154.8 154,8 195,0 195.0 195.0 195.0 129.0 j 72.0 195,0 195.0 195.0 195.0 110.6 147.4 195.0 1615.0 195.0 195.0 129.0 161.3 195.0 195.0 195.0 195.0 114.7 L 172.0 195.0 195.0 193_6 195.0 -I- 103 2 154,8 195.0 195.0 195 0 195.0 1 117.3 164.2 195.0 195.0 195.0 195,0 107,5 150.5 195.0 155,0 186.2 195.0 99.2 159,8 195.0 195.0. r---- 195.0 195.0 I 110,6 165.9 195.0 195.0 r 195.0 195.0 154.8 154.9 105.0 r- 195.0 195 0 ; 132.7 132.7 195.0 . 195.0 195.0 123.8 123.8 193.9 195,0 103.2 137.6 1 195.0 195.0 165.9 195.0 ea 5 117.9 193.6 195,0 103.2 129.0 172,1 195.0 91.7 137.6 154,9 191.1.0 82.6 123.8 195.0 155.0 195.0 195.0 195.0 195.0 195.0 195.0 195,0 195.0 195.0 195.0 176.0 195.0 161.3 1950. 148.9 195.0 195.0 195.0 195,0 195.0 193.6 195.0 161.3 195.0 136.3 184,4 161.3 195.0 143.4 195.0 129.1 1 19.3,6 195.0 195.0 93.8 131.3 195,0 195.0 ........ 86.0 120.4 195.0 195,0 - --4 - 79.4 127.0 195.0 195.0 129.0 172,0 195.0 • 195,0 110.6 147,4 195.0 195.0 103.2 137.6 195,0 19.5,0 __ _ r- 86.0 114.7 195.0 195.0 73.7 38_3 195.0 195.0 - ;--- 86.0 107,5 195.0 j 195.0 76.4 114./ 195.0 195.0; 68.8 103,2 195.0 195.0 110.6 147.4 195.0 195.0 --• 177.8 195.0 ,.44,11 126.4 195,0 195.0 165.9 195.0 89.5 117.9 195,0 195.0 1.3805 184.4 73,7 98.3 195.0 195.0 118.5 T 155.0 63-2 84,2 179.8 195.0 139.3 172,2 73,7 92.1 195.0 195,0 122.9 184,4 55.5 98.3 186.4 195.0 195.0 155.,0 129.0 161,3 195,0 195,0 195,0 ... 195.0 110,0 138.2 195.0 195.0 193.6 195,0 103.2 129.0 195.0 195.0 161„3 L , 195.0 96.0 107,5 195.0 139,3 172.9 73.7 92.1 19.5.0 195.0 121,0 151,3 64.5 80,6 183.5 195.0 195.0 195.0 114.7 172,0 195.0 ; 195,0 1---194.4 195.0 98.3 147.4 195.0 19.5.0 - 172.1 195.0 91.7 137.6 155.0 195.0 143,4 195.0 76.4 114.7 195,0 195,0 . 122.9 184.4 65,6 99.3 1136.4 195.0 193.6 195,0 103.2 154.8 195.0 195.0 165.9 . 195.0 e6..5 132,7 195,0 195.0 154.9 195,0 82.6 125.8 195.0 195,0 120.1 193,6 68.9 103.2 195.0 195,0 195.0 195.0 117,3 164.2 188,6 1.95.0 100.5 14.7 176.0 195.0 133.9 131.3 195.0 1 195.0 - 195.0 195.0 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS 1111;790W AIMS. ANCHORS TYPE 'A' & 'C' ANCHORS 1-1(11. '8' 1f/0 SHEAR CLIP •151T11 SI1EAR CUP WEI41 OR 11/0 SHEAR CLIP WIDTH HEIGHT AT 17" O.C. AT " 0.0, AT 17" 0A:11AT 10" 0.7. AT 17" 0.17. .AT 10" 0.17. 78" 24' 28' 30" 186,2 195.0 99.2 1 155,9 195.0 195.0 195.0 195.0 159,6 195.0 85,1 I 136,1 148,9 195.0 79.4 127.0 195.0 195.0 195.0 195,0 110.6 1 165.9 195.0 195,0 195.0 195.0 177.8 1950. 94.8 142.2 195.0 195.0 1 107.5 150.5 172.9 195,0 92.1 129.0 161.3 195.0 86.0 120.4 195.0 195.0 195.0 195.0 195.0 195,0 195.0 195.0 PERFORMANCE VALUF,S OF INS'l'ALLATION'ANCHORS REFER TO SHEET 5 FOR DEIA11_,5 ANCHORS TYPE '.4.' & 'C'' 1cC 0 S PE '13' 'WINDOW DIMS. SHCAR CLIP 111T11 SHEAR CLIP 'FIT OR 'VC SHEAR 'LIP '1113114 1-1FICHr ... " 0.e.145 to" O.C. AT. 17" 0.17. i kr IV 0.0. AT 17" 0.C- AT )0" 0,0, 26' 195.0 195.0 149.4 ! 195.0 195.0 195.0 3-3/8" 195.0 195.0 151.9 i 1'..5-13 195.C.) 195_0 19- 1/6" 50-5/5" 195.0 1950. . _ 153.5 i 191.9 , 195.0 195.0 53' 195.0 195.0 123.3 ' 195,0 195.0 195.0 74-1/4' 195.0 195.0 130,8 195.0 195,0 105.0 26" • 195.0 1 195.0 107.8 161,8 195.0 195.0 38 -3/13' 195.0 195.0 109.6 146.1 195.0 195.0 26-1/2' 50-5/a" 195.0 1--- 195.0 110.E 1018.5 195.0 195.0 63" 167.0 195.0 89.0 165.8 195.0 195,0 74-114' i 77.1 195.0 94.4 151.1 195.0 195.0 26" 195.0 195.0 3 '15.9 154.5 195.0 195.0 38-3/8 147.3 195_0 _ 73.5 104.7 195.0 195.0 37' _ 148.8 136.0 , 79..3 99,2 50 -5/8- 195.0 195.0 63' 119.6 195.0 33,8 111.6 181.4 195,0 26' 191.5 195,0 '102.1 136,1 195,0 195.0 42' 33-3/8' 129,7 3-73,0 1--- 69.2 92.2 _ 1950. ; 195.0 50 5/8" 131 1 163,9 69.9 97 4 195.0 135.0 26* 195.0 195.0 107.,6 161,4 195.0 195.0 53- I/8' 1 72„9 , 109,3 195,0 L. 195.0 38-3/5' 1.36.7 , . TYPE 'A'- IY.11L4NCHORS% SEE ELEV. FOR SPACING IR" DIA, KWIK-CON II BY '1:11LT1' (Fu=163 RSI, Ey=157 Djk ULTRACON ey .E.LQ_cy (4'6-177 K51, Fy=155 KS1) INTO 2E3Y WOOD BUCKS OR WOOD STRUOTURES -1/2." MIN, PENETRAT1GN INTO WOOD THRU 1 BY BUCKS }NTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC, OR MASONRY TYPE .1/4" DA. KWIK-CCN BY '82,11: (Fu=.16.5 15"/ r<S11 1/4" D.A. U.LIRACOIS BY 'ELCQ (l'ir./ 77 K51, Ey= 155 I<S1) DIRECTLY INTO CONCRETE 1-3/44 MIN. EMBED INTO CONCRETE TYPE #14 SMS OR SELF DRILLIN_WREW,S (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK, 1 /8") INTO METAL STRUC1 URES STEEL i 2 CA, PIN. (Fy = 35 K.SI MIN.) ALUMINUM : /8" THK. MIN. (5063-T5 MiN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,aPIOAL epoc oisTANcE INTO CONCRETE AND MASONRY = 2-1/2" ON. INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. ‚3' ANC1I01..'LAI WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI C-90 HoLLOw/FILLED BLOCK AT JAMBS f'm 2000 PSI M. r: JAVA0 CM FLA. PE \ ANCIIOBS 361TII SHEAR CLIP • •• • • • •4ip CL7 • • • • • 'i3H • • • • 40:1 • • • try •••• • • soi • • • 03 •••• • • •/,.-1 • '•th z 0 1- 41 Cr 0 -41l! Ct a 2 cf' 0 0 0 tt-Ik' X .,: 0 i id. 6 4 w ,r1 ''1 tr) 11 h • • • 1:-• • •'": (i3 L' • • • • 25 C4t • • • • • PRODUCT RI ViSui) tomplyins Florida Building Code 0 Accept$ince '11.(.5 i f 1.3-95kat!o4l)Ar.?7„.":- • '7 .; e'" P°Y 1.7riale 1-`ri)(i3let ("o Itr'ro • • • r . ......n Th AL-FAROOQ CORPORA.TION „a ENGINEERS Sz PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 331741- 978 C TEL TE(305) 264-FAX. (305) 262,6 S100 i PERFORMANCE VALUES OF PERFORMANCE VA :LIES OF ALUMINUM 13UCK FRAMING DETAILS ALUMINUM BUCK INSTALLATION ANCHORS ALUMINUM HUCK INSTALLATION ANCHORS 114" ANCHORS WINIIOW D MS. INTO MASONRY 1/4" ANCHORS' INTO WOOD WINDOW DIMS. 1/4" ANCHORS 1/4" ANCHORS INTO MASONRY INTO KOOD REFER TO SHEETS 3 THRU 6 FOR WLNOOW CAF-'AC,iiES USE LOWER APPLICAOLE VALUES. EMIIIIMII EXT,(-1-)/INT.(-) .XT.(,f)/INT.(-) WIDTH HEIGIIT ESZERNI EXT.(4)/1141.(-) 24" 28" 195.0 195.0 195,0 195.0 4" 28" 195.0 148.0 190,3 i 126.9 30" 195,0 195.0 " 36" 177,6 118.4 36" 195,0 1 c,15.0 48 36" 148.0 98,7 NOTE: 42" 195,0 169.1 42" ----- 126.9 84.6 ALUM FRIC,K ANCHORS TO SE INTO 24" 4.5* 195.o 148.0 48" 11.0 74,0 CONCRETE AT HEAD & sia. MAY OE INTO FILLED C,%ili AT JAMBS, 54" 195.0 131_5 24" 195.0 131.5 1 i' 7.6 118.4 28' 169,1 112,8 I' 66" 151.5 107.6 54' 30" 157.9 105.2 I , 72" 148.0 98,7 36" 1.31.6 87.7 I 78 135.5 91,1 42" 112.8 75.2 Fffl 1 84" 126,9 84.6 24" 177.6 118.4 I 24" 195,0 195.0 60" 28" 1-52.2 101,5 1 I '2,8" 195.0 195.0 30" 142.1 - 94.7 -i I GE:hiERA:. REY. - CG! W11DQAS & .DOORS wvor, TO 26' 0 fraC • ••• • :1 1 fn n 0\1 IA1 'T'41 30" 195,0 195.0 36" ----- - - ------ - 118,4 . ______ 78.9 ,,,i- ,.', • _ 36" 195,0 169,1 24" 195.0 1.34.5 - - 42" 11)5.0 I 45.,,") 56" 28" 173.0 115.3 #14 SMS AT 6" FROM ENOS 2,.) - , 14 SMS AT 6" FROM ENOS 48" 1933, 126,9 30" 161.5 107,6 /-112-51-11 .,..." 24 0.C. MAX. AT JAmus ilst JRJLJ 7"-24" 00. .1.1.AX„ki- JAMBS 54" 169.1 i 12.8 24" 185.0 123,3 1-i• Lci --.c , ,L_______., L---.7---, 1--.t - ..- 17 0.C. 1.4.AX AT ft:AD/GILL ''.:: 2 , r.----11.1 , z 17 0.C. MAX, AT HEA.O/SILL, - --i CC.%;..---_-:; (-'.-',,P" 60" 152.2 101.5 72" 28'' 158.5 105.7 . r, 7,-.21 , 't 1 , v) linrvic; • ll-,.) 66" 138,4 92,3 30' 148.0 98.7 '--• - I -I' :.,' .. - t51 ( .:,' 72 125.9 84.6 24" 170.8 113.8 41_, :,_.,...,_.,-, 11 .e., 1- 1 -/- --ir i ___ - 1 1, -, 1 t--, ; '-.= • .,--.. • • ----;:-i_i 1 ''. til cb,._-,,, 78" 117.I 78.1 78" 28" 146.4 97.6 _, -c._- - - --li •••• 81" 108.7 72.5 30' . , 136.6 .7; 1, -lc i/ . . / ,- . .1 - I. ---------23 ?_ L.- . •••• 24" 195.0 195.9 24" 190.3 126.9 ,Z1"111.n'_ - ---i - -- - - - ' - ,--- 1 n • • • 28" 105.0 - 195 0 84" 28 I 53.1 103,7 z. ' 1 . .4 - t. - i '1 1 f , • . . ,,.. ---.. ---k 1 ..„--'''''' • - ? • • • .30' 35" 42" 195.0 195.0 195.0 169.4 157.9 135.3 9 -1/5" 26" 38 -3/8" 50_5/8* 1950.i 1,95,0 , 195.0 1 19.5.0 105.0 176.1 .4 .. .d f)....., 1 ' • -, - ,:- 1 ‹, 1. . , 1..\ ,,.. _. , ; ,. :11/4" DIA, 10/11-<-‘'ON/ULTRACON 1 , \ , , ,, •-• ..,L/ \ 1-3/8 MIN. comc. EMBED \--- , ..,:. , - , •••• • #14 SMS • • • --,. 1--1 /2 " MIN. WOOD EMEL(0_1• • . 30" 48 1950. 118.4 63" _ 1,95,U 141.5 2 1/2 -i--------4 AT 6" 1- ROM ENDS AND MIN, i t 24 O.C. 9AY. AT ii A MEIS --AT 6" FROM ENDS ANO : 24" O.C. MAX. AT ..iA1.4a,<: 54-" 195.0 105,2 71- I' /4" 180.1 120 1 1--,-- EOGE cp,s1-. IT' 0.C. i.,',AY,. AI 86AO/SILI. ..., 1" MIN. _ 17' O.C. MAX, AT 1-15-kr_L. "SILL - • • 60" 66" 72" 177,6 161.5 148.0 94.7 1 86,1 78. 25-1/2' 26" 38-3/8" 50-5/8" 195.0 195.0 195.0 167.7 190.6 127,1 INSTALLATION TYPE '5` INSTALLATION TY?E '6' 78" 135.6 ____. _ 72, 63" _. ) 53,2 102. INTO 1AASONRY 28Y WOOD BOCK CR WOOD 1;TRUCTURES 24' 195.0 195.0 74-1/4" 130.0 85. 7 28' 195.0 169.1 26" 195,0 i 77,2 TYPIC.A1 iNSTALLATIONi-Th T1\11.- 30 195.0 157.9 ,,55 - 3/8" 135,1 120.1 ON ALL FOUR S1DES/USING ALLANUN BUCK SYSTEM 35 36" 195,0 131.6 50-5/8" 102.4 91.0 i 42" 195.0 112.8 63" 82.3 f 73.1 48' 1 8-5,;) 98.7 53-1/8" 28" 185,2 54" 154,4 87.7 ,78-3/8" 125.4 i 83.6 60' 148.0 78.9 24' )90,3 169.1 - 2. f..00 - 28' 153.1 145.0 --1 .8413 -- I --- r ,--,C65 E, , ,, ,- (.."-i_45,j' . 1 1 -T- , .., --) 30' 1.52.2 135,.3 '055 -- - - - ,552) if-11I 42 36 126,9 . _ . 7 - "----..-_3 1 EnJAVA° A./-L1.'AD g: REVISED 1.125 PROINJUI 42* 101_, 96.7 -12 c___._ „,..i ' eL e. 1.1310111with thHot Ida 11 FLA, PE' ; 70592 vs c,9; Codie 48' .54" 95,1 84.6 84.6 75.2 !------- 1.14361"-{- ,-- --J.. _ 14:;''L - _ I --,-1 t- CIL N 3336 1:-11.61.thilit, Iiiix:Pli'rial.1,1i1:1illufDiN.:144'31...:,0-Cffs:..r,1,1:1'77-7-_.;..4.--,:.,k5 125-1 .903 LUMINUM BUCK OPTIONAL COVER . mimili Do.tc.Prodvo Colitrol r drowina no." 1 - W99-04 sheet 7 of 7 , 5063- T6 5053-1.6 JP115 , MIAMt'W, DEPARTh] ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (N()A) CGI WINDOWS ANI) DOORS, INC. 101100 NW 25 Street Miami, EL 33172 Scot : 1111AM1-DADE (.(31JNTY PRODUCT CONTROL SECTION 11805 SW 26 Srieet, Room 208 Miami, Florida 33175.2474 T (786) 31.5.2590 P (756) 315 2599 ttww,tatiamidade,govleconon This NOA is being issued under the applicable rules and r'egu1ations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County REA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.i). 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 AEU (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 faits to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AiHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R1R reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this proc4ict or inateria44is to meet the requirements of the applicable building code. • • •• • • • • • This product is approved as described herein, and has been designed to comply with the Florid. J Ming Cue % ; including the Nigh Velocity fiurrrcane.Zane:—�... �•••.•• •• • DESt RIPTION: Series Sentiuel'1,50" Miiiiaii►iun: Sliding Glass Door w/ wo Reinforceltuen'l %L.''I.T..., . APPROVAL DOCUMENT: Drawing No. W10-31 Rev K, titled Series "l50 Sentinel. Allu,ai;yyy.Sliding CiC 5s •••••• • •••••• • • •••••• • . •••., 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,•1.re :tired by 1-.1'ritooq ••:.•' Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed by Javad A1'itinc4,:P. E., beagi►tg the • • • •: • Miami - Dade County Product Control Revision stamp with the Notice of Acceptance numbe► artd i vision date by •. • •••.•. •••••• the v1ianti-Dade County Product Control Section. •.. • •• • MISSILE IMPACT RATING: Large wind Sinall Missile Impact Resistant •' ;•• •; Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AW-WJ. 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 shall controls for the entire assembly. 3. Max shins not to exceed'/<" at Head/jambs & 1/" at Sill O / high strength poured &. hardened grout). The Sill to be installed tv/ anchor type B-2, directly into eonc, 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", doted herein. R.ENE\VAL of this NOA shall be considered attei' a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERIYI.INAT.IOrN of this NOA will occur aster 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 sates, 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 Mianti-Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPEC'i'ION: A copy of this entire NOA shall be provided ro 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 1 and evidence pages ]-1 & .E-2, as well as approval document mentioned above. The submitted documentation was reviewed by IsIaq 1. Chanslat, P.E. MIAMI D }ADE` 441COUNTY) NOA No. 14-0627.15 Expiration Date; September 22, 2020 Approval antes Mart -At 05, 2015 Page 1 CGI NDOWS AND DOORS, INC. NOTICE OF ACCEPTANCDENCI SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and 2. Drawing No. W10-31 Rev K, titled through 16 of 16 (inclusive sheets 1. Farooq Corporation, dated 05/20/10 Javat Ahmad, P. E. sections. Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1, prepared by Al -- and last revised on FEB 25, 2015, signed and sealed and by I3. TESTS I. "Test reports on: 1.) Air Infiltration Test, per PBC TAS 202-94 2) Uniform Static Air Pressure Test, Loading per T`BC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact "Pest per FBC, TAS 201-94 - .... 5) Cyclic Wind Pressure Loading per FRC, TAS 203-94• • • • • • • 6) Forced Entry Test, per IBC 2411 3 2.1., 1 A.S 202-94..... . . along with marked -up drawings and installation diagram of 6-panels Alum SCtS•w:.l'ockets •• OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3'fltyil & .' / 1. dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Pa+t4:J,f'; . . • • • (Note this test reports have been revised by an addendum letter dated SIP 242GJ:I' issuad t-ty .. .. Certified Testing lab.) . • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure 'I'esi, Loading per l�'3;7..1 • 202;} 3) Water Resistance Test, per FBC, TAS 202-94 ... 4) Large Missile Impact Test per FIG, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 241.1 3.2.1, TAS 202-94 along with marked --up drawings and installation diagram of Alum SOD, prepared by Hurricane test Laboratory, LI.C, Test Report •No. IITL-0080-120E-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 ol:'Alum. SOD (0X) prepared by Architectural Testing, Inc., Test Report No, ATI-00733.03--450-18, dated 08/09/12, signed and sealed by Vita J. Abraham, P. E. (submitted under files #13-1121.08 /1112.0821..16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with IBC-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 Ahwad, P.E. 2. Glazing complies w/ ASTME-1300-02 -041 Fes,'. -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RE (stiaq I. Ciaanct:a, P.E. Product Control Examiner NOA, No, 14-0627.15 Expiration Date: September 22, 2020 Approval Date: Msarcla OS , 2015 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. M ATERIAL CERTIFIC.ATIONS 1. Notice of Acceptace No, 11-0624.02 issued to EA. DuPont DeNemours, inc. for the "DuPont Sentry Glass® Interlayer", expiring on 01/14/17. 2.. Notice of Acceptance No. 1231..08 issued Eastman Chemical Company (MA) fonner Solutia Inc. for their "Si -Alex. CP-Saflex and Saftex HP Composites Interlayer w/ PET core", expiring on 12/11/18. 3. Notice. of Acceptance No, 124213,02 issued Eastman Chemical Company (MA) former Solutia inc. for "Saflex Clear or colored glass intcrlayer", expiring on 05/21/16. F, STATEMENTS •••• 1. Statement letter dated 06/03/14, compliance to FF3C20 I 4 (51h edition) and .1To tnocial•••••• 3. Lab Compliance statement, part of above referenced test • report. 2 Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signw.14,0.sealed hy• Ramesh Patel, P. • interest, prepared by Al Faroog Corporation, signed and sealed by Javad •••• • . . •• . •• .. • . 4, G. OTHER . . ...... . .1. This NOA revises &. renews NOA # 13-1121.06, expiring on Sep. 22,2.01.5.' : ... 2. Test proposals II 13-1098, approved on Oct 02, 2013 and revised on Pif,-4341, 201t1, .. signed by Manuel Perez, P.E,, test proposal # 11-1225 dated DEC 16, 2011_ signolgP: Jaime D. Uascon, P.E. Test proposal # 09—.1073, approved on Nov, 05, 2009 and E-maail test: proposal dated 07-19-2010, approved by BCCO. \ isiit P.. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22, 2020 Approval Date: March 05 , 2015 E - 2 THESE DOORS ARE RATED FOR I_ARGE & SMALL MISSILE 'IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING LASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE. EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY MTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2t3Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OE THIS APPROVAL. A LCAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOCIO ONLY. MATERIALS INCLUDING 13L/T NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIQNS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 moDUCT Wit iSED (14754140754 ',kb Floriet. BHk- , Acuptaimettk:Y-- - explettOca Welk, ' !.: DETERMINE DESIGN WIND LOAD REQUIREMENTBASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOFi CAPACITY FROM TABLES ON SHEET- 7 FOR THE GLASS TYPE AND !REINFORCING TO USE. STEP 3 USING Cl-tAR TS ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 A8OVE, STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALT APPLY TO ENTIRE SYSTEM, LAMINATED GLASS AND 0 . 1 • s::::: I:... 60 • t: 1 (.. ins„,i— ;.;,.t.c....-'. : ,..1 o t, tex tu › al. '3 i CY i '7:5 1 0 I!! •eR • • ir3 (y) i 0 , er) ! ) L. < '----'1-; C)..:447.•,)-, ,±H CI , ii,i. ,F Z.-,z ;4 • , • 04- s„,.e L.c3 1 _2°,, • ° _ _ _ .=-:. r •<"7... _:"" 4 . , ; • • 3 , , - 1 • • • • • i I '11 t91- (c--)1-. -' .1:.1) la .. i -0, •;') 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • (7-,, 6-7 LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT ' frigr, JAVAD APIMA.0 CML FLA, PE 1 70592 C.P.N. 3.53.S' (3EB25L015 43 PER 0 Lk G f“ [ W10-31 (sheet 1 af 16 .7 _____._ z 9c 1 4" MAX. 48 1/8" i OM. PANEL WIDTH DE MUNTiN OPTIONAL_ FA� POCKET JAMB (SEE SHEET 4 & 6 $r DETA1L M ON SHEET 13) (1) 41CP CLUSTER (2) BUJ' Q1151ER 2E2 1 3/ 16" MAX. DOOR FRAME WIDT.H ANCHORS IN PAIRS r' AT HEAR`/SILL f'u,AMH3 SILL TYPE 82 ANCHORS 2 OR 3 PAIRS Al STILE ENDS IN1O CONC. / AT 3" U.C. SEE CHART ON SHEET 8 FOR CAPACiT' (2) 34£if' CLUSTER 1 8" 8 (2) WEEP CLUSTER TYPICAL ELEVATION TESTED MT HEAD ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" 0.C. i4 SEE CHAR!' ON SHEET 8 FOR CAPACITY REINFORCING AT INTERLOCKS OPTIONAL // SEE SHEET 7 FOR CAPACITY 14" MAX. HEAD/SILL SEE SHEET 8 48 1/8" PANEL WIDTH 1--__' 8. _-- HEA21OACK ANCHORS 6 MAX t> 1, HEAO/SII 1. 1 CORNERS 8" (1) B£EP C USTER D,1,0 HEIGHT = DOOR FRAME HEIGHT - 9 11/16" 0, WIDTH - NOM. PANEL WIDTH -- PANEL HEIGHT = 1300R FRAME HEIGHT -1 3/15" to 2 TRACK `j¢ JAMB ANCHORS i ' a 2 1RACK SILL ANCHORS Era jr; .1A0AD —Al ItAD COOL FlA Pi•. I 70592 3y38 .5 2015 x Ic n ItA !A cLa J� • • • I • • t �,1 ••••i4,2 • ••••#iz • • • .t, • I ••• ti Lti• • Ci •N V1 • • • • i. ! r vs 0• •,:•L L•1 Z✓ is• • • • •i •rz �f _ G"r • r • •� • 4 •-! "Lla (r • .--_ r.- • •• • "OAUc"F tti(VISElx toppling with t#e FIurit BoidintCock' A t•ass !McrExphitim Dias - r 0 0 "1 to rr n a 5' 3' 1 f '''-. '• 1 (P... ; ...a. - I FALSE MU NT; N OPTION (i) ANCHORS iN PAIRS AT HEAO/SILL/JAMBS : : ' 190 9/16" MAX. DOOR FRAME 'MOTH 2 TRACK HEAD ANCHORS t6AY : 0HEAD/S1LL) \ . -- - , k.,-- 9 --.,- -- - -,.. CORNERS — L 44.li F — 1 __.] tj__T - --- ' i --/-- - - ' - ;11F-± - - I SILL 'TYPE 62 ANCHORS 2 OR 3 PAIRS AT STILE ENOS _ AT .3" 0.C.% SCE CR4RT ON SHEET 8 FOR CAPACITY 14' MAX.HEAD ANCHORS 2, 3 CR 4 PARS HEAD/SILL _ AI :'31:1LE1 ENDS AT .3' 0.C. SEE SHEET 8 SEE CHART ON SHEET 8 FOR CAPACITY TV. 42 1/8" REINFORCING AT INT CRLOCKS OPTIONAL SCE SHEET 7 FOR CAPACITY 42 1/8 OPG, 48 1/8" 48 'I /8" PANEL WIDTH PANEL MOTH 14" MAX. 1 i (b 1) I --_,./ 4 r --1--- -- -;.--. I '._.; [ (2) xr? CltriTER ,—_—_--- mvp. 0.t.isriR (2) v.0 CWSU .3" TYR, (TESTED UNIT) TYPICAL L_t_- VAT ON . _ (2) *U- P ak.ISIR (0 VV.? CI.T.,KA [REFER TO PAGES 9, 9A, 1 1 & 1 1A FOR WEEP SIZE, 1 ten: 2 1RACK ft: JAMB ANCHORS 101 ". 3 2 TRACK SILL ANCHOR Co_ • • • • ) z M 0, 0 'm • V I N 0 .0 C,) a Fe' CO O D. O .3 < 117; a IL, '13— . • • _., 0.„ .,-44•2 1 ; il F 6 Lf. , ) ,,. , , ,, 4 . ± z 2 .4.....- ),-,' .• . , ? „ , , ,, -1. :;.. ..o i. : : "le :: 41 -.- "141. (:::1: 11 • ' --j1::: I ...—._...5,..),.....,,LO 'Y I! I 1,4 et 0 ril j C rn i tk 1410 Sei3flor di ...1 *L-e,-) - 1 . 'IL' r L D.L. OPENING 0,t_.0 HEIGHT DOOR FRAME HEIGHT - 9 1 /le" U.L.O. WIDTH ---, NOM. PANEL WIDTH - PANEL HEIGHT DOOR FRAME HEIGHT -1 3/1 .6' Env; JAVAD AHMAD CPPL FLA, PE. 70592 CA.N. 3,538 ;, • • • • • • • • • • • • DOOR FRAME DOOR FRAME W. tir Ai XXX (SHOWN) OX X xX0 XXX (Ht-vcRsQ DOOR FRAME 'WIDTH "X. _ . xxxXxx (s-owR) OxxXXO DOOR FRAME WIDTH r. XXXXXX (StOW) DOOR FRAME WIDTH X XX X X 0 (SHOWN) 0 XXX X 1 APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS THREE (3j TRACKS FRAME WIDTH r— NON -RENE. INT ERLOCKS PANEL WIDTH SEE CHART ON ----,...---- ---'' HE-T 7 1 NON - REINF. INTERLOCKS SEE CHART ON ---i, SHE.ET 7 i I . -,„ I I, 11 =2- fli ) EXTERIOR t7-_=_•!! PANEL WIDTH 'ZIT) 1 k (4) or- RUNE, INTERLOCKS SEE CHART ON - SHEET 7 PANEL WIDTH • [ FRAME WIDTH FRAME W I Ol'H t.---/---, ---1------ , 1 I .- — `‘..?..) I t — OA) — EXTERIOR NON -REINF, INTERLOCKS .....---- SEE CHART ON - .101(001)CT kfiVi4k10 SHEET 7 es itergAittg Witt the Floridt. Igo 1Y,- o41- 7- i ! NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION 16,041! , ,.,.ed.,I.i.4=4,1,1 ,,f-i:=,.-- 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3, FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13, 4. DOOR SHAH.. MEET EGRESS REOUIREMENTS AS APPLICABLE. PER FBC. _ FRAT.TE WIDTH EXTERIOR ! i t ! .NOM. PANEL WIDTH .. ,..4 (H.) (H) I I I iL PURPOSES ONLY. - FEB 2 r 0 r"! < 2 Ei Ce 0 0 t r9 CY 0 0 rt o CV Stj ° i — mj crs j < 6 t I r4 01 at- ,1! I ,Y! <73 • • • • • 0 c.„ PL. • • • 0 • c,? • • • -"- •••• cat 0 • I * • •• sI •• •• •• • •0 • • • 0, j • • • *11 •..°0 - ! — ar-fi 00 • fY; :27 • • fl — • • • • • • • • .flgr. iAVAD AHMAD (NIL # 70592 CAN. 3538 "., CU) 0 '6 'a-74 Its ' ig -5 Idrnwing no, I, W1O-31J fsheet of 16j F- M 0 0 ..L _ T'' Lt d FRAME W. PXXX(SHOWN) XXXP DOOR FRAME WIDTH CO) - ah_1" (H) r - - DOOR FRAME WIDTF-I ri'ANEL WIDT..i NON-REINF. INTERLOCKS I-- ,___,,,,,-- ).1 - ,-- SEE CHART ON SHEET i - i' L.............., -.,..,...,..-....*y,...5. 4, ,„.., 1 r. L i' , ..Y . ',•.e.W.,4„..;:,.„..., 1 ..„. i 1 a 0 0 P X XXXX X P ;SHOWN) DOOR FRAME WIDTH 7=! t t! h- L tj I PXXXX X X(SHOWN) XXX XXXP DOOR FRAME WIDTH 11 11(t.i\ - PXX X XXO(SHOWN) OXXXXXP 0 0 0. - 4 (m PANEL WIDTH POCKET Mir!' NOT BY CG NOT PAPA OF THIS NOA _-_-4 _-_-_- --0,--- 1 . L 0 fl. 1 I I I EX rc.RIOR H) !EEEOLED CONFIGURAT1ONS PCICK ETU) DOORS (NON-REiNFORCED SHOWN) SEE SHEET 7 FOR OF. AND RErNFORCING OPTIONS THREE (3) TRACKS POCkETS ARE: NOT FART OF THIS APPRovAL AND TO BE EMEWED BY AHJ. r4Wa1JCT kir:VESED coveying wM Firnirlt. Baidiros Coo* Axiitgattaat• Pie rindrOttSoa Data • ! • ! f, Mott DadcProdsact Coolirui DOOR FRAME WIDTH NON-REIM', INTERLOCKS „I -SEE CHART ON SHEET 7 • r.-.7 1 ;. , ?......7"-....K. k. ...`.',..-I— , EXTERIO/R "----" I r I I DOOR FRAME_ '`o't0II-r NON-RENE- INTERLOCKS „I -SEE CHART ON SHEET 7 ; irri EXTERIOR DOOR FRAIAE. WIDTH NON-REINE. INTERLOCKS A-- SEE CHART ON I SHEET 7 I -II i ,-_,, EXTERIOR _ (i) I I ; (14) I - PANEL WID11-1 PANEL WIDTH 1 0 1-‘ 0 -1 ---1 (N.) NOTE; I, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPI_ICABLE NON RONFORCE:D OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3, FOR ANCHOR DI:TAILS SEE SHEETS 8 THRU 13. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER EBC, • • • • • • • • • O i- f: 2 Ce • ral tx O 8 0 O r.. O 4 akit"" - • (-4 • • • • (my: JAVAD AHMD CL FLA. PE 70592 CAN. ,35.38 / '1:q:13"'; 640'15 w DOOR FRAME W. X0 (SHOWN) OX ,00OR FRAME XX DOOR FRAME. WIDTH I I OX0 (SHOWN) OXO (REvESsE) DOOP FRAME WO i isc.4 1,1 tP i3 i — -.?'•;' ; f •-r- °.; OXXO XXXX (SIMILAR) EXTERIOR MAX. t- RAVE MOTH ROM'. INTERLOCKS SEE CA lART ON / SHEET 7 (6) r NOM. PANEL. WIDTH MAX, FRAME WID11-1 RENE, INTERLOCR'S --SEE CHART ON SHEEJ 7 . _ a -a 0---, Lt1„_ I _..,„,_ _ • .1 t__ ' ___vi t ; 1 L ; 4-- "E X T E R 0 R 1 (4) c-LI2.----"'-- ,_ 1) i — f•I‘OM., PANEL WIDTH -- I X 3/4" SMS r 4 AT '14' — • t a XTERI Of"-• MAY. k'fAME WIDTH LJ "NIE _I 6-1 MAX FRAME WTH -------,---.4.12, __,; 5„ i ....- z7-7—k. ,,•.„, ' -7.1 , -1- , -1 • - -`,1 -If— ! 1 7.- li I L.—IL_ l' i i•''' '''' ; I,=,.., _r_.___ . • 1 APPROVED CONF1GURATig±1,5 NON —PQCKETED OPORS (NON -REINFORCED SHOWN) SEE. SHEET FOR Dp AND itEINi*ORCiNS OPTIONS 179 TBACKS EXTERIOR PANEL WIDTH REIN'. ;INTERLOCKS —SEE CHART ON SHEET 7 ---1 ----- -.'"'' -... . ......./..........._ k i ITT-7,--,--- -- -----j I-- --- i 1 r 1 i NOM., PANEL WIDTH • • • • • P- ie • - 6 N M 0 0 • d C4U. O ti • ?:t ry • rr O tz, Ei 4 • (') • tt L9 LIA Z ra2. • 6 15 ,171' (el) 47 1 C?, ' °I0 LI-ti •o , '- , p i ±-- • A • • • • • • • ,, Iti, • • ''' V) 1,11) r---• tr.,, • g ' N. - "-. } 7 , c:# % ! •T z.• z ,•: 4 0< ..oc,s-..2,,...2.:3 — A I • ):..). ,--- .`'.-. W. r(7:17:07(101.• 4 .."..),1 • . • • i • • • • L I I I kiv, ,.. -, ,..3, I ‘I 6 1 7,...,,,I 1 0 r; W a. C, C, • • • • li • • • LE::: • • • • • • • • • J . . • • • • • • (WOO' 11.1WiSED otvijrisia with the 1%f4ds. &Ming Coife Acceptant* ow, • L(-t MultiDt1e Frodust Ct.tittrai NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE sHEET 7. 3. FOR ANCHOR DETAILS !--3EE SIEETS 6 THRU 13. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Eng,: ..I.AVAD AHMAD CiVIL FI.A. PE 41 70552 CAN. 3538 ./, FE8-2 2015 • ; I sH 1 I 0 5, 1‘ • -0 .4 drawing 1-10. W10-31 sheet 5 of 1 6:1 • POCKET CAVITY NOT DY COI 1-NOT PART OF INS NOA DOOR FRAME WIDTH (PA) EXTERIOR rrm LL! 1 0 (M) EXTERIOR i 1 I IL. t4.1 Ji-------1 YE Y. 0 E 0 0 ( 0 ....t-,.. I 1 <4- DOOR FRAME WIDTH NON-REINF. INTERLOCKS r-SEE CHART ON / SHEET 7 r DOOR EIRAME WtDihl DOOR FRAME WIDTH , PX (SHOWN) XP ,pooR FRAME W. I IL0 F 1 0 E ol PXX (SHOWN) xxp DOOR FRAME W PXXP DOOR FRAME WIDTH PXXXXP DOOR FRAME WIDTH PXXXX (SHOWN) PXXXO xxxxP OXXXP 1J :X 0. j EXTERIOR f' • L - - 3. DOOR FRAME WIDTH f.A.)N-REINE. IINTTE_RLOCKS -1.-sEHEE.ctOTH7ART ON - , 1 I 1 EXTERIOR 0 ; 0 ; F L_ ----.'-'-- I . 1- -1 4.F-1--- Iti--- rt„......., 1 It -7- (-...r) NON-REINF. / -SEE CHART SHEET 7 f (m) EXTERIOR DOORFRAMEWIDTH INTERLOCKS J) (--L- NOM. PANEL WIDTH APPROVED CONFIGURATIONS Eac_.41ELET _CL. DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR Dp ANC/ REINFORCING OPTIONS TWO (2) TRACKS NOTE; 1. CONFICAJRAT10NS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7, 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICAKE PER FBC,. 0-i (Ki) POCKETS ARE NOT PART OE THIS APPROVAL AND TO BE REVIEWED BY AH.J. • • • • • • • • • • • • • 4I • • • • • • • • • • • . • • • • • • • • • • • efkODDCT kiNibEf) sic complying with the Florid*. Dulding Code Aeropionce Elpfrililickp Mar batag Dade ("cdottCl.arctrrel Engr: JAVAD AHIAAD CUL RA. PE# 70592 0704. 3538 FEB 2015 P L4 et E tt 0 ® -• g cc Q. 0 a 6 0 a < < fv- - w if• j , n < 1 P4 0 ) 1 drawing no. s W1 0-31 sheet 6 of 1 6 DOOR FRAME WIDTH XXXX (SHOWN) oxxx XXXO XXXX (REVERSE) DOOR 'FRAME WIDTH .717f2r.-• XX XXXXX X (SHOWN) OXXXXXXO COOR FRAME WIDTH H XXXXXXXX (s.,HowN) OXXXXX X0 DOOR FRAME WIDTH XXXXXX XO (so) OX XXXXXO FRAME WDTH NOM. PANEL WIDJH 1 -- - '. 1-1 t ---I 'i--- ,----_-,,-... I.„'- H ) , APPROVED cONFIGURATION5- 1\101-1Z.4 U./ORS (NON -REINFORC:ED SHOWN) SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS EXTERIOP, I I_ -11 NON - RENE, INTERLOCKS SEE CHART ON SHEET 7 1 t .j. i . r (1!-- -...';‘, 4, ) , c:i...-..‘1n-51 FRAME WIDTH E .TERIC)R (To .0; t: NON -RUNE. IN 1ERLOCKs SEE CHART ON ▪ SHEET 7 L 177„),..,__ • C --1 FRAME WIDTH NO}A, PANEL WIDTH. NON -REINF. !NTERLOCI--(s SEE CHART ON 7 - - (F-{ NOM, PANEL WDffl EkOOZJCT 11.1‘ V tbt: it sstoatobing with the ffir,51-idt, lesolvittiott Daft ''.."'-'' i , ,'n •'•1-0if;,„Z---'' WI, Proctort CoVreti CH, s-- () H1) , • NOM, PANEL WiDTN ,,----- ff.L'is:77-1 I -7,____=,_ .. i 't.,',- 1 1, G-1 __ ! i EXTERIOR -ln f 1. 0-01 4 2) (F) C,1 0> --- V) tO CY: C., 1 ,C, r'S I •• 0 ; ali 0 ,-._ ,.,„ • ,,-- *ft : • 1:10'.::- 01...1 1:-l'0„1:',. t'111"7:4C'71.1) 141_51'4' 4L1:..'':—'1'''' .4- 1;4 50 60,1 • • • irs VI 0 , 0 0 0,_11 • • • • • 1 • ,..c3 • • • ....,.. °' 2; • • 1"... S* "• • i- ; 4• AC 0 : •• • 7_7 0 11;u5.1-.,! , ‘401 :1 7,44,11 i...,- • 1 1 14 1 4 11. „ ,11 1 y 1,' " 11 t-- 1) 1 . ._ „. 1111 -, • - rj ,-7.-ii,L1 .f :I- !. P'•-i! 11 1 i 1 ._, 1 1 I • EXTERIOR (H) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER EBO, SHEET 7. CY • • • • • • • i• • • • ,d) 0 0 11; C. C3 DOOR FRAME 'ANICA1H .1-.' c A i PXXXX,SHOWN) xxxxP 0 in (_) 1.0 PP DOOR FRAME WIDTH PXXXXXXXXP (SHOwN) DOOR FRAME witnH PXXXXXXXX (SHOWN) xxxxxxxxP OXXXXXXXP LOR FRAME WIDTH PXXXXX X XO SHOWN) D_____c_QUEQVEA110115 eachETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR Op AND REINFORCING OPTIONS DOOR FRAME WIDTH , PANEL WIDTF4 - (m) NON REINF. IN1ERLOCKS /SEE CHART ON SHEET 7 _____ _ 1 - 1 i I I -- LI V ' - A , 1 ; ; , () EXTERIOR ------- -------- NOM. PANEL WIDTH r al ;4raall, . [ POCKET CA\AiTY NOT BY CGI NOT PART OF THIS NOA FQTR--t (4) TRACKS POCKETS ARE NOT PART OE THIS APPROVAL AND To BE REVIEWED BY AHJ. r 0 a. H) H) 7 FRAME Vii0TH NON -RENE, INTE.RLOCKS r- SEE CHART ON SHEET 7 A '1 FRAME WIDTH NON-- RE 1 NE. INTERLOCKS NOM. PANEL WIDTH - /MEE CHAN ON SHEET 7 1 ; li i 1 -- .4----, 4 A AA t- I 'r:•7.a4A"k„„„,_,I A 1 11 1 1 ; A A 0-0 F3) tT EXTERIOR (H) r (s-ti-) EXTERIOR 671‘;---) t H ) (JDFRA::<:-VI3DTH I 1 13 .--) ----A_-_:„ ' 1 i 64, NPANEL W101 H „.4 W/N-REINE. INTERLOCKS 5E1 CHAR' ON SI-A SET 7 fi74.0/J OCT IgaVISESA) es couptAgg wit4ttVk'Pleh Ilatititsigtodt „ hiPSEVOSPOr Expirkttots Mt! -;(‘47. t Matt IN NOTE: 1. CONFIGURATIONS SHOWN FOR 'al/Si-RATION PURPOSES ONLY. 2, FOR APPLICABLE NOM REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR ANCHOR DETAILS SEE SHEETS B THRU 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE, PER FBC, Eng r: JAVAD N. CIVIL FLA. PE 1 70532 C.A.N. 3538 - - z 0 Z u.i et • 0 O al rx O 15 0 8 O < O • cC • - t13 6 2 10 AA-1 cA 10 (1) • • •-• • •.-• O 17, O tiI•• • ct A'e DESIGN LOAD, CAPACITY - PSF (GLASS GLASS TYPES 'A"A i ' Nov, CODP, 11;;MBER Of INTERLOCKS PANE& 1413111 1.10,4E, Hui,,,,}{1 ppRELs Ir/o IZEINF. :'CHIS it:;.:::::::Q$ ALL°a° EXT.(+) I Kr.(-- ) 24-1/8 10 60,0 [ 60,0 i 80,0 50.0 30-1/8 10 :60.0 60,0 I 80.0 80.0 36-1/8 10 ao .o 60.0 1 50.0 80.0 80 42-1/8 10 60.0 60.0 80.0 80.0 48-- -1,,,a 10 60,0 50.0 80.0 1 80.0 GLASS TYPES & 'III' INTERLOCKS WITH REINF. EXT.(+) 54- I in 9 53.4 24-1/6 30-1/8- - _ar 36-1/9 84 42-1/8 - 4-1/8 .54-1/8 24-1/8 30-1/8 36- 1/8 42-1/8 48-1/8 24-1/8 :30-- 1/8 36-1/8 95 42-1/6 48-1/8 10 60.0 60.0 ;0 60.0- --600T-' 0 60.0 60.0 10 60.0 60.0 10 60.0 60.0 9 53.4 .53.4 10 60.0 66.0 10 60.0 60.0 90 10 611,0 60.0 10 80.0 60.0 9 60.0 50.0 71.1 50.0 80.0 80.0 80.0 _.. 50.0 80.0 80,0 80.0 80.0 80.0 71.1 71.1 80.0 80.0 80.0 80,0 60,0 80.0 80.0 I, 80.0 80.0 50.0 10 60,0 60.0 80,0 80. 10 60.0 60.0 I 80.0 1 .80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 50.0 9 eo 53.0 63.0 80.0 24-1/5 30-1/8 36-1/8 42-1/6 48- /8 54-1/8 24-1/8 3.0-1/8 36-1/5 42-1/8 4B-1/8 53-1/8 24- /8 30-1 /8 36-1/8 42-1/8 -1/8 10:e 106 114 10 10 1- 10 10 IC GLASS TYPES 'A, 'II% WITIf P.FINF. Ex-1.0-) NIX-) - 60.0 60.0 - . 60.0 60,0 - 60.0 60.0 60,0 00.0 60.0 60,0 53.4 53.4 10 - 60.0 60.0 10 - - i 60.0 60.0 10 - - 80.0 60.0 10 - 60.0 60.0 10 - - 00.0 . 60,0 9 - 53.4 53,4 10 __ _ 00.0 00.0 10 - - 00.0 60.0 10 - - 60.0 00.0 ... _ 10 - - 60.0 60.0 9 - __ 80.0 60.0 24-1/8 10 .... - 60,0 60.0 .._„ .... ..---_ 30 - I/3 10 60.0 00.0 6-1/8 120 10 - - 60.0 60.0 _ 42-1/a 10 - - , i:,:0.0 50.0 4 RLOCKE , INTERLOCKS MTH REINF. 60.0 60.0 -19 GLASS CAPACITY CHARTS 1 NOM. PANEL WIDT1 1 NOM. PANEL W1D-R _ NOM. PANEL WIDTH NOM. PANEL WIDTH APP1 ICA8LE MC EGRESS REQUIREMENTS 10 FTE REVIEWED BY AUJ. fi [-SILL RISER ITEMS E8 OR E8.1 ARE RECA.iIRED FOR LOADS ABOVF. +60.0 PSF ONLY. L Etplratia. Blot: `' Atettpteatt Akt :7' glY Ort,n17. • • • • • • • • •• • • • • ••• ••• •••1:Lr)':- ;-''';" • • • • • • • • • • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE EASED ON AST., 333- 0 9 (3 SEC. GUSTS) AND FLORIDA 113L111..DING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 Engr: JAVAD A.HMAD ervli. Fe.k PE 70592 C 3538 0, • • • ° • •;?* t- dawn 9 no. , W1 0-31 :sht. 7 of 1 6-) 0 F4' X EXTERIOR 3/16" ANN. CLASS .075" Intericyer Soflex CP With PET Core By Tostrnan ChemIcol Co.' \ OR \ \ .090' Interioyer , ,-••••••••• SoI;ex Cieor And Color Gloss \ \ -., • - i• ,f t:.Losisnon Chernicol Co, C' \\\ \ R,c))490" In 1ortoyer \ DuPont SentryGlos \ By 'Et. DuPont De Nemours & Co,, Inc.' 3/16 HEAT STREW D CLASS SILICONE GE SOS 1200 GOV/ CORNING 899 / 110W C,ORNING 99.5 SETTING BLOCKS 1 AT 1/4 FONTS CAN LITES WIDER THAN 36" EPDM GUROMETER 85±5 GLASS TYPE 'A' 7/16" OVERALL LkM. GLMS 3/16' HEAT l•-.1-9EN'D GLASS .075" Intedayer Scflex CP With PET Core By 'Eastroon Chemical Co,' OR .090" interioyer Soflex Clew- And Color Gloss \By 'Eastman Chornicol Co,' \ \ GB \ \ .090" Interloyer \ \ DuPont SentryGIos \ By 'E.I, DuPont De. Nemours & Co., Inc.' \ \ _ 3/16" HEAT STREN'D GLASS \ \ SILICONE r r? • OF, SC'S 1200 \ Oud CJ,NING 899 f DO'‘'i' CORNING 995 GLASS TYPE J33 Y/t OVEP.ALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON TITES WIDER THAN 36" EPOM DUROMETER 85±5 3/16" "TEMP. GLAZING OPTIONS 3/16" ANN. GLASS 3/8" AIR SPACE -, \ .3/16' TEMP. CLASS- \ \ 0. 10 '• \ \ \ '1 \ 1 I \ \ \ ,_ 3/16' HEAT STREW() GLASS \ i \ \ \ \ \ , t \ SILICONE GC SOS. 1200 \ \ \ I r DOW CORNING 899 \ \ ' \ 1 DOW CORNING 995 (Lily f s'*-7 / \ \ \ .075 Sonox GE With PET Core By 'Eastrnon Crierriico! Co; OR .090" loterloyer Sof lex Cleor And Color (3105c By 'Ecstmon Cheinicai Co." OR .090" Inter loye/ DuPont SentryGlos Py "ET, DuPont De Nemours & Co., Inc.' ; SETTING BLOCKs i AT 1/4 POINTS AU. EPDM DUROMETER 813±5 - Cu GLASS 'MTV 'Al 1" OVERALL 1NSUL. LAM, GLASS 3/16" HEAT -STREW() GLASS 3/8" AIR SPACE \ \ \ GLASS \ \ ,075" interloyer Sofiex CP With PET Core By 'Eostrnon C.hornicol CR .090" Intorloye.r Softet; Clear And Color Gloss By 'Eostmon Chemical Co.' OR .090' Interioyer \ DuPont SentryGlos \ \ By 'E.I.• DuPont Ole Nemours \ \ \ \ 3/16' HEAT 'STREW() GLASS \\\\ tfl SILICONE GE SCS 1200 I-00W CORNING 899 I DOW CORNING 995 SIZES & Co., inc.' SE" 1 IT (NG / PLIC.L.INCTKSS AlAI L. SIZES EPDM CIUROME (Eft 85±5 1 GLASS TYPE 'Di 1" OVERALL 1NSUL. LAM. GLASS AIR SPACE CW4SISTINC1Q.Ei /8" SPACER: ,0045" THI<. ST. STEEL RECTANGULAR SPAG•ER AROUND THE PERIMETER OF THE GLASS, Atioptamt.P40,,f r - iwpiration fkate--'777 :-**7I%"7 , . MIIA.Wirtzde met Cont Cr 'gr. slAVAD .A-iMA0 CIVIL H.A. PE 70592 C.A.N. 36 • • • •• • • • • • • • • •-P • • .tc; ••• ••• •••• • •• • •••• • • • • ••• 05 os 4 c.: 0 , co 1 10 30 39 01 3,3 3)3 30 r:71, 0 ' •—• t 0 /43 , 6 , drowing no, W1 0-311 (sheet 7 or .31 TYPICAL ANCHORS 3 KSI 8 CA_USTERS AT MTG. STl_E CONCRETE - & INTL:R.1_0E4( . ENDS SE. CHAR I OW CLIANTITIE1.3, - ANCHOR TYPE A NO 2BY WOOD BUCKS OR WOOD STRUCTURES 2.3Y WOOD BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS IN CLUSTERS AT MTC. STILE & INTERLOCK ENDS \ 3 KSI SEE CHART \ CONCRETE I) FOR QUANTITIES "'• FOi4'c DIST. - • '3 - 1 HY WOOD BUCKS SEE NOTE StiFF I 1 DESIGN LO A ACITY - FSF 11 P.S NOM. PAlia 810I6 24-1/8 30-1 /8 36-1/8 42- 1/8 48- 7/8 54- ale 24.-1/8 30-1/8 36 - /8 01'2-1/8 48-1 /a 1./8 24-1/8 30-1/5 36-1/8 42-1/8 4 -1/6 24-1/8 3C/ -1 /8 42-1/8 48- 1/8 DOOR RAVE HEIGHT Inci-tEs HEAD ANCHORS 1/2" S'HII& SPACE 3/8" SHIA CLUSTER AT $111.01TI_1't.(KK Et10'.; 4 ((3) 5 (8) 41 (18) 4 (5) EX1.(1 ) EXT.(-) EXT,Ci ExT.,1,-1 ) FxT.(4 ) INT.- ) INT( !N!..( - CIASTER 47 ,,P1.E/ge1E81.0C3< 006 LL A NCRO. S (TYPE 52) CLUSTE 111.17.1/8E6.11x..-X• 4 ExT,(÷) 1NT.(-) 6 EXL(+) 0.0 - _ 80.0 - 130.0 -, 1.10,0 ..... ., 80 0 .._ 80.0 - 82 84 7,3.6 8,0.0 - 60.5 -- 72,4 80,0 56.4 80.0 - 70.7 50.0 65.3 80.0 61.2 80.0 - 1 70.6 80.0 60.2 80.0 I-- _ 57,5 80_ _ 66.5 80.0 56.5 80.0 - 80.0 -- 80.0 _ _ 80.0 - 780 80,o _ ..._ __ - 80.0 - 66.0 80.0 80,0 80.0 79.3 80.0 69.2 FSOEO 62.1 80.0 57.1 80.0 53.5 80.0 718 60.0 61.1 340,0 65,0 80.0 56,2 80.0 61.8 80.0 52.6 80,0 CLO 80.0 _- 73.0 80.0 - 80.0 63.4 80.0 73.3 ..80.0 65.6 _567 ni .9 77.9 80.0 60.0 80.0 80.0 7.6 80.0 ! 78.1 80.0 80.0 37.7 80.0 75 .3 50.0 30.3 60.0 71,4 60.0 55 0 60.0 In .8 50,0 80,0 1 62,3 80.0 80.01 S5Z 30,0 . 60.0 51.1 80.0 9C 5 . 52 2 47.6 60.0 24-1/5 30- -1/8 36-1/8 42-1/8 48-1/8 54-1/8 I 0 ?, 60. 60.0 - _ 0.0 54.3 60 C 60.0 - 48.3 60,0 L - 55.9 60.0 r 43.9 i 60.0 --- 50.8 40.4 60.0 - 47.0 60.0 60, BO. 6 .5 80.0 57.5 80.0 51,3 80.0 46.8 60,0 60.0 60.0 53.4 47.5 43.2 39.9 60.0 60.0 60.0 60.0 24-1/8 3C-1/8 36-1/8 10E5 42-1/8 48-1/8 so.o 58.8 50,0 60.0 50.7 60.0 45.0 60.0 40.8 60.0 - 58.6 - 52.0 60.0 47.2 60.0 60.0 57.9 60.0 49.2 60.0 44,2 60.0 40.1 60.0 2.4-1/6 ,30- 1/8 36-1/8 42-1 /a 48-/8- 24-1/6 30-1/8 36- 1/13 42-1/8 4e-1/5 LIMIT EXT.(+) LIMIT LIMIT EXT.(+) 114 120 0 0 55.3 60.0 47.5 60.0 60.0 42.1 60.0 36.1 57.1 60.0 -- 52.1 80,0 44.7 60.0 39.5 59.3 35.7 53.5 60.0 55.0 60.0 48,7 60.0 60.0 *4.4 60.0 46.8 50.0 47.4 60.0 37.4 80.0 60.0 - .__ 51.3 50.0_ 44.0 50,0 35.9 5.0,3 60.0 44.0 60.0 60.0 60.0 - 51,7 50.0 60.0 45.7 60,0 60,0 41.3 60.0 35,1 cox _of 7t1 qi,4 I - ri o ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO .3 KSI CONCRETE 5.' 0) 65 (13 04 w 03 0 LOADS TO 60.0 PSF OCR ODORS W/O REINFORCING ALL SIZES LOADS 10 80.1 PSF FOR DOORS W/ RENE. UPTO 95 IN. I tT. LOADS 10 60.0 PSI= FOR DOORS W/ RENE. ABOVE 96 IN. I{T. UPTO JL < 381 0 TYPICAL ANCHOH,S; SEE ELEV. FOR TYPE SPACING TYPICAL ANCHORS IN CLUSTERS AT MTG. STII E & INTERLOCK ENDS \ SEE C(-[ART \ FOR QUANTITIES ' , - EDGE' .35/8 • - .3 toNcREfE I. - ----- ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE WOOD BUCKS AND METAL STRUoTuREs NOT MUSf SUSTAIN LOADS IMPOSED BY GLAZING TRANSFER THEM 10 THE BUILDING STRUCTUR TYPICAL ANC:1108S IN CLUSTERS AT MTG. STILE & SIFRI.00K ENDS 530 CHMT FOR QUANTITIES EDGE 3 5/8" DIST. IL? ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULLIONS METAL STRUCTURES \ SEE SPEC', BELOW 04 a)1 9 BY COI WINDOWS 1 INSIALLAIION CONDITIONS SHOWN APPLY TO SYSIEM AND ; BOTH 2 TRACK ANC 3 TRACK SYSTEMS WITH E. 1 STD. OR Al/fERNATE FRAME BEAD AND S'LL. I - - AT JAMBS - - lj DIA. ULTRA(ON BY 'ELCO' (,--0=177 5.01, Fy- 155 Ksi; INTO 2BY WOOD BUCKS OR Vi000 STRI.JC1URES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY TYPE ULTRACQB e 'ELCO' KSI, Fy,156 KS° OI000TLY INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO COWL, OR MASONRY ---- AT HEAD ••- r-- X LiiiE,Acsatja,Y2= (Fu=177 5133, 1y35lls KS!) -1YPE 'A' THRU ?BY BUCKS NI-0 CONCRETE_ 1-1/4' MIN. EMBED INTO CONCRETE THI2U ?BY PUCKS INTO CONCRETE 'I/2' MIN. Y,I-.3E.1) INTO CONCREIE .6'-• 1/4" X 3-1/4'. LI -LTRAQON .13Y 'ELCO' (Iv-- 1 77 KSI, Fy-155 K.S1) DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 1/4" DIA. SELF DARLING SCREWS: (GRADE 5 CRS) TYPE INTO IdliAMI-DADE COUNTY APPROVE° MULLIONS. (1/8" THK. M(N.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. ALUMINUM : 1/8" IHK. (STEEL IN CONTACT WITH (fy ==. :3E3 KSI (6063--T5 ALUMINUM. TO MIN.) MIN.) BE PLATED OR - AT SILL - TYPE `82'- JJLi DIA, LILIBAC&ON BY 'ELCO' (Fu=-177 SCSI, Fy= 55 5131) DIRECTLY INTO CONCRETE MIN. EMBED INTO CONCRETE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO F3E USED IN CONJUNCTION WITH CL4S'_3 CHARTS ON SHEET LOWER APPLICABLE 'VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. Avower laV1411.0 es em* vrttk Ott Par-14 lbadliza Code Assaftztott No 7'7 l"- Evinrtion Didt_ • / „ „,,m. 120 IN. HIGH. I I PAINTED) _ 1 t ANCHOR TYPE 8 DIRECTLY INTO 3 KSI CONCRET t • - 77-77 -,r . , 3.5/a POViRED & HARDENED NO- METALLic/NON--SHRINKAGE HIGH 0180148114 C:,ROUT 1 f'c = 0000 PSI MIN. --' NOT BY D.G.I. MUST TRANSFER LOADS TO SMUG] UR ( 1/4" III..A.L_SELF DRILLING SCREV5 (GRADE 5 CRS) INTO MIAMI-CADE COUNT)." APPROVED MULLIONS (I /8" THK, • INTO METAL. STRUCTURES STEEL : 1 /3" THK. 14114. (Fy 36 KSI MIN.) ALUMINUM 1 i/" THK. M(N. (6063--T5 MIN.) (STEEL IN CONTACT MTH ALUMINUM TO BE PLATED OR PAINTE:) • • • • • .ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 1 INTO WOOD STRUCTURE 1" MIN. [NT() METAL STRUCTURE = .3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o C-9C3 HOLLOW/FILLED BLOCK AT JAMBS ern = 2000 PSI MIN. 3000 PSI MIN. SILL RISERS ,r-SEE SHEETS 9, 9A, 11 Sc 1 VA FOR OPTioNAL / AND SHEET 7 FOR CAPACITY 3804 `II " < c TYPICAL ANCHORS IN CLUSTERS AT MTC. STILE & INTERLOCK ENOS SEE CHART FOR QUANTITIES SILL DF_TALLS ANCHOR TYPE B DIRECTLY INTO 3 KS; CONCR E Eng r: JAN'AD 403.4453 CM( PE. _it 70592 0,4.14..3538 '2:5 2015 N .42 1 •, 63 0 0 5; ••••• 1 st ri t:") IQ 0 t.3 LL rj Li. z 15 2.. , Z _ 0 r: 6 4 5 Cd 0 0 1-44 1 0 0? ,? 1, 04 N 0; v.; r.; i f•-) I 0.1 • • • •,n 50 : Iti I :1):T 0. c't ce 50 L24 ,22 Fc' 3 5/8" EDGE GIST. '4 4 POURED & HARDENED HIGH STREN(M-I GROUT NON -SHRINK, NON --METALLAC. fc 5000 PSI MIN. NOT BY 001 WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE 3 KSI CONC. THREE G=0 TRACK DOOR DETAILS WEEP SIZE 1 X 1 /8" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT S[LL ADAPTORS SILL RISER RECO. FOR LOADS ABOVE +60 PSF Engn • JAVAD AHMAD FLA. PE 1 70592 CAN. 3538 0 < 0 0 cr Fr 0 “ a., ci 4 6 • • 1111:--":6::::5,' 41'1'1- , (3,L • w. 14) DSIELCLOCRR-FRe C11172 t 0 • 14 OPTIOV,:.• _5m; 4.-11;77...„ 0 • • • • 2.• ea 0 . • lE -ZU • •• 0 • • ckt • kip° iR 00•4.• • • -7) -71-1— ,ILL RISER 1) REOD, FOR LOADS Prj c ABONE +60 PSF drawing no. i SEE SHEET 9 FOR ANCHORS EDGE DIST. �'0 PCJREO & HARDENED HIGH STRENGTH GROAT NON•-S'iRNK, NON. -METALLIC l ''c = 5000 PSI MIN. / NOT 9Y OCA WINDOWS bUSI TRANSFER SHEAR LOADS TO STRUCTURE (il Eft � w \--SEE SHEET 8 FOR ANCHORS EDGE DiST: 1 374h 4 3 KS! CONC. ALT (E EDGE DiST EDGE DIST: (1) (1; r-- Ii WEEP SIZE 3 /4" X 3 / i fat, REFER TO SHEETS FO.R VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT ° ILL AZ)A.ETQ[ pltOttiiCr ky Beiddlat Cade Aceepcum* Pk) i,plr.tixt By M!R saa S!1_L RISER ES) READ. FOR LOADS ABOVE --60 PSF 3 KS! C:0110. RNATE THREE (3) 'TRACK DOOR DETAILS • • a,. ••.• • SD : LIR Ci • t, R OPi101yh�•• •= •• •• • • •Ci r •• • t-- O••�s•,.> • • • L� `n • Uc rn • O Tt t • I c`rn ••••. O to • • • SI L RISER 0, FOR LOADS JE +50 PSF Err: JAVAD AHM D CIVIL FLA. PE.N 70592 C.A.N, `\3538 n O jj{ drawing na. l W10-31 j (sheet 9,jof , 61 TYPICAL ANCHORS \- SEE ELEV. FOR SPACING /2" MAX. LOAD 13EARIN SHIM Li YPICAL ANCH"?RS SEE EL VS SEE FOR SPACING LARGER BUCKS K) PANE_ WIDTH DOUR FRAME WIDTH 2X8 OR LARGER WOUD BUCK WOOD STRUCTURE PANEL WIDTH U.L.O. • EXTERIOR REINF. AS REIQD. --SEE CHART ON / SHE:TT 7 FOR CAPACITY -t Y i D.I.. CPC. S0) �NTERI QCK (REINFQRCF D) 1/2" MAX. LOAD SEARING_ SHIM 1 I _ - 9 EXTERIOR DOOR FRAME WIDTH OM.,PANEL WIDTH w x L? U C 'tY Q TYPICAL ANC1!ORS ,- SEE. ELEV. FOR SPACING H It- DOOR FRAME A',tl TI IN FEIZLOC1 (REINFORCED) #10 Y, I— F AEA AL \0) { D.LkO. PANEL 'c'iiDTI _ \ '. N AT 1 FROM PETCIP1 Ai "v AND AT M.IDSPAN 1 /4" MAX. !j8 X /t;r SS F MS \ LOAD BEARING C"f 1 PEER CUPT1 \ ,\ SHIM 11 DOOR FRAME WIDTH FIXED PANEL Elc,in !A` ° IHMPJ CINiL FLA. PE t 70592 CAN.,.3538 ZU l5 E=� EXT. • • 0 • • • t}uidbtll+tJi•• expiratictit Do; By ` Mtami 1:i• e e • • P E_ i AL < STRUCTURE T fP1CAL ANCHORS SEE L_E'. FOR SPACING •. a • i• • • • • • • drawing no. W10-31 •• • . THREE (3) TRACK DOOR DETAILS sheet 10 of 16) SEE SHEET 8 FOR ANCHORS -\ EDGE DST. '4 4 (Ei iji- 1 3 KS CONC. • • -A 1.20 7-74 • . . CI 3 XSI COt4C. " ' = • - I t -,=, , EDGE DIST. J., 'l ' • 31 4' \ L- SEE SHEET 8 FOR ANCHORS r)) 0 0 Et - tit 0 POURED & HARDENED HIGH STRENGTH GROW NON -SHRINK, NON -MIT /- = 5000 PSI MIN, / NOT SY CO WINDOWS / 4UST TRANSFER SHEAR LOADS TO STRUCTURE tit!. it"; SEE SHEET 3 FOR ANCHORS EXTERIOR EDGE 0151. 3/4 .• • N- •i 4' ' 11 XS CONC. Di\ cr- A • • . 4 - .j4 3 KSI CONC. EDGE MST. 3/4 \ —SEE SHEET 8 FOR ANCHORS TWO (2) TRACK DOOR DETAILS : 4, IL r- a_ _J PANEL HEIGh7 SILL REQD Ar30V ISER FOR LOADS - +60 PSI: WEEP SIZE 1/4" ) 1/e REFER 10 SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS.1 OPTIONAL SLANT SILL .ADAPTORS DF....CORATIVE t:24) SILL COVER y OPTIONAL r--‘1 J it I i r=-Tti 44:vitsiosz'"';""6i'g9UC'f"tkttp4kPlw:J..:':,7i::er;:i;l.7:.iz 1).,/-- 1Ee:i,....) .„,.,60,8,,P0T,ivoEts4A+1_6FoORpst...FOADS 7---.., SILL RISER tt fly ti i \-.... t--,-.. Mitkollisksk Firettittil C041404 , 1! r(, L —Yr • 2 ;' • . \.1.) Engr. JAVAD AH/JAD CML n A. PE 7059.2 CAN. 3538 S Z015 +I) t t ttti ••••,.0 • • • en' v1•••••nr) • • ii,"47, • ty... • • 11 • •-•., •. •••• ••••1 •Rif'• PS • . ••••01 ,1-11)4 ficn2 • • •1 • .14 t.LA tit "", ' • 0 0 Sri: SHEET 8 FOR ANCHORS-- 1 4 \'l' EDGE UST.. .J 3 K.;1 CONC.!, A � T E DIST. , 1 31 '. SEE, SHEET ,`i FOR 1r) EX POURED & HARDgNE0 HIGH STRENGTH gRoul NON -SHRINK, NO -ME1 LIG f f'C = SUGO PTG A-N_ NOT H1' CGI t71ND0Ws l4UST TRANSFER SHEAR LOADS TO STRUC l3RE u3 . `'•L 7 if; tit 3 K S` CONC. rw ' SEE SHEET 8 FOR ANCHORS 511E ISER E8) REQD FOR LO.AUS Ae0Vr +50 PSF 3 KS1 CONC. SEE SHEET 8 FOR ANCHORS I WEEP SIZE vet, " X s/ i 6" I REFER TO SHEET 8 FOR VARIOUS 1NSTA, i. ATION CONDITIONS, OPTIONAL SLANT SILL ADA t 1 CKKODOCi CV14E1) is COASA16114wldlt 11 the (r.i Aecoptaore fYo__ Ewir.tlw Dux • :�fiarsi ihrlekrafo t Comm! DECOF ATYVk t i j SILL COVER OPTIONA _. SILL RISER 0PT DNAt_ FOR LOADS 1BOVE 60 PSF is q., 1 fl S2 pp. LQ ��--__� 41111 ALTERNATE TIY(.)__.(2L `I ACIK DOOR DETAILS Es,gr: JAVAD AHMAD Coil & PE. I 70892 C A.4J- .3838 • • • •• • • • • • • • • • • • • • • • • • • • • • •• • •.•• • • • •• TYPICAL ANC} tORS \ SEE ELEV. FOR SRACING 1/2" mAx, E-3EANO SHIM _ #1O Y 1-1/4" SS PH SMS (,-, 1 / 1 PER CLIP 1 / / / 6.42ym2 ,_..ti,SS Ft -I SMs --- / ; /- / / 4 FIXF11) PANI1 I D.L.O. NOM. PANEL WTD 1BY WOOD SUCKS SEE NOTE SHEET 1. 1/2" MAX. LOA() REARING SHIM 1 1YPICAL AN0m993 SEE FOR SPACING 1 0 41 1 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 (1'< PANEL Or' *511 \ <E271 DOOR FRAME WIDTH EXT. PANEL WIDTH r \.E•4 INTER!. ()OK (REINFORCED) DOOR FRAME WIDTH EXTERIOR 1/2" MAX, ro-AD FICARING IIM 000R FRAME Ve*TH ? tr (F 'C.) 0 7r,) TYFICAL. ANCHOR• cSEE ELEV, - I - FOR SPACING •. -.• L.O. E xT ER -----1 l'' I ASTE,AQL, #10 X 1-1/4" SS PH SMS 1 PER CLIP \ AD BEARING SHD.A ft8 X 3/4" SS SMS PER CLIP PANEL WIDTIi D.L.O. 1 4' MA(. - - rfi.OittiCr klItVikE.1) • • •as complylitx oltb Ole Florttk ;r— \ i",•'844raPpilIFil4ritztir":014atl';' - 247-1:114-L'i Dyck 1,7mdmtfi' \ EXT, FIXED _PANE1 TWO L2) TRACK DOOR DETAILS DOOR FRAME WIDTH Engr: JAVAD AHMAD CML FLA, PE it, 70592 353 FEB:2 5 ZOS 11.••• •.1.1161. ; ••• (;) • 60 • • • IS'ITETAUL"41 OTURE R•14:;*: • • • • ANCHNIS r SEE ELEV. I FOR SPACING N (tit •Kt "r1 W(.10 > I g E• c , 0 " U. • 0 < w I F I (f) I '5 a fr X IVO • • <3., • VI • • • • • • ;,; c„.t c, 176, 'st, 0 0 • ‘-) •—• • 0 0 12!". `j, (0 • • • I • *, 0 0 0 CC 0 W. 0 2 0:1 CO ± [Ts w 0 /— SEE SHEET' 8 FOR ANCHORS EDGE DIST. ir\ / 3 5/8" EVE CASI. r • EDGE DIST, .....ifLT ..... . ......... ...... **,*1 • - • • • • • 4 =: I . . , ; • 3 5/8"• f'.21 4 . w ) — t SHEET 8 FOR ANCHORS 0060 DIS r. 3 5/8" 1 • 4 4. 4, I potiREO & HARDENED HIGH STRENGTH GROW NON —SHRINK, NON --METAI_LIC.: fc r-= 5000 PSI MIN. NOT BY CGi WINDOWS MUS 1 RANSFER SHEAR LOADS TO STRUCTURE I (,9 -Co-1 rr , if\ EDGE DIST. [ [ <I" •4 A 1 --j I , r (.../) .. ... if • .. ' . .. _ . . . _ L 4 * I A 3 5 ke (1) (1) (1) REFER TO SHEET 8 FOR VARIOUS INSTALLATION c000rrioNs, i WEEP SIZE 1/4" X 1/8" I OPTIONAL SLANT SILL ADAPTQRS • • oLcofAl'INIE (29fSLLcw.1 • • • ••• fra • 0 0 C:34•• . •••• • • • •• • 1. ;-:/r., "*".' •-****. • • • i CD .7 4.!. .41 • • '-4 • • 4. • 41- • • , • • su. RISER (ESA REOD, FOR LOADS ABOVE DO PSI , SILL RISER E8) REQD, FOR LOADS si ABOVE +00 PS' '1 " ._.., 3 KSI CONC. OUR TRACK .DOOR DETAILS A 11 E ri: JiNAD AtiM) CML FLA PE 795.92 C.A.N. 538 , , A FEB 2 5 2015 • •11 • • • 5: “J (.4 143 X 3131 0 0 0 0 r. X 0 fr Ct C2 1 drown_3 no. W1 0-31 (1•1ee't 12.1of16) TYPICAL ANCHORS v-- SEE ELEV. \ FOR SPACING 1 /2" MAX, LOAD HEARING SHIM CO 03 03 L.: • 03 I NA I / 1 X8 OR LARGER MOM BUCKS PANEL WIDTH D :L 0. ---- - - - • . - - . _ . _ - - • _ _ - - - . • . - - - , - _ -__ . - - . • • 11 \ 03''--- .. v(/', .;_. - - , I9 /2" MAX, LOAD BEARING SHIM TYPICAL ANC HORS SEE E:iPt. F. OR SPAC4:4C 2X8 OR LARGER WOOD BOCK OR WOOD STRUCTURE EXTERIOR. C.COFI FRAME WIDTH 1/2" MAX. 43t_..Ak!I"Nk? I La SRIM t ===„7:1.-4. EX FERIOIT.? ELT] DOOR FRAME WIDTH #8 L a: 0. z o o C/3 TYPICAL ANCHORS u SEE ELEV, / FOR SPACING 9 1 / 4" MAX, TroAD BEA-RiNG SHIM 11 ----- 14-1 11 EXTERIOR #10 X I-1,/4" SS PH SMS _ 1 PER CLIP \ Al 1 8" FROM EACH END CM?) \ AND AT MIDSPAN \ \ \ Lo1A/0-S"BEAMAX. RG 3 P.EN EL X 3/ 4-"' SS PH --1 \ \ SHIN4 1 PER CLIP \ \ \ \ \ II ---ri- EXTERIOR • _it I •'• 11 , PRODUCT ltre.vvio) ei romplyiAr whit OK Flan* , , DOOR FRAME MOTH Esprrtifbou [fag ,'7 4 e' •• Mead Dedt FOUR (4.) TRACK DOOR DETAII„S METAL j— STRUCTURE r FSTYCFPFRICE4S1H1-:FA\rAN'' N(7":° RS 03 ! if) 03 0 -34 CC 03 03 %,•-3 03 {Fr Lc) tr) 0 03 • • , • • • • • • • . *A t..“ 00 • _ • C. 0 • Li CIA • • • • / STRUCTURE • •••• • 31 -z-1 • • • • • • TYPiCAL ANCHOR r- SEE ELEV. • • • f' FOR SPACING •• 03 141 • • • • • • • Erty: CML FLA, PE 1 /0502 C.A.N, 3538 .P432 2 03 0) 03 03 03 V) • r.n 0 • it els ror I I I • • • • • • 'J1! a 0) droving no. W 1 0 — 3 1 1Gheet12 201I 6) • • • • • • • • • • • • • • • • • • • EXTERIOR ,MOUNT D POCKETED TYPICAL ANCFic) S P(PC A, f=, OR AT 5" FROM ENDS AND 9" C.C. INTO WOOF)/CONC./METAL 6" 0,0, INTO BLOCK ONLY-- i 1 /2" MIN. WOOD EMBED 1--1 j4" MIN. BLOCK EMBED 1_.3/4" MIN. CONS, EMBED \ MIN. METAL THICKNESS \ ) ME.1AL / / ,n / /,11' / 1/8' Mlf4, EDGE DIST. EXTERIOR POCKET CAViTt' NOT BY 55I --NOT PART OF THIS NOA TO BE REVIEWED BY ARJ TYPICAL PAD PILE INSTALA`1'IO)N i Ot`_L` TIO 'PMG,AL. AT PANEL 4 CORNERS DOOR FRAME WIt -I NOPANEL WIDTH 0 0 I0, 2. (Qw��w tfl cn Q " 0 L.I M z;Ow E5 i a Ex. F � �• • • ct • • s r •••• • • I•J ; -Ertir •• i•s j ( •U`-i•`i •••• • •••• • • • • • • • •••• • •• • •••• • • • • • • •• Ent3r: JAVAJ d-9.i RA. PE F 70592 3538 -- 4.735 At (2 TRACK) .070 E3'1) ALT. FRAME it'AD (F kR CK; .070 � k .640 --9.735 FRAME SILL (2 TRACK) .075 .070--, . _. [1.} S 11 �iS1_ 1 735- ") ALT. FRAM/7 SILL (2 RACK) -3.750 3.510 (b CUTER TRACK ASTRAGAL STILE .753 FRAME HEAD t3 TRAC .070 -1 5.921 FRAME L T .070 .920 "y. t {-^ fir 11i) ALT. FRAME SILL (3 TRACK) 1.6'10 ASTRAGAL STILE 2.600 �71 3CP/E uu .995 .070 --- 2.005 - MAIN STLE -3.000 .995 1 .095 I 1,770 I 2,005 1.415 060 INTERIOR 1 NTH- R.IOCK -1.186 -9935 - 1 1.831 k: 41 EXTERIOP INTERLL)CK INTERLOCK REINFORCING 995 .050 .;•5 GLAZING BEAD L4},''t. GLASS 1.508 .12CI .265- -- .070- f- err 2.1 20 POCKET I-IOtT 3.70 .155 a S � .070 ,lJ 1.600 Gi_AZIN 3 90.60 INSUL. LAM. G A,S0 EXTERIOR INTERLOCK (OPTIONAL 1.625 1.870 1.6 ---- -3.750 --1 _..-2.755- r- .125 3.572 -.070 - -�-4 1. 155 -2.O05--r' ASTRAGAL (OPTIONAL) .510 CUTER TRACK ASTRAGAL (OPTIONAL) 1920 1 25 -<- SILL, C;OVER(OPT©NAL) �.i SILL RISER (OPTIONAL) .625 2.670 9-90 -'- - 2..005 ----'- MAIM STILE (OPTIONAL) .095 • • • rz-....._._.k •• 1,77G 1A • ; • • • • • • • 2.O05 -.. • • .• •• • _ INTERI01-? INTERLOC'T1O IAI_ 2.59 1 .741 _625 <; 1-r72 • •• 3.341 Engr:.)AVAI) A1-1).1.4D CJtt. f1J.- PE ja 70592 C.A.N. 3538 , t5 C`.4 to co ri rn E2 E3, 1 F4 175 E6 E7 1:8 E5,1 E9 El 0 OG1- 183 CC5 -- 150 CCI-151 CGI- 186 C01-152 CCII - 153 Cal.- 154 - 155 CGI- 156 ESCR1PTION FRAME SILL 2 TRACK ALT. FRAME SILL 2 TRACI< FRAME JA138 2 TRACK COI- 157 GGI-181 FRAME HEAD 2 TRACK ALT. FRAME HEAD 2 TRACK EXTERIOR IIVIERL.00K • INTERI()P, NTERLOCK MAIN STILE TOP & BOTTOM LIORIZ SILL RISER ALT. SILL RISER(OPTIONAL) MATERIAL 063-T6 6063- T5 6063- 16 HAN-CF. CC; EXTRUDER CGI EXTRILEIER CGI EXTRUDER 6063-T6 4701 EXTRUDER 6063-T6 601 EXTRUDER 6063-T6 CLII EXTRUDER 606.3-T6 COI EXTRUDE-R 6063 -Te CGI EXTRUDER 6063-16 6063- Te 606:3 T6 RE ARKS CGI -158 ASTRAGAL 6063-T6 CGI-154 INTF_R1. OCK REINFORCING (LENGTH .-: FRAME I iT, - 8-) 6063 -T6 El 1 CGI - 1 82 FRAME SILL 3 IPACK 6063-T6 El 1.1 CGI - 1 CO ALT. FRAME SILL 3 TRACK 6003-T6 El 2 1.13 E13,1 OCT- 161 FRAME JAMB 3 TRACK - 185 FRAME HEAD 3 1 RACK CCI- 102 ALT. FRAME HEAD 3 TRACK E ;I: C01-168 OUTER-1 RACK ASTRAGAL E15 CGI- 170 POCKET HOOK El 6 CGI-121 7/ I 6" GLASS GLAZING DEAD D 1 7 (2:61-123 1" GLASS GLAZING BEAD E18 CGI- 153A EXTERIOR INTERLOCK (OPTIONAL) E19 C0I-154A INTERIOR INTERLOCK (OPTIONAL) E2.0 CGI- 155A 1 1.0111 STILE (OPTIONAL) 1:2 I D61-156A TOP & WYrrom HoRiZ (GP riottbq 522 CGI-158A ASTRAGAL (Cpriow,i..) ____. ,,,, _ ,, _ • . __________. C(.-.o - 1 68.4. OUTER -TRACK ASTRAGAL (OPTICAAL) _.. _ . CGI - 1 8.0 DECORATIVE SILL COVER (OPTIONAL) CO- 184 2 & 3 TRACK FRAME SILL SCREW COWER CO- 1E7 2 & 3 TRACK FRAME HEAD SCREW COVEP, 606.3 T6 6063-T6 6063-Te, 606-3-T6 6063.-T6 6053-T5 6063-T5 6063-T6 6063-T6 6063-T6 6063-16 6063-T6 €06.3-T6 6063-T6 6063-T6 606.3-T5 E23 E24 525 E26 E27 E28 F29 E30 MI M2 M 3 UIO M11 M1 2 CGI - 1 88 FRAME JAMB SCREW EIOVER (OPTIONAL) CC! - 1028 FRAME HEAD 4 TRACK CGI-1029 CG1-. 1030 CGI - 382V CG1-171O COI-173 CGI- 176 W2370 1N6 OG1-177 FRAME Sill_ 4 TRACK FRAME JAMB 4 TRACK CGI EXTRUDER 652 EXTRUDER CGI EXTRUDER CGI EXTRUDER C f,V EXTRUDER CGI EXTRUDER CC! EXTRUDER C61 EXTRUDER CGI EXIRUDER CGI EXTRUDER OGI EXTRUD R 664 EXTRUDER CGI EXTRUDER CG1 EXTRUDER C431 EXTRUDER 561 EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER CG! EXTRUDER CGI EXTRUDER CGI EXTRUDER CGI EXTRUDER 6063-T5 CG I EXTRUDER 6063-16 CGI EXTRUDER 6563 - T6 601 EXTRUDER 6063-T6 CGI EXTRUDER IllA7,ING BULB VINYL (DUROMETER 7.5--80 SHORE A) PVC FIXED P.A.NEL CLIP (2- 1 /2" LONG) 6063-T5 3 G FIXED PANEL FIXED PANEL SHIM FRAME HEAD ANTIL1FT & PAD PILE - - PILE WITH CENTER FIN PANEL TOP & BOTTOM OUST PILE 513 TA-5 I -PRE - 150 -C2SS TANDEM ROLLER. I.41 4 S60-500 DUAL MORTISE LOCK 1)1 4A 5501 -0036- 117 DUAL 1.10RTI5E LOCK hi 15 SGD -507 KEEPER IA 15A SGD-507N .E.EPER 1.416 SGD-503 RECESSED ADAPTOR 6A PS01 -0036- I I 7 RECESSED ADAPTOR .417 1:60-5500 MI8 51,423001YR I 9 5652000 SILPRUF 1,120 CGI-177 M21 CGI -17 4 1422 1 [GI-- 175 52 HANDLE SET HANDLE SET OPTIONAL . _ S EA LANT PANEL TOP & BOTTOM DUST PILE HEAD AND SILL SMALL PILE PAD SILL INTERLOCK PILE PAD #10 X 1 1/4" LG. PHL. PH. SIAS. ST/ST. ASSTME3LY SCREW NYLON WOOL/NYLON WOOL WOOL/PVC ST/ST AMESOURY ST/ST 1 SULLIVAN SULLIVAN _ _ _•_ LILTRAFAE3 OR EQUIV. SULLIVAN ST/ST INTERLOCKS ZINC SULLIVAN ZINC 1 NTERLOCKS 2 PER F IXED PANEL I PE:R INTERLOCK/ASTR. 2 PER 541154. ATTACI4F0 TO S011-503 ATTACHED TO M i 6A INST. W/ 2 # 1CX3/ 4" PH INST. W/ 2 j 10X3 /4" PH _ INST. W./ 2 111073/ EFL ZINC SULLIVAN ZINC 1 NTERLOCKS ZINC SUL LIVANA NT): RLO C:X S ZINC SW !IVAN - - SILICONE GE INST. W/ 2 #10X3/4' EH WOOL SULLIVAN OR ECUIV, 4 PER PANEL WOOL ULTRAFAO OR EQUIV. 1 PER 1NTERLOCK/ASTRAGAL WOOL ULTRAFAE3 OR EQUIV. C .)R 3 PER CORNER 2 1..375 -1.0 1-•_ r 4 65 .080 .625 FRAME JAMB (2 TRACK) h,-.510 i I [ [-.060 .2 6 0 i c-,- .6 4 0 FRAME HEAD COVER .64o Lt " c;6o FRAME SILL _ COVER 5.951 .545 11 .080- ,065- .090-- - 1.620 1.620 .625 FRAME JAMB (3 TRACK) .060 --- (2'A FR OF JAMB COVER r144,it$UCT ka; v041464:04 with the Flarith. eifidigg Irozdt Aotopt4)04`146 EtPinitiroe Dasti e Nue %AVM, • • • • • 0 0 0 • • 0 0 • 0 LOCK: DUAL LOCK SYSTEM BY 'SULLIVANOR 'INTERLOCK' LOCATED Al MAIN STILE AT 40" FROM BOTTOM SS. MORTISE LOCK (PART #5GD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART itSM2300WH) ZINC KEEPER (PART I/SOO-507) (PART PGD-507.11) Eng. JAVA() AHMAD C51L ELA. 55 f 76592; CAN, 348 I-113 .1 2%-5 2015 • • • { 0 O • 1 i L w a o • 3 iv 0 O c). O ea 1;-) Cd S " < `'• Ur z r1; j a- • • • • 0 N (;) CD, 0 10 4 •:;; '-; 0 0 T f 1--kc - „ CI I 0) 1 W1 0-31 (sheet 5 of 1 7.750 FRAME: HEAD (4 'RACK .080 FRAME SILL (4 TRACK) -.625 2.600 _TOP CORNER 4 TRACK FRAM BOTTOM CORNER 4 TRACK SHOWN Engr. jaVAD A'I AO CM FLA. PE 70592 C.A-N. ;5.38 rKOb jC r kF v isED as rixta laying with OK 1'lnrtfa. iiu4ding Cale. Aereptanse Nur:_ f cplraltnn Oi tc c 0 U) 11) 5 dfowing no. W1©-31 (sheet 15.1 of16; FRAME TOP CORNER 3 TRACK. SHOWN 32) FRAME S(2TTOM CQ.F.NR 3 TRACK SHOWN FRAME :f0P CORNER 24,,A4,X SHOWN 1.% FRAM 5011OM CORNER 2 TRACK SHOWN €72) rfititivcT t(irisED ****fasiirtdo tit*Oorido. 1 / , 4 Iva Mt? 'Prolitta CorPst4 PANEL TOP/BOTTOM ,CORNER MiTERE0 BEAD CORNER 3:TYPICAL) PANEL TOPjEtOTTOM CORNER SQUARE BEAD CORNER (OPTiONZAL) Engr; JAVAD/0-1MAD COOL RA, PE if 705.92 FEB 2,5 2015 iiCto d O 6 / O 8 14 IC/R1-0": 0 O 49 fj) g 7 < .4) Li. !I yi 6 - E < I 8 • 0:1! • • 1 we: •,1,1 • • L - • in • • • • • !--. , • • • • I • • • • L • • • • ) • • • :•••r• • • • • 0 0 C T. 01 0 04 9, C tf, 0 la T K• • CI t .• 0 • „ r 1 'L. • 2._.}1.-P drawing r o. j sWee1016-31 OE R ENT OE REGULATOR Y rsT1 FCONONtiC RESO URGE'S (RER) BOARD AND CODEADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25th 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 'laving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The. Miami -Dade County Product C:ontrot Section .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 materiai fails to perform in the accepted manner, the manufacturer wili incur the expense of such testing and the .A11.1 may im mediately revoke, modify, or suspend .the use of such product or material within their jurisdiction. .R.ER reserves the .right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or tnaterial 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 Velocity Hurricane Zone, DESCRIPTION:Aluminum Fixed Window..-J- APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 1.30 44.1unl,Fixed kjw (S.M.I.)", sheets I, 1.1., 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision Fitald 04/1Q0-5,. prepared by AI-Farooq Corporation, signed and scaled by Javad Ahmad, P.E., beat-in/11kt.: Miami-1%4c County Product Control Revision stamp with the 'Notice of .Acceptance number arxt e-e.piration data by the • • Miami —Dade County Product Control Section, MISSILE, IMPACT RATING: Large and Small Missile impact Resistant MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11305 SW 26 Shyer, Room 206 'I' (786) 315-2590 F (/86) 3 15-2599 www.miarnidadv.govieconomy • • • •••••• •• • • • • •••• . •• • • • • LABELING: Each unit shall boar a permanent label with the manufacturer's,. tam, or Io,sy. sta4tilo.,•••• model/series, and following statement: "Miami -Dade County Product Control 4141::)4:td", unles8 otherwise • • • • • • noted herein. • • • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has beeii•rilli and tite4q,bas bcri• • • •• 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 he 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 NOA4 14-0731.05 and consists of this page 1 and evidence pages E- I. and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED fl NOA No. 15-0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 201.5 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02„ titled Series Sentinel 130 Alum Fixed Window (L.M.1..) (S.M.I.), sheets 1, 1,1., 2, 3, 4, 5 and 6 o.f 6, dated 01./30/10, with revision F, dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, PE. B. TESTS 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 "Iiutacite" PVB interlayer, Duraseal® 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 T.AS 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 sefir.s•7400 PY priiject out window, to qualify DuPont "Butacite" PVB interlayer„ Dttrweeliqe and Sup!".•: Spacer® insulating glass spacer, prepared by Certified Test Labwtries, Test Report • • • No. CTLA-3056 WB, dated 03/03/15., signed and sealed by Ratait's1N. Patit,•1:7•14. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading pw.Vtig TAS 202-4 . . 2) Large Missile Impact Test per FBC, TAS 201474... 11••••: 3) Cyclic Wind .Pressure Loading per FBC, along with marked -up drawings and installation diagram of a sees 2 alueloitoAte. • • fixed window, to qualify DuPont "Butacite" PVB interlayer, DurtIvalf and Sup . • Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Metairie 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 along with marked -up' drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. iffL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abrahatn, P.E. (Submitted under JVOA No.10-05.10.13) Manuel 7, P.E. Product Conti':miner .NOA N . -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E 1 CG1 Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with EBC-5'" Edition (2014), dated July .18, 2014, prepared by A1-Farooq Corporation, signed and scaled by Javad Ahrnad, P.I. (Submitted under previous NOA No,14-0731,05) 2. Glazing complies with ASTM .E1300-09. . QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. .1.1-0624,02 issued to E.I. DuPont DeNem.ours & Co., Inc. for their "DuPont SentryGlas® tilted:Ayer" dated 08/25/1 1„ expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont .Butacite0 PVB Interlayer" dated 04/11/13, expiring on 12/1 1./16. 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. •••• 4. Notice. of Acceptance No. 14-0423.15 issued to Eastman Cheolieig fourip3 rir( m A) for their "Saflex CP - Saflex and Saflex HP Composite GlassilleVayerMtli PET Core" dated 06/19/14, expiring on 12/1 1/18. • • •••• Il• • • • • 0 • • • P. STATEMENTS •••• • •• • • 1. Statement letter of eonformance, complying with FBC-5'h EtTegolq20144:eA of no financial interest, dated July 18, 2014, issued by Al-Farooq t1,:41Nlation, signed and .. • sealed by Javad. Ahrnad, P.E. • • E. • • • • • (Submi(ted under previous .NOA No.14-0731.05) • • • • • • • 2. Laboratory compliance letter for Test Report No. HTL-0080-Onn-n, issiied Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. ('Submitted under /VOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Clascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CCU Windows & Doors, for their Series "Sentinel 130" Aluminum FiXed Window — L.M.1. approved on 10/16/14 and expiring on 09/22/15. - 2 amid Perv; Product Control E, NOA No. IS-0T13.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 6" MAX. HEAD/SILL CORNERS C) 49. .ANGE WIDTH OPG. '" (A 'I (A ) r SFIORTER 1 '-i-' SIDES i 11 11 11 11 I 1 ! I 11 If FLANGE & FLANGE ADAPTOR FRAME 0 FALSE MUNTINS :// (SURFACE APPLED) OPTIONAL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE I.JNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI- DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 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 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERLAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FNRE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 48" BUCK WIDTH !' OPG. M1) 8 " MAX 1- SHORTER SIDES EQUAL LEG FRAME !WINDOW WIDTH WINDOW WIDTH LLI 6" MAX. HEAD/SILL CORNERS . WINDOW WIDTH T — 1 WINDOW WIDTH 4 9" FLANGE WIDTH D.L.OPG. 11 t! 11 11 11 11 11 1! ,! 41 - - - %I ti ! a" MAX. r- SHORTER SIDES WINDOW WDTHH \\.. en. THESE WINDOWS ARE "-LATH) FOR LARGE & SMALL SHUTTERS ARE NOT REQUIRED. MISSILE IMPACT, 1 TY_ELAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1,1 FOR FIN FRAMES. BUCK HEIGHT 6" MAX. CORNERS WINDOW WIDTH , W. WIDTH ALLOY/ABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 1 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS 1 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE 'SHAPES. D.L. OPG. rif II 11 .7,' _ __ _41._ .41 It-- ii 11 If 11 11 11 II ;/../, li !I 11 II :/,.., li II I, „- II 11 "1 11 -.., 14 .,-- —,,,,t4==.51:_,... .-=. .,-.. ..,,---..-- 11 0 11 11 ti • • II ,1 t, tt •• WINDOW WIDTH, r i T ,/`rs, i \\ / ./..- !':. • .••• 1 7" ke.): • • ST RAI iT • • • SiO • • • • • • • • • • • • • • • 90 • D./MST OPENINGS: D.LO. HEIGHT = BUCK HEIGHT - 3.00" D.L.D. WIDTH = BUCK WIDTH - 3.00" Erigr: JAVAD AHMAD C!VIL FLA PE I 70.592 CAN. ..538 LAM. GLASS 1INSULATING LAM.GLASS 1: IARGE MISSILE IMPACT SMALL MISSILE IMPACT I PRODUCT REVISE') as complying with the Florithi Building C'otie Acceptance, No Exeunt icn Dine By Miato .ct Co:Art) Lc -7) i;--- ( - r--- • • • • 48" BUCK WIDTH D.l. OPG. , MAX. f_, 16" MAX. HEAD/SILL 1A2) STRAIGHT CORNERS ( SIDES It -.- II ,f fI 1 SS 1 (1 fi'i 4f 1I 0 FALSE MUNTINS (SURFACE APPUED)-- OPTIONAL 46" BUCK WIDTH D.L. OPG. 1 r` t! 16" MAX. STRAIGHT SIDES HEAD,/S±LL CORNERS FIN FRAMES 0 48" BUCK W?DIN D.L. OPG, ce I l6" MAX, STRAIGHT SIDES 6" MAX. CORNERS ICAL ELEVATIONS 96" BUCK WiDTH D.L. OPG, 11 11 fi !1 !i Lei __ !' tt • ALTERNATE SHAPES AS SHOWN ON SHEET I ALSO AVAJLABLE FOR FIN FRAMES Engr: dAVAD AHMAD CT&IL FLA. P.F. § 70592 C.A.N. 3538 •• • STRAIGHT SIDES PRODUCT REVISED as coniply tag with the FLxtide Actg Cade fr• ,41 y0 Acceptance No :_,. 1. AGMs In Data rutluct C • •• • • • • • • • • •• ----- drawing no}. W1O—O2 •. • • • • • • •. • • DESIGN LOAD CAPACITY PSF FLANGE DIMS'. BUCX GLASS TYPES 'C.TC1' GLASS -TYPES 'D't,eDe WIDTH (W) LENGTH (L) wm (14) LENGTH (L) EXT.(+) 1NT,(-- ) I.:' .(4-) INT.(-) 30" 23" 29" 80,0 60,0 80.0 -_80.0 80.0 80.0 80,0 80.0 35" 42" ' 35" 41" 35" 80.0 80.0 80. 0 60.0 60.0 80.0 80.0 80.0 _ C-48" 54' 60" 61" c--,2...... 47" 53' 59" 50' 80.0 80.0 80.0 80.0 80.0 50.2 80.0 80.0 _ 80.0 80.0 MO 80.0 60,0 • 80.0 80.0 80.0 24" 23" 80,0 80.0 80.0 80.0 30' 29" 80.0 80.0 80.0 80.0 .38. 35" 80.0 80.0 80.0 80.0 42" 48" 48" 41" 47" 47' 70.2 61.3 70.2 61.3 80.0 80.0 50,0 80.0 54" 60' 53' 59" 61.3 61.3 61.3 61.3 50.0 80.0 80.0 80.0 61" 60" 8 1.3 51.3 80.0 I 80.0 24- 30' 23" 29" 80.0 MO 80.0 80.0 80.0 80.0 80.0 60.0 36" 49" 60" 35" 41" 59" 80.0 70.2 80.0 70,2 80.0 80,0 80,0 80.0 48" 54" 47" 53" 61.3 54.3 51 .3 54.3 80.0 72.5 80.0 72.5 50" 61" 59 50" 45.8 48.8 4188 48.8 65.1 65,1 65.1 65.1 24' 23" 80.0 80.0 . 80.0 30' 36" 29" 35" 80.0 80.0 60.0 800 80.0 80.3 80.0 80.0 42" 72" 41" 71" 70.2 70.2 80.0 80.0 48" 47" 61,3 61.3 80.0 80.0 54' 53' 54.3 54.3 72.5 72,5 60" 61" 59" 50" 48.8 48.0 48.8 46.0 65,1 54.0 65.1 64.0 24' 30' 23' 29" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0, 35" 78,2 78.2 f 80.0 80.0 42 46 84' , 41. I 47° 63" 70.0 61.3 70.0 61.3 80.0 80.0 i 80,0 80.0 80.0 54" 56' 53" , " 54.3 52.4 54.3 52.4 72.5 69.8 72.5 69,8 24" 30' 36° 23" 29" 35" 80.0 80.0 75.6 80.0 50.0 75.6 80.0 80,0 69.0 80.0 80.0 80.0 42' 97" 41" 96" 65.2 65.2 80.0 80.0 48" 49° 47" ° 60.6 59.6 60.5 59.6 80.0 80.0 80.0 80.0 24" 23" 80.0 B0.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80,0 36" 42" 1 Or 35" 41" 1,01 74.6 r- -k 65.7 . 74.6 65.7 80.0 MO 80.0 80.0 46' 45" 59.3 59.3 50,0 80.0 24" 23" 80,0 80.0 50.0 80,0 30' 36' 1 (.‘,8* 29" 35" 107' 80.0 73.8 80.0 73,8 80.0 80.0 80.0 80,0 42" 41° 52.4 62.4 80.0 80.0 44" 43" 59.1 59.1 80.0 80.0 DESIGN LOAD CAP1W.ITY - PSF FLANGEDIMS. BUCK DIMS. CLASS TYPES 'C'eC1' MASS ralEs '0'&'D1' WIDTH (W) LCNGTH (L.) W10TH LGTh (L) EXT.(+) INT.(-) Ext-,(+) 1 NT.( -) 24" 23" 130,0 80.0 80.0 80.0 30" 114' 29" 113" .80 0 -- - 600 80,0 80.0 - 35' 35" 73.0 73.0 80.0 80.0 41" 40" 61.4 61.4 50.0 80.0 24" 23" 80.0 80.0 80.0 60.0 30" 120" 29" 119' - - 80.0 -- 80.0 80.0 80.0 72,4 80.0 36' 35" 72.4 80.0 39" 38" 55.9 6 .,. 80.0 80.0 24" 23" 80.0 80.0 80,0 80.0 30" 121" 29" 120" 80.0 80.0 80,0 60,0 72.3 72.3 80.0 36- 35" 80,0 • 39" 38' 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS, clAss ' 'YvEs 'C'k'Ci. GLkSS TYPES VA:. ' '10TH (1YLENGTH (L) 1 (W) LENGTH L) EXT.(+) -,, NIX-) DiT.(4) 1141'4-) 19-1/8" 26-1/2" 37" 48" W 26" 18-1/8" 25-1/2' 36" 47" 52-1/8" 60" . _ _ . 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 25 80 0 60.0 80.0 80,0 80.0 80.0 50.0 60,0 80,0 80.0 80.0 80,0 80.0 80.0 . 60.0 60.0 9-1 /8" 26-1/2" 37" 48" 53-1/8' 61" 38-3/if 18-1/8" 25-1/2" 47" 52 -1 /8' 60" 7-3/8" 80,0 80.0 60.0 60.0 80,0 80,0 80.0 80,0 80.0 80.0 560.0.0 80.0 77.1 77.1 77.1 77.1 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80,0 19-1 /8" 26-1/2" 37" 48" 53-1/8" 61" 75-1/4" ... -3/4" 50-5je 18-1/8" 25- 1/2" .36" 47" 52.-1/8" 60" 74- 1/4" 92-3/4" 80.0 80.0 800 80.0 80.0 - 50.0 50,0 60.0 80.0 80.0 61.3 80,0 61.3 80.0 80.0 80,0 58.0 58.0 77.4- 77.4 77.4 58,0 58,0 5180 58.0 77.4 77.4 77.4 58.0 58.0 76.5 76.5 9-1 /8" 26-1/2" 37" 48" 53-1/8" 61 " 75-1/4" 53" 18 -1/8" 25-1/2" 36" 47" 52--1/6" 60" 74-1/4° 62" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 ------- 51 3 81.3 80.0 55.3 55.3 73.7 64,0 61.9 ., 73.7 4 64,0 1----- 48,0 46.5 48.0 46.5 61.9 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 76" 18-1/8" 25-1/2" 36" 47" 5 -1/8" 60" - 75' 80.0 80.0 60.0 80.0 80.0 80.0 80.0 50.0 75.9 -- 61.3 7189 61,3. 60,0 80.0 80.0 . 73.7 64.0 80.0 55.3 48,0 55.3 46.0 73.7 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 .LLQ_1L `MOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALL'Y AS SHOWN ABOVE. BUC:tc; DIMS )5" TfP. £LNGE FRAME FLANGE DIMS BUCK DIMS EGUAL LEG FRAME BUCK OtkiS _EN FRAME BUCK DIMS FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHE I ARE BASED ON ASTM El 300 -09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC- 219 _J w • • • • • • • • • • • ii3 JAVAG AI1MAD CML FL4. PE # 70592 C.A. 3538 0 5 C3 C.3 • • • • • .-J • • • 'C • • • • • • • • • • PROT-A:C.7 REVISED as complying with the Florida Building Acceptonce Exp'rat ion De 0 , , tra QC o LiTJ .40 CPO • • • 04 0 • • (1} La; tf, • o • • o • • .; 0 8 • • • • :12 • • • • • ANN. GLASS .075" interloyer Satlex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Gloss By 'Eastmon Chemical OR • .090" Interlayer DuPont SentryGlas By `E,I, DuPont De Nemours & Co., Inc: OR .090" Interloyer ! DuPont Butocite PVB ; By 'E.I. DuPont De Nemours & Co., Inc.' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 \ DOW CORNING 995 tm5) AT 1/4 POINTS ON LITES \--/ WIDER THAN 36" GLASS TYPE 7/16" OVERALL LAY. GLASS & S.M.I.) EAT STREN'D GLASS .075" Interlayer Soflex CP Nth PET Cora By 'Eastman Chemical Co.' OR .090" lnterloyer Sotlex Clecr And Color Glass By 'Eastman Chemical Co,' OR .090" Interloyer DuPont Sent(yGlos By 'E.I. DuPont De Nemours & Co., Inc: OR .090" Interloyer DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co,, !- I 3/16" HEAT STREN'D GLASS SILICONE \ GE 1200 )'DOW CORNING 899 DOW CORNING 99.5 L-1S-11-1,--tryar AT 1/4 POINTS ON LITES WIDER THAN 36" rCaASS TYPE 'D' • cLita" OVERALL LAM. etAss—_-; ANN. Cl ASS 3/8' AIR SPACE-, \. 3/16" HEAT STREN'D GLASS -A \ E se. .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co: OR .090" 17)terloyer Sotlex Dear And Color Class By 'Eastman Chemical Co: OR .090" Interloyer DuPont SentryGlas By 'EA. DuPont De Nemours & CR .090" Interlayer DuPont Butocite FMB By 'E.I. DuPont De N OM° UT'S & r-3/16" HEAT STREN'D GLASS Co, Inc: 3/16" Co, Inc: SILICONE GE 1200 -),/ DOW CORNING 899 \ DOW CORNING 995 \ XL EDGE SPACER ST. _ , STEEL BY CARDINAL' 1: I OR DURASEAL BY 'OUANEX' OR / SUPER SPACER BY 'QUANEX' M5) AT 1/4 POINTS ALL SIZES N 3/8" AIR SPACE, HEAT STREN'D GLASS,‘ \ \ s s I\ \ \ Ca,ASS TYPE 'GI' 1" OVERALL INSUL. LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cr & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) z ^V- F3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Sotlex Clear And Color Glass By 'Eastman Chemical Go,' OR ,090" nterlayer DuPont SentryGlas 'E.I. DuPont De Nemours & Go., Inc.' OR .090" Interlayer DuPont Butocite PVB By 'E.I. DuPont De Nemours & Cc., Inc.' f— 3/16' HEAT STREN'O GLASS Inc.' SILICONE GE 1200 7DOW CORNING 899 \ DOW CORNING 995 / 111 AT 1/4 POINTS ALL SIZES GLAS,5. TYPE 1" OVERALL INSUL. LAM. GLASS Xt. EDGE SPACER ST. STEEL BY 'CARDINAL' OR Doli1cRASEA.L BY 'QUIIEX' SUPER SPACER BY `QUANEX. • • • • • 0 0 • • • 0 • • • • • • • • • • • • • • • SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 SILICONE GE 1200_.V DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL Gi.AL',8 TYPES- 1)1' Erlr: JAVAD AHMAD CIVIL PR or)i)CT REVISED FLA. PE # 70592 /15 cOli 1 plying with the Florida G.A.N. 3 38 Huit(III18. CU.& , Al!CATLIVIICV. No I sn Date MAY w 0 — E < w • • • • • • .0 •••Fie-: OKI r", • • • 1, "s • • • TYPICAL INSTALLATION DETAILS THESE DE'lAlLS APE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE -. • 7 '• t.P - . ' 0 . v \\., . \ v ' / . p 1 . `-';\ TWIC.A.L. AITCHORS ' <-- SEE ELEV. " ' P . , 1BY _._ j: FOR SPACING WOOD BUCK 1BY WOOD BUCK - ' I 1 I ''''4... _.._. ' - I ' • : \ "TYPICAL ANCHORS '—SEE ELEV. FOR SPACING FLANGE ( A ) \\El JYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 3/4" MIN. INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES 2BY WOOD BUCK OR EQUAL LEG STRUCTURE/ TYPICAL ANCHORS -SEE ELEV. FOR SPACINC> INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV.-' FOR SPACING 1/4. MAX. . SHIMS EOUAL LEC 2EN WOOD BUCK OR r, WOOD STRUCTURE S) TYPICAL ANCHORS SEE ELEV.. FOR SPACING' TYPICAL ANCHORS - SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 144: PIA. TAPCON BY 'ITW' (Fu=120 KS;, Fy=-92 KS) -11-4f.2LTBACE.0-1-1= (F7u177 KS, FY=155 INTO 28Y WOOD' BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MINEMBED INTO CONC. OR MASONRY 'KS!) 414 SMS OR SELF DRILLLNG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL. : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM ; 1/8" -THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 S_MS QR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADF.: COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSIML C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PS MIt4. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE METAL STRUCTURE EQUAL METAL STRLICTLIRE. 1 1 TYPICAL ANCHORS -SEE ELEV. FOR SPACING TYPICAL ANCHORS --SEE ELEV. FOR SPACING tr' ----- WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Env-. OAVAD kIMAO CIM L FLA. PE C 705C2 A. C.N. 36 MAY • • • • • 11 0 • PRODUCT REVISED as cGreplying with the Florida Iduilding Code a Acceptance No IV" 094 inition Dale • • • • • • II • • • • • • • • • • • • • • • 0 0 • v 1 • TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR -1 By / WOOD BUCK - INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLAN GE ADAPTOR TYPICAL ANCHORS —SEE ELEV. / FOR SPACING 28Y WOOD BUCK OR wOOD STRUCTURE/ ‘TY??ICAL ANCHORS SEE ELEssi, FOR SPACING 2 3/8" MIN. -1 _.57...".. .....". \ '... .....,...... s... 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 234". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. FIN FRAME INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR 1/4" SHIMS "TYV,CAL ANCHORS SEE ELEV. -- 7 FOR S.pACING s• o „ WOOD STRUCTLIRE NOT BY COI TYPICAL .ANCHORS: SEE ELEV. FOR SPA, G i5 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN, PENETRATION INTO WOOD BUCK WIDTH BUCK WIDTH , !L j L#14 X 1" SMS. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1/4* MAX GAP 1/2' mitt HOUSE WRAP NOT BY CGI !.= E2, MIAMI-DADE COUNTY APPROVE& MULLION & MULLION ANCHORS SEE SEPARATE NOA -J TYPICAL ANCHORS '—SEE ELEV. FOR SPACING INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR BUCK_ HEIGHT ' _.K4f..1AL STRUCTURE EXTER r: JAVAD CIVIL FLA PE f 70592 3538 TYPICAL ANCHORS SEE ELEV. I FOR SPACING -7" M 4 4" MAX. GAP 1/2' MiN. • • • • • • • •••••• •••• EIACKE3r0 a' • • / CAULKING • • •• PRODUCT RV/1St...I) comptyitig with the Flolida Building Cede Aceeptance No i i ration Dote oduct : • • 0 • 1 in 0 lfl 1.995 - .995 2.505 F.06 .085 TIP. FLANGE FRAME ,_ ._....__. 2.5U5- --H F.OBB 7 .812 41 .495 1 1 1 .995 .055 BEAD (LAM. GLASS) ----1.130 1;. _ ----1.395--ry, NAIL FIN ADAPTER I ANGLE (LAM. INSUL. GLASS FlA.NGE ADAPTOR SCREW COVER ITEM PART QUANTITY DESCRIPTION MATERIAL, ,AN F./SUPPLIER/REMARKS 1 GGI-11B 4/ WrJW FLANGE FRAME 6063-T6 £2 C h1�' 4/ WOW. BUSH FRAME/RNFRAME -t-6063-Tb 6063-"16 6063 T6 ----- --- E3 I CGI-121 GLAZING __._ BEAD CLAM. GLASS) E4 I CGI-123 4/ WOW. 4/ WOW. GLAZING BEAD (LAM. INSUL. GLASS) NAIL- RN ADAPTOR 6063-T6 6063--T6 - E5 1 CGI -110 -- U. j CGi-109 4/ WDW. FRONT FLANGE ADAPTOR GLAZING BULB VINYL_ PVC PVC DUROMETER- 75--80 SHORE A M1 1 CCI-382V AS REQD, M2 M3 M4 I CGI-124 AS REOD. SCREW COVER- OPTIONAL FLUSH FRAME COVER - -- CGI-1 12 AS READ. f PVC 5063-15 EPDM - OPTiOt,IAL GLAZING ANGLE (1 X 1/2 X 1/5") - a I -- 2/ UTE SETTING BLOCKS DUROMLILR 851:5 SHORE A 10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SYS ST/ST - CIRCULAR WINDOWS WELDED <<01NT AT ENDS • • • • •• • Z w O . M A Cm) el O a. Ie td " < L -4 • • • • • • • • • • • •• • • • ; • • • • • RECT. OR SQUARE WINDOWS TYP. CORNED DETAILS art vAVAD AHMAO CML FLA. PE ij 70592 C.A N,. 3535 015 PRODL)C7' REVISED.) as complying «ith the Florida Bonding Cade Acceptattce No I R tiirntian Tate fQ pw ii • • •,,r • •-� •, -- QIN 0.r• Gi rn t drawing no, Miao DctdcProdnciCenl.of 4 i- LW10--02 (sheet 6 of 6 ) •• • • •• • • • • DEPARTMENT OF REGULATORY AND ECONOMIC F2:ES Cl S (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25' Street Miami, FL 33172 SCOPE: This NOA is being issued tinder 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 (AiIJ). 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 AFIJ (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 manlier, the manufacturer will incur the expense of such testing and the AIJJ 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 Velocity Hurricane Zone: DESCRIPTION: ,Series "450" Clipped, Extruded Aluminum Tube lklulliou - L,M.I. 6721. '7' APPROVAL DOCITMENT: Drawing No. M98-02, titled "Series '450' Aluminum Clipped Tube Mullion", sheets I through 5 of 5, dated 04/23/98, with revision G. dated 10106/14, prepared • - 'aroor4 Corporation, signed and sealed by Javad Ahmad, P.r;., bearing the Miaini-Dad;.Cnur y Prytiuct control • Revision stamp with the Notice of Acceptance number and expiration date by.tj -.Miami-.Da(%•Z'ounty Product Control Section. • MISSILE .IMPACT RATING: 'Large and Small Missile impact Resistant ••• ••• •••• . •• LABELING: Each unit shall bear a permanent label with the manufacturer's ilaty@.gr togo,.e ty state, model/series, and following statement: "Miami -Dade County Product Control Ap,fiew rr, unle 3•otfatrwisc noted herein. • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION I . St 5 SW 26 beer, Room 20.g T (786) 315-2590 F (786) 315-2599 wwwania niid udeyortec unooly RENEWAL of this NOA shall be considered after a renewal application has been tiled and di• re i•as been. • uo change in the applicable building code negatively affecting the perf<.n-mance of tlri;rtoluct. aail ... `I L+'RIVI NA�1I[�N of this NOA will occur after the expiration date or if there has been a revisioatUr c'ge in the materials, use, and/or Mallafueture 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 1r10A is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire .NOA. shall he provided to the user by the manufacturer or its distributors and shall be available for inspection al the Inll Site at the request of the Building �)fficial. This NOA revises NOA? 1.1-0831.05 and consists of this page 1. and evidence pages E- I and -2, as well as approval document nlentlolied above, The submitted documentation was reviewed by Manuel Perez, P.E, •• • • NOA No. 1.4-1103.10 Expiration Date: October 05, 2016 Approval Date: March 05, 2015 Paige 1 • • • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing, No. NI98-02, titled "Series '450' Aluminum Clipped Tube Mullion", sheets 1 through 5 of 5, dated 04/23/98, with revision (1 dated 10/06/14, prepared by Al-.Farooq Corporation, signed and scaled by Javad A.hmad, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per PBC. TAS 202-94 3) Water Resistance Test, per FBC, 'FAS 202-94 4) Larl,,!:c Missile impact Test per PBC, TAS 2011-94 5) Cyclic Wind .Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0304-11, dated 08/03/11., signed and sealed by Vinu J. Abraham, l',E, (Submitted under previous NOA No..11-083.1.05) 2. ,r- Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) .Uniforni Static Air RICSSUte Test, Loading per SFBC, .PA 202-94 3) Water Resistance Test, per SFBc , PA 202-94 •••••. 4) Large Missile Impact Tcst per SFBC, PA 10144 •• • • • • •••• • 5) Cyclic Wind Pressure Loading per SFBC, 1-,,A, 94 • .: 6) Forced l2utry Test, per SFBC 3603.2 (b), aU.202-9,1 • • . along with marked -up drawings.of aluminum in/out swing doolY444,idelitri,.1.I. • • Hurricane Testing Laboratory, Inc., Test Report No..11T1,-008V/r2-97, lEitte.S. . • 09/23/97 thru 02/27/98 for specimen N. 1, 2, 3 and 4 tested p.eirt.V202-styteitne1 . No. 4, SA, 5B and 5(2 tested per PA 201-94 & PA 203-94, sigilc61.mtd sealed 4..)y .. Timothy S. Marshall, P.E. . • • • (Submitted (Hider .1‘10A No.98-0608.22) • • . . • . . 3. Test reports on: 1) Tensile Test, per SFBC and per AST.M E. 8- • ...v.: 2) Spectrographic Analysis Loading Test, per SFBC and per ASTM E 415-95 along with marked -up drawings and installation diagram of cold roll aluminum, prepared by Metallurgical, Inc., Tcst Report No, MI-8CM-709, dated 04102/98 and 1.0/02/98, both signed and sealed by Frank Grate, P.E. (Submitted under NOA. No. 98-0608.22) i .-f,r„cf.e _c",-,.::::,,/ .1,:t„,-,_ _____ INTannei Perez, r.F.,.. ; : *Product Control ExitioSuer ...---. NOA No, 1,1-11-03,10 Expiration Date: October (15, 201(i Approval .1)a te: Alm clt 05,2015 CGI Windows &_ Doors NOTICE OF ACCEPTANCE: I VII11%NC;E SU:I-3M1TTED C. CALCULATIONS 1, Anchor verification calculations and structural i►nalysis;, complying with 1413C-5t Edition (26Rm), dated 10/04114, prepared by Ai-Farooq Corporation, signed and sealed by Savad Atonal, F.E. D. QUALI i Y ASSURANCE i, iv1iianii.—Dade Department Regulatory and Economic Resources (R.E'R). E. MYIATER.(AL CERTIFIC A.T1ONS 1. None. STATEMENTS NTS Statement letter of conformance. complying with FBCr5cn Edition (2014), and of no financial interest, dated October el, 2014, issued by Al-Farooq Corporation, simed and sealed by Javrd Altniad, P.E. 2. -Laboratory compliance letter for Test Report No. IIT.L-0080-0304-11., issued by Hurricane Test Laboratory, LLC, dated 08/03/11, signed and sealed by Vinu J, Abraham, P.R. (Submitted under previous .N()ii No.11-08 3.1.05) Laboratory compliance letter for Test Report No. I-11-0080-912-97, issytef"IN Hurricane Test Laboratory, LLC, dared. 02/27/98, signed and:eaViloy T,nrFtrig S. R'[arshall_ P.F. •: (Submitted under ArO4 No. 98-0608.22) • 4. Proposal No. I.0-0940 issued by Product Control, dated 11 Chanda, P.B. (Submitted under NO4 No. 98-0608.2.2) G. OTHERS . 7 U�i��i tree% r•IsS cl •••• 1 •• • . .. ••• •• . . •• .. . • . • • • ••• • • 1. • • • . • • • Notice of Acceptance No, 11-103.1.05, issued to COI Wiu o\v'& 1.Vorsofv their•••• Series ",150" Altnninani Tube Mullion - approved on 107C16/11 anct4Ipiting on 10105/16. E - 2 r/ nrrel Pere/; P.E. Product Control E:intrriuef O A No. 1 ,1-1103.1.0 Expiration Dale: October 05, 2016 Approval Date: March 05, 2015 1.700 -1 MULLION CUP COI- 395 5063-T6 MOO 6.008 4.562 L .125 8.r GO MULLION TUBES 606:3-T6 , 125 FYP. .150-- DOOR JAM cc,t— 509 6063-16 2.535 .125-- INSTRIJCTIONS: usc CHARTS AS FULLOWS. STEP 1 STEP._2 STEP 3 a-LELA DETERMINE DESIGN LOAD REDu::REO PER ASCE 7 EOR PARTICULAR OPENING, IJSE CONNECTION TO !AULLION AS PER THIS PRODUCT APPROVAL. USING CHART SELECT MULLIONS WITH DESIGN RATING MORE TRANI THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. CAPACITY OF SELECTED CCI'S DOORS/SIDELITE/TRANSOM AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPA •••• • _ • SERIES '45 0' VERTICAL ALUMINUM TUfE MULLION DOOR FRAME MEMBER INCLUDED IN PROPERTIES NOTES; THIS PRODUCT I-tAS BEEN DESIGNED AND TESTED .TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCGX HURRICANE ZONE (HVI-127). ALL GLAZ t4G PRODUCTS USED WITH THESE MULLIONS MUST MELT THE APPLICABLE BUILDING CODE RE:OUIREMENTS E WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESSTANCE, SAFEGUARDS FTC, 'WOOD BUCKS BY OTHERS, k4UST HE ANCHORED PROPERLY TO. TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL DE AS U.STED, SPACED AS SHOWN CIN DETAILS, EMBEDMENT TO BASE MATERIAL SHALL OE BEYOND WALL COVERIN0 (STUCCO, -TILE ETC), ANCHORING CONDITIONS OTHER THAN THOSE. SHOWN IN 'THESE DETAILS ARE NOT PART Of THIS APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Of THE FLORIDA BLDG, CODE. THIS MULLION APPROVAL. TO SE USED FOR MULLION AS SHOWN ON SHELi 5 AND MOST CONTAIN CV'S SWING COORS, SIDELITES 400 TRANSOMS AS DEPICTED. Eng,: JAVA() 1,1-4MAD CIVit F.A. FE 70592 C.A.N. 33 014 • • • • • • • • • • • • • • PRODUCT REVISED 33 tomplyinE \kith the ficcilein Built -lint; co.4 e- AiNellbtlee '7( LtJ„,;;‘, Expit ai ion 're Product co3tfc1-, • • • • • • • • • tse(ft to • co • O fAlit F: 1,1 < a. 0 O I! CL. CC a a r.) E ci F) O • 46 N e• j) - r- ! Lt) 1 , I C‘l if) (.0 • ir•osj 0 (4D• • •0 0.0 g _ Zor.; 0 •- • 4) -5••-, re, r-ork • ,c-l-teet 1 of DESIGN LOAD CAPAC1T 6 -X 178")-7 OPENING DIMENSIONS ULTRACON - _ DOOR WIDTH (W) = 60" DOOR WIDTH (W) .7-.. 72" SiDELITE WIDTHS (WI ) MUTATE WIDTHS (WI) 1 ) 24" 30" 1 36" --I 42' 24" i 30" 1 36" 42" 96" 1-.84" t, I 12" 110.0 1 110.0 110.0 102" ! 84" ' 18" 110.0 1 110.0 110.0 103.9 ------- ----i 108" i 84 1 24" 110.0 110,0 106.3 I 99,6 . i 114" i 84" 1 30" 110.0 1 109.5 102.1 1 95.6 4 1 120" 1 84" I 36" 110.0 I 105-5 ; 98.2 , 91.9 126 1 84" --1 4210 0 101 7 ' 94 14 6 88.4 . _ ' - . i 132', 1 84° . 48' 100.2 I_ 92 9 1 86.5 81.0 -1- 138" I 84" ; 54' 86.7 80 4 1 75.0 70.2 1 i----- - - --- i ' 144" ' 84" ! 60" 5/16" DIA. ULTRACON EI)OOR WIDT11 (r) = 84" i DOOR bunt (W) = 60" DOOR WIDTH (W) = 72" DOOR WIDTH O'0_= 84" SIDELITE 'WIDTHS (141) SIDELITE WIDTHS (WI) SIDELITE WIDTHS (WI) SIDELITE WIDTHS (W1) 24" 30" 7°36" "1/4 42" 30" 36" j 42" 24" 30" i 36" 42" 24" 1 30" 36" 42" 110,0 i 109.5 i 103.2 975 103.9 98.2 •-• i 88.4 110.0 110.0 110.0 1 1 1 0.0 110.0 110-0 110.0 110.0 1 110.0 1 110,0 ! 110.0 110.0 . 110.0 1 105.1 : 98,9 9.3.4 99.9 94.3 89.3 84.8 110,0 110.0 110.0 1 110,0 110,0 110.0 110,0 110.0 i. 110.0 110.0 j 110.01 1 110.0 i I 107.9 1 101.0 i 94.9 89.6 96.2 90.7 85,8 81.4 110,0 110.0 110.0 1 110.0 10.0 110,0 110.0 110.0 110.0 1 110.0 i 110.0 106.2 .1 1. - -1- ......._ ._....... , --. --r 103.9 1 97.2 1 91,3 86.0 928 874 82,6 78.2 110.0 1)0.0 1100 I 1100 110.0 110.0 ! 110.0 i 110.0 110.0 i 110.0 i 107,8 102.2 , 1- -.-. - ----_-- - .---/- --t- -1 10u.3 i 93. / 8 /.9 I- 82.8 39.8 84,...', /9.6 75.3 110.0 110.0 110.0 ! 110,0 110.0 110,0 1 106.3 1 100.0 108.8 102,2 96.4 91.1 96.9 1 90,4 84-.8 "79.-8 86.6 81,4 /5.8 72.7 110.0 10.8.2 -r 100.7 I 94.2 10.3.0 96,2 90.2 84.9 92.0 i 86_6 HI 81.7 77.3 88.2 82.4 r 77.4 , 72,9 78.3 74.1 10.0 , 66.3 100.7 92.9 86.5 ii 81.0 88-2 82,4- 77.4 . 72.9 ,-- 76.3 71.4 i 67.0 63.2 -58.1 64.1 60.6 57.5 86.7 80.4 75.0 i 70.2 76,3 1 71.4 67,0 63.2 _ .... . _ _____. r_ i- _, /5,7 70.3 65.5 61.4 65.6 52.3 58.5 55.2 59.4 56.0 52.0 50.2 75.7 70.3 55.5 61.4 56,6 62.3 58.6 55.2 78.8 74.1 ;70.0 68_3 68.1 84,1 ▪ 60 6 57.5 59.4 56.0 53.9 50.2 12" 110,0 100,5 102.4 • 96.2 103-2 96.9 1 91.3 86.3 91.9 86.8 82„3 78.2 110.0 110,0 1 10.0 110.0 110,0 110.0 110.0 : 110.0 --- -- -- - -,--- - - - - ---- -- * i i 1 !---- 14" 96" i 18" 110.0 , 105.5 98,5 92.5 99,6 93.4 i 87.9 8.3.0 88.7 83.8 79.3 75..3 110.0 110,Cr 110.0 i 110,0 1.10.0 110_0 110.0 1 oa..4 L__ 120" ; 96' 1 24" 109.5 101,7 94.9 89.0 96.2 90.1 ; 84.8 80.0 85,8 80.9 ! 76,6 72.7 I 110.0 ' 110.0 110.0 110.0 110.0 110.0 , 110.0 ! 104,4 _ l _ ! 10.5.9 98.2 . 91.6 85,8 911 87.1 81.8 77.2 83,0 78.2 74.0 70.1 110.0 310.0 106.4 99.1 10,0 102.4 95.7 89.8 102.4. 94.9 88.4 82.3 90.1 84.3 ' 79.1 74.6 80.5 75.7 71.6 67.8 105.6 . 97.5 90.5 . 84.4 93.2 86.8 81.3 76.4 -- 126" 95" I 30" 132" 96" 1 36" 138" 96" 1 42" 144" 96" 1 48" 120" 108" 12" 126" 108" 18' 132" 1 108" 24" 138" 108" 1 .30" 90.5 63.7 77.8 72.7 79.8 74.4 ; 69.n 6s.e, 71.3 67.0 63,7 59.8 90.5 8.3.7 77.8 ; 72.779.13 74,4 69.8 65.6 _ . . _ . -- ------------ r 1 78.4 72,5 67.5 63.1 69.0 64.4 60.4 56.9 61.5 58.0 54.7 51.8 78.4 72.5 67.5 63.1 69.0 64.4 60.4 1 56.9 105.5 98.2 1 91..9 86.3 92.5 86.8 ! 81.8 77.4 82,3 77.8.73.8 70.1 110.0 1 110.0 110..0 11 110,0 110.0 110.0 1 106.9 101,0 ........._ -3-- - -4- -1- . _. ....-------- to2.1 94.9 i 88.7 83.3 89.6 84.0 i 79.1 I /4,8 79.8 _i -75.3 71.4 67.8 110.0 110,0 110.0 106.2 110.0 109.7 103.3 96.8 98.9 91,9 85.8 80.5 86.8 83.4 76.6 72.3 77.4 1 73.0 69.1 65.6 110.0 1 104.4 96.5 ! 89.6 101,0 93.5 87,0 81.4 ....._ _ 95.9 88.8 t 82,2 75.5 84.3 78.9 74.0 - 75,1 70.8 - - 96.5 1 88.8 87.2 76-5 85.4 79.3 74.0 .1 144" 108" i .36" 82.7 76.3 70,7 65.9 73.1 68.0 63.6 - 65.4 , 91.3 - 82.7 76.3 70.7 ! 65.9 7.3.1 68.0 63.6 110.0 110.0 107.5 103,2 110.0 109.4 103.6 98.4 110.0 105.6 100.0 94.9 98.7 : 92.5 86.9 62.0 83.4 ; 18.3 73,7 69 7 71.3 67.0 . 63.2 59.8 61.6 I 58.0 1 54,7 51.8 107.5 101.6 1 96.3 91.6 104.2 1 93.4 93.2 ; 83.5 - - 90.7 1 84.6 i 79.3 74,6 76.6 71.6 • • 65.4 61.3 -- 97.3 92.0 87,0 81,4 84.1 78.1 •••• • 71,0 1 66.2 - •••• 132" 120" 12" 95,6 89,0 83.3 78.2 83.8 78.7 ! 74.2 70.1 74.6 . 70 5 56.9 63.6 138" 120" I ▪ 18" 92,8 8615 80.7 75.7 81.4 76.4 1 71.9 - 72.5 58.5 -- - --, 144" ' 120 ! 2- 4" 89.0 81.6 7.5.2 69.8 79.0 . 73.1 i 68,0 - 70,5 66.2 - r L. 110_0 110.0 104.9 I 95.8 89.0 81.6 LIMO Fr1-FR11.11 LOADS TO 4-100 PSF FOR INSTALLATiONS WHERE WATER iNFiLTRATION RESISTANCE IS REQUIRED. SEE CI- ART ABOVE FOR 1NST8LLAT1ONS WHERE WATER INFILTRATION RES15TANCE IS NOT RFQUIRED, L 2" 'to TOTAL FRPJL1S Ix = 14.183 443,4 Sx - 4.723 IN \3 104.6 96.6 109.4 102.7 95,0 83.4 88.2 r 81.7 93,3 86.1 79.9 . 75.2. 69,3 .29.0 , 73.1 68.0 CUPPED 1/1.1LI.J000 ,/ • • • • O al O 3 0 2, o n. < • 03 • aj rt! - ' g Es < E . . . (73 : w cc ! P- . ct 1 0 • 0 Li" 1 • 5,3 ; •;;;;;i14 CO 10 t73 • < (34 • . 0 • 0, • • 4') Z a .0 • • 1,1 W -Ai. • ,2 t.L1 -_,._._• • REFER TO SEPARATE 'CO' FOR SERIES 450 DOORS, SUE...HES AND TRANSOMS Ai-4mA° t. 70592 538 • • • • • • • • • • • • • • PRODUCT REVL4131:1 conrplyircrt with thz ittrihimg rodc e ([1,1 it-, ALt-sTlaticc. IN,pifati4)n rIW a D tr) 01 ,r) , • i • • • ;.-4F i • P 91 v.0:710- L!, I 1 , I 0;1 , > 10 0 Lt, c ,- 1) 11 q I i • I I ° drowing no. M98-02 ;sheet 2 of 5 ) PENING DIMENSIONS 1..1 1_2 ! 84' 12'' 110.0 110.0 ; 110.0 f 108.7 I t 102" { 84` I. 18' 110.0 110.0 i 110.0 103.9 L 06" 1 84" j 24" 110.0 110.0 1 106.3 99.6 , 84' 30" 110.0 10'97 1 102.1 95,6 , 120" 1 84" ,56" 110.0 105.5 98.2 1 91.9 126" , 84` ' 42" 110.0 101.7 1 94.6 ! 38.4 132" , 84" 48' 106.3 98.2 1 91.3 ! 85.3 138" 84" 54' 102.8 94.9 88.2 144" 1 84" 60" 99.6 , 91.0 1 85.3 DESIGN LOAD CAPACITY - PSF (2 X 8 X 1/8") 1/4" DM. UT,TRAC0N DOOR WIDTH (W) = 80" DOOR WIDTH (W) = 72" DOUR WIIYTH (W) - 84" 8191;LI'TE WIDTHS (WI) SIDEiI'l'E WIDTHS (WIT SIDII:ITE WIDTHS (W1) 24" 30" 36" i 42" 24" 1 30" 1 36" 42' 24" ! 30" 36" 42" 1 1 0.0 I 10g5 103.2 97.5 110.0 j 1051 95.9 93.4 99.9 1 94.3 89.3 8423 107.9 I 101 0 ' 94.9 L 89.6 96.2 , 90.7 1 103.9 1 97.2 ; 91.3 86.0 92.8 1 87.4 • 100,3 1 93.7 1 87.9 82,8 89,6 , 84,3 1 96.9 1 00.4 ( 84.8 79,8 86.6 ' 81,4 t 03.9 ! 98.2 93.1 8t3.4 3.7 1 87.4 I 81.8 77.0 83,8 1 78.7 1 907 f 64.5 I 79.1 74.4 81.1 1 76.1 87.9 , 81.8 1 76,6 71.0 108" i 96" , 1 10.0 1095 ' 102 ° 1 96.2 103.2 96 9 1 91.3 86.3 91.9 1 } z78 1 } 92.5 99 _5 i 4" 96" 8" # G.t7 10'S1 93.4 8 r_9 33.0 6 120" 1 96" 24" 94.9 80.0 85.8 126" 96" 30" 105.9 98,2 i 91.6 1 85.8 93.1 1 87.1 81.8 77.2 --- - 1 -}- 132" 96" 36" 102,4 94.S 1 88,4 82.3 90.1 I 84.3 ' 79.1 74.6 # S8" 96' 4:1„ 99.2 91.9 1 85.5 80.0 87.4 ! 81 6 76,C 72.1 144" 96" 48" 96.2 89.0 1 82.8 77.4 84-,81 79.1 . 74.2 69.8 18" 132" 38" 24" 138" 108" 30" 144" 108" 36" 1 42" 120" 133" 120" 18" 144" 120" 24" 05.5 98.2 i 91.9 86..3 102.1 ! 94.9 !+ 88.7 83.3 80 98.9 i 91.9 i r i 85 8 80.5 86.8 € 95-9 89,0 1 83.0 1 7I 8 5 4 3 T 7$ '-, 1 74.2 93.1 1 86.3 80..E 75.3 :1 8 76.6 95.6 ! 69.0 : 83.3 I 78.2Et )13 78.7 7 92.8 j 1 86 3 30 7 1 75.7 81 1 i 76.4 i 71.9 90.1 1 5.3.8 , 78.2 1 73.4 79.) 74.2 I 139.8 92.5 63,8 85,8 1 81.4 82.6 ' 776.2 DOOR WIDTH (1) = GO" SIDELI`l"E WIDYCHS (1Wi 24" 35" i 36„ 42" 110.0 ! 110.0 110.0 110.0 1 1 o0 i 110.0 1 10.0 1100 1100 ' 10.0 110.0 110,0 1100 1100 110.0 110.0 7116 75.3 11,00 1 110.0 110.0 110.0 76.8 72.7 110.0 I 110.0 I 110.0 110.0 74.2. 1 70.1 110.0 110.0 110.0 110.0 1.7 1 67.8 110.0 110.0 1 110.0 107.5 65.6 110.0 110.0 1 104.3 98.1 5/16" DIA. ULTRACON DOOR WIDTH (W) _ 72" 130t1R WID'CH. (W) = g,}" SIDELITE WIDTHS (W1) ELITE`;IDwID'I`I1S (W1.) 24" 30" ! 36" 110.0 ; 110.0 ! 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1 110.0 1100 i I10.0 110.0 r 110.0 110.0 11U.0 I 1 #0.0 110.0 110.0 106.9 82.3 78.2 79.3 1 75,3 80.9 76.6 ` 72.7 S3.0 1 /6.2 74.0 70.1 -1- 80.5 { 75.7 71,6 j 67.8 { 78.0 73.4 69.3 65.6 75.7 [ 71.2 67.2 63.8 1 10.0 77.4 82.3 79.1 74.8 4 . 76.6 72.3 72.5 68.5 70.5 66.5 - 1 --t 66.9 ) 63.6 110.0 1'0.0 110.0 110.0 1110,0 110.0 110.0( 1'!10 110.0 1100 I 110.0 i 110.0 104.4 10.0 110.0 110.0 110.0 110,0 0.0 106.9 100.8 110.0 110.0 110.0 108.1 1100 110.0 103.3 97.3 1 10.0 110.0 110.0 104.4 1 10-0 1 106.5 100,0 94.1 110.0 J 108.1 101.0 110.0 • 103.3 , 96.8 91.1 '1 110.0 108,1 104.2 100_5 1:1.0 1 100 11v0 10.0 110.0 1 10.0 } 110.0 110.E 110.0 103.7 110.0 105.0 103.4 101.6 93.4 110.0 ! 110.0 ' 108.: 102.2 0,0 ` 1 ' 0.0 ' 10 .3 98.9 109.4 102.2 LIMIT EXTERIOR LOADS TO +100 PSF FOR INSTALLATIONS 'WHERE WATER IE FIL:(RAT1GN RESISTANCE IS R[QI)IRE_D. SFr CHART T AE1OVE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. TOTALPRPEPTIES Ix = 23.357 iN\,4 Sx = 5..839 !rd`;3 110.0 1 109 0 103.0 97.1 } :'r1.3 I 98.1 ; 92.7 87.8 t t G.t1 . 110,0 110.0 t 110.0 I 110.0 I 110.0 108.4 110.0 110.0' 106.9 101 110.0 109.7 103.3 97.6 110.0 106,2 100.0 I 94.4 110.0 103.0 96 3 i 98.1 106.9 100.0 93,9 I 95.3 89.6 109.4 105.2 CLIPPED MULU4 1W t 102.7 96.8 91.6 99.7 1, 93.9 1 - • 90.`! 1 91.1 ! 97.3 92.0 94.6 89,4 92.0 86.9 REFER ?0 SEPARATE 'CGI' W.O.A. FOR SERIES 450 DOORS, SI©EUTE',S AND TRANSOMS E r: JA'vl:£ FLA. PE C.A.N. 35! `!1 2 110.0 .0 110.0 110.0 i 110.0 110.0 110.0 ' 110.0 ` 106.2 110. 110.0 1 1078 4 102.2 110.0 1 110.0 ; 103,9 ! 98,4 110.0 ' 106.2 1 100.2 ' 94.9 109.4 102.7 ! 96.8 j 91.6 103.0 1 97,6 92.7 1 92.7 j 87.8 83,4 1 110.0 ' 110.0 107.5 E 1 110.0 109.4 , 103.6 i 98.4 110.0 105.E 1 100.0 94.9 108.4 102.2 96,6 J 91.€ 105.0 1 951.9 1 93.4 1 88.5 101.9 ' i1 .8 90.5 1 85,7 98.9 93.0 ' 87.7 j 83.0 96.3 91.6 92.5 1 111;:01.10CF REVISED PS With the riclifIcl Code Date e • • • et i • 01 IN. AVG. WIDTH IN. DESIGN LOAD CAPACITY PSF 2 X 6 X 1/8" 2 X 8 X 1/8" 1/4" DIA. 5/16" DIA. 1/4" DIA. 5/16" DIA, III.TRACON 111.TRACON ULTRACON ULTRACON 24 110.0 110.0 30 110.0 110.0 110.0 1 10.0 42 110.0 110.0 48 1 10.0 110,0 84 54 110,0 1 10.0 110.0 110.0 110.0 1 10.0 1 10.0 110.0 110,0 110.0 110.0 110.0 1 10.0 110.0 101_7 110.0 92.5 110_0 60 101.7 110.0 66 02.5 110.0 77 84_8 1 10.0 78 78.2 107.2 84 72 7 94.9 84.8 78.2. 72.7 110.0 102.2 94.9 -96 24 110.0 30 110.0 30 110.0 42 110.0 48 110,0 54 98.9 _ 60 39.0 66 80.9 72 74.2 78 6.8.5 54 6.3.6 110.0 1 1 0 0 1 1 0.0 110.0 1 1 0.0 1 1 0.0 .._ 1 10.0 110.0 1 1 /3.0 1 10.0 110.0 106.6 96.8 89.4 83.0 110.0 1 10.0 1 10.0 110.0 1 10,0 110_0 93.9 110.0 89.0 110.0 80.9 10.5.6 74-.2 68.5 63.6 96,8 89.4 83.0 24 110.0 110.0 110.0 110.0 30 110,0 110.0 :56 110.0 1 ID.0 42 110.0 1 10.0 1 1 0.0 110.0 1 10.0 1 1 0. 0 1 1 0.0 1 10_0 la J 98.9 110.0 98.9 110.0 S4 j 87.9 110,0 87.9 110.0 BO 79.1 103.3 79.1 103.3 56 71.9 93.9 71.9 93.9 72 65.9 86,1 78 60.9 79.5 24 110.0 1 10.0 .30 36 42 1 10.0 110.0 101.7 110.0 48 1 89.0 105_1 54 79.1 9.3,4 60 71.2 84.0 GO 1 64.7 76.4 1 10:0 110.0 65.9 85.1 60.9 79.5 110.0 110,0 1 -10.0 110,0 110.0 110.0 101.7 110.0 89.0 110.0 79.1 103.3 71.2 93 0 64.7 1 84.5 72 59.3 70.0 59.3 77.5 DESIGN LOAD CAPACITY - PSF ?, X 6 x 1/B" 2 X 8 X 1/8" 1„ AVG. WIDTH .1/4DIA. 5/16" DIA. 1/4" DIA. 5/115" DIA. IN, IN, 111,TIZACON ULTP.ACON ULTIZACON ULTRACON 24 ; 10.0 110.0 110.0 110.0 30 110.0 110.0 110.0 110.0 36 105.2. 105_2 107.9 .... 110.0 42 . - - - 92.5 - 110.0 132 90.2 • -- -- 90.2 80.9 10.6 48 78.9 78.9 ------- 70.2 70.2 71.9 ____ 93,9 54 60 63_1 63.1 64.7 84.5 24 110,0 110.0 110.0 110.0 30 97.3 97.3 110.0 110.0 36 8; .1 81,1 98,9 110.0 144 .- . 84.8 110,0 42 5,.1.5 69,5 48 60,a 60.-8 74.2 99.8 -------------- ..... 54,0 54.0 65.9 86.1 j 54 60 46,6 48,6 59.3 77,5 i TOTAL PIWERTTE8, Ix - 14.183 tN,,,4 Sx 4 728 iN \ 3 TOTAL yRVERIMIS Ix - 23.357 iN\ 4 Sx « 5.539 44\3 LIMIT EXTERIOR LOADS TO +100 PSE FOR INSTALLATIONS WHERE 'WATER INFILTRATION RESISTANCE IS REQUIRED. SEE CHART ABOVE FOR INSTALLATIONS WHERE WATER INFILTRATION RE,SASTANCE 5 NOf REQU1FIED. CLIPPE12 MIA I IONS FOR IRAlk4S01..1 LITES, 31i.>=11-r£'3 AND DOORS SEE CORRESPONDING CGI PROOUCT APPROVAL AVG, WIDTH + c--0R 1-KAN509 ..SIDEUIES AND DOORS 966 CORI-ziISPONDING CG`f PRODUCT APPROVAL • • • • • • AVC. WIDTH SEt. CORRESPOND c01 900R APPROIN AVG. WIDTH " 2 ngr: JOU 11,{A.0 PRODUCT REVISED cc,mplyilip waits the Ftoritia FLA. P # 70592 litiilding Code 3533 Acccptance No - DAN; /// r 177'2' 4;1gJ Mlond;...• Or 4 D-akic Ptottuct Coafrok 0 .!1 !!) 23 • 70 ..1.3 Lta 0 Li./ tL. - , I') (0 •1" 47* • • 9• • o, • • Lo z C.° • • •- a- •-•-• M98-02 shec 4 o't 5 HEAD & JAMB SEALANT BY OThIERS i. 2 X 6 X 2 X 8 X ALUM #1/4 X 1-3/4' 1EKS (GRADE 5 CRS) 19-- 1 /2" O.C. J 1/4 X 1-3/4" TEKS (GRADE_ 5 CRS) 0 19-1/2" U.C. 1/8" 1/8" TUBE \� { r 1 2 'X. 6 X 1/8" 2 X 8 X 1/8" ALUM TUBE / SEALANT BY OTHERS - -/ E.X i ERiOR EXTERIOR 1 3" MIN, SILL 1/4" OR 5/16" ULTF:ACON 3/4" MIN. EMBED 2/ LEG �r CONT. FRAMING MEMBER { 2 I! ail ; L OUTSWING Door INSWING DOOR CONT. FRAMING MEM36R fi n a 1/4" OR 5/16" 1.1LTRACON 1 3/4" MIN. EMBED 2/ LEG 1/4" OR 5/16" ULTRAC:ON 1--3/ 4•" MIN. EMBED ---. 4/ CUP MULLION OUR _ SNUG FU INSIDE NJP+< \ MOTES: 1/4" DIA. ULIRA_CQN BY t1.G.4' (Fu-177 KSI, Fy-1 55 KSI) 2-1/2" MIN, EDGE DISTANCE _ /;_" DIA ,TRACQft BY 'ELCO' (Fu=177 KSI, Fy""1-55 XS) 3-1 /4'' MIN. EDGE DISTAN(Gr CONCRETE T'c 3000 PSI MIN. Erhrt JA'vAD AHMA° GML FLA. PE . 70592 C3...r4 3538 7CT 20111 2 X 6 X 1/8" 2 X 8 X 1/8" ALUM TUBE SEE SHEET 1 IT • • • • •• • it VI •••• �, '-�•-3 • L�.3 ! • •••• j , • _ • •n • • .. _ •_ • •.... J I E!• • ✓✓ • • • PR.T)D11C7,1` REVISED Ia> coropiyi g w.it11 ih. FJor4dti T31Ii11dili; t'a ct,; Arc21'1 mcc No i=F '`�' e 1?xlailnts ,II Da?c x t-111. ti By pT` 1l.4t taj'mailsPtoductt'_OI • v EPA RTM ENT OF REGULATORY it ND ECONOMIC RESOURCES (REM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows &Doors 10100 NW 25Street 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 lvlittuni. Dade County and other areas whore allowed by the Authority Having Jurisdiction. (AJIJ). This NOA. shall not be valid atter the expiration date stated below. The Miarni-Dade County Product Control Section (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality OSSUI:allee, purposes. if this product or material fails to perform in the accepted manner, the manufaeutrer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such tvoduct or »iateria3 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 Velocity 1Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S IV 26 S1,reo, Room 208 (786) 315-2590 F (786) 315-2599 www.miamidade. we/economy • • • • • • • • DESCRIPTION': Series "Sentinel" Unellpped, Extruded Aluminum Tube Mi;lli• •o. m L.M.J„„ • APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclirpliturn. MutTirfs", sheets 1 through 7 of '7, dated 04/02/10, with revision C dated 02/25/15, prepared try•MIParoon, Corporation' signed and sealed by Javad Alnad, P.E., bearing the .Miami-Dade County ProductX.V.Arrol ReXi.11:9utrup with the Notice of Acceptance number and expiration date by the Miami —Dade Cotn:EIT.Kluct ontr0 Section. • •e• • • • • MISSILE IMPACT RATING: Large and Small .Missile Impact Resistant • ....„„irto • • • LABELING: Each unit shall bear a permanent label with the _manufacturer's tame trioglr.140, slat; • • model/series, and following statement: "Miami -Dade County Product Control Apngter, unteis LerwLs • • • noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been tiled 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 tnaterials, 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. INSP.ECTION: A copy of this entire NOA. shall he 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# 11-1031.0.7 and consists of this page 1 and evidence pages E.1 and E-2, as well as approval document' 'mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . • • . • . . • • • NOA No, 14-1103.09 Expiration Date: September 22,2020 Approval Dale: March 05,21115 Page 1 CGI Windows & Doois NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. 2. Drawing No MI.0-01, titled "Series Sentinel Unelipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C.; dated 02/25/15, prepared by Al-Faroog (=.11-poration, signed and scaled by Javad Ahmad, P.F. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per He, TAS 202-94 2) Uniform. Static Air .Pressure Test, Loading per H3C TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test- Report No. IITL-0080-0303-11, dated 03/24/11, signed and scaled by Vinu J. A:brahm, P.E. (Submitted under Ar0/1 No..11-0330. 22) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 'MC TAS 202-94 3) Water Resistance Test, per .FBC. TAS 202-94 • • .... 4) Large Missile Impact Test per FBC, TAS 10104 •••• • ... • . 5) Cyclic Wind Pressure Loading per FBC, Ti‘ .2C3-94 • • along with marked -up draWitlf%S and installation. diagram of ail alT::.numtube mullion, . prepared by Hurricane test Laboratory, LLC, Test Report No. ...... • .. • • • • • EITL-0080-0301-10, dated 03/30/10, signed and scaled by Vitrtfl,•Abrahtim.'r.E. . . ....• - .. . 6S'ubmi1ted under NOA Aro.10-0510,14) . • • ••• .. ..• CA imAnoNs Anchor verification calculations and structural analysis, comptyingwith PBC-5'h -Edition (2014), dated 09/23/14, prepared by Al-Farooq Corportitiot, sealed by Javacl Ahmad, P.E. . • . . • • • • • QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, E - 1 ""' ) , ,, ' - 7 — ii Mantle( Perei, P.E, Product Coo t ro1134Orniner , NOA No. 14-1103.09 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 • • • . • CGI. Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC-511IEdition (201.4), and of no financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signiA and sealed by Javad Ahmad, P.E. 2. Laboratory compliance let -ter for Test Report No. -IITL-0080-0303-11, issued by Hurricane Test La.boratory, LLC, dated March .24, 2011, signed and sealed by Vim) J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report -No. HIL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 201.0, signed and sealed by Vinu S. Abraham, P. (Submitted under NOA No. 10-0510.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 03, 2009, signed by Manuel Perez, P.E. (Submitted under NOA No..10-0510.14) C. OTHERS •••••• 1. Notice of Acceptance No. 11-1031.07, issued to COI Win(t)-wi%nd Dotill'for . Series "Sentinel" Unelipped 1:',xtrudeci A luminum Tube Mullion - L.NLI. apprivect (.4t 01/12/12 and expiring on 09/22/15. • • • • • • • • • • • • • •••••• *••• • • • • •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • •• • • ••• • • • . • •• • i'i, none( Pcf`ez,r,E. , & product Control ixapliner NOA No. 14-1103.09 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 E .2 - --- 1.000 i . 00 I— -.-1 1.000 1---. --1- _.1 I 4. 00 3.000 2. 0 .125 1 X _ ,1- STD. _1_ TUBE .125 1 X TYP.--,-- 3 STD, L- TUBE .125 TYR I IX 2-1/2 1 !-'7-- STD. TUBE 6063--T6 60&3-T6 6083-T6 :SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED- WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORFL SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY 'HD ENTIRE SYSTEM. NOTES: THIS.. PRODUCT TIAS PEEN DESIGNED AND TESTED TC.) COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH vELocrry HURRICANE ZONE (1-fVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE AF-1PLICABLE atALoiNe CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC, WOOD SUCKS EY OTHERS, MUST BE ANCHORED PROPERLY TO TR_MSFER LOADS 'TO THE STRUC,TURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT To eASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHO. RING c.:ONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DE$11;;N OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, TAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE, THESE MULLIONS ARE RATED FOR LARGE St SMALL MISSILE IMPACT INSTRUCTION'S; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR FART1CULW OPENING. USE CONNECTION QF WINDOWS TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE AND ANCHOR QUANTITIES Wall DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE, CAPACITY OF SELECTED C01'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS, ErigH JAVA() Al-iM.A UAL FLA. PE 1 7.0592 C.A.N. .3536 4 • Pk )LIC I" RE VISEE) as complying Florida Inoildine,Codc AA:c4i)tauce No 1" " f 1Mamf,riM. Fry.lini 306) 262-69'7S (+1 CK 0 0 0 al 4- 4.1... (n • It, (A i7 • • •n IP • . ,-.1 tN to • 1 .410 ie) •••• 4, ' . 1 ..gi • •••• # ,.....: z .62 c-, • • • • 1 - +0 • 8 • • • t CI) 0 i2=-1 • • • • tI,r)L)0SJ•ig • • • 4• • - •••• • • 1p I • • : • 0: • • 4 • • • 4 0 Lip 0 F2 0 A 4) a L • -r 3" TYP, ~ i •_ i OR 2 ANCHORS _AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART 'A' FOR CAPACITY FIXED TO FIXE17 SEE CHART 'A' FOR CAPACITY FIXED MULUON SPAN SEE CtikRT 'B` FOR CAPACITY IN S fI _ TO S.H.. SEE CHART `A' FOR CAPACITY 7- i l t W2 SEE CHART 'A' FOR CAPACITY .� FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MULLION COMBiNATONS. f`, ,% // k ' ' — L_1 id_ W2 FIXED TO H.R. EXTERIOR SEE CHART 'A' FOR CAPA,Ci y -- z A z -DI 4 W2 'I'4 H.R. H.R. FRAMES MAY BE --FLANGE CR EQUAL LEG TYPE SEE SHEET 7 FOR FRAME DETAILS EXTERIOR wi F w2 I 1 WIDTH (41 = 2 • • • • • • • • • • • • •• %)DtlCT tliV1 LI) plying ill.: Florida fluff 4li 4g (T;. h�: p� r'1.c,'I)iarncC. C xiiirrtio:s E1 to � :d,: Product t_ intrCS�`1 yr: JAVAG HMAD CML FLA. PE f, 70592 C.A•li,; 3538 0 C1 © I- F6 • f rx O o w ow o ✓ 3 t' 010 o I cc o 2 0 2 z 0 J N it 0 0 w U? cfc ci n e, I �r ❑ L�Y drawing no. M 1 0-0 1 (sheet 2 of 7 • • .1._- :TART ' A ' I) ES.I.C.N...L_QA.D___CAP_A OIT Y - PSF MULLION W1TH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL. SLIDING OR SNGLE HUNG WINDOWS 1 ANCHOR AT" 2 ANCHORS AT WINDOW DIMR, EACH SIDE OF MULLION EACH SIDE OF MULLION WIDTH (W) WU- SPAN MULL TUBE 1 X 2- 1 /2 1e1U11. TUBE 1 X 3 'MULL TUBE 1X411X2-1/2 MULL TUBE MULL TUBE 1 X 3 MULL TUBE 1 X 4 19-1/8" 90.0 90.0 90.0 90.0 90-0 90.0 25- 1 /2" 90.0 90.0 90.0 90.0 90.0 90.0 37" - 50-5/8"- I 90.0 ' - - 90.0 90.0 90.0 90.0 90.0 C-4-9'7:11 85.0 r- 85,0 85:07: i 90.0 90.0 90.0 53-1 /8" 85.0 8,5,0 85.0 90.0 90.0 90.0 19-1/8' 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2" 82.5 82.6 82.6 90.0 90.0 90.0 37" 63" 66,1 66.1 66.1 82.5 90.0 90,0 49' 57.7 57.7 57.7 70.0 90.0 90.0 5.3-1 /8" ., 56.2 56.2 90.0 90,0 19-1/8' 80,7 85.7 85.7 8 .7 90.0 90.0 26- 112* 59.6 ' .5 65.5 5 .$795 90.0 37' 76" 44.8 51,2 51.2 44, 5 .]__,8 90.0 49' 3,5 43, I 43.1 .36.6 1 453.6e5.8 53-1 /8" 34.9 41.5 • 41.5 34_9 45.5 81.7 19-1/8" 57.4 75,5 75.5 57.4 76.5 90,0 26-1/2" 42.2 ---- 56.3 - 57.3 ___ .. 42.2 56,3 90.0 41.5 37" 85" 31.4 4 4,2 31.4 41.9 73,5 49' 25.2 33.6 36.7 25.2 3 3 , 6 59.1 53- 1 /8" 23.9 31.8 35.1 23.9 31.8 55.9 19-1/8' 48.2 54,3 70.e 48,2 64.3 90.0 26- 1 /2" 90' 35.4 47-2 53,5 35.4 47.2 82.9 37" 26.2 35.0 41.2 26.2 - - - 35.0 51.4 20.9 33,9 49' 27.9 20.9 27.9 49,0 19-1/8' 39.6 52.9 65.9 39.6 52.9 90.0 26-1 /2' 96' 29.0 38.7 49.6 29.0 38.7 MO 21.4 .-. 28.6 38,0 37' 21.4 28.6 50.2 NOTE1 MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF PIXEL), SINGLE HUNG OR 'HORIZ. SLIDING WINDOWS MAY DE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN '61DTHS ALLOWED) MULLION spk,4 . i _ 1 2-/ , 7 ,t. 47 , - MULLION SP CHART 'A' DRS InN 1040 CAPACITY - PSF 14ULUON MTH ANY COMBiliATtON OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) tS=AN OLL MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUB 1 X 3 MULL TUBE 1 X 4 24" 90.0 90.0 90.0 90,0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90,0 90.0 36" 90.0 MO 90.0 90.0 90,0 90.0 42" 48* . . 90.0 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90,0 90,0 90.0 54" 90.0 90.0 90.0 90.0 90.0 900, 60" 90.0 90.0 90.0 90.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 90.0 90.0 30" 80.6 60.5 80.6 90.0 90.0 90.0 36" 72,0 72.0 , 72.0 90.0 90.0 90.0 4r 2" 60" 60" . 66.5 66.5 89.7 90.0 90.0 48" 53.0 63.0 63.0 84.1 90,0 90-0 54" 61,1 61.1 61.1 80.9 . 90.0 90.0 -ow 60.5 60.5 60.5 79.8 - 90.0 MO 24.* 75.6 75.6 75.6 77.1 j 90.0 90.0 30" 63,3 63.7 63,7 63.3 84.4 90,0 IV 54.5 56.0 55.0 54.5 72.7 90.0 42" 72" 48.5 50.8 50.8 45.6 54.5 90.0 48" 44.5 47.3 47.3 44.5 59,4 90.0 54" .. 60 41.7 44.8 44.8 41.7 55.7 90,0 90.0 39.9 43.2 43.2 39.9 ___ . _. 53.3 24" 47.9 63.0 53.0 47.9 64.0 90.0 .30" _ 39.1 52.1 52.6 - 39.1 52.1 90.0 36" 84" 33.3 4-4.5 45.8 -33.3 _ 44.5 _., 78.1 42" 29,4 39.2 41.1 29.4 39.2 68.9 48" 25.6 35.5 37.8 26.6 -35.5 62.3 54" 24.6 32,8 3,5.4 24.6 32.8 57,6 24" 31.9 42.5 54.0 31.9 42,5 74,7 30" 25.9 134.5 44,8 25.9 34.5 60.6 36' 96" 21,9 38.5 21.9 29.3 51.4 42" -- 25,6 4. __ 25.6 45.0 48" - 23.0 . 1, - . 23.0 _ 40.4 1 OR 2 ANCHORS AT EACH SIDE OF MULLS '--ALL OTHER ANCHORS TO BE AS PER \ WINDOW NOA DETAILS .......-.........- ,..t-a-, ./.., ,./ ---,tr.- • WIDTH (N) Wi 4. W2 FLANGE OR FLUSH FRAMES MULLION SPAN 1 -..._,,,__ ,,,, 1 OR 2 ANCHORF... AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER \ WINDOW NOA DETAILS W1 \ .W2 WIDTH (W) - W1 + 2 FIN FRAMES NOTE: '.2.." 0 -..! M IV) Er 1 0 Ow L. iii i-- P. 0 a., M = u re -''-.K & • • 4;‘,,-; r2 •• •• dZ•752 4p:7: ,(434 • e u_t •-•-• t3 to 0 0 •••• I4.to,Ik, l1• I.t11l.'1..7:r1--•.- 1-21-: ..-. G1..:V__-I1 -_:• • • • ••••• • • • • • • • c y t l7 r 0 • i 0 0 s.1 _ z z 10 1, 0 0 ...) • • • • • • • • • REFER TO PAGE 2 FOR OTHER COMBINATIONS. JAVAD N4MAD 0 FLAc.PNCE.M.fiL;i: 5738059 2 ,RODUCT 1ZEVISED . . complying with roe id Holo --1,211;,. 71. /20 Acc.NN once o 4. - Ui 6 < 2 Cr: 25 0 0 c.) ei O D4< O 1` ;- LI, V 44 e Ift 4 - < Cs4 (.0 i yr <7) wt1 I c 4> 3 0 fi P'ohict CHART IV 0ESI0N LOAD CAPACITY - PSI, SENTINEL TRANS01.4 MULLION ‘YITH COMBINATION OF SERIES SINGLE HUNG WINDOWS OR FIXED WINDOW DIMS. 1 ANCHOR A EACI-1 SIDE OF MU_LION 2 ANCHORS ta EACH SIDE OF MULLION WIDTH (W) MULL SPAN1 MULL -TUBE X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TU8E. 1 X 4 19-1/8 26-1 /2' 37" 49" 53-1/8" 50 -5/8" 90.0 90,0 90.9 90,0 90.0 90,0 90.090.0 90.0 WO 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0.____ 90.0 85.0 85.0 55.0 90.0 85.0 86.0 85,0 90.0 90,0 90,0 19-1/8' 26-1/2" 37" 49" .53-1/5" 63' 90.0 82.6 90.0 82.6 90.0 90.0 90.0 90.0 1-- 90.0 90.0 90.0 90.0 82.6 90.0 66.1 65.1 66,1 90,0 90.0 57.7 57.7 57.7 56,2 90.0 88.5 r 90.0 56.2 55.2 90.0 90.0 19-1/8' 26-1/2* 37' 49" 33-1/8'7 76' 85.7 85.7 85.7 90.0 90.0 90.0 65.5 51.2 65.5 51.2 65.5 77.7 90.0 9'3.0 90.0 51.2 55.5 73.4 43.1 43.1 43.1 47,7 45.5 60.0 57.2 66..3 82.9 41.5 41.5 41.5 1 -1/8" 26-1/2" 37' 49" 53-1/5' 85' 74.8 75.5 75.5 74.8 90.0 90. 55.0 40.9 32.9 31.1 57.3 j, 57.3 55.0 69.1 90.0 44.2 44.2 40.9 51.4 83.1 36.7 - 35.1 36.7 32.9 31.1 -,,-- L 41.3 39.1 66.8 35.1 _ 63.2 26-1 /2" 37" 49" 90" 62.9 70.6 70.8 62.9 79.0 58.0 . 43.0 90.0 46.2 53.5 53.5 46.2 . 90.0 34.2 27.3 41.2 33.9 41.2 34,2 59.4 33.9 27,3 3-4.3 55.4 19-1/8' 26-1/2" 37° 96" 51.7 37,9 27.9 65.0 55,9 51,7 65.0 90.0 47.6 49.6 37.9 47.6 75-9 35.1 38.0 27 35,1 56.7 -I NOTE; MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION' BETWEEN WIDTHS ALLOWED) r„ALAArigt,_i_PA_NI //7 N WON SPAN CHART '13DE.1C;N To_Aj) CAPACITY - PSF MULLION WTH COMBINATION OF SERIES SENTINEL SINGLE HUNI.; WINDOWS OR FIXED TRANSOM WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OE MULLION WIDTH KW' "U" SP" MULL T1J6E. 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 45' 54" 60r 48' 90.0 90.0 90,0 90.0 ..._ 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 .... 90.0 90.0 90.0 90.0 90.0 90.0 90.0 MO 90.0 90.0 90.0 90.0 MO 90.0 20.0 90.0 90.0 90.0 90.0 .90.0 90,0 24" 30" 36' 42" 46" 54" 50' 60" 90.0 90,0 _ 80.6 90.0 _ 90.0 90.0 90.0 50,6 60.6 72.0 90.0 90.0 90,0 90.0 90.0 72,0 72.0 90.0 90,0 20,0 90.0 90.0 56.5 66.5 65.5 90,0 63.0 63.0 ...3. 90.0 90_0 90.0 61.1 81.1 61.1 90.0 69.5 60.5 60.5 90.0 90,0 90.0 2.1.'• 30 36" 42" 48" 54" 60' 72" 75.6 '75.5 75.6 90.0 90.0 90.0 63.7 56,0 63.7 56.0 63.7 1 82,5 90.0 90.0 56.0 71.1 89.3 79.6 72_1 68.4 90.0 90.0 , 90.0 89,5 50.8 50.8 50.8 63.4 47.3 47.3 47.3 44,8 I 58,1 54,4 44.8 44.8 MEM 43.2 43.2 52.1 85.4 85.4 24" 30' 36" 42" 45" 54" 62.6 51,0 43.5 6.3.0 52.5 45.8 41.1 -1- 63.0 62. 78.6 90.0 52.6 51.0 64.1 90.0 45.8 4.3.5 54.6 -4,4 46,2 43.6 1 88.3 77.9 70.4 38.4 41.1 38 34,7 37.8 _ 37.8 34.7 32-1 35.4 35.4 .32.1 40.3 65.1 24" 30" 36" 42' 48" sa' 41.6 52,2 54.0 41.8 52.2 84,4 33.7 42.4 36.0 44.8 33.7 42.4 68.6 28 6 36,e 28.6 38,0 31.5 28_2 58.1 50.9 45,8 25.1 31.5 .34.6 25.1 22,5 28.2 31.5 22.5 1 OR 2 ANCHORS AT EACH SIDE OF MULLS rALL OTHER ANCHORS TO BE AS PER / WINDOW NOA W1 W2 / WIDTH (W) Eng JAVAO AHMAD CML FLA. PE 1 70592 3535 z 1 0 !- ?": izt cc 0 0 O t O 8 g 0 IX tt .5 9 < 6 to f :Z 1 In 01 04 ir • •, tr) • to • • 1 4I)) • „ND., PRODIWIREV(SEl) ,00kplyiiir, with th Florida 13hIini1 A ci:=21)(aucc No 4- r.•;5`. Csi" 1,..xpfiation By - N4mrit33) Pr tict Conirol i * 9 t 10 ° .,.., ,,,...._ 0 P ib 0 drovong M 1 0-01 1,5heet. 4 of 1=IIART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVERHORIZ. SLIDING. WINDOW 'WINDOW DIMS. 52-1/8" 73. 5 1 /8' 73" 25" 37-3/8" TRANSOM HEIGHT 12^ 18" 24" 30' 36" 42" I ANCHOR AT CH SIDE OF MULLION MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 2 ANCHORS AT EACH SIDE OF MULLION MULL TUBE 1 X 3 90.0 90.0 90.0 90.0 90.0 90_0 90.0 90,0 90.0 ILL TUBE 'I X . 90.0 .90.0 90.0 30.0 9C.0 90.0 90.0 90.0 90.0 90,0 90.0 9C.0 90.0 90.0 48" 90.0 90. 90.0 900 90.0 12" - 90.0 18" 90,0 24" 90.0 74.9 42° 69.9 46" 66.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 81.6 1 90.0 90.0 74.9 90.0 90.0 69.9 90.0 90.0 f:6.3 1290.0 90.0 86.9 90.0 0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 00.0 90.0 90.0 18" 90.0 SO. 24' 90.0 90.0 30' 90.0 30.0 90.0 90.0 90,0 90.0 90.0 90,0 12" 90.0 85.9 24" 4 76.5 90.0 86.1 76,6 30" 69.8 69.6 1 90.0 L 54.8 54-.8 427 61.0 61.0 48" 58.3 58.3 , 12" 90,0 90.0 18" 90,0 1 90.0 24" 90.0 L 3°' 90.0 I 36" 90.0 42" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 12" 90.0 90,0 90.0 90.0 18 90.0 i 00,0 90.0 90.0 24" 1 90.0 00.0 90.0 90.0 52 -1/8" 49-5/8" 30- 1 36" 73" 42" 48" r 24 90.0 85.0 90.0 90.0 85.9 90,0 90.0 83.3 33.3 90.0 90.0 81.9 81,9 90,0 90.0 12" j 79.1 82,8 90.0 90.0 18" 1 71.2 73.1 90.0 .30.0 53.2 90.0 --- .30' 1 60.2 61.0 1 77,0 90.0 65.0 66.1 36" 56.4 57,1 72.1 90.0 42" 53.4 54.2 I 68.3 90.0 ,2 52.0 1 65.4 90.0 CHART 'C' DEB1GN 1.0 AD CU' AC1TY •-• PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED CA(ER HORIZ. SLICING WINOM 1 ANCHOR AT 2 ANCHORS AT 'WINDOW Dims,, EACH SIDE OF MULLION EACH SIDE oF MULL! N MULL TUBL5 WINDOW W1NDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WD1H HEIGHT HEIGHT X 2-1/2 1 X 4 1 X 3 1 X 4 12" 90,0 90.0 90,0 90.0 18" 90.0 90.0 90,0 90.0 24" 90.0 90.0 90,0 ... ___ 90-0 36" ^ 90.0 90.0 90,0 90.0 36' 90.0 _ .. 90.0 .90,0 90.0 42" 90.0 9C.i.0 90.0 90..0 48" 90,0 90.0 90.0 90. 12" 90.0 90.0 1 90.0 90.0 18" 90.0 90,0 90.0 90.0 24" 84.084.0 90.0 90.0 52- 1/8" 62" 30" 79, 79.3 90.0 90,0 36" 76.1 76.1 90,0 90.0 42." _ 74.1 74,1 90.0 90.0 . . 48" - .... 73,0 ,,-, 90.0 L 12" 56.3 70.5 • ' 90.0 I- 1 60.7 63.4 77,5 _____ __ 90.0 24" _ 58.1 56.2 71.8 90,0 Tr 30- 52,5 54.1 - 67.2 90.0 36" 49.6 51.0 - - ----- - 63.4 90.0 - -- 47.3 50.5 i 89.3 42" 48,7 48' 45.5 46.9 58.9 86.1 WINDOW HT. 1 OR 2 ANCHORS Al EACH SIDE OF MULLION (AT VeNDOW FRAME) TYPICAL / SEE CHART FOR CAPACITY/ / 4'1;*/ ''''' ‘is'• i WINDOW 'MOTH 2 1/2" ji NXED OVER H.R. 3", 4" ngr ‘1,,Ate0 AHMAD CML FLA. PE 70592 C.A.t4, 353fs )t.tr.' I REVISE!) Ftorida Acc.cpInftee No By Pro-clnct (2t;m1rtri ig '"rt Lti 0 <-4 .. f 11 8 I / 3 drawing M1 01 (lifleet 5_ of 7) . (305) 593-6592. 01 o • • •••• • • • 000000 • • • • • • • 000000 • • • • EDGE DIST. 1BY WOOD BUCK • • • . 2. • 4 4 N-1 TYPICAL ANCHORS 1 OR 2 EACH SIDE OF MULL(AT WINDOW FRAME) SEE SHEET 3 & .- • FOR CAPACITY .4-.1 ..(1. 7 TYPICAL ANCHORS 1 OR 2 — AT EACH SIDE OF MULL SEESHEET3&4 FOR CAPACITY TYPICAL ANCHORS 1 O 2 AT FAG-1 SIDE OF MULL SCE SHEET 3 & 4 FOR CAPACITY METAL STRUCTURE TYPICAL ANCHORS 1 1 OR 2 "AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAI, ANCHORS.;; SEE ELEV. FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE -'r,k1711 _114" DIA. TAPCQN BY 2.1X (Fu=125 KSI, Fy=s1O0 KSI) INTO 2BY WOOD BUCKS CR WOOD STRUCTURES 1-1/2" N. PENETRATION INTO WOOD (HEAD/SILL/JA,1n,43S) THRU 1BY BUCKS INTO CONC, OR MASONRY 1-1/2" MIN, EMBED Itao CONCRETE (HEAD/SILL) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO. CONCRETE (HEAD/SILL) 1/4" DIA,_.A,TRACON BY 'ELCO' (Fu.177 KSI, ry.155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 —1 /2' MIN. PENETRATION INTO WOOD (HEAD/SILL/jAMBS) MIK) 18Y BUCKS INTO CONC. OR MASONRY 1-1/2" MIN, EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1 /2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 4'14 SMS OR Sit F DRILLING aCREWS (GRADE 2 CRS) NTO METAL STRUCTURES STEEL : 12 GA, MIN. (Ey 36 KSI MIN.) ALUMINUM 1/8" THK, MIN. (6CI63—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) DPICALLD_IF; INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS `cs. 3000 PS MN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FIXED 'WINDOW ANCHOR INSTALLATION DETAILS SHOWN ALSO APPLICABLE TO SINGLE HUNG AND HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, EQUAL LEG OR TIN FRAME CONFIGURATIONS, SMS --I/4" MIN. WOOD 'EMBED 1 OR 2._ AT EACH SIDE or MULL \ SEE SHEET 3 & 4 FOR CAPACITY EDGE TYPICAL ANCHORS 1 OR 2 L—AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY WOOD BUCKS AND METAL STRUCTURE NOT BY CG; WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE FIANCE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AJ ALL ANCHORAGE CONDITIONS, 2 3/8" MIN. 2 3/8" MIN. 'NI • • • • • • • • • • • • • • • • • • • • • " 1 • • * \ • • WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 24i”. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. ogr: JAVAD AHUAD CML FLA. PE V110592 C.A.N. 35478 446 2 4q05'. PRODUCT REVISED r.s complying %%h tha Florida Building. Code 4 , Acceptalice No t'1"7r 4 tA, t i011 MicatIVI)wle Plorluct Contcol 0 — 3 1J,1 droving no. M10-01 sheet 6 of 7 • • • •••••• • • • • • • • • • • • • 2 .r- 1.301 ---1 r__,.583 ---1 ;1 21 .500 T----r-- 1 It i P ______.______ ,-,-. ' ' 1 i i - - - - - 2.7;V 1 ,1 li 1 .085 _ I TYP. --t- . r" ,..„.,_4,- .065 •9 ,i1 4c TYP. - (-3 ___ .,.._ .065. 1YR 1 1 ro--- 1. 450 -----1 1 tc; 0 2.50.5 2 1 ^: 3,175 2.5.05 . LI frj L/ ilnr-Th .440 , r 1.335 1 I 11 1 11- I 3.575 1.4129 1 ,_________IU) 2:91, ' ..-. 1 1 , I • i 1.015 1 1 I '745 i __ .065 rfP. ; ' 1 . - r---il ;1 1 , ,,......_ LI 1 I 2.846 .500 --II 1.000 -,99 1 - 0 tr'i SERIES 130 SENTINE1._ --- II.R, WDW. FLANGE FM'yiE HEAD H.R. WE. FLANGE NGE FRAME JA1..19 _r_ 11) 1----------2.505---- ---4-- SERIES 110 SENTINEL I SERIES 120 SENTNEL (r) CY 0 121 r) 0 IX > 0 g FIX. WDW. rLANF-- F-R,Am 5.1-1, wow. FLANGE FRAME JAM S.H. WDW. FLANGE FRAME HEAD S.H. WOW. FLANc.,FFRSILL 'H.R. WDW FLAT,..;E FRAME JAMB FLANGE ADAPTOR 0 c11 N - v) 04.x CGI-115 CC/ - 1 3 5 CC1- 1 35 C01-137 CCIII- 1 .39 CGi- 109 X 0 1 4 5 c2 .1.301-- I-.- 1.583 -----I2737 --cl .$12 'r,-- h- /-I ; 1 - - --1 I .. i , ; L'... < 1.__ '---,------- 1 .065 _,_ _ __.„.., ,065 l'41-3. ...___ .- 055 .---1 2505 1)1). --- -- .055 . .0 65 1 _- --, 2..613 I Typ, 24:40 ;::, 3.175 ...) .- co . 2.505 I 1 1 i 1 1. 15 I .. . 1 - 1_11T f. i q 1 1 4 1.429 * 1 ). 2.505 1 1.550 1.550 1 = -I-4 I Pr- 1 r. . i • n,. TIP, _... i $ ex D001 TH STREET 72 ...f. .745 r - i -4 ; f- .500 -1-- 1 ,0,50 1 1-,-.--- 1 .395 -- -1 el 1-4- -- 1.495 ------ H.P. WOW. FLUSH FRAME HEAD -4-/ 1,015 H.R. WDW. FLUSH FAME JA.qu , 2.505 - - SERIES 1 101 1...IENTINEL S.H. WDW.L FLUSH FRAME SILL /-1 2.737 SERIES 120 SENTINEL HWOW._ FLUSH FRAME JAMB ca. 9- --1 SERIES 130 SENTINEL S.H. WOW. FLUSH FRAME JAMB S.H. WiDW,, FLUSH _FRAME HE,AQ COI--1 0 1 CGI-116 1 FY. 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