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WS-14-2080 (2) WIND DESIGN UALCL'LATIONS Yuris Ojeda,P.E. Yuris Ojeda,P.E. PROJECT: 14 NE First Ave. Suite 200 38 NE 108 ST Miami,Florida 33132 MIAMI SHORES,FLORIDA 33161 P:(305) 345-3335 F:(305) 351-8854 FOLIO NO. 11-2136-011-0050 e: yurisojedape@aol.com OWNER: BRIAN WIBORG www.ojedape.com f PERMIT No. WS-9-14-2080 !t)-v6-Zei� CODES:ASCE 7-10 FBC-2010 BLDG ENCLOSURE CLASSIF :ENCLOSED FLA. PE#72071 BUILDING RISK CATEGORY:II EXPOSURE CATEGORY: C V(ultimate)--175 mph V(asd)-- 0.60 x 175 mph=0.775 x 175 mph= 136 mph Kd=0.85 Kzt= 1.00 MEAN ROOF HEIGHT: 13'-0" ROOF SLOPE:(4:12 HIPPED/GABLED ROOF) VELOC.PRESSURE COEF:K(h=13'-0")=0.85 BLDG"w"@ NARROWEST DIM: 50'-0" CORNER DISTANCE FOR ZONE-5: %00% 0000.. .. 0000 a=O.lOxLmin� ..lOx5O'-0"=5'-0"(CONTROLS) . or a=0.4xh=0.4x 13'=5'-3" ,WHICHEVER IS SMALLER,BUT NOT LESS THAN 0.04 x(50'-0")OR 3�bt'•• 0000 .....: 0000 . WIND VELOCITY PRESSURE CALCULATION • 0000 0000 0000. 0000.. 0000 0000. qh=0.00256 x Kd x Kzt x Kh x(V)2 gh=0.00256 x 0.85 x 1.0 x 0.85 x(136 mph)2 6000:0 qh=34.21 lb/SQF . . . . 0000.. DESIGN WIND LOAD CALCULATION FOR DOORS/WINDOWS(COMPONENTS AND CLADDING) ;"••' • 0000.. DESIGN POSITIVE PRESSURE ZONES 4 AND 5: "" • P=gh[(GCp)-(GCpi)] (lb/SQF) Q412 ..:. DESIGN NEGATIVE PRESSURE ZONES 4: p=gh[(GCp)-(GCpi)] (lb/SQF) DESIGN NEGATIVE PRESSURE ZONES 5: p=gh[(GCp)-(GCpi)] (lb/SQF) 51 4 15 h=13'-0" GCpi=+/-0.18 (TABLE 26.11-1 PAGE 258 ASCE 7-10) E..-- --0- GCp(+),GCp(-)(FIGURE 30.4-1 PAGE 335 ASCE 7-10) a�,5'I O" a7-51-Off FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: WALL ZONES ELEVATION"A" ELEVATION"B" ELEVATION"C" ELEVATION"D" AREA--9.33 SQF AREA=3.36 SQF AREA= 13.00 SQF AREA=9.33 SQF ZONE4 ZONES ZONE4 ZONES ZONE4 ZONES ZONE4 ZONES GCp(+) +1.00 +1.00 +1.00 +1.00 +0.97 +0.97 +1.00 +1.00 GCp(-) -1.10 -1.40 -1.10 -1.40 -1.07 -1.35 -1.10 -1.40 PRESSURE(+) +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +39.4 PSF +39.4 PSF +40.4 PSF +40.4 PSF SUCTION(-) -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF -42.9 PSF -52.2 PSF -43.8 PSF -54.1 PSF L- PREPARED BY:YURIS OJEDA,P.E. SHEET 10 3 a a r MARK:F SIZE: 71-1/2"x 60" WIND PRESSURES: +39.4 PSF -42.9 PSF - REAR SIDE NOA No. 11-1031.04 EXISTING GARAGE DOOR PROJECT: • ZONE:4 H.R(OX) NOT PART OF THIS PERMIT •••••• 51'-0" F. 38 NE 108 ST ••• " MIAMI SHORES,FLORIDA 331(1"-. •. 20'-0" 18'-0' 13'-0" FOLIO NO. 11-2136MFC-0650 "'� ••••• OWNER:BRIAN WM61W • ...... /L .... .... . . PERMIT No.WS-9-1A4-�Q$8 ••,..• ..... o rrM BUILDING CMDITIb�tS� •• • MARK:H MARK :G ROOF TYPE:HIPPEb/CiAl2LED ROOF 4:12) ••••• SIZE: 71-1/2"x60" SIZE:37"x 76" WIND PRESSURES: WIND PRESSURES: MEAN ROOF HEIGUT Q* 13'-0" ••*• • +39.4 PSF -42.9 PSF +38.7 PSF -42.1 PSF EXT.WALL CONSAVCAON MAnIdALS- NOA No. 11-1031.04 NOA No. 12-0402.03 REINF.CONC./CONC. BLOCK> *90NRY ZONE:4 H.R(XO) ZONE:4 F.D(X) MARK:J - SIZE:37"x 26" o MARK:I TERRACE GARAGE N P,^CF r ' SIZE: 37"x 63" I ��•.._.� ._..._.__�- �� WIND PRESSURES: iv +40.4 PSF -43.8 PSF WIND PRESSURES: OCT 0 ' NOA No. 11-1031.04 +40.4 PSF -54.1 PSF ZONE:4 H.R(OX) NOA No. 11-1031.04 ZONE: 5 H.R(OX) MARK:K f ---- SIZE: 53-1/8"x 50-5/8" WIND PRESSURES: +40.4 PSF -43.8 PSF NOA No. 11-1031.04 w _ C? ZONE:4 H.R(XO) - N MARK:L FAMILY ROOM SIZE:74"x 38-3/8" a � WIND PRESSURES: O KITCHEN +40.4 PSF -54.1 PSF W O P +� . NOA No. 11-1031.04 BEDROOM 2 x �` ZONE: 5 H.R(XO) w MARK:E o SIZE:37"x 38-3/8" ) �- WIND PRESSURES: N +40.4 PSF 43.8 PSF Miami Shores Village o CLOSET LIVING ROOM NOA No. 11-1031.04 N LEXISTING ENTRY DOOR APPROVED BY DATE A/C ZONE:4 H.R(OX) NOT PART OF THIS PERMIT DINING ROOM MARK :M O 70l%!I VF-'PT SIZE: 74"x 38-3/8"WIND PRESSURES: v, ir.r �. r- +40.4 PSF -54.1 PSF cn BEDROOM 1 T �- 1 NOA No. 11-1031.04TER O R ZONE: 5 H.R(OX) PL cV -71-411 FRONT SIDE 21'-0" 12'-011 '-0" 13'-0" l MARK:A MARK:B SIZE: 53-1/8"x 50-5/8" SIZE:26"x 37-1/4" MARK:C MARK:D ///v SIZE: 111"x 50-5/8" SIZE: 53-1/8"x 50-5/8e ur �J�jWIND PRESSURES: WIND PRESSURES: WIND PRESSURES: WIND PRESSURES: ��/i ! r +40.4 PSF -43.8 PSF +40.4 PSF -54.1 PSF +39.4 PSF 42.9 PSF +40.4 PSF -54.1 PSF3/3Z NOA No. 11-1031.04 NOA No. 11-1031.04 NOA No. 11-1031.04 NOA No. 11-1031.04 - - ZONE:4 H.R(OX) ZONE: 5 H.R(OX) ZONE:4 H.R(XOX) ZONE: 5 H.R(OX) 3 3 FLOOR PLAN SCALE: 1/8"=1'-0" i WIND DESIGN CALCOLATIONS Yuris Ojeda, P.E. Yuris Ojeda, P.E. PROJECT: 14 NE First Ave. Suite 200 38 NE 108 ST Miami,Florida 33132 MIAMI SHORES,FLORIDA 33161 P:(305) 345-3335 F:(305)351-8854 1 FOLIO NO. 11-2136-011-0050 e: yurisojedape@aol.com OWNER: BRIAN WIBORG www•ojedape.com PERMIT No. WS-9-14-2080 l FLA. PE#72071 FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: ELEVATION"B" ELEVATION"F" ELEVATION"G" ELEVATION"H" AREA=4.93 SQF AREA=14.89 SQF AREA=19.52 SQF AREA=14.89 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 6 ••• ZONA 4 ZO1�•Y:• .. .... ... .. .... ...... GCp(+) +1.00 +1.00 +0.97 +0.97 +0.95 +0.950••0•• +0.97 +0!97 • .... .... :***0: •••• •••• ...... GCp(-) -1.10 -1.40 -1.07 -1.35 -1.05 -1.30 -1.07 -1; ••• .... ... PRESSURE(+) +40.4 PSF +40.4 PSF +39.4 PSF +39.4 PSF +38.7 PSF +38.7 P;F*:• 39.4 PSF +39.4 PSF, . . . . ...... SUCTION(-) -43.8 PSF -54.1 PSF -42.9 PSF -52.2 PSF -42.1 PSF -50.7 Ph•'10.142.9 PS9•• -52.2;PSF- ELEVATION"I" ELEVATION"J" ELEVATION"K" ELEVATION"L" AREA=8.09 SQF AREA=3.34 SQF AREA=9.33 SQF AREA=9.86 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCp(+) +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 +1.00 GCp(-) -1.10 -1.40 -1.10 -1.40 -1.10 -1.40 -1.10 -1.40 PRESSURE(+) +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF SUCTION(-) -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF -43.8 PSF -54.1 PSF PREPARED BY:YURIS OJEDA,P.E. SHEET 2 OF 3 WIND DESIGN CALCULATIONS Yuris Ojeda, P.E. Yuris Ojeda, P.E. PROJECT: 14 NE First Ave. Suite 200 38 NE 108 ST Miami,Florida 33132 MIAMI SHORES,FLORIDA 33161 P:(305)345-3335 F:(305) 351-8854 FOLIO NO. 11-2136-011-0050 e: yurisojedape@aol.com OWNER: BRIAN WIBORG www.ojedape.com PERMIT No. WS-9-14-2080 FLA. PE#72071 FINAL PRESSURE RESULTS ARE SHOWN ON TABLE BELOW: ELEVATION"M" AREA=9.86 SQF ZONE ZONE ' • •••••• V • . GCp(+) +1.00 +1.00 ...:.. .... .... . . GCp(-) -1.10 -1.40 .... .... ..... .. .. .. . ...... PRESSURE(+) +40.4 PSF +40.4 PSF ...... .' . . . . ....% SUCTION(-) 43.8 PSF -54.1 PSF : :*see: •..• PREPARED BY:YURIS OJEDA,P.E. SHEET 3 OF 3 R RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tributary,Area in Square Feet Height 10 20 30 40 50 60 -- (Maximum) 0 -- (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 7773 ,:36135..7 20 42.7 40.8 39.7 38.9 3$.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 1 49.8 48.8 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or Tri Area in Square,Feet Height 10.__ 20 30 50. . _:.r... 60. (Maximum) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 1 -53.8 1 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4- -48.3 -46.8 -45.6-,- .1,,--- -44.7 20 -t.l.2 -53.4 -51.1 -49.5 -48.3 -47.3 ` 25 -59.8 -55.8 -53.4 .-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 =53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 =58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever i. r, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof heigh, e NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF . IZ-OyOL• 0� � t��k ((C� �2 <I< Sco ( I -1031.04 Lk OoT Y- Xo x fl-lo3t.oy xo ��-co31•�y v6 x 3- lLll t2 t I -Ic731,0`i r, kp Q O M!®DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/cera/ CGI Windows &Doors 1.0100 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 PERA - 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. PERA 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 Zane. t DESCRIPTION: Series"1101 Sentinel"AIominva SIA06I ag'�li APPROVAL DOCUMENT: Drawing No.W10-03,titled"Series 110 Sentinel Alum S.H. Wdw. (S.M.I.) (L.M.I.)",sheets 1 through 9 of 9, dated 02/02/10,with revision A,dated 08/13/10,prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: 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#10-0510.11 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 M"10DVED AD,couNTY Expiration Date: September 22,2015 Approval Date: January 12,2012 ly�l Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series 110 Sentinel Alum S.H. Wdw(S.M.I.) (L.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision A, dated 08/13/10,prepared by M'.-.Farooq Corporation, signed and sealed by Javad Ahmad,P. E. 7 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 along with marked—up drawings and installation diagram of series"Sentinel' single hung windows,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL4080-0101-10,dated 02/03/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA#10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al—Farooq Corporation,dated 04/26/10 and updated on 11/04/11,signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114325.05"issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their"Saflex Composites Glass Interlayer with PET Core"dated 02/25/09,expiring on 12/11/13. Manuef Pere E. Product Control am' er NOA No. 1 5.08 Expiration Date: September 22,2015 Approval Date: January 12,2012 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-20.07 and FBC-2010 and of no financial interest dated 10/04/11, issued by Al-Farooq Corporation, signed and sealed .'i by Javad Ahmad, P.E. <j, 2. Laboratory compliance letter for Test Report No. HTL,0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham,P. E. (Submitted under previous NOA No.10—0510.14) 3. Proposal No. 09-0032 issued by BCCO,dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10—051011) G. OTHERS 1. Notice of Acceptance No. 10-0510.11, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 110" Aluminum Single Hung Window L.M.I. approved on 09/22/10 and expiring on 09/22/15. Manuel Per E. Product Control a iner . NOA No.11- 15.08 Expiration Date: September 22,2015 Approval Date: January 12,2012 E-2 r ' 53 1/8" 52 1/8`' 52 1/8" �V FLANGE WIDTH BUCK WIDTH BUCK WIDTH o 47 7/16" 47 7/1 . 47 7/16" 00 3 D.L.O. (FIX. LITE) FALSE_MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) O m z 20 9/16" (SURFACE APPLIED) a (SURFACE APPLIED) �• • 9 / 20 9 tf. • ••••N �Ic�c OPTIONAL / ** OPTIONAL 20 9/16" * �.�2 l0 I • 6" MAX. MAX. 5 t/2" MAX. MAX. . 5 1/2" MAX. MAX. • • . � N n- , HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL CORNERS. TA CORNERS Al I •a U • CORNERS A2 •••••• O w••• ••••• • II II II' II o II II •••• O 6•4 •••• II II w II Il II Il ••.••� Q R•.; R* �••• D t II Ii t II II t 11 I! •• •• •W p} O •••••I I /. I I , rn S I I a & > < o tf== i1====- M y I I /r-I I M I I // I I s-ij • • Q d •••• M o II / II : M p D1 II II a M Q II / If • t ��,qJUJ .�,I N • ~s B it ii O F_ II II O o II It �•`� • LL lLLbdij'e 0 •••. W. B I! II II IIIA M t = _ �tJCNN7lQ a z w Q zo writ r Ld n ^ x Y Y II II ? U o .� it II ¢I 11 /. II m I II a t �L II �/ II a t II �/ II t = a 00 _ t CA w II // II � S2 II // II 00 w \ w \ > Eif M M " _-I1__ �/ _II---- M Y II •� II ¢ m \ w \ II 11 N * - - * II _ it M z M - -II-- - I = M n r p -----ft-- - t�-- _- --- _ M M II II in ¢ n rn o ==tF=- - =t�====- n r� o -it-- - ci II II V) w K) E1 II II M W � - II = ____- i EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS V DESIGN LOAD CAPACITY - PSF DESIGN [AAD CAPACITY - PSF o FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'A1' GLASS TYPES 'B'k'BS' FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES `A'&'Al' GLASS TYPES 'B'&'Bl' ® oI WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1NT.(--) EXT.(+) 1NT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NL(-) EXT.(+) INT.(-) 3 19x1/8" 18-1/8" 75.0 75.0 80.0 85.0 53-1/8" 76" 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 C 1- 26-11/2- 25-1/2" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 fE • N 3 38" 25" 768 80.0 85A 26-1/2" 25-1/2" 70-5/8" 75.0 75.0 80.0 85.0 060 • ry n ••••• 49" 48" 75.0 75,0 80.0 85.Q 3f" 30" 63-5/8" 75.0 75.0 80.0 B5.0 Q • • ••'•p U •• •• ••• ••• M ••••• 53-1/8" 52-1/8" 75,0 75.0 80.0 85.0 33" 85" 32" 84" 60" 75.0 75.0 80.0 85.0 � � • Q 19 1/ 18-1/8'. 75.0 7 0 80.0 85.0 37" 36" 53-1/2" 75.0 75.0 80.0 85.0 •• ••• 40,00' •••• 28'. 25 1/2" 7&0 80.0 85.0 43" 42" 45-1/4" 75.0 75.0 80.0 85.0 •• ••• 4- •V • D ()0099 •••• 37" 3t3-�" 36" 37-3/8" 75.0 75 0 80.0 85.0 vi • i�09 Z � I� • • 49" 48" 75:0 75.0 80.0 85,0 w •• • C ' :a ••••• 53-1/B" 52-1/8" 75.0 75.0 8010 85.0 19x1/8" 18-1/8" 75.0 75.0 80.0 85.0 WIDTH z : •: i1 C�� d •• 25-1/2" 75.0 75.0 80.0 85.0 : -j•• 0 0 t- 26-1/2' O•yp •••i• • . . . aW3Lr �L ..... 37" 50-5/8" 36" 49-5/8" 75,0 75.0 80.0 85.0 • • W V!�A o • 49" 48" 75.0 75.0 80.0 85.0 z �? 53-1/8" 52-1/8" 1 75.0 75.0 80.0 85.0 %/ IN w 19-1/8" 18-1/8" 75.0 75.0 80.0 65.0 / �4 eeeiii 264/2" 25-1/2" 75A. _ 80.0 65.0 c9 d x 36" 62" " X5:0 - 75.0" 80.0 85,0 x �? -� 0) 49" T26>48" 75.0 75.0 80.0 85.0 V 53-1/8" 52-1/8" 75.0 75.0' 80.0 85.0 A ^ M 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 S(N� 1. g 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 v (n 37"' 76" o 76" 36" 75" 75.0 75.0 80.0 LO 85.0 o O 49" 48" 7s.o 15.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) 3 O Lu 53-1/e" 52-1/8" 75.0 75.0Of 80.0 85.0 ` Z 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 vi� � J:N o 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 F-c 37" 85" 36" 84 75.0 75.0 80.0 85.0 L 46-1/2" 45-1/2" 75.0 75.0 80.0 85.0 nP' BUCK DIMS X2" TYP. w O N n M Z - LO ZzJ to p o WIDTH � O. a0Q FLAN {� FLANGE DIMS w Lu rn BUCK DIMS 2 ra ca �' EQUAL LEG FRAME N o �u BUCK DIMS EQU& o C 1 "1 ' � o W mo FIN FRS BUCK DIMS Engr: 'JAVAD A.-AD. PRODUCT REVISED ff CIVIL 8S cwtt.;>!ying with the FlOrida+A iv FLA. PE # 70592 C.A.N.f +. $uildittg Code o � 538 . T i 7 AcCep':r toe No�8 Expiration Date 2�fJr q FLANGE ADAPTOR FRAME �. Miami ade Prothwll pn OI drawing no. FLANGE DIMS _I `f Q 411 Wl0_....03 V sheet 2 of g EEICLDANCHDRs FIN FRAME ILLUSTRATIVE DTLS. ONLY FOR SPACING EXT. OR INT. FINISHES Et 1 I NOT BY CGI Z Z • ••• r WW M ••:• 0. 4c AN m HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING001,�•A00' C CC 00•• .! ••:• NOT BY CGI • w M SM (GRADE 2 CRS) 0 0 0 0•• DA J i •••i 0000 •• a • • A2 E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES '0000• O T•. •.• E8 BACKBED 1-1/4" MIN. PENETRATION INTO WOOD ••�••� U.��.� ... I! I! •• •• •$ W i9 G • 0000 CAULKING 0000.. Cas o • ! I S5 • • � • 0000 II II • • ��N 0 cq • • I! I! 0 LL 0 0 0 o Q•IN 4L awoo: I 'I w u t - o c9 !I !I M9 Z•� � ro ao Ij Ij J C7 M�yy Q_ J Q2W1i H 0 II II l! I! LO Ij Ij SWEEP LOCK II II OPTIONAL TO to E8 EGRESS LOCK ) Nko AT SILL o 0 Lu v WOOD STRUCTURE 1/4" MAX. BUCK HEIGHT 1/4" MAX. _ O ES NOT BY CGI GAP GAP P40 E4 1/2" MIN. 1/2" MIN. ¢ 3 N MLo (10 2fZ -I mw �` "' 3 a= o G7 � w Ell, D2aa -j F N U BACKBED r CAULKING w i it 'i o !i !i > rL !j !i — 0 jj ij 1 _- -- Jill c So S4 z 1 HOUSE WRAP EG NOT BY CGI vi o I E3 Eti EXTERIORo o M9 o D.L. OPG. f 2 I14 BACKBED f CAULKING o ' E2 Engr...JA Ap AHM;�D C D • '` �'[2Gt)UCI'REVISED FLA, pg 7052 r complying with the Floridacq HOUSE WRAP _ C.AdJ. 538 BuildingCode 0 T NOT BY CGI Acceptance No Z kAj r o �I i ,• '. Exp#ration Date o cli \ Hy drawing no. 241 mi. ado Product it 1N� 0-03 Ell TYPICAL ANCHORS r SEE ELEV. FOR SPACING sheet 7 of 9 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �V M E1 CGI-100 1 FRAME HEAD 6063-T6 - 0 I E2 CGI-101 1 FRAME SILL 6063-T6 - Q E3 CGI-102 2 FRAME JAMB 6063-T6 - Z E4 CGI-103 1 MEETING RAIL 6063-T6 - • • E5 CGI-104 1 LOCK RAIL 6063-T6 - •' Q'g Cq � "••�• E6 CGI-105 1 HANDLE RAIL 6063-T6 O A:::-8 V •• • • E7 CGI-106 2 SASH RAIL 6063-T6 - 00*00, a •.•.. E8 CGI-107 AS READ. 5/16" GLAZING BEAD 6063-TS - 0,006 1 f666 LL • E9 CGI-108 AS READ. 0.700" GLAZING BEAD 6063-T5 - '9000 0`•8j•••� 09:006 E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 -- 6 W P'► O • A 1900* •• 0.0 E71 CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - •• • > Q O 0 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - • • • a0 t- 0 •• E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - = 3 � N • E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - '00' ; W LLPM.'t G '•'; E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - Ja Q J QLu r M1 CGI-382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - m M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUN. LO M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. v (n M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVANO W M M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. _ M15 CGI--133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M °� y M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M V? LO „ M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. NM M M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. z 03 o ) M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M LiLi Z Z� , a O= �, M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. a _ O M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV U o Q 3 M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. w J-1U S2 — 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST ST. ASSEMBLY SCREW — — v S4 — 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW — — S5 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY — — S6 2/ LOCK # 6 X 1/2" LG. FH. SMS. ® CGI-133 & CAM LOCK — 08 L U a N N a 0 C N M O O 5 O ELU1 O e Eng JAVAO AH IAO FROI)UCT REVISED N II O . 04 FtA! PEIVIL#"70fs9� a; complying with the FloTi& N �:4.N.'35512 Ilei?ding Code Aoeeptanoe N0 .0 S a; A IBX iration I7dte MILI mom. iain' adeProductCon i drawing no. u ../ woo 03 sheet 8 of g ' 2.5Q5 2.505 U ' Q65 S2 a I S2 0 1.745 g 1 811 1.550 1.680I Z N 01 • .745 065 - 1.245 ••• c'v NP. 745 065 ! • ••• (11a •••• NP. {• • O•• N o • 1.415 .050 I •••••• O w•• m •••• • 1.015 11.395 •••••• IL �0 • • �••••• •�••d� • ••• Et2 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER ��•��• ��•�t-1 ��•, 1.583 1.5831.007 ' •••••• O m > o • •:0 9 0• • • • O � • • • •••• .745 � � • • ��a�� N • • Q65 .065 I •••• i M • • TYP. NP. 065 ' ••NP. 2.113 ,J ZJ i.368 w 3.675 3.175 3.175 1.015 a 1.429 1 429 VENT TOP CORNER L I rn 1.220�I to 1.000 .500IE: r7 5d0 �� E4 u�i MEETING RAIL vi {n ` 2.5x5 FRAME TOP CORNER �- � o Fes-2.505 0 � � 0 0 ui 1.220 � Et4 FLANGE FRAME SILL E2 FLUSH FRAME SILL U) ~ `' 500 1.301 .1.301 1.043 3r r j 1.788 . N M 065 065 .065 11'p. w Z Z to NP. NP. to - M 24 40 1.015 . o " 2.440 I i C0 Q 1.015 E5 LOCK RAILLk I w 1.015 FRAME BOTTOM CORNER �i VENT BOTTOM CORNER .745 � 2.195 2.846 2.346 .745 1to E13 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB w 1,892 �r 065 N 1.043 Np, i m $ _j 70 050 NP. 70 - 050 NP. 1.015 S2 iri I I 0 � t2I Na .864 .864 cd o o HAND RAIL a Jr- E8 5/16" GLAZING BEAD E9 .700" GLAZING BEAD 1.395 Engri JAVAQ'AHMAR PlIODUC lZ VISED N q 1.449 1.395 .745 CIVIL as comptyiV with the Florida 1.450 FLA, RE # 7()592 N .180 iiz�ilding Code o 180 C.A,N. 35 fit;: f S 293 �cceptanae s�o I" 5i ;; a' 050 060 1.025 065 15 .550 .050 1~x iration Bate . f y 7 3..- .065 I�- A l B Y 1.413 ETON Miem ado duct o drawing no. W10-03 M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL Eto FLANGE ADAPTOR sheet 9 of 9 MIAMI- MIAMI—DADE COUNTY,FLORII?A. •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiQade.gov/ CGI Windows&Doors 100 N.W.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 PERA 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. PERA 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'!$eetiz 120"Aluminum Herboatal. APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through i l of 11, dated 03/29/2010, with the latest revision "B", dated 10/10/11, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact-Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal.application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur.after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: 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 No. 10-0510.12 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. PWA 11 111 . ... �s�n• Expiration Date:'!!»ieWir Z2, Approval Date: January 12,2012 i 1'L Page 1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0510.12) 2. Drawing No. W10-18, titled' Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT"080-0102-10,dated 06/04/2010,signed and sealed by Vinu J.Abraham, P. E. (Submitted under previous NDA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) .-E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers"dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites uped for lamination of glass"dated 7/17/2008, a pirin on 12/11/2013. Jaime D.Gasco ,P.B. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22,2015 Approval Date: January 12,2012 �-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010, dated October 06,2011, signed and sealed by Javad Ahmad,P. E. .. 2: ' fitatement letter of conformance, no financial interest and complia with the FBC-2007, dated May 05,2010,signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 10-0510.12) 3. Laboratory compliance letter for Test Report No. IITL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu I Abraham,P. E. (Submitted under previous NOA No. 10-0510.12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez,P.E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 10-0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window:-- L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. Jaime D.Gafcon,P.E. Product Control section Supervbor NOA No.11-1031.04 Expiration Date: September 22,2015 Approval Date: January 12,2012 E-2 APICAL ELEVATION All" 110" (� a` FLANGE WIOTjlIBUCK WIDTH o 406" 26 5/8" 5 1/2" 26 5/8" of MAX. 10" MAX. MAX. MAX. 10" MAX. MAX, HEAD/SILL MTG. STILES HEAD/BILI w HEAD/SILL MTG. STILES HEAD/SILL m Z 3 A C 5 o Al 5"� \ o H W 1 I I 1 1 G 0 O ii ii ii n � Q E II ii ii F ii F v � q � � If Il C7 N 4 If xl / ~ � x M 11 q X47 � o I O cpa cow oo u> -S I1 T M J j �: p j N (I "' o it {L z 0 U. ppb m N J � Q '! II II 11 Q W B � II N B1 II co FALSE MUNTINS FALSE MUN71NSJ v JLO (SURFACE APPLIED) 32 7/8" 32 7/8" 1 VADDL. ANCHORS (SURFACE APPLJED) 32 7/8" 32 7/8" \L1L. ANCHORSOPTIONAL ENTER OF LITES do MTG. STILES OPTIONAL CENTER OF LITES & MTG. STILESOf D.L. OPG. D.L. OPG. AT HEAD/SILL D.L. OPG. D.L. OPG. ` 0 36 3/8" SEE NOTE {*) ON SHEET 2 AT HEAD/SILL 0 W 36 3/8" SEE NOTE (*) ON SHEET 2 p tz VENT WIDTH VENT WIDTH old c i FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME IV) p 3 NM 0 110" ZJ zLj_ BUCK WIDTH 3 0 5 1/2" 13 5/16" _ O g MAX. 5" MAX. MAX. C7 p Q HEAD/SILL MTG. STILES 5.. mAx HEAD/SILL m U MTG. STILES iv d z A2 SERIES 120 SENTINEL PRODLICrRLYISFD •• '� ALUMINUM HORIZONTAL SLIDING WINDOW fixcomiilying tivFth tt�c P iQrktti•, ••�• liutding Colic • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER Acceptance I O .. • e I I-(� s o •o w CHARTS SHOWN ON SHEET 3. .•• o • r • E2 II F II F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ••'• APP • 9 ti N • ••• e • • I I Ml�lut sdc P oduct Coutes " ... OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY �•���� :so- �- APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS • C . •••• IN BETWEEN. n C14 = \ M it LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • e�: �. tO Y m io J I II WILL APPLY TO ENTIRE SYSTEM. "" v L to o n LAMINATED GLASS so in • m - ---��----- - =_ __�-- INSULATING LAM. GLASS ° o ^ •••: -- — TF—`--- --- II THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE N b ' ' �� II REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SMALL MISSILE .IMPACT a m HURRICANE ZONE (HVHZ). - LARGE MISSILV IJAIPACT ` c B2 �� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER fl� O LOADS TO THE STRUCTURE. Engr: JAVAD AHMAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I CIVIP I `j ci EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i fLX SPE'j 70592•• ' 0 `' C.A.N. 3538 D5. FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE APPLIED) 32 7/8" 32 7/8" NOT PART OF THIS APPROVAL. y OPTIONAL D.L. OPG. D.L. OPG. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT —JANdrawing no. VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 012 W10-18 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 11JI DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF V (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) 0 FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&`Bl' FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' o WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z n 3 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.065.0 80.0 90.0 0 i im 26" 25" 37" 36" 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 2 a n 53-1/8" 52-1/8° 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 0: p o v 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 Q 28-1/2° 25-1/2" 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/e" 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/B" 85.0 65.0 80.0 90.0 � O 37" 36" $5.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 111 110 65.0 65.0 60.0 90.0 3830-W37-3/8" " " Q 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 50-5/8" 73° 49-5/8" 65.0 65.0 80.0 90.0 V p c�� 74" -: 73" $5.0 86.0 80.0 90.0 106-1/4" 130-5/1' 105-1/4" 49-5/8" 65.0 65.0 80.0 90.0 74" 63" 73" 62" 65.0 65.0 80.0 90.0 a 0 W M 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 111" 110" 65.0 80,0 90.0 0 [L n p 37" 36" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 y ( we 36" .0 � p N 53-1f" 52-1/8" 65.0 85.0 80.0 90.0 106-1/4" 63" 105-1/4" 62" 61.6 61.6 78.2 78.2 Q i 74" 73" 65.0 65.0 80.0 90.0 111" 110" 60.0 60.0 78.4 78.4 i 1LZm 26-1/2- 25-1/2- 65.0 65.0 80.0 90.0 106-1/4* " 105-1/4" 62" - - 80.0 90.0 Q W 62" 37" m 36" 65.0 65.0 80.0 90.0 111" 63 110" - - 80.0 90.0 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 74° 73" 60.2 80.2 74.3 74.3 a rn 74" 63" 73" 1 62" - - 80.0 90.0 'I` to I *ADDL. ANCHORS REQUIRED AT CENTER OF LITES AND MTG. STILE ENDS. Ln (1/2W) (l/2W) c� 0w M (1/3w) (1/3w) (1/3w) (1/4w) (1/2w) (1/4w) � � N o O N M M ZzLL- OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH `rte" 3 0 'XO OR 0X'. 'XOX' 'XOX' U o 5 rttouuc t•IzrvtscD •• • • Nz" TYP. BUCK DIMS Kt" TYP. BUCK DIMS BUCK DIMS nscoroplying�vithtE�c�tor�de• ..s. tsufding Cade ., ,, 06 Acceptance No Q .... Expf tfo ®:etc U • ... i .,. FLANGE FRAA EQUAL LE FRAME FLANQE ADAPTOR FRAME Mlgtuf tadePeoductC��sol � z ,•„ ...... FLANGE DIMS FLANGE DIMS I : • : IZ e e% 4 � � $ m E& FLANGE & FLANGE ADAPTOR;`RA,,ME E21 0 EQUAL LEG FRAMEA EngY: JAVAO AHMAQ CML• iv STD. MTG. RAIL: H.D. MTG. RAIL: �t C.A.�� �5�ssa LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 "g -90.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300--•04 (3 SEC. GUSTS) drawing no. DECDFLORIDA LARATORY STA UIpMENT DCA05 DEC-219 ING COMMISSION � N 2D�� W10-18 (sheet 2 of 11 I -• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF p V 5 (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) !I I BUCK DIMS. GLASS TYPES 'A!k'Al'j GLASS TYPES `13'dc'B1' BUCK DIMS. GLASS TYPES 'A'k'A1' GLASS TYPES 'B'Ac'B1' BUCK DIMS. GLASS TYPES 'A'&'AI' GLASS TYPES 'B'&'$1' � WIDTH HEIGHT EXT.(+) INT.(-) I EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 65.0 65.0 1 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 65.0 65A 80.0 80.p f' 36" 25" 85.0 85.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 a a N 52-1/8" 65.0 65.0 80.080.0 110" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 0 73" 65.0 65.0 80.0 80.0 73" 65.0 65,080.0 80.0 73" 65.0 65.0 80.0 80.0 25-1/2" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8- 1 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 85.0 65.0 80.0 80.0 � p 36" 37-3/8" 65.0 65.0 80.0 80.0 110" 85.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 0 52-1/8" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 49-5/8" 65.0 65.0 80.0 80.0 v a cMt`�i 73" 65.0 65.0 80.0 80.0 105-1/4" 49-5/8" 65.0 65.0 80.0 80.0 73" 62" 65.0 65.0 80.0 80.0 0'C w M 25-1/2" 65.0 65.0 80.0 80.0 110" 85.0 65.0 80.0 80.0 0 a Q Q O 36" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 0 y 00 0 49-5/8" 52-1/8" 65.0 65.0 80.0 80.0 105-1/4" 62" 61.6 61.6 80.0 80.0 4 LL a 73" 65.0 65.0 80.0 80.0 Z N 0 110" 60.0 60.0 80.0 80.0 z M , 25-1/2- 65.0 65.0 80.0 80.0 Q N 36" 62" 65.0 65.0 80.0 80.0 w .i 52-1/8" 65.0 65.0 80.0 80.0 73" 60.2 60.2 80.0 80.0 J ONE t� (1/2W) (1/2w) (1/3w) (1/3W) (1/3w) (1/4w) (1/2W) (1/4w) O C1 ' � V) 0 � 3NM PERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH p 'XO OR OX' 'XOX' 'XOX' N o M Qa v � 0 F- .. . CK DIMS . • • •••• PRODUC f REVISED•• • • •• as complying with thc�1'1o11 ' buldin Code Acceptance No .A ••• FIN FRA hAF Expl n :+te 7�u' 0 ...,. 04 1 6 ... I►'Ilamlade Praducl t"Erttldl °_4 0496:9 ...... 00 • 640060 (A • i • • • 0 41 $ 0 •1 •••• FIN FRAME ES E21 . o En JaVAD AH0V, CIVIt.' N N ,FiA.'Ot' 70592 STD. MTG. RAIL: H.D. MTG. RAIL: C.AN. 3538 , LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF NOTE: $ GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-04 (3 SEC. GUSTS) i drawing no. AND FLORIDA UILDING COMMISSON DECLARATORY STATEN NT DCA05I DEC-219 JAN 3' 012 sheet 3 of 11 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS o Q � .075" PVC INTERLAYER c .075" PVB INTERLAYER - U VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTIA' o OR OR 0. w .090" PVB INTERLAYER .090" PVB INTERLAYER I C 4 SAFLEX IIIG BY 'SOLUTIA' SAFLEX IIIG BY 'SOLUTIA' o a OR - 090" SGP OR v 090" SGP INTERLAYER INTERLAYER Q B1f 'DUPONT' BY 'DUPONT` O►R: � 8 0E < < 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS �o Y. - 0 N SIUCONE 1200 SILICONE Q W N w GE 1200 DOW CORNING 899 N DOW CORNING 899 LL Z DOW CORNING 995 ..( � M J \ M1 M1 i .. DOW CORNING 995 a w Ii !i ii .i N Of E8 W E8 qn g � o �t GLASS TYMIC .A' GLASS TYPE `B' a O 0 r� 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS � Jd � �� rn 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS N M p �M rn .075" PVB INTERLAYER .075" PVB INTERLAYER 1/4" AIR SPACE VANCEVA COMPOSITE BY 'SOLUTIA' Z z Ii ^ VANCEVA COMPOSITE 8Y 'SOLUTIA' o o OR 1/4" AIR SPACE OR O � v 090" PVB INTERLAYER .090" PV8 INTERLAYER E3 1/8" ANN. GLASSOOARFLEX IIIG BY `SOLUTIA' 1/8" HEAT STREN'D GLASS ZR LEX IIIG BY 'SOLUTIA' U O g .090" SGP INTERLAYER090" SGP INTERLAYER BY 'DUPONT' BY 'DUP0IN 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS • SILICONE � � SILICONE ••••.• a � • • c - • •.• z GE 1200 z GE 1200 PPIODUCf11CVISCp••"• • DOW CORNING 899 DOW CORNING 899 �s complying with the FlslfAa M1 DOW CORNING 995 DOW CORNING 995 • •• M 1 q 1 it bolding Code •• ••• N • ••• Acceptance No O n ate a` z z • •;• I' e s r • �y t • •:• a 11�ptp11 a product Control . W E9 E9 _ M7 M3 c W GLASS TYPE 'Al' GLASS TYPE `B1' 0.70" OVERALL iNSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS EnJAVAD AHMAO o, A CIVIL, N e FLAT PE ,70592 n C,A: S, NOTE; '1 t' Li a IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. �•+f'r ' {� � ��� drawing no. J W10-18 sheet 4 of 11) TYPICAL ANCHORS FETAL FLANGE & FLANGE ADAPTOR FRAME V SEE REV. STRUCTURE 1 BY FOR SPACINGCING WOOD BUCK I TYPICAL. ANCHORS of v 4 v SEE ELEV. FOR SPACING -------------------- PACING __ ___ __ _ r 4's 4 4 a ,'• Z ao r------------------- --------------i� Z f g n I� MIAMI—DADE COUNTY APPROVED II �► g I I MULLION do MULLION ANCHORS II w 1 3 a I �1 SEE SEPARATE NOAIL a�I h �Oo3 I \ p w o 0 2 1 0 __--- -____-_-- � Q 08 a 1 v ' i a E7 C� aa S cl— a TYPICAL ANCHORS - II II 1 TYPICAL LEV ANCHORS EESEE ELEV. 0 N FOR SPACING w 3 U. II Ii j FOR SPACING Q LL zto vi � !I Q �! !' WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. i Ij i i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM it _ AND TRANSFER THEM TO THE BUILDING STRUCTURE. x � TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/8" MIN. i! j Ij 1/4DIA, TAPCON BYITW " ' ' �� (Fu-120 KSI, Fy=92 KSI) c� IY M (Fu-177 KSI, Fy=155 KSI) A 0 w a !j aij !j INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ill o Q'i �E 1-3/8" MIN. PENETRATION INTO WOOD I THRU 1 BY BUCKS INTO CONC. OR MASONRY N � I Ln I G] �I �I WHEN USED THE MIN. WOOD BUCK i' ! DEPTH SHALL BE 2%", THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 3M M W it II a 0 !I cYi DEEPER OR BEVELED WOODBUCKS IS 0 m ''� i PERMITTED. DIRECTLY INTO CONC. OR MASONRY cn Z z 1-1/4" MIN. EMBED INTO CONC. OR MASONRYo o W i Ei ii !j ij !i #14 SMS OR SELF DRILL= SCREWS (GRADE 2 CRS) � U 03 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090") INTO METAL STRUCTURES STEEL : 1 8" THK. MIN. F = 36 KSI MIN. •••• / � Y ) ii II n i ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) •• • i! jl i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PATITrW7 v) •••• :I :j h 0 . .... 1 E7 ! TYPICAL EDGE DISTANCE000900 c § ' W 1 INTO CONCRETE AND MASONRY = 2" MIN. ...... INTO WOOD STRUCTURE = 1" MIN. o .... Ms I INTO METAL STRUCTURE = 3/4" MIN. ...... Z 1 1 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. N o ' c 4) .... 1 I C-90 HOLLOW/FILLED BLOCK.-,AT JAMBS f'm = 2000 PSI MIN. •• • 0 0 g R 2 N o 0 ;vg < m PRODUC f'REVISED) Engn JAVAD A&MAD' n As complying with the Florida \CIVIL 4. ` a Ilulding Code FLA. PE �I 70592 n 4 a. Acceptance No L IZ)51-W C.A.N. 3538 xpir tie Det .1r o v o. I TYPICAL ANCHORS d $ I TYPICAL ANCHORS adeD' uctCapfro drawing no. BY SEE ELEV. SEE ELEV, N 012 W 10--18 WOOD BUCK FOR SPACING ^ FOR SPACING sheet 5of 11 FLANGE & FLANGE ADAPTOR FRAMEV /4" BUCK WIDTH 1/4* MAX of SHIMS o VENT WIDTH SHIMS TYPICAL ANCHORS — VENT WIDTH Z SEE ELEV. FLANGE ADAPTOR FRAME 0 I- FOR SPACING O o O W a a. t/2" TYP. a o O 8.a E vo a a ; 0 r• SCREENS OPTIONAL - - - - _ - - - - - 2R WOOD 8 K 0 N '20o WOOD STRUCTUR 3 j3 0 tBY 2 LL Z _ WOOD BUCKS 2 J U Q ' XOX LAYOUT EXTERIOR Q V i. TYPICAL ANCHORS D.L. OPG. SEE ELEV. FOR SPACING MIAMI-DADS COUNTY 04 APPROVED MULLION & MULLION ANCHORS Lo SEE SEPARATE NOA o rn BUCK WIDTH BUCK WIDTH A 'n o ALTERNATE N o F_ 0 v SWEEP LOCK O w OPTIONAL TO a H I i ;i E21 SPRING LOCK V) o r I I _ _ � F-�r�N rn S6 3NM M M U r I OLO II r I Z zL I o 30 o g J � E2 • /TYPICAL ANCHORS E4 • • 0 0 • •• • SEE ELEV. FOR SPACING : . • 4" MAX. ••±•• •o • •••• 1/4- BUCK WIDTH 1/4' MAX. o N ••••• • • SHIMS h SHIM t \ 00000 VENT WIDTH •••• • � • ••• 000 TYPICAL ANCHORS o 0 t4 O • • W04 0*:o SEE ELTYPICAL ANCHORS •••••• FOR SPACINGNG t SEE ELEV. 2 • • • • p 1,0 FOR SPACING .0 m • o �' • • • c a� ^ • •••• r e op i2 • INTALLATION .DETAILS SHOWN ON PAGES 5 y Ij AND'.6 APPLY-TO.TO BOTH FLANGE FRAME AND 2! 0 a STRUCTURE ii FLANGE',AbAf'TOR FRAMES. Eogr: JAVAD AHMAD i I! - - SCREENS OPTIONAL -• - - - - - -_- -= 0 CMl,,. i,'' FIAT)P , 5'05'92 M 3538 PRODUC f immSEi) r �layOD us complying with the Ftorldt.E6 Ibilding CodaEXTERIOR BucKs Acceptance No�i-1031 Oti( t lExp! Ian ate --5 XO LAYOUT D.L. OPG. �° 4' � �,,.�•'� .' drawing no. cProductlxontraW10-18 sheet 6 of 11 TYPICAL ANCHORS METAL SEE ELEQUAL LEG FRAME y.V o ' ELEV. STRUCTURE joy FOR SPACING WOOD BUCK c'' 1 TYPICAL ANCHORS I d • 4: SEE ELEV. r— ------------- - - o a • i A: < FOR SPACING I I MIAMI COUNTY APPROVED I j Z r 3 ° 3 e d.a e. ° ° •..t 4 a ° a i MULLION & MULLION ANCHORS I O Q' \ to 0:Qo \ rx i 1 EPARATE NOA i i a n I a =: = it Ij O c o I�-_-------- 4 ------aj O Id U _ ___ � o O � h E3 , � v ei N '5, 1oW o E7 TYPICAL ANCHORS TYPICAL ANCHORS O a Q C SEE ELEV. SEE ELEV. O df ago FOR SPACING FOR SPACING N p cq cp0 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY LL INTO WOOD, CONCRETE OR METAL STRUCTURES Q TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. Ij I SEE ELEV. FOR SPACING _ 2 3/8" MIN. N I. I! 1/4" MAX. BUCK WIDTH rn I SHIMS �� 0)E 1 _ to i� , `c o 2-3/8" MIN. OL I F- _ _ _ N ci IZi \ \� s N o � II II Il U c cd rn WHEN USED THE MIN. WOOD BUCK Z z -j li li av ' DEPTH SHALL BE 2 ". THE USE OF LL_MIAMI-DADE COUNTY N 3o W ji ij Ii'' DEEPER OR BEVELED WOODBUCKS IS APPROVED MULLION O g Ij Ij 3 E6 PERMITTED. & MULLION ANCHORS UO Q II II a SEE SEPARATE NOA m F j BUCK WIDTH BUCK WIDTH • pe 6 • • • 0000 Ij Ij 06•• 0 • i% • • • II II • 600.6• • • 66• Fr 000100 V :I :I I I6 : ••: r II II E7 •_II II = - - • • "f • •• II I I � Mg IIII III •• •• z • •• • 06 0 6:• 6ED. 1210:01 • M3 0004 c moo: 2 E2 Hca m B 1 I TYPICAL:'MCIHQRS SEE EUN.:V0f SPACING Enge� AVAD (�HlIAU: 4 CML I N FLA. PE'# 70592(: i'RODUC P \ ° e cA.M, X536>. REVISED 5 I :v d. . '. AS complying with the t+lorids _ , 'fuldiug Code v° 3 v` v 4 : Accepteuce No %-t o .0� ' ' ``M1 .a d 4 Q, z I ° Y fi0 _ TYPICAL ANCHORS DA 2Z a. ! TYPICAL AACHORS ° i $ I SEE ELEV. h drawing no. iBY SEE ELEV. $' a FOR SPACING JAN 012 $ �A� 0 Q WOOD BUCK FOR SPACING .a (ldtlgtC04tre, YY U sheet 7 of 11) ILLUSTRATIVE DTLs. ONLY TYPICAL ANCHORS FIN FRAME +yrV M EXT. OR INT. FINISHES SEE ELEV. Q NOT BY CGI FOR SPACING I Eft N Z a 3 HOUSE WRAP TYPICAL ANCHORSa : SEE ELEV. FOR SPACING IL p NOT 8Y CGI #a SMS (GRADE 2 CRS) 0 U AZ 2 t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O BACKBED 1-1/2- MIN. PENETRATION INTO WOOD v e i CAULKING O M E7 paaa 8 j Ccr 0: w3u. n LL z fA 3 a t7 , w � � 0) Ij Ij Ln I I� x LO !! i. O Ow I'll I; WOOD STRUCTURE 1/4" MAX. BUCK WIDTH 1/4" MAX. a of ° NOT BY CGI LL o GAP GAP d O I 1/2" MIN. 1/2" MIN. F-cV o / N M M FN !I !I Y z Q 3 Ij Ij 20 ji ii t U 0:5 I! I! BACKBED !� !; CAULKING . . . • . • .•. _ _ — — !1 �••� • • •� III I -- — — __— If I � • I I. I ,I •.•.• rnP( • • • so SCREENS OPT. • • i HOUSE WRAP E6 • .:• 1 NOT BY CGI • • • • C ett EXTERIOR o 2 E2 B 2 BACKBED CAULKING gr•. JA' D'AFIMAD PRODUCC REVISED ��ML FIA: PE 70592',. us complying with the Florida NOT BY CGI HOUSE P C.A.N. t,qM IfaldingCode z S + AtceptonceNo HO Uy s o 0 Z Z 2-3 v ai a v e \ TTYP�IC�AL�,ANCHORS drawing no. . W10-18 FOR SPACING JAN 13 2012 sheet $ of 1 1 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIBR/REMARKS v E1 CGI-100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER o E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER o E3 CGI-102 - FRAME HEAD 6063-TB CGI EXTRUDER Z 3 TR E4 CGI-103 - MEETING RAIL 6063-T8 CGI EXTRUDER G E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER F w �I Es CGI-105 - HANDLE RL 6063-T6 CGIaa EXTRUDER o E7 CGI-106 — SASH RAIL 6063—T6 CGI EXTRUDER W 0 v Q ES CGI-107 — 5/16" GLAZING BEAD 6063—T5 CGI EXTRUDER 0 E9 CGI-108 — 0.700" GLAZING BEAD Q! 4 8063-T5 CGI EXTRUDER O E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Q E11 CGI-110 - NAIL FIN ADAPTOR 6063-T8 CGI EXTRUDER Ei2 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-T8 CGI EXTRUDER 0 a Q Q g E13 CGI-136 - TF FRAME HEAD 6063-T8 CGI EXTRUDER N a E14 CGI-139 - TF FRAME JAMB 6063-T8 CGI EXTRUDER a E15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER u W N EIS CGI-141 - 2.5" MULLION 6063-TB CGI EXTRUDER J 0Z M _a � E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER a W F EIS CGI-1 f 4 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER N E20 CGI-116 - FRAME JAMB 6063-T8 CGI EXTRUDER in_ E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER tO 2 CGI-138 - TF FRAME SILL 6063-T8 CGI EXTRUDERto E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER LO M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC _ o OOw rj M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - V) M3 CGI-112 3" O ANCHORS EQUAL LEG COVER/SHIM PVC _ 04 M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE 3 N;; M to M5- 0.700" X 0.040" BEAD DOW 995 SILICONE DOW ;; M M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPDM - Z Z- ^ N 3 �' 0 M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. _ _ 0 M9 684 ROLLER TRACK —:5PVC - U M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - M17 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. + • •• 12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN • • 9999 • • CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M •• • + • • M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M '••••• • • •••• • QQEn - - 416966 y • M15 - OPTIONAL RETICULATED FOAM 30 PPI y •[ _ 0 0 0 0 9491 U • • M18 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. • + v 9449 • 6 0730401-32 t PER WD. CAM LOCK ZINC TRUTH OR EQUN66. • • 9.6046 . •+• M18 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE * + 0• +• 6 0666 M19 CGI-111 O FR. HEAD SCREW COVER PVC PROTOTYPE 6,0.60 z 0' • • • 20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M • • • • 6.00 • 6 2 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV • • 'vi + • • 6 c 0 066. •y • p • • S2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. If 8 X 1 1/2"-;LG. PHL. PH. SMS. FIN ANCHOR SCREW _ _ 24) c a m S4 4 PER WD. # 8 X 1/2" PH, SMS. ST/ST BALANCE BRACKET SCREW S5 2 PER WD. # 8 X 1- LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - Egg... q}{Mg0 0 •n S6 - - # 8 X 1/2" LG. FH. SMS. 0CGI-133 & CAM LOCK - - CIVIL PttODUCf REVISED a SB - 4 OM. RAIL # 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - _ FLA. PE #,.70592 C,ASD1,,3538 ns complying with the Florid& 0 \ t` s S9 - 2PER ANTILIF7 # 10 X 5/8" LG. PHL. PH. SMS. ST/5T. ANTILIFT SCREW - - tulding Code No 031.0q g Y 4 ate ° ! J[�;wing no. moll 00e ct�'oatmt 10_18 sheet 9 of 1 •. 2.440 2.440 -2.113- .065 .,13 t ` . .065 .490 .120 V r 4w 1.015 .705 2.101 1 �- 050 TYP. 705 .050 TYP. 2.848 .065 L- 1301 1.601 1.301 550 1.680 I q, TYP. TYR 1.220 �i .864 2.346 TYP• 1.007 .864 I Q 4 N � 1.155-�I 05o E8 5/16" GLAZING BEAD O .700" GLAZING BEAD 0 .065 1.395 w i.155 TYP. d W 1.015 1.015 1.368 .745 E11 NAIL FIN ADAPTER 1.395 1.449 0 E,3 FLANGE FRAME HEAD E3 FLUSH FRAME HEAD E4 MEETING RAIL �r x.180 .293 c}cf O w M� 0 1.015 1.015 1.788 1.496 .050� � 060j C o. Q a H .dB5 I A 1.413A � °� p0OQ 1.140 .065 N 1.140 IYP. LL Z o 2 .264 1255 M3 FLUSH FRAME COVER M2 SCREW COVER J a iii t.015 1.220T1 Q w L .080 065 L Typ 4.430 'IYP. 3.930 .065 cli 3.685 2.885 3.185 Np' 1.043 X 2.885 E5 LOCK RAIL E18 SILL FILLER f!1 1.788 O o v 1.450 ca rca O W 1-1.180 0 2.440 2.440 .550 .050 N o [_--] �- �? N M co 310 o E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL � 2 �► 0 �M 1.415 TMP 1.220 ,n E23 L� �2 737 2.737- FLANGE ADAPTORcQi ?r ODJ LO o .065 Q65 1.043 !m TYP. TYP. U U: E21 ALT, LOCK RAIL 2.505 2.613 2.505 2.613 . • be • ••• 1.892 • • • oleo • • • 4 lot • .065 •.•••• i • • NP. see* • _ • • • C 1.000 .991 .500 .991 2.195 ...• o w • •.• • 3.237 2.737 •• •• y o • ••�• 1.015 • . • • Et4 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) . . loose 811 811 1.043 i ••• 1-11-Top • •..i •• • o • • 0 Es HANDLE RAIL a m 1.025 2.505 .065 TYP. 2.505 o 065 IYP. Fngr: JA AD AN PRODUC P ItCV sm) CNIJ, complybtg►vllti the florttla o 1.015 1.015 1.395 FLA. PErt,70592 C.'AX 538bidding Code cq .745 AMPtance No L 1.oaa .500- 1. 00 .065 �Afe L a v` u 1.745 ~ 1.245 1.015 20J2 Cootr� ' fI drawing no. W10-18 E12 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) E7 SASH RAIL sheet 10 of 11 S2 � o O J o IL o � vo 0 MO s LL, zcn - o M J C'3 MQ FRAME TOP CORNER � `a M q3 � VENT TOP/BOTI'OM CORNERS S2 O w M Old V) i 3L� � / 0 �: CR Z tJi i 30 . M x � 4 Dos •••• IP as Kq • .... 04 Pe• U • jP EV N PRODUMIEVIS us complying Ivith thv[+►etjd •• buiding Code ••• Acceptance Na 1-6 � at g v o � . •.. r ') S > c rmductCouW FRAME BOTTOM CORNER Engr,,4AVQD A4.'AAP FLA."PE � 70592 M � O.N. 538. 'V V r t' 012 drawing no, FIXED MTG. RAIL CORNER W10--18 sheet 11 of 11 i MIAMI-DIANE MIAMI-DADE COUNTY KAAUM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 1'(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/sera/ ECO Windows Systems,LLC 9114 N.W. 1061h Street, Medley,FL 33178 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 PERA-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. PERA 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 600 Aluminum Outswing DoemL14&, APPROVAL DOCUMENT: Drawing No.W12-08,titled"Series 600 Ahem Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance member and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Ralstaut Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. 14 NOA No 114M43 Expiration Date:July 19,2017 Approval Date: July 19,2012 %( 0 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets I through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,Inc. for -their`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer" issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved b PERA. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 1/8" HEAT STREN'O. GLASS w - 3/16" HEAT STREN'D. GLASS Lmtuj .090' INTERLAYER .090' INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' Z n 3 1/8" HEAT STRENb. GLASS 3/16" HEAT STREN'D. GLASS 1 k' SILICONE ' SILICONE IL ,g z DOW CORNING 899 DOW CORNING 899 O U tn to � 28 N 26 a 9 \ 14 a LL at 8 a 8 I C C0 > I I p aaa I\ r o l\ ! 34 o ck: / m SETTING BLOCKS AT LAM. GLASS y W _ REDD. FOR WIDTHS EXCEEDING 36" ONLY. 6 iq NOTCH GLAZING BEAD LEG TO a CLEAR BLOCKS W MMS -TIM "� G1' GLASS TYPE 'G2' (U o a 1/8" TEMP. GLASS g� N 5/16" AIR SPACE �$ 1/8" HEAT STREN'D. GLASS C-0 W In .090" INTERLAYER SAFL Fn L SAFLEX IIIG BY 'SOLUTIA' 1-00 1/8" HEAT STREN'D. GLASS S 3 coM N CD M SILICONE p o I z m DOW CORNING 899 Z Li— oo in Q 26 ST. STEEL o Zy. ,n METAL SPACER W M m 15 8 w 0 i N W rn� I \ I 35 SERIES 60SILICONE ' ' '•••• 0 o I\ 1 (� .. � . ALUMINUM OUTSWING ENTRANCE DOOR / SETTING BLOCKS AT INSUL. LAM. GLASS "•••• • SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS sees SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. .... aa � ..•.. • 2 LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' •••••• •••• • APPLY 70 ENTIRE SYSTEM. • • •• •• ••••• helori�paslirl`allh�i•;•; ° • DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION l►lMili (',Me • .•••• RESISTANCE IS REQUIRED. �� _ � ••� • NII+tllrid�ellC�JMMHII! •• • c • • ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY .� g Sh ,�_ HURRICANE ZONE (HVHZ). ��,-=_- k m a 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY c TO TRANSFER LOADS TO THE STRUCTURE. r _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS [THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr: JAVAD AHMADEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL nTERS ARE NOT REQUIRED. FLA. PE # 70592 n ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N. 3538 o NOT PART OF THIS APPROVAL. O U Y V N p V A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT $ �2 drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W 2-0$ REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of g V 39 3/4" MAX. 0 76" MAX. 0 / FRAME WIDTH FRAME WIDTH 1 HEAD & SILL ANCHORS a / AT STILE ENDS Z h ; (4) AT 3" O.C. 0 i 12" 12" 5" MAX. MAX. 5 AX. Q aLI HEAD MAX.. a+ HEAD SQL A SILL HEAD/SILL HEAD O o CORNERS CORNERS A ,�- -�\ SILL 0 v Q n.. a a I I \ o .0 n LL Zw _ Weeeill LOCK OPTIONSLOCK OPTIO(VS V/ SEE SHEET 7in SEE/S�iEET 7\ 0a S/ ao O(7 ✓i i/ Q to C4 cm O00p ----L----- ® X to Of {.�{.�� 00 p -----U'---- N ppm J �pAp up I / 11 5 00� g I i \\ ;; \\ // ss '4t wiM►illi � 3 �M \ O o B Q ItWa 1�Ib<Coie \ 11 / U�ae.. v I Z .n ACTIVE I N� 2 " Z t, INACTIVE I ACTIVE p 1—0--` - -- Z 3 }� o N N b 4 fn O 't SURFACE APPLIED Q m w X m U , W J 26 15 1 SURFACE APPLIED a w w FALSE MUNTINS OR / 6" g a FALSE MUNTINS OR 26 1S/16" 26 15/16" 2 ¢� Ltl o� ~ DECORATIVE GRILL D.L. OPG. o) DECORATIVE GRILL v • MAY BE USED MAY BE USED NOTE: . . . ..... 37" MAX. 37" MAX. EGRESS REQUIREMENTS TO BE REVIEWED •..• • .' LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL. ...... ' ~ . ' • •; CX� (XX) •••:•• • • • • 0a • •••••• • •••• DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF • • `• ' • •���• SINGLE DOORS (X) DOUBLE (XX) NOTE: • y • •• GLASS CAPACITIES ON THIS SHEET ARE DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS : • : ..•:• FRAME LEAF FRAME BASED ON ASTM E1300-04 (3 SEC. GUStS) • EXT.(+) INT.(-) FRAME LEAF FRAME EXT. + INT.(—) AND FLORIDA BUILDING COMMISSION • • WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT ( ) • .• ; 0 N . , "•'; 39-3/4" 37" 9a�" 7" 76" 37- s8" 70.0 75.0 DECLARATORY STATEMENT DCA05—DEC-21� y a F.� c C GLASS D.L.O. DIMS, Of o D.L.O. HEIGHT = FRAME HEIGHT - 11.125" En9r: JAVAD AHMAD In o CIVIL D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" FLA. PF. B 70592 0 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 C.A.N. 3538 a Nuj U - Browing no. JUN $ 2012 W12-08 sheet 2 of g V DESIGN LOAD CAPACITY - PSF148• 0 S�EUTES WITH SINq.E OR DOUBLE LEAF DOORS FRAME WIDTH 11� (SEE NOTE BELOW) X11 HEAD & SILL ANCHORS SIDELITE SIDELITE WITHOUT WITH AT STILE ENDS a FRAME FRAME CLUSTER OF (4) AT Y O.C. O r 3:WIDTH HEIGHT REINFORCING REINFORCING 12- (4) ANCHORS _ 01 INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL 12" _ 4 34 70.0 75.0 70.0 75.0 5" MAX. Typ3" MAX. 2 N HEAD 30 70.0 75.0 70.0 75.0 HEAD/SILL F -` A SILL U 38 83 70.0 75.0 70.0 75.0 CORNERS T ' a � 37 70.0 75.0 70.0 75.0 a! p U. 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 / I I \ 0tW 30 70.0 75.0 70.0 75.0 n I I I I � 00 a Q a 36 86 70.0 75.0 70.0 75.0 II II / I I \ C p 37 70.0 75.0 70.0 75.0 42 61.7 66.1 1 61.7 66.1 Ly 24 70.0 75.0 70.0 75.0 ZZ, 7 30 92 69.8 69.8 70.0 75.0 H I I _ / I I I I \ a W �+ r 36 64.1 64.1 70 .0 75.0 F --==fifty=== _ ==17=y=-- I I 37 63.3 63.3 70.0 75.0 24 83.3 63.3 70.0 73.0 co = i� / I I// j j \ \ V a 30 98 57.8 57.8 70.0 75.0 rn w m J n n . J I II 1 I m to � / N N 36 53.1 53.1 70.0 75.0 °i °o o ,� ---- yi----- \---- ----- I I ``� / f th 37 52.4 52.4 70.0 75.0 II a0 \ II U REINFORCING II \ II / WF- I I I fn W AS READ. - -__ I�___= I I / � w SEE CHART LO K/OPTION j 0'QO u- SEI SHEET t- ii ii \ i i N 3 N� rn p off) 04 I i I Z_ 31-' o INACTIVE I Ij,vl',jACTIVE g 3 Z i (A W SURFACE APPLIED mm N W rnuJ SIDELITE WIDTH DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" DECORATIVE GRILL 71D.L. OPG. D.L. OPG. D.L. OPG. � - I MAY BE USED • •v • ••••. 37" .. . • • • • LEAF WIDTH ��•��� r- •'.•• NOTE: SIDELITE FRAME WIDTH 0:0000 Ld FOR DOORS CAPACITIES SEE SHEET 2. MAX. 76" MAX..11 ..... FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH E LOWER VALUES FROM DOOR OR SIDELITE CHART •••••• WILL APPLY TO ENTIRE SYSTEM. (OXXO) s�awilt�K�M>I�,•• W •.•.. rwalnes �� Ryle. u t ••• Ks • . . a !VliMrl Dads 1're�ecl t.'oMfM • • • . ..... CLASS D.L.Q. DIMS, .. o � ;: � • D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000" D.L.O. WIDTH _ o (SIDELITE) FRAME WIDTH 4.438" �- jr� •5 - ;V o a c n o I Engr: JAVAD AHMAD CML. A' M FLPE f 70592 o C.A.N. 3538 a NOTE: � v w � u GLASS CAPACITIES ON THIS SHEET ARE ABASNDON ASTM E1300-04 (3 SEC.FLORIDA BUILDING COMMISSION GUSTS) jUN 2 g 2012 Browing no. ND DECLARATORY STATEMENT DCA05-DEC-219 W12-'08 sheet 3 of g I ' I 9/16" MIN. 28Y WOOD BUCK / TYPICAL ANCHORS EDGE DIST. layWO THROW BOLT EDGE DIST. SEE ELEVATIONS � FOR SPACING W000 WOOD STRUCTURE p PENETRATION e• SEE NOTE SHEET 1 SMETAL TRUCTURE I • °:. ". .°...: .• . a ' ..�®. �•., .• EDGE EDGE DIST. 14 Z h 3 W. r� IL m Ott o U 23 , , cr 0: a O O 2,0 vo � W M 33 26 2 TYPICAL ANCHORS 7'Tzrxil��'�n L CHORS TYPICAL ANCHORS a 0 SEE ELEVATIONS EAONS SEE ELEVATIONS Q a Q Q FOR SPACING Z I I FOR SPACING FOR SPACING O � �� I a 3LL r-------------------'+ fir------------------11 L Z I MIAMI-DADE COUNTY APPROVEDI CLIPPED MULLION i i •� Z N SEE SEPARATE N A , W . 1 , 0 W � � � Ln GLAZING OPTIONS w W SEE SHEET 1 TYPICAL ANCHORS IIIi---� SEE ELEVATIONS w cj = FOR SPACING (n 00 w 0 0 % N� x w $ O °J C1 O o"� 04 � (� WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 rn MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMZ Ln x AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3� Z o W N O •4-J in W -'• � U rrw w A W rnm TYPICAL ANCHORS: SEE ELEV. FOR SPACING • 0000. 1/4" DIA. ULTRACON BY 'E CO (Fu-177 KSI, Fy=155 KSI) •• • •• • 0000. .. INTO 1-1/2- MIN. PENETRATION INTO WOOD **Go:WOOD BUCKS OR WOOD STRUCTURES 0 0000.. 00000 0000 THRU 1 BY BUCKS INTO CONC. OR MASONRY a4 �••••• c •••• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a .. o W . .:.•• Drdie. U 1 •. .. I. I. 000 0. ISO- 1 I NOAH 12'Q`i 'a�' DIRECTLY INTO CONC. OR MASONRY u a • FLA 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Mimi Dade hvdeet Coetrvl •••0•• � •• 0000. my-" X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ••"• O33 i i 26 NTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o o N • • s Al`w INTO METAL STRUCTURES :' 25 L, ALUMINUM STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.): 1/8" THK. MIN. (6063—T5 MIN.) DOOR DETAILS `^ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N + J Engr. JAVAD AHMAD A I o TYPICAL EDGE DISTANCE CIVIL ° INTO CONCRETE AND MASONRY = 2-1/2" MIN. FLA N ;r y8 I 00 .:•. ..:: .: :•:::-:•.::.. ' ' v C.A.N: ;538 o e a a a INTO WOOD STRUCTURE = 1" MIN. 3 a x INTO METAL STRUCTURE = 3/4" MIN. EDGE DIST. TYPICAL ANCHORS / SEE ELEVATIONS 1/2" MIN. drawing no. THROW BOLT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f�c = 3000 PSI MIN. JUN 2 g 2012 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. W1 2--08 , sheet 4 of g VO �Up O 1/4- MAX. 1/4- MAX. N SHIM © CONCEALED FLUSH BOLTSF p 3 LEVERS AT STYE FACE O SHIM Z ti j 1BY c -� TYPICAL ANCHORS .WOOD BUCK FOR SPACINGSEE 16 ACTIVE LEAF IL 6 a .: 26 13 e 06 a U y V TYPICAL ANCHORS O W t 4 SEE ELEV. a a w FOR SPACING IL <_ C 3 w . o� 23 Q 25 EXTERIOR v LL Z ,9 9 OWI D.L.O. METAL STRUCTURE LEAF WIDTH SINGLE DOOR FRAME WIDTH SEEKSHEETOI7S n I in uj W � 1/4" MAX. } 1/4" MA SEE SHEET 7 In X. .. LOCK OPTIONS SHIM I— _ O M w SHIM. CONCEALED FLUSH BOLTS So 0 O M 3 CONCEALED FLUSH BOLTS TYPICAL ANCHORS LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE 2BY WOOD BU K = 0 ,nOR FOR SPACING SEE ELEV,` WOOD STRU TURE EE NOTE HEET 1 i 6 INACTIVE LEAF ACTIVE LEAF Z LO M n 0 �� ., uj 26 13 26 _ rW W rn e 24 No .• • �•in • '• °. t� `l •.•••• • ••••• 1 . Lu •.••• • • 0 0 ....• tip La J41 Ox 0000 • • 1 25 . • � • • TYPICAL ANCHORS • 4099:0 SEE 23 9 D.L.O. 11 10 D.L.O. FOR SPAOING:•* • • 19 EXTERIOR ' LEAF WIDTH • � � ����� LEAF WIDTH o '00c! ep •1 DOUBLE DOOR FRAME WIDTH c N _ 0�>" Enyr: JAVAD AHMAD 4 a o CIVIL t ( 201 FLA. PE # 70592 0 � C.A.N. 3538 '� n OINOW �Id�6pf!O)I o v u by drawing no. [DO=OR �V12—�$ 2 2112 sheet 5 of 9 • TYPICAL ANCHORSV 8 • SEE ELEVATIONS EDGE 3T. FOR SPACING 1 . _ •. I ' • p ii • ' F 22 � aC U O 4 \ C a V � � 2 0" W 0 IL 4 0. � a ,o U o � I UJ GLAZING OPTIONS U W SEE SHEET 1 REINFORCING `•' O SMS O 18 ASR � 1/4" M1AX, H AT 5" FROMOM ENDS � SEE SHEET 3 � � 4 a SHIMAND 11" O.C. MAX. N a0 LU a • 5 6 3 S cD�`� N = p .. , o O M N 16 26LLJ 13 N 0 J I I 24 N W F II • • 600.6 h' • • • s ILu ITYPICAL ANCHORS p L_ •••••• Y' • • •••:• SEE ELEV. • U3 40 6666•• • • FOR SPACING .0 1 •606 � 6 ••••� 3 25 23 • • • ' 14 6666 c � • 6666 1415 19 9 •6:••i of i • •i••• D.L.O. D.L.O. •• •• c JjA • .6666 • 6666•• N 6 • 4 4A EXTERIOR LEAF WIDTH 0 ; •0•i• SIDELITE WIDTH DOOR FRAME WIDTH 0• 0 in ' c e • o � '"'UNIT FRAME WIDTHT I >� - p c I411M11lb! En4r: JAVAD AHMAD FLA PE # 70592 N \ �1�IIMI��t r1�lf CIMiltMY C.A.N. 3538 a i v KSEE v v w drawing no. a EDGE DIST. TYPICAL ANCHORS ELEVATIONS N 201 FOR SPACING �SIDELITE DETAILS W� 2-08 (sheet 6 of g ITEM PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS *u w 1 E601 - WOR FRAME HEAD/SIU. 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - WOR FRAME JAMB 6063-T6 - Z : 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIOEUTE 9" BOTTOM FRAME 6063-T6 - Of o. 5 E605 - SIDELITE FRAME JAMB 6063-T6 - IL O O 6 E606 - SIDELITE SUP ON JAMB 6063-T6 - C v 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - L 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - h 8 E608 - LEAF W STRIP ADAPTER 6063-T6 - V C A 9 E609 - LEAF HINGE STILE6063-T6 - cr >l+1 10 E610 - LEAF LOCK STILE 6063-T6 - O h a 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Q3 e b LL Lu 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG � U)13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG a w m 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - C.1 0 16 E616 - SNAP COVER 6063-T6 - in 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 - 00 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. W M LOC 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. W 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. >- u LZ OPTION 1: 00 22 #12 SMS AS REGO. FRAME ASSEMBLY SCREWS - - N ACTIVE LEAF: 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 5 3: '0 M N 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' 24 - - 3/8" DIA. THREADED ROD STEEL - 0 o M i� (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB Z_ tJto i 00 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM S 3 Z AT HEAD AND SILL ca o 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB O d J THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS N LOCK LOCATED AT 42-1/2" FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. a U Ow INACTIVE LEAF: 29 E622 - FLUSH BOLT CUP NYLON - W W rnmN 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 30 DLOI RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK • • • 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 OLD 1W8 - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC •iii i ,' AT HEAD AND SILL 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - ••••+ i .••:• THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER'S43 i • • o ••••• 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETE&MIS �' + • OPTION #2 0 .•.. - a • • ACTIVE LEAF: •••••• it • w••• •• •• a • ••ii• CONVENTIONAL DOOR LOCKSET HATH HANDLE u+••��� � � � • • DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM SEALANTS: • i • ••••• Y OPERATED ON EXTERIOR AND THUMB TURN ON • • , • • IN ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM • • • ����� SCHNEE MOREHEAD JM5504 SEALANT. (q •• i N • • • CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' o 0 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL .2 �; I'�&UALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES r' '; v a a LOCATED AT 10-5/8" FROM TOP AND BOTTOM --J LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE # INACTIVE LEAF; PART #FD-107 BY SULLIVAN & ASSOC. !RTa 3 HINGES PER LEAF t/i 20IZ- i Engr: JAVAD AHMAD tt � o CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' IMA+4N y BOTTOM HINGE AT 10-1/4" FROM BOTTOM CIVIL 1/2" X 2" THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4" FROM TOP Mimi Oak pn ed cu a FLA. PE # 79592 0 k I M r C.A.N. 3538 n HEAD AND SILL CENTER HINGE AT MIOSPAN (38" O.C. MAX.) � , ,� c� MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1" FH SMS H U OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM (5) SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS (6) SCREWS AT FRAME JAMB drawing no. NOTE: LOCKS MUST BE ENGAGED DURING W12-08 PERIODS OF HURRICANE WARNING. sheet 7 of g Mza 4.0001.750--y 11 L)i 078 j .319 1 .394 -.130 ` L L .l� I N .625 803 .045 .803 .050 .803 .045 m 3 1.625 .078 O h J 4.031 1.047 1.047 1.172 �. 4.750 _ o. F_2.062- 0 14 GLAZING BEADQ GLAZING BEAD 15 GLAZING BEAD 5/16" GLASS 7/16- GLASS INSUL. GLASS D 1 DOOR FRAME HEAD/SILL 01.507-1 .� 1.507--i v 4.000 1.507 I W G W aao 7 0o LEAF TOP/BOTTOM RAIL o CL < 1.625 4.719 Q31 � b 3 Z 1A: a078 .078 F5 mQ 4.781 3.719 _T .078 1.750 1.5107 t - "I rl 8.250 1.500 3 (� w fn 4.000---i 7.531 F 1.312 m uj 9 LEAF HINGE STILE 0 .062 Wtn 1.507 5.344 � �i 4 1.750 4.000 a LEAF W'STRIP ADAPTER � � �00 ^ � .094 ,p 5 3 cn►'0 Oro� °;v4- o SIDELITE TOP & BOTTOM FRAME I I 2.081 1.750 1.507 -1.750-moi .311 .442 Zcoo 329 _ tJi T ze 3 F.078 ` $ 3 Z o .078 1.584 N 0 �} J 7A 9 BOTTOM RAIL 12 0 , 5 W 0) L1.812 J 10 LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET .750 .281 . • ....• 2 FRAME COVER 5.344 F. '�.• ; • , ,• 078 375 -� ••••+• • • ••••• �{ .687 +••i•• • w •••• • • • 1.750 2.081 ,125 .125 w••••+ � . • ••.. 050 1.197 1.507 3.719 .078 1.574 3.781 •••••• • •i••• � • • 3 • + II •• •+ 1211 .154 �IF� 4.000 •.•••• •�I • • �••�� i l 13 LEAF CLAMP . . . is SNAP COVER LEAF ASTRAGAL STILE 9.000 HINGE BACK-UP PLATE .•�. ..... y N • 8.281 C m 1.500 �{ 1.250 18 > o • r 625 719 ( •719 SIDELITE MULLION REINFORCING 0 < `r N ^, 078 Engr: JAVAD AHMAO M o CIVIL j 4.000 4.000 FLA_ PE # 70592 0 1.625 4.188 C.A.N. 3538 r n A Hl O.078- �2.097 a t 1.507 I I .078 F=---4.000 A, drawing no. 4A JUN - 9 2012 W12-08 ( 3 ) DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (:6-) SIDELITE SLIP ON JAMB (sheet 8 of 9 • 22 22 �V 8 22 i N Z ~ % f o Cf o � OEac a3g � 2 lovy .� LO Wz m U o � JJ Ch J ' Go W N DOOR FRAME CORNER 411D Ix- W } w W i x00 SIDELITE FRAME CORNERSIDELITE SLIP ON JAMB CORNEF� O o r"� CIO I 3to Z o V) O J UJI U ow W r • • 609.0 4,111,664 0 •12 •• • •006• nom I 060.9 • • • I- (RYA , ) ,) �7Vtti I tT-vt •• • 0060 II I T II 1 •• U • 6666• jpj \�j� 1 •0606• � � • •0 II 1 III • a • � • VIII •• •I ISI' • • • W • • • +606• C • O a C N _ Engr: JAVAD AHMAD r) o CIVIL FLA. PE /. 70592 r C.A.N. 3536 0 '� a 5i ei a drawing no. LEAF CORNER �82o1Z W12-08 sheet 9 of 0