Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RC-15-1624
PERMIT NO: RC15-1624 DATE: 7/15/2015 • • ••• • • • •.• •• •• • • • •• •• • • • • • • • • •' • • • • • • • • • • • • •• •• • • • • 000 • • • • ••• •• • ••• • • • •• • • •• •• • • • • • • ••• • .•• • •• • • • • •. • • • • • • • • • • ••• • BUILDNG ICRITIIJJE ,§SET• • .. • • • • •• � REVIEWED BY: ISMAEL NARANJO • .. • • • • • •.. •• 1. This property is located in a special flood hazard area. Please provide a detailed itemize cost estimate for the project, including labor and materials. R. See attached requested estimate. 2. Permits submitted on or after June 30th should comply with the requirements of the 5th Edition of the Florida Building Code 2014. R. All references changed to the 5th Edition of the Florida Building Code 2014. 3. Provide a code legend. Code in effect, level of alteration, construction type, use and occupancy. R. Please refer to sheet A-1 clouded area left of the site plan. 4. The review will be completed once the above information is provided. R. Thank you. PERMIT NO: RC15-1624 DATE: 7/15/2015 ELECTRICAL CRITIQUE SHEET REVIEWED BY: MICHAEL DEVANEY Need the following: 1. Riser diagram, panel schedule and load calculation. R. Please refer to new sheet E-1 2. Kitchen layout with lighting and receptacle locations and circuit numbers. R. Please refer to new sheet E-2. I provided a referenced plan and enlarged only those areas were demolition and new work takes place. There is no new lighting work being done in the kitchen, only power. 3. Location of smoke detectors. Arc fault is not only in bedrooms and bath. R. Combination Carbon Monoxide/Smoke detectors were added on sheet E-2. Electrical work is limited to the Bedrooms #2 & #3 as well as the kitchen re-trofit. However, notes were added to the drawings asking the electrician to remove and replaced any cloth & rubber insulated wiring. 5. Add receptacles see sheet E-2 field set. R. Receptacles were added. See new sheet E-2. PERMIT NO: RC15-1624 DATE: 7/3/2015 STR T URAL\QUE SHEET REVIEWED BY: Mehdi Ashraf, PE 1. On A-3, specify doors/windows si and NOA# (only for those that are being replaced. R. Sheets A-3 & A-4 were combined to have a e window information on one sheet (A-3) as requested. Structural details were moved from s - et A-2 to a new sheet S-1. There are no exterior doors in this project, only a few windows are ing changed. NOA #'s are shown on window schedule and actual NOA's are stapled at the bo the left side of the set. { DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25th Street Mianii, 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series i8 D gn " Alamiaum'Fixed*Window = L^.M:I. : • • . APPROVAL DOCUMENT: Drawing No. WO1-83, titled "Series-238 Designer Fixed Window' Meets 1 through 8 of 8, dated 12/27/01, with revision E dated 08/13/14, prepared by Al -Faro dorporation; \igi ed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control IRemion stamp witti the Notice of Acceptance number and expiration date by the Miami —Dade County Proddct•Co itrol St.: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aovieconomy ... • . . .... •... • • • 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 Apoved',+, unlegs otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and thgre tag 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# 13-0606.07 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. • MIAMIOAOE COUNTY APPROVED (NOw No 14=0903.073 Expiration Dates Octo1 ef20; 2018 Approval Date: December 24, 2014 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2. Drawing No. WO1-83, titled "Series-238 Designer Fixed Window", sheets 1 through 8 of 8, dated 12/27/01, with revision E dated 08/13/14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. r 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0105-08, dated 01/08/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 09-0303.01) .... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • •• • • • • • • • • 2) Uniform Static Air Pressure Test, Loading pe?FBC TAS 2112-94 ' . 3) Water Resistance Test, per FBC, TAS 20244 : • • • • • • • 4) Large Missile Impact Test per FBC, TAS 20 j; 9 • • • 5) Cyclic Wind Pressure Loading per FBC, TAN 20 94 ' . • .: • along with marked -up drawings and installation diagram IA:a aluii nnm •fixed • window, prepared by Hurricane Test Laboratory, Inc., Test Re t5rtlNo. "" HTL-0080-0303-96 and HTL-0080-0502-97, dated 03/05/96,i0V1i97 and 6J02/97, ' • all signed and sealed by Timothy S. Marshall, P.E. . . • (Submitted under NOA No 96-0603.0 ' • • 3. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminium casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF 1209.01 94, dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 96-0603.07) Mama 1Q rez, P.E. Product Con "amulet. NOA No. 14-0903.07 Expiration Date: October 20, 2018 Approval Date: December 24, 2014 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test, per SFBC, PA 202-94 2) Cyclic Wind Pressure Loading, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum project out window, prepared by Fenestration Testing Laboratory, Inc. Report No. FTL-1018, dated 09/26/94, signed and sealed by Yamil Kuri, P.E. (Submitted under NOA No. 96-0603.07) B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with MC-5th Edition (2014), dated 07/16/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS "" 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheekaf comps iMA) for their "Saflex Clear and Color Glass Interlayers" dated 0619114,expirtngbd 05/21/16. • F. STATEMENTS • • . . ..•• . ••.. .• 1. Statement letter of conformance, complying with FBC-5'1' Edit:4.4014)1:a u of no financial interest, dated August 6, 2014, issued by Al-Farooq Cmckation, signed and • • sealed by Javad Ahmad, P.E. •• •• • 2. Laboratory compliance letters for Test Report No. HTL-00f0-pips-08; issued by. Hurricane Test Laboratory, Inc., dated 01/08/08, signed and sealed b9 5Pihu J. • Abraham, P.E. (Submitted under NOA No. 09-0303.01) • • • • 3. Laboratory compliance letters for Test Reports No.'s HTL-0080-0303-96 and HTL- 0080-0502-97, issued by Hurricane Test Laboratory, Inc., dated 03/05/96, 05/01/97 and 05/02/97, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 96-0603.07) 4. Laboratory compliance letters for Test Report No. ATLSF-1209.01-94; issued by American Test Lab of South Florida, Inc., dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 96-0603.07) G. OTHERS 1. Notice of Acceptance No. 13-0606.07, issued to CGI Windows & Doors for their "Series-238 Designer" Aluminum Fixed Window-,L.M.I.", J.p rived on 08/15/13 and expiring on 10120/18. E-2 erez, P.E. Product Examiner NOA ' 0.14-0903.07 Expiration Date: October 20, 2018 Approval Date; December 24, 2014 • GENERAL WINDOW SECTIONS a a D.L. OPG. VENT HEIGHT DOW HEIGHT EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 THRU 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WINO DURATION. STEP 3 USING CHART ON SHEET 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STFP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. O 0 ■„ 0 rj FOR GLASS TYPES REFER TO SHEETS 3, 4 & 5. AT EACH END AND 18' 0.C. TYP. ti 8" MAX. TYP. HEAD/SILL CORNERS •WINDOW WIDTH SURFACE APPLIED FALSE MUNTINS OPTIONAL IL FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. ••, • '•,,, .• • • •• THIS T ID TO •• REQUP ENIS•N�(T�EZF tit Yip CODED INCLUDING COMPLY HIGH VELOCITY • • WO4%•�JCK�S�man, 1.417STABE AOtHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. II 0 17' MAX. TYP. TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • ANCHORING OR SOABING•CONDITISNS NOT•SHSWN IN THESE DETAILS ARE • NOT PART OF TIPS APPROVAL. • • • • • • A�I4/AD OUltOTIIN R REASE•IS USNIN I)E4N OF ANCHORS INTO WOOD ONLY. • • • MATERIALS INQUDINC Alit NOT 1!h4 ED TO %TEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• II 0 0 0 • • • 0 0 0 • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No #. .•'ration Dale I�S.AV�A By Miami r ode Product v 2 Ix 9 0 co N 1 08 11601 �� ag hVgg 0 8 Y 1; drawing no. WO1-83 sheet 1 of 8 • • •, • MITERED COPED 90' CORNERS ONLY VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE S•PRUF 0R EQUIV. MITERED COPED 90' CORNERS ONLY AM (�'NF6 ITEM 2 2A 3 4 5 5A 6 7 8 9 10 PART g CQ-386 CCI-387 CGI-35710 CO- 0200 X190 PARTIAL CIRCIF QUANTITY 4 4 4 4 AS REOD. 4 AS RE00. AS REOD. 2/ CORNER 2/ UTE OCTAGON DESCRIPTION FRAME VENT VENT (1NSIL GLASS) GLAZING BEAD GLAZING BEAD SCREWS 0 6" FROM ENDS & 20' 0.C. MAY GLAZING COMPOUND GLAZING COMPOUND 1/2' X .090" SINGLE FACED GLA21N0 TAPE VENT WFAINERSTRIPPINC VENT SCREWS O 17' O.C. TYP. FRAME AND VENT ASSEMBLY SCREWS SETTING BLOCK WINDOW WIDTH _I TUMRSTONF HEXAGON •• ••• LEiGTM • Is •• • • • • OOOOO • • •iLIIBiE • • • • • • • • • • • •• ••• •• • • • •• WINDOW WIDTH TRAPF701R FULL CIQCI F L J • • • • • • • • 4-1 W • • • • • •. • • • • • WINDOW W10TH • • • • • • • • • •• • • • • • • •• • • VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING. !NAPE OF WR4DOW WITHIN • • • A RECTANGULAR OR SQUARE SHAPE AN(! eliNG THOSE DIMEPISIONS•1E¶ONSUL�• CHARTS ON SHEETS 3, 4 & 5 FOR GLASS AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • MATERIAL 6063-T6 6063-T6 6063-T6 6063-T5 SLICONE SILICONE FOAM MANP./SVPP IBR/RE5IARXS RGONEX OR EQUIV. D10A(EX 0R EQUIV. INOXEX OR EOUN. INWLLEX OR EOM. #12 X 5/6" SUS GE-1000 ( NON -IMPACT ) G E-1200 ( IMPACT ) SCHLEGEL 0-LON 110 X 1' SS SUS 110 X 1-1/4' SS SUS OUROMETER 8015 SHORE A A WINDOW WIDTH -I 4TRIART OR RFT:TANCLF PENTAGON HALF CIRCI F 2.085 -- .100_ 1.510 .798 -- FRAME 1.625 625 -----2.215-- -.160 .875 .750 --1.6Z5-- VENT 2.215 1.500 `.100 .875 .750 1.865- ! VENT (INSUL CLASS) --1 j .750 r 750 aL—.125 GLAZING GLAZING STOP 8 5< X 33 14 2 N 6 80 LA Enpr. JAVAO A/•AAD CML RA PE PE 70592 CA3N. 538 2014 PRODUCT REVISED as complying with Rio Florida Building Code ww Accepl• ce No M." I A o'1116011Dale 1►3�// By Dade Pre set 8 0 C • 0 1 9 L drowing no. W01-83 (sheet 2 of 8J • • • T PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS HO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. (4) 1NT. (-) EXT. (+) 1NT. (-) 24' 30' 36" 42" 48' 54. 60' 36' 110.0 180.0 110.0 180.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 101.4 101.4 110.0 120.0 84.8 84.8 110.0 120.0 74.7 74.7 110.0 114.3 24' 30' 36" 42' 48' 54' 60" 42" 110.0 166.4 110.0 168.0 110.0 142.5 110.0 144.0 110.0 120.0 110.0 120.0 102.9 102.9 102.9 102.9 85.0 85.0 102.9 102.9 75.1 75.1 102.9 102.9 66.4 66.4 90.0 90.0 24' 30' 38" 42' 46' 54" so' 48" 110.0 153.1 110.0 160.0 110.0 117,6 110.0 120.0 101.4 101.4 110.0 120.0 85.0 85.0 102.9 102.9 75.5 75.5 90.0 90.0 65.4 68.4 90.0 90.0 63.8 63.6 90.0 90.0 24" 30' 36" 42" 48" 54' 6o' 54' 110.0 134.8 110.0 154.3 99.4 99.4 110.0 120.0 84.8 54.5 110.0 120.0 75.1 75.1 102.9 102.9 68.4 68.4 90.0 90.0 65.8 65.8 80.0 80.0 59.0 59.0 80.0 80.0 24' 30' 36" 42" 48' 54' 60' 110.0 119.4 110.0 120.0 87.8 87.6 110.0 120.0 74.7 74.7 110.0 114.3 86.4 66.4 90.0 90.0 63.6 63.6 90.0 90.0 59.0 59A 80A 80.0 24' 30' 36" 42' 48' 66' 110.0 112.5 110.0 120.0 82.1 82.1 110.0 120.0 66.6 68.6 90.0 00.0 58.1 58.1 90.0 90.0 56.1 58.1 90.0 90.0 24' 30" 36' 42' 48" 72- 105.4 105.4 110A 120.0 74.0 74.0 110.0 120.0 59.2 59.2 90.0 90.0 51,2 51.2 00.0 90.0 49.8 49.8 839 63.9 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW' 01113. G1.1SS TYPE '2' GLASS TYPE '5' WIDTH (HEIGHT CO. (+) 1NT. (-) EXT. (+) INT. (-) 24' 97.5 97.5 110.0 120.0 30' , 78 67.2 67.2 90.0 90.0 36" 50.8 50.8 90.0 90.0 42' 48.1 46.1 88.1 85.1 24" 103.0 103.0 110.0 120.0 30" 84" 63.0 63.0 90.0 90.0 36' 47.3 47.3 90.0 90.0 24' 87.5 87.5 110.0 120.0 30' 96" 56.3 56.3 90.0 90.0 36" 41.6 41.6 90.0 90.0 24' 108, 69.6 69.6 90.0 90.0 30' 53.5 53.5 90.0 90.0 24' 120' 58.8 58.8 90.0 90.0 WINDOW LENGTH •M3 ••� • • WDW. WIDTH 1 L • • • 1/8' ANN. GLASS 090" Intertayer Saflex Clear Md Color Glass By 'Eastman Chemlcol Co.' 1/6' ANN. CLASS GE-1200 SILICONE AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES WIDER THAN 36" 0;) AT THAN 36' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS -NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS W1N00W. DIMS. GLASS TYPE '2' GIA99 TYPE '3' WIDTH HEIGHT CO. (4) 1NT. (-) EDIT. (+) 1NT. (-) 10-1/8" 110.0 210.0 110.0 210.0 26-1 /2' 110.0 166.2 110.0 168.2 37' 26" 110.0 166.2 110.0 166.2 53-1 /8' 110.0 120.0 110.0 120.0 19-1/8' 110.0 200.6 110.0 200.8 26-1/2' 110.0 163.0 110.0 163.0 37' 38-3/8. 110.0 116.8 110.0 118.8 53-1/8' 81.9 81.9 110.0 112.6 19-1 /8' 110.0 165.7 110.0 185.7 26-1/2' 30-5 �" 110.0 125.2 110.0 147.2 37" 92.1 92.1 110.0 116.E 53-1/8" 66.6 66.6 85.3 85.3 19 -1 /9' 110.0 177.5 110.0 177.5 26-1/2' 98.1 98.1 110.0 120.0 37" 83" 68.6 68.6 110.0 110.2 53-1/6" 58.6 56.6 81.3 81.3 19-1/8' 110.0 120.0 110.0 120.0 26-1/2' 74-1/4' 85.2 85.2 110.0 120.0 37' 55.4 55.4 90.0 90.0 3/16" ANN. GLASS 090' Interlayer Saflsx Clear Md Color Glass By Eastman Chemical Co.' 3/16" ANN. CUSS GE-1200 SILICONE 5/18" NOMINAL GLASS TYPE '2' • • • •• • • • • • • • • • • • • • • •• • • WIDTH AND LENGTH DIMENSliNS CM BE ORIEMED • • • • • • • VERTICALLY OR HORIZONTALLY AS 91WWN. • • • • • • • •• • • • e • • •• • • • • • • • SMOTE: • • • • • • • • IGCNSS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 7/16" NOMINAL GLASS TYPE '3' E.gr: +WAD AMMO CML FLA PE 1 70592 CAN. 3538 014 PRODUCT REVISED os complying will' the Floddn Building Code Accepl•lco No Ex '1A1 Dale 6A' Product ngot' n 8 n • • • 1 drowing no. W01-83 (sheet 3 of 8 ) PERFORMANCE VALUES OP IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLA79ON DETAILS WINDOW DINS. WIDTH 24' 30' 36' 42" 48' 54- 60" HEIGHT 36' CLASS TYPE '6' EXT. (+) 110.0 1M. (-) 195.8 110.0 156.6 110.0 130.5 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 24' 30" 38" 42' 48' 54' 60" 42' 110.0 193.6 110.0 156.8 110.0 120.0 98.9 111.9 96.9 111.9 96.9 111.9 90.0 90.0 24" 30' 38" 42' 48' 54" 80' 48" 110.0 184.4 110.0 120.0 110.0 120.0 96.9 111.9 84.8 97,9 90.0 90.0 90.0 90.0 24' 30" 36" 42' 48" 54• 60' 54' 110.0 177.8 110.0 120.0 110.0 120.0 96.9 111.9 90.0 90.0 80.0 80.0 80.0 80.0 24' 30' 36' 42' 48" 54' GO' 63' 66" 69" 72' 75' 78' 81" 84' 87' 60' 110.0 120.0 110.0 120.0 110.0 120.0 90.0 90.0 90.0 90.0 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS N0 SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR NSTALIATION DETAILS WINDOW DINS. WIDTH 24" 30' 36" 42' 48" 54" 57" 80" 63" 86' 89' 72" 75" 78' 81' 84" 87' HEIGHT 66' GL98 TYPE '6' EXT. (+) 110.0 INT. (-) 120.0 110.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 68.6 68.6 65.5 65.5 65.5 65.5 85.5 50.0 65.5 _1 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24' 30" 36' 42' 48" 51• 54• 57• 60" 83* se' 89" 72' 75' 78" 81" 84" 87• 72' 110.0 120.0 110.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 608 68.6 65.5 65.5 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30" 36" 42' 45' 48" 51" 54' 57" 60" 83" 66' 69' 72" 75- 78" 81" 78" 110.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50A 50.0 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTAIIATION DETAILS WINDOW DINS. WIDTH 24" 30' 38' 42" 45" 48" 51' 54" 57' 60' er 66" 69" 72' 75" HEIGHT 84' CLASS TYPE '6' Ext. (+) 110.0 INT. (-) 120.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 S0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 6 AND 7 FOR ;NW/CATION DETAILS WINDOW DINS. WIDTH 24" 33" 36' 39" 42" 45- 48" HEIGHT 132' GLASS TYPE '8' EXT. (+) 70.0 1 M. (-) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30" 33" 38" 39" 42" 45" 144' 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30' 38' 39" 42' 45' 48' 51" 54' 57' 60" 83" 66" 96" 110.0 120A 90.0 90.0 90.0 90.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24' 30" 33' 36' 39" 42" 45' 48' 51" 54" 57' 60' 108• 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30" 33' 36" 39' 42' 45' 48" 51" 54" • • • 120 • • • • •• • • • 70.0 : '1 •70.0 • 24" 30" 33' 36" 39" 156" 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 • WINDOW LENGTH 5 3 WOW. 1WDTui A L4TL WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • • • •• ♦70.0 BT70.i-� •• • • • • •• • 70.0• a •70.0 • • • • • • • 70.0 70.0 50.0 50.0 50.0 -msfjo 500 50.0 50.6 50.0 • • 5C% • •50Q • • • • • • • • • • • • • • • • • MOTE: • • • • • • IYASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) PERFORMANCE VALUES OP IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER 10 SHEETS 5 AND 6 FOR INSTALLATION OETNLs WINDOW DIMS. GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1M. (-) 19-1/8' 110A 210.0 26-1/2" 110.0 180.7 37" 26 110.0 t80.7 53-i/8" 110.0 120.0 19-1/8" 110.0 210.0 26-1/2"-3/8" 110.0 177.3 37' 110.0 120.0 53-1/8- 110.0 120.0 19-1/8• 110.0 210.0 26-1/2'-5/8" 50 110.0 169.7 110.0 1200 37" 53-1/8" 85.3 85.3 19-1/8' 110.0 204,6 26-1/2" 110.0 120.0 37" 63- 110.0 120.0 53-1/8' 61.3 81.3 19-1/8• 110.0 120.0 26-1/2' 110.0 120.0 37- 74-1/4' 90.0 90.0 53-I/8" 70.0 70.0 3/16" HEAT STREN'D CLASS .090' InteAoyer Solos Clear And Color Gloss 8y 'Eastman Chemical Co.' 3/16" HEAT SIREN'D GLASS GE-1200 SILICONE AT 1/4 POINTS ON HIES WADER THAN 36' 7/18" NOMINAL GLASS TYPE '8' Ervin JAVAO A111M0 CN0I RA. PE , 70592 CAN. 02014 PRODUCT RaVISCD as complying with the Plorida Building Code Acceptance No Ie14M Dale 8 8' O r E E '4 S 1 8 li drawing no. WO1-83 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 6he6t 4of g PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 8 AND 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WINDOW DIMS. GLASS TYPE '2A' CUSS TYPE 'SA' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) 24" 30' 36' 42" 48' 54" 60" 36" 110.0 180.0 110.0 195.8 24" 103.6 103.6 110.0 120.0 110.0 144.0 110.0 156.6 30' 71.4 71.4 90.0 90.0 110.0 120.0 110.0 130.5 36' 78" 54.0 54.0 90.0 90.0 110.0 120.0 110.0 120.0 42' 48.9 48.9 90.0 90.0 107.7 107.7 110.0 120.0 24" 109.4 109.4 110.0 120.0 90.1 90.1 110.0 120.0 30" 84" 87.0 67.0 90.0 90.0 79.3 79.3 110.0 120.0 36' 50.2 50.2 90.0 90.0 24" 30' 36" 42" 48' 54' 60' 42" 110.0 168.0 110.0 193.6 24" 92.9 92.9 110.0 120.0 110.0 144.0 110.0 156.6 30" 96" 59.8 59.8 90.0 90.0 110.0 120.0 110.0 120.0 36" 44.2 44.2 90.0 90.0 102.9 102.9 96.9 111.9 24- 108" 74.0 74.0 90.0 90.0 90.3 90.3 96.9 111.9 30' 56.8 56.8 90.0 90.0 79.8 79.8 96.9 111.9. 24" 120" 62.5 62.5 90.0 90.0 70.5 70.5 90.0 90.0 t g � 1/8' TEMP. 1/8" g y L5 . GLASS I7 AWN. GLASS 090' Sofbx By 'Eastman 1/8" +I'' +4t Interlope Clem And Color Gloss Chemical Co.' ANN. GLASS � �C� 24' 30' 35" 42" 48" 60" 60" 48" 110.0 180.0 110.0 184.4 110.0 120.0 110.0 120.0 107.7 107.7 110.0 120.0 90.3 90.3 96.9 111.9 80.2 80.2 84.8 97.9 67.67 90.0 90.0 67. 877.6 67.6 90.0 90.0 30' 30' 38' 42" 48' 54" 80' 54" 110.0 143.3 110.0 17Z6 _'I � ■ ' 105.6 105.6 110.0 120.0 IIlIV.. 1 90.1 90.1 110.0 120.0 - it 3/4" GLASS 1/8' " •'I INSULATED TEMP. 1 digit TYPE GLASS 1/8" �' AT 1/4 '2A' TEMP. 090" Soflex Sy 'Eastman 1/8" r ���� � , �� POINTS ALL SIZES GLASS Intortoyer Clear And Color Gloss Chemical Co.' TEMP. GLASS GE-C?I SLLICDNE • • • •• •• •• • • • e • • • • e 79.8 79.8 98.9 111.9 72.7 72.7 90.0 90.0 69.9 69.9 80.0 80.0 62.7 62.7 80.0 80.0 24" 30" 36' 42" 48' 54' 80• 110.0 120.0 110.0 120.0 93.3 93.3 110.0 120.0 79.3 79.3 110.0 120.0 70.5 70.5 90.0 90.0 67.6 67.6 90.0 90.0 62.7 62.7 80.0 80.0 24" 30' 38" 42" 48' 66" 110.0 119.5 110.0 120.0 87.2 87.2 110.0 120.0 70.7 70.7 90.0 90.0 61.7 61.7 90.0 90.0 59.8 59.8 90.0 90.0 24' 30' 38" 42' 48' 72' 110.0 111,9 110.0 120.0 78.6 78.6 110.0 120.0 'I�f► 3/4" INSULATED • • ( AT 1/4 • • • • 4 • • • • • POINTS ALL SIZES 62.9 62,9 90.0 90.0 54.4 54.4 90.0 90.0 52.9 52.9 90.0 90.0 • • • •• • • • • • • • • • ••• • • • • • • • • •• GLASS TYPE '3A" • ••• • • • • • • • • • • • • • • • • • • • • 8 • • • AIR SPACE CONSISTING OR • • • • • • • • • • • SPACER. • • • • • 'NOTE: • • • METAL SPACER AROUND • • • • • •06.A6S CAPACITIES IIDN THIS SHEET ARE THE PERIMETER OF THE GLASS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUIREO REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) 19-1/8" 26-1 /2" 37' 53-1/8' 26" 110.0 210.0 110.0 210.0 110.0 166.2 110.0 180.7 110.0 166.2 110.0 180.7 110.0 120.0 110.0 120.0 19-1/8' 26-1/2" 37" 53-1/8" 38-3/8" 110.0 200.6 110.0 210.0 110.0 183.0 110.0 177.3 110.0 116.8 110.0 120.0 87.0 87.0 110.0 120.0 19-1/8' 26-1/2" 37" 53-1/8" 50-5/8" 110A 185,7 110.0 210.0 110.0 133.0 110.0 160.7 97.9 97.9 110.0 120.0 70.8 70.6 85.3 85.3 19-1 /8" 26-1 /2' 37' 53-1 /8" 63" 110.0 177.5 110.0 204.6 104.3 104.3 110.0 120.0 72.9 72.9 110.0 120.0 60.1 60.1 81.3 81.3 19 -1 /8" 26-1/2" 37" 74-1/4' 110.0 120.0 110.0 120.0 90.5 90.5 110.0 120.0 58.8 58.8 90.0 00.0 WOW. WIDTH /ii WINDOW LENGTH j)OTE_ WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Lngr. JAVAO MIAD OWL FLA. PE { 70592 C.A.N. 3538 PRODUCT tthV1SGD as complying with Iho Florida Building Code Acccplance No ' " i� A Expiration Dale �IiS Z'Js By i1/ ii.-O'i// Munn tado Product Coo .d 0 0 8 8 yin' C a i E e u 8 drawing no. WO1-83 (sheet 5of 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1/4" ULTRACON INSTALLATION TYPE '1' INSTALLATION CONDITIONS ( pp 1 TO A r > O TTz IDES) 1 3/8" 2� WOOD BUCK TYPE '1' 8&E818L. PRESSURE TREATED TYPICAL INSTALLATION DFTAII ON ALL FOUR SIDES/USING WOOD FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 >< 2 1/8" MIN. INSTALLATION TYPE '2' W000 BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DET I ON ALL FOUR SIDES/USING WOOD 1/4' ULTRACONS 1-1/2" EMBED SEALANT 9UCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" 2 7/8' WOAD BUCK TYPE '3' JLATFRW : PRESSURE TREATED TYPICAI JNYAI 1 ATION DFTAU ON ALL FOUR SIDES/USING W000 1/4" ULTRACONS 1-1/2' EMBED SMART BUCK INSTAWTION BY OTHERS 2 1/8" MIN. • �NSTALLATQN JYPE.'4' •• •• •• •• WOOD BUCK TYPE '4' • UEEB1AL: PRESSURE TREATED • • • • • • • •• J �qppNN •• �•p•77��•TT•� AIL • ON ALL FOUR SIDES/USING WOOD • • ••• • • • • • • • • • • • • • • • W000 BUCKS NOT BY CCI C:RP., s•►gLIST SUUTAW • LOADS IMPOSED BY GLAZINIS•SYSTL•M AND TRANSFER • THEM TO THE BUILDING STRUCTURE. • • • • • • • • • •• • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Cale Acccplancc No • • 't� . v •; mlion Dole ✓l. dsA jg '1 F 03 IY pCi L2 SERIES-238 0 c 1 a � n ti drawing no. WO1-83 (sheet 6of 8 • 4 1• PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DEVILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DETAILS WINDOW DIM8. maim 24' 30' 35' 42' 48' 54• 60• 69' 72' 75' 78' e1• 84' 67' 90' REKNIT 38- EXT. (+) INT. (-) 2100 210.0 2100 210.0 210.0 210,0 190.5 177.e 208.3 196.1 185.2 175.4 166.7 190.5 151.8 173.9 166.7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DETAILS WINDOW DOM. WIDTH 24" 30' 36' 42' 48' 54' 60' 83" 88' 89' 72' 75' 76' 81' 54' 87' 90' 24" 30' 36' 42' 45' 54• 60• 63' 66' 69' 72' 75' 78' 81' 64' 87" 90' 42' 210.0 210.0 210.0 210.0 2100 2075 1755 183.3 190.5 178.6 168.1 158.7 150.4 171.4 163.3 155.8 149.1 24" 36' 42' 48' 54• 60" 83' e6• 72" 75• 78' 81 84' 87' 90' HEIGHT 54' EXT. (+) KT. (-) 210.0 210.0 210.0 207.8 200.0 197.5 161.6 146.1 170.9 158.7 148.1 13A9 130.7 148.1 140.4 133' 127.0 WINDOW DINS. WIDTH 24' 30' 3e" 42' 4e" 54' 60' 63' 68' 69• 72' 75' 78' 81- 64' 87" 90' HEIGHT 72" Exr. (+) RR. (-) 210.0 210.0 185.2 168.1 158.3 148.1 142.9 141.1 139.9 139.1 139.9 120.2 119.0 133.3 125.0 117.6 111.1 60" 210.0 210.0 190.5 175.e 166.7 161.6 160.0 145.5 160.0 153.5 142.9 133.3 125.0 141.2 133.3 126.3 120.0 24' 30' 3a" 42' 48" 54' 60' 63• ea" 69' 72' 75" 76' 61' 84" 87' 90' 48" 210.0 210.0 210.0 210.0 210.0 2000 166.7 1535 178.6 166.7 156.3 147.1 138.9 157.9 150.0 142.9 138.4 24' 30' 36• 42' 48' 54• air as' 69' 72' 75• 78' 81' 84" 87' 90' 66• 210.0 210.0 208.3 190.5 178.E 170.9 160.0 145.1 165.3 151.5 139.9 1299 121.2 136.4 128.3 121.2 114.5 24' 30' 35' 42" 48' 54' 60" 63' 66" 69" 72" 75' 78' Ise 84' 87' 210.0 190.5 168.7 150.4 1309 130.7 125.0 122.9 121.2 119.9 119.0 118.5 115.3 116.3 118.3 115.4 24' 30" 36' 42' 48' 54" 60" 63• 66" 69' 72' 75' 75' 81' 24' 30" 36' 42' 48" 54' 60' 63- 69' 72' 84' 210.0 2041.7 161.E 163.3 150.0 140.4 133.3 130.6 128.3 126.5 125.0 11219 ••1 • 110.3 • •422.8 21&0 • • 977.8 • • • 153.e 137.1 96" 125.0 ty� 11 .1L ik- • 109.19 ••• 106.} • • u• 103.1E • 101.8 100.0 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR OETM.B WINDOW DIPS. EXT. (+) INT. (-) 9101H HEIGHT 24" 30' 36' 42' 48" 54' e0' 63' 108' 210.0 160.6 155.6 137.9 125.0 115.2 107.7 104.5 24' 30' 38' 42' 48' 54" 120' 210.0 182.9 158.9 138.5 125.0 114.7 24" 30' 36' 42' 48" 132' 210.0 184.6 157.9 139.0 125.0 24" 30" 38' 42" 48' 144' 204.5 167.4 142.9 125.4 112.5 24' 30" 36' 42' 138' 208.3 170.2 144.9 127.0 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETAILS WINDOW DIM. EXT. (+) WIDTH HEIGHT INT. (-) 19-1/8' 210.0 26-1/2' 26• 210.0 37' 210.0 53-1/8' 210.0 19-1/e' 210.0 26-1/2' 39-3/8• 210.0 37' 210.0 53-1/8" 210.0 11-14• • • • 210.g• • • •• i • • - • 21a(6 • • • 54-14. • • s • 204.5 • IS-Vi" • • • 211t1f 26-1/2' 63• 210.0 37" 174.9 53-1/5"• 148A '1)-1/4). • •• •2160 .t 2H11U' 11 $464/4' • 24.0 • • 4 ni5 • 4 37 �/8 • ••• 0642.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •t •• • • • • • • • • • • • 8 WOW. VAOTH4 WINDOW LENGTH 3c WIDTH AND LENGTH 01MENSIONS CAN 86 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 1/4" DIA. ULTRACON BY 'ELCO' (Fo-177 KSL Fy-15S K51) INTO 2BY WOOD BUCKS OR W000 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" MIN. EMBED INTO CONC. OR MASONRY (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) 1112 cut OR SO F DRI I IN - SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) JYPICAL EDGE DISTANCE 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 Pc - 3000 PSI MIN. C-90 FOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Engr JAVAD ANMD CNA F1A PE S 70592 CAN. 538 PRODUCT REVISED as complying wilh the Florida Building Code AeccptFnce No 6 imUoa Dote By Mi9mi ode Product V fa 0 gl 11 Mg! 1N54 ;fit o o. 0 € 6 S 0 Q drowing no. W01-83 (sheet 7 of 8 ) • • PERFORMANCE VALUES OF ALUMINUM BUCK PERFORMANCE VALUES OF ALUM NUM PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS RiSTALLATON ANCHORS INBTALLAT HUCK ON ANCHORS OF ALUMINUM HULK INSTALLATION ANCHORS OF ALUM NUM BUCK INSTALLATIONANCHORS REFER ORSHEETS 8 FOR WINOOS CAPACITIES WINDOW DIMS. ANCHORS AT 17' O.C. ANCHORS AT le0.0 'MOW DINS. ANCHORS AT 17' ANC ANCHORS ANCIIORBUST � EMU VALUES. ��V ` 1 o EXE (+) EXT. (4) O.C. EXT. AT 10' 0.0 WINDOW DIMS, AT It"0.C. AT 10' 0.0 WIND0W DNS. AT 17 0.C. AT 10" 0.0 WIDTH HEIGHT M1. (-) pc(_) WIDTH HEIGHT (+) INT. (-) EXT. (+) INT. (-) giH WJO' HEIGHT EXT. (+) (_) EXT. (+) (_) WIDTH IHEIGHTWI. EM. (+) (-) EXT. (+) MT. (-) 2.500 .845 Z Lk O .. 24' 207.E 210.0 24' IS8.3 110.0 24' I385 1019 4.845 .065 CpI i ]0' 189.9 210A 30' IJa{ 201A 116.6 161J 24' 30' 121.2 190.4 .065 592 ' 36' 184.7 210.0 36' 123.1 184.7 36' 102.6 1416 36" 100.1 157.3 � C V 42' 138.5 184.7 42' 115.1 172.7 42' 93.1 130.4 86.2 135.4 .562 1.125 g 48' 147.7 184.7 48' 110.8 166.2 48' 88.6 121.2 42• 108' 78.4 120.1 11 F--1.436 54' 123.1 184.7 54' 109.4 164.1 se 82.1 114.9 Or69.3 108.0 8 a 60"losstsar60'89.S131.360'79.1110.860'S9.79JJ! 54' 63.8 100.3 .125 .903 63" 985 172.4 6J' 82.1 14J.6 63' ALl1MINUM BUCKOFD4NAI iCDj(F8114W1 68' 36" ItSA 161.E 66' S4• 94.7 132.E 88' n 7a2 77.5 109A 109.5 83' 57.9 91.0 6063-T6 6063-TB 69' 10a6 152.1 69' 97.9 123.1 69' 77.1 107.9 24' 30' 123.1 101.3 184.7 1`^. q 72' 102.6 1{38 72' 82.1 114A n' 7a9 107.7 34' 152.0 75" 87.2 ISS.S 73' 7a9 123.1 75' 71.0 107.7 4Y 120 669 747 130.4 SUS78' 92.3 147.7 79' 72.4 115.9 7D' 6°A 1055 4a• 11a1 Ift1IIII14 1 AT6'PROMENDSal' 105.6 140.7 at' 82.1 f00A 61' 73.9 965 69.J 103.9 1T O.C. MAX. F 84' 100.7 151.1 84' 77.8 116.6 s4• 54• 63.5 91J AT HEAD/SILL/JAMB 1-lii _ 87' 96.3 69.3 103.9 24' 124.7 1e0.1 I 144.5 87' 73.9 110.8 07" 65.2 97.8 30' IO2.3 147.7 = f10" 92.3 135.5 90' 70.J /055 90• I' 21' 61.6 92.3 36" 132' 875 128.4 •4r� O n I862 210.0 24' 1385 207.6 24' 125.9 201.5 {Y 77.0 111.2 In wlp` 147.7 f97.0 30' 1Ia.2 1T7.J JO' 105.5 166.E •i1 eJO' 36' 138.5 184.7 36' 105.5 1593 38' 92.3 147.7 4B• 60.3 100AI' vl 3 a 42' 135.7 180.9 42' 24' 113.3 188.9 ),-�i- \ 8 4x1 97.4 118.1 42' s13 133.3 He 92.8 154.e X 45' 135.7 175.9 48' 92.3 138.5 48" 7a9 123.1 36' I ���..' JTI. li 0 11j-- 54' 115.1 172.7 54' 89.5 134.3 54' 72.4 115A 42' 1144' 79.1 131A =MOV_.91.92:4i11111.0 D= R fS 00• 97,4 1441 60' 08.6 1310 60' 69.3 110.8 695 115.8 • •238 DESIGNEF NDOWS do C N.W. 25TH STF 'L. 33172 593-6590 FA 63" 1 90.4 1593 03" 80.6 133.0 63' 78' 60.1 IOa9 46' 24' 62.3 I03.9 60' 42 105.5 147.7 ea• °0• 66,6 129.3 66' 67.2 107A 30' 1S8" 115.4 184.7 EDGE D1ST; 1, % 4. ULTRAWN 69' WA 69' a5.2 f19A 69' WA f0a3 JB" 94.3 160.9 • 4. '. 1-^1/4" MIN. CONC. EMBED 72' 93.1 130.4 72' 79.1 110.8 72' 66,0 105.5 42' a0.3 128.5 ,II AT SEE 6• FROM ENDS CHART FOR 75' 87.9 140.7 73' 73.9 118.2 75' 85.7 105.1 70.3 112.6 INSTALLATION TYPE '5' AT SPACING HEAD/SILL/JANB 78' 83,3 133.3 76• 89.3 n 110.8 78' 65.8 104.9 PERFORMANCE VALUES w S 8 81" 95.0 126.6 81' 73.2 104.3 81' 65.6 97.4 0P ALUM NUM BUCK ANCHORSIniiiiiiihi N (yr•84'90.1135.7s1'73A110.s84•Ba6102.3INSTALIAnoN V �. 87' eaJ 1295 '� a7' 70.0 105.0 s7' e3sr 9s.9 ANCHORS ANCHORS �__- __1 90' 82.6 123.9 90' 66.0 99.7 24' 138.5 207.8 9H7009 DIMS. AT IY OA. AT 10' 0.0 ji4 SMS 24' Ie1.7 210.0 24' 153.9 210.0 30' 115.6 173.4 WIDTH HEIGHT EXT. C+) pc EXT. (+)wit•I AT °" FROM ENDS 30' 161.2 2015 30' 1J0.4 182.3 36' 100.7 151.1 19-1/a' (_) INT. (_) / 17' O.C. MAX. TIEAD/SR.L/JAMBy34' 117.7 IM.7 J6' 210.0 210.0)AT Ila4 161.8 {2' 90.4 IJ5.726-I/2" 210.0 210A s }} C 42' 135.7 176.9 42' 105.5 147.7 45' 83.1 124.726• \ ¢ 9 48' 13a5 173.1 4s' 98A 37' 19fA 210.0 c 3 • A (� 138.5 54' �, 77A 116.6 53-1/8' 152.9 210.0 2 n P 54' 110.8 166.2 54' 94.7 132.E 60' 73A 110.8 19-1/8' 210.0 210.0 11�6:C� 4 60' 92.3 1385 10' 8a8 129.3 63' 72A 1085 26-1/2' �IY�i- \ § 63• 65.2 149.2 63' 80.4 128.5 66' 71.1 106.7 si_3/0. In.7 210.0 r•f- 41�- L 1 Q a °C 68• f8 MA 66• 37' f62.7 210.0 1/ 13a5 68' 91.6 128.2 80' 70.1 105.1 53-1/s• 122s 183.E -�� �i°iisill GT 69• 92.3 129.3 69' 63.9 117.5 72' 616 103A 75' 866 19-1/8' 203.2 210.0 11,1� Ill 5 h 121.2 72' n5 108.5 75' �6e'I • • 1�2.9• 2+-1/2' • • r61.t 201.4 o ;�4 ^ i4 75" 81.5 IJOA 75' 71.9 115.1 7s" ♦ • 63.8 • 1.23• 9 Jr • SIRS/6• • • .: 1 4" ' ULTRACON / 1-1/{' MIN. CONC. 'i = 6 7e' 76.9 1211 7s" 67.2 107.4 81• • 67.9 • 979 °�/s • 134.2 167A �� EMBED AT 6• FROM ENDS ' •U c m u e u. 81' s7.5 116.E • • • .53 •' V • 0 113.3 I55.6 SEE CHART.FOR SPACING � at• 75.8 100.7 24• I1d7 • + 7A • el='Ne. • •56.1 210.0 6M 63.1 124.7 84' 71.t 106.7 30' • • 98.• • 2 164• • 2D-1/2•• • • s AT HEAD/SILL/JAW' 87' 71.1 118,7 ., 121.0 210.0 PRODUCT 87• 87.2 100.7 30• 85.2 142.103 37' 968 t69.6 REVI TYPE '8' E,�• JAW) NAIAD Q 1 90' 75.5 113.3 90' 53.6 95.4 42' 76.0 126.6 53-1/8' mcomplyingwiHl�T1ON WL a Q 48' 96" 69.3 113.1 11.9--11//e' 52.4 161.2 144.2 210.0 Building cony K OR WOOD STRUCTURES Acceptance No Q FIA PE 1I70592 CAN. 3530 �. 54' • •�•! ts� 2• • i�.� 197.1 Ex irnlion Date $ if +�' 60• • • • �A • t�0.7• aZ0 •' • 3T 7M1/A • • e0a76 154.7 By .a,. 63" • • S.9 • 11&2 • $0-t/85 • • •7a7• 128.0 Mime Product /- I 06 • �''� • Ih.0 • • • • •1/1111t'itidrawing no. ••• s�.494.o ••• •• •+69• TYPICAL INSTAL) ATL(ItLIIFTAIIII W01-83 72' 55.4 92.3 ON ALL FOUR SIDES/USING AI UMINUM BUCK SYSTEM Sot sheet 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PERMIT NO: RC15-1624 DATE: 7/15/2015 PLUMBING CRITIQUE SHEET REVIEWED BY: OSVALDO DIAZ 1. FBC 107.1 Provide onsite treatment and sewage disposal system, show location of tank and drain field. R. This is an existing residence in which we are converting one large bathroom into two individual bathrooms, one for Bedroom no. 2 and the other for Bedroom no. 3. In the new sheet P-1, 1 am showing the site plan with the existing septic tank and drainfield. We would be taking the necessary drawings to the health department. 2. FBC 107.1 Health Department approval required for onsite sewage disposal. R. This existing residence does have an existing onsite sewage disposal system. 3. FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. R. Please refer to the new sheet P-1 and P-3 for requested information. 4. FBCR P2078.3 Shower control valves R. Note added to sheet P-3. 5. FBCR P2801.1 Provide type, size and location of water heater. R. Please refer to sheet P-3 for location of existing Electric water heater 1 (30gal) and existing Electric water heater #2 (40 gal). 6. FBCE 401. Water heater equipment R. Existing Electric water heaters are to remain until gas is available for installation, probably in about 2 to 3 months. At that time, a separate permit would be pulled to replace the existing electric water heaters for new tankless gas instant water heaters to be mounted on the exterior of the residence but not at this time. 7. FBCR P2705.1 Show fixture clearance for water closets, tubs, lavatories, bidets etc... R. Clearances for new Bathrooms #2 & #3 are shown on Sheet P-3. 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 Florida Building Code, including the High Velocity Hurricane Zone. MIAMIDADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy - .... DESCRIPTION: Seines 38.: Gutswing.AluminCasement`_Window - L.M.r.. • ; ..•. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Ain:Magee Caseiued lidw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision !Wed 04/25/14, prepared • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing tha 1liami-D tie.Cbunty • Product Control Section Revision stamp with the Notice of Acceptance number a; • expo ation Batee •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 dr logo,.rttlL.state, model/series, and following statement: "Miami -Dade County Product Control Apptowedf, 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# 12-1220.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY A lvo.-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 AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Mr 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, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C, Patel, I't •. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • .. • : • • 2) Uniform Static Air Pressure Test, Loading pop FDG, TAS.2.62-94 • 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 20.1' 921' . • . 5) Cyclic Wind Pressure Loading per FBC, TA ) 94 • . . 6) Forced Entry Test, per FBC 2411.3.2.1, and. PS.202-94..., • along with marked up drawings and installation diagram of pn. Ak!minum casement . • window, prepared by American Test Lab of South Florida; Inc., •Test ncgant No. ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattenf P.E. •• (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. (Subnutted under NOA # 08-1010.02) nue Product Con of miner NOA Na 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--2143,11ETI-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 201-94 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 HTL-0080-1107-98, dated 03/06/96 and 11/10/98, 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 pgr FBC, TA802,94 3) Water Resistance Test, per FBC, TAS 202-9 . • : • • • • • • 4) Large Missile Impact Test per FBC, TAS 20444.. • .. • : • 5) Cyclic Wind Pressure Loading per FBC, TAR Qt 3•94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS202-94• .: • along with marked -up drawings and installation diagram of pp, •r.•esement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports ,l p: • TL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed byYami1 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) E-2 • ... Manuel Pe E. Product Control xaml er NOA No. - .01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 . . • • 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 SentryGlas® 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- Sh Edition (2014), .dated April 11, 2014, issued by Al-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 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricand'TeSt. Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sggled by Vit 7, • . 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 by ffiiri'icane • • • • . Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all 4gii44 and soaN.4by Candido F. Font, P.E. . • (Submitted under NOA # 08-1010.02) • • • •• • • 5. Laboratory compliance letters for Test Reports No. HTL-0080,103Q37,96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., Crated 03/06796 Itid • • 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 COI 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 r a ner NOA No. 1 • -0 r 6.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-3 • GENERAL WINDOW SECTTC)N,R FLANGE- FRAME SNUBBER AT IMPACT WINDOWS ONLY 0 iHW FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. STFP L DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 MIO 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP j USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECTRE° IN STEP t ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AM) SHALL APPLY TO ENTIRE SYSTEM. CAM LOCKS 2 LOCK POINTS ALL SIZES MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT 42' 83- 84' •• LOCK POINTS 2 3 4 • •.CH NG pl IsO* NDITIQNS N�T� HO•NN AN THESE DETAILS ARE • • • •A LOAD DUdRAFTITOONNG53•INNCCRt7LSE WS USEIYIN DESIGN, OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. WINDOW WIDTH VENT WIDTH 0 TYPICAL ELEVATION (FLANGE FRAME) man POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS 6' MAX. TYP. HEAD/SLI. CORNERS 8 y� c7 SURFACE APPLIED FALSE NUITINS OPTIONAL 124• MAX. TYP. AT HEAD/SILL MAX. WOW. HEIGHT LOCK POINTS 38' 2 56' 3 74' 4 84• 5 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. •• • • • • • • • • lOTES: • • • • • • • • TORS PROWOf HAS BEEP*DEINGNi0•NolD TESTED TO COMPLY WITH THE $€ _ �N�IZF 0•IM EllIILOWG ::DE INCLUDING HIGH VELOCITY W000 BUCKS BY OTHERS, MUSE BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • ANOHi1i SHALL 1f AS UQED, SPAM. AS SHQWN ON DETAILS, ANCHORS • •EMBEYMENT TO SASS. MAjfN& SHAU., ff..BEtOND.WALL DRESSING OR STUCCO. • FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Engr. JAW ANMAD FGODUCT REVISED CML as complying with Iho FlotWs FHA. PE' 70592 Itu:Mi,hg lode CAN. 35.3a Acceptance No S i a. 'talon Onto ip `i/ ,APRi, ; 2094 '?`1 I By MlmnkOado Product Co 8 U 2 5 1 • 0 :5 v x drawing no. W98-100 sheet of 7) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • GENERAL WINDOW SECTIONS EQUAL LEG FRAME 04 SNUBBER AT IMPACT WINDOWS ONLY WINDOW 1WDTH EXTERIOR FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 0 A MAXD/ MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS •• ••• • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • MAX. WOW. HEIGHT LOCK POINTS 42'• 2 63' 84' 4 • • • • • • • • •• • • • • • • •• • • • •• • • • • • • ••• • • ••• •• • WINDOW WIDTH VENT WIDTH 6' MAX. PIP. HEAO/SILL CORNERS 8 SURFACE APPLIED FALSE MOITINS OPTIMAL 24 MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX WOW. HEIGHT LOCK POINTS 38' 2 58' 3 74' 4 84' Engel JAVAD MAW OWL FIA. PE / 70392 CAN. 3838 t; 3 0 20 ' PRODUCT REVISED of complying with the Floride Building Code , Annepience No eeo Expitedon Don �' 'le ny v1i; Irian D' FfoductConhlf 441 giV u 1 drawing no. W98-100 sheet).10f 7 000 • • • • 0641 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 0• • • • •• •• 041111 • • • 060 • • • • • • VENT CORNER AU. FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. O CORNER KEY .060 THICK ST. STEEL CORNER KEY .062 THICK ALUUINUM 2475 .768 2.215 2.485 Q FLANGE FRAME 2.075 .080 TYP. 0 EQUAL LEG FRAME ITS11 PART / QUANTITY DESCRIPTION MATERIAL MANF./BUPPLIRR/R8MA1UfB 1 C01-373 4 FLANGE FRAME 6063-T6 81DI10t OR EOUW. 1A C01-397 4 EQUAL 1EG FRAME 6083-T6 INOALEX OR FAUN. 2 C3I-378 4 VENT (5/16" LAM. GLASS) 6063-16 2DALEX 0R EOUW. 28 C0-381 4 VENT (INSUL. LAM. GLASS) 6063-16 INDALEX OR EQUN. 2C CG1.385 4 VENT (7/16" LAM. GLASS) 6063-T8 ROAM 0R EOM. 3 COI-375 4 OGEE GLAZING BEAD 6063-T5 MOALEX OR EQUIV. 3A C01-396 4 SQUARE OLAZIN2 BEAD 6063-15 WOALEX 0R EQUIV. 4 - 4 .060 THICK CORNER KEY AILBNN U - 6 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS RE00. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-100 AS RE00. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 5 35-10-00-101 2/ VENT 4 BAR HOiGE, AT 7OP AND BOTTOM StEEI TRUTH, ATTACHED W/ (8) /5 X 3/8" SS SUS 0 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED IT/ (2) fa X 3/8" SUS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 9B - I/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMS FACING LOCK STEEL COI, ATTACHED, W/ (2) /10 X 3/8" SS SUS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) /8 0 3/8" 5S SUS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) /e X 3/a' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 110 X 1-1/4' SS SMS •• ••• • • • • • •/t • • •• • • • •• • •• ••• •• • • • •• • • • ••• • • • a • • • • • • • • • • • • • • • • • 6 • • •• • • • • • • •• • • • •• • • • • • • ••• • • ••• •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ()VENT 5/16" LAM. GLASS) QB VENT (INSUL LAM. GLASS) Q VENT 7/16" LAM. Cr ACS) Q CGI-375: OGEE GLAZING STOP (44,u `J CGI-398: SQUARE GLAZING STOP Entr: J ANIA�D CML PA PE / 70592 CAN. )36 ••' ('4,114;0 201 PRODUCT REVISED al complying with the Florida Building Code Acceptance No 4•0 6. 0! Expiration Data By7//IG.E;c J,f Miami Dade lkadact(bop01 ) 1 1 4 2 a 1 drawing no. W98-100 Sheet 2 of 7 • 4 • • 'A a. 1/8' ANN. GLASS .090" Interloyer Salim/ Clear And Color Gloss By 'Eastman Chemical Co.' 1/8' ANN. GLASS SILICONE GE-1200 DOV 995 DOV 899 5/18" NOMINAL GLASS TYPE '2' 3/16' ANN. GLASS 6OERLAYERS .090' Soflex Clear And Color Class By 'Eastman Chemical Co.' .075' Soflex CP ?nth PET Core By 'Eastman Chemical Co.' .090' DuPont Sentry7los By 'E.I. DuPont De Nemours & Co.. Inc.' 3/16' ANN. GLASS 11* 7/18" NOMINAL GLASS TYPE '3' SILICONE GE-t200 DOS/ 995 DOV 899 3/16HEAT STREN'D GLASS INTERIAYERS .090" Satlex Clear And Color Gloss By 'Eastman Chemical Co.' .075' Soflex CP With PET Core By 'Eastman Chemical Co: .090' DuPont 5sntryGlas By 'E.I. DuPont De Nemours & Co.. Inc.' 3/16' HEAT STREW() GLASS I 7/18" NOMINAL GLASS TYPE '8' SILICONE GE-1200 D0V 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SNEER 6 WHEW) 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 TNRU 7 FOR INSTMIATID9 OETNLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER 10 SHEETS 5 1HRU 7 FOR MS7773506 DE1ARS WINDOW DIMS. O7ASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE cuss TYPE '3' cuss TYPE 'e' WINDOW DIMS. 01ASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1ST. (-) ExT. (+) INT. (-) 20" 24' 28" 30' 32' 36" 40' 42' 36' 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195A 110.0 195.0 110.0 138.8 110.0 195A 110.0 105.0 110.0 129.5 110.0 195.0 110.0 195A 110.0 121.4 110A 125.0 110A 195A 107.9 107.9 190.0 195A 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 20' 24' 26' 30' 32' 38' 40' 66" 86.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 1204 60.6 60.8 110.0 120A 110.0 120.0 19-1/8' 26-1/2' 37' 42' 28' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 1120 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195,0* 110.0 125.0 * 57.5 574 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 923 92.5 110.0 120.0 00.0 60.0 20" 24' 28' 30' 32' 36" 40' 42' 42' 110.0 1663 110.0 105.0 110.0 195.0 110.0 136.E 110.0 195A 110.0 193.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120A 20' 24' 28' 30' 32' 36' 72' 68.4 66.4 110.0 195A 110.0 120.0 19-1/8' 28-1/2' 37' 42' 38-3/8' 110.0 190.8 110.0 1154 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 983 110.0 194.5 110A 120.0 66.e 86.6 110A 120.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 46.9 48.9 110.0 120A 110.0 120.0 46.0 48.0 110.0 120.0 110.0 120A 43.8 43.6 110.0 120.0 110.0 120.0 19-1/8' 26-1/2' 37' 42' 50-5/8' 110.0 144.5 110.0 198.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 92.5 92.5 110A 120.0 110.0 120A 83.3 83.3 110.0 120.0 110.0 120.0 32' 36' 76' 60.0 60.0 60A 60.0 80.0 60.0 60.0 60.0 79.3 79.3 110.0 120.0 80.0 60.0 20' 24' 28' 30' 32' 36' 40' 42' 48' 110.0 145.7 110.0 195.0 110.0 195.0 110A 121.4 110.0 195.0 110.0 1954 103A 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 196.0 110.0 120.0 20' 24' 28' 30' 32' 78' 52.0 520 110.0 120.0 110.0 120.0 19-1/8' 26-1/2' 37" 42' 63' 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 80.0 110.0 120.0 110.0 120A 60.0 60.0 60.0 60.0 43,8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 19-1/0' 26-1/2' 37' 74-1/4' 63.0 83.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 60.0 60.0 60.0 60.0 37' 77' 56.3 58.3 56.3 56.3 91,1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 89.4 69.4 110.0 120.0 60A 60.0 20' 24' 28" 30' 32' 38' 40' 42' 54' 110A 129.5 110.0 195.0 110.0 195.0 28' 30' ee 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 120.0 110.0 120.0 110.0 120.0 54.5 54.5 31.2 51.2 51.2 51.2 48.3 48.3 98.0 107.9 110.0 195.0 110.0 195.0 92.5 110.0 120.0 110.0 120.0 84.4 80.3 110.0 120.0 123.0 50.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 110.0 1220 110.0 120.0 61.7 61.7 110.0 120.0 80.0 24' 28' 30' 32' 36' 112.8 110.0 195.0 110.0 195.0 esti 95.4 110.0 195.0 120.0 76.7 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 64.8 84.8 110.0 120.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 • • WHEN MULTI POINT LOCK BY 'INETRLOC1C COI IS USED ** **SIZE 37" X 77" APPLCABLE TO RANGE FRAMES ONLY SEE SHEET 1 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 41 01171 JE drawing no. • • • • • 1/8" TEMP. GLASS AIR SPACE 1/8" MIN. GLASS INTERLAYERS /6" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE-1800 8010 899 .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" DuPont SentryGlas By 'El. DuPont 0. NemAura & Co.. Inc.' 2/ SETTING BLOCKS UTE EPDM OUROMETER 65f5 1/8" TEMP. GLASS MR SPACE 1/8" T9AP. GLASS INTERLAYERS 1 T) r 1 1/8' TEMP. G1ASS k 3/4" INSULATED GLASS TYPE '3A' SILICONE GE-1200 DOV 995 DOW 899 000" Soflex Coor And Color Glass By 'Eastman Chemical Co.' .075" Soflex CP With PET Gore By 'Eastman Chemical Co.' .090" DuPont SentryGas By 'E.I. DuPont Os Nemours & Co., Inc.' SETTING BLOCKS 2/ UTE EPOM DUROME1ER 13535 AIR SPACE CONSISSING GP SPACER: METAL SPACER AROUND THE PERIMETER OF THE CUSS. PERFORMANCE VAWR.9 0P IMPACT RESISTANT WINDOWS NO SHUTTERS REQU91E0 REFER 10 SHEETS 5 THRU 7 FOR WSTNAAOOH DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 i11R11 7 FOR 9r5t4UAR* DEEMS PERFORMANCE VAWES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 1HRU 7 FOR 915TALLAICH DETAILS WINDOW DIMS. CUSS TYPE '2A' GLASS TYPE '34' 11ND0W MIS. GLASS TYPE '2A' CUSS TYPE '3A' WINDOW DIMS. GLASS TYPE 'IA' GLASS TYPE '5A' WIDTH HEIGHT EXT. (+) IRE. (-) Dr. (+) TNT. (-) WIDTH HE1prr EXT. (+) INT. (-) EM. (+) M. (-) WIDTH HEIGHT EXT. (+) 1M. (-) EXT. (a) IRE. (-) 20' 24' 28' 30' 32• 36• 40' 42' 36"110.0 110.0 194.3 110.0 195.0 20' 88.7 86.7 110.0 169A 19-1/8' 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2• 110.0 203.0 110.0 195.0 110.0 161.9 110.0 195.0 28' 64.2 64.2 110.0 120.0 37' 26" 110.0 145.4 110.0 195.0 110.0 138.8 110.0 195.0 30• 86' 60.6 60.6 110.0 118.2 42' I10.0 126.1 110.0 195.0 'k 129.5 110.0 195.0 110.0 121.4 110.0 195.0 32' 57.5 57.5 110.0 112.2 19-1/8' 110.0 190.E 110.0 195.0 36• 60.0 604 - - 26-1/2" 30-3/8" 110.0 137.5 110.0 195.0 107.9 107.9 110.0 195.0 97.1 97.1 110.0 120.0 40" 60.0 80.0 - - 37' 96.5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 20' 86.4 66.4 110A 120.0 42' 86.8 86.8 110A 120.0 20' 24' 28' 30' 32' 36' 40' 42' 42' 110.0 166.5 110.0 195.0 24' 56.1 56.1 109.3 109.3 19-1/8" 110.0 144.5 110.0 195.0 28' 459 45.9 95.3 95.3 26-1/2" 50-5/8• 99.7 104.3 110A 195A 110.0 135.9 110.0 195.0 110.0 116.9 110.0 195.0 30• 72• 46A 46.0 59.8 89A 37' 74.7 74.7 110.0 120.0 32' 43.6 43.6 85.0 85.0 42" 65.E 65.8 110.0 120.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 38' 60A 60.0 - - 19-1/8' 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 32' 60.0 60.0 - - 26-1/2• 74.9 77.9 110.0 120.0 36' 76. 60.0 60.0 - - 37' �" 60.0 60.0 110.0 117.0 83.3 83.3 110.0 120.0 79.3 79.3 110.0 120.0 20' 52.0 52.0 101.3 101.3 42' 60.0 60.0 - - 24' 43.E 43.9 85.4 55.4 19-1/8' 63.0 63.0 110.0 120.0 20' 24' 28' 30' 32' 38' 40' 42' �• 110.0 145.7 110.0 195.0 28" 76, 38.1 39.1 74.3 74.3 26-1/2' 74-1/4' 48.6 46.E 90.9 90.9 110.0 121.4 110.0 195.0 32' 60.0 60.0 - - 37' 59.a 59.8 - - 104.1 104.1 110.0 120.0 97.1 07.1 110.0 120.0 20' 41.5 41.5 MIA80.8 37' 77' 56.3 56.3 - - 24' 34.9 34.9 65.0 68.0 91.1 91.1 110.0 120A 80.9 80.9 110.0 120.0 28' 84' 54.5 54.5 - - * LIMIT MAX. LOADS TO 171.0 PSF 'MEN/LOCK' 30' 51.2 51.2 - - WHEN MULTI POINT LOCK BY ®8 IS USED 72.8 72.8 110.0 120.0 69.4 69.4 110.0 120.0 32' 48.3 48.3 - - 20' 24' 28' 30' 32' 36' 40' 42' 54• 110.0 129.5 110.0 195.0 ** SIZE 37" X 77' APPUCABLE TO FIANCE FRAMEI SEE SHEET 1 •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTE: • • : : i : • : : : MAD/AREA LIMITS • • • • • • • • • • • gOR +110.0, -120.0 PSF = 16.34 SC • •• • • • • • • +110.0, -195.0 PSF = 10.00 S( • • • • • • • • •• • 9a.0 107.9 110.0 195.0 02.5 92.5 110.0 120.0 84.4 Na 110.0 120.0 80.9 80.9 110.0 120.0 71.9 71.9 110.0 120.0 84.8 64.8 110.0 ito.0 120.0 61.7 81.7 110.0 120.0 20' 24• 28• 30' 32' 36' 40' 42' ea 98.6 112.6 110.0 195.0 85.8 95.4 110.0 120.0 76.7 53.3 110.0 120.0 712 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110A 1204 60.0 e0.0 - - 80.0 00.0 - - ONLY .FT. . 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 Env AAVAD AHMAO CMl A.A. PE 6 70592 CAN. 3338 n 2014 PRODUCT RBVLSRD as complying with the riptide Building Code Acceptance Lao 1 Hx .(110011 Date F. Mien Dade Product Conhal' J 1 •. 8 8 i 6 0 'o b drawling no. W98-100 3h60t 4of 7J •••• ••••••• • • • •• •• •• • • •- • •• •• •••• •• •• •• • •• • • •• • •• • • • • • •• •• • • • •• •S 000 • • • 000 • • SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR OESCRIPTION INSTALLATION TYPE '1' WOOD BUCK TYPE '1' 1•,lATERW • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 3/8' WOOD BUCK TYPE '3' 1161EBIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4' X 1' X 3/4' X t/8' 2-1///1 LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••• • • • • • • _ •• • • • • • • •• •• • SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '2' • •• •• 2 1/8' MIN. WOOD BUCK TYPE '2' MATFRW : PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' W000 BUCK TYPE '4' LIME l8L: PRESSURE TREATED 4PICAL INSTALLATION DETAIL • • ON ALL. FOUR SIDES/USING W000 • • • • • • • • • • • •• • • • •I►�idII� :I • •• • • • • • • • . • ••l " • • • • • .• • • • • • • • • • ALT. ANCHOR. Cdt ATION. • WITH SHEAR CUP • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES I/8' THK. MIN. ATTACHMENT IQ METAL STRUCTURES fT-1/8' MIN. f _l TYPICAL ANCHORS SEE ELEV. FOR SPACING If —YI SEE SHEET 8 FOR DESCRIPTION 11� I 11 I II It I I II II II 11 .nut�v;mtnint;mli ATTACHMENT TO APPROVED MULLIONS Eegr. JAVAD ANIIM) CNIL FLA. f 170592 C.A.N. 3555 /APR 9.2014 PMODUCT REVISED ea eomPtyln) wilh the Mtadde Euadine Code ter`(N*1%6951 54 j ZRI tlon Dale 8 By fs Dade Product coma oe drawing no. W98-100 (sheet 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 8 FOR DESCRIPTION INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ 1YPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '2' 2 1/8" MIN. WOOD BUCK TYPE '2' PW: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION INSTALLATION TYPE '3' WOOD BUCK TYPE ' Walla: PRESSURE 1 ATED • TYPICAL INSTALLATION DETAIL • •• ON ALL FOUR SIDES/USING WOOQ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8" BUCK INSTALLATION BY OTHERS • • • •INSTALLATION•TYPG i4' • • • • • • • • • • • • • MIN. WOOD BUCK TYPE '4' mum: PRESSURE TREATEO TriAL„.1113TALLATION DETAIL • • • • • ON ALL FOR SIDES/USING WOOQ • • • • • • • • • • • • • • • • • • • • • ••• •••• •• • • • •• • • • •• •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION AUACFIMFNT TO APPROVED MULLIONS Env: MV9D AHWO PRODUCE REVISED Mi. RA PE 370592 as complying with the Florida CAN. 78 Building Code Acceptance No i• Ir*.O1 ,3 0 2014nyi D°`° (/ I' I Mian Dads Product Cortland f• v' ca4"V 0 8 d 8 IrC 4 ab Qa 10 O sci oc i N #ah 1 1 drowing no. W98-100 (sheet 5.1 of 7 ) . �• • • • • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALL►TION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIME. WIDTH 20' 24" 28" 30' 32' HEIGHT 36" 38' 40" 42" ANCHORS 1f/0 SHEAR CUP ANCHORS WITH SHEAR CLIP AT 17" 0.C. EXT.(+)/INT.(-) 195.0 AT 10' 0.C. EXT.(+)/INT.(-) 195.0 AT 17" 0.C. EXI'.(+)/AIL(-) 154.8 AT 10' 0.C. EM.(+)/94T.(-) 195A 195.0 195.0 129.0 172.0 WINDOW DIMS. WIDTH 32' 36' HEIGHT 76" ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CUP AT 17" 0.C. EXT.(+)/GAIT.(-) 133.2 AT 10" 0.0. EXT.(+)/NT.(-) 195.0 AT 17' 0.C. EX1.(+)/INT.(-) 76.4 AT 10' 0.C. EXT.(+)/INL(-) 122.2 118.4 189.5 67.9 108.8 192.9 195.0 110.6 147.4 180.0 195.0 103.2 137.E 188.8 195.0 96.8 129.0 150.0 195.0 88.0 114.7 135.0 180.0 77.4 103.2 20' 24' 28' 30" 32' 78" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 1568 146.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 128.6 171.4 73.7 95.3 20' 24' 28' 30" 32- 38' 40' 4Y 42' 195.0 195.0 132.7 176.9 192.9 195.0 110.8 147.4 165.3 195.0 94.8 120.4 20" 24' 28' 32' 84' 195.0 195.0 132.7 195.0 195.0 195A 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 12e.e 171.4 73.7 96.3 115.7 154.3 66.3 88.5 110.2 140.9 63.2 84.2 20' 24' 28' 30' 32' 38" 40' 42' 48' 195.0 195.0 154.8 193.5 195A 195A 129.0 161.3 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 1688 195.0 96.8 120.9 150.0 107.5 88.0 107.5 135.0 186.8 77.4 98.8 128.8 160.7 73.7 92.1 20" 24' 28' 30' 32" 36' 40' 42' 54' 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195A 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 933 20' 24" 28' 30' 32" 36' 40- 42' 60' 195.0 195.0 123.8 1858 1804 195.0 103.2 154.8 154.3 195.0 895 132.7 144.0 195A 62.8 123.8 135.0 195.0 77.4 116.1 120.0 180.0 888 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20' 24" 28" 30' 32' 36" 40" es' 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 1003 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 138.4 190.9 732 109.5 122.7 171.8 70.4 96.5 20' 24' 28' 30" 32' 36' 72' 195.0 195.0 129.0 180.6 187.5 195.0 107.5 150.5 160.7 195.0 92.1 120.0 150.0 105.0 86.0 120.4 140.6 195.0 80.6 112.9 125A 175.0 71.7 100.3 ANCHORS. W/0 SHEAR CLOP •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • •• • • •• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLAP ANCHORS WITH SHEAR CUP AT 17' 0.C. AT 10" 0.C. AT 17' 0.C. AT 10" 0.C. WIDTH HEIGHT EXr.(+)/INT.(-) OR.(+)/INT.(-) EXT.(+)/ANT.(-) EXT.(+)/MT.(-) 19- 1/8" 26-1/2" 37' 28' 195.0 195.0 149.4 195A 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1/6' 26-1/2" 37' 38-3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 138.9 182.6 783 104.7 19-1/8' 26-1/2" 37" 50-5/8" 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173A 79.3 99.2 19-1/8' 26-1 /2" 37' 42" 63• 195.0 195.0 123.3 195A 155.3 195.0 89.0 1558 111.2 194.6 638 111.8 98.0 171.4 56.2 98.3 19-1 /8' 26-1/2" 37' 74-1/4" 195.0 195.0 130.8 195.0 184.7 195.0 94.4 151.1 117.9 _ 188.6 67.8 108.1 ANCHORS WITH SHEAR CLIP • • •• • • • • TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4' DIA. KWIK-CON IL BY 'HILT!' (Fu-163 KSI, Fy-157 KSO 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 HSI. Fy..155 K51) INTO 20Y W000 BUCKS OR W000 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" MIN. EMBED INTO CONC. OR MASONRY J14 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE MCTAN(.F INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SRN 0R J MfUS Pa - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. Engr. LIAO UI0AD CIVIL RA PE 70592 cwN. R1ik 2014 J ) PRODUCT REVISED as complying wilh the Florida Building Code Acceplauce No Hxpingian Date �� jOjj�i B' aftOil tt' L1l2 IA '✓"Dade Product ConAN-) th A a bg 5 8 x a 1 drawing no. W98-100 (sheet 6 of 7 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • It • •• •• • ••• • • a• • e ee PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH 20' 24" 28' 30' 32' 38' 40' 42' 20' 24' 28• 30' 32' 3e' 40' 42' 20" 24' 28" 30' 32' 3e 40' 42" 20" 24' 2e" 30' 32' 36" 40' 42' 20' 24' 26" 30' 32' 36' 40' 42' HEIGHT 36' 42' 48" 54' 60" EXT.(+) 110.0 INT.(-) 195.0 110.0 195.0 110.0 186.5 110.0 182.4 110.0 179.5 110.0 177.3 KIN110W DINS. WIDTH 20• 24" 28' 30" 32" 36" HEIGHT 78 EXT.(+) 105.8 INT.(-) 120.0 90.8 120.0 80.5 110.3 78.3 104.7 60.0 60.0 80.0 60.0 105.8 145.1 97.0 110.0 120.0 179.5 110.0 159.E 106.9 146.6 20' 24' 26" 30' 32' 78' 102.7 120.0 88.2 120.0 77.9 120.0 73.9 101.3 60.0 60.0 1035 141.9 100.7 (38.1 97.0 120.0 95.2 120.0 95.0 110.0 120.0 195.0 110.0 177.3 110.0 160.9 110.0 154.E 109.1 120.0 1035 120.0 99.8 120.0 95.0 110.0 120.0 174.1 110.0 152.0 99.8 120.0 95.6 120.0 91.9 120.0 86.2 118.2 82.2 112.7 80.8 110.0 110.5 153.2 97.0 133.0 66.8 119.0 62.8 1135 79.4 108.8 739 101.3 80.0 60.0 00.0 60.0 20' 24' 28' 30' 32' 38' 40• 86" 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20' 24" 28" 30' 32' 38" 72" 110.0 1545 97.0 120.0 86.0 117.9 81.7 112.0 77.9 106.9 60.0 60.0 20" 24' 28' 30' 32" A - 84' 110.0 120.0 97.0 120.0 65.5 117.3 60.0 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DBMS. WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 110.0 195.0 26-1/2' 110.0 195.0 37" 26" 110.0 184.2 42' 110.0 152.4 19-1/8' 110.0 195.0 26-1/2" 35-3/8" 110.0 172.8 37' 110.0 156.3 42' 95.7 120.0 19-1/8' 1109 195.0 26-1/2" 50_5/8" 110.0 154.7 37" 94.0 120.0 42" 89.8 120.0 19-1/8" 100.3 149.9 26-1/2" 84.8 11&2 37" s, 67.9 93.1 42' 60.0 60.0 19-1/8" 110.0 154.8 26-1/2" 74-1/4" 86.4 1*6.5 37" 60.0 60.0 19-1/8" 109.9 120.0 26-1/2" 76" 84.0 115.2 37' 60.0 60.0 19-1/8" 106.3 120.0 28-1/2' 7Y 82.7 113.4 37' 60.0 60.0 TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. KWtK-CON 11 BY 'HILT!' (Fo-163 KSI, Fy-157 KSO DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BUrg • • • 1-1/4" MIN. EMBED INTO Cc 1 E ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW GIPACRIES USE LOWER APPUCABIE VALUES. /14 SUS AT 8" FROM ENDS 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL 1YPICAL ANCHORS TYPE 'A' OR 'B' AT 6' FROM ENDS AND 17' 0.C. MAX. AT JAMBS 17' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' • • • •• /14 SIM AT 6" FROM ENDS 17" 0.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17' O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '8' 28Y W000 BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTIIM 2-1/4" MIN. EMBED INTO GROUT FILLED•BLOQ(! • C - 414 SMS (GRADE 2 CRS) • • . • • • • • • • • •.662 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE • • • • • • • • INTO CONCRETE AND MASONRY = a-1/2" IN..• • &UMINUM BUCK INTO WOOD STRUCTURE _ •IF MIN.• • • • • • • • • • 6083-T6 • •• • • • • • • CONCRETE AT HEAD, SILL Oft $IBS 1% . 3000 RSI M1R.• • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 2.500 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1.438 .125 .845 1.125 .903 OPTIONAL COVER 6063-76 Fa*: JAVAD MAD PRODUCT RBVLSBD Mt es complying with the Florida FLA PE 170592 Building Code CAN. 353a Acceptance No Q 8opintlon Dole ib By 'f j'x . (. how Produce Con 1,� ..- -1411. 302014t 1 r` 0 2 a 3r0 1 3- b 1 drawing no. W98-100 (sheet 7of 7 ) COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION 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 Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series.. 238 Aluminum'ProtectOut�Window;_L.M.I.- APPROVAL DOCUMENT: Drawing No. W99-04, titled "Series 238 Alum. Project Out Window", sheets I, 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 AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by th•e M4!uttt'I�ade •County Product Control Section. MiAikII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 lvrvw.miam)it e.ggv/economy • • • •• • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • •. •• • LABELING: Each unit shall bear a permanent label with the manufacturer's mrdI 'dt' logo, city, state, • model/series, and following statement: "Miami -Dade County Product Control Appoo iedi's unleseotbeCwise • noted herein. •••• RENEWAL of this NOA shall be considered after a renewal application has been.te 1. nd thel•g..lv,c•been no change in the applicable building code negatively affecting the performance of thiemortict. • TERIVIINATION of this NOA will occur after -the expiration date or if there has been a ievisici.at; Change in the materials, use, and/or manufacture of the product or process. Misuse of thus :is an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NE As Vitilure • 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# 13-0606.05 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. •• • • • t. • rroA No. 14=091M Expiration Date: October 31, 2018 Approval Date: February 05, 2015 Page 1 • •• • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2, Drawing No. W99-04, titled "Series-238 Alum. Project 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 AI-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) Forced Entry Test, per FBC 2411.,3,2.1, TAS 202-94 along with narked up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No, 08-1010.03) 2. 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 project- out window, prepared by Hurricane Engineering & Testing, Inc. Reports No. HETI-08-2143, HETI-08-2144, HETI-07-4298 and HET1-07-4287., dated 01 S • 6:27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. . • • • • (Submitted under NOA No. 08-1010.03) • • • .... •• 3. Test reports on: 1) Air Infiltration •Test, per SFBC, PA 202-94• • • 2) Uniform Static Air Pressure Test, Loading per 1•BF TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. . . • • . • 4) Forced Entry Test, per FBC 2411.3.2.1, TAS,202:i4 • • along with marked -up drawings and installation diagram o€•alixninum c4wfnent, project -out and fixed windows, prepared by Fenestration Tti l.aboratory, Inc., .' Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94: signed and. 2d by • Yamil Kuri, P.E. • •. •• • (Submitted under NOA No. 96-0717.04) ' • • •▪ • 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall, P.E. (Subrnifted under NOA's No. 96-0717.04 and 99-0329 02) Manuel Per, 1.E. • Product Control E.•a1 ner NOA No. 14-0915.08 Expiration Date: October 31, 2018 Approval Date: February 05, 2015 • • • • E-1 . . CGI Windows & Doors • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED N C, CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/03/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5h Edition (2014), and of no financial interest, dated 09/03/14, issued by Al-Farooq Corporation, §.igned ard��aled by Javad Ahmad, P.E. '..' . • 1. Laboratory compliance letters for Test Reports No. HTL-0080-834.07 and... • : • HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc.,•cttttt1•08/08/08? . all signed and sealed by Vinu J. Abraham, P.E. . (Submitted under NOA No. 08-1010 03) • • •' • • 2. Proposal No. 09-0032 issued by BCCO, dated October 22, 200q,.!igutd by ileap Narciso. (Submitted under NOA No.10-051 0 12) G. OTHERS 1. Notice of Acceptance No, 13-0606.05, issued to CGI Windows and Doors for their "Series-238" Aluminum Project -Out Window - L.M.I. approved on 08/15/13 and expiring on 10/31/18. • . • • • • . . . •• . • •. E-2 . • ••• • • . . . .. . ss)tklitt ' ,.._::>/iii i Manuel P.P.E. t,,,.. Product Control' Exa)ttfiner NOA No. t4=0915.08 Expiration Date: October 31, 2018 Approval Date: February OS, 2015 GENERAL WINDOW SECTIONS FLANGE FRAME WINDOW WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP STEP 4 STEP 0 • •. •: •• U FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 0 1 —21 ••• • • • . •• • • • • • •• (: • • • • • •— • • ••• • • • • • • • • ••• •• • • • •• DETERMINE DESIGN WIND LOAD REQUIREMENT BpSEO• • • ON WIND VELOCITY, BLDG. HEIGHT, WIND ZOyE • • USING APPLICABLE ASCE 7 STANDARD. • • • SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN.LOAD. • • CAPACITY OF DESIRED GLASS SITE/TYPE. • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. • • • • • 1F ALUMINUM BUCK SYSTEM IS USED USE CHART:ON � SHEET 7 TO DETERMINE CAPACITY. • •• •• • THE LOWEST VALUE RESULTING FROM STEPS 2• i &ND:41 • � SHALL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • SNUBBER • • • • • • • ••• • • • • • • • • • •• •• WINDOW WIDTH CAM LOCKS 2 LOCK POINTS ALL SIZES WIt4DOW WIDTH VENT WIDTH WW-2„ D.L. OPG. WW-7' 6" MAX. TYP. HEAD/SILL CORNERS 1 / \ MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. WIDTH LOCK POINTS 42" 2 63" 3 84" 4 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 141 1/2"J MAX. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE 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 W000 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 BLOC. CODE. 10" OR 17" SEE SHEET 6 FOR CAPACITY TYPICAL ELEVATION (FLANGE FRAME) FOR MULLION/MULTIPL SEPARATE CGI b THESE WINDOWS ARE RATED FC SHUTTERS ARE NOT REQUIRED. Engr. JAVAD AHMAD CML FLA. PE # 70592 CAN. 3536 PRO as « Built Acce Bye Mhin r. D.L OPG. VENT WIDTH WINDDW WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME o § 0 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• 0• • • • • • • • • • • • CAM LOCKS 2 LOCK POINTS ALL SIZES WINDOW HEIGHT V!II400W WIDTH VENT WIDTH WW-1 1/2" D.L. OPC. WW-6 1/2" 6" MAX. TYP. HEAD/SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. WIDTH LOCK POINTS 42" 2 63" 3 84" 4 / 14 1/2" MAX. 10" OR 17" SEE SHEET 6 FOR CAPACITY TYPICAL ELEVATION (EQUAL LEG FRAME) En9,: JAVAD MIMD CMI. FLA. PE J 74592 CA.t 3538 PRC 49 K E3ui1. Acct By— JNGu ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER 2.625 2 5/8' 5 I \ I 1900 2.625 I I n CORNER KEY CORNER KEY .060 THICK ST. STEEL .062 THICK ALUMINUM 1.307 2.075 768 2.215 .080 TYP, 2.465 FLANGE FRAME 1.875 VENT 5 1.057 2.075 .768 2.465 .080 TYP. 2.715 EQUAL LEG FRAME 1.875 VENT (It, ITEM PART f QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. 1A CCI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CCI-378 4 VENT (5/16" LAM. GLASS) 6063-76 INDALEX 0R EQUN. 28 CGI-381 4 VENT (INSUL. LAM. GLASS) 6063-T6 INDALEX OR EOM. 2C CGI-385 4 VENT (7/16' LAM. GLASS) 6063-16 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-75 INDALEX 0R EQUIV. 3A C6I-398 4 SQUARE GLAZING BEAD 6063-75 INDALEX 0R EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 — 8 .060 TACK CORNER KEY ST. STEEL - 6 AP-425 AS HEAD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 X190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH, ATTACHED W/ (8) #8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED w/ (2) 88 X 3/8" SMS 9A - 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JA1.IB FACING LOCK STEEL CGI, ATTACHEO W/ (2) 110 X 3/8" SS SMS 11 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - /10 X 1-1/4" SS SMS 12 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80f5 SHORE A • ••a„ • • • • • • • •• • • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • ••• • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • • • • • • r- 1 1.875 VENT (7 L_ .383 1 CGI-37! COI-396: Engr. JAVAD AHMMD CML FLA PE / 70592 C.A.N. 3538 015 PRor •s cor Uwld Accq E pir r I/8" ANN. GLASS .090" Soflex Clear And Color Gloss By 'Eastman Chemicol Co.' 1/8" ANN. GLASS 5/16" NOMINAL GLASS TYPE '2' SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ON UTES WIDER THAN 36" 3/16" ANN. GLASS INTERLAYERS .090' Soflex Cleor And Color Gloss - By 'Eastman Chemical Co.' _ .075" Soflex CP With PET Core By 'Eastman Chemical Co.' _ .090" DuPont Sentry0los By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" ANN. GLASS 7/18" NOMINAL GLASS TYPE '3' SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ON UTES WIDER THAN 36" • 3/18" HEAT STREN'D GLASS .090° Soflex Clear And Color Glass By 'Eastman Chemical Co.' INTERLAYERS - •075" Soflex CP With PET Core By 'Eastman Chemical Co.' _ .090' DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' SILICONE GE-1200 DOW 995 DOW 999 AT 1/4 POINTS ON L1TES WIDER THAN 36° SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION 0E WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (- 24' 24' 28" 30' 36' 42' 48" 54' 60' 66'. 72" 78' 84' 110.0 195.0 110.0 195,0 110.0 195.0 24" 110.0 121.4 110.0 195.0 110.0 195.0 26' 110.0 195.0 110.0 195.0 28" 104.1 104.1 110.0 195,0 110.0 120.0 38-3/8' 110.0 190.6 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 110.0 194.3 110.0 195.0 110.0 195.0 -08" 36" 80.9 80.9 110.0 120.0 110.0 120.0 63" 104.2 104.2 110.0 195.0 110.0 181.9 110.0 195.0 110.0 195.0 42" 69.4 69.4 110.0 120.0 110.0 120.0 74-1/4" 63.0 63.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 48" 60.7 60.7 110.0 120.0 110.0 120.0 26" 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 24" 107.9 107.9 110.0 195.0 110.0 195.0 38-3/8" 110.0 137.5 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 28" 92.5 92.5 110.0 120.0 110.0 120.0 26-1/2" 50-5/8" 104.3 104.3 110.0 195.0 95.4 95.4 110.0 195.0 110.0 120.0 54' 30" 86.3 86,3 110.0 120.0 110.0 120.0 63' 77.9 77.9 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 36" 71.9 71.9 110.0 120.0 110.0 120.0 74-1/4' 46.6 46.6 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 42" 61.7 61.7 110.0 120.0 110.0 120.0 26" 110.0 145.4 110.0 195.0 43.8 43.8 110.0 120.0 110.0 120.0 24" 95.4 95.4 110.0 195.0 110.0 120.0 38-3/8' 98.5 98.5 110.0 194.5 34.9 34.9 110.0 120.0 110.0 120.0 28" 83.3 83,3 110.0 120.0 110.0 120.0 37" 50-5/8" 74.7 74.7 110.0 120.0 30' 24" 28" 30" 36' 42 48' 54' 60' , 66' 72' 78' 110.0 194.3 110.0 195.0 110.0 195.0 60" 30" 77.7 77.7 110.0 120.0 110.0 120.0 63" 60.0 60.0 110.0 120.0 110.0 166.5 110.0 195.0 110.0 195.0 36' 64.8 64.8 110.0 120.0 110.0 120.0 26' 110.0 128.1 110.0 195.0 110.0 155.4 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 42" 38-3/8' 86.8 86.8 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 66' 28' 64.2 64.2 110.0 120.0 110.0 120.0 50-5/8" 65.8 65.8 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 30' 60.6 60.8 110.0 120.0 110.0 120.0 26' 101.3 101.3 110.0 195.0 97.1 97.1 110,0 195.0 110.0 120.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 53-1/8' 38-3/8' 68.6 68.6 110.0 120.0 86.3 86.3 110.0 120.0 110.0 120.0 72' 28" 48.9 48.9 110.0 120.0 110,0 120.0 77.7 77.7 110.0 120.0 110.0 120.0 30" 46.D 46.0 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 7Y' 28" 38.1 38.1 110.0 120.0 110.0 120.0 - - 110.0 120.0 • ! • • •_ • -• • • • • • ••�, - - 110.0 120.0 - - 36' 24' 28' 30' 36' 42' 48' 54' 60' 110.0 161.9 110.0 195.E 110.0• M95,s0�3 • 110.0 138.8 110.0 195.0 • 110Q• •1�,• + • .,ei o • •• •• • • • • 4° • 34.9 34.9 110.0 120.0 110.0 120.0 • • • - - 110.0 120.0 - - NOTE: 110.0 129.5 610.0 195.3 • • 1 j jf 6: 107.9 107.9 110.0 195.0 110.0 195.0 • •30" GLASS CAPACITIES ON THIS BASED ON ASTM E1300-09 • AND FLORIDA BUILDING CON • • DECLARATORY STATEMENT DI • • • • • 92.5 92.5 110.0 120.0 110.0 120.0 80.9 80.9 110.0 126.0 • el40.0 1020.0 71.9 71.9 110.0 420.0 �110.0 : 12i 2 ! ! c • • •� • :NOTE: r • • • • LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT, +110.0, -195.0 PSF = 10.00 SQ. FL • • • • w • • • • • • • • • • • • • • • • Engr: JAVAD AHMAD Ftn PEN 70592 CA.N. 3538 ` s PRO OS CO Buil( AtCe F? By / Minn 64.8 64.8 110.0 y. 114 :110.1? �11A•r •95.0 • 42" 24" 28" 30' 36' 42' 48' 54' 110.0 138.8 110.0 41,5!b •t to.o 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 92.5 92.5 110.0 12(•r4 • =10.0 • 110.0• 79.3 79.3 110.0 1200 010.0 • 1700• 69.4 69.4 110.0 120.0 _ i>0.0 • • � 1 • • 61.7 61.7 110.0 120.tT • t10.0 • 126 D • 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS 3/4" INSULATED .090" Saflex Clear And Color Gloss - By 'Eostmon Chemical Co.' .075" Soflex CP With PET Core By 'Eostmon Chemical Co.' _ .090" DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 AT 1/4 POINTS ALL SIZES 1/8' TEMP, GLASS AIR SPACE 1/8" TEMP. GLASS INTERLAYERS 3/4" INSULATED GLASS TYPE '3A' .090" Saflex Clear And Color Gloss _ By 'Eastman Chemical Co.' .075" Sothis CP With PET Core By 'Eastman Chemical Co' .090" DuPont SentryGlos By 'E.1. DuPont De Nemours & Co., Inc.' 1/8" TEMP. GLASS SILICONE GE-4200 DOW 995 DOW 899 AT 1/4 POINTS ALL SIZES SQUARE BEAD OPTIONAL ALL GLASS TYPES AIR SPACE CONSISTING OF; SPACER. METAL SPACER AROUND THE PERIMETER OF THE GLASS. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 TNRV 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHURERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTAU.AT10N DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' 'WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT, (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 24" 24' 28" 30' 36' 42' 48" 54' 69" 66' 72' 78" 84' 110.0 195.0 110.0 195.0 24" 110.0 121.4 110.0 195.0 26" 110.0 195.0 110.0 195.0 28" 104.1 104.1 110.0 120.0 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 110.0 195.0 30" 97.1 97.1 110.0 120.0 19-1/8° 50-5/8" 110.0 144.5 110.0 195.0 110.0 194.3 110.0 195.0 48" 35' 80.9 80.9 110.0 120.0 63" 104.2 104.2 110.0 195.0 110,0 161,9 110.0 195.0 42" 69.4 69.4 110.0 120.0 74-1/4" 63.0 63.0 110.0 120.0 110.0 138.8 110.0 195.0 48" 60,7 60.7 110.0 118.4 26" 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 24' 107.9 107.9 110.0 195.0 38-3/8" 110.0 137.5 110.0 195.0 107.9 107,9 110.0 195.0 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 95.4 110.0 120.0 54' 30' 86.3 86.3 110.0 120.0 63" 77.9 77.9 110.0 120.0 73.4 73.4 110.0 120.0 36" 71.9 71.9 110.0 120.0 74-1/4" 46.6 46.6 90.9 90.9 56.1 56.1 109.3 109.3 42' 61.7 61.7 110.0 120.0 26" 110.0 145.4 110.0 195.0 43.8 43.8 85.4 85.4 24" 95.4 95.4 110.0 120.0 38-3/8" 98.5 98.5 110.0 120.0 34.9 34.9 68.0 68.0 28' 83.3 83.3 110.0 120.0 37, 50-5/8' 74.7 74.7 110,0 120.0 30" 24' 28' 30' 36' 42' 48" 54' 60' 66" 72' 78' 110.0 194.3 110.0 195.0 60, 30' 77.7 77.7 110.0 120.0 63" 60.0 60.0 110.0 117.0 110.0 166.5 110.0 195.0 36' 84.8 64.8 110.0 120.0 26" 110.0 128.1 110.0 195.0 110.0 155.4 110,0 195.0 24" 73.4 73.4 110.0 120.0 42" 38-3/8" 86.8 86.8 110.0 120.0 110.0 129.5 110.0 195.0 66" 28" 64.2 64.2 110.0 120.0 50-5/8" 65.8 65.5 110.0 120.0 110.0 111.0 110.0 195.0 30' 60.6 60.6 110.0 118.2 26" 101.3 101.3 110.0 120.0 97.1 97.1 110.0 120.0 24" 56.1 56.1 109.3 109.3 53-1/8' 38-3/8' 68.6 88.6 110.0 120.0 86.3 86.3 110.0 120.0 72" 28" 48.9 48.9 95.3 95.3 77.7 77.7 110.0 120.0 30" 46.0 45.0 89.8 89.8 60.6 60.6 110.0 118.2 46.0 46.0 89.8 89.8 24" 43.8 43.8 85.4 85.4 78„ • • • • • 8" 38.1 38.1 74.3 74.3 - - - - • 36" 24' 28' 30" 36' 42' 48" 54' 60' 110.0 161.9 110.0 195.00 • • 8411 • 0241II :CC 4.9j • 3 9 68.0 68.0 110.0 138.8 110.0 195.0 •• • �' . • •••• •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTE: • • • • • ••• •`• LOALORD+AREA aoLIMITS20.0 PSF = 16.34 SQ. Ff. +110.0, -195.0 PSF = 10.00 SQ. FT. • • • • • V • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 110.0 129.5 110.0 195.9s• 107.9 107.9 110.0 195.0 92.5 92.5 110.0 120.0 80.9 80.9 110.0 120.0 •-y- 670.0 1 � 71.9 71.9 110.0 64.8 84.8 110.0 42" 24' 28' 30' 36" 42" 48" 54' 110.0 138.8 110.0 tsfst 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 92.5 92.5 110.0 1204.11 79.3 79.3 110.0 120.0. • 69.4 69.4 110.0 120.0e 1200 • 613 61.7 110.0 NOTE: GLASS CAPACITIES ON THIS BASED ON ASTM E1300-09 AND FLORIDA BUILDING COM DECLARATORY STATEMENT DC Engr: JAVAO AH1AA0 CML FLA. PE / 70592 C.A.N. 3538 PROT 59 co Build Accei Es:It By-L Mina SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALt FOUR SIDES) • " FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS %SEE ELEV. FOR SPACING / SEE SHEET 8 FOR DESCRIPTION 2-1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' :NATFdAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2-1/2" MIN. INSTALLATION TYPE '2' �I M99 2 1/8' MIN. WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USIjyG WOOQ SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" 2 7/8' BOCK INSTALLATION 8Y OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRES%URe 'MEAT • TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ • • . • SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION 8Y OTHERS INSTALLATION TYPE '4' • • • • •• • • TYPICAL INSTAL! ATION DFTAII •• • • • ALUM iltAtINEE • 3/4" X 1" X 3/4• X 1/8" 2-1/26 !ONG • AT ANCHOR LOCATIONS • • • • • • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • • •• • .• • • • • • • • • • • • • • • • F" 2 MI N. " . WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED • • • ON ALL FOUR SIDES/USING WOOD • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • 'AC1• A►itHOjt 1,01AT1ON •. WfU-j „SHfrAR %LIP ATTACH _METAL S1 TYPI( SEE SEE I Pr ATTACHt APPROVED Engr: JAVAD AHMAD CNIL FLA. PE 70592 CAM, 538 015 PROI as cot Duiid. Acce• Emir. By Miu1n INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ltLL 'FOUR SIDES) ^ FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2-1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MAIFBIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTKIN INSTALLATION TYPE '2' 2 1/8" MIN. WOOD BUCK TYPE '2' Ril.E.310L• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION o ; BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" 2 7/8' •• •S• • • • • • • • WOOD BUCKS JWPE• :'�' MATERIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS • • 2 1/8" MIN. IN6TAL1ATION TYPE '4' WOOD BUCK TYPE '4' • • • • •• • • • • • • • • • • • • • • • • •• • • ••• • • ••• MATERIAI: PRESSURE TREATED • • TYPICAL INSTALLATION DETAIL • • • • • ON ALL FOUR SIDES/USING WOOD • • •• • • • • • • •• • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ATTACH METAL S" ATTACHt APPROVED Engr. JAVAD AHMAO CML FIA. PE # 70592 C.A.N. 3 JAN PROL BS COI Build Acce{ thcpk By J Mintt PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS r r " ANCHORS TYPE 'A' & 'C' ANCHORS TYPE '6' ANCHORS TYPE 'A' & 'C ANCHORS TYPE 'B' 1115.11011 DIMS. W/0 SHEAR CUP WITH SHEAR CUP WITH 0R W/0 SHEAR CUP WINDOW DIMS. "6/0 SHEAR CLIP, WITH SHEAR CUP 'WITH OR 11/0 SHEAR CLIP WIDTH HEIOHT AT 17" 0.C. AT 10" 0.C. AT 17' 0.C. AT 10" O.C, AT 17" O.C. AT 10' 0.C. WIDTH HEIGHT AT 17" O.C. AT 10" 0.C. AT 17" 0.C. AT t0" 0.C. A7 17" O.C. AT 10" 0.C. 24' 195.0 195.0 129.0 193.5 195.0 195.0 24' 186.2 195.0 99.2 158.8 195.0 195.0 28' 195.0 195.0 110.6 165.9 195.0 195.0 78' 28° 159.6 195.0 85.1 136.1 199.0 195.0 30' 195.0 195.0 154.8 154.8 195.0 195.0 30' 148.9 195.0 79.4 127.0 195.0 195.0 35" 195.0 195.0 129.0 172.0 195.0 195.0 24' 195.0 195.0 110.6 165.9 195.0 195.0 42' 195.0 195.0 110.6 147.4 195.0 195.0 84, 28' 177.8 195.0 94.8 142.2 195.0 195.0 24' 45" 195.0 195.0 129.0 161.3 195.0 195.0 PERFORMANCE VALUES OF INSTALLAT ON ANCHORS 54" 195.0 195.0 114.7 172.0 195.0 195.0 REFER TO SHEET 5 FOR DETAILS 60' 193.6 195.0 103.2 154.8 195.0 195.0 ANCHORS TYPE 'A' & 'C' ANCHORS TYPE '8' 08" 195.0 195.0 117.3 164.2 195.0 195.0 WINDOW DIMS. W/0 SHEAR CUP WITH SHEAR CUP WITS OR 11/0 SHEAR CUP 72' 196.0 195.0 107.5 150.5 195.0 195.0 WIDTH 11E401R AT 17" 0.C. AT 10" 0.C. AT 17' D.C. AT 10" 0.C. AT 17" 0.C. AT 10" D.C. 78" 188.2 195.0 99.2 158.8 195.0 195.0 26' t95.0 195.0 149.4 195.0 195.0 195.0 84' 195.0 195.0 110.6 165.9 195.0 195.0 38-3/8' 195.0 185.0 151.9 195.0 195.0 195.0 24' 195.0 195.0 154.8 154.8 195.0 195.0 19-1/8' 50-5/8' 195.0 195.0 153.5 191.9 195.0 195.0 28' 195.0 195.0 132.7 132.7 195.0 195.0 63' 195.D 195.0 123.3 195.0 195.0 195.0 30" 195.0 195.0 123.8 123.8 195.0 195.0 74-1/4' 195.0 195.0 130.8 195.0 195.0 195.0 36" 193.6 195.0 103.2 137.8 195.0 195.0 26" 195.0 195.0 107.8 181.8 195.0 195.0 42' 165.9 195.0 88.5 117.9 195.0 195.0 38-3/8' 195.0 195.0 109.6 146.1 195.0 195,0 30' 48" 193.6 195.0 103.2 129.0 195.0 195,0 26-1/2' 50-5/8' 195.0 195.0 110.8 138.5 195.0 195.0 54' 172.1 195.0 91.7 137.8 195.0 195,0 63' 167.0 195.0 89.0 155b 195.0 195.0 60" 154.9 195.0 82.6 123.8 195.0 195.0 74-1/4' 177.1 195.0 94.4 151.1 195.0 195.0 66' 176.0 195.0 93.8 131.3 195.0 195.0 _ 28 195.0 195.0 115.9 154.5 195.0 195.0 I I 72' 161.3 195.0 86.0 120.4 195.0 195.0 38-3/8' 147.3 195.0 78.5 104.7 195.0 195.0 78' 148.9 195.0 79.4 127.0 195.0 195.0 37' 50-5/8' 148.8 186.0 79.3 99.2 195.0 195.0 24' 193.0 195.0 129.0 172.0 195.0 195.0 63' 119.6 195.0 83.8 111.6 181.4 195.0 28' 195.0 195.0 110.8 147.4 195.0 195.0 26" 191.5 195.0 102.1 136.1 195.0 195.0 ANCHORS W/o SHEAR CLIP Ali CHQF 30" 193.8 195.0 103.2 137.8 195.0 195.0 42' 38-3/8" 129.7 173.0 69.2 92.2 195.0 195.0 36' 38' 161.3 195.0 86.0 114.7 195.0 195.0 50-5/8' 131.1 163.9 69.9 87.4 195.0 195.0 - 42' 138.3 184.4 73.7 98.3 195.0 185.0 53-1/8' 26' 199.0 195.0 107.E 161.4 195.0 195.0 48' 161.3 195.0 86.0 107.5 195.0 195.0 38-3/8" 136.7 195.0 72.9 109.3 195.0 195.0 54' 143.4 195.0 76.4 114,7 195.0 195.0 TYPICAL ANCHORS., SEE ELEV. FOR SPACING 60' 129.1 193.6 68.8 103.2 195.0 195.0 24" 195.0 195.0 110.6 147.4 195.0 195.0 TYPE 'A'- 1,/4" DIA. KWIK-CON II BY 'HILTI' (Fum163 KSI, fye157 ICSQ 28" 177.8 195.0 94.8 126.4 195.0 195.0 1/4" DIA. ULTRACON BY 'ELCO' (Fu..177 KSI, Fy=155 KSI) 30" 165,9 195.0 88.5 117.9 195.0 195.0 INTO 2BY 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 TYPE 'Be- 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 K51, Fy=157 KSI) 42' 36' 138.3 184.4 73.7 98.3 195.0 195.0 42' 118.5 158.0 83.2 84.2 179.8 195.0 48' 138.3 172.9 73.7 92.1 195.0 195.0 54' 122.9 184.4 65.5 98.3 186.4 195.0 24' 195.0 195.0 129.0 161.3 195.0 195.0 28' 195.0 195.0 110.6 138.2 195.0 195.0 48" 30" 193.6 195.0 1032 129.0 195.0 195.0 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy155 K5I) 36' 161.3 195.0 86.0 107.5 195.0 195.0 • • • • • DIRECTLY. INTO CONCRETE • • 1:3f4" MIN. EMBED INTO CONCRETE 15 • • • • • • • ' •• �1G OR SELF DRILLING SCREWS (GRADE 2 CRS) •O'- • if1f 4 S• 42' 138.3 172.9 73.7 92.1 195.0 •185.0• • 48' 121.0 151.3 64.5 80.8 183.5 • 195.0 24' 195.0 195.0 114.7 172.0 195.0 •195.0 • 28' 184.4 195.0 98.3 147.4 195.0 . •195 4 • •-NP/ I • NTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES • • ST€€EL • 12 GA. MIN. (Fy = 36 KSI MIN.) • • • • AI04IN143 1/8" THK. MIN. (6063-T5 MIN.) 54" 30" 172.1 195.0 91.7 137.6 195.0 195.0 36' 143.4 195.0 76.4 114.7 195.0 185.0 42' 122.9 184.4 ass 98.3 186.4 • Lgi-s -.- 24' 193.8 195.0 103.2 154.8 195.19 1 19•.o 28' 165.9 195.0 88.5 132.7 • 195.0 • 1 14.0 • • • •(STEEL fN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • •• • • • • • • • • • • • • • • TifDICAL GIfR_ E DISTANCE Engr: JAVAD AHLIA0 CML FL0 PF. 70592 C.A.N. 38 PROT 13 COT p911di 60" 30' 154.9 195.0 82.6 123.8 195.�1 • : 199.0 • 36' 128.1 193.6 68.8 103.2 195.0 195.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. • • • • • • WTO M AL STRUCTURE = 3 4" MIN. fT / • •. • • • • • e• � • ,• •• • 00D AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • • • • . ;41t,11E AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. • • • • • 1-90 HOLLOW/FILLED BLOCK AT JAMBS I'm s 2000 PSI MIN. , l 15 ACCCI egg!! By Miem i 24' 195.0 195.0 117.3 164.2 195.0 195.0 66' 28' 188.6 195.0 100.5 14.7 195.0 195.0 3p" 176.0 195.0 93.8 131.3 195.0 �• • "i95=1 24' 195.0 195.0 107.5 150.5 185.0 • 165` 72' 28' 172.9 195.0 92.1 129.0 195.0 • • 19544 30' 181.3 195.0 86.0 120.4 195.0 • • •19510 • • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. 1/4" ANCHORS INTO MASONRY 1/4" ANCHORS INTO WOOD WIDTH -HEIGHT-- EXT.(+)/INT.(-) EXT.(+)/INI.(-) 24' 24" 28' 30" 36' 42" 48" 54" 60" 66" 72" 78" 84" 195.0 195.0 195,0 195.0 195.0 195.0 195.0 195.0 195.0 169.1 195.0 148.0 195.0 131.6 177.6 118.4 161.5 107.8 148.0 98.7 136.6 91.1 126.9 84.6 28" 24" 28" 30" 36" 42" 48' 54' 60" 66" 72" 78" 84" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 168.1 195.0 145.0 190.3 126.9 169.1 112.8 152.2 101.5 138.4 92.3 126.9 84.8 117.1 78.1 108.7 72.5 30' 24" 28" 30" 36' 42" 48' 54" 80' 66" 72" 78" 195.0 195.0 195.0 195.0 195.0 189.4 195.0 157.9 195.0 135.3 195.0 118.4 195.0 105.2 177.6 94.7 161.5 86.1 148.0 78.9 136.6 72.9 36" 24' 28' 30' 36" 42" 48' 54" 60" 195.0 195.0 195.0 169.1 195.0 157.9 195.0 131.6 195,0 112"8 185.0 98.7 164.4 87.7 148.0 78.9 42' 24" 28" 30' 36' 42" 48' 54" 190.3 169.1 163.1 145.0 152.2 135.3 126.9 112.8 108.7 96.7 95.1 84.6 84.6 75.2 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. I/4" ANCHORS INTO MASONRY 1/4" ANCHORS INTO ?MOD WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/1NT.(-) 48' 24" 28" 30" 36" 42" 48" 195.0 148.0 190.3 126.9 177.6 118.4 148.0 98.7 126.9 84.6 111.0 74.0 54" 24" 28" 30" 36" 42" 195.0 131.8 169.1 112.8 157.9 105.2 131.6 87.7 112.8 75.2 60" 24" 28" 30" ' 36" 177.6 118.4 152.2 101.5 142.1 94.7 118.4 78.9 66" 24' 28" 30" 195.0 134.5 173.0 115.3 161.5 107.6 72" 24" 28" 30' 185.0 123.3 158.6 105.7 148.0 98.7 78' 24" 28" 30' 170.8 113.8 146.4 97.6 136.6 91.1 84' 24" 28' 190.3 126.9 163.1 108.7 19-1/8' 26" 38-3/8' 50-5/8" 63" 74-1/4" 195.0 195.0 195.0 195.0 195.0 176.1 195.0 141.5 180.1 120.1 26-1/2" 26" 38-3/8' 50-5/8' 63" 74-1/4" 195.0 195.0 195.0 167.7 190.6 127.1 153.2 102.1 130.0 86.7 37 26" 38-3/8" 50-5/8' 63" 195.0 177.2 135.1 120.1 102.4 91.0 • •82•T• • • • 73.E • 53-1/8' 26" 38-3/8" : 185.2 : ••: 1}•3.4• • 125.414• • • 8•.6 • • •• ••• •• ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACRIES USE LOWER APPLICABLE VALUES. NOTE: ALUM BUCK ANCHORS TO 8E INTO CONCRETE AT HEAD do SILL. MAY BE INTO FILLED CMU AT JAMBS. • •• • • • • •• • • • • • • •• • • • • • • • .065• • • • • • • • • • • • • • • •• • • • • • • •• to. •5 • •• • • • • ••• • • ••• •• ••• • • • • ••• • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 1 /2" MIN. E00E DIST. Al/4" DIA. KWIK-CON/ULTRACON 1-3/8" MIN. CONC. EMBED AT 8" FROM ENDS AND 24" 0.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' INTO 1A450N11' .845 2.500 1.436 pl 4.1., #14 SMS ��� -�� AT 6" FROM ENDS In 3UL1 2T ., 17" 0.C. MAX. AT JAMBS -4 17' O.C. MAX. AT HEAD/SILL N _ slibiri i I 401115 L.14.10.101., SINAit\ 1" MIN, INSTALLATION TYPE '6' 28Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM .125 ALUMINUM BUCK 6063-T6 .845 065 1 .125 .903 L OPTIONAL COVER 6063-76 Engr. JAVAA AHMAD COL FLA. PE j 70592 C.A.N. 3538 15 PROD as cone BOi1di, Accep By J Mimn