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EL-13-2552 (2) Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 44AR 201# )L,�-4f HBC 20 BY' BUILDING 's . Permit No. PERMIT APPL Master Permit No. ►2C- 0--1�, Permit Type: Electrical JOB ADDRESS: To City: Miami Shores County: Miami Dade Zip: 33 1 3�cs Folio/Parcel#: 11.3 0-0S o `3 000 1�-o Is the Building Historically Designated:Yes NO ✓ Flood Zone: OWNER:Name(Fee Simple Titleholder): G RWM I CA,,& ttP- i✓�w- JV Phone#: �)O31- Address: 11}� 0 --- 5 I®-' , — City: �V E 1 Cyv- tn'r�= State: Zip: n \ 13 Tenant/Lessee Name: A- Phone#: Email: -e, 6--) c0,"1 M3rA • Cc,)A-- CONTRACTOR: Company Name: o'� hone#: ' DD Address: /DAmor (�� C l4 Y/ City: �c Va rl-+�.Jt' 1 State: Zip: 33� Qualifier Name: 10& �mtf Phone#:oysD srSb�- $?�g State Certification or Registration#: CC/_ QD 2771 Certificate of Competency#: Contact Phone#: R S -24,86 Email Address: DESIGNER:Archite�tlEngineer ��z-`�u�� J � �4QOU� Phone#: Value of Work for this Permit: $ �� Square/Linear Footage of Work: Type of Work: ❑AddressAlteration ❑New ❑Repair/Replace ❑Demolition Description of Work: i I` - I �►U✓-lam t`��c 1`��t - Submittal Fee$ Permit Fee$ t47d CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must' promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this n The foregoing instrument was acknowledged before me this /7 day of Hart i-- ,20 4 by CCeµr le a-s%-AwPr t day of tinseL ,20 Jf,by;FQA ASCO who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: _ e Sign: Sign:9J Print: EL Z-6 Q!�q CILPrint: X-&5 GOMEZ 20 40 My Commission Expires: MY COMMISSION#EE 838183 My Commission ExJ*�$Ne�,� ELZIRIS GOMEZ * EXPIRES:January 25,2017 * MY COMMISSION#EE 838183 mlgl��F�OP`Oc BondWThNBWBdNY$°"` * EXPIRES:January 25,2017 B=W Thru BW90 NO"SO= nF9e4ekkk4:at*:Y YkkYat�Y�k4:4e4ekkY4: Y4ednY��Y��de4r3eFF9nYF3e9e*&9e4e4e4:9e9:kkkYYY4c*4:oY4:Y4:kkYYkkkk9coY*kY�4e��Y4eF4rY�9rs@3e9ekk9:3:kk9:Ykkk3: APPROVED BY �� 19 A/)-/Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 1 zphOP DRAWINCaS CONSULTING ENGINEER 4 9 APPROVED MIAMI-D1ADE EJ APPROVED AS NOTED 1MlA^ ❑ REJECTED ADE COUNTY PRODUCT C TROL SECTION DEPARTMENT OF PERMITTINq,,ENVIRO , D'REGULAVRfW/0 /6 13 11805 SW 26 Street,Room 208 AFFAIRS(PERA) ,�. ; �L is ULY OR CONFORMANCE WITH OUR Miami,Florida 33175-2474 BOARD AND CODE ADMINIST1Ae ��y�I Tf qJA T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA my miamidade.Eov/Oe_al R.C.Aluminum Industries,Inc. 2805 NW 75" Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and r gu i n : 'iri , e use of construction in materials.The documentation submitted has been revie e c e e i y de County PERA- Product Control Section to be used in Miami Dade Couri r eas w e e allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid.after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"HR100"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:DrawingNa.W04-36;-titled"HR100 Alum:Horiz.Sliding Wdw.(L.M.I.)", sheets I through 9 of 9,dated 05/04/04 with revision F dated 10/21/11,prepared by AI-Farooq Corporation, signed and scaled by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0426.10 and consists of this page 1,Evidence pages E-1,E-2,E-3,and Green Sustainable Attributes page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 11-0922.05 M 1AM uaoe I�IY OV P RE Expiration Date: August 05,2014 Approval Date: October 27,2011 PPROVED Page 1 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-36,Sheets 1 through 9 of 9,titled"HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", dated 05/04/04 with revision F dated 10/21/11,prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmed,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS-202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test por 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 an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI.-6440,dated 02/25/11, signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Kinetic Energy Drop Load Test(400 Ft. Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI.-6078,dated 12/05/09, signed and sealed by Julio E.Gonzalez,P.E. (Submitted under previous NOA #10-0426.10) 3. 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 sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-03-1881,dated 03/19/04, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA #06-1130.02) 4. Test reports on:.1)Air InfiltrationTest;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 aluminum sliding window, window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1362,dated 12/11/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NDA #06-1130.02) Manue Pere , Product Control Exa er NOA No.11-0922.10 Expiration Date: August 03,2014 Approval Date: October 27,2011 E- 1 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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 an aluminum sliding window,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-03-1880,dated 12/12/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA #06-1130.02) 6. Tensile Test prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-04-T119, dated 04/23/04,tested per ASTM-E 8-01el,signed and sealed by Rafael E. Droz-Selo,P:E: (Submitted under previous NOA #06-1130.02) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al-Farooq Corporation, dated 06/21A 1 and 10/20/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami-Dade.Department of Permitting, Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB,Interlayer"dated 12/24/10,expiring on 12/11/11. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010,and no financial interest, dated October 20,2011, signed and sealed by Javad Ahmad,P.E. 2. Proposal#08-1635 issued by BCCO to R.C. Aluminum Industries, Inc., dated 11/24/08, signed by Renzo Narciso, Engineer 1,Product Control Division. G. OTHER 1. Notice of Acceptance No. 10-0426.10,issued to R.C. Aluminum Industries,Inc. for their Series"HR 100"Aluminum Horizontal Sliding Window—L.M.I., approved on 08/04/10 and expiring on 08/05/14. Man el Pe E. Product Control xa finer NOA No. l - 22.10 Expiration Date: August 05,2014 Approval Date: October 27,2011 E-2 1 . R.C. Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Simulation Performance, Solar Heat Gain Coefficient,Visible Transmittance,& Condensation Resistance Calculation Report on: 1) NFRC 100-2004"Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004"Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence".3) NFRC 500-2004"Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x,/WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum's"HR100"Horizontal Slider,along with attached drawings and bill of materials included in Appendix A,marked-up by National Certified Testing Laboratories,Test Report No. NCTL-110-12455.01,pages 1 through 7 of 7,dated 11/16/09,signed by Richard A.McVicker III, Simulator,and Steven H.Coble,NFRC Accredited Simulator,Simulator-In-Responsible-Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004"Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series"HR100"Type XO Horizontal Sliding t Aluminum-Prime Window with,Low E and Argon, along with submittal component drawings,with applicable part numbers,manufacturing and modeling details included in Appendix A,marked-up by National Certified Testing Laboratories,Test Report No. NCTL-110-12456-1,pages 1 through 4 of 4, dated 11/20/09,signed by Christian J. Mitchell,Technician,and Robert H.Zeiders,P.E.,Vice-President Engineering&Quality Person-In-Responsible Charge. 4. Recycled Content Determination Report on: Name: Horizontal Roller Window,HR100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA)dated March 22, 2010, certifying that the extruded aluminum products contained 30%recycled scrap material, signed by Henry Kronfle,Vice-President. Manuel Per E. Product Control FkamjAer NOA No. 11-W2.10 Expiration Date: August 05,2014 Approval Date: October 27,2011 E-3 R.C.Aluminum Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES(GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division. RAIGMINNIUM %Q Recycled %Recycled %Bio-based %g,Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A ID# Test Product Glazing Components: G.8: G.9: VT CR Re ort#: Number U-Factor SHGC Base line 000 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 Product — — — — 1. 001 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 2. NCTL 110- 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 0.65 0.21 0.28 15 Ism 3. 12456.1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/80.65 1 0.20 0.19 15 4. 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/81 0.65 1 0.26 0.26 15 Leeend Abreviation: Description: SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface Typical ARG 90%Ar on PVB .090"Poly Vinyl Bu ral(PVB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass ORR A Component Name C-Value 1. Whole Window 1.53 G. Man Per P.E. Product Control a ner NOA No- 11- 2.10 Expiration Date: August 05,2014 Approval Date: October 27,2011 G- 1 f 78 1/2" MAX. 119 3/8" MAX. �� M WINDOW WIDTH WINDOW WIDTH O 5" MAX. 7" 13" MAX. 5" MAX. 7 13" MAX. 7" Z J FALSE MUNTINS FALSE MUNTINS Q CORNERS A AT HEAD MAY BE USED CORNERS Ar I AT HEAD I I MAY BE USED I- W 2 a Qa f� o OW ------ 'Jkz M \ 3 Y n II Ill u s / - m Ill O '3(Za _ a N O 9 00 N � $ A � g � o i' % 'i II Q W n LO Z -__��___� __= -' m Z 6 ;O Z }aays 92---v0M 'OU 6UIMDJ a>itu�pepo�d !W ,ca �tiQZ 0 owu uoi)eic X3 off wumdaood g c 4 Z 1( oPoo BUlpllag ong, •N'4'•0 gpllolA oq1 qplm�u;Aldwoo su- -46SOG f 3d,'Vld ®' G3SIAS?I.ILanl010lid ' IW0 o OHWHV (jvAVr :j6u3 'n m O N o � O rnCL to CL mit J O F75� 7 z sMOQNIM HWVZIA xsn.rId 2 D 0D ;0 C7 CA go . o cin Z N � s HAIM 1N3A HAIM 1N3A H1aIM 1N3A ! w Z = j,/L IT „b/I IT „8/L 6£ °i N C N = $ Iv 'Od0 'TO 'Jd0 70 'Od0 70 'Jd0 •TO 'Od0 70 Z .,8/19z "Q/L £5 „8/L 9z „t+/£ '4£ n5£ ^ C _ v I r w $ N Z \ zu` \ � �__= Z� to W m N v D ° T�V oo o \ m \ a: is ` '� 0O ' � OD Q � 22 npZoo =� r == w• 1 11 8 m c Q I1 ii / l3 L3 '1 / i4 Q l� yp Q m � II II II ti I� w m o N m a3sn 3e ,�vw I s2i3Nao� o3sn 39 �,vw lb sb3Naoo 1 0 S03snrl AVR lllS/0V3H ills/OV3H SNI1NnW 3SlVd „L lllSAWN r v „L XVIN „Z/L L l 05 ills/OV3H XVW „5 0 0D Z XVW I LL 1 H101M MOONIM Hi01M MOONIM -XVA „8/£ 6 L L 'XVV4 „X/1 SL 0 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �U 1 RS100-001A t FRAME HEAD 6063-T6 - 2 RS100-002 1 FRAME SILL 6063-T6 - O 3 RS100-0076 1 FRAME JAMB VENT 6083-T6 - Z 9 4 RSIGO-008 1 FRAME JAMB FIXED 6063-T6 - Q 4 5 RS100-004 l/ VENT FIXED RAIL 6063-T6 - F+ w a I 6 RS100-003 1/ VENT VENT MEETING RAIL 8063-T6 Q a R 0 7 RS100-009 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - O W � V 8 RS100-006 1/ VENT JAMB STILE 6063-T6 d 9 500Y-007 AS REQD. GLAZING BEAD 6063-T6 G u. 10 RS100-005 1 SLIDE ANCHOR CUP 6063-T6 1" LONG 0 U 11 - 1 ANCHOR CHANNEL 6063-T6 - D M 12 - - - - OGm. aa0 13 W3123INK 4 WEATHER STRIPPING PILE (VENT) - - O A 14 W3123INK 1 WEATHER STRIPPING PILE (MEETING RAIL) - - 1% O 1/8" OR 5/32" HEAT STREN'D GLASS 15 0-LON 1 0-375 X 190 WHITE - - Q 3 2 G 1/8" HEAT STREN'D GLASS 1/4" AIR SPACE 16 V-033 1 WEATHER STRIPPING GASKET NEOPRENE - u" Z N M 1/8" HEAT STREN'D GLASS 17 P-049 AS REQD. GLAZING INSERT PVC - Q w .090"BUTA N INTERLAYER .090" INTERLAYER t6 V-055 1 VINYL LAM. INSUL. GLASS PVC d BUTACITE PVB BY 'DUPONT' - BUTACITE PVB BY 'DUPONT' 19 P-035B 2 VENT HANDICAP FINGER LOCK RIGID VINYL 6" FROM EACH END .. 1/8" HEAT STREN'D GLASS20 1/8" HEAT STREN'D GLASS - - Z 21 RS100-MI 2/ VENT KNURLE AXLE PIN ST./ST. - .� SILICONE SILICONE 22 P-016 2/ VENT WHEEL RETAINER HOUSING NYLON v V) 2 DOW CORNING 795 Lv � Q4 Z � DOW CORNING 795 23 RD 1908 2/VENT WHEEL NYLON - p 2 24 io 25 #10 X 1" AS REQD. FRAME ASSY. SCREWS ST. STEEL PH SMS Z (n ! j! I� 1� 26 #10 X 3/4" AS REQD. VENT ASSY. SCREWS ST. STEEL HH SMS � Z Lj 0 27 #10 X 1-1/2" 2 SLIDE CUP FASTENERS ST./ST. PH. P.H. (Jt — ¢ 28 #12 X 3/4" 1 SLIDE CUP FASTENER ST./ST. FN S.M.S. N � N �n _ 29 RS100-029 A5 REQD. FLUSH ADAPTER HEAD 8083-T8 p �n r p O 30 RS100-019 AS REQD. FLUSH ADAPTER SILL 6063-T6 Z M N Or 31 RS100-028 AS REQD. FLUSH ADAPTER JAMB 6083-T8 - j J in 17 18 32 500Y-010 AS REQD. SNAP COVER 8063-T6 i GLASS TYPE 'A' GLASS TYPE 'Al' o �j 10 ¢_ SEALANT: 1/8" OR 5/32" HEAT STREN'D GLASS 5/32" TEMP. GLASS ALL FRAME AND VENT CORNERS AND INSTALLATIONSCREWS SEALED WITH SILICONE. 1/8" HEAT STREN'D GLASS 1/4" AIR SPACE 1/4" AIR SPACE z 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS � - � m C .090" INTERLAYER F T- .090" INTERLAYER .090" INTERLAYER o SENTRYGLAS BY DUPONT' SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' U 1/8" HEAT STREN'D GLASS1/8" HEAT STREWD GLASS 1/8" HEAT STREWD GLASS z z SILICONE SILICONE SILICONE z DOW CORNING 795 zDOW CORNING 795 DOW CORNING 795 NOTE: Q-0--O IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING o EXTERIOR PLY OF GLASS TYPES 'A1' & 'B1' MUST BE TEMPERED. N � rn f rn D •I I •I I I 0 h I jj 0 jj jj j• O e R II U II •- _ En9r. JAVAD AH AD Q a O O CML PRODUCT REVISED FLA. PE $ 70592 as compiying with the Flarida C.A.N. 3538 Building Code 17 w w t`. Acceptance 4oc 18 18 Expiration D : u GLASS TYPE 'B' GLASS TYPE '131' GLASS TYPE 'C' Q�� Miami ade drawing no. GLAZING OPTIONS W04---36 sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) 4 r•) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES WINDOW DIMS. A, Al, B, Bl & C WINDOW DIMS. B, B1 & C WINDOW DIMS. A, Al, B, B1 & C WINDOW DIMS. B, Bl & C WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) O �. 26-1/2" 80.0 80.0 55-1/2" 80.0 80.0 74" 80.0 80.0 74" " 80.0 80.0 H w 37" 26" 80.0 80.0 9-11/16" 26' 80.0 80.0 106-1/4" 26 80.0 80.0 106-1/4" 29 80.0 80.0 Q a a m 80.0 80.0 55-1/2- 80.0 80.0 74" 80.0 80.0 74" 80.0 80.0 I% O M U 38-3/8" 38-3/8" 38-3/B" C w 26-1/2" 80.0 80.0 9-11/16 80.0 80.0 106-1/4" 80.0 80.0 108-1/4" 80.0 80.0 d 37" 38-3/8" 80.0 80.0 55-1/2" 80.0 80.0 74" n 80.0 80.0 74" 80.0 80.0 1, D U. 50-5/8" 50-5/8 50-5/8" a, 53-1/8" 80.0 80.0 9-11/16 80.0 80.0 108-1/4" 80.0 80.0 106-1/4" 80.0 80.0 C ti 26-1/2" 80.0 80.0 55-1/2" " 80.0 80.0 74" 80.0 80.0 74" 80.0 80.0 0 G 37" 50-5/8" 80.0 80.0 9-11/16" 63 80.0 80.0 106-1/4" 63" 80.0 80.0 106-1/4" 63 80.0 80.0 of 2 pp0 O IL 4 H 53-1/8" 80.0 80.0 63" 80.0 80.0 84" 80.0 80.0 84" 80.0 80.0 O h a 26-1/2" 80.0 80.0 67-1/2" 80.0 80.0 90" 80.0 80.0 90" 80.0 80.0 O J 37" 63" 80.0 80.0 72" 80.0 80.0 96" 80.0 80.0 96" 80.0 80.0Q to 3 LL F 53-1/8" 80.0 80.0 76-1/2" 36" 80.0 80.0 102" 36" 80.0 80.0 102" 36n 80.0 80.0 LL 3 N 2 M 24" 80.0 80.0 81" 80.0 80.0 108" 80.0 80.0 108" 80.0 80.0 a W 36" 80.0 80.0 85-1/2" 80.0 80.0 114" 80.0 80.0 114" 80.0 80.0 48" 24" 80.0 80.0 90" 80.0 80.0 120" 80.0 80.0 120" 1 80.0 80.0 N U 80" 80.0 1 80.0 63" 80.0 80.0 84" 80.0 80.0 84" 80.0 80.0 Z 72" 80.0 80.0 67-1/2- 80.0 80.0 90" 80.0 80.0 90" 80.0 80.0 J N 78-1/2- 80.0 80.0 72" 80.0 80.0 96" 80.0 80.0 96" 80.0 80.0 W ue'i 24" 80.0 80.0 76-1/,2 48" 80.0 80.0 102" 80.0 80.0 102" 80.0 80.0 0 o 36" 80.0 80.0 81" 80.0 80.0 108" 80.0 80.0 108" 80.0 80.0 N '� 48" 360 80.0 80.0 85-1/2- 80.0 80.0 114" 80.0 80.0 114" 80.0 80.0 0 60" 80.0 80.0 90" 80.0 80.0 120" 80.0 80.0 120" 80.0 90.0 Z Q �` 72" 80.0 80.0 63" 80.0 80.0 84" 80.0 80.0 84" 80.0 80.0 78-1/2" 00.0 80.0 67-1/2" 80.0 80.0 go" 80.0 80.0 go" 80.0 80.0 � F- N 24" 80.0 80.0 72" 80.0 80.0 96" 80.0 80.0 96" 80.0 80.0 a Z to M 11- 36" 80.0 80.0 76-1/2" 60" 80.0 80.0 102" 60" 80.0 80.0 102" 60n 80.0 80.0 M rn 48" 4$" 80.0 80.0 81" 80.0 80.0 108" 80.0 80.0 108" 80.0 80.0 60" 80.0 80.0 85-1/2- 80.0 80.0 114" 80.0 80.0 114" 80.0 80.0Lo 72" 80.0 80.0 90" 1 80.0 80.0 120" 1 80.0 80.0 120" 1 80.0 80.0 O U o 78-1/2" 80.0 80.0 63" 80.0 80.0 84" 80.0 80.0 84" 80.0 80.0 1:12 00 g 24" 80.0 80.0 67-1/2" 80.0 80.0 90" 80.0 80.0 9Q" 80.0 80.0 36" 80.0 80.0 72" 80.0 80.0 96" 80.0 80.0 96" 80.0 80.0 65-1/2" 65-1/2" 65-1/2" 48" 60" 8p.0 80.0 76-1/2" 80.0 80.0 102" 80.0 80.0 102" 80.0 80.0 �� 6o" 80.0 80.0 81" 80.0 80.0 108" 80.0 80.0 108" 80.0 80.0 72" 80.0 80.0 85-1/2" 80.0 80.0 114" 80.0 80.0 114" 80.0 80.0 0 8 0 10 78-1/2" 80.0 80.0 9o" 80.0 80.0 118-1/4" 80.0 80.0 119-1/4" 80.0 80.0 0 24" 80.0 80.0 a �' 36" 80.0 80.0 vCL 48" "65-1/2 80.0 80.0 (1/ w) (2/ (1/4W) (1/4W) m a 0 z 60" 80.0 80.0 72" 80.0 80.0 78-1/2- 80.0 80.0 % % rn o r c o� 0- Noor OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XO OR OX' 'XOX' 'XOX' Engr: JAVAD AHMAD e CME. PRODUCT REVISED FLA. PE #70592 es complying with the Florida C.A.N. 538, Buildie Code n NOTE: , : � � _ Acceptance No 1- 2T.p OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE fix irationDale t BASED ON ASTM E1300-04 (3 SEC. GUSTS) XO OR OX AND FLORIDA BUILDING COMMISSION 8y drawing no. DECLARATORY STATEMENT DCA05-DEC-219O Mi i adeProd&ct ao W04-36 FLANGE & FLUSH FRAME WINDOWS �(; sheet 4 of 9 TYPICAL ANCHORS 1BY SEE ELEV. SHEET 1 W WOOD BUCK FOR SPACING G • j4 d 4 d•1 <3�. :' d°. d d d' II16 ,Q 4•• °13 _. d \� g O d ��d�• Trn A l NmapO�03U�� 29 �z' Q�Z A' p c'WgO O8ntV �U it 0 IL t Int 0.M TYPICAL ANCHORS m SEE ELEV. SHEET 1 0 ILDOD agzJz.ItI Q Q rl '+ ii ii ij 7 FOR SPACING 0 y TYPICAL ANCHORS O r SEE ELEV. SHEET 2 tY 0 !i II Ij Ij METAL a RUCTURE FOR SPACING � o i! I• jl jl ST ' M oo METAL J Z cMv J i' li ij lilo UCTURE 'Q W rl 4 II Ij I II I! jl jl jl ii it it I Z o� N j ii . `a (n In N I 3i W .. I II �I !I II (n C7 Vf I II II II II � O I j! II III Z > MIAMI—DARE COUNTY APPROVED g F N z a J MULLION & MULLION ANCHORS p ' N g W I Ai SEE SEPARATE NOA Z I- M N 1 I I t > > WEEPHOLES: jl jl I� jl O U o g F W1 = 3/16" X 1" WEEP HOLES WITH PLASTIC BAFFLE N (2) AT VENT LOCATION AT 5" FROM VENT ENDS = iii ii ii (1) AT CENTER OF FIXED LITE W2 = 3/16" X 1" WEEP HOLES !i •! �i �i TYPICAL ANCHORS (2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDSI {I !I SEE ELEV, SHEET 1 ' 3i FOR SPACING W3 = (4) 3/16" X 1" WEEP HOLES AT VENTS zo �t 6 aii �i i AT 2" FROM VENT ENDS AND 19" 0.C. MAX. W2 7 N 1 9 1 9 1 PRODUCT REVISED z z 13 as comply,ft with the Flmida 2 Buildinf Code Acceptance No 7.b5 Ex iration Date 14 y a� p C ^i ec W3 21 By 8' 00 `8 W1 22 Miam a Product trot 32 23 \ •t W � � � yr �. N En9r: JAVAD AHMAD n _o b M FLA. PE t 70592 '� Q ' . ° d a C.A.N. 538 drawing no. 4 d d j TYPICAL ANCHORS TYPICAL ANCHORS a $ '' v. o TYPICAL• ANCHORS ' e SEE ELEV. SHEET 1 v• SEE ELEV. SHEET 1 v 1BY SEE EtEV. SHEET 2 W04-36^ FOR SPACING WOOD BUCK FOR SPACING FOR SPACING T 2 4 2�1� sheet 5 of 9 v WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM �� M MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �I AND TRANSFER THEM TO THE BUILDING STRUCTURE. o Z 3 TYPICAL ANCHORS: SEs= ELEV. FOR SPACING 4 Tz NW 1/4" DIA, KWIK-CON 11 BY 'HILTI' (Fu-163 KSI, Fy=157 KSI) Q o .1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) O O M INTO 2BY WOOD BUCKS OR WOOD STRUCTURES IL 1-3/8" MIN. PENETRATION INTO WOOD 0: ° W 0 THRU 1BY BUCKS INTO CONC. OR MASONRY V p 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0' g OQaa 1 DIRECTLY INTO CONC. OR MASONRY0 h 0 1-1/2" MIN. EMBED INTO CONC. OR MASONRY 0 W 3 j a TYPICAL ANCHORS #14 SELF DRILLING SCREWS .(GRADE 5 CRS) LL z N..� , TYPICAL ANCHORS SEE ELEV. SHEET 1 SEE ELEV. SHEET 1 FOR SPACING INTO MIAMI-DADE COUNTY APPR'D MULLIONS (.090" THK. MIN.) Q z e $ k FOR SPACING 1/4" MAX INTO METAL STRUCTURES 1/4" MAX. VENT WIDTH SHIMS STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) �j SHIM ALUMINUM : 1/8 THK. MIN. (6063-T5 MIN.) ;i Z N OO D.L. OPG. 19 O 3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d N 4 6 15 TYPICAL EDGE DIS ANCE 28 INTO CONCRETE AND MASONRY = 1-3/4" MIN. d.d INTO WOOD STRUCTURE = 1" MIN. z _ -----------= o. INTO METAL STRUCTURE = 3/4" MIN. Q Z > _ a 9 9 ° CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. N g N u, METAL p C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. o Z G STRUCTURE x Z M j 13 16 j Ln ----- LO SCREEN OPTIONAL----- Vol A1BY O U0v D.L. OPG. 27 10 27 W000 BUCKS = 04 5V. EXTERIOR Q WINDOW WIDTH OX LAYOUT V) V) � LA9LA0IQ o � � � is 1/4" MAX. 3/t3" MAX. o SHIM C 1 SHIMS � E 1 TYPICAL ANCHORS to o b o 31 31 SEE ELEV. SHEET 2 z o z $ FOR SPACING �. � � •� � Cl U O W la . L TYPICAL ANCHORS METAL SEE ELEV. SHEET 2 0 :- STRUCTURE FOR SPACING b Engr: JAVAD AiI 1D `CML PRODUCT REVISED F CiA�E $2 ' as complying with the Florida Building Code Acceptance No '0 &xpiration Date . a v -y drawing no. 0 1Niami adel�roduct +� W04--36 sheet 6 of 9 g 10 L }aays 92---vom ou 6uiMoap Ion tonPl�M. I ��©Z CL alep urnlesldxg. CL ° 0• 0{y aour3lda�a� ) a 5 m $ill Iri } aPOD PI. a. 8£5 N'V'O '2 w gI�W►Id tl m$uulldnioa su 7650!.l 3d ,hi . o QHSIAffV iznaowd -ItlUO 6 II :U1W��V OVAVP 4�� n m 0 0 w O N P CPi V W t0 (A m 0 0 $ WOWS llOd 'A313 33S SHOHONV IVOldkL o g o C� o HIM MOONIM H101M MOONIM ' aar. id XMmomou, F- D � 70 l . cin n o - - - - - Ln r C N (Wig J 1, Ln Z N C X L£ N JNIOVdS 2101 VON 31VNVd3S 33S ATI-4 33S NOmnn 03A021ddV 3 Z SHOHONV 1V31dkL ru.Nn03 30V0-IWVIW \—ZNi33HS OWSaA313 33S C S80HONV 1VOId1.1 w WIHS „8/£ N � o LfloAvq xox H101M MOONIM 3 2a 'OdO 70 S 3 0 - r SN3f18 000M • LZ 0 L LZ 0NM '�}` a D N, '� ----_--__ ___ ---- NOUdO N338OS--- H D •20 0 °' + + - -_ - - - - 3af1mnmiS 000 °o W m p ,OQ ° 1 g 9 L No 8 000M Z w 6 r Q:Q o0 � I N m ONIOVdS 2101 L 133HS 'A313 33S 9 5l r 0 J Sd0H3NV IVOIdAI 'Jd0 '1'0 'I'0 6L O £ �N133HS 'A313 33S SS0H3NV 1V3idAl I SWIHS H101M 1N3A H101M 1N3AXVW XVW „4/l WIHS „4/l 2.875 2.813 2.792 • • rn 085 .686 1.11662T •750 o ilI .490 .062 62 z j 0 U 062 � b -j NP. .222 O 2.875 .062 1.594 �:, w NP. 1.841 Q N g �� O GLAZING BEAD 29 FLUSH ADAPTER HEAD o L) L .750 I.� d 1.093 2.687 O LL 2.750 2.625 .518 .598 912 Q' no: g U1 FRAME HEAD O8 JAMB STILE 445 Q 5. << �+ 078 T 2.750 078 N a 2.500 .135 3.710 Q w 'S LL N 1.435 .375 I<L Z !A U .06p 3a FLUSH ADAPTER SILL J 19 750 Y d 19 VENT LATCH 0 Q w 2.091 p -.500 C 1.153 OD 660 Z 3.750 2.688 N .062 I NP. fes---1.750 1.014 �0 2.792 2.697 0 to .II .062 z D MEETING RAIL � Z Lj 1.660 J II I (A - Q 1.488 1.794 �I 1•� N 04 Ll, 10 SLIDE ANCHOR CLIP .912 o Z UA .- 2.875 .188 - r- M I X.31 FLUSH ADAPTER JAMBS O FRAME SILL 062 '125 1.025 z 1.435 NP. �_ o U O .. n7l 1.557 H8O8L 500 l 050�� 50 = N .100 �-�1.250� .7501.125 .750 Imo- .832 4� --� 3.250 t t ANCHOR CHANNEL32 SNAP COVER s I�-1.153oso � 304 o , 3 O VENT TOP/BOTTOM RAIL O FIXED MTG. RAIL .080 •469 N IL 4) z 3.126 rai z 1.250-1 �•958�^I GLAZING INSERT o 0 17 o °8 PVC p 410 062 L OOOO NP. ;v o .078 3.087 2.875 2.940 2.815 .r Engi: IAVA AHMAa Fl o d"L' ' PRODUCT REVISED FLA. PE t,70592, as compiyiu$with the Flontda CAN. 5S6 Building Code 062 i Acceptance No `1.OJr n �t Expiration Date J4 € .��P �1 1.000 3.626L 1.750 iYr[iarui is Prwim 1>tro drawing no. W04-'36 {�3 FRAME JAMB VENT O FRAME JAMB FIXED sheet 8 of g 25 V � M I 0 26 Z W w u W Sr. N 0 IL a/0 O U /M Ifo LL mo 8 Oaao ,� 00 ° � Z N JaM �d J < IM FRAME IQP CORNER Z N 0) VENT TOP/BOTTOM CORNERS o Z 25 N ? N u' 0 Z � M ~ M rn Z28 � � / o U o _ N 1 z z 10 10 2 FRAME BQTTOM CORNER °c m v o w Engr: JAVAADD7Wh4AD ell a CNIL ' PRODUCT REVISS6 N Ft.A. PE &70592 os complying with the Florida CAN. 5�8 Building Code A3+ Acoepmuoc No 05 6 1-0 itati.n Date t?)¢ a v Miami el'roduct ntro drawing no. FLY,-ED MTG, RAIL CORNER W04-36 sheet 9 of :931 Pc 13 - 23S5 - HOP DRAWINGS FERNANDO GOMEZ-PIMA, P.P. CONSULTING ENGINEER fid'APPROVED MIAMI•D1ADE ❑ APPROVED AS NOTED ❑ EJECTED T7 MIAMI-DADE COUNTY �^ Date: l y D PRODUCT CONTROL SECTION DEPARTMENT OF PERMIT ' hu UR 11805 SW 26 Street,Room 208 AFFAIRS(PERA) S AND CRIT RIA Miami.Florida 33175-2474 BOARD AND CODE ADMINIMW DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ]Le+%miamlede.82vhera R.C.Aluminum Industries,Inc. �"- 2805 NW 7e Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of 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"FX100"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W0444 titled "FX100 Aluminum Fixed Window (L..M.I.)", sheets I through 7 of 7, dated 5/29/04,with revision G dated 6/25/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 10-0426.07 and consists of this page 1 and evidence pages E-1, E-2, E-3, and Green Sustainable Attributes page 0-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 12-0713.09 aM o� Expiration Date: August 19,2014 �p�1,en Approval Date: September 6,2012 • ��,lZ Page 1 I ` ' t RC.Aluminum Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7,dated 5/29/04,with revision G dated 6/25/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI,-6449, dated 2/29/12, signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Kinetic Energy Drop Load Test(400 Ft.Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram of aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. F17.4043,dated 10/22/09, signed and sealed by Julio E.Gonzalez,P.E. (Submitted under NOA#10-0426.07) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 3)Kinetic Energy Drop Load Test(400 Ft.Lb.),per ANSI 297.1 along with marked-up drawings and installation diagram of aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5866, dated 10/09/09, signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA#10-0426.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI-4295,dated 10/08/04, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#05-0815.01) 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 fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FT11-4294,dated 10/08/04, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA# 5-0815.01) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-071&09 Expiration Date: August 19,2014 Approval Date: September 6,2012 E-1 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. 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 fixed window,prepared by Fenestration.Testing Laboratory, Inc., Test Report No. FTL-4290,dated 08/16/04, signed and sealed by Edmundo Largaespada,P.E.(Submitted under NOA#05-0815.01) 7. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind-Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4293,dated 10/08/04, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#05-0815.01) S. 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 fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI-4296,dated 10/08/04, signed and sealed by Edmundo Largaespada,P.E. (Submitted tinder NOA#05-0815.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 06/21/12,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE I. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite*PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 06/21/12,signed and sealed by Javad Ahmad,P.E. 2. Proposal # 08-1635 issued by BCCO to R.C. Aluminum Industries, Inc., dated 11/24/08, signed by Renzo Narciso,Engineer 1,Product Control Division. (Submitted under NOA#10.0426 07) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 12-0713.09 Expiration Date: August 19,2014 E-2 Approval Date: September 6,2012 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 104426.07, issued to R.C. Aluminum Industries, Inc, for their Series "FX100" Aluminum Fixed Window — L.M.I., approved on 08/04/10 and expiring on 08/19/14. 2. Simulation Performance, Solar Heat Gain Coefficient,Visible Transmittance,&Condensation Resistance Calculation Report on: 1) NFRC 100-2004"Procedure for Determining Fenestration Product U-Factors". 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, /WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "FX100"Fixed aluminum window,along with attached drawings and bill of materials included in Appendix A, marked-up by National Certified Testing Laboratories Report R ort No. NCTL-110-12451.01, pages I through 7 of 7, dated 11113/09, signed by Richard A. McVicker R>, Simulator. and Steven H. Coble, NFRC Accredited Simulator, Simulator-In- Responsible-Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series "FX100" fixed lite aluminum prime window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTI.-110-12352-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice-President Engineering&Quality Person-In-Responsible Charge. 4. Recycled Content Determination Report on: Name: Fixed Window,FX100 Raw Material:Aluminum Including letter from Fundiciones Industriales S.A.(FISA)dated March 22,2010,certifying that the extruded aluminum products contained 30%recycled scrap material, signed by Henry Kronfle,Vice-President. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.12-0713.09 Expiration Date: August 19,2014 Approval Date: September 6,2012 E-3 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division. � . �1��#X:;:1� :�X: ivi�v►;4j�LEMA'i'� ':`iaU:::;:::;'�. Recycled cieled "/o Bio-based %Renewable MB erla! Component Name Qntent atat at Disposal ] Manu 1. Window Aluminum 30% 1000/0 N/A N/A 'a a ,r- yt•� F. r�.l �'+li�F•' `�.'a �hj a: `i r. .,,�.:.1�' �C. ID# Test Product Glazing Components: G.8: G.9: ::::•VT CR Re ort#: Number U-Factor SHGC Baseline 000 15/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 0.24 16 Product — 1 001 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 0.24 16 2 NCTL 110- 002 5/32 CLR 240#2-SS-;D ARG CLR 1/8 090 PVB 1/8 0.48 0.24 0.33 16 3 12452-1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 0.48 0.23 0.22 16 4 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 0.48 0.23 1 0.31 16 Lezend Abbreviatlow Description: SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 #2 Surface Typical 'ARG 90%Amon PVB .090"Poly Vinyl But 1 PVB interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY GEM Tint Glass �1�1 A. +� .r: xB • Component Name C-Value 1. Whole Window .95 44Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 12-0713.09 Expiration Date: August 19,2014 Approval Date: September 6,2012 G-1 60 1/4" MAX. V U a 60" MAX. WINDOW WIDTH WINDOW WIDTH 55 3/4" 56 1/2" D.L. OPG. FALSE MUNTINS D.L. OPG. O MI J- AY BE USED SURFACE APPLIED) A Al d o IF00 00 g, LL .0 Q a a< rr I' 'I II II .0 --�I ------Jt----=- ------ 'L-------I' a li LiJ a0 I /. I 0 S m i W. WIDTH W. WIbT i+ Z lwn -- Ii II Ij jl z O-j 2x v, " gXN 4" MAX. 18" MAX. w HEAD/SILL LL HEAD/SILL 2 z ? ^ 21 WINDOW WIDTH WINDOW WIDTH CORNERS HEAD/SILL CORNERS d a Z � x 0— — I TYPICAL ELEVATIONTESTED UNITS cv I "' FXI00 ALUMINUM FIXED WINDOWS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ,CHARTS SHOWN ON SHEET 2. z APPROVAL APPLIES TO SINGLE FIXED WINDOWS, W " ca I I x ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER i; MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADS COUNTY m o �i APPROVED MULLIONS IN BETWEEN. Z I I I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 3 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT WITH GLASS TYPES 'C', 'D & $E' y a N COMPLIES WITH REQUIREMENTS OF ANSI 297.1. 12 ,> THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ` W 4 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH HURRICANE ZONE (HVHZ). SHUTTERS ARE N07' REQUIRED. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER STRUCTURE. ngr. JAVaAHMAOML c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA. pr 70582 PRODUCCRCVIShU EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CJC N. tpaa ag Co g with the�Iarlds ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ' I X12 Ampt�ce Code 12-0713. 9 9 ' �! NOT PART OF THIS APPROVAL. Y1�Aite t � t A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SWMAj ARM OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ��Pre xctCaatrul w04"'44 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM MSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 7 DESIGN LOAD CAPACITY - PSF 1/4" AIR SPACE [ � v 1/8" HEAT STREN'D GLASS 1/B" OR 5/32" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS I GLASS TYPES GLASS TYPE I ' '. 'B,' 'C' & 'D' 'E' • .090" INTERLAYER WINDOW DIMS. A ,090" INTERLAYER WIDTH LENGTH EXT.(+)/INT.(-) EXT.(+)/INT.(-) BUTACITE PV8 BY 'DUPONT' BUTACITE PVB 8Y 'DUPONT' O ti 19-1/8" 80.0 80.0 1/8" HEAT STREN'D GLASS 24" 80.0 80.0 1/0" HEAT STREN'D GLASS ST. STEEL w w METAL SPACER d 0 26-1/2" 80.0 80.0 SILICONE Li m a DOW CORNING 795 tZ Q rJ 30" 72° 80.0 80.0 g N DOW CORNING 795 -g 37" 80.0 80.0 ;0 7 m 7 7 7 � o t9 � � 5A � � � � IL 42" 80.0 80.0 ij if 5 r. I 48" 80.0 80.0 I i I I I• A 53-1/8" 80.0 80.0 �� i ij -I q : C g ! '• i' 4 !i i; 4 p0 W� t�+ $0" - 80.0 46 4A 0 19-1/8" 80.0 80.0 SILICONE � 24" 80.0 80.0 d 26-1/2 80.0 80.0 9 8 4 9 8 9 8 4A 9 8 EL z 30" 7s" 80.0 8010 RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME 11 a l l " sola B0.0 42 80.0 80.0 GLASS TYPE `A' GLASS TYPE H 48" 80.0 solo " PACE Z 80.0 1/8" HEAT STREN'D GLASS 1/4AIR SN 53-1/8 80.0 OR 60" - 8a.0 1/8" HEAT STREN`D GLASS 1/8" HEAT STREN'D GLASS 5/32" TEMP. GLASS _ in 19-1/e" - 80.0 .090" INTERLAYER d 80.0 .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 24" - SENTRYGLAS BY 'DUPONT' " 26-1/2" - 80.0 1/8" HEAT STREN'D GLASS DSPACER 80,0 1/8" HEAT STREN'D GLASS AL EX Z Q w 30" 78„ - W t+ SILICONE MET 37" - 80.0 SILICONE z CO m DOW CORNING 795 42" - 80 0 to DOW CORNING 795 m N N r 80.0 7 7 i� 7 ifl 7 Z Z n M c9 5 � � \ � 5A 53-1/8" - 80.0 t j if 1 L I. $0" - 80.0 I. II 1 I III 0 tai - 80.0 j Ij j ! 4AB 0 - 24" - 80.0 46 N 26_1/2" - 80.0 SILICONE .� - 80.0 30 9 9 8 84 sola 9 8 4 9 e 8 4A 37" - 42" - 80'0 RECT, OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME 48" - 80.0GLASS TYPE `D' 53-1/8" -- 80.0 GLASS TYPE C r. F 60" - 80.0 r, 3/16" HEAT STREN'D GLASS W P W NOTE: � 090" INTERLAYER IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING I BUTACITE PVB BY 'DUPONT' EXTERIOR PLY OF GLASS TYPES 'B' & V MUST BE TEMPERED. 90 2 L 3/16" HEAT STREWD GLASS c NE 10 a Him Sp z mDOW SILICOCORNING 795 NOTE: in HGLASS CAPACITIES ON THIS SHEET ARE W �i tP 7A 5A BASED' ON ASTM E1300-04 (3 SEC. GUSTS). ngr: JAVAD AHMAD n ,[3QTJ:; t: is CIVIL. WIDTH AND LENGTH DIMENSIONS CAN BE j! ►! FLA. PE # 70592 PRODUC f 1>:IsVIS1;D ORIENTED VERTICALLY OR HORIZONTALLY G.A.N. 538ti complying%Vith the�l A& AS SHOWN ABOVE. �futdine Code Acceptance No f2'0'713.0 4o DA 1- Z I+,f 9A 8 4A drawing no. RECT. OR SQUARE FRAME GLAZING OPTIONS 2 It0.DAMW04-44 GLASS TYPE 'E' sheet 2 of 7 TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEV. x a SEE ELEV. FOR SPACING v FOR SPACING c 1BY I WOOD BUCK Q c� I 4 ' v 4 1 a op ° 3 a °4 _ ° d ° a -° Q a a e Q - 03 g0 V Q L A� 3 WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM Q � N 4 a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM V AND TRANSFER THEM TO THE BUILDING STRUCTURE. O 9 Q o ACCESS HOLE METAL METAL TS1EEE E ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACING a .O [, ! 5 STRUCTURE TYPICAL ANCHORS STRUCTURE FOR SPACING SEE ELEV. J/4" DIA. ULTRACON BY ELCO (Fu-177 KSI, Fy=155 KSI) Z y s i; FOR SPACING J/4" DIA, HIL11 IMIK CON a (Fu=163 KSI, Fy=157 KSI) .� z yy INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q w g it i 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY g Z 04 1-1/4" 4� 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY v is In li M11 N , DIRECTLY INTO CONC. OR MASONRY o ! ! \ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' z r ii ,1/4" DIA. KWIK—FLEX SELF DRILLING SCREWS. BY 'HILTI' (GRADE 5 CRS) p � ii i, i. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") Z Q i i� MIAMI-DADE COUNTY APPROVED MIAMI-DADE COUNTY APPROVED INTO METAL STRUCTURESS N i• i; MULLION & MULLION ANCHORS MULLION & MULLION ANCHORS STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Z N SEE SEPARATE NOA SEE SEPARATE NOA " p,� I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Z r` Ny N _ W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 in TY ICA EDGE 1115 �NCaF o Z _. 9 W it i! ?TaYPICAL INTO CONCRETE AND MASONRY 2" MIN. U0N INTO WOOD STRUCTURE = 1" MIN. x N m INTO METAL STRUCTURE = 3/4" MIN. TYPICAL ANCHORS CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. SEE ELEV. C--90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. �R SPACING ANCHORS EV. n jl L FOR SPACING SEALANTS: 2 !i li ALL FRAME AND VENT CORNERS SEALED WITH i! i! JOINT SEALANT. 'I I I. 11 ii 5 0 � $ ;I 3 N cn $ Engr. NAV D AHMAD o Q CML N FLA, PE 0 70592 PRODUC 1'REVISED d do o 4-, v C.A.N. 538 was cO��mPlytng with the Morido ° 4 a. . - v- noWw l�' de .4 AC£eptNuce No I& JI04 .1 � $ t .7 1 ° v v a p F\;, TYPICAL ANCHORS tP' Q e .4 . ' I e a' > v . F. °.v • '' v SEE ELEV. ° ° '� �1 :8 TYPICAL ANCHORS p .. ' o FOR SPACING qq drawing no. OR SPACING SEE ELEV. v 18Y I [CAL L�ANCHORS U' 2 11 I adeP+�mduet00a yyU4-4't WOOD BUCK FOR SPACING sheet 3 of 7 �+ TYPICAL ANCHORS v � SEE ELEV, w r sr lay FOR SPACING v m a I WOOD SUCK w v a o d n ° 4.n KO N '•a W I I a • ...: - .. -•_ X03 � � o 3 g '1 an O cl c .ni in cro ito TYPICAL ANCHORS a et METAL METAL SEE ELEV. a !I STRUCTURE TYPICAL ANCHORS STRUCTURE FOR SPACING ] III SEE ELEV. LL FOR SPACING I 1 !I nu IL M I! ^ V z N II 11 • y � _ 'n Ij f II 11 W Z Q jl ;! X I! i! MIAMI-DARE COUNTY APPROVED MIAMI-DAbE COUNTY APPROVED ? r N •I MULLION & MULLION ANCHORS MULLION & MUWON ANCHORS F- p SEE SEPARATE NOA SEE SEPARATE NOA Z , S o H it o d 8 4 4 I CIE N jl 1 1 1 �I I I; y Ij II L TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS I .I FOR SPACING SEE ELEV. W ! FOR SPACING c !i !i !i h !i !! !! 5 ACCESS HOLE c � � .� oow � � 1 I s c 12 61 1 2 � �^ 2 : � � $ I Engr. JAN-Al) AHMAOCIL A• PEW FL # 70502 PRODUC r REVISFI) o C.A.N. 3538 I - . do d' e. T v ' v: as complying wmfile Flaridrt. • 1hrulding Colo JC �' d a° F e q•I . I v v o v . o vqo A��1 - ��2 Jt7yiptn!Dpde'.P.iodycl?G lu<Ace tsace Plo 7 Ji 4TYPICAL ANCHORS e dSEE drawing no,TYICAL ATYPIEL ANCHORS FOR SPACING\:,SEE -44SEE Q4�ZQ -1U /t9 FOR SPACING 6Y ° WOOD BUCK FOR SPACING sheet 4 of 7 TYPICAL ANCHORS TYPICAL ANCHORS V v SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING �t i 1/2" SHIM 1/4 Mo. Z ti � a MAX. C 1 a f t (� 4 IL 13 o ACCESS HOLE O U a 5 � Q o iq eY WOOD 8 CK a XWOOD WOOD STRUCTUR _ _ �a?Q� O WOOD STRUCTUR LLZN'" � 3 3 D.L. OPG. .. WINDOW WIDTH ui g TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING J N TYPICAL ANCHORS 3 W � TYPICAL ANCHORS JFORar&1;5�6 " 1/4" MAX. FOR SEE PACI G Z f/2 MAX. SHIM SHIM 1/2" MAX. 3 1/4" MAX. SHIMS 0 e SHIMS X Z Q 12 12 tV !A Z grM w -71 - - J3 _ d ° QZL6 �pOn w ° _ M ___ O V00 Q .j VL . - d° d° L� N 2 H 0 0 1BY - WOOD BUCKS EXTERIOR D.L. OPG. WINDOW WIDTH c MIAMI-DADE COUNTY APPR,D MULLION SEE SEPARATE NOA #14 SMS OR TEKS SCREWS W 08ffl�tig JkELEV. FOR SPACING o ACCESS HOLE O Engr: JAV D AHMAD o FIA. PEAL 74592 PRODUCE RFV1SEI) !, C.AN.3538 as Comt)iying With the IFtorfd cf - - buidingCode - - Acccptaue No EXTERIOR b.L. OPG. — drawing no. D.L. OPG. n WINDOW WIDTH WINDOW WIDTH 1 2012Or+�ty W04-44 At! sheet 5 of 7 750 ITEM NO. PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U 2.000 1.876 1 CM 100-007 AS REOD. FRAME JAMB/SILL 6063-T6 FOR FIXED WINDOW I 2 CMIOO-012 AS READ. JAMB/SILL ANCHOR CUP 6063-T6 -- 0622 874 3 CM100-015 AS REOD. FRAME HEAD/SILL/JAMB 6063-T6 - Z j go 2.000 TMp' 062 500 _� 4 CM 100-016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063-T8 - r00 1- 500 125 I 4A CM 100-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6083-T6 - 1" g Q L1.875 --� �1 806---�I 48 CM100-029 4/ WDW GLAZING BEAD (LAM. GLASS) 6063-T6 FOR CIRCULAR FRAME IL v 875 11 4AB CM100-028 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 8063-T6 FOR CIRCULAR FRAME 875 5 CMIOO-018 4/ WDW SNAP COVER (LAM. GLASS) 6063-T6 - FLUSH ADAPTER HEAD/SILL p ri Fes--2.125 5A CM 100-019 4/ WDW SNAP COVER (LAM. INSUL. GLASS) 6063-T6 -- O d SILL 3 FRAME HEAD/SILL/JAMB .683 6 CM100-fl31 AS REOD. CORNER LOCK 6063-T6 = G 01 FRAME JAMB/SILL 7 V-059 AS READ. VINYL FOR 5/16" LAM. & INSUL. LAM. GLASS PVC . 0 1.203 1.072 7A V-038 AS READ. VINYL FOR 7/16" LAM. GLASS PVC - 0 hQh10 1 062 .125 8 AS READ. 3/16- X 3/8 X 4" LG. SETTING BLOCK - - W 10 TYP' 1.906 9 AS READ. 1/8" X 1/2" SINGLE FACE TAPE - - a5 3 1.804 907 062 9A AS READ. 5/18` X 1/2" SINGLE FACE TAPE - - � �� '86,9 062 .969 •907 10 X110 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL SMS � Z 1 g Y-- I rn'• I I_____ I .---� 11 CM 100-035 AS REOD. FLUSH ADAPTER HEAD/SILL 6063-T8 lulu -�I •912 Fes- - .542 b- .500 12 CM100-0341 AS REOD. FLUSH ADAPTER JAMBS 6063-T6 - 4� V GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL. GLASS) FLUSH ADAPTER JAMBS j Z J N v � .110 .110-�{ (2) #10 x 1/2" P.H. SMS (2) #10 x 1/2" P.H. SMS 0 ^ .050 TYP. POINT `B' SCREW POINT "B" SCREW .050 TYP. .875 .8751 3/8' X 1 3/4" x 1/8' THK - 1 WELDED __ CM 100-031 _ q Z I - CORNER LOCK -~ w _3 I ALUM. PLATE �� t . �� _X - a �� I 1♦ i� �♦ �� ♦ �i ♦♦ L� t2 2 N N 1.315 I .945J /� I \� i I ♦\\ ' __ ♦\+ i O4® . . O _�� 1!i(h\`♦� �,/ / Ii/�;/ '1!f ��tIIII r ♦� / / /�/ �t�/ // r �+� I►\r 1�+- ♦ �� \\\`vy �'� iI tr II�I It+ 114 ♦ _/_/_/_/ II/ // 5 . H�Zi n Z - � GLASS) SNAP COVERLAM, INSUL. GLASS)COVER LAM. 1.315 1.184 UO 1 00N .168 .983 ------ .983 865 (2) #10 x 1" 062 P.H. SMS -4 .812 POINT "B" SCREWPL 182 J ^;MITER CORNERS GLASS STOP (LAM. INSUL. GLASS) ° GLASS STOP (LAM. GLASS) FOR CIRCULAR FRAME CIRCULAR FRAME v \ 734 ii ' s��nv CIRCULAR WINDOWS / CIRCULAR WINDOWS r / .094 OPTION 1 OPTION 2 I j p � m ai ui j 'o! 1.583 ,. RECT. OR SQUARE WINDOWS ,- ,LM A a G r 2 JAMB/SILL ANCHOR CLIP „FRAME CORNERS Engr: JAVAD AHMADCIVIL FLA. PE # 70592 PRODUC C REVISED 3� 1 .380 C.l�N. 838 as complying with the Ftodda d %tulding Cede .1 � ,I Acteptsuce NO 0.01a `�! v° bS 9 '500 A 2012 tI ,o Browing no. Lff-12 W04-44 .788 CORNER LOCK sheet 6 of 7 6 • TYPICAL ANCHORS DESIGN LOAD CAPACITY - PSF ONE OR TWO SIDE/SIDE OR TOP/BOTTOM WINDOWS /SIM A7 EACH SIDE OF MULLION �Y I ONE ANCHOR TWO ANCHORS SEE CHART AT LEFT o AT EACH SIDE AT EACH SIDE FOR CAPACITIES 0 WINDOW DINS. OF MULLION OF MULLION zd NT.(-) W1 W2 WIDTH (W) LENGTH (L) EXT.(+)/INT.(-) EXT.(+)/I 80.0 80.0 d g Y4" 60.0 80.0 A �� -�\ O O v 26-1/2- 80.0 80.0 38-3/8" d• 3Q" 80.0 80.0 (9 O 37" 80.0 $0.0 V N 42" 80.0 80.0 { 48" 80.0 80.0 C D O ¢p g 53-1/8- 60.0 80.0 0 a 80.0 80.0 � O z� 24" 72.5 80.0 26-1/2" 72.5 80.0 /� /� 4 30�: 4S•' 72.5 80.0 70.5 80.0 42" 62.1 80.0 '^ Z o� 48" 62.1 80.0 � Z_ N 53-1/8" 62.1 80.0 J 80.0 80.0 011, 24" 68.7 80.0 ^ D 26-1 2" 68.7 80.0 B 68.7 80.0 w Z j 30 50-5/8" i x - Q 37" 66.8 80.0 WINDOW ANCHORS SEE 3" SHEET 1 FOR LOCATION AND � - N 42" 58.9 80.0 48" •9 80.0SHEET 2 FOR ANCHOR TYPES to 53-1/8-- 58.9 80.0 loN 2 ^ M m 19-1/8., 72.7 80.0 / ¢ @� z � i 24' 58.0 80.0e� 26-1/2" 80" 58.0 80.0 TXPICAL ELEVATIONS 0 . 4 - SIDE BY SIDE WINDOWS 0 O 30" 58.0 80.0 SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS x N g 37" 56.4 80.0 42" 1 49.7• 811.n 19-1/8" 69.3 80.0 WIDTH (W) = W1 + wz 2 44" 55.2 80.0 26-1/2" 63" 55.2 80.0 30" 55.2 80.0 G � N NOTES: 37" 53.7 80.0 1" X 3" X 1/8" 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION 42" 47.: 78.9 ALUM TUBE MULLION CAPACITY OF 1X3 WINDOW MULLION. SEE LEFT 19-1/8" 66.1 80.0 FOR OTHER M L ONT TYPES, S, TYPICAL ANCHORS 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2. 24" 52.7 60.0 SEE SEPARATE NOA EE ELEVSPACING 3. FOR OTHER MULLION TYPES SEE SEPARATE NOA. FOR26-1/2" 66" 52.7 80.0 4. USE SMALLER DESIGN LOAD CAPACITY OF 1. 2 OR 3 ABOVE. C m g g 30" 52.7 80.0 9 N �y 37" 51.3 80.0 19-1/8" 60.6 80.0 24" 48.3 80.0 26-1/2" 72" 48.3 80.0 En9r: JAVAD AHMAD �� a 30" 48.3 77.3 - -- -:- `_- - - FLA. PE�L70592 PRODUCCREVISED " - CA.N. 8 37 47.0 77.3 fts complying with the T+lor1+1& 19-1/8" 58.8 80.0 sulding Acceptance !2. I "� 24" 46.8 80.0 26-1/2" 74-1/4" 46.8 80.0 D.L. OPG. D.L. OPG. p Browing no. 30" 46.8 74.9 EXTERIOR l r ,�/ A ,} 37" 45.6 74.9 WINDOW WIDTH WINDOW WIDTHNkWrl TY�`�r�`� sheet 7 of 7 PC M IAMbMIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVVM 00%A P.� 11805 SW 26 Street,Room 208 AFFAIRS(PERA) NSULTING ENGINEER ' 0 Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVIS T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE PROVED www.miomidade.gov/uer R.C.Aluminum Industries,Inc. ❑ REJECTED 2805 NW 75'h Avenue 3y: Date: t Miami,FL 33122 ,�P6.r'ivAL 1 NLY FOR CONFORMANCE WITH OUR SCOPE: )Ar)S AWO ORITFRIA This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority ' Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"CM100"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W04-16,titled"CM 100 Aluminum Casement Window (L.M.I.)",sheets 1 through 12 of 12,dated 03/01/04 with revision F dated 10/21/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will•occur after the expimtiowdate or:if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0426.09 and consists of this page 1,Evidence pages E-1,E-2,E-3,E-4,and Green Sustainable Attributes page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 11-0922.06 KA"MWE UNW Expiration Date: July 29,2014 Approval Date: October 27,2011 Pagel R.C. Aluminum Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-16, Sheets 1 through 12 of 12,titled"CM 100 Aluminum Casement Window(L.M.I.)", dated 03/01/04 with revision F dated 10/21/11,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmed,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,pet-FBG,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 an outswing aluminum Casement window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6439,dated 02/21/11, signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,.per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Kinetic Energy Drop Load Test(400 Ft. Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram of an outswing aluminum Casement window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5867,dated 05/02/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under previous NOA #10-0426.09) 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 Engineering&Testing-Inc.,Test Report No. HETI-03-1346, dated September 16,2003,.signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA #06-1130.01) 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 Engineering&Testing Inc.,Test Report No. HETI-03-1856, dated September 17,2003, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA #06-113 .01) Man el Per P.61 . Product Control E m' er NOA No. 11-0922.06 Expiration Date: July 29,2014 Approval Date: October 27,2011 E-1 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 an aluminum casement window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-03-1859,dated January 16,2004, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA #06-1130.01) 6. 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 Engineering&Testing Inc.,Test Report No. HETI-03-1350, dated October 14,2003,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA #06-1X30.01) 7. 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 Engineering&Testing Inc.,-Test Report No. HETI-03-1344,dated September 12, 2003, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA #06-1130.01) 8. 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 Engineering&Testing Inc.,Test Report No. HETI-03-1848, dated September 17,2003, signed and sealed by Rafael E. Droz=Seda, P.E. (Submitted under previous NOA #06-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al-Farooq Corporation, dated 06/17/11 and 10/20/11, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs(PERA). Manuel PqrleAP.E. Product ControW22.06 iner NOA No. Expiration Date: July 29,2014 Approval Date: October 27,2011 E-2 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB,Interlayer"dated 12/24/10, expiring on 12/11A 1. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010,and no financial interest,dated October 20, 2011, signed and sealed by Javad Ahmad, P.E. 2. Proposal#08-1635 issued by BCCO to R.C.Aluminum Industries,Inc.,dated 11/24/08, signed by Renzo Narciso,Engineer 1,Product Control Division. G. OTHER 1. Notice of Acceptance No. 10-0426.09, issued to R.C. Aluminum Industries, Inc. for their Series"CM100"Outswing Aluminum Casement Window—L.M.I.,approved on 08/04/10 and expiring on 07/29/14. 2. Simulation Performance, Solar Heat Gain Coefficient,Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004"Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004"Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004"Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x,/WINDOW 5.x NFRC Simulation Manual (Approved at test date),of a RC Aluminum Series"CM 100"outswing casement aluminum prime window,along with attached drawings and bill of materials included in Appendix A,marked-up by National Certified Testing Laboratories,Test Report No. NCTL-110-12449.01,pages 1 through 7 of 7, dated 11/12/09,signed by Richard A.McVicker III, Simulator,and Steven H. Coble,NFRC Accredited Simulator,Simulator-In-Responsible-Charge. Manuel rez, Product Control Exa finer NOA No. 11-0 Expiration Date: July 29,2014 Approval Date: October 27,2011 E-3 R.C.Aluminum Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER(CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series"CM 100"Outswinging Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings,with applicable part numbers,manufacturing and modeling details included in Appendix A,marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1,pages 1 through 4 of 4,dated 11/30/09,signed by Christian J. Mitchell,Technician,and R.obert.H.;.Z-eiders,.P.E,,Vice-President Engineering&Quality Person-In-Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window,CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA)dated March 22,2010, certifying that the extruded aluminum products contained 30%recycled scrap material, signed by Henry Kronfle,Vice-President. I, Man Per Product Control Eami.er NOA No.11-0 2.06 Expiration Date: July 29,2014 Approval Date: October 27,2011 E-4 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES(GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division. %Recycled %Recycled %Bio-based %Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 30% 1000/0 N/A N/A 1fD# Test Product Glazing Components: G.8. G.9: VT CR Re ort#: Number U-Factor SHGC Base line 000 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 118 0.62 0.19 0.19 17 Product — — — — — 1. 001 5/32 CLR 240#2-SS-D_ARG_BRZ-1/8 090 PVB 1/8 0.62 0.19 0.19 17 2. NCTL 110- 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 0.62 0.20 0.25 17 3. 12450-1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 0.62 0.19 0.17 17 4. 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB I/8 0.62 0.19 0.23 17 Legend Abreviation: Description; SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface Typical ARG 90%Argon PVB .090"PoIy Vinyl Bu ral(PVB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass h Component Name C-Value 1. Whole Window 1.94 Manuel ere Product Control Exa in NOA No. 11-092 T.06 Expiration Date: July 29,2014 Approval Date: October 27,2011 G-1 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) SHOP DRAWINGS Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVIW9R NAN DO OO M EZ-PI NA, P.a(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA)ZRPROVED NSULTING ENGINEER .-miam ade. ovr era/ R.C.Aluminum Industries,Inc. O APPROVED AS NOTED 2805 NW 75th Ave R ECTED Miami,FL 33122 SCOPE: By: Date: APPhOVAL I ONL FOR CONFORMANCE WI UR This NOA is being issued under the appyUfffins governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Sgction (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2400ST Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No.W01-75 Rev 1,titled"Series-2400ST Alum SLD.Glass Door (11.M.1.)",sheets 1,2,3,3.1,3.2,4 through 9 of 9,prepared by AL-Farooq Corporation,dated 11/02/0 land last revised on FEB 15,2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure in sheet 2. See anchors capacities in sheet 3&3.1, lower capacity shall control. 2.Max load bearing shim not to exceed %"at head,1/4"at sill(high strength poured&hardened grout)per sheet 4 and 5/8"at jambs per sheet 5. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and sSeries and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety, INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-1118.02 and consists of this page l and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. M1AM1.MQE COUNTY NOA No 12-0223.19 Expiration Date:February 07,2017 Approval Date: May 10,2012 S` Page 1 R.C.Aluminum Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file# 10-1118.02) 2. Drawing No. W01-75 Rev I,titled"Series-2400ST Alum SLD. Glass Door(L.M.I.)",sheets 1,2,3, 3.1,3.2,4 through 9 of 9,prepared by AL-Farooq Corporation,dated 11/02/01 and last revised on FEB 15,2015,signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file# 10-1118.02) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading.per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of OXXO free jambs aluminum sliding glass door,Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6096,dated 7/16/10, signed and sealed by Jorge A. Causo, P. E. 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 - 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-01074, dated 6/25/01,signed and sealed by Luis Figueredo, P.E. (transferred from file#07-0124.08/06-0327.06.Test conducted per SFBC, PA 201,202&203-94.,now[mown as TAS 201,202&203-94) 3. Additional test report No. FTL 4615 per TAS 201,202 &203-94 for SGD, issued by Fenestration Testing Lab,dated June 16,2005,signed&sealed by Edmundo Largaespada,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007,prepared by Al Farooq Corporation,dated 11/11/10, signed and sealed by Javad Ahmad, P.E. (transferred from file# 10-1118.02) 2. Glazing complies w/ASTME-13 00-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co., Inc. for their "DuPont Sentry Glass®interlayer", expiring on 01/14/17. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest dated.02/13/12, and statement letter of conformance to FBC 2007,dated 11/11/10,prepared by Al Farooq Corporation both signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA# 10-1118.02,expiring on 02/07/2017. 2. .Test proposal,dated 06-01-09 and 02-07-05 approve ) BCC . `�1A a Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0223.19 Expiration Date: February 07,2017 Approval Date: May 10,2012 E-i MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) &NOP DRAWINGS Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATIOND 86)315-2590 F(786)315-2599 �O OOMEZ-PIMA, PTL! NOTICE OF ACCEPTANCE ONSULTING ENGINEER www.mlamidade.eov/Perm R.C.Aluminum Industries,Inc. E APPROVED 2805 NW 750 Ave ❑ APPROVED AS NOTED Miami,FL 33122 ❑ REJECTED SCOPE: By: Date: This NOA is being issued under thaPR -801ab IF iA�Eg +� the use of construction materials. The documentation submit �°6pn rgviewe and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11ML-100"Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. W04-05,titled"Series Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, prepared by AL Farooq Corporation, with latest revised "D" dated 03/21/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall Be Equal Or Greater Than SAE Grade 2(Minimum Fy Of 57 Ksi(Yield Strength)And Minimum F„Of 74 Ksi(Ultimate Strength)). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, series and following statement: "Miami--Dade County Product Control Approved"unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A'copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building-Official. This NOA revises NOA No.09-0128.14 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 12-0410.19 uuHt-DAD COUNTY Expiration Date: August 19,2014 1q 1L Approval Date: June 28,2012 5Pagel R. C. Aluminum Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0608.05) 2. Drawing No. W04-05, titled "Series Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, prepared by AL-Farooq Corporation, with latest revised "D" dated 03/21/12, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading,per FBC 2411 3.2.1, TAS 202-94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4024, dated 01/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.05) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 04-0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AL-Farooq Corporation, dated 03/29/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E 1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. Jaime D. scon,P.E. Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19,2014 Approval Date: June 28,2012 E-1 R. C. Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC--2010, dated 03/20/12, signed and sealed by Javad Alunad, P. E. G. OTHERS 1. Notice of Acceptance No. 09-0128.14, issued to R. C. Aluminum Industries, Inc., for their Series "ML 100 Aluminum Tube Mullion — L.M.I.", approved on 04/08/09 and expiring on 08/19/14. b Jaime D.�Casc ,P.E. Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19,2014 Approval Date: June 28,2012 E-2 SHOP DRAWINGS 0!'ERNANDO GOMEZ-PIMA, P.E. CONSULTING ENGINEER APPROVED MIAMI•D1ADE 0 APPROVED AS NOTED REJECTED PRODUCT COUNTY b-Aaam" El PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING 7i9' l� 11805 SW 26 Street,Room 208 AFFAIRS(PERA) APPRuVAL IS ONLY FOR C NFORMANCE WITH OUR Miami,Florida 33175-2474 BOARD AND CODE ADMINIST]INnONIMMIVIN CRITERIA T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.rov/pera/ R.C.Aluminum Industries,Inc. 2805 NW 7514 Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH 100"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W04-19,titled"SH100 Alum Single Hung Window(L.M.I.)", sheets 1 through 6 of 6,dated 03/09/04 with revision F dated 10/21/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or�process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0525.06 and consists of this page 1,Evidence pages E-1,E-2,E-3,and Green Sustainable Attributes page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMhDADE COUNTY NOA No. 11-0922.07 ..., Expiration Date: June 24,2014 Approval Date: October 27,2011 Page I R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-19,titled"SH100 Alum Single Hung Window(L.M.I.)", sheets 1 through 6 of 6,dated 03/09/04 with revision F dated 10/21/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6434,dated 06/24/11,signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 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 aluminum single hung window,prepared by Fenestration Testing Laboratories,Inc. Test Report No. F11-5865 dated 05/14/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA #10-0525.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 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 aluminum single hung windows mulled together,prepared by Fenestration Testing Laboratories, Inc. Test ReportNo.F'I'L-4024 dated 01/14/04,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA #06-1130.04) Carlos Nf Ut a, .E. Product Control Via pfiner NOA No. 11-0922.07 Expiration Date: June 24,2014 Approval Date: October 27,2011 E- 1 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 20294 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 an aluminum-single hung window,prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-4005 dated 01/1.4/04,signed and..sealedby.Edmundo J. Largaespada,P.E. (Submitted under previous NOA #06-1130.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010,prepared by Al-Farooq Corporation,dated 07/05/11 and 10/20/11, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/12. 2. Notice of Acceptance No. 104922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB,Interlayer"dated 12/24/10, expiring on 12/11A 1. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010,and no financial interest,dated October 20,2011,signed and sealed by Javad Ahmad, P.E. 2. Proposal#08-1635 issued by BCCO to R.C. Aluminum Industries,Inc., dated 11/24/08;signed.by. Renzo,Narciso,.Engineer..,1,:Product Control Division. G. OTHER 1. Notice of Acceptance No. 10-0525.06,issued to R.C. Aluminum Industries, Inc. for their Series"SH 100"Aluminum Single Hung Window—L.M.I., approved on 09/01/10 and expiring on 06/24/14. Manuel Pere Product Control Ex mine NOA No.11- Expiration Date: June 24,2014 Approval Date: October 27,2011 E-2 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Simulation Performance, Solar Heat Gain Coefficient,Visible Transmittance,& Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004"Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x,/WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series"SH100"single hung aluminum window,along with attached drawings and bill of materials included in Appendix A,marked-up by National Certified Testing Laboratories,Test Report No. NCTL-110-12453.01,pages 1 through 6 of 6,dated 11/16/09,signed by Richard A.McVicker III, Simulator,and Steven H.Coble,NFRC Accredited Simulator, Simulator-In-Responsible-Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004"Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series"SH 100"Tilt Single Hung Aluminum Prime Window with Low E and Argon,along with submittal component drawings,with applicable part numbers,manufacturing and modeling details included in Appendix A,marked-up by National Certified Testing Laboratories,Test Report No. NCTL-110-12454-1,pages 1 through 4 of 4, dated 12/02/09,signed by Christian J.Mitchell,Technician,and Robert H.Zeiders,P.E.,Vice-President Engineering&Quality Person-In-Responsible Charge. 4. Recycled Content Determination Report on: Name: Single Hung Window, SH 100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA)dated March 22,2010, certifying that the extruded aluminum products contained 30%recycled scrap material,signed by Henry Kronfle,Vice-President. Manuelerez, Product Control Exa iner NO -No.11-09 Expiration Date: June 24,2014 Approval Date: October 27,2011 E-3 • . • 1 1 i DI DW 1 f 'Tr' ' T• t 3 a aa.r. ,.f.n, .. u.,z:�._,ast.,.a.zr.e 'v.Y.n.n as .ca,._>s:.{ .0•..,wx m=uss. �w, �„s{�a.,esfiY4A'r.UI 1 I: -I I I 1II 1 ! I I i�;n- ,".t°'�a x-ysLvi.aT��'// �':�?�"cfr�iPi +�2':Z'�E%J Yn,�F;:i, ��5,< i •�i4:',i iia..;Y. 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F.��-ae.=,1,;v;.,,,. ,x,l c s.Sa �:1 H...��• 55 --4?�ixal:,a .�I��e�a.».,7,�A6M'"if^',�"...��"��.k:'�s;z�,'�1'�.r� fl 1 1 1 1 1 1 1 •I I 1 ` 1 1 1 1 I 1 1 1 1 1 1 3 MIAMF MIAMI-DADE COUNTY,FLORIDA SHOP DRAWINGS PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRON Efi Z-P1NA, R E11805 SW 26 Street,Room 208 AFFAIRS(PERA) CONSULTING ENGINEER Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION Ff APPROVED T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA ❑ APPROVED AS NOTED www.miamidadt¢ov/pers/ R.C.Aluminum Industries,Inc. l� �� l3 2805 NW 75th Ave i3y: Date: Miami,FL 33122 APPF,OVAL ONL FOR CONFORMANCE WIT o SCOPE: DESIGN LJADI AND CRITFRIA This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11RD45"Aluminum Outswing Entrance Door w/wo'Transom and Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door(L.M.I.)", sheets I through 10 of 10,dated 05/09/04,prepared by AL-Farooq Corporation,with latest revised"E"dated 03/21/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, series and following statement: "Miami-Dade County Product Control Approved"unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.09-0630.07 and consists of this page 1, evidence pages E-I and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMI4M0E GOU TY .(�ps64- NOA No.12-0410.18 Expiration Date: August 19,2014 I�It"' Approval Date: June 14,2012 Page 1 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 04-0608.03 and 08-0613.07) 2. Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 05/09/04, prepared by AL--Farooq Corporation, with latest revised"E"dated 03/21/12, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems, per FBC 2411.3.2.1,TAS 202-94 and per AAMA 1304-02 along with marked up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s: 1. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07); 2. FTL-4154, FTL4155 and FTL-4166, dated 03/24/04, 03/30/04 and'03/31/04, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AL-Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08%2011, expiring on 12/11/2016. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-0410.18 Expiration Date: August 19,2014 Approval Date: June 14,2012 E-1 R.C.Aluminum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010,dated 03/06/12,signed and sealed by Javad Ahmad,P. E. 2, Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for Test Reports No.'s: I. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07); II. FTL-4154, FT"155 and FTL-4166, dated 03/24/04, 03/30/04 and 03/31/04, all signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 04-0608.03) 3. Proposals issued by Product Control: I. No. 07-2426, dated 05/08/07,signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 08-0613.07) II. Dated 07/18/06, signed by Jaime D. Gascon,P. E. (Submitted under previous NOA No. 08-0613.07) III. Dated 12/03/03, signed by Jaime D. Gascon,P. E. (Submitted under previous NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 090630.07, issued to R.C. Aluminum Industries, Inc., for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom & sidelites-L.M.I.",approved on 08/05/09 and expiring on 08/19/14. Jafine D.Gascon,P. Product Control Section Supervisor NOA No. 12-0410.18 Expiration Date: August 19,2014 Approval Date: June 14,2012 ` 4.V !� 10 0 Z ZJZ 0 0) Q W I Q IH a.2 � o M 00 Ow IL fro 0U a 0 'c � 0 aaQ 0 Ocy Q 6,U' Y1 � z 6, = M J gM� �• U mi 04 Z N W � CM100 OPERATING/FIXED g ALUMINUM CASEM&T WINDOWS Vf FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 3. Z Q8 FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 4 & 5. z _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z Lo CJ REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING rn HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Z LOADS TO THE STRUCTURE. o U ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS •- t to EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. v N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO �? CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o o $ OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 10- APPROVAL APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. c � N o o W LL O E; o MULLION CAPACITY o 0 ALSO TOP AND BOTTOM COMBINATIONS OF FIXED FOR THIS OPTION L / SEE SEPARATE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. AND CASEMENT WINDOWS USING STACKING / MULLION NOA SHUTTERS ARE t4Ol'. REQUIRED. HEAD/SILL WITHOUT MULLION. \ .. - \ Engr: JAVAp AHWAD o EML FLA.,P70592 ALSO TO SIDE BY SIDE COMBINATIONS A N , OF CASEMENT/FIXED, CASEMENT/CASEMENT OR WITH I OTHER WINDOW TYPES IN q MODULES OF TWO OR MORE WINDOWS 1i drawing no. \ \ 9 USING APPROVED MULLIONS. ""' W04--16 RATING OF FIXED WINDOWS UNDER SEPARATE NOA. sheet 1 of 12 37" MAX. 74" MAX. 37" MAX. 37" MAX. v WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. 35 3/8" MAX. 35 3/8" MAX. 35 3/8" MAX. VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH 30 1/8" MAX. m FALSE MUNTINS 30 1/8" MAX. 30 1/8" MAX. 30 1/8" MAX. 30 1/8" MAX. Q m i MAY BE USED m l zd D.L. OPG. N z D.L. OPG. D.L. OPG. N Z D.L. OPG. D.L. OPG. W � 1 A \ 'UA \ 0 A Q F o � o � I AL - �--- -�• a, tI ti _ ly �1 - IJ- �i e IIF li \ II II / II H / iI Q /,I I, / ,I IMPOST I, i 1\ /ri t�ULLtON I I I _ I I I I N 8 �_ _=__ __= _=__ ___ ___ __,_ _- W 3 e 2°\� g \nr7 2 N\t0 j_ - _{j{lI_-ii--IIIII-__ --� •\n wO •\M 9 txQ \eN a Z r � ©OOJ , -__- --- Z -_-_ _--_ 4Z1 !trNA`tl gQ {OJ V a� Ii \ it li \ it li / it li \ iI li \ it g Z N I I I I I I I I J M 2 N rn 1{\ II II ti ; II II N II I sy II I W �I\\ I� �I\\ F 5i g z 8 5/8" MAX. 8 5/8" MAX. 38" r ONE OR TWO ANCHORS 8 5/8" MAX. 2" �6- 5/8" LOCKING POINTS — HEAD/SILL HEAD/SILL AT EACH SIDE OF IMPOST HEAD/Sl SEE CHARTS ca N 'n CORNERS SEE CHART SHEET 3 SHEET 2 :� CORNERS DUAL VENT WDW. CORNERS SIDE BY SIDE WDWS.37" MAX 37" MAX ONE OR TWO ANC\ON ,n WINDOW WIDTH WINDOW WIDTH AT EACH SIDE OF MU , SEE CHART SHEET 3 5" MAX. i3 1/2" o � = o m HEAD/SILL 00 < CORNERS V N ADDL. ANCHOR AS READ. SEE CHART N ,n / ON SHEET 3 c F / FOR CAPACITY u O No o 0 o T / t!9 M \ e 3 / e Q 3 \ i O oo � tgpi' ry z cs z \ DESIGN LOAD RATINGS FOR THESE WINDOWS TO 6E AS PER cc " w LL x CHARTS SHOWN ON SHEET. 3. Fsgr:.JAVAD AHMAD o 0 FLANGE FRAME WINDOWS FLA. aCT(I�L 2 \ C.A. $539: r drawing no. r 4 W04-16 ALizzsheet 2 of-1-2-)l DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W SIDE BY SIDE SINGLE VENT WINDOWS DUAL VENT WINDOWS SINGLE VENT WINDOWS to GLASS TYPES 'A' & 'B' GLASS TYPES 'A' & 'H' GLASS TYPES 1 X 3 X 1/8" MULLION 1X4X1/8" MULL ONE ANCHOR TWO ANCHORS WINbOW DIMS. 'A' & 'H' // Z h ONE ANCHOR TWO ANCHORS TWO ANCHORS WINDOW DIMS. AT EACH SIDE AT EACH SME EXT.(+) -� WIDTH (W) HEIGHT (H) / 0 F Z WINDOW DIMS. AT EACH SIDE AT EACH SIDE AT EACH SIDE EXT.(+) EXT.(+) INT.(-) / Z Q WIDTH (W) HEIGHT (H) INT.(-) INT.(-) 19-1/8" 80.0 F W N n WIDTH (W) HEIGHT (H) (+) EXT.(+) EXT.(+) ( ) x !: Q a o INT.{-) INT.(-) INT.(-) 37" 80.0 80.0 24" 80.0 \ m 9C-) \ 19-1/8" 80.0 80.0 80.0 48" 80.0 80.0 26-1/2" 80.0 0 DIRECTION OF LL, c9 24" 80.0 80.0 80.0 VENT OPNG. 53-1/8" 80.0 80.0 30" 80.0 \ 0: a 26-1/2" 80.0 80.0 80.0 OPTIONAL 60" 80.0 80.0 37" 4$" 80.0 \ 0 V e1 30" 80.0 80.0 80.0 72" 38-3/8" $0.0 80.0 42" 80.0 v i~-I 38-3/8" M 37" 80.0 80.0 80.0 W W 74" 80.0 80.0 48" $0.0 0 > M g 42" 80.0 80.0 80.0 84" $0.0 80.0 W 53-1/8" 80.0 0 L Q p A 48" 73.5 80.0 80.0 96" 73.5 80.0 19-1/8" 80.0 N 0 1ca � 00 O 53-1/8" 66.4 80.0 80.0 106-1/4" 66.4 80.0 24" 80.0 Q w - 0 N 19-1/8" 80.0 80.0 80.0 / / 37" 80.0 80.0 / \ 26-1/2" 80.0 K; .��. LL z = M 24" 80.0 80.0 80.0 / / 48" 80.0 80.0 \ 30" 8 m -5 8" 80.0 26-1/2" 80.0 80.0 80.0 // H // / 53-1/8" 80.0 80.0 \ 37" / 80.0 fu ei / /19POST 30" 80.0 80.0 80.0 �. % 60" 80.0 60.0 J /. 42" 80.0 48" z M0J-LION / 37" 76.2 8a.0 80.0 \ \ \ 72" 50-5/8" 74.3 80.0 \ % �i/ 4$" 80.0 42" 67.1 80.0 80.0 \ \ 74" 72.3 60.0 \ / 53-1/8" 75.5 80.0 J Z N 48" 58.8 80.0 80.0 \ \ 84" 63.7 80.0 \ / 19-1/8" 80.0tn z 53-1/8" 53.1 80.0 80.0 \ \ 96" 55.7 80.0L \ / 24" 80.0 \ O W , 19-1/8" 80.0 80.0 80.0 106-1/4" 50.3 50.0 26-1/2" 80.0 \ z_ o 24" 80.0 80.0 80.0 37" 80.0 80.0 30" 80" 80.0 \ MULLION \ 26-1/2" 80.0 80.0 80.0 48" 80.0 80.0 37" 80.0 LjZ 30" 50-5/$" 80.0 80.0 80.0 ONE OR TWO ANCHORS 53-1/8" 80.0 80.0 42" 80.0 w 37" 72.3 80.0 80.0 AT EACH SIDE 60" 60" 75.2 80.0 19-1/8" 80.0 g 42" 63.7 80.0 80.0 72" 62 7 80 0 /ONE TWO ANCHORS 24" 80 0 U - N in 48" 55.7 80.0 80.0 AT EACH SIDE " W ? Z � M I FIXED WINDOW 74" 61.0 80.0 26-1/2 " 80.0 Z r- M a 53-1/8" 50.3 80.0 80.0 OR CASEMENT WINDOW gq" 53.7 80.0 30" 63 80.0 g m 19-1/8" 80.0 80.0 80.0 FOR FIX. WDW. RATING a in SEE SEPARATE NOA 37" 80.0 80.0 37" 80.0 / z ,n 24" 80.0 60.0 80.0 48" Solo 80.0 42" 80.0 26-1/2- 80.0 80.0 80.0 80.0 53-1/8- 80.0 80.0 19-1/8- 80.0 / U 0 4 30" 60 75.2 80.0 80.0 60" 63" 71.6 80.0 24" 80.0 / N 37" 81.0 80.0 80.0 NO. OF NO. OF 72" 59.7 80.0 N0. OF N0. OF 26-1/2- 66" 80.0 = WDW. HEIGHT KEEPERS HINGES WDW. HEIGHT KEEPERS HINGES / 42" 53.7 80.0 80.0 UPTO AT SASH AT SASH 74" 58.1 80.0 UPTO AT SASH AT SASH 30" 80.0 \ 19-1/8" 80.0 80.0 80.0 29-1/4- 2 2 84" 51.2 80.0 42" 2 2 37" 80.0 L 24" 80.0 80.0 80.0 42" 3 2 37" 80.0 80.0 74-1/4" 3 3 19-1/8" 80.0 \ 26-1/2" 80.0 80.0 80.0 44-1 4" 3 3 48" 80.0 80.0 24" 60.0 in a,30" 63.. 71.6 80.0 80.0 59-1/4" 4 3 53-1/8" 77.2 80.0 26-1/2" 72" 80.0 o i � 37" 58.1 80.0 80.0 74-1 4" 5 3 60" e$" 68.4 80.0 30" 80.0 r! w 42" 51.2 80.0 80.0 72" 57.0 80.0 37" 80.0 u 19-1/8" 80.0 80.0 80.0 74" 55.4 80.0 19-1/8" 80.0 m 2 z v z 24" 80.0 80.0 80.0 37" 80.0 $0.0 24" 80.0 M 26-1/2" 66" 77.4 80.0 80.0 48" 78.8 80.0 26-1/2" 74-1/4" 110.0 N I_ 30" 4)1 68.4 80.0 80.0 53-1/8" 70.8 80.0 30" 80.0 72" WDW. HEIGHT NO. OF NO. OF w o N g o 37" 55.4 60.0 80.0 60" 62.7 80.0 37" 80.0 0 '$ 19-1/8" 80.0 80.0 80.0 72" 52.2 80.0 KEEPERS HINGES > * LOAD WITH ADDL. ANCHOR UPTO AT SASH AT SASH c '' U. 24" 78.3 80.0 80.0 74" 50.8 80.0 AT FRAME JAMB 42" 2 2 26-1/2" 72" 70.9 80.0 80.0 37" 80.0 80.0 74-1/4' 3 3 30 62.7 80.0 80.0 4$" 76.0 80.0 Engr. JAVAD AHMAD o CIVIL I I o 37" 50.8 72.8 80.0 53-1/8" 74-1/4" 68.6 80.0 FLA. PE 1(q�,`110592 19-1/8" 80.0 80.0 80.0 60" / 80.8 80.0 C.A.N. S : o 24" 76.0 80.0 60.0 72" 50.6 80.0Li W5 26-1/2" 74-1/4" 68.8 80.0 80.0NOTE: 74" 49.3 80.0 30" 60.8 78.4 80.0 GLASS CAPACITIES ON THIS SHEET ARE drawing no. 37" 49.3 65.9 80.0 BASED ON ASTM E1300-04 ( SEC. GUSTS) �,® AND FLORIDA BUILDING COMMISSION �01� gheet 3 61f � DECLARATORY STATEMENT DCA05-DEC-219 FLANGE FRAME WINDOWS 37" MAX. 74" MAX. 37" MAX. 37" MAX. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. 35 3/8" MAX. 35 3/8" MAX. 35 3/8" MAX. VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z j 30 1/8" MAX. FALSE MUNTINS 30 1/8- MAX. 30 1/8" MAX. 30 1/8" MAX. 30 1/B" MAX. J D.L. OPG. N z�l MAY BE USED D.L. OPG. D.L. OPG. z D.L. OPG. D.L. OPG. F. � ro Al LO ko Al O J�u M Q �J !k! :F — 1 1 p C Ch > --B--1----7IIIi1bp•IIi11tl'II\----\-- }�� ca 2C9 =/`/\=Ti1��II'`rj�,,I1I,�B=/v"/.1 �rt1Is!�,�Ii4IIi\—_\_ �4r:<I' =/--/=�IIIi�II1tjI1i;,I'=-�.=\• =f-j,IiItlI"��IiiiiII/\= ° e onY eM ��` • tdp� �I 0F VLLION ~2oPOST = == Q w a i Z L7a / e = O JO O II %, I\ a\ II / ! I \ OD WZp \ 1 !I O I II 1 t II p === I I I Zz eq = � � — H --= - -� , r, to D - - 't Z N h hhw r LLj 3- - 5 3/4" MAX. 8 1/2-MAX. 5 3/4" MAX. 5 3/4MA .6 ONE OR TWO ANCHORS LOCKING POINTS HEAD/SILL HEAD/SILL HEAD/SILL AT EACH SIDE OF IMPOST HEAD/SILL SEE CHARTS ON SHZ toCORNERS SINGLE VENT WDW. CORNERS DUAL VENT WDW. SEE CHART SHEET 5 CORNERS SIDE BY SIDE WDWS 37" MAX. 37" MAX. ONE OR TWO ANCHORS AT EACH ( WINDOW WIDTH WINDOW WIDTH SEE CHART SHEET 5 � O C3 LO v N 2 A / N1 / N m / mW Ka 0 In / Ir) Z / c O !E / o e � !ECD _ h H ONE O Z / ipQ \ W Z 2 � Z \ O � N 3 a� Z j 8 \ \ \ u 0 h \ o L \\\ " o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER c W " CHARTS SHOWN qN ,SHEET 5. q \ Engr. JAVAD:AHMAD '• c �, o \ FLUSH FRAME WINDOWS CML \ FIA. PE V0592, 5 3/4" MAX. 8 1/2"MAX. 5 3/4" MAX. 8 1/2"MAX. O drawing no. � I W04--16 HEAD/SILL HD/SILL HEAD/SILL ' HEAD/SILL sheet 4 of 12 CORNERS CORNERS DESIGN LOAD CAPACITY - PSFDESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF --w a{ �V SIDE BY SIDE SINGLE VENT WINDOWS DUAL VENT WINDOWS SINGLE VENT WINDOWS GLASS TYPES 'A' & 'B' GLASS TYPES 'A' & 'B' GLASS TYPES It 1 X 3 X 1/6" MULLION 1X4X1/8" MULL WINDOW DIMS. 'A' & 'B' / 3 ONE ANCHOR TWO ANCHORS ONE ANCHOR TWO ANCHORS TWO ANCHORS WINDOW DIMS. AT EACH SIDE AT EACH SIDE WIDTH (W) HEIGHT (H) EXT.(+) / O I.. Z WINDOW DIMS. AT EACH SIDE AT EACH SIDE AT EACH SIDE EXT.(+) EXT.(+) INT.(-) / W WIDTH (W) HEIGHT (H) INT.(-} INT. Q W a WIDTH (W) HEIGHT (H) EXT. EXT.(+} EXT.(+) (-) 19-t/8" 80.0 z \ O M v INT.(-) INT.(-) INT.(-) 37" 80.a 80.0 2a" s0.0 % IL 80.0 80.0 80.0 48" 80.0 80.0 26-1/2" 80.0 \ 0 w 24" 80.0 80.0 80.0 VENT OPNG F 53-1/8" 80.0 80.0 30" 80.0 \ IL Q LL 48 26-1/2" 80.0 80.0 80.0 OPTIONAL 6o" 80.0 80.0 37" " 80.0 \ 0 U ct 30" 38-3/8" 80.0 60.0 80.0 72" 38-3/8" 80.0 80.0 42" 80.0 v 0 e~i 37" 80.0 80.0 80.0 W W 74" 80.0 80.0 48" 80.0 :t IZ 42" 80.0 80.0 80.0 84" 80.0 80.0 W 53-1/8" 80.0 ' 0 4. p 0 I- 48" 80.0 80.0 80.0 98" 80.0 60.0 19-1/$" 80.0 N00 53-1/8" 80.0 80.0 80.0 106-1/4" 80.0 80.0 24" 80.0 Q W 19-1/8" 80.0 80.0 80.0 / / 37" 80.0 80.0 / \ 26-1/2" 80.0 ��. w N= o 24" 80.0 80.0 80.0 / / / 48" 80.0 80.0 F \AL� \ 30" -5/8" 80.0 �\ J Z LO Q 26-1/2- 80.0 80.0 80.0 // H 1 // 53-1/8" 80.0 80.0 37" 80.0 Q W /I•POST " \ / lu 30" 80.0 80.0 80.0 = M LION 60" 80.0 80.0 % 42" 80.0 / 48" � /. /.. x /� i• 37" 80.0 80.0 80.0 \ 'i \ i \ 72" 50-5/8" 80.0 80.0 \ / 48" 80.0 c3 42" BO.Q e0,0 80.4 \ \ 74" 80.0 80.0 \ / 53-1/8" 80.0 / •� N 48" 80,0 80.0 80.0 \ \ 84" 80.0 80.0 \ / 19-1/8" 80.0 53-1/0" 80.0 80.0 80.0 \ \ 96" 80.0 80.0 \ / 24" 80.0 \ p Lel 19-1/8" 80.0 80.0 80.0 106-1/4" 80.0 80.0 26-1/2" 80.0 \ z LO LO 24" 80.0 80.0 80.0 37" 80.0 80.0 30" 60" 80.0 \ v 26-1/2- 80.0 80.0 80.0 MULLION / 48" 80.0 80.0 37" 80.0 D ILi L 30" 80.0 80.0 86.0 /ONE OR TWO ANCHORS 53-1/a" 80.0 80.0 42" 80.0 �� W Z a 50-5/8" 37" 80.0 80.0 80.0 AT EACH SIDE 60" 60" 80.0 80.0 19-1/8" 80.0 04 to 42' 78.7 80.0 aQ.o 72" 80.0 80,0 ONE OR TWO ANCHORS 24" 80.0 ~ N 48" 76.6 80.0 80.0AT EACH SIDE Vy g /FIXED WINDOW 74" 80.0 80.0 26-1/2" 83" 80.0 -53-1/8" 76.4 80.0 80.0 CASEMENT WINDOW 84" 80.0 80.0 30" 80.0 19-1/8" 80.6 80.0 80.0 FOR FIX. WDW. RATING > > $ SEE SEPARATE NOA 37" 80.0 80.0 37" 80.0 / Z U- N 24" 80.0 80.0 80.0 48" 80.0 80.0 42" 80.0CiLo 26-1/2" 6Q" 79.0 80.0 80.0 53-1/8" 80.0 80.0 19-1/8" 80.6 / U W Q 30" 72.5 80.0 80.0 80" 63" 80.0 80.0 24" 80.0 / C) N 37" 63.880.0 80,0 NO. OF NO. OF 72" 80.0 80.0 NO. OF NO. OF x WDW. HEIGHT KEEPERS HINGES WDW. HEIGHT KEEPERS HINGES 26-1/2" 66" 80.0 42" 58.8 80.0 80.0 UPTO AT SASH AT SASH 74" 80.0 80.0 UPTO AT SASH AT SASH 30" 80.0 \ 19-1/8" 80.0 80.0 80.0 29-1/4- 2 2 84" 80.0 80.0 42" 2 2 37" 1 80.0 L 24" 80.0 80.0 80.0 42" 3 2 37" 80.0 80.0 74-1/4- 3 3 19-1/8" 80.0 \ 26-1/2" 74.3 80.0 50.0 44-1 4" 3 3 ,18" 80.0 80.0 24" 80.0 N_ 30" 63" 68.0 80.0 80.0 59-t 4" 4 3 53-1/8" 80.0 80.0 26-1/2" 72" 80.0 74-1/4 5 3 66" ��\�• g m 37" 59.5 80.0 80.0 60" 80.0 80.0 30" 80.0 C 42" 55.5 80.0 80.0 72" 80.0 80.0 37" 80.0 v 19-1/81, 2 80.0 80.0 80.0 74" 80.0 80.0 19-1/8- 80.0 10, b i 24" 75.6 80.0 80.0 37" 80.0 80.0 24" 80.0 M 26-1/2" 66" 70.0 80.0 80.0 46" 80.0 80.0 26-1/2" 74-1/4" 80.0 a _ 30" 64.0 80.0 80.0 53-1/8" 80.0 80.0 30" 80.0 72" .0 N0. OF N0. OF y 37" 55.7 80.0 80.0 60" 80.0 80.0 37" 80.0 0 19-1/8- W.80.0 80.0 80.0 72" 75.6 80.0 WD UPTOGHT ` ° m L` c KEEPERS HINGES AT SASH AT SASH 24" 68.0 80.0 80.0 74" 74.2 80.0 42" 2 2 26-1/2" 72" 62.9 80.0 80.0 37" 80.0 80.0 74-1/4" 3 3 30" 57.3 80.0 80.0 48" 80.0 80.0 Enge: JAVAD 1MAD a o 37" 49.5 80.0 80.0 53-1/8" 80.0 80.0 CIVIL FLA. PE 70592, I 19-1/8" 79.1 80.0 80.0 60" 74-1/4" 80.0 80.0 (zw 8 }� 24" 65.5 80.0 80.0 72" 72.5 80.0 v 26-1/2" 74-1/4" 60.6 80.0 80.0 NOTE: 74" 71.2 80.0 3a" 55.t $o.o $o.o GLASS CAPACITIES ON THIS SHEET ARE .� �� drawing no. 37" 47.5 73.4 80.0 BASED ON ASTM E1300-04 (3 SEC. GUSTS) W04-16 AND FLORIDA BUILDING COMMISSION FLUSH FRAME WINDOWS sheet 5 of 12 DECLARATORY STATEMENT DCA05-DEC-219 1/8" HEAT STREN'D GLASS ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPLIER/REMARKS 1 CM100-001 2/ WOW FRAME JAMB 6063-T6 -- .090" INTERLAYER 2 CM100-002 2/ WDW FRAME HEAD AND SILL 6063-T6 - o BUTACITE PVB BY 'DUPONT' 3 CM100-007 AS READ. FRAME JAMB (FIX.) 6063-T6 FOR FIXED WINDOW Z OR .090" INTERLAYER 4 CM100-008 AS READ. HORIZ. IMPOST 6063-T6 FOR FIXED WINDOW SENTRYGLAS BY 'DUPONT' 5 CM100-012 AS REQD. JAMB ANCHOR CLIP 8063-T6 1/8" HEAT STREN'D GLASS 6 CM100-013 AS REQD. VENT HINGE 8005-T5 INSTALLED WITH (3) #10 X 3/8" MS 0; p p U 7 CM100-014 AS READ. FRAME HINGE 60D5-T5 INSTALLED WITH (2) #10 X 3/8" MS 0 wSILICONE M m SILICONE g m DOW CORNING 795 8 CM100-015 AS READ. FRAME HEAD/SILL (FIX.) 8063-T6 FOR FIXED WINDOW � G LL z DOW CORNING 795 24 9 CM100-016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063-T6 FOR FIXED WINDOW 0 v j :j 11 10 CM100-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 FOR FIXED WINDOW V elMM`i j! !j .j 11 CMIOO-018 4/ WDW SNAP COVER (LAM. GLASS) 8063-T8 FOR FIXED WINDOW 0' a M g 12 CM100-019 4/ WDW SNAP COVER (LAMOf W . INSUL. GLASS) 6063-T6 FOR FIXED WINDOW 0 0. Q O !I !I g !! 13 CM100-032 AS READ. VERTICAL IMPOST 6063-T6 - IA d.0 14 CM 100-021 2/ IMPOST ANCHOR CLIP FOR VERTICAL IMPOST 6063-T6 - Q w $ W - 15 CM100-022 - ANCHOR ARM OPERATOR 6063-T6 - ZN - M 26m 2g 9 16 - AS REQD. SCREENS ALUMINUM OPTIONAL .J Z Q � g 22 19 CM10D-026 4 VENT FRAME 8063—T6 — W � VENT FIX. LITE 20 CM100-027 1/ CORNER CORNER LOCK 8063-T6 - Z GLASS TYPE `A' 21 V-033 AS REQD. TREMCO TR-5804N SPONGE NEOPRENE - mi 22 P-049 AS REQD. GLAZING INSERT PVC RIGID - N 23 V-055 AS REQD. VINYL FOR LAM. INSUL. GLASS - VENT PVC - o W 1/8" HEAT STREN'D GLASS 24 V-059 AS REQD. VINYL FOR LAM. & LAM. INSUL. GLASS (FIX.) PVC - OR 25 AS REQD. 3/16" X 3/8" X 4" LG. SETTING BLOCK - - `✓ 5/32" TEMP. GLASS 28 AS READ. 1/8" X 1/2" SINGLE FACE TAPE 1/4" AIR SPACE LLI 27 P-025 - PLASTIC CAM M & M NYLON w ? Q 1/8" HEAT STREN'D GLASS 30 CD25 & CD35 - SINGLE ARM OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS Qg � N Ln .090" INTERLAYER 31 - - - - - 0 N TACITE PVB BY 'DUPONT' 32 LB05-6645 - 3 POINT LOCK ASSEMBLY - ROTO HARDWARE SYSTEMS ORz g r%i N " 33 GT553 - GUIDE HOUSING - ATTACHED W/ (3) #8 X 3/4" SMS ? J N .090 INTERLAYER SENTRYGLAS BY 'DUPONT' 34 GS001 - STRIKER - ATTACHED W/ (3) #8 X 1/2" SMS 1/8" HEAT STREN'D GLASS 35 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHIL. SMS $ U O z SILICONE 36 #10 X 1/2" 2/ CORNER VENT ASSEMBLY SCREWS ST. STEEL FH PHL. SMS N z m SILICONE g DOW CORNING 795 37 #10 X 3/4" 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHIL. SMS U DOW CORNING 795 24 38 #10 X 3/4" 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL. SMS 0j I jl �j �j 12 39 CM100-032 AS REQD. FLUSH ADAPTER HEAD/SILL 6063-T6 - 40 CMIOD-033 AS REQD. FLUSH ADAPTER JAMB 6063-T6 - :I :I � !I !! !I 0 0 Ij I II a � o �! 00 K W C7 26 25 10 a) $ b z 23 < 'a VENT FIX. LITE .- GLASS TYPE 'B' �_ O O O N N O C4 O O O y GLAZING OPTIONS �' 0 " a E " EAgr: JAVAD'AHMAD' pI II a I iv NOTE: FLX.PE.�I CML 70597 c � IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING !'C.Am 53 ' m EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED. 8 I drawing no. 0 X411 W04-16 �r' sheet 6 of 12 TYPICAL ANCHORSTYPICAL ANCHORS U SEE ELEV. SHEET 2 TYPICAL ANCHORS SEE ELEV. SHEET 4 FOR SPACING SEE ELEV. SHEET 2 w WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM FOR � SPACING p; FOR SPACING U MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i 1BY v A AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2--3/8 MIN. WOOD BUCK g Z J oo TYPICAL ANCHORS: SEE ELEV. FOR SPACING N d• d d d la MIN d a. O �" W 0 t0 ° d d 0 1/4" DIA. ULTRACON BY 'ELCO •' ' (FU=177 KSI, Fy=155 KSI) IL N 4 .. d•S 4, •q Y d' .•.. d d d NO a a IL v MIN 1/4" HILTI KWIK-CON II (FU=163 KSI, Fy=157 KSI) 0 M c o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d I I 1-3/8" MIN. PENETRATION INTO WOOD 0 r '� r 21 39 N THRU 1 BY BUCKS INTO CONC. OR MASONRY V o Al 1-1/4 MIN. EMBED INTO CONC. OR MASONRY S 0 ari cn2 DIRECTLY INTO CONC. OR MASONRY h p� ) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 o 4 v `- 21 TYPICAL ANCHORS " DIA. SELF DRILLING SGREM$ (GRADE 5 CRS) 2 = SEE ELEV. SHEET 4 -� t�► 19 METRE STRUCTURE FOR SPACING META- INTO METAL STRUCTURES J rs .i STRUCTURE Z ii a TYPICAL ANCHORS W ;• I' see ELEV. SHEET 2 STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) Q :I FOR SPACING ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) ol (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I m 9 N 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) J N L INTO DADE COUNTY APPROVED MULLIONS (MIN. (NO SHIM SPACE) z 1O Nn v i Ij 1 39 cn ANCHOR EDGE DISTANC 0 w LE INTO CONCRETE AND MASONRY = 2-3/8" MIN. w ? !! !! I INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 1/2" MIN. j I-- N �' !E >x s !i . I g Z U7 _ O I CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. z g r s p� MIAMI-DADE COUNTY APPROVED C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 1500 PSI MIN. _ J o Wi MULLION & MULLION ANCHORS s� Z LL N SEE SEPARATE NOA SEALANTS: o to � M 4 00 ALL FRAME AND VENT CORNERS SEALED WITH N i! '! JOINT SEALANT. !i ii I !j Ij ITYPICAL ANCHORS a $ o B li ii I SEE ELEV. SHEET 2 c �, FOR SPACING z S jl I c U x 30 (D DIN !I jj a 21 7 19 2 Bo B1 39 cc� ow � 21 1/4- x 3/8" \ I N Vl 2 WEEP SLOT \ I AT EACH ENDI _ _ Engr: JA1�4'AHMAD �� cl CML N A ' c a i HFLA P``�� I� ,39592'. i dd d a. v °..e ° . C.k.iS 938 a ° a d. I °. Li spy ': d '� c °TYPICAL'°ANCHO�^a� � p LO��. z TYPICAL ANCHORS v , SEE ELEV. SHEET °4 ® drawing no. a SEE ELEV. SHEET 2 I TYPICAL ANCHORS FOR SPACING A FOR SPACING °. 1 BY SEE ELEV. SHEET 2 a W04-16 WOOD BUCK FOR SPACING sheet 7 of�2 Z � J 0 � � � W N a � N � TYPICAL ANCHORS W V SEE ELEV. SHEET 2 d FOR SPACINGle 0 W 8 a 1,4" MAX. o o :01 M SHIM 1/4" MAX. 0' � M o° 0IL Q Q A o SHIMS TYPICAL ANCHORS 0 Wr i SEE ELEV. SHEET 2 FOR SPACING lo 5 1 21 32 v v Q 3 LL METAL v. V. Z y g STRUCTURE ..I z Q J ---------------------------- --------- Q I .• v N 1-71 lBY Z 7 O 19 EXTERIOR33 21 WOOD BUCKS 3 8 D.L. OPG. g Z a Lu — Q VENT WIDTH ? � c z Z � r�i N wlNoow wIOTH _ I. >L -� SINGLE VENT WINDOWS CD TYPICAL ANCHORS o U O Q SEE ELEV. SHEET 4 U N g FOR SPACING 3/8" MAX. 1/2" MAX. TYPICAL ANCHORS SHIM SEE ELEV. SHEET 4 SHIMS FOR SPACING 40 f 40 gz oo o METAL Z W STRUCTURE .O G O O N Engn'JAVAD,A I u gQo_ .. CNgL; iv 2 FLA. PE #76582 \ fpA.N. 538 411 drawing no. W04-16 sheet 8 of 12 co TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SHEET 2 0 R SPAC SEE SPACELEV.INSHEET 2 O FOR SPACING Z ao m FOG E F 1/4' MAX. zI- 1/4" SHIM SHIMS aCL p CL N MAX. 1 BY O 0 M y 13 WOOD BUCKS v 14 v , a � --- ---- o z o 2 WOOD Bu < ._._. ._._._.•• ._._._. O — — _.._.. _.._.._..-•.. Z ODD STRUCTURE a O Pv e W LL LL z �'= TYPICAL ANCHORS O I O a Q w SEE ELEV. SHEET 4 D.L. OPG. FOEXTERIOR D.L. OPG. R SPACING a o E VENT WIDTH VENT WIDTH Z N 1/2" SHIM WINDOW WIDTH vl MAX, o w DUAL VENT WINDOWS ] LnLn XD ZLn 1 X 3 X 1/8- TYPICAL ANCHORS N1 X 4 X 1/8 SEE ELEV. SHEE/NG ZO 40 ALUM TUBE FOR SPA (6063-T6) 1/4" MAX. 1 4" SHIM TYPICAL ANCHORS / Z o / o O SEE ELEV. FOR SPACING SHIMS $ LO rn MAX. Q N g v. ---- --- � 2 WOOD BU _.._. _.._.._.._.. v r $u ODD STRUCTURE - g m 3� 1 0 I � g D.L. OPG. EXTERIOR D.L. OPG. a ri o � VENT MOTH VENT WIDTH g v o g 9 ry (A NI, m O 00 H 1 WINDOW WIDTH WINDOW WIDTH ' 2 W 'By SIDE BY SIDE WINDOWS WOOD BUCKS Engr•:JA AD'A1tW C F-LA. ?E Q.A.N.538 v o` r drawing no. 40 0 X011 W04-16 sheet 9 of 12 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SHEET 2 SEE ELEV. SHEET 4 FOR SPACING FOR SPACING I 0 1BY18Y Z n �. OD BUGK WOOD BU ad. WO a 4d6 a. a• o(4. d a 4 F W 11 zd O W Jr g 0' aw, °o I• I! `d vJ a = TYPICAL ANCHORS 39 O 0. Q q I 'I N in SEE ELEV. SHEET 2 a !j !' FOR SPACING !I U 8 1/4" MAX. IX II II ACCESS HOLE I SHIMS IQs z ?LL M 1cpY g o a w Ofa ij li i g ii !i I J Z II 'I aeq ii !1 I ° O LnW jljl I I. °' — — — — � N u G1 19 !I �i 1 BY ~z p 3 W 4 U WOOD BUCKS o. 3 w Z Q '` S ! ) WINDOW WIDTH ? Z to 2 M n O �/ z Z) M m Ln 2 � � � o 19 TYPICAL ANCHORS p LO g a' 4 SEE ELEV. SHEET 4 U 0 Q � j jj O FOR SPACING V N M z P4 j i 1/2- MAX. I• I• SHIMS ij ii o [W-I i 4 1 s iii Z ii !i 4 4D N 1 c; i. .. i W ji i I8 o i! !! go Z!! C c i o � Zl� o i 4 4 ACCESS HOLE ACCESS HOLE WOOD BUCKS , I! II II •I v` in mom •- 1 BY c a> 4 39 a, 3 2 o 0 o 0 0 N M a \ M1 d EIgr:•JAVAQ,•AHMAD da 44 a CNIL S a d a• ° d a. FIA, PE # 70592 o e 9 Si at 4 Ys I TYPICAL ANCHORS Q ? :6 ' TYPICAL ANCHORS SEE ELEV. SHEET 2 a I SEE ELEV. SHEET 4 drawing no. FOR SPACING FOR SPACING oc� woo-16 sheet 10 of 12 • Imo----2.028 1.828 [1 U 562 .062 NP. 1.938 .683 .062 TYP. Z 875 p 2.885 .090 1.375 •062 2.625 .125 Hy N Zd 2 Of 1.885 .688 1.399 1.934 .062 it 1 0 C O q078 p W M 1.906 b-.978�I Imo-4.500 p V 1.736 1.704 v 0 2 FRAME HEAD/SILL 4 HORIZ. IMPOST19 VENT STILE 39 p' & � 2 g p CL 4c 3.062 FLUSH ADAPTER HEAD/SILL p a �Q 2.562 6.124 a � . 0 $� 181683 Z N = -� , .062 w _ .062 C} MM J TYP. Q g 2.000 1.708 25 8 t1 2.125 .141 1.906 ^ L062 g Z cn N v I W 25 N-• po .-. u) 1.250L-2.500 ".500 1 FRAME JAMB 13 VERT. IMPOST 4d W Z w - ¢ -■-{ •750 Id- 312 FLUSH ADAPTER JAMB N I 1 g = 2.000-1 .304 ? Z M `n 062 z g r r7 a 2.000 �' 062 .062 .469I F li z 1.875 0 2.500 I .958�-I-� p V � a v .875 U Lt, 0 X- N g GLAZING INSERT 875 12 22 RIGID PVC 2.125 2.500 p-.d90 N 3 1.203 FRAME JAMB (FIX.) s FRAME HEAD/SILL (FIX,) 2d CORNER KEYcn o ,110 .734 ' 2.750Zrit N .050 TYP. z .969 •907 875 .094 .062 TYP _� 1.583 �i .91.2 L 1.315 p 9 11 �2.187� � � NOO � O •� GLASS STOP (FIX. LAM. GL.) SNAP COVER (FIX. LAM. GL.) 5 JAMB ANCHOR CLIP 14 IMPOST ANCHOR CLIP 250 .0 =- -1-072- .110 Enbr:� AD�AI1Ab4G u o 08 562 -cmL TYRFLA' PF' •701592 050 TYP. 1.561 -� C.A.N. 538' r 875ni p .969 907 _� 535 O 0 .535 bS v .945-d 1,699 drawing no. ,d �.542� 12 738 W04-16 GLASS STOP (FIX. LAM. INSUL. GL.) SNAP COVER (FIX. LAM. INSUL. GL.) 7 FRAME HINGE 6 VENT HINGE "� tole sheet of 2 35 O 20 36 O h J H w � ,Sw N 4. O m U a � / oc o � oQ OWg //0y 03 � a i iii � 0 N to 4 LLI 00 U Z N 3 W U) o z v FRAME CORNER a VENT CORNER Z_ Ln z gi\ M rn to VC,4 " o O 38 to o M ; m � .o Soo •V I II o En4r.7 JAVAD AHMQ'. FIA.•PE # 70592 "a QA.N 538 y LU drowing no. 37 IMPOST CORNER W04-16 sheet 12 of 12 DAYLITF OPENINGS; DLO WIDTH FRAME WIDTH 194 1/4" MAX' - 3.937 DOOR WIDTH NO. OF PANELS CLUSTER OF ANCHORS 2 1/2" DLO HEIGHT = FRAME HEIGHT - 5.500 5" AT MTG. STILE & INTERLOCK AT 2-1/2" O.C. FALSE MUNTIN g" 2 1/2" MAX. TYP• SEE HEAD ANCHOR CHART ON SHEET 3 OPTIONAL 3 FOR QUANTITIES Z 2 1/2" MAX. HEAD/SILL A C --- p �P CLUSTER OF HEAD ANCHORS CORNERS _ HEAD/SILL SEE CHART ON SHEET 3 I CORNERS FOR QUANTITIES ^\\, g :: ga N 0 ` 1-1 LG O c) a � o LL `- 11 Q h aha 35 +{ p alta OR jV al Q (ZD II II _ E1 z 0 00 yl- e W \ W \ II N C_9 u0 N L9 M = - Z O -- --IL-------- � � � I W \ 4! \ a a o -j W -I -1 r oo g W v, T _ - 0 p0O n Z WZ N °tp W 8 a II N p II M 11 � ZuT � Nn � rn 2, 3 OR 4 ANCHORS �� ^ AT 2-1/2" O.C. 62 /� =it----- c� Z AT FRAME SILL i ii w � (SEE ANCHOR CHART SHEET 3.1) Ua _ j ii N � � VU / / g (T 44 5/8" 44 S/$" 8 zo JAMB OPTION W/O ANCHORS D.L. OPG. O.L. OPG. 2 1/2„ N ma ° 4 (120" MAX, DOOR HEIGHT USING ITEMS #35 OR #36) TYP• \ 0 R 50 1/4" NOM. L) � o o 50" NOM. 4, 6 $ ANCHORS m N --�N PANEL WIDTH AT MTG. STILE & INTERLOCK m PANEL WIDTH AT 2-11/2" O.C. SEE SILL ANCHOR CHART ON SHEET 3.1TYPICAL ELEVATION FOR CAPACITY SERIES-2400ST ALUMINUM SLIDING GLASS D00TESTED UNIT (oxxo) (LOWER CAPACITY OF HEAD OR SILL MAY CONTROL) v " fn C iD GD M1 lV SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o 0 0 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ° o = USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. � DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ANCHOR CHARTS (HEAD OR SILL) WILL APPLY TO ENTIRE SYSTEM. TO TRANSFER LOADS TO THE STRUCTURE. Engr. JAVAD AHHM� ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS DOORS MUST COMPLY WITH EGRESS REQUIREMENTS AS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FIA PE 70592 APPLICABLE PER FBC. C.A.N.+ 538, ; ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE �` NOT PART OF THIS APPROVAL. u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 01 --75 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. $ sheet 1 of g DESIGN LOAD CAPACITY - PSF ITEM NO.PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS A!�U x PANEL to NOMINAL DOOR HEIGHT 9/16" GLASS 1 2400ST-038 1 FRAME HEAD 6063-76/6005-T5 - 4" P i INCHES INCHES EXT.(+)/INT.(-) 1A 2400ST--018 1 ALT. FRAME HERD o 30 6463-T6 - 3 131'0 22400ST-039 1 FRAME SILL 6005-T5 - Z 36 131.0 2A MOST-010 1 ALT. FRAME SILL 6005-T5 - O Z 42 96 131.0 3 2400ST-042 2 FRAME JAMB 6063T6 - d M.I - 48 131.0 3A 2400ST-001 2 ALT. FRAME JAMB 6063-T6 Q O O 54 131.0 4 2400ST-008 1/MOV, PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 - 0 60 131.0 3 5 2400ST-009 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 6063-T6 - Q; 0 W 131.0 6 2400ST-006 1/MOV. PANEL TOP MOVING RAIL 6063-T6 - v 366 131,0 h 7 2400ST-007 1/FIX. PANEL TOP FIXED RAIL 8063-T6 - 0 M 42 102 131.0 8 2400ST-004 1/FIX. PANEL JAMB FIXED STILE 6063-T6 In 48 131.0 '" () (L Q 54 131.0 9 2400ST-002 1 JAMB FIX. STILE/LOCK STILE 6063-T6 - 0 ca h - 10 2400ST-037 1/ PANEL INTERLOCK 6005-T5 - 0 30 131.0 11 2400ST-005 1 MEETING STILE6005-T5 - Q M � 2 E 42 36 108 131:0 0- NG.WIDTH BETWEEN FIXED PANELS) 6063-T6 12 2400ST-012 1 THRESHOLD FILLING TRACK (LENGTH OP - J " 13 2400ST-011 - SILL TRACK ANCHOR 6005-T5 - Q 48 1310 30 131.0 13A - 4/ CLIP 1/4-20 X 3/4" I.G. SOCKET HEAD CAP SCREWS ST/ST - 36 131.0 14 2400ST-019 1 HEAD ADAPTER (LENGTH - OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 = V 42 114 131.0 15 2400ST-031 2 SILL TRACK PLATE (5-1/4" X 1/4" X 4" LONG) ALUMINUM AT EACH END Z a 15A 2400ST-031 3 SILL TRACK PLATE (5-1/4" X 1/4" X 9" LONG) 48 131.0 rn ALUMINUM AT INTERLOCK/ASTRAGAL STILES a 16 240DST-032 - 30 131.0 6063-T5 6" LONG o W MTG. RAIL THRESHOLD SEAL 17 #10 X 1/2" 2 WEATHERSTRIP FASTENERS 36 119-1/2 131.0 18 V-027 - BULB W'STRIPPING - - 42 131.0 VINYL FP-712 PROTOTYPE 48 128.7 19 WV-2310 - FLAP WEATHER SEAL VINYL WIBORG Z 30 120,0 20 V--026 - BULB W'STRIPPING VINYL FP-198 PROTOTYPE 36 120 120,0 21 W31265NK - FIN PILE W'STRIPPING - ULTRAFAB g T N n 22 Q250X270 Q-LOA W'STRIPPING SCHLEGEL Z Lo 1`0 to 42 120.0 -- .- 48 120 0 24 V-020 AS REQO. GLAZING GASKET (9/16" IMPACT CLASS), DUROMETER 7515 SHORE A VINYL WV-1429 WIBORG N M � 30 120.0 26 100-7101 2/MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS INTL. CJ Ln N Z Lo 36 126 120.0 27 10-0030XX 1 STANDARD SLIDE SET LOCK (3 PLY METALLIC} - WORLD IND. PRODUCTS INTL. I _ 28 - i LOCK KEEPER _ w . 42 1200 - Uo 48 120.0 29 - - DOOR BUMPER - 1" DIA. X 3/4" LONG 1 N 30 120,0 30 2400ST-040 AS READ. INSIDE SCREEN TRACK 6063-T6 - 36 132 120,0 31 #10 X 1-1/2" 2/ PANEL PANEL ASSBY. SCREWS ST/ST - 42 F::7120.0 32 #10 X V. 2/ CORNER FRAME ASSBY. SCREWS 48 120.0 33 ` 2 4-1/4" X .060" X 6" LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 - - 5/8" X 1-1/2" X .1" PLATE CSD LOCK STILE BOTTOM ALUMINUM FASTENED W/ #8 X 3/8" FH SMS 8 c MAX. DOOR UNIT WIDTHS TO BE LIMITED TO 194--1/4 IN. 35 2400ST-071 1 FREE STANDING JAMB (FIX. SIDE) 6005-T5 p v N AB BE USED WITH SINGLE NOM, PANEL WIDTHS PER 36 2400ST-072 1 FREE STANDING JAMB (OPERABLE SIDE) 6005-T5 ABOVE CHART _ a W 1/4" HEAT STREN'a GLASS SEALANTS: .090 INTERLAYER ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND IN SENTRYGLAS BY 'DUPONT' HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH -b .ICJ o N WHITE/ALUM COLORED SEALANT. � 1/4" HEAT STREWD GLASS .M AAle n vi ro ri 0 0 0 0 slucoNE LOCKS: tt ; o s DOW CORNING 995 ;? c x _ i SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41-1/2- FROM BOTTOM WITH :t ji I KEEPERS AT LOCK POSITION. 5 11' M j II VAO Engr: JAI _ CIVL N 11 0 " Ij I FLA. PE >� 70592 a W ,j I Ii j 24 C.A. .t 31538, I' NI v F+ I NOTE: W GLASS CAPACITIES ON THIS SHEET ARE UN L�JLUI BASED ON ASTM E1300-04 (3 SEC. GUSTS) f drawing no. AND FLORIDA BUILDING COMMISSION � , W01 -75 DECLARATORY STATEMENT DCA05-DEC-219 : GLAZINGDETAIL ', sheet 2 of Q DESIGN LOAD CAPACITY - PSF (HEAD ANCHORS) LO ANCHORS TYPE A ANCHORS TYPE B ANCHORS TYPE C 1/2" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/2" MAX. SHIM SPACE 1/4" MAX, SHIM SPACE 3/8" MAX. SHIM SPACE 1/2" MAX. SHIM SPACE o 2 ANCHORS 3 ANCHORS 4 ANCHORS 2 ANCHORS 3 ANCHORS 2 ANCHORS 3 ANCHORS 2 ANCHORS 3 ANCHORS 4 ANCHORS 2 ANCHORS 3 ANCHORS 4 ANCHORS 3 ANCHORS 4 ANCHORS 5 ANCHORS 4 ANCHORS 5 ANCHORS 6 ANCHORS Z n AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE O STAND. JAMB STAND. JAMB STAND. JAMB STAND, JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND, JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND, JAMB no w 4 ANCHORS 6 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 10 ANCHORS 8 ANCHORS 10 ANCHORS 12 ANCHORS 2 AT MTG, AT MTG. Afi MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG, AT MTC. AT MTC. AT MTG. AT MTG. AT MTC. AT MTG. AT MTG. AT MTG. AT MTG. O 0 IL v PANEL MOTH STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS � NOMINAL DOOR HEIGHT EXT, (+) EXT. (+) EXT. {+) EXT. {+) EXT. (+) EXT. (+) EXT. (+) EXT. {+} EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT, {+) EXT. (+) EXT. {+) EXT, (+) EXT. (+} EXT. (+) EXT. {+) �; Q U. iNptEs INCHESIL INT. (-) INT. (-) INT. (-) INT. (-) INT, (-) INT. ( ) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-} INT. {-) INT. {-) INT. (-) INT. (-) INT. {-) INT. (-) INT. (-) INT. (-) 0 30 124.0 131,0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131,0 131.0 131.0 131.0 131.0 131.0 131,0 131.0 131.0 131.0 V A M 36 103.3 131.0 131.0 131.0 131.0 131.0 131.0 126.4 131.0 131.0 131.0 131.0 131.0 127.3 131.0 131.0 131.0 131.0 131.0 Q�a i(n g 42 96 88.6 131.0 131.0 131.0 131.0 131.0 131.0 108.4 131.0 131.0 112.9 131.0 131.0 109.1 131,0 131,0 119.0 131.0 131.0 O IL h O `i 48 77.1 115.6 131.0 120.8 i 31.0 116.0 131.0 94.8 131.Q 131.0 98.8 131.0 131.0 95.5 127.4 131,0 104.1 130.2 131.0 da 0 54 88,9 103.3 131.0 107.3 131.0 103.1 131.0 84.3 126.4 131.0 87.8 131,0 131,0 84.9 113.2 131.0 92.6 115,7 131.0 Q 3 '� Z � ` 60 62.0 93.0 1 124.0 96.6 131.0 92.8 131.0 75.9 113.8 131.0 79.0 118.5 131.0 76.4 101.9 127.4 83.3 104.2 125.0 30116.7 131.0 131.0 131.4 131.0 131.0 131.0 131,0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 Q 36 97.3 131.0 131.0 131.0 131.4 131.0 131.0 119.0 1 131.0 131.0123.9 131.0 131.0 119.8 131.0 131.0 130.7 131.0 131.0 42 102 83.4 125.0 131.0 129.9 131.0 124.8 131.0 102.0 131.0 131.0 106.2 131.0 131.0 102.7 131.0 131.0 112.0 131.0 131,0 48 72.6 108.8 131,0 113.6 131.0 109.2 131.0 89.2 131.0 131.0 92.9 131.0 131.0 89.9 119,9 131.0 98.0 122.5 131.0 mi 2 N 54 64.8 97.3 129.7 101.0 131.0 97.0 131.0 79.3 119.0 131,0 82.6 123.9 131,0 79.9 106.6 131,0 87.1 108.9 130.7 1 30 110.2 131,0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131,0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 o W 0 91.9 131,0 131.0 131.0 131.0 131.0 131.0 112.4 131.0 131.0 117.0 131.0 131.0 113.2 131.4 131.0 123.4 131.4 131.0 0 o 42 t OS 78.7 118.1 131.0122.7 131.0 117.8 131.0 96,3 131.0 131.0 100.3 131.0 131,0 97.0 129.4 131.0 105.8 131.0 131.0 48 68.5 102.8 131.0 107.3 131.0 103.1 131.0 84.3 126.4 13110 87.8 131.0 131.0 84.9 113.2 131.0 92.6 115.7 131.0 to 30 104.4 131.0 131.0 131.0 131.0 131.0 131.0 127,7 131.0 131.0 131.0 131.0 131.0 128.7 131.0 131.0 131.0 131.0 131.0 _ Q 36 87.0 130.5 131.0 131.0 131.0 131.0 131.0 106.5 131.0 131.0 110.9 131.0 131.0 107.2 131.0 131,0 116.9 131.0 131.0 cn _ 42 1 14 74.6 111.9 131.0 116.2 131.0 111.6 131,0 91,2 131.0 131.0 95.0 131.0 131.0 91,9 122.6 131.0 100.2 125.3 131.0 ~ 04 - 48 64.9 97.4 129.9 101.7 131.0 97.7 131.0 79.8 119.8 131.0 83.2 124.7 131.0 80.4107.3 131.0 87.7 109,6 131.0 Z M N 30 99.6 131.0 131.0 131.0 131.0 131.4 131,0 121,9 131,0 131.0 126.9 131.0 131.0 122.8 137.0 131.0 131,0 131.Q 131.0 c�N 0) 36 119-1/2 83.0 124.5 131.0 129.3 131.0 124.3 131.0 101.6 131.0 131.0 105.8 131.0 131.0 102.3 131.0 131.0 111.5 131.0 131.0 N � i 42 71.2 106.7 131,0 110.9 131.0 106.5 131.0 87,0 130.6 131.0 90.7 131.0 131.0 87,7 116.9 131.0 95.6 119.5 131.0 LO = 48 61.9 92.9 123.9 97.0 131,0 93.2 131.0 76,2 114.3 131,4 79.3 119.0 131.0 76.7 102.3 127.9 83.6 104.6 125.5 w 30 99.2 131.0 131.0 131,0 131.0 131.0 131.0 121.4 131.0 131CN ,0 126.4 131.0 131.0 122.2 131.0 131.0 131.0 131.0 131,0 36 82.7 124.0 131.0 128.8 131.0 123.7 131.0 101.1 131.0 131.0 105.3 131.0 131.0 101.9 131.0 131.0 111.1 131.0 131.0 42 y 20 70.9 106.3 131,0 110.4 131.0 106.1 131.0 86.7 130.1 131.0 90.3 131.0 131.0 87.3 116.5 131.0 95.2 119.0 131.0 48 61.7 92.5 123.4 96.6 131.0 92.8 131,0 75.9 113.8 131.0 79.0 118.5 131,0 76.4 101.9 127.4 83.3 104.2 125.0 30 94.5 131,0 131.0 131.0 131.0 131.0 131.0 115.6 131.0 131.0 120.4 131.0 131.0 116.4 131.0 131.0 126.9 131.0 131.0 z s , 36 78.7 118.1 131.0 122.7 131.0 117.8 131.0 96.3 131.0 131.0 100.3 131.0 131.0 97.0 129.4 131.0 105.8 131.0 131.0 Soo 42 126 67.5 101.2 131,0 105.1 131.0 101.0 131.0 82.6 123.9 131.0 86.0 129.0 131.0 83.2 110.9 131.0 90.7 113.4 131.0 2 a m 48 58.7 88.1 117.5 92.0 131.0 88.4 131.0 72.2 108.4 131.0 75.2 112.9 131.0 72.8 97.0 121,3 79.3 99.2 119.0 3 U 30 90.2 131.0 131.0 137.4 131.0 131.0 131.0 110.3 131.0 131.0 114,9 131,0 131.0 111.1 131.0 131.0 121.2 131.0 131.0 (D � a g� 36 75.2 112.7 131.0 117.1 131.0 112.5 131,0 91.9 131.0 131.0 95.8 131.0 131.0 92.6 123.5 131.0 101.0 126.2 131,0 42 132 64.4 96.5 128.8 100.4 131.0 96.4 131.0 78.8 118.2 131.0 82.1 123.1 131.0 79.4 105.9 1 131.0 86.5 108.2 129,8 48 56.1 84.1 112.1 87,8 131,0 84,4 126.6 69.0 103.5 131.0 71.8 107.7 131.0 69.5 92.6 1 115.8 75.7 94.7 113,6 p o .T ��iQDucf ikgv " N ��wMA!�i�1e4l11e� z NOTE: - Engr. JAVAO'41HIM0 cv q o SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. ` cnnn� N FLA..OE 70592 USING CHART ON THIS SHEET SELECT ANCHOR OPTION WITH DESIGN C:A.N. 1538 , RATING MORE THAN DESIGN LOADS REQUIRED. j ' " Y LOWER DESIGN PRESSURES FROM GLASS OR HEAD OR SILL ANCHOR b 9LIJ CHARTS WILL APPLY TO ENTIRE SYSTEM. drowing no. F r ' W01 -75 sheet 3 of 9 DESIGN LOAD CAPACITY - PSF N SILL ANCHORS . a 2 ANCHORS 3 ANCHORS 4 ANCHORS Z h AT FREE AT FREE AT FREE STAND. JAMB STAND. JAMB STAND. JAMB O 4 ANCHORS 8 ANCHORS 8 ANCHORSLG a N g AT MTC. AT MTG. AT MTG. 0 O PANEL WIDTH STILE ENDS STILE ENDS STILE ENDS �j NIDOOR HEIGHT EXT. (+) EXT. (+) EXT. (+) X Q IINCHES INCHES INT. (-) INT. (-) INT. (-) 30131.0 131.0 131.0 D 36 130.3 131.0 131.0 C ri 42 96 111.7 131.0 131.0 0 a M Q ovj 48 97.8 131.0 131.0 0 0�� 54 86.9 130.3 131.0 Q 60 78.2 117.3 131.0 V„ 3 = 30 131.0 131.0 131.0 J Cs 36 122.7 131.0 131.0 Q g 42 102 105.1 131.0 131.0 L _ 48 92.0 131.0 131.0 U 00 54 81.8 122.7 131.0 Z cm 30 131.0 131.0 131.0o W Ln 36 108 115.9 131.0 131.0 S 42 99.3 131.0 131.4 48 86.9 130.3 131.0 30 131.0 131.0 131.0 Z 36 114 109.8 131.0 131.0 42 94.1 131.0 131.0 :) I.S.. N N 48 82.3 123.5 131.0 Z Lo n M 30 125.6 131.0 131.0 o j M 36 104.7 131.0 131.0 119-1/2 N Z o 42 89.7 131.0 131.0 48 78.5 117.8 131.0 w U O 30 125.1 131.0 131.0 Of N N M w 36 120 104.3 131.0 131.0 42 89.4 131.0 131.0 48 78.2 117.3 131.0 30 119.2 131.0 131.0 W 36 126 99.3 131.0 131.0 8 42 85.1 127.7 131.0 0 AMM !!re 48 74.5 111.7 131.0 1 Z 022c 30 113.7 131.0 131.0 1ff 36 132 94.8 131.0 131.0 z z d 42 81.2 121.9 131.0 -01 NOTE: 46 1 71.1 106.6 131.0 N SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. .o a ri No 00 USING CHART ON THIS SHEET SELECT ANCHOR OPTION WITH DESIGN .9 - RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR HEAD OR SILL ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. b Engr: JAVA I�HM, r N 9 0 CML\ FLA.,-PE # 70592 0 C•A.N .14$j%;'I'l" jj + v° $ v drowing no. W01 -75 sheet 3.1 of g a CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY ! SEE SHEETS 4 & 5 FOR FRAME ANCHOR INSTALLATIONS. 14 AT HEAD g a- 12 AT SILL OO A C S _ ---------- a O I" O � QQ � B D I 0 �U OX(SHOWN) a w - _: -- - - ---... __.. ---- - --- 11. Z N - _ XO 4z t� Z N 14 AT HEAD N A G 12 AT SILL v W cn B D -- ------ - m I- N � Z o M I --- -- - - g h do OxoZLc tV to LO = M o a � 04 14 AT HEAD A C 12 AT SILL /pgp{J�'1YI u WA do"01i11r. g ` 1 A� e o I oxxo Q O � APPROVED CONFIGURATIONS 0 Engr: 4AVp'MM - FLA.' PE�l 7059L'' C.A.N. 3538 drawing no. W01 —75 sheet 3.2 of 3 1BY OR 2BY TYPICAL ANCHORS U TYPICAL ANCHORS METAL a WOOD BUCK 1BY OR 2BY W000 BUCKS AND METAL STRUCTURES NOT BY RC ALUMIN CLUSTERS u� IN CLUSTERS STRUCTURE - 0 MTG. STILE & INTERLOCK ENDS (SEE BUCK NOTE SHEET 1) MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND ® MTG. STILE & INTERLOCK ENDS j SEE HEAD ANCHOR SCH. TRANSFER THEM TO THE BUILDING STRUCTURE. SEE SCM. AT SHEET 3 FOR QUANTITIES AT SHEET 3 FOR Q ANTITIESQD M EbGE DIST. Z a EDG DIST.°'° 4° a d ° ° ut TYPICAL ANCHORS C J 44 . v� EbG£• IST. IN CLUSTERS Fj °. :° a : 4 O'MTG.'STILE,& INTERLOCK ENDS CL N I z N v ° 1 ° 4 SEE HEAD ANCHOR SCH. M 4 Q CONCRETE 3 KSI_MIN.°• AT�SHE6T°3• FOR QUANTITIES �z � O � v In ° .O AT HEAD N N M a w Ow 20 7 a N TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 a a{v a A C g � — — — — — — �o~o� _ v, —AT HEAD � .0 II! _ TYPE •A, 'e( �i 3 a! a 11I wW r Inftlt Z g (9 1/4n X 2-3/4„ HILTL KWIK-CON II (Fu=163 KSI, Fy=157 KSI) s I ! ! THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE z iil Iii 2 iil Iii 1-3/8” MIN. CONCRETE EMBEDMENT Q w g 14 ,! I �, TYPE 'B, 1/4" X 2-,3/_4" HILTI KWIK-CON II (Fu=163 KSI, Fy=157 KSI) J Z 04 II• •Ir , I II II I ... I lil if l I lil li! I I DIRECTLY INTO CONCRETE, 1-3/4„ MIN. EMBEDMENT I v m � W to TYPE ill Iii � � id Iii i ,1,14” TEKS OR SELF DRILLING SCREWS (Fu=92 KSI, Fy=120 KSI} N INTO METAL STRUCTURES OR APPROVED MULLIONS KNALUMINUM : 1/8THKMIN. (6063-T5 MIN.) '5E p Q I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I � � � cel in c' L J Y H Ii' i! i o r !. o o Z N a� — r- 1 T W ci �C id I,! I 33--- N lil I;! — — — —AT SILL — -- — v g M eq W is I I z j: I 0 7 Q Zd I I' I ui I I' 1/4' DIA HILTI KWIK-CON j (Fu=163 KSI, Fy-157 KSI) IP I"! - - --� W r------------- -- !I -n-- DIRECTLY INTO CONCRETE, 1-3/8" MIN. EMBEDMENT zch . = ii I — —AT JAMBS W U � �!I li if:l I:I f� � � I! !I I I I I jl Ii j 1/4" DIA. HILT[ KWIK-CON II (Fu=163 KSI, Fy=157 KSI) 1 iif Iri l I I I iil Iii 1 i N, .Ij I THRU 1BY BUCKS, 1-1/4 MIN. CONC. OR MASONRY EMBED. l I I I I I 34 I I I I !l !! 1 INTO 2BY BUCKS, 1-3/8" MIN. WOOD EMBEDMENT / DIRECTLY INTO MASONRY OR CONCRETE v l !!I pi 12 j if 1!! I 1-1/4" MIN. MASONRY OR CONCRETE EMBEDMENT I 120 i I li! 2 I l lil li! I I 1/4" TEKS OR SELF DRILLING SCREWS (Fug 92 KSI, Fy=120 KSI) 8 � I I. I i !; INTO METAL STRUCTURES OR APPROVED MULLIONS °o 4 I I�!' 1 i ' if Iii , STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) c 26 i l l l I ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) La z 30 O i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) °' Z I ! I l L — — — I III iii j l I ANCHOR EDGE DISTANCES t3 I III - IIJ I 2 i i 5 INTO CONCRETE = 2-1/2" MIN. o 0 0 I I ��AUCTIv>I��III INTO WOOD STRUCTURE = 1" MIN. 13A iA the INTO METAL STRUCTURE = 3/4" MIN. �. z -- - ------ s{" 12^6225!19_CONCRETE AT HEAD, SILL OR .IAMBS Cc = 3000 PSI MIN. . . . . . . . . . . . . . . . . �t�Me f a . _C-90 HOLLOW/FILLED BUCK At JAMBS f'm m 1500 PSI MIN. • HIGH STRENGTH NON SHRINK . . .'. .'.'. 15 . . . . . POURED & HARDENED GROUT hV Engr: JAVAD AHMAP'.•. a� t 4 fSC = 5000 PSI MIN. 4 CIYI;(\ \ v NOT BY R.C. ALUM - a v FLA PE 70592 v 4 19. ° ° ° ° Q.A.N. 338' 4 a MUST TRANSFER SHEAR 4v CONCRETE •�' KSI ;GE DISC. r g a ° 4 W1 ° LOADS TO STRUCTURE °. v n AT Slid EE NOTE ° �{ CONCRETE 3 KS`I IUf(V. ° W2 ° ^ .I ° o. a 4 v o (. AT SILL TYPICAL ANCHORS drawing no. 4 OR 6 0 MTG. STILE WEEPS:INTERLOCK �� SEE SILL ANCHOR SCH. W 1 - 2-1/2" WEEP NOTCH AT SILL CENTER C W0 --75 AT SHEET 3.1 FOR CAPACITY W2 = 1" NOTCH AT EACH END T '. % sheet 4 of Q METAL 16Y OR 26Y WOOD BUCKS AND METAL STRUCTURES NOT 8Y RC ALUM to STRUCTURE MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND � PANEL WIDTH TRANSFER THEM TO THE BUILDING STRUCTURE. D.L.O. 14 AT HEAD 0 ~ 8 F( 21 10 O 12 AT SILL O 11 g � CL 0 w O 0 wo (f)_ 27 Q, —_=_: _- O ..:;.:. Cf 21 - _ 0 Wf _ _ _ _- Wz -------- - - - r---____ - -- -- _ _ __ - _ .. 3 OZ J 049 13 TYPICAL ANCHORS 1/2" MAX. SEE ELEV. FOR SPICING SHIM D.L. OPG. 16 18 N PANEL WIDTH 5/8" MAX. SHIM PANEL WIDTH UPTO 55" WIDE Z > DOOR WIDTH 1/2" MAX. SHIM 9 � Q PANEL WIDTH UPTO 60" WIDE EXTERIOR PANEL WIDTH j F- N TYPICAL ANCHORS ZLn SEE ELEVATION FOR SPACING (4) 1/4-20 X 3/4" M.S. D.L.O. y' M N AT 1-1/4" O.C. -� �' o � � � � N < U_ N W _j TYPICAL ANCHORS __._. . . SEE ELEV. FOR SPACING = -......- _ _ - - - --- - - - - Vv 41 e 9 ALTERNATE 70 NA 21 JAMB FIXED STILE ^ _ z N N u o _ � a _. -- Q W U _ . — � a � � ----------- 00 w; om g a .5 o a a � c. a L O r_ ca x DOOR WIDTH wrj w o ��11tJCYAY1�iiY ."t N IMM C o Wftb 60 Ertgr:'JAVA• • 11l+D u o_ \CIVIL S a z rJ, FLA,, PE G�S� o �nat�l� { d r . i a ai SILICONE C.L °� DOW CORNING 790 5/8" MAX, SHIM drawing no. PANEL WIDTH UPTO 55" WIDE YY0 g 1 —75 1/2" MAX. SHIM �Q I �I � PANEL WIDTH UPTO 60" WIDE V (sheet eet 5 of Q V a I 0 ' I 0 ti J H W °- ICL I0 O 21 c � LL vL ,r ---- ri L-------- ` ! 7 O � � O IBJ G -iy'"-----� , ' h O I,J GJ I I V rMMl ALT. 20 ALT. (or a 20l �I�� :'i i' : I p n Q G - I In 2 I I z N ill I.; I a w 11 I. I ' ;il Iii ;!I li; N w .. ALT. N 1---9 o Lj 8 W til lid i 33 iil Iii = _ _ R - --a --- --- r N tn !! I!! _ !! ! -------- , I— M oNi N z Ln L` Vi to Ill Iii I U ago — I !i. ;I I I ' , I , W N 2 34 I ! I I i to i9 V 12 iii Iii i r-- r !F .11 2 i 20 I En li� A. 1 II 3A go $ � 26 I iil Iii ' II �) 2A Ij �� U�, I.I I I:` 11CIEA�jiV!>it�D 0 a N U � Lr-'Z.1 1 I ALT. I I I ' r ijy �i ALT. ' i f„I li 5 A+ +Nelahh nCL EXTERIOR o o 13 I I III I JI II , I II II II 'I II = x r In ul I I n u � I rr II << I I IR II I IIL- I 4 II r- �J C � $+ o N C MO O M 6 - ---- 00 O O C 15 Engr: JAVAD AH ¢NIL S FLA.A. PE 0�`�92 r I r CAN. 35 T v ILLUSTRA ED ALTERNATE DOOR FRAMES THIS SHEET SHOWS ALTERNATE DOOR FRAMES WITH OUTSIDE SCREEN OPTION. drawing no. HEAD/SILL/JAMB INSTALLATION FOR THESE FRAMES IS IDENTICAL TO W01 -75 STANDARD FRAMES INSTALLATION AS SHOWN ON SHEETS 4 AND 5. + sheet 6 of 9 5.499 2 235 187 2.062 rn 1,906 I .078 .078 1.475 Z 1.875 .188 1.812 1.913 L 1.375 ,250 i.613 1.175 N . .062 `�� 1.723 2 N i I � .500 O G � v 2.085 2.806 I L i.234 2.187-JI L.344 # �. 5,016 1.374---=•I 0: p t t 4 HEAD ADAPTER ,3 SILL ANCHOR 1.718 L 1.5698 0 6 n FRAME HEAD 0p 3.000 -2.684-70'O �m g •078 O FIX. TOP RAIL MOV. TOP RAIL 0 E <04 5.016 .250 0 0 t- .187 .0 1.718 1.569 Q to 1.764 1.564 1 Z N- 125 .10 .d z cNq 2.254 188 1.812 2.647 .500 .500 Q w d Z F F- 2.274---�! - U 4.562 2.594 2.378 2.313 Z N I�-2.085 2,806 O LOCK STILE 060 1.396 070 a W W 6.066F1.908 L0 t o 243 1.768 860 I I L.374J NALT. FRAME HEAD1.254J za5.562 1.674 � 2.531 ,078 I cV � .156 0 1.913 1 t MTG. STILE 0 FIX. BOTTOM RAIL 0 MOVING BOTTOM RAIL Z � M N 1.s8a � 1.684 N � z i .156 I T P5 3.375 I I tN (,j O m J F�- -2.750--- �I p0 �C F 250 � [v 10 INTERLOCK 2.187 1.768 87 2.216 1.792 .587 1.125 e J4.562 tlkw�iGvi" $ z o 4.872 4.574 .090 r Nt 1�'letlrr, � N O u � 1.564 860 .090 g m W Q FRAME SILL _� TYP. 2.647 ZZ /� o 2.635 5.562 �` 4 ►- v a c 1.000 1.076 1.076 O FIXED STILE o R p N G c 2.520----1 •In 5 c ad r7 ni •� O O O O Q FRAME JAMB 3A ALT. FRAME JAMB oc U. 3.375 .125 .250 VAD AHMAp Engr. JA �� o 062 CML:. -F- 2.688 FLA, PE �705R� '' + 687 CAA. 538 1.584 �tl�+r, H c .� D--- aa• 4.872- --_� + .437 5.687 -� ! 'r drawing no. 2.498---� � ti� �;t �` W01 -75 O ALT. FRAME SILL 12 THRESHOLD sheet 7 of 9 Va ' �1.684-1 �1.684� �� h .313 .313 I 0 ,125 125 o F n I" Z W n. a. 0 .090 O o v 1.939 a 2.635 p 6.380 6.380 H .090 a � 3� 3.174 1.792 LL aW �� 34 3 .674 _ .313 _ U —j Z N o WL!Ix IN-4 Sx IN-31Ix IN"4 Sx IN�3 0 3.025 4.031 1 113.336 1 4.051 1 [� FREE STANDING FRAME JAMB FREE STANDING FRAME JAMB 35 FIXED SIDE 36 OPERABLE SIDE Z � 8 N — ¢ N Z_ NM i v> ^ V, rn o � 3 - N N I - � E 35 36LO N N � n 8 21 . ` P�WAlJ�'A�'Yltllr� W"me z c vzi Iwo c � CA � l� o ................ _ tlhlbe c a lo IRRIZI 4 d' d N O O O 29 'd a Eng: JAVA I M&W 35 �N1C•77pp ,, o 21 FIA PE _ poi MIN. &AMAX. MIN. & MAX. GAP $ u MAX. FRAME X11, /i ,I .; v 5EE CHART EXTERIOR SEE GAP SILICONE HEIGHT MIN. MAX. DOW CORNING 790 84" 7/16" 1" ,�'�' drawing no. DEPTH = 3/8" MIN, 1 ON FREE STANDING JAMB FREE STANDING JAMB 108" 1/2" Ll:j ,I. W01 —75 FIXED SIDE OEERABLE SIDE 120" 5/8" t sheet 8 of 9 U LO O 32 32 Z W I C n 31 W a � n 06 0 o �L M 0o Q W �U I all PANEL IOP CORNER _ V Z v � N FRAME TOP CORNER I o FRAME TOP CORNER o ,r c� 9 Z ¢ 31 Z O ;; n g � c � 2 UI) . � SMI -i I 09 U F w 19 WU' I C PitD�ltjCTi �� y e� U Wdo� m z z z t~ -6 2 o-3ia w 14 babe 017 Fy r Lj Opp � `ti t►' COME • � aoo PANEL BOTTOM CRN k` ingr.0J61/1U (J S II ga_o ` FCA, PI #n�705' 2 C.A.N. /�illr,; P q� ii I � , 32 r' v � - u I : v/ �. i' � drawing no. FRAME BOTTOM CORNERI 32 �Z,01• . 1N01 '-75 FRAME BOTTOM BOTTOM CORNER sheet 9 of g TYPICAL WINDOW FRAME 0 Z h � F` w _ I? I� 0 A a� TYPICAL ?i GLAZING PRODUCT CLL 4.000 0 a 0 d & 8 0 aao 1.000 h- to W 6.000 U o 3.000 4.000 z N I Z W LO SYSTEM IS RATED FOR LARGE MISSILE IMPACT. TUBULAR SHAPES O W LO AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED 2.000 ALLOY = 6063-T6 J IMPACT AND NON-IMPACT RESISTANT PRODUCTS. .. RECTANGULAR ALUMINUM TUBE -MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS m N 0 USING MULLION PROPERTIES ONLY HORIZONTAL OR VERTICAL Z Lo NOTE, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING j 2 r M Cali Ln THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z :3 -i REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Z u- HURRICANE ZONE (HVHZ). Q __ ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 00 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS o $ o ARE NOT PART OF THIS APPROVAL. C 0 o a A .' 0No LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. U W MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 101 y4, goi� � c INSTRUCTIONS: a H C o • USE CHARTS AND GRAPHS A5 FOLLOWS. •� o C o c a m v o STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD a REQUIREMENTS. Engri JAVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CSL APPROVAL. FLA. PE # 70592 p ?ROpUCT REVISED C.A.N. 353.9 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH as complying with the Florida ; STEP 44 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED (3uslding Coea //''1� �o� IN STEP 1 ABOVE. Acte to It USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS drowing no. STEP , ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING t3y«MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 1h . wl MAR 29 2012 M04-05 sheet 1 of 7 I U a 2.000 �.125 2.000 1.500 i 0 z z 2 000 0 L000 125 �� Mf 3•125 .406 w D 1.000IL C .125 0 0 000 a 125 4.500 b.000 6.000 c M 4.000 4. .188 01 Omyt pf p >Q C 125 .250 0 Q Q 3.000 .125 0 r-r 590 .1 O jJ Ix IN^4 SxIN^3 1 Ix IN-4 I Sx IN�3 Ix IN-418X----IN 3 Ix IN�4 Sx IN�J IX IN�4 SX IN"3 Ix IN"4 SX IN"3 Z N 0.950 0.634 2.037 1.019 2.976 1.488 6.659 2.878 8.276 2.759 15.203 5.068 Z W Ln 1 X 3 1 X 4 2 X 4 1--1/2 X 4-1/2 2 X 6 2 X 6 0 STD. MULLION STD. MULLION STD. MULLION CUSTOM MULLION STD, MULLION HEAVY MULLION 6063-T6 6063-T6 6063-T6 6063--T6 6063-76 6063-T6 Z > w � Q m .730 1.730 hN to 125 Z In �;,� ,' 2.000 Z ? � M .125 125 2.125 2.125 J • � Q J Q Uo Imo-- 2.000-�-I N 'W f- L 1-3/4' MIN. 5.500 5.500 FOR 3' TUBES 2-3/4' MIN. W " ALL OTHERS � g a so NOTCH c N m N m NOTCH OPTIONAL OPTIONAL ° ® 00 � vo � o � e NOTCH OPTIONAL Oy �p C N O O O N 0 p !2 F) ry N ANGLE CLIP MULLION CLIP MULLION CLIP o o 6063-T6 6063--T66063-T6 N c Q m 0 o Engr: JAVAO AHMAD ev n c PRODUCT RBVISI?D CML as complying wiih the Florida FIA. PE 70592 Building Code Z. CAN. 838 Acte lance No s v u A drowing no. Miaali eFvod CAontm Z4iZ MA6) R 2 M04-05 sheet 2 of 7 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) in 1-1/2 1-1/2 1-1/2 WINDOW DIMS. X It WINDOW DIMS. X WINDOW DIMS. X o 1X3 1 X 4 2 X 4 4-1/2 2 X 6 2 X 6 1 X 3 1 X 4 2 X 4 4-1/2 2 X 6 2 X 6 1 X3 1X4 2 X 4 4-1/2 2X6 2 X 6 g WIDTH (w) MULL SPAN STD. STD. STD. CUSTOM STD. HEAVY WIDTH (W) MULL SPAN STD. STD. STD. CUSTOM STD. HEAVY WIDTH (W) MULL SPAN STD. STD, STD. CUSTOM STD, HEAVY Z n z 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 74.6 150.0 150.0 150.0 150.0 150.0 19-1/8- - 37.9 55.3 123.8 150.0 150.0 O 26-1/2" 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 53.8 115.4 1 150.0 150.0 150.0 1 150.0 26-1/2- - 27.3 39.9 89.3 111.0 150.0 g 30" 150.0 150.0 150.0 150.0 150.0 150.0 30" 47.5 101.9 148.9 150.0 150.0 150.0 30" - 24.1 35.3 78.9 98.1 150.0 C 37" 150.0 150.0 150.0 150.0 150.0 150.0 37" 38.5 82.6 120.7 150.0 150.0 150.4 37" - - 28.6 64.0 79.5 146.1 d ,•�� 42" 150.0 150.0 150.0 150.0 150.0 150.0 42" 33.9 72.8 106.4 150.0 150.0 150.0 42" - - 25.2 56.4 70.1 128.7 48" 38-3/8" 150.0 150.0 150.0 150.0 150.0 150.0 48" 74-1/4" 29.7 63.7 93.1 1 150.0 150.0 150.0 48" 120" - - 22.0 49.3 61.3 112.6 O d 54" 137.8 150.0 150.0 150.0 1 150.0 150.0 54" 26.4 56.6 82.7 150.0 150.0 150.0 54" - - - 43.8 1 54.5 100.1 f3 M 60" 124.0 150.0 150.0 150.0 150.0 150.0 60" 23.8 51.0 74.4 150.0 144.1 150.0 60" - - - 39.5 49.0 90.1 O (+! 66" 112.7 150.0 150.0 150.0 150.0 150.6 66" 21.6 46.3 67.7 136.7 131.0 150.0 66" - - - 35.9 44.6 81.9 Q O 72" 1103.3 150.0 150.0 150.0 150.0 150.0 72" - 42.5 62.0 125.3 120.1 150.0 72" - - - 32.9 40.9 75.1 0 19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 51.5 110.4 150.0 150.0 150.0 150.0 19-1/8" - 28.5 41.6 93.0 115.6 150.0 Q 3 26-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2- 37.2 79.7 116.4 150.0 150.0 150.0 26-1/2" - 20.5 30.0 67.1 83.4 150.0 JZ 30" 142.5 150.0 150.0 150.0 150.0 150.0 30" 32.8 70.4 102.8 150.0 150.0 150.0 30" - - 26.5 59.3 73.7 135.4 Q W 37" 115.5 150.0 150.0 150.0 150.0 150.0 37" 26.6 57.1 63.4 150.0 150.0 150.0 37" - - 21.5 48.1 59.8 109.8 42" 101.8 150.0 150.0 150.0 150.0 150.0 42" 23.4 50.3 73.5 150.0 150.0 150.0 42" - - - 42.4 52.6 96.7 48" 50-5/8" 89.1 143.1 1 150.0 150.0 150.0 150.0 48" 84" 20.5 44.0 64.3 143.8 149.8 150.0 48" 132" - - - 37.1 46.1 84.6 Z 54" 79.2 127.2 150.0 150.0 150.0 150.0 54" - 39.1 57.1 127.8 125.1 150.0 54" - - - 32.9 40.9 75.2 60" 71.2 114.5 150.0 150.0 150.0 150.0 60" - 35.2 51.4 115.0 112.6 150.0 60" - - - 29.6 36.8 67.7 O W ,� 66" 64.8 104.1 150.0 150.0 150.0 150.0 66" - 32.0 46.7 104.6 102.4 150.0 66" - - - 27.0 33.5 61.5 72" 59.4 95.4 139.3 150.0 150.0 150.0 72" - 29.3 42.8 95.9 93.8 150.0 72" - - - 24.7 30.7 56.4 JJ 19-1/8" 141.3 150.0 1 150.0 150.0 150.0 150.0 19-1/81, 34.5 74.0 108.1 150.0 150.0 150.0 19-1/8" - 21.9 32.0 71.6 89.0 150.0 O= 26-1/2' 102.0 150.0 150.0 150.0 1 150.0 150.0 26-1/2- 24.9 53.4 78.0 150.0 150.0 150.0 26-1/2- - -- 23.1 51.7 64.3 118.0 w 30" 90.1 150.0 150.0 150.0 1 150.0 150.0 30" 22.0 47.2 68.9 150.0 150.0 150.0 30" - - 20.4 45.7 56.8 104.3 0] 37" 73.0 132.2 150.0 150.0 150.0 150.0 37" - 38.2 55.9 125.0 139.8 150.0 37" - - - 37.0 46.0 84.5 H � H N 42" 64.3 116.5 150.0 150.0 150.0 150.0 42" - 33.7 49.2 110.1 123.2 150.0 42" - - - 32.8 40.5 74.5 g Z Lni 48" 60" 56.3 101.9 148.8 150.0 150.0 150.0 48" 96" - 29.5 43.1 96.3 107.8 150.0 48" 144" - - - 28.5 35.5 65.2 r aNi N 54" 50.0 90.8 1 132.3 150.0 150.0 150.0 54" - 26.2 38.3 85.6 95.8 150.0 54" - - - 25.4 31.5 57.9 g Z 60" 45.0 81.5 1 119.0 150.0 150.0 150.0 60" - 23.6 34.4 77.1 86.2 150.0 60" - - - 22.8 28.4 52.1 _ 66" 40.9 74.1 108.2 150.0 150.0 150.0 66" - 21.4 31.3 70.1 78.4 144.0 66" - - - 20.8 25.8 47.4 ¢ QLa , 72" 37.5 67.9 99.2 150.0 150.0 150.0 72" - - 28.7 64.2 71.8 132.0 72" - - - - 23.7 43.4 � 04 19-1/8" 122.1 150.0 150.0 150.0 150.0 150.0 19-1/8" 24.2 51.9 75.9 150.0 150.0 150.0 ARCHES TO BE INSCRIBED HORIZONTAL MULLION 26-1/2- 88.1 150.0 150.0 150.0 150.0 150.0 26-1/2" - 37.5 54.8 122.6 150.0 150.0 INSIDE RECTANGULAR SHAPE 30" 77.8 147.9 150.0 150.0 150.0 150.0 30" - 33.1 48.4 108.3 134.5 150.0 37" 63.1 119.9 150.0 150.0 150.0 150.0 37" - 26.9 39.2 87.8 109.1 150.0 �� GLAZING w w 42" 55.8 105.8 150.0 150.0 150.Q 150.0 42" - 23.7 34.6 77.3 96.1 150.0 �� PRODUCT to a VERTICAL � so 48" 83" 48.6 92.4 135.0 150.0 150.0 150.0 48" 108" - 20.7 30.2 67.7 84.1 150.0 MULLION o� ir La 54" 43.2 82.2 120.0 150.0 150.0 150.0 54" - - 26.9 60.1 74.7 137.3 60" 38.9 73.9 108.0 150.0 156.0 150.0 60" - - 24.2 54.1 67.3 123.6 GLAZING GLAZING zd N v PRODUCT PRODUCT N °� z z 66" 35.4 67.2 98.2 150.0 150.0 150.0 66 - - 22.0 49.2 61.2 112.3 g 72" 32.4 61.6 90.0 150.0 150.0 150.0 72" - - 20.2 45.1 56.1 103.0 GLAZING GLAZING PRODUCT PRODUCT PRODUCT REVISED as complying with the rloridAa o r N A I Blinding Costs ., n I rn o d o 0 bOTE Acceptancotdo� .1 W1 W2 MULLION SPAN a m o 0 'a Datc MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. Miami 'adeProductControl (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL. MULLION ARRANGEMENTS Engr. JAVAD AHMAD N CIVIL o FLA. PE # 70592 0 W1 + W2 C.A.N. 3538 5i o WIDTH {W� = 2 � o° v drawing no. MULLIONS M04-05 MAR csiieet 3 of DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE I WIDTH (W) MULL SPAN A2 A4 AA2 AA4 B2 134 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 132 B4 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 132 B4 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8-- 122.9 150.0 150.0 150.0 150.0 150.0 19-1/8" 76.0 150.0 145.6 150.0 120.2 150.0 Z t�tpp 26-1/2" 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 68.7 160.0 150.0 150.0 140.2 150.0 26-1/2" 54.9 109.8 105.1 150.0 86.8 150.0 0 W 30" 150.0 150.0 150.0 150.0 150.0 150.0 30" 78.4 150.0 150.0 150.0 123.9 150.0 30" 48.5 97.0 92.8 150.0 76.6 150.0 2 t4 g 37" 122.9 150.0 150.0 150.0 150.0 150.0 37" 63.5 1 127.1 121.6 150.0 100.4 150.0 37" 39.3 78.6 75.2 150.0 1 62.1 124.3 42" 108.3 150.0 150.0 150.0 150.0 1 150.0 42" 56.0 111.9 107.1 150.0 88.5 150.0 42" 34.6 69.3 66.3 132.6 54.7 109.5 a Lil 48" 38-3/8" 94.7 150.0 150.0 150.0 149.8 150.0 48" 74-1/4" 49.0 97.9 93.7 150.0 77.4 150.0 48" 120" 30.3 60.6 58.0 116.0 47.9 95.8 0 54" 84.2 150.0 150.0 150.0 133.1 150.0 54" 43.5 87.1 83.3 150.0 68.8 137.6 54" 26.9 53.9 51.6 103.1 42.6 85.2 Q a 60" 75.8 150.0 145.1 150.0 119.8 150.0 60" 39.2 78.4 75.0 150.0 61.9 123.9 60" 24.2 48.5 46.4 92.8 38.3 76.6 v pen�ryyl 66" 68.9 137.8 131.9 150.0 108.9 150.0 66" 35.6 71.2 68.2 136,3 56.3 112.6 66" 22.0 44.1 42.2 84.4 34.8 69.7 a � i9 g IL 72" 63.2 126.3 120.9 150.0 99.9 150.0 72" 32.6 65.3 62.5 125.9) 51.6 103.2 72" 20.2 40.4 38.7 77.3 31.9 63.9 O A19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 108.6 150.0 150.0 150.0 150.0 150.0 19-1/8.. 69.1 138.3 132.3 150.0 109.3 150.0 O 26-1/2- 130.1 150.0 1 150.0 150.0 150.0 150.0 26-1/2" 78.4 150.0 150.0 150.0 123.9 150.0 26-1/2" 49.9 99.8 95.5 150.0 78.9 150.0 Q ^ 30" 114.9 150.0 150.0 150.0 150.0 150.0 30" 69.3 138.5 132.6 150.0 109.5 150.0 30" 44.1 88.1 84.4 150.0 69.7 139.3 J N 37" 93.2 150.0 150.0 150.0 147.3 150.0 37" 56.2 112.3 107.5 150.0 88.8 150.0 37" 35.7 71.5 68.4 136.8 56.5 113.0 a w 42" 82.1 150.0 150.0 150.0 129.8 150.0 42" 49.5 98.9 94.7 150.0 78.2 150.0 42" 31.5 63.0 60.3 120.5 49.8 99.5 48" 50-5/8" 71.8 143.6 137.5 150.0 113.5 150.0 48" 84" 43.3 86.6 82.9 150.0 68.4 138.9 48" 132" 27.5 55.1 52.7 105.5 43.5 87.1 Nt 54" 63.8 127.7 122.2 150.0 100.9 150.0 54" 38.5 77.0 73.7 147.3 60.8 121.7 54" 24.5 49.0 46.9 93.7 38.7 77.4 Z rb N 60" 57.5 114.9 110.0 150.0 90.8 150.0 60" 34.6 69.3 66.3 132.6 54.7 109.5 60" 22.0 44.1 42.2 84.4 1 34.8 69.7 1 66" 52.2 104.5 100.0 150.0 82.6 150.0 66" 31.5 63.0 60.3 120.5 49.8 99.5 66" 20.0 40.1 38.3 76.7 31.7 63.3 O W 72" 47.9 95.8 91.7 150.0 75.7 150.0 72" 28.9 57.7 55.2 110.5 45.6 91.2 72" 18.4 36.7 35.2 70.3 29.0 58.1 19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8.. 95.1 150.0 150.0 150.0 150.0 150.0 19-1/8" 63.4 126.7 121.3 150.0 100.2 150.0 26-1/2" 109.8 150.0 150.0 150.0 150.0 150.0 26-1/2" 68.6 137.2 131.3 150.0 108.5 150.0 26-1/2- 45.7 91.5 87.5 150.0 72.3 144.6 0 30" 97.0 150.0 150.0 150.0 150.0 150.0 30" 60.6 121.2 116.0 150.0 95.8 150.0 30" 40.4 80.8 77.3 150.0 63.9 127.7 Li Z Q 37" 78.6 150.0 150.0 150.0 124.3 150.0 37" 49.1 98.3 94.1 150.0 77.7 150.0 37" 32.8 65.5 62.7 1125.4 51.8 103.6 T N In 42" 69.3 138.5 132.6 150.0 109.5 1 150.0 42" 43.3 86.6 82.9 150.0 68.4 136.9 42" 28.9 57.7 55.2 110.5 45.6 91.2 ~ N - 48" 60" 60.6 121.2 116.0 150.0 95.8 150.0 48" 96" 37.9 75.8 72.5 145.0 59.9 119.8 48" 144" 25.3 50.5 48.3 96.7 39.9 79.8 g ? � M N 54" 53.9 107.7 1 103.1 150.0 85.2 150.0 54" 33.7 67.3 64.4 128.9 53.2 106.4 54" 22.4 44.9 43.0 85.9 35.5 71.0 Z ,0n' 60" 48.5 97.0 92.8 150.0 76.6 150.0 60" 30.3 60.6 58.0 116.0 47.9 95.8 60" 20.2 40.4 38.7 77.3 31.9 63.9 Z L- 66" 66" 44.1 88.1 84.4 150.0 69.7 139.3 66" 27.5 55.1 52.7 105.5 43.5 87.1 88" 18.4 36.7 35.2 70.3 29.0 58.1 72" 40.4 80.8 77.3 150.0 63.9 127.7 72" 25.3 50.5 48.3 96.7 39.9 79.8 72" 16.8 33.7 32.2 64.4 26.6 E53.2 QC U ton w 112' N �- 19-1/8" 144.9 150.0 150.0 150.0 150.0 150.0 19-1/8- 84.5 150.0 150.0 150.0 133.6 150.0 26-1/2- 104.5 150.0 150.0 150.0 150.0 150.0 26-1/2- 61.0 122.0 116.7 150.0 96.4 150.0 HORIZONTAL MULLION ANCHORS TYPE ANCHORS TYPE 30" 92.3 150.0 150.0 150.0 146.0 150.0 30" 53.9 107.7 103.1 150.0 85.2 150.0 A2, A4, A2, A4, ARCHES TO BE INSCRIBED B2 SI 37" 74.9 149.7 143.3 150.0 118.4 150.0 37" 43.7 87.4 83.6 150.0 69.0 138.1 OR 84 82 OR 84 INDE RECTANGULAR SHAPE 42" 66.0 131.9 126.3 150.0 104.3 150.0 42" 38.5 77.0 73.7 147.3 60.8 121.7Ena n 48" 63" 57.7 115.4 110.5 150.0 91.2 150.0 48" 108" 33.7 67.3 64.4 128.9 53.2 106.4 GLAZING `` 8 g c i/ PRODUCT �� o Ix 0: N 54" 51.3 102.6 98.2 150.0 81.1 150.0 54" 29.9 59.9 57.3 114.6 47.3 94.6 VERTICAL 2 a MULLION Z rn 60" 46.2 92.3 88.4 150.0 73.0 146.0 60" 26.9 53.9 51.6 103.1 42.6 85.2 0 zd %ANCHORETAIL 66" 42.0 83.9 80.3 150.0 66.4 132.7 66" 24.5 49.0 46.9 93.7 38.7 77.4 GLAZING GLAZING 0. G a72" 38.5 77.0 73.7 147.3 60.8 121.7 72" 22.4 44.9 43.0 85.9 35.5 71.0 PRODUCT PRODUCT #1 v Z > > > GLAZING GLAZING ANCHORS TYPE PItODU(.T REVISED k PRODUCT PRODUCT A2, A4, c as complying with the Florida 82 OR 84 0 BuildingCodo I91,. nR ANCHORS TYPE •9 o 0 0 Acceptance No M' 11 M I A2, A4, Q U NOTE E ' area1462 OR B4 I MULLION W1 W2 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER �+ LOCATIONS AT HEAD, SILL OR JAMB ENDS. d ctContro' Eri9r: JAVAD AHMAD o FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. TYPICAL MULLION ARRANGEMENTS FLA, PEAL70582 0 C.A.N. 538 .o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W - wt + W2 0 ° r l v $ $ u 2 Lj drawing no. ANCH®RS MAR 9 2012 M04-05 sheet 4 of 7 ULO 1/4- HILT[ KWIK CON II 1/4•' HILTI KWIK CON 11 1/4" HILT[ KWIK CON II 1/4" HILTI KWIK CON If o " 1-1/4" MIN. EMBED INTO MASONRY 1-1 4" MIN. EMBED INTO MASONRY 1-3/4 1-1/4" MIN. EMBED INTO MASONRY 1-1/4- MIN. EMBED INTO MASONRY d• 1- 3/4 MIN. 2 PER CLIP (1 ON EACH WING) / 1 PER ANGLE MIN' 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE EDGE DIST. EDGE DIST. 3 Z n . MINz _ Q O Hml� D d d 9 d a < ° J Q 4 I I 11 u I I I I a b ° M�M I 4 i t II II d q I I If II dQ M ---------- 1BY I I I I I I 2 X 2 X 1/8" IL_____________� 1BY 1 1 FLOATING CLIP I I I I 2 X 2 X 1/8" Q Q *I I I WOOD BUCK I I FLOATING CLIP 11 I I ALUM ANGLE , I I WOOD BUCK I I 11 11 ALUM ANGLE Q al I'm- #14 �— �i14 SMS U U N I l I I U U fn I 1 I II I I 1 I 114 SMS I 13 t I i 2 PER ANGLE I I I I t I 2 PER ANGLE I I W {L I I I I 1-3/4" O.C. MIN. I I I I 1 I 1-3/4" O.C. MIN. I I j z y S I I I 1 FOR 3" TUBE 0s$ 2-3/4. O.C. MIN, Q +� FOR ALL OTHER TUBES U Z a 1/4" HILTI KWIK CON If 1/4- HILTI KWIK CON 11 1/4- HILTI KWIK CON 11 1/4- HILTI KWIK CON 11 z V) 1-3/8" MIN. WOOD PENETRATION 1-3/8" MIN. WOOD PENETRATION ZO W 1" MIN. 2 PER CLIP (1 ON EACH WING) 1 PER AN 1-3/8- MIN. WOOD PENETRATION 1-3/8- MIN. WOOD PENETRATION EDGE DIST. 1- MIN. I" MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE _j EDGE J (J) DIST. 2 > w — Q I 1 I I 1 I I M ? ~ N Z Lo 7 ^ M Cf 11 I I I I I I I d 4 I { I I I I _Z II 11 I I 11 k I I `�. —I d B I 1 d M t I Z ti d y 11 II I I tf y I I I I I I 7 _- d 4 28Y WOOD BUCK I 1 II II d 4 213Y WOOD \BUCKI I II II _I ' 'n 7---------JI pR II 11 2 X 2 X 1/8" !L____________ JI FLOATING CUP I1 11 2 X 2 X 1/8" q ■ I I I I FLOATING CLIP 11 11 ALUM ANGLE I I I I I I I I ALUM ANGLE C — w WOOD STRUCTURE WOOD STRUCTURE N �- N I I I I U U N I I 1 I U U r I I I #14 SMS Ull I I 1 I 14 SMS I I I I I I 2 PER ANGLE-3/4° O.C. MIN. I f t I 2 PER ANGLE 1 I I 1 I I1 1-3/4- Q.C. MIN. FOR 3" TUBE 2-3/4" O.C. MIN. W FOR ALL OTHER TUBES o ,. 1-3/4" MIN. o 14 S `" EDGE DIST. ANCHORS TYPE 'A4' ° a m • o_ o 1" tdww op ° MIN: u ac o v V a t 0 PRODUCT 1 as complying�vilji tlis pionda ��• ° a 0 8 0 N ft d Huildiltig Code ``(�.J•`�"+/i/"1[r1 19 moo 0 o q q Acceptance N If tl o IGvf4 If w O A I t !ti7l�iW $151 F�roduct Contro' Engr: JAVAD AHMAD 114 ° — I I CML 1 FLA. PE 70592 `$ M, C.A.N, 538 }` ALTERNATE ANCHOR LOCATION _ �° $ a MALL/ ULLION CLIP APCONSCLIPSTO FIT MAY BE HEX GINTO OR FLATUBE HEADULLIONS. drawing no. ANCHORS TYPE '82' MA 292012 M04-05 sheet 5 of 7 cc 1/4" HILTI KWIK CON II `n 1-3/4" MIN. EMBED INTO MASONRY „ i/4 HILTI KWIK CON II " 1/4" HILTI KWIK CON II 1/4" HILTI KWIK CON II � 2-1/2" MIN. 1-3/4 MIN. EMBED INTO MASONRY 2-1/2 1-3/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY EDGE DIST. 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE MIN. (2 ON EACH WING) 2 PER ANGLE 4 PER CLIP DGE DIST. 3" Zr n j 3" MIN. 0 o o. ao p ae UN. yI a. ° - "° I a.. ° I o a-. I° I .° of °• I .° I v.. ° ` I 'o a. ° F w D 41 a II I I =i II 1I a II II I I I I I I f I I � F 0 ti p It MASONRY I I 11 I i a 4 MASONRY I I I I I I 0 U ti a OR I 1 II II ll II OR I I II II V I'-'------------ CONCRETE I I I t 2 X 2 X 1/8' � I� ------------ -0 CONCRETE 11 I i 2 X 2 X t/8' p MM I I I I FLOATING CLIP 11 1 f ALUM ANGLE , I FLOATING CLIP I I I I ALUM ANGLE C M C � -2 g I I t I #14 SMS U N 1 i I I U U d Qp 'N I I I I I I l I I I I I I I 1 I 2 PER ANGLE I I 1 t I I X14 SMS I I 0 dl h I I I I 1-3/4" O.C. MIN. I I 1 I t I 2 PER ANGLE I I aD 0 I I I I FOR 3" TUBE I I 1 I 1-3/4" O.C. MIN. 2-3/4" I I I I O.C. MIN. W I I FOR 3" TUBE Q .. I I I I FOR ALL OTHER TUBES I I 2-3/4" O.C. MIN. 4• z t� I t I I 3 SCREWS PER ANGLE I I FOR ALL OTHER TUBES „� W z I t I I I I 3 SCREWS PER ANGLE Q g I I I I I I U � Z N ANCHORS TYPE 'AA4' z w o J " I I I I Z Q I I I I W M tV ,n !I 4 II I( Z Lo � u1 rn rn p 'n QZL'_' O V. v 00 J ry 7 ° I. MIN. ' n e 2-1/2" MIN. 1/4" HILT! KWIK CON 11 EDGE DIST. 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING)' w o 8 MASONRY 08 o o OR CONCRETE 2 1/2° MIN. ` c o EDGE DIST. y a � f'i a a o V z 0 0 PRODUCT REVISED c N a as complying with the Morida 'n ° ,: o a vi II 4 Building Cade to. Q o o 4 AcccPtanw No 11 z a o Ex A d h r $ s IL_—_____---- t I PlOduct Contin Engr: JAVAU AHMAD • N I I CML uD I FLA. PE / 70592 o M ALL CLIPS TO F17 SNUG INTO TUBE MULLIONS. 3 I I C.A.N. 538 1 t TAPCONS MAY BE HEX OR FLAT HEAD. • v° `� v u ALTERNATE ANCHOR LOCATION drawing no. MULLION CLIP CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED �l nt M04--05 ANCHORS TYPE 'AA Z' WATER-WHITEWITH LI-RESISTANT YLATE COATILACQUENGS, SUCH AS BITUMINOUS PAINT OR MAR 2 2012 sheet 6 of 7 METAL STRUCTURES ,4 SMS OR 1/4" TEKS METAL STRUCTURES " LO (STEEL OR ALUM. 1/8" MIN. THICK) 2 PER CLIP #14 SMS OR 1/4" TEKS (STEEL OR ALUM. 1/8" MIN. THICK) 41PER S OR 1/4 TEKS #14 SMS OR 1/4" TEKS � o STEEL F - 36 KSI MIN. 1 PER ANGLE STEEL : F - 36 KSI MIN. 1 PER ANGLE Y (1 ON EACH WING) y {2 ON EACH WING) ALUM NUM 6053-75 MIN. ALUM NUM 6063—T5 MIN. QDg Z z 0 o F W g 00, II II li + II 11 IL p I I II II d j I I II II O p I I I I I Ip 4 r I I I 1 1 I, n �{ L---------- I I I I 2 X Z X 1/8" �-------------�, I i 11 2 X 2 X 1[8" G Q I FLOATING CLIP —FLOATING CLIP ALUM ANGLE QjI 9 S I I U LJ I I I I u u 0IL4a r, I I I I I I I I r I I i I r I I I I I I #14 SMS 0 c h- I I I 1 #14 SMS I I 1 I I I 2 PER ANGLE 1 I ar O I 1 2 PER ANGLE I I I I 1-3/4" O.C. MIN. Q 3 N I I 1 I 1-3/4" O.C. MIN. FOR 3" TUBE {iL (a 1 I 2-3/4' O.C. MIN. ., FOR ALL OTHER TUBES 3 SCREWS PER ANGLE Q W g ' ANCHORS TYPE 'B2' ANCHORS TYPE 'B4' z V) W o 14 S.M.S. TUBE MULLION "J 2/ CHANNEL -I Z > ------- -------- w ------- -------- _ N Lr) Z to #10 F.H. S.M.S. 2 n N 2/ SIDE I I J J 1/8- THICK ALUM CHANNEL I ? Q Z LL_ LENGTH TO FIT SNUG INTO MULLION TUBE MULLION —► N — " TUBES MAY BE NOTCHED I I ¢ U 0 R J AS SHOWN TO ALLOW INSTALLATION I I LL' cV 3 OF CLIP ANGLE I 1 CAULK JOINT AFTER ASSEMBLY , I I I #14 SMS I I I I w 2 PER CLIP ACCESS HOLE 2" O.C. MIN. i I 1 __ ---I 0 N ----- ------- ---_---_ u W U ~ Z =1 z z ___--- ----- ------ ----- ---- -- -- ___ Al WN I0 10 FH SMSI THIS SCREW CAN BE I I 2 PER CUP j j 1 � INSTALLED 1N EITHER 1 , 1" O.C. MIN. I I I I DIRECTION �p� i I � I 1� I I I ` Engf: JAVAD AHMAD o 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) PRODUCT RL-'VIS)rD FLA. PE 70592 $ 3/4" X 2" X t/8" FOR (1 BY TUBE) as complying with the Florida M Iluilding Code C A.N. 3538 , CUT TO FIT SNUG INSIDE TBE ALUM ANGLE FccepEtt o ul, ANCHOR DETAIL. �1 � drawing no. METAL TO METAL CONNECTION GILD Dab � nec op��~ MAR 2 J 2012 M04--05 USE CHARTS FOR ANCHOR TYPE '94' TO VERIFY CAPACITY OF CONNECTION q, SEE SHEET 4 OF 7 FOR ANCHOR CHARTS sheet 7 of 7 U 47 3/8" 47 3/8" 5" MAX. D.L. OPG. 5" MAX. D.L. OPG. 0 HEAD/SILL 14 3/8" HEAD/SILL 14 3/8" Z aro CORNERS MAX. m e CORNERS MAX. m 0 -� HEAD/SILL 51z HEAD/SILL Z 0 �Z FALSE MUNTINS 0 FALSE MUNTINSF a I p �+• w � MAY BE USED L) MAY BE USED Al d U Q N o o Loi Ow M IL o II a II ti v • D II �. II a L� D1 11 �. u 0 � _===--II--��--�— —�-- ------ _j _ n ��--u------ V p G3 I I I! M p I I I I O -0 cy B co Q w 3 wN 6 � z LLz10 J Q J � Q I I II n Q I I If Q Lu ty z II u z II tt � L' ii ii o00 � a. n II = M a. O j M O _ _ 11 If Z M M II II ✓ N II II N � II II ]201 II n n rl 3 � M z - 47" 47" D.L. OPG. D.L. OPG. N ,n 49 1/4" 49 1/4" z Z Lo N O VENT WIDTH VENT WIDTH M N 53 1/8" 53 1/8" � i� _j � WINDOW WIDTH WINDOW WIDTH Z O C? o g .. 00 Q TYPICAL ELEVATION TYPICAL ELEVATION V) N g SH100 ALUMINUM SINGLE HUNG WINDOW FLANGE FRAME WINDOWS FLUSH FRAME WINDOWS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. 8 o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o a a m . o COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER N WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. °' a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE $ o o REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR. LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT.RLbUIR,EQ '. LOADS TO THE STRUCTURE. — lAAD; ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS "CIVIL Engr: JA AD AHW,, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Fug,'PE 17592 C.A.N. 313 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS �' ARE NOT PART OF THIS APPROVAL. ; - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. MATERICONTACT WITH OTHER DISSIMILARINCWDING BUT NOT LIMITED MATERIALS ES AELLLME THETREQU REQUIREMENTS THAT COME INTOO �0�� W04-19 OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 6 DESIGN LOAD CAPACITY - PSF r GLASS TYPES GLASS TYPES GLASS TYPE V rn WINDOW DIMS. `A', 'B' & 'DI' `C' & `D' 'E' 1/8" HEAT STREN'D CLASS WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) OR 0 5/32" TEMP. GLASS 0D 3 80.0 80.0 80.0 140.0 80.0 140.0 O 26-1/2" " 80.0 80.0 80.0 140.0 80.0 140.0 1/8' HEAT STREN'0 GLASS 1/4" AIR SPACE ., 37" �4} 80.0 80.0 80.0 140.0 80.0 140.0 1/8' HEAT STREN 0 GLASS f` 1/8" HEAT STREN'D GLASS Q D. C4 n � 48 80.0 80.0 80.0 140.0 80.0 140.0 .090" INTERLAYER .090" INTERLAYER C o U 53-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 BUTACITE PVB BY 'DUPONT' .090" INTERLAYER SENTRYGLAS BY 'DUPONT' a tr BUTACITE PVB BY 'DUPONT' 80.0 80.0 80.0 140.0 80.0 140.0 1/8" HEAT STREN D GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 0 v a 26-1/2- 80.0 80.0 80.0 140.0 80.0 140.0 O " 38-3/8" 37 4 80.0 80.0 80.0 140.0 80.0 140.0 SILICONE SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 �'C 48" 80.0 $0.0 80.0 133.6 80.0 140.0 z m Z m z m O a a Q 8 ZI 53-1/8" 80.0 80.0 80.0 116.2 80.0 140.0 cn 0 „� ti C 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 �� !� 'ra I. l! U to I! II 0 - 0 N 26-1/2" ! phi I !I �I rn 11 W / 80.0 80.0 80.0 1 40.0 80.0 140.0 rn I .! ! �! Q 4l 3 M 50-5 8 !• !I LL z c°n 37" 80.0 80.0 80.0 140.0 80.0 140.0 I��yy ., (6) ! !I II !I I II �! Q Uzi ci n 48" 80.0 80.0 80.0 111.2 80.0 140.0 53-1/8" 80.0 80.0 80.0 95,5 80.0 140.0 dr o O 19-1/8" 84,0 80 .0 80.0 140.0 80.0 140.0 F - Z .0 80.0 1 18 8 16 mg cj 26-1/2- 80.0 80.0 80.0 14040.0 � - 37" 58" 80.0 80.0 80.0 140.0 80.0 140.0 a 48" (8) 80.0 80.0 80.0 103.2 80.0 140.0 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' o w � 53-1/8" 80.0 80.0 j 80.0 87.8 80.0 140.0 Z ' 19-1/8- 80.0 80.0 80.0 140.0 80.0 140.0 26-1/2" " 80.0 80.0 8D.0 140.0 80.0 140.0 1/8" HEAT STREN'D GLASS 5/32" TEMP. GLASS 1/4' TEMP. GLASS Z O = ZQ a 37" 63 80A 80.0 80.0 140.0 80.0 140.0 48" (8) 80.0 80.0 80.0 99.3 80.0 140.0 1/4' AIR SPACE 1/4" AIR SPACE 3/16" AIR SPACE !� 2 53-1/8" 80.0 80.0 1 80.0 80.0 1 80.0 140.0 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS Z Z U.) 04 In 19-1/8" 80.0 80.0 1 80.0 140.0 80.0 140.0V) - r, I - .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER 28-1/2" 80.0 . . . SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' SEWRYGLAS BY 'DUPONT' > > _S 37" 74-1/4- 80.0 80.0 80.0 140.0 80.0 140.0 " " �i (8) 1/$ HEAT STREN D GLASS 1/$ HEAT STREN D GLASS 1/8" HEAT STREN D GLASS z - 48' 80.0 80.0 80.0 80.0 - - � - 53-1/8" 80.0 80.0 80.0 80.0 - - SILICONE SILICONE SILICONE N 03 DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 z m z m z m 26-1/2" 76" 80.0 80.0 80.0 140.0 80.0 140.0 m g m g 37" 80.0 80.0 80.0 140.0 80.0 140.0 \ Ij �j �j i• ii ii is li I i! 48" (8) 80.0 80.0 80.0 80.0 - - j. ii li ill ll ll II! iI II 53-1/8' 80.0 80.0 80.4 1 80.0 - - jl I! II II U U jl• !I N 80.0 80.0 80.0 140.0 80.0 140.0 0 e o �i e ao a I w In 26-1/2- 7 80.0 80.0 80.0 140.0 80.0 140.4 o jZ�}-1 o 37" (8) 80.0 80.0 80.0 144.0 80.0 140.0 48' 80.0 80.0 80.0 80.0 6- - 6 8 19-1/8" 80.0 80.0 eo.o 140.0 80.0 140.0 GLASS TYPE 'D1' GLASS TYPE 'D' Oo GLASS TYPE 'E' 26-1/2" (8�) $0.0 80.0 80.0 140.0 80.0 140.0 N =02-- GLAZING 37" 80.0 80.0 80.0 140.0 80.0 140.0 OPTIONS 2 0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. NOTE: $ IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ,En9 : dy +� o, a EXTERIOR PLY OF GLASS TYPE 'B', 'D', 'D1' & 'E' MUST BE TEMPERED. •L�Iw4• 'I FLA..'PE 7,Q59 2 NOTE: CAN, 938 s: o � a GLASS CAPACITIES ON THIS SHEET ARE It BASED ON ASTM E1300-04 (3 SEC. GUSTS) � drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21904_1 9 • sheet Q of g TYPICAL ANCHORS m /[ 1 0 TYPICAL ANCHORS SEE ELEV. WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM FOR SPACING 18Y SEE ELEVMUS T SUSTAIN LOADS IMPOSED BY GLAZING S Y STEM AND wooD BUCK FOR SPCING Y STRUCTURE.TRANSFER THEM TO THE BUILDING av a& m J0 m 4a Z4 v j ° " 0 O adTYPICAL ANCHORSSEE ELEV. FOR SPACING 4'. 4'. W 1/4HILT[ KWIK-CON 11 (FU=163 KSI, Fy=157 KSI) UILwINTO 26Y WOOD BUCKS OR WOOD STRUCTURES O 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. 0R MASONRYO U 1-1/4 MIN. EMBED INTO CONC. OR MASONRY 27 !6 -1DIRECTLY INTO CONC. OR MASONRY O 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Omp0O j7dI °� a 8METAL TYPICAL ANCHORS 3- ii ii 7 10 STRUCTURE TYPICAL ANCHORS SEE ELEV. #14 SELF DRILLING SCREWS (GRADE 5 CRS) W z s u� :I SEE ELEV. FOR SPACING �j o it j FOR SPACING INTO MIAMI—DADE COUNTY APP'D MULLIONS (MIN. THK. _ .090") J Z chi Q 25 INTO METAL STRUCTURES Q w STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/$" THK. MIN. (6063—T5 MIN.) v !! !I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) m' Z N !! ! I N rn j! j! 5 x ANCHOR EDGE DISTANCES 0 W N o — ! ! 27 . N INTO CONCRETE AND MASONRY = 2" MIN. z INTO WOOD STRUCTURE = 1" MIN. 3 INTO METAL STRUCTURE = 1" MIN. p w Z CONCRETE f'c - 3000 PSI MIN. _ — z �E MIAMI-DADE COUNTY APPROVED C-90 HOLLOW/FILLED BLOCK f m = 1500 PSI MIN. gN0 MULLION & MULLION ANCHORS N 3 W SEE SEPARATE NOA Z `n M SEALANT: � M z 13 W� �� ALL FRAME AND VENT CORNERS AND INSTALLATION = ' E SCREWS SEALED WITH SILICONE. Z !I !I I v0o .. I a! i! WEEPHOLES: v=i 04 I I 0 W1 = 1" WEEP NOTCH AT EACH END a a TYPICAL ANCHORS �i �j o SEE ELEV. 0 FOR SPACING = Ij Ij � II ,I 6 19 TYPICAL ANCHORS TYPICAL ANCHORS z 0 z I SEE ELEV, SEE ELEV. I 3 FOR SPACING FOR SPACING y o Wl 14 s s _ C 0 0 p M a. N l3 N 15 . 2 y � gi' ooS .� xQ •��„ C 27 i0 I I EngR JAMAODMADA o_ 1 FSA.'PE 76592.. +a IL C.A.N. 5..38 2"•MIN, v .4 d V ! TYPICAL ANCHORS e 'a'.. SEE ELEV. q drawing no. e FOR SPACING °' o v . • • "' ° 0 ° W04-19 sheet 3 of 6 O1/4' MAX. O 1/4" MAX SHIMS 1/4" SHIM TYPICAL ANCHORS Z n VENT WIDTH TYPICAL ANCHORS SEE ELEV. SHIM 18 SEE ELEV. MAX. FOR SPACING Z 12 FOR SPACING F„ w 24 9 Q N n- TYPICAL ANCHORS d M O SEE ELEV. _ 4 O o U FOR SPACING 10 _ - _ _ d . p aQQ 8 -_.— o Y W K O�0 '- O WOOD STRUCTUR N __ ^ J a . � �° LL z g17 18Y Q w 4 EXTERIOR WOOD BUCKS D.L. OPG. • gZ Go • N STRUCTURE WINDOW WIDTH W 9/16" MAX. TYPICAL ANCHORS o i 3/8" MAX. [�'� 9/16" MAX. SHIMEE ELEV. FOR SPACING N SHIM 28 28 SHIMS 28 Z Z �y TYPICAL ANCHORS v v SEE ELEV. FOR SPACINGZ Lo ? N M rn - - X2D 5 In aLO04 d ..g}• S N Im: O O dfN MIAMI-DARE COUNTY V 4 U APPROVED MULLION TYPICAL ANCHORS z z SEE SEPARATE NOA SEE ELEV. FOR SPACINGOR 8 0 M O fV r •� O O O b � •'Engr:'Jp4'AD AHMAD ------------ - - ' cArN;i6 s2 -- — Li -- -- s 'O N V V �+© drawing no. WINDOW WIDTH WINDOW WIDTH W04-19 sheet 4 of 6 2.940 1.594-1 ITEM # PART 0 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 062 1 RS100-008 1 FRAME HEAD 6063-T6 - j TYP. 2 RS100-007 1 FRAME SILT. 6063-T6 - � 3 RS100-004 1 MEETING RAIL 8063-T6 - Z P 1.750 -¢-.- 1 250 .062 TYP. 4 RS100-001A 2 FRAME JAMB 6063-T6 - O Z 750 2.875 2.750 5 RS100-003 1 VENT HEAD 6063-T6 - Q 0. �- 2.815 6 RS100-006 1 VENT BOTTOM RAIL 6063-T6 - 0 U 7 5ODY-007 AS REQD. GLAZING BEAD 6063-T6 - a 8 RSIOO-012 OPTIONAL HEAD SNAP COVER ALUMINUM - o w O FRAME HEAD 750 9 RS100-009 2 VENT SIDE RAIL 6063-T6 - V 1.435 10 CHANNEL 2 VENT STOP 1-1/40x 1-1/4" x 2-1/2" - - O m 2.875 a a 00 062 12 W33231NK 4 WEATHER STRIPPING PILE (VENT JAMBS) - - G a Q QO •750 TYP. Q FRAME JAMB 13 W33231NK 1 WEATHER STRIPPING PILE (MEETING RAIL) 14 Q-LON 1 0-375 X 190 WHITE 15 V-033 1 WEATHER STRIPPING GASKET NEOPRENE 3.250 1.794 631 "` •135 1.093 16 P--049 1 GLAZING INSERT - - J Nm Q_ .100 188 16A V-055 1 VINYL LAM. INSUL, GLASS PVC - Q Ll .078 17 P-020 2 VENT TOP GUIDE NYLON ATTACHED W/ #8 X 3/8" FH SMS •598 18 P-022 2 VENT BOTTOM GUIDE NYLON - Z 19 P-0358 2 SPRING LOADED HANDICAP FINGER LOCK ALUMINUM 6" FROM EACH END N 19 VENT LATCH 22 #10 X 1° AS REQD. FRAME ASSY. SCREWS ST. STEEL P.H. PHIL. 30 W 00i4 1.557 23 2 1" X 1" X 4" LG. FOAM PAD O -� 24 2 ULTRA UFT BALANCE # 23 x 30 LB = CADWELL 3 3 MEETING RAIL 062 750 25 2 ULTRA LIFT NON TILT BRACKET z W 1.E222 -� 26 - OPTIONAL SCREEN ALUMINUM - = Z Q 2.091 L 27 RSIOO-028 AS REQD. FLUSH ADAPTER HEAD/SILL 6063-T6 - LL N .0 28 RS100-028 AS REQD. FLUSH ADAPTER JAMBS 6063-T6 - Z Z Lo - Ln 5 O � � M rn 7 GLAZING BEADth 1.750 .062 1TYP. 2.500 1.125 O U 0 (n � N � .808 .078 1.153 2.792 LI.153J 750 yy N .91112 .062 0 � NLaoo0 VENT TOP RAIL O VENT SIDE RAIL I I o o �. Imo-- 2.697 3.087 � Z) zbi 1.841 27 FLUSH ADAPTER HEAD/SILL au 0 O r N N � .662� T $ o O o .686 062 3.125 ! ! 3.625 2.625 .062 2.813 FEngr: JAVAP AHMA TYP. 17.078 2.792 CIVIL FLA. PE 70582 T .062 d.�j.N. SEf�3�3; 1.000 I r 2.875 drawing no. �- -.490 ' W04-19 O VENT BOTTOM RAIL O FRAME SILL 28 FLUSH ADAPTER JAMBS sheet 5 of 6 V 22 'Z � J O o v 0W M W � mm 0 aQ ¢ 8 0 Fr ; 0 QWW a IL zN : o Q W ei F ... N CIA 22 W z u CD z ZQ 8 Z _ ~ N Z LO 3 : I QzI.L. Q Uogv N F Gl Cf x � VENT CORNER DETAIL F z r- 2 0 0 N O_mM O� N 9 o O 5 22 I ngrj-.AVA A4,Pp rn ! o CML YLk PE FRAME CORNERS DETAIL CAR $ s drawing no. W04-19 sheet 6 of:D6 . HERO/SILL ANCHORS A7 STILE ENDS �u AT 2-1/2" O.C. M (5) FOR INSTALLATIONS INTO WOOD/CONC. o (4) FOR INSTALLATIONS INTO METAL STRUCTURES 39 3/8" MAX. 75 3/8" MAX. Z j FRAME WIDTH FRAME WIDTH Q tl 4 1/2" MAX. 4 1/2" MAX. W� g CORNERS A CORNERS A _ 5 9 L) U. II VD i \ °gyp 8 LI �r Ir I I \ Q E32 a ` I t E ` LL zy ..t r04 I LOW M t�i — p I J N a^, o ua i i I a^, `c� i i I �a cr+ W II 0) o „ o — W v `` II XX ? Q NLn 00 I1 \ I I OD g , N I I I � M I jj 1 Ln ACTIVE I _ _ JI ¢ INACTIVE I 1 ACTIVE $ J u- A rqt 7t 1111 ) (3 Ln ir SURFACE APPLIED SURFACE APPLIED e \ (3 N g ,W FALSE MUNTINS m w FALSE MUNTINS m MAY BE USED iv z MAY BE USED z 25 3/4" \ 0 25 11/15" 25 11/16" a v D.L. OPG. r7 D.L. OPG. O.L. OPG. � v 35 3/4" MAX. 72" MAX. SERIES RD45 LEAF WIDTH DOOR OPNG. WIDTH o ALUMINUM OUTSWING ENTRANCE DOOR Z U C• (xx} O m W SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE ABOVE. o SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. 1'RpDMRBVIM N a H SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. as complying with theFioridalldibs Code °' b LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL MAXIMUM DESIGN LOAD RATING = + 80.0 PSE A�ccacNo 1 APPLY TO ENTIRE SYSTEM. (FOR SIZES SHOWN ABOVE OR SMALLER) - 80,0 PSE y a N c N ppoi, °p$pg' Q O O N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AS ALLOWED BY FBC i 2 Mimi Delle Prod Control , •� o d o � � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). FTHEIE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY HUTTERS ARE NOT REQUIRED. , TO TRANSFER LOADS TO THE STRUCTURE. c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr: J—AWb AHMAD TI o CIVIL' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. PE t 70592 g C.A.N. 538 a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE at NOT PART OF THIS APPROVAL. NOTE; P. v u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION W04-37 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05—DEC•--219 qM2 012 sheet 1 of 10 DESIGN LOAD CAPACITY - PSF 39 3/8" MAX. 75 3/8" Max. ` SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS FRAME WIDTH FRAME WIDTH � DOOR GLASS TYPE GLASS TYPE WIDTH-W1 WIDTH-W2 HEIGHT-A 'A' 'B' 33 3/8" 69 3/8" INCHES INCHES INCHES D.L. OPG. PGO /INT.{-)EXT.(+)/INT.(-) D.L.. . 24 80.0 80.0 12" MAX. 4" MAX. 12" MAX. 4" MAX. z NI 0. 30 80.0 80.0 HEAD/SILL CORNERS HEAD/SILL HEAD/SILL LL IL O 63-3/8 F CORNERS Q 0 37-5/8 80.0 80.0 � 43-5/8 69.0 69.0 24 81-5/8 80.0 80.0 O w Q 69-3/8 30 80.0 80.0 14 � I t � � 37-5/8 80.0 80.0 �! i 1 I I I r q 24 80.0 80.0 w r �� W r i i l i i i a W a.75-3/8 30 80.0 80.0 r o ---- O ------1------ ------ 0 �.C. 37-5/8 80.0 80.0 NJ ------1------ ------li 0 0p o H U IY Z V o f I i I✓ 11 Q �'r�y 24 80.0 80.0 Qq 30 80.0 80.0 N 'I G \ iv F- N i i j1 jc,83-3/$ a 37-5/8 80.0 80.0 N43-5/8 69.0 69.0 24 85-5/8 80.0 80.0 69-3/8 30 80.0 80.0 I I I t - 1 11 I I tl _/ g Z 37-5/$ 80.0 80.0 II / 1 - r II / I I \ ANCHORS AT ENDS II I I 24 80.0 80.0 ANCHT Tm II 1 / I I . \ fn � ==R= I AT 2-1/2" O.C. 75-3/8 30 80.0 80.0 I t IC (S 37-5/8 80.0 80.0 C g N •• F I 24 80.0 80.0 / II I (3) FOR INSTALLATIONS _ =�F===_ I INTO METAL STRUCTURES 30 80.0 80.0 z ^F 63-3/8 I II 1I f II I I \ Z I I 37-5/8 80.0 8010 � I I 43-5/8 91-5 69.0 69.0 s l I/� W �/ / T I! N 24 /8 80.0 80.0 ° w m O / ___ - I w i0 O / �� 1 1 •�, \ Z N 69-3/8 30 80.0 80.0 Q ---==I �== i \ J =_= f� M cv m j� I i u7 37-5/8 80.0 80.0 i i I gig I I I I 8 J z - 24 80.0 80.0 II R II / a 30 80.0 80.075-3/8 / o37-5/8 80.0 80.0 11 0 0 24 80.0 80.0 N 63-3/8 30 80.0 80.0 37-5/8 80.0 80.0 Uj 69.043-5 B 69.0 97-5/8 ao24 80.0 80.0 0svN Y 69-3/8 30 80.0 80.0ACTIVE 0 INACTIVE ACTIVE c u6 P - rc N 37-5/8 80.0 80.0 a 24 80.0 80.0 U 75-3/8 30 80.0 80.0 SURFACE APPLIED B SURFACE APPLIED B m FALSE MUNTINS 37-5 8 m w FALSE MUNTINS m / 80.0 W1 80.0 MAY BE USED 25 3/4" U MAY BE USED 25 11/16" 25 11/16" Im FRAME WIDTH D.L. OPG. D.L. OPG. D.L. OPG. M iri o N 35 3/4" MAX. M 72" MAX. o o Y? $ a N a ui LEAF WIDTH DOOR OPNG. WIDTH a o o a (O/X) (O/XX) / \ a c / \ Engr: JAVAD AHMAD n o / \ FLA. PE 70592 / \ 4 PROAiTCTREVI9ED C.A.N. 3538 td � a a as complying with dw Florida x Building Cale Q v u rX \ / Acceptance No U 0 V O.16 \ / drawing no. W1 (SINGLE DOOR FRAME WIDTH) 21 + 1-5/8" By �� 04-37 Miami Dade Product Co-- nttol� sheet 2 of 1 Q DESIGN LOAD CAPACITY - PSF HEAD/SILL ANCHORS AT STILE ENDS SIDELITES AT 2-1/2" O.C. (5) FOR INSTALLATIONS INTO WOOD/CONC. i� GLASS TYPE (4) FOR INSTALLATIONS INTO METAL STRUCTURES SIDELITE WIDTH FRAME HEIGHT 'A' & '$' ap 3 INCHES INCHES EXT.(+)/INT.(-) SIDELITE WIDTH MAX. SIDELITE WIDTH MAX. 75 3/8" MAX. SIDELITE WIDTH MAX. O z 36-1 /4 800 SEE CHART AT LEFT SEE CHART AT LEFT FRAME WIDTH SEE CHART AT LEFT .. V a 2 1/4- MAX. 2 1/4- MAX. r"" W y a. 38-5/8 80.0 a7 81-5/8 HEAD/SILLHEAD/SILL d0 41-1/4 80.0 CORNERS 2 1/2" CORNERS 2 1/2" O U O 43-1/4 80.0 2 1/2" 2 1/2" 0 9 36-1/4 80.0 Q 38-5/8 85-5/880.0 1 .1 --- _ A ��_-_-` 0 h 41-1/4 80.011- 1 �I d `I 36-1/4 80.0 II O O yy�W Q 8 NO 38-5/8 91-5/8 \80.0 O 38-1/4 97-5/8 80.0 �w ., -- 11--- - 11 Z N- O w � ---++----- ----�+----- �► ___ U _� ----ii_--__ ---- LU 00 0 oD --- - 00 z Ale ____ �—_== --_ — --- I I // /� Lj P m IIO) II II 11 L61 N v 4m II 0) w II II I t U II II \ II Z it jj (14 Ln 7 ~ N I �ll Z — r- M I Ln C � �;: � Z .�. it II II I 1 'n II II I I `'' U c> v II II IL INACTIVEJ i I4, ACTIVE 00 H= SURFACE APPLIED K FALSE MUNTINS : K B MAY 9E USED m 25 11/16" 25 11/16" D.L. OPG. D.L. OPG. D.L. OPG. $ � $ D.L. OPG. D.L. OPG. v 72" MAX. g o DOOR OPNG. WIDTH u a a (0) (OXXO) NOTE: =i` 0 FOR DOORS CAPACITY SEE SHEET 1(MAX. DOOR FRAME WIDTH = 75-3/8" MAX. DOOR FRAME HEIGHT = 97--5/8") FOR SIDELITE CAPACITIES SEE CHART ABOVE. g b LOWER VALUES FROM DOORS OR SIDELITE c CHART WILL APPLY TO ENTIRE SYSTEM. Engr: JAVAD AHMAD CIVIL FLA. PE t 70592 ' C.A.N. 538 ui PRODUCTPJMED as cemplying wi111 the Florida Hudding Code 14,104p. ® $ u Aoaeprauca NoS G. drawing no. lEx� �. .. � ,9 W04--37 Iv 1wal 4�h.Folixt c "rav6 �` X10�2 sheet 3 of 10 I I I It 5/32" TEMP. GLASS Z 1/8" HEAT STREN'D. GLASS 1/4" AIR SPACE 090" INTERLAYER 1/8" HEAT STREN'D. GLASS g _ g DUPONT 'BUTACITE' PVB 4 U .090" INTERLAYER Q ,.. 1/8" HEAT STREN'D. GLASS DUPONT 'BUTACITE' PVB d IL SILICONE 1/8" HEAT STREN'D. GLASS Q z m DOW CORNING 795 D DOW CORNING 995 SILICONE a 00 �u I DOW CORNING 795 Q CL \ Q DOW CORNING 995 Q r„O E8 j �+ N p \ t QI\ ! Q llW IL GLAZING DETAIL AT DOOR LEAF U In w $ LLJ 2 m A M \ U xvx 10 I , f I 'I _ a CK OP ONS SIN LE OORS• LOCK OPTIONS DOUBLE DOORS: ' Uj� N OPTION 111: `• 4 ii G ' III . MON II1: ACTIVE LEAF: ae / �` / � ? � r� c', o \ a \ GLAZING DETAIL AT 3 POINT LOCK SYSTEM BY 'AMESBURY' 3 POINT LOCK SYSTEM BY 'AMESBURY' / ` ` / SIDELITE �I o WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOMw • In — KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON GLASS TYPE A GLASS TYPE B U o fY J INTERIOR. INTERIOR. y N g INACTIVE LEAF GLAZING OPTIONS 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL W SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM , U 6 gn OPTION N2: o w OPTION 112: ACTIVE LEAF: ` W 3 POINT LOCK SYSTEM BY 'HOPPE' 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM $ AND DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INTERIOR. d g N INACTIVE LEAF o v d N .N 2 POINT LOCK SYSTEM BY 'HOPPE' C m U G W SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM a engr: JAY* AHMAD n o OPAL PRODUCTRRVISBD PE 70992 �.A•N. 3638 as complying wile the FlOdds o V� a Buddtns Cods IZ-0410.1 eL qW,,;vZwNo /2v/ O drawing no. ny 0'2012 Iv i ni ate Praduct C trot W04'-37 sheet 4 of t 0) TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONSFOR SPACIlay METAL NG I FOR SPACING WOOD BUCK 26Y WO BUCK STRUCTURE d' EDGE DIST. OR 0 STRUCTURE Q W Z / on ..J ti EOGE .D19T... I 6 e s e EDGE r. EDGE DIST. — a eo e a N,yA 0 0 PI V S6 Lj a (11rnrn� M14 x c Los V) CY O I I Q Q 4 I TYPICAL ANCHORS 52 V1 TYPICAL ANCHORS SEE ELEVATIONS .0 SEE ELEVATIONS FOR SPACING Qw 3 FOR SPACING LL Z N s E4 -THROW MIN. a w THROW BOLT PENETRATION i V4 E9 WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, = V II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Z N I TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING uj Oi ! 4" HILT[ KWI — (Fu-163 KSI, Fy=157 KSI) V ,., INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z JW 1-1/2" MIN. WOOD PENETRATION ,,, a i H THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. g D r N W i 1-1/4" MIN. EMBED INTO MASONRY OR CONC. g N M w r DIRECTLY INTO MASONRY OR CONCRETE rn y 1-1/2- MIN. EMBED INTO CONCRETE 0 o z o V4 E9 " F I (GRADE 5 CRS) w V 0 g INTO METAL STRUCTURESw ' 00 `� _j N 2 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 20 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE E5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 8 8 INTO WOOD STRUCTURE = 1 MIN. c INTO METAL STRUCTURE = 3/4" MIN. o R N W 0 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 1500 PSI MIN. y °' � F M3 SEALANTS: I I y o o Fi' N Oi ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND 0 B HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 52 Vt E2 WHITE/ALUM COLORED SILICONE. < m o W II ii g Engr. JAVAD AHMAD II o CIVIL FIA. PE 0 70592 M PRODUCTPJMSED C.A.N. 5538 lgfes complying with/dw Merida7_ awe m o v Acceptance 4:4 (n v v 1 1?x n at drawing no. EDGE DIST. ,AIO A _�� TYPICAL ANCHORS minmiDade pm.11110 tni:fol 4JA2 2U�L 1�Y `t SEE ELEV, FOR SPACING sheet 5 0f 1O TYPICAL ANCHORS SEE ELEV. FOR SPACING ° E3 � D ° M14 Z h E7 ACTIVE TYPICAL/ANCHORS EICEL ANCHORS — FOR ACING $ N °A CL Q O p U — vi s q' LLJ p � .4 j m •' � � c _ 8 p LJ 0 ° a NO3 S3 S2 V4 E9 L16 E6 J D.L. OPG. E10 LOCKS Q W g 24 SEE SHEET 4 FOR DESCRIPTION EXTERIOR LEAF WIDTH _ � � N „J I 1/2" MAX. FRAME WIDTH 1/2" MAX. v SHIM SHIM W (X) S (nn TYPICAL SEEELEANCHORS TYPICAL ANCHORS a L j 8, SEE ELEV. Z Q FOR SPACING FOR SPACING 1 E3 LOCKS C i f• J SEE SHEET 4 N to �J FOR DESCRIPTION Z N ,n 14 r M cv E7 INACTIVE ACTIVE `o N `I S _i _ V- t i V5 _ to Z V1 L,� U O e N � N � b. a • c METAL STRUCTURE LLI z P* S3 V4 S2 08 S2 E9 E6 25 E6 `v a O.L. OPG. E10 D.L. OPG. M1 �i z 24 1BY WOOD BUCK LEAF WIDTH LEAF WIDTH EXTERIOR C 1/2" MAX. D SHIM FRAME WIDTH 1/4" MAX. a SHIM (XX) a 0 Enqr: JAVAD AHMAD tl o Cf1hL' FLf, PE 70592 PRODUcrRFVISED C.A.N. 538 as compiyiag with the No>ida ° s ,t Building Cad$ , o fi Accaptancs No bMn► `O• drawing no. Misunipade Product Cunttut 2012 UV0 4—3 7 sheet 6 of 9 Q • TYPICAL ANCHORS U SEE ELEVATIONS FOR SPACING e ° 0 e EDGE tD151, e O~I s o s s O {-• (Q W (cuiylj 0. w O U E12 x a a V4oFV4 I11 06 v I ` E13 C Q G di �� '� oI a ° 3°� Gs #14 X 1" SELF DRILLING SCREWS a AT 4" FROM ENDS V4 E13 AND 12" O.C. MAX. 11 g z N E12 0 V4 U W ? � N 'n ZLnM LO M � S2 V1 's :5 —i Z LL- o E4 UO L V)u N � V4 E9 is Li I i E„ H � r i e e E19 V U C p O Z �., kacci io W FW WQ I E9 to a a Q c PRODUCTUsVIS1 D as complying with the Florids _ Building Code l 2 —0 1 0. y Q 04 � �M C O/v/ a 46 a CtlptanCCs NQ / t v O O N /�J � �' vl Ggui $ viri (O/XX) n I3 0 0 0 0 0 n •a � amvew 4 to iami ads Ptoducf Contra v V4 _ D.L. OPG. Engr: VAVAD AHMAD n a CIVIL FIA. PE � 70582 ro 1/2- MAX. 'C.A.N. 538 GAP TRANSOM WIDTH $ $ J EXTERIOR drawing no. W04--37 MAR 2 7 2012 sheet 7 of 1p TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING z j N e° ° 'ENEaD1st a. a 0 W W d Q ° . ° • a° a a °' 1 ° g � N g S6 a 01 � � a 0 o � C CL g v4 $ rl 00 a 4 � 3 E19 j z I E9 Q w el I1 ,u I TYPICAL ANCHORS SEE ELEV. .. ' FOR SPACING II z N E3 v N I s V4 E12 E13 I Ix W 4 S � w C-4 iA 0 o F M X I Q -i _ O W a d w • � v Ua ° w 0� 00 a V4 g2 V4 E9 24 E6 EXTERIOR D.L. OPP. D.L. OPG. i i. 1/8" MAX. LEAF WIDTH o z G gngn 1/2" MAX. SIDELITE WIDTH DOOR FRAME WIDTH ° W SHIM a6 F uCL yc 6 rc izi z E9 (DOOR W/ SIDELITE) V4 E19 • Q WiM En9r: JAVAD AHMAD CML FLA. PE # 70592 M PRODUCt REVISED .� as complying with the Florida v Building Code . e` a � • ``!� � a° Acte lance No N au Atc AZO/¢ drawing no. TYPICAL ANCHORS SEE ELEV. FOR SPACING BY W04—.37 Miani Dade f'041 ct C�;ititai MA 2 M2sheet 8 of 10 . r--3.770 I 3.750 ITEM # NUMBER REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS n 125 100 4.000- --�{ E1 Rp45-023 1 FRAME HEAD 6005-T5 - t M Y E2 RD45-024 1 FRAME SILL 6063-T6 - o 090 2.125E3 RD45-022 2 FRAME JAMB 6063-T6 Z n 3.000 1.625 .125 938 2.125 1,813 E4 RD45-004 1/LEAF TOP RAIL 6063-T6 - Zd - 100 £5 RD45-021 1/ LEAF BOTTOM RAIL 6063-T6j 090 TYP. E6 R045-006 2/ LEAF HINGE STILE/INACTIVE LEAF LOCK STILE 6005-T5 O TYP. L� V L�. � £7 R045-002 2 VERTICAL JAMB STOP 6063-T6 - a 572 Ix = 2.610 1N\4 �1.875� 687 Ix m 1'988 IN\4 E8 RD45-010 AS REQD. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 Sx = 1.363 IN\3 Sx m 0.873 w\3 LAM. GLASS t] E9 RD45-007 AS REQD. GLAZING BEAD SIDELITE HEAD/SILL SIDELITE JAMB ( ) 6063-T6 � � '4 £t 1 TRANSOM JAMB £1 DOOR HEAD E12 TRANSOM HEAD/SILL E10 R045-017AI REQD. LOCK STILE ACTIVE LEAF 6005-T5 v p Ell RD45-014 I AS REQD. SIDELITE HEAD/SILL, TRANSOM JAMB 6005-T5 - 0'a g 14 1.812 4.209 E12 R045-015 AS REQD. JAMB AT SIDE LITE, HEAD/SILL AT TRANSOM 6063-T6 - 0F. h + E13 RD45-016 AS REQD. SNAP COVER 0 100 1.688 50 E19 R045-029 AS REQD. INTERIOR SNAP COVER - - Q 3 d N y4 •115 1.470 E20 R045-030 AS REQD. ANCHOR CLIP, 8" LONG 6063-T6 - j 1.750 062 M1 RD45-MOl 4/ LEAF HINGE ASSEMBLY 6005-T5 - Q 4.000 �2 025-�I M3 RD45-MO3 AS REQD. FLUSH BOLT AT 3 POINT LOCK - M14 W31384NK AS REQD. WEATHERSTRIPPING _ 2.115 2.187 156 ( M20 = 3/16" x 1/2" x 4" SETTING BLOCK. - 6" FROM EACH END 4,125---mil £13 SNAP COVER M21 1/2" x 3/4" x 4" SETTING BLOCK. - 6" FROM EACH END & MIDSPAN N HINGE STILE M24 RD45-M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 8005-T5 Qpf W 04 1.687 156 E6 INACTIVE LOCK STILE 184 M25 W3142INK AS REQD. WEARHERSTRIPPING - - 00 cn V1 Q375T270 DOOR W'STRIPPING FOAM Q-LON LLJ Ix 2.262 IN\4 4.209 1 246 •875 V2 V-059 OFFSET BULB VINYL WSTP. PVC t w E3 FRAME JAMB Sx 1.024 IN\3 100 V4 V-009 BULB W'STRIPPING, DUROMETER 75±5 SHORE A PVC WIBORG, WV-3289 z Q 1.750-1F5 V5 V-065 PEROXIDE THREAD-IN FINGER -- TREMCO W z N i S2 AS REQD. 03/8"-16 X 2- LG. FULL THREAD HX.HD.. - 1 PER CONER g ~ (N 1.780 GLAZING BEAD S3 4/ HINGE #12 - 24 X 3/4" I.G. PHIL. F.H. MACHINE SCREW ST/ST HINGE INSTALLATION SCREWS � Z h M N E8 (LAMIL I 1- 3 . INSUL. GLASS 56 A5 REQD. #12 X 1-1/4- LG. PHIL. SMS. ST ST ASSEMBLY FASTENERS 5 3 J N 3.125 .552 SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION Z L'- n 4.000 4.125 w V a 100 Et0 ACTIVE LEAF LOCK STILE 1.246 875 I 1n I II �{ .562 1-.562 I GLAZING BEAD ; E8 (LAM. GLASS) i O z E4 TOP RAIL yLn riJ W 1.875 �1.870-1� 100 .860 " Z W I ZZ .875 .0707§j1.375 L.062 $ $ $' .188 7.750 op �' aFioN 1 6.875 .995 •5 o9 o `a 9 3.750 Cam u o w Et9 INTERIOR SNAP COVER E2 FRAME SILL 500 Engr. JAVAO AHMAD g u o 3.570 CIVIL FLA. P£ 70592 •062 PRODUCT RB $VISLD C.A.N. 538 1.844 as complying with the Florida .542 .447 156 Building Code 1!7.,. 1 O a 9 jW $ Acccp"0" No 14 1,750 625 I I ° 4 drawing no. -al k�- W04--37 £20 ANCHOR CLIP E5 BOTTOM RAIL E7 VERT. JAMB STOP MeamiDadeProductC0ntr0l TMI i2 sheet 9 of TQ U " S6 IA� M S6 l i z h % 1" X 2-1/2" PLATE TE 52 H a / O v O IL r 0: a LL LL i V p �d�yy iM 0 IL a Q ` O ~ rz 4 W el f F v Z N I a W LEAF TOP CORNER g DOOR TOP CORNER TRANSOM TOPZBOTTOM CORNER i U ? �- zQ I W f �~ N N Ln o D 3 _i � z � o w U) cC V0Q j N N � W 00 Fes. o � iRWta W ta S2 I / " X 2-1/2" X 1/4" c °� 1 ALUM PLATE •N n vi � to Mj 0 0 0 o a •� C < roc> ow LEAF BOTTOM CORNER Engrt'JAVA!) AHMAD g ,n a FLA. PE # 78592 '� M DOOR BOTTOM CORNER SIDELITE TOP/BOTTOM CORNER S.a,Nt 3538 J'Ronuc r"V1SED o as compiyu�g�viib tl�Florida I slltldi,tig coda 12 O�t D . $ b D F�cceptt►nca No iix n At 7 drawing no. T3 W04-37 41mji do Product Control ' MAR 2 7 2012 sheet 10 of 110), MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,ANP U 11805 SW 26 Street,Room 208 AFFAIRS(PERA) b 8 �� YNGs Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVIORNANDO GOIMEZ-PiNA, P°E° T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) CONSULTING ENGINEER w4y�r.mia mi dadc.gov/neral _ i�i'APPROVED Daybar Industries Limited ® APPROVED AS NOTED 50 West Drive p REJECTED Brampton,Ontario,Canada L6T2J4 Date: ��iU 3 �v: SCOPE: r ;,jva L I� ONLY OR CONFORMANCE VVI This NOA is being issued under the appii WA'r&W"- 'iG uta tons governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"LS-18"Outswing Commercial Steel(Galvanneal or Stainless)Doors w/16 ga Frames&w/wo Panic Exit Device-LM Impact APPROVAL DOCUMENT: Drawing No"1210 Rev 1",titled"Double&Single LS 18 Outswing Commercial Gflvanneal or Stainless Steel Doors w/Series"AS"16 ga Steel frames",sheets l through 3,3A and 4 thru 19 of 19 prepared by Tilteco Inc,dated MAR 22,2012, signed and sealed by Walter A.Tillit Jr., P. E.,bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1.Glazed vision lites are limited per sheet 8. 2. Min edge distance required for ITW 3/16"Tapcon(item#22)is 2-5/8"and for Power 5/16-18 caulk-in anchor is 3-3/4". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Brampton,Ontario and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of theproduct 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 NOX 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# 10-0217.05 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. OM nMf DNA OECOUNTY NOA No 12-0216.08 Expiration Date:April 07,2015 Approval Date: May 10,2012 Pagel Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (transferred from file# 10-0217.05). 2. Drawing No"1210 Rev 1",titled"Double&Single LS 18 Outswing Commercial Galvanneal or Stainless Steel Doors w/Series"AS"16 ga Steel frames",sheets 1 through 3,3A and 4 thru 19 of 19 prepared by Tilteco Inc,dated MAR 22,2012,prepared by Tilteco Inc.,signed and sealed by Walter A.Tillit Jr.,P.E.Nate: This revision is FBC 2010 notes update only. B. TESTS(transferred from file# 10-0217.04/09-0323.21) 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94(except sp# 7 louver) 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistant Test,per FBC,TAS 202-94(except sp#7 louver) 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 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of outswing steel Ooor,prepared by Hurricane Testing Laboratory, LLC, Test Report No.HTL-0279-0719-03 dated 07-16 thru 08- 18-2003 for specimen 1, 2, 3, 7&7 EMB, signed and sealed by Vinu J. Abraham,P.E. Note: The above test report has been revised with addendum letters dated Dee 16,2004 and a revised marked-up drawing issued on 12-15-2004 by Hurricane Testing Lab, signed and sealed by Vinu J. Abraham,P.E. C. CALCULATIONS 1. Anchor Verification Calculations,complying w/FBC-2007,dated 03/17/09,prepared by Tilteco,Inc.,signed and sealed by Walter A.Tillit Jr.,P. E.(submitted in files# 10-0217.05/ 09-0323.21). D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. Job# 0279-0719-03,dtd March 02,2004, issued by Q C Metallurgical, Inc,per ASTME-8,signed& sealed by Frank E. Grate, P.E.(submitted in file# 10-0217.04) 2. Notice of Acceptance No. 11-0920.07 issued to Dyplast Product,LLC(Former Apache Products Company)for"EPS-Expanded Polystyrene Insulation",expiring on 01/11/17. 3. Notice of Acceptance No. 08-0305.02,issued to SABIC Innovative Plastic(Former G.E. Plastic)for"Lexan Sheet Product",expiring on 07/17/2013. F. STATEMENTS 1. Statement letter of compliance to FBC-2010,dated FEB 15,2010,issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr.,P. E. 2. Statement letter of compliance to FBC-2007, April 29,2009,signed and sealed by Walter A. Tillit Jr.,P. E. (Transferred from File # 10-0217.05) 3. Facsimile correspondence dtd Nov. 14,2005 from DAYBAR,requesting substitution of Stainless Steel in lieu of Galvanneal Steel&BCCO response dated 11/23/05. 4. Statement letter of compliance by HTL, LLC., as part of above referenced test report. G. OTHER 1. This NOA revises NOA#10-0217.05,expiring 04/07/15. 2. Material properties data sheet of AISI 304 Stainless Steel. 3. Manufacturer/Distributor agreement between Daybar Industries Limited, Canada and Daybar Southeast Service Center,Key Largo,USA, signed by Mark Dodson and Bob Wolfe, respective officials of the companies. (original in file#11-05200 \- C44". Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0216.08 Expiration Date:April 07,2015 Approval Date: May 10,2012 E-1 GENERAL NOTES AND SPECIFICATIONS: 1. DOUBLE & SINGLE SERIES LS18 FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W/SERIES "AS" FRAME, SHEETS CONTENT: SHOWTHWN ON THIS THE 2007 & 20D10CEDITIO SVAL DOCUMENT OF HE FLORIDA BUILDING CODE. DOORHAS BEEN EMAYOR CODE BE INSTALLED PATNCE HIGHI VELOCITY HURRICANE ZONES. SHEET #1 INDEX, COVER SHEET & GENERAL NOTES DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING SHEET #2 ASSEMBLY ELEVATIONS NO 1 , 2, 3. ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 3 & 3A. SHEET #3 ASSEMBLY ELEVATIONS NO 7, 7--EMB. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL SHEET #3A MAX. DESIGN PRESSURE RATING (psf.) SCHEDULE. BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS-BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE SHEET #4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 3 & 3A. SHEET #5 HORIZONTAL SECTIONS A—A & B—B. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER HTL LAB REPORT #0279-0719-03 SHEET #6 HORIZONTAL SECTIONS C—C & C'—C'. AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1615 OF THE FLORIDA SHEET #7 VERTICAL SECTIONS D—D, E, F, G, H, I AND HORIZONTAL SECTION J—J BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. SHEET #8 DAYBAR & AIR LOUVERS VISION LITE DETAILS. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 19) SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL OF THIS DRAWING. SHEET #10 TYPICAL DOOR SECTION, ::Z" ASTRAGAL & ASA STRIKE REINFORCING 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FBC TO BE DETERMINED BY BUILDING SHEET #11 MULLION INSTALLATION DETAILS. OFFICIALS ON A CASE-BY-CASE BASIS. SHEET #12 SURFACE BOLT INSTALLATION AND DETAILS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL. TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. DOOR SURFACE CLOSER REINFORCEMENT DETAIL. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. 5. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS WITH E60XX ELECTRODES, FOR GALVANNEAL MATERIAL, AND W/AMERICAN WELDING SOCIETY A.W.S. D.1.6 REGULATIONS W/ E-308 SHEET #14 DOOR SNAP IN TOP CAP DETAILS. ELECTRODES (FU=80k.s.i.) FOR STAINLESS STEEL MATERIAL SHEET #15 HINGE BAR REINFORCING FOR DOOR. 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 17 OF ANSI #A115.1 #86 MORTISE LOCK/RIM PANIC REINFORCING THIS DRAWING. DOOR SURFACE BOLT REINFORCING DETAIL. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 18 AND ELEVATIONS ON SHEETS 2 & 3 OF SHEET #16 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL. THIS DRAWING. SEE SHEET 2, 3 & 7 FOR THRESHOLD ANCHORS, AND SHEET 11 FOR MULLION ANCHORS. SHEET #17 ANCHOR DETAILS. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS 5, 6, 7 & 17 OF 19. SHEET #18 ANCHOR SCHEDULE. 8. THIS DOOR WILL NOT REQUIRE A HURRICANE P, R�=QN DEMCCE, WIRE ANCHOR DETAIL. 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER. AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE 1, 2 PIECE COMBINATION STUD ANCHOR DETAIL. AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 3 & 3A. EMA BUTTERFLY ANCHOR DETAIL. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME, THRESHOLD AND VISION LITE COMPONENTS INDICATED ON SHEET #19 BILL OF MATERIALS. THIS DRAWING. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR, A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �at00®lmvaog� �Qo� 12. DOOR'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. 9 ,�``• ,..••••••..•� tel" ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: o� a c '� DAYBAR INDUSTRIES LTD 50 WEST DRIVE, BRAMPTON, v � ON CANADA, L6T 2,14. 0 e MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) m S ©2012 VUEc0 mc.(EMNEMNa) DOUBLE & SINGLE'SERIES LS18 OUTSWING COMMERCIAL 4•� ' � F dog i111+4Niti(7IiTY1Nfiidp GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN 8Y: w ;:• oAp a)!s V016T`e�ferliq 16 GAGE GALVANNEAL OR STAINLESS STEEL. FRAME LG./A.G. FLUSH, EMBOSSED & GLAZED ASSEMBLIES S�+ [� ae �S t L E C Na. /17/12 DAYBAR INDUSTRIES LTD - anrE si 1Jf0•• A� TILLIT TESTING & ENGINEERING COMPANY b0 VIM ORNE. BRAMPTON, s�®Ai�se��eaBsg 6355M.W. JSIA SY.,Sts.JA MGM R.JJ166 ON CANADA, LOT 2J4 R_= Phms:(305)871-15)6. Paz. 305)sra=e53a TEL: 903 625-MOO FAX: 905 625-4204 12-010 a-mall: !I!leca�aoLcom DRAWING No 0-0006719 NES.No oasewm VAnRV.Ito macnimax care WALTER A. TILLIT Jr. P.E. , a10.a9-ara0 a n a FLORIDA Lic. 0 44167 e 4 SHEET 1 OF 19 ' DETAIL 816!9. DI 1 DETAE#16/9 SIDE Fj lA i E— £A.SIDE DETAIL 816/9 DETAIL 916/9 DETAIL 016/9 EA.SIDE }; EA.SIDE EA.SIDE DETAIL 016/9 N 100' MAX. FRAME WIDTH 100' MAX. FRAME WIDTH 100' MAX. FRAME WIDTH E0.SIDE 48' MAX• DDDR WIDTH 48' MAX DOOR WIDTH 48' MAX. DDDR WIDTH 48' MAX. DOOR WIDTH 48' MAX. DDDR WIDTH 48' MAX. DOOR WIDTH A: oI '° ,o 2 26 8 26 8 2 � 2 26 8 26 8F 2 2 26 8 26 8 2 x 1 1 x 1 1 18 19 1 Wa 19 21 21 8 cu 8 wcu Q or (D- T 9 19 21 21 W 6 � 18 DOOR EDGE SECTION �^ to 19 SEE DETAILN 6AD 1 22 DDDR EDGE L#6/1N � ' 23 2 19 SEE DETAllO 6/l0 8 2 x +�� 13 4 22 c'0 N 14 2 6 23 Y _ � 23 20 20 � � 0 � 23 °° � � 23 2 CD or A a a o 1 W a 18 a 21 21 8 cu 21 21 18 a ,. 3 ® 10 17 ® 10 17 3 ® 10 1Q7 Q®QOI 7 � 3 ® 10 17 Q3 ® 10 17 TYP. 1 P. TYP• TYP, et TYP. ,a " yl• C O I'� TYP• 1. or �! r! 26 1 a7s 1 26 22 @ 1o• O.C. MAX. 26 1 26 1 26 1 26 1 1. 2 e 10 D C. MAX. 10• D C. MAX. 10Io• 10• w• 10• 10• 10• 111• m Io• 10' Io• • 22 MA 2.75 �+ I 2Js z.75 F-- �{ �{- «{ 2.75 z.7s 1O' _I_ t0• m [0 1a• [o• :2.75 MAX, MAX. MAX. MAX. MAX. MAX MAX, MAX MAX MAX MAX. MAX• AX."11"'MAXX."'lll MA AX.�AX• 2.75 D I 2.75 2.75 I 2.75 2.75 ASSEMBLY #1 et INTERIOR ELEVATION ASSEMBLY #2, IN INTERIOR GELJ VATIDN ASSEMBLY #3. IN INTERIOR DOORS STI❑N PAR OF OUTSWING DOORS PAIR OF ❑UTSWING DOOR, PAIR N TIONOUTSi W D DRS WALL CONDITION I MASONRY, N I MASONRY- WALL CONDITION I WOOD STUDS WALL, CONDITION M ,�, NCHORS I 7 T ANCHORS[ WIRE® DETAIL #21 SONRY ANC Q DETAIL #20 VON_DUPRIN 98/99L TRIM SERIES RIM EST 1® SCH-D SERIES CYLINDRICAL L❑CK + CH- E A OR CARRIAGE BOLT ( > OR W0131) SCREW AT BOTH DOORS HAGER #27511 SURFACE BOLTS (TOP & B❑TTEI ) AT LAG BOLT 9 W 4 / ' L B 1 68 T y/p - 0 S <W/ DEAD BOLT INCLUDED) R >4 ' S DEL #FBB TT HINGE 4 TT HINGED H275D SURFACE BOLTS AT 10 DOORS VON DUPRIN 9954 REMDVABLE MULLION 4 Y O 9 BUTT 0 4 R M 279 STEEL TT HINGE 112' STANLEY MODEL W11179U N E t (FOR DOUBLED 'Z' ASTRAGAL Q3 W/ EISA STRIKE W/ ASA STRIKE FOR MORTISE LOCK, DOOR LOSE ITEM I EXPANDEl POLYSIYRENE OR HD EYCDMB FOR -CYLINDRICAL LOCK AbID DEAD HIILT STRIKE DOOR CORE EXPANDED POL, S YRENE OR HONEYCOMB PAPER PAPER FULL ISH DOOR CORE I EXPANDED POLYSTYRENE OR HONEYCOMB PAPER FULL FL S VISION LITE MODEL V�F_EZ-IG 9 . BY AIR LOUVERS. INC., LUSH VISI❑N LITE MODEL VLF-EZ-IG 9 _BY AIR LOUVERS. INC, W/-1/2' LEXAN GLAZING SET .Ii�_D❑W CORNING #995 VISION LITE MODEL VLF-EZ-IG9 ,_ BY AIR-LOUVERS, INC. W/ 1/2' LEXAN GLAZING SET DOW CORNING #995 STRUCTURAL SILICONE, W/ 7' x 22' DOOR CUTS-OUT W/ 1/2' LEXAN GLAZING SET I DOW CORNING #995 STRUCTURAL SILICONE W/ 12 x 12 DOOR CUT-OUT NARROWLITE (5'x20' D.L,OJ STRUCTURAL SILIC❑NE W/ 12-L-K 12' DOOR CUT-OUT NARROWLITE: (IQ'xlD' D L 0) AND DAYBAR VISION LITE NARROWLITE (10'x10' D.L.p•)__AND DAYBAR VISION LITE ® WITH 3/8' LEXAN GLAZING SET IN DOW CORNING #995 M9AUCT fM vma WITH 3/8' LEXAN GLAZING SET IN DOW CORNING #995 STRUCTURAL SILICONE W/ 11 1/8' x 11 1/8' DOOR SJRUCTUR& SILICONE W/ 11 1/8' x 11 1/8' DOOR Y~� 00 MAX, A.S.D. DESIGN PRESSURE RATINGS CUT-OUT NARI�AWh.ILE, (93/4'x9 3/4' DLO) CUT-OUT NARROWLITE (9 3/4'x� 3/4' II.L.p.). �eQa COUTSWING SINGLE & DOUBLE DOORS W/ MAX. A.S.D. DESIGN PRESSURE RATINGS .000 VON DUPRIN RIM PANIC DEVICES) MAX, A.S.D. DESIGN PRESSURE RATINGS (OUTSWING SINGLE DDDR W/ TWO SURFACE BOLTS POSITIVE +70 PSF (DUTSWING SINGLE DOOR W/ TWO SURFACE BOLTS & DOUBLE DOORS W/ FOUR SURFACE BOLTS) q+,,.�, NEGATIVE -65 PSF & DOUBLE DOORS W/ FOUR SURFACE BOLTS> POSITIVE +65 PSF POSITIVE +65 NEGATIVE NEGATIVE --65 PSF s �a��. k1r �e@0`4��•••.• E��••.��O-„, FLORIDA BUILDING CODE (HIGH VELoc1TY HURRICANE ZONE) •.,..` ASSEMBLY ELEVATIONS # L 2 & 3 � �� ••. : ©2012 TILTECO INC.(ENGMSMO) 'GALVANNEAL&I SINGLE SERIES LSIS OR STAINLESS STEEL DOOR OUTSWING COSERMMERCIAL CIAS" DRAWN BY: SEE SECTIONS ON SHEETS 5, 6 & 7 e 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. o � FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. SEE SHEET 3A FOR MAXIMUM A.S.D. DESIGN PRESSURE RATIN 1% •�. L ECO 1Na. DAYBAR INDUSTRIES LTD 01 DATE12 s® 0� TJLLtT TESTING & ENGINEERING COMPANY 80 wm Om BRAMPTON. SCHEDULE FOR ASSEMBLY COMBINATIONS, �, •.• (��;.. .� a ST I >s •5� SIa• SM I�,�� I ,�uIM ON CNVAOA, L8T 234 ��® •�� +• `�` ©0o PAoas:(J )87l-1330.Fair:(308)871-1531 TEL; 809 625-OM FAX: 908 629-4204 12-010 ®�� '•••.••••` �� 09 ®—mott. Hit6co®ao�Com DRAWING No ssl pp�� ES-0006719 KY.N. Da MMON DATe REV.No DE60RC M VAI ON WALTER A. I1LUT Jr. P.E. eBd�•��/6000BOlip FLORIDA Lk. # 44[67 1 00 o9-030 I/1711a >r SHEET 2 OF 19 40 3/8' MAX, FRAME WIDTH 40 3/8' MAX. FRAME WIDTH DETAIL #16/9 H 9C DETAIL #16/9 36' MAX, DOOR WIDTH 9C EA. SIDE 36' MAX. DOOR WIDTH EA. SIDE H 12' MAX 1 12' MAX 1 fu tU � tm0 W 9c x 1 ag ¢ C3E w� a2: W 1 O wN cu wN v 1 ® N 9C ® OR (a LITES ARE PERMITTED °� ��-(P') ON EMBOSSED DOORS PROVIDED 9B cri THAT LITE'S MOUNTING FLANGE ¢ 1 ¢ MUST HAVE FULL FLUSH CONTACT � I w g WITH FLAT PORTION OF DOOR x 19 OY 19A ¢a N SKIN. SEE DETAILS ON SHEET 8/19 = c m f- = a 7'x ¢ M H w. h C9 Lu N cJ 2= 22 w N m /-41\ La. W w� I MAX. w• i 1 cu CU F lei A Lei I Q d 14 4 C3 2: -T x L _ J o ¢ x w. x g x W o g 13 4 zCog ZD w% i. m °' w� m — cu N x cu� x cl 98 Co g ® wcu wN M J xo x ¢ C3 ¢ I' Cog C'Jf wCHx (h W. W. CU CU cu 3 4 1017 x x TYP, o g co 3 (a) 17 cs g C) W. o TYP, 01 _ 26 16 I 22 a 10. O.C. MAX. I 26 16 1 22 a 10' O.C. MAX. 2,75' MAX. MAX. MAX. 2'75' 2.75' MAX, MAX. MAX. ASSEMBLY #7 a EXTERIOR ELEVATION SINGLE DOOR ❑UTSWING WALL CONDITION -_WELDED HOT ASSEMBLY IN #7-EMB EXTERIOR ELEVATI❑N SINGLE DOOR OUTSWING WALL CONDITION - WELDED HOT ROLLED 3/8& MIN. THICK STRUCTURAL STEEL CHANNEL. FRAMEA AND HEAD. N I 3/8'X3 1/2. ROLLED SIRUCTURAL STEEL CHANNEL FRAMEj6MB A D H A . N OSI 3/8'x3 112' FLAT HEAD MACHINE FLAT HEAD MACHINE SCREW, LOCK WASHER & NUT W/ EMA (DET #23A). OR FRAME 1 WELDED @ 12' SCREW, LOCK WASHER & bjUT W1 EMA <DET #23A)LOR FRAME 1 EL E 121 O.C. AT JAMB AND HEAD T JOMB AND HEAD INCLUDINGT OTTOM OF JAMB <DET #23B), SCH-D SERIES CYLINDRIPAL INCLUDING JOP & BOTTOM OF JAMB QET #23B), SCH- K 1 W/ DEAD BOLT LOCK d3 + S - 14_ 4 1/2' HAGER MODEL BB1279 STEEL BUTT HINGE 0 INCLUDED. 4 1/2' HAGER MODEL # BB1279 STEEL BUTT HINGE 10 DOOR CORE@00—EXPANDEDPOLYSTYRENE ❑NEYCOMB APEEMBOSSED OR T N E S V I �0��►b`f��,� VLF-EZ-IG 9 BY AIR LOUVERS, INC. W/ 1/2' LEXAU GGLAZING SET IN DOW CORNING #995 as T T CON W/ 12' x DOOR C - T T D Y R MAX A.S.D. ESIGN PRESSURE RATINGS VISION LITE 9 H E ISTRUCTURALS I NE @Ba79ts�oaP ° / 0 CUT-OUT NARR WL T C /4'x 3 4' O, o �° �'�°�a� (OUTSWING SINGLE DOORS WITHOUT SURFACE BOLTS) ��e 6� P•TI� � POSITIVE +65 PSF MAX. A.S,D, DESIGN PRESSURE RATINGS 0°°i ��e.••'®G�,�S� •.• y NEGATIVE -53.3 PSF j A �4c,,1` (OUTSWING SINGLE DOORS WITHOUT SURFACE BOLTS) 0 �e: �} POSITIVE +65 PSF o° . i FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) NEGATIVE -53,3 PSF a O ©2012 TILTECO INC. (ENGINEERING) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS° DRAWN BY: a . '� 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME LG./A.G. %ASSEMBLY ELEVATIONS #7 7—EMBco��P''c��o°° FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. �� . E C 0 Na. DAYBAR INDUSTRIES LTD 01/"/12 SEE SECTIONS ON SHEET 7 Ooee+°° ILLIITy TESTI Sc& ENG1NEERI11V0 CCOM7P4NY 50 WDRIVE,33166 ON L GA, DATE Pho°° (CW sa�7r-rgsr TEL 908 828-8040 FAX:908 628-4204 12-010 — SEE SHEET 3A FOR MAXIMUM A,S,Dr DESIGN PRESSURE RATING °^m°f' 001767'° °°"' DRAWING No EB--ODQ6719 scv.N• I CLS°AIPiWN DATE I ew.No I O[Sgtlrnorl an WALTER A TILUT Jr. P.E. OLD 09-00 1 17 t 3 SCHEDULE FOR ASSEMBLY COMBINATIONS. FLORIDA Lfc. f 44167 1 , SHEET 3 OF 19 MAX, A,S.D1 DESIGN PRESSURE RATING (psf 1) SCHEDULE FOR INSTALLATIONS COMBINING ASSEMBLIES #1 THRU #7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE )K ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS A ASSEMBLY #1 ASSEMBLY #2 ASSEMBLY #3 ASSEMBLY #7 ASSEMBLY #7-EMB SHEET 19) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 3) (SEE SHEET 3) 6 0.157" DIA.x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 21/17) +70, -65 - +65, -65 +65, -65 +65, -53.3 +65, -53.3. 7 2 PIECE COMBINATION STUD. ANCHOR (SEE DETAIL 20/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 8 EXISTING MASONRY ANCHOR & E.M.A, (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 9 EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65, -65 +65, -53.3 +65, --53.3 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 22A/17) 9A EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 22B/17) 9B CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 23A/17) 9C CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53.3 NOTES ON FRAME HEAD ,REQUIREMENTS 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 & DETAIL 23B ON SHEET 17. r"RucT oxvuiw 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE °`w"a tk"u°`"u". ewe ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7. _a-U/6� N `op��o®aaaoa�a®oa�em® IL(�� o ° q 4o. 441 ° < FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ©2012'MTECO INC. (EMINEER�NO) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL o o GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS' DRAWN BY: v ° 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. m ° FLUSH. EMBOSSED & GLAZED ASSEMBLIES -- L.M. 11 L 1 E C►O .1mc. DAYBAR INDUSTRIES LTD of DATE DATE 9,� TILLIT TESTING & ENO/NEERINO COMPANY 50 WEST ORNE, WMPTON, b�l l►�� sI98NWo+J¢th� ��'rI305,� (0� L 33IB6 TEL• 905 6ON 2S GM FAX: 90LOT 5 625-4204 1 2-01 ,d�t ES-0006719 DRAWING No R6Y.No OLSCREPitON DAR REV.Re DLICRIPitDP2 DAR WALTER A. TILLIT Jr. P.E. 1 OLD 09-030 1/17/1 s FLORIDA Lk. # 44167 s 4 SHEET 3A OF 19 MAX. DOOR WIDTH MAX. DOOR WIDTH <SEE SHEETS (2 & 3) 23,0 MAX. DOOR WIDTH MAX. DOOR WIDTH <SEE SHEETS (2 & 3) 40 r 1 F 4.0 (SEE SHEETS <2 & 3) <SEE SHEETS (2 & 3) 810,875 --� —� Q 2a 13.0 ~ M ~ M °�2° LO z:w 1.969 L:) cu 220 37,125 LO °� x 13.0 w OJ LD 05 _ 45.04-8-0 z =N w 0i Qw o w o w 3,510 13,0 (ax t�220 pl2: 6.500 Am < o � lu lu x -F � _ I vwi21,500 15,750 20.250 Q w 13.0 [ w z 13,0 ./ x w"U–m 4 Q lu� �0 13.0 4.0 9.0 9,0 9,0 ++ L 9.0 17,5 �T 5,0 5.0 23.0 9,0 9.0 MAX, DOOR WIDTH MAX, DOOR WIDTH 5.0 <SEE SHEETS (2 & 3) 1.937 r ISSHEETS <2 & 3) MAX, DOOR WIDTH MAX, DOOR WIDTH 250 (SEE SHEETS (2 & 3) <SEE SHEETS (2 & 3) 8,562 --I 830,195 �� 7.0 �.20 ISI It.,�l® 15. 5 1 /N 1310 8,062 1-- m m cv) 2 20 1,937 z s 4,5 m �•O u LO LD 06 37,0 w N 25.5 = cu 13.0 w cu 19,562 w ~ �� 1 � w 4. ____�_� 1,937 65.0 95,500 5 cx ow � z 6'5 A? 13,0 uJ R N 6,500 xxw xw 45 xxw 34.562 w 21,5 g w w 21,5 13.0 ., i'»i1�1C�RoltWi 4.5 f wim*0 rmik- --T �12—a/6—by— 15.5 9.0910 211s: 5.0 9,0 9,0 --1 L S 9,0�--�9,0 23 5,0 5.0 OPTIONAL EMBOSSED DOOR ,6 °" ' IEET CONFIGURATIONS FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ®pp °°• EiU ©2012 TILTECO INC. (EMEBUNO) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL NOTE1 ep � ,° �`G SF•'••.°• GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN 6Y: EMBOSSED DOORS PERMITTED IN $ 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./&G. SINGLES & PAIRS LIMITED TO DESIGN o o N0. ��6� ; ,�o FLUSH. EMBOSSED & GLAZED ASSEMBLIES -- L.M. 11LIE�+ Na• DAYBAR INDUSTRIES LTD 01/17/12 PRESSURES NOTED FOR EACH ASSEMBLY o DATE 0 TILLIT TESTING & ENGINEERING COMPANY � d e 6o WEST onwE, ewJ,lProN, 6335M.W.. Jfith. S4,5ttr. J05, VtRwm G4IPOENS F4 3Jt6t3 ON CANADA, LST 2J4 Phar°:(JtlS)tJ7t-tSJO.Fox:(J05�F7t-iSJ1 `w °O'•• o .�® .•°• 46° e-moil. 5jo. :§'aoLcom TEU 905 628-8000 FAX: 908 625-4204 12-010 `� •..••, •°.°• �i® pp EB-0006719 I RCV.No 016CMPRGN VATc 1 ASV.tto 1 on"— VAtt DRAWING No WALTER A. 77LLff Jr. P.E. Np�p �� 0449 FLORIDA Llo. # 44167 �00-0� 1/17/1 s ®® /QIY�� 01gp4 s A SHEET 4 Of 19 EOt1 NOTCH THRESHOLD EA, SIDE TO 15 SEE SHEET 11 SUIT JAMBS, SEAL JOINT WITH SA W/ DOUBLE ROW OF 11 11 ® GE SILICONE II CLEAR SEALANT O # xl/2' SMS SCREWS @1' FROM EACH END AND 4' Q.C. Q W/ 2� I N T E R I O R SURFACE APPLIED 16 WEATHER STRIP 4 � p e.. LOa e - 4 IMS e h ° a .6 r e (SEE DETAIL 21/17) O 0.125' 0.125 EXTERI❑R 0.125' 48' MAX. DOOR WIDTH 48' MAX, DOOR WIDTH 100' MAX. FRAME WIDTH SECTION A—A- SCALE: 3/16'=1' 1/8' MAX, SHIM NOTCH THRESHOLD EA. SIDE TO I N T E R I❑R SUIT JAMBS, SEAL- JOINT WITH 5A W/ DOUBLE ROW OF GE SILICONE II CLEAR SEALANT 1 #6x1/2' SMS SCREWS @1' FROM W/ 20 0 EACH END AND 4' O.C. © Q (SEE SHEET 10) 16 SURFACE APPLIED WEATHER STRIP 0 0 21 1 0 ao 8 (SEE DETAIL 22/17) EXTERDOR / u r` 0,125' 0.125 0.125' 48' MAX. DOOR WIDTH 48' MAX, DOOR WIDTH 100' MAX, FRAME WIDTH AWDUCi'REVISIdl1' IiS g wtlb lie The SECTION B—B a z SCALE, 3/16'=1' lb M i a00 j0010Ms"m � e'oo,,�� r r•M'N••ee ��a�y� 0 0 0 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 0 ®0 44167 ©2012 71LIECO INC. (Et�MEEt4NG) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAw1N BY: 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A,G. '0rS O a FLUSH, EMBOSSED & GLAZED ASSEMBLIES — L.M. .; ( 1w' �`a L E�+ �Hc• DAYBAR INDUSTRIES LTD �'a'A'rE12 e' •' TILLIT TESTwo & ENO/Nmwo COMPANY 50 WEST ORM, WAMPTON, •e•eeerer• �� }0 s�®NAL 90'x' (ems-afl,�tlJfecoFox:®ooic BJI TEL 906 628-8000 FAX T9054S26-420412-010 7 ��®9��BJ9Ala?09 ES-0006719 ORAWINO No WALTER A. 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FRAME WIDTH 0 STRUCTURAL STEEL CHANNELA LO ©BEYOND w SECTION J-J MIN. 1/4' THICK LIj x z T Ld STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO SCALE, 3/16"=1" CARRY 174 #/FT & BE REVIEWED BY BUILDING OFFICIAL I POURED REWD, Ld CONCRETE I IA LL_ CONTINUES SAME 2 + 20 AS SECTION G < (AT BOTTOM) 21 + SECTI 2 20 1 01) ELI' SCALEj 3/16'=I" STRUCTURAL #10-24x1-1/2' STEEL CHANNEL < THRU-BOLTS w MIN, 1/4' THICK W Z w OD SEE w x c 16 x w #10-24xl-1/2' 7VV X VV% -4 < THRU-BOLTS DETAIL W 7Vv- 23B/17 x Ile 79V 79V 7VV/ VVN 20 vv� 7\7V VV� 77v- 7 16 w 79-V # POURED POURED 21 LOOR 10 CONCRETE @ 10, CONCRETE L INE x 7W L.C. MAX. VC11 MAX, L Lj VV� REQUIRED REQUIRED 7VV SECTION F vv� SECTION SECTION I rl 1111041441;1104 MAX, R1 I M Fo 11rRyv- N 7177/ vlg� v I STEEL 1�wx W x W POURED ;V\/-</3) GE SILICONE 11 hs*pwm 17--02 1 Lii k T @ 10, CLEAR SEALANT CONCRETE .C. MAX. z Oslo REQ'D . ......... 01 4 , S w SECTION D-D 20 y •st FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) SINGLE DOOR DOES NOT NEED MULLION. 04067 % Q2012 TILTECO INC. (ENCINEEMO) DOUBLE & SINGLE SERIES LSIS OUTSWING COMMERCIAL 11 LATC ONTO REINFORCED JAMB GALVANNEAL OR STAINLESS STEEL DOOR W1 SERIES 'AS" DRAWN BY: C LG./A.G. • is GAGE GALVANNEAL OR STAINLESS STEEL FRAME ONTINUES SAME FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. SCALE4 3/16'=I" 01/17/12 DAYBAR INDUSTRIES LTD AS SECTION I /71ILECO ,Na.1w_\ DATE (AT BOTTOM) TILUr TESrINO & ENGINEERING COMPANY 50 WEST DRIM BRAMPTON, 30, WROM JARU&,%R.J3166 ON CANADA.LOT 2J4 ON' too hw two. ram* jo)a,I_IS31 MU 005 625-GOW FAX: 90.5 625-4204 12-010 4?-nwll tiffecooml com DRAWING No SECTION H EB-0066719 imv.II. mapffam PAR 10.1t. 1 mumm" I PAU WALTER A TILUT Jr. P.C. 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DESIGN PRESSURE CORNING STRUCTURAL GLAZING DETAIL � m RATING ON SHEET 2 & 3 M N o I I � SILICONE SEALANT, 1/2" x 5/8" 20 GA. 5 '�' '� + f ALL AROUND EACH SIDE GALVANIZED COLD ROLLED o STEEL GLASS STOP v M SEE ELEVATION FOR MAX. 1/2" x 5/8" 20 GA. ° _ --I A.S. D. DESIGN PRESSURE �� GALVANIZED COLD ROLLED o 0 3�' 3�' RATING ON SHEET 2 & 3 STEEL GLAZING BEAD 4 4 �+ar,ekt 12" x 12" KIT — ELEVATION �021�,ar 3/8" SABIC LEXAN � ( VLF—EZ—IG VISION LITES e, J. 30 995 DOW CORNINGaoe, 2" LEXAN GLAZED STRUCTURAL SILICONE 19 3/8" , LEXAN GLAZED oo,�� .lAa° D BY AIR LauvERs, INC, SEALANT, ALL AROUND VISION LITE C Erb FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) EACH SIDE MANUFACTURED o0 :�••• � 9�Q�ry•.°°`'� NO. 4�f Vl ©20t2 XTECO INC. (£NOIN££RM) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL o f 6 °° GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS' DRAWN BY. 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DAYBAR INDUSTRIES LTD 01/DAT �0 e s TILLIT TESTING & ENGINEERING COMPANY 50 WEST ORNE, BRAMPTON, 3/8" G E LEXAN GLAZING DETAIL "- .,.-s.� eusa th(J0�JB7t-tSSO Fox(JOS�71 5JSJf8e T£L 805 8ON CWMk 28-B Fo N(LOT 905 828-4204 12-010 a.* ®,prq,� p '1 ` a—mall• lllteco®aol.com Aa, V.J9 }413g WALTER A.O JT1J PXaev.No DEMMON CAR RW.No oE9�MU oAfE DRAWING No FLORIDA LTe. 4 44167 t OLD 00-070 t/17/1 a p SHEET B QF 19 • P FdR'�D,�9 1.3125 0 0.1340 `��`RO'J CT 0 S 0.75 0.18750 N 1.2000 �1� 0.0750 I I 40 C3 cl ti 1.500 11.875 8 lb k)£C�S ��rl -0,6251 �� 0.0500 -L__ __ 00 p^ �� p n 0 O p IJr? in 4.��1� O ( c n SD MATERIAL, cS GAUGE 12 MINIMUM ( , n 0.0000 cu Li LOCATION TH CK) GA VANNEALQOR7STAINLESS STEEL 0.0900 N I o AT FRAME ATTACHED W/(2) LONG MIC 0.3750— 1-- _T tIT— WELDS ONE/END, 0. 50 vjp1 p Q in T IA y D p t0 R In M 18 SURFACE STRIKE REINFORCING T .s7s 2 �' �* o 4_ 4� yacfs , Ms I p a 0-1 c m 0.6000 0 1 0.3120 ;;� N .L U_ O O N Dust BOX HEAD Dust Box ) d In MATERIAL, FILLER CLIP O cu 1.3750 12 GAUGE 1 MATERIAL, m MINIMUM STEEL 8 GAUGE STEEL 1;563 GALVANNEAL ❑R GALVANNEAL OR STAINLESS STEEL 2• FACE SHOWN STAINLESS STEEL O 4 7/8" STRIKE STANDARDIn "J5a 4 1/2" FRAME DOOR HINGE REINFORCEMENT FOR FRAME M J__ 1 REINFORCING DETAILENTAIL ATTACHED W/0) 3/16' 0 PROJECTION WELDS. 5.750 cu a c 1.8750 2.3750 L5000 llj IS, 2' FACE SHOWN 1. DIE MITERED CORNER CONT. STANDARD 0.060 OFFSET WELDED INSIDE FACES & Tn p LO 2.1876 In ul a� 1.1875 AT RETURNS � o M ; o 2. CAULK COMPLEzE INSIDE cu p " N • CORNER WITH 2U9 GE SILICONE II J --�- o 0.4370_- 4.876 �- 0,4370 f #3-32 -DETAIL 16 MATERIAL, 0.750 SCREW GAUGE 16 MINIMUM (.058) DEA] LOCK STRIKE TAB TYPICAL WELDED CORNER GALVANNEAL OR STAINLESS STEEL 14 GA (0,074) MIN GALVANNEAL OR STAINLESS STEEL ATTACHED TO STRIKE JAMB W/ (3) 1/8' 0 embUCT�V>I� (J1 TYPICAL JAMB & HEAD SECTION PROJECTION WELDS. „f,6.,, ,, h� 1A OPTIONAL HEAD SECTION r2�o2i •vE 2.125 1.500--I o T-1 --5.000_ .1 FRAME SECTIONS A , a A FORCING DETAILS �0ee •• •••• �iA�c FLORIDA BUILDING CODE (HIGH VELOCITI' HURRICANE ZONE) tRESHOLD EXTRUDED ALUMINUM •°•° �q ©2012 MTECO INC. (�NERIMIG) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL o GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN6Y: N G P #9 S 0 N A a 0. 44167 S $ 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. e v y FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. ,0• q L E�►0 Na. DAYBAR INDUSTRIES LTD °t DA E12 % • �, rya TILLIT TESTINO & ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON. BTSShtfY J6fh. Sl., Ste.JOS V1R M OARD£a R.JJ165 ON CANADA, L6T 2J4 Oji ••.� °•A••`r® 4it Pnona:(JO5)871-t9J6.fax.(=7-lnwf TEL: BOB 628-8000 FAX: 908 628-4204 12-010 m •O• •••• 9®� 0 e-mall. 046ao®aol.com DRAWING No s £e-00067!9 REV.me piscamm DATE I MV.it. mai CAM WALTER IDA lic L#44!67 i - I/ n/1 s # p 4 SHEET 9 OF 19 3_ 2 W/ 20 DOOR FRONT OR 2 W/ 20 3,0 27 W/ (2)#14x1" 0,562 XTERIOR WIDE SIDE H SDS SPACED XTERI❑ AS PER IS❑METRIC DETAIL 17.0 1.875 ❑ 1.75 1.5 GASKET NG#109 DETAIL 1/16" x 3/8" —� INTERIR 2 INTERIOR 0,625 DOOR BACK OR NARROW SIDE 6 1-1/87X2-3/4" DEAD BOTH DOOR EDGES MATERIALBILL OF I LOCKSEAM FILLED WITH HELMIPRENE # C8323-1 ,0 SEE BOLT STRIKE 1/8" IN 2" BEVEL MATERIAL ADHESIVE —SEALANT SECTION THRU ASTRAGAL TYPICAL CROS SECTION 12.o s4.000 AT DOUBLE DOOR THRU DOOR • 0.593 4-7/8" STRIKE 0 0.032 0 0 ° ° ° ° o ' (2) #14x1" o,f25 ° SDS <TYP.) 1.813 ° 81875 5,594 2.063112GA, GALVANEAL T2,440 OR STAINLESS 3.375 4.875 0.438 STEEL ASA 41 STRIKE REINFORCEMENT o 17,0 3x1/8" PROJECTION ° (2)#12-24 WELD EACH SIDE 100 APPED 1,250 HOLES FOR 3,0 0,3f2 A.S,A, STRIKE � ° 0.687 "T" ASTRAGAL ISOMETRIC 12 GAGE GALVANNEAL STEEL OR STAINLESS STEEL ETAIL ASA 1299 STRIKE DETAIL 6 ..ww,u., MATERIALI REINFORCEMENT FOR ASTRAGAL � � 0,075" THICK ++++ >RI� 8��® GALVANNEAL STEEL 0��0o°.�Ry@�A. TJ(�/J� Mfrl�Ded �' c OR STAINLESS to Q► .� STEEL 00� �•°.•'•GENS, �� FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 0 d No A qry�ry a� ©2012 YOM INC. (ENOMRwo) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL o • [4"t 1 I =°. GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS' DRAWN BY: ' e 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. v • 0 FLUSH, EMBOSSED & GLAZED ASSEMBLIES — L.M. " e®° L E C IINa• DAYBAR INDUSTRIES LTD 01/17/12 "a '•.° ®.•.°'• "OQ� TlLUT TESTING & ENGINEERING OQMPANY 80 WEST olavE. eRaMPTON, s •.ee,e.• ® 0 G791ifW.Jath. St, Ste. JOS NRCINLi FX JJt86 ON CANADA, LOT 2J4 094 Phona:(J05�7t-tSJO.Fax r im ;F,--1SJt TEL: 905 028-8000 FAX: 908 928-4204 12-010 mf,® + 4 e-moll: tilteco®ool.com DRAWING No <�a©��,-o+e+ o� E8-0006719 Rcv.No oesawmoN Dore XV.No usSCWM DAVE WALTER A. nwr Jr. P.E. I OLD 09-M PI/17/11 s FLORIDA Lie. bq 44167 2 1 1 4 SHEET 10 OF 19 8620 FITTING (2) 1/4'-20 EXTERIOR O (4) 5/16'-18 MACHINE SCREWS 1 HEAD 2 + 0 (4) 5/16'0 S.D.S MACHINE SCREWS TO MOUNT COVER TO HEA D10 5/ 8'x 1 x4 B MILD S E TEL COVER (1 HEAD l I n 0 0�@ 3,0 FULL 13 UI WELDED I 3A 00iB 0� @@ � j FITTING STEEL 3.5 is (EXTERIOR) #8620 TOP e Ql HEA JI 1 MULLION FITTING 15 a�MULLION BODY /8620 FITTING 4125 11 r---- 1 STEEL THK. WALL #8620 TOP MULLION 15 A 500 GRADE B STEEL FITTING STEEL CONNECTION AT TOP (PLAN) SECTION EXTERIOR EXTERIOR 15 EXTERIOR 2Q+ 4 MACHINE SCREWS 5—�/--7 @ HEAD & FLOOR. 1 y ( #8620 BOTTOM 5/16'-I8X1-1/4' LION FITTING 1 EL Xv I X. 15 I 3A I i6 IULS 3A I I (4) 5/16'x1 5/16' 8620 POWER FASTENERS T tFITTING 1 `11 °'; e e-. `e• .-• HOLLOW SET POURED DROPIN ANCHORS 2,$ _p 16 8620 FITTIN CONCRETE 2.0 Fd" �•5 REQUIRED ISOMETRIC ONTTHRESHOLDCH OUT ,x3.0' 15 FASTENERS CALK-IN RANCHORS W/ V MIN. EMBEDMENT 11 STRIKE 15 11 CONNECTI❑N AT BOTTOM (PLAN) I�7�� SECTI PLATE 499 GASKET NG#361 ,a�� u�v EA. SIDE 1/8'X3/8' APPLIED 16 -T © O I TO MULLION 2° o o 3.000Q!#UCIIrYY1JGri� DROP IN ANCHOR . 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REV.No aD�nON tD T f Rev.No orsca•1Pnax nAtt DRAWING No FLORIDA Llc. # 44167 a 4 SHEET 11 OF 19 SEE SURFACE BOLT ENGAGEMENT DETAIL EXTERIOR O+ 20 21 27 (Dor 1A Ql or 1A X m. #10-24 X 1-1/2 (Dor lA THRU-BOLTS X + w �a 9ZP �•- 1---� SEE DETAIL "A° DETAIL 'Y A EXTERIOR 2 0 27 + 0 00 : . ................ .......... ... ................................. o 0 16 0 r TYPICAL SURFACE BOLT ENGAGEMENT #10-24 X 1-1/2 DETAIL AT _HEAD & SILL X THRU-BOLTS w 21 16 a #10-24x1 1/2a THRU BOLT SEE SURFACE BOLT 16 ENGAGEMENT DETAIL I a X: SURFACE BOLT INSTALLATION AT DOOR W/ ASTRAGAL (INTERIOR VIEW) f .r • A pwMVF•pVIpm a n o, y NOTE, SURFACE BOLT 1A Max. �I I�p.75 2I .� MANUFACTURER-HAGER MODEL #275D @ 10, t ° PODUREDT !? MATERIAL-STEEL o+o aoaao�o�dv D.C. MAX. REQUIRED FINISH US26D its / .¢ 8'p TYEICAL SECTION �° •• FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 21 8" #275D HAGER SURFACE BOLT 0®° �• . No. 44167 ©2012 TVECO tNC. (ENciNEsaw) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN BY1 u a 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. ac FLUSH, EMBOSSED & GLAZED ASSEMBLIES -• L.M. • *®z� 1 L. ECO mc. DAYBAR INDUSTRIES LTD 01/17/12 • •' •. •••• AA4� DATE Txur TERTINQ & ENGINEERING COMPANY 50 WE5T DRIVE, BRAMPTON, ® � ggqqM1 63MW. J6tA.St, Sts.Jai, Vd=M C.ARM6, FE J1166 ON CANADA,t8T 2J4 PAoas:(Jo6)67t-T6Ja.far:(505571-1531 TEL, 905 628-8000 FAX: 905 625•-4204 12-010 00000 e—mail.B ti11D00B7f9Lcom DRAWING No REV.No DEEDRiPNON DATE 1mv.NO DI MMON DALE WALTER A. ALLY Jr. P.E. FLORIDA Lk. f 441177 1 OLD 09-M pt/17/ij 3 SHEET 1.2 OF 19 0,5625 VARIES WITH DOOR WIDTH 0,0570 MIN. 0,5625 -{}-- � �1€ TYP, In n a: � 1/8'0 FOR — — — — — — — � T 1.8125� SPOT WELDS 3 - 0,3125 X 0.8750 (TYP,) ELEVATION OBROUND ,0000 3,0000 0.-"-50,5625 3,0000 1,0000 TYP. TYP, T- in Lr) 4 1-4 M 00 ��2,0000 �Fiy�Sppp SURFACE CLOSER 12,2500 2,0000 y�<F�, FASTENING SLOTS PLAN TYP, 5,0000 26 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL MATERIAL 16 GAUGE (0.057) MINIMUM2,6250 - GALVANNEAL STEEL OR STAINLESS STEEL 0,2500 0,7500 0,6250 1.437 co i` W , 125 • C3 IF In 2.7500 0.7500 0,2500 16.25 0.5000 \ A \ a PLAN 100 6 DOOR TOP . c' qEND CHANNEL • \ w �—±3.5000 f 1 M �\ \ L9•p1Fs o h 00 �� s� c(L SECTION 3D VIEW ® DOOR SURFACE CLOSER \ \ a d Q M MATERIAL �� tie F?arMs; REINFORCEMENT CLIPPED \ \ \ It�- LAMINATED TO EACH FACE OF DOOR Na TO DOOR AT TOA EDGE \ \� \ 0 14 GAUGE (0,074) W/ CONTACT ADHESIVE (HELHIBOND 8326-1) \ \ MINIMUM GALVANNEAL OR STAINLESS STEEL AT HINGE EDGE AND TOP END CHANNEL, `\ � � 2S DOOR SURFACE CLOSER ❑RCEMENT DETAIL \\ eqq��'„ ;a- - FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) n 04��.••'• ��rV 02012 TILTE00 INC. (ENOiNEEMNO) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL \ \0 .•� �°NC NS'�r •: `A .� GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN BY : 1GALVANNEAL STAINLESS LP FRAME L.Q./A.G. U12D❑❑R SURFACE CLOSER & END 4 FLUSH, EMBOSSED & GLAZED ASSEMBLIESL.M. CHANNEL ASSEMBLY r ELIEC01 DATE 0 TILUT TESTING & ENGINEERING COMPANY 50 WEST DRP64 BRANPTON, m o •. lfJJSNW.JGIh Jt..5ta. JO, WRGIWl GAlPV n "Im ON CANADA, LOT 2J4 • �► •; �4 PAora:(JGJJJr!-rJJo.Far:(N7J�rr-tJTt TEL. 805 825-8000 FAX: 905 626-4204 12-010 �. 4••� b��• OS e-mall: Hlteco®aol.com DRAWING No • Tl �� ®U 09-0006719 xcv.ao m=w m DAU I mv.No tusorernox w1t ®��®••••••••0®��g94bA W r iAA LPC�T 44167 r �09-� pi/17/11 a SHEET 13 Of 18 NAt,E �'Aoarr®®dd CHANNEL 14° TV 0 0)tx 0 TOP CAP fi DETAIL A CD4 Y tnU O LO o = 1,650" 110 o DETAIL A ASSEMBLY (ISOMETRIC) SNAP IN CHANNEL (SNAP IN CHANNEL WITH TOP CAP) ,p 35,750" TOP PLATE FOR 36" DOOR WIDTH 0 47.750" TOP PLATE FOR 48" DOOR WIDTH (VARIES WITH DOOR WIDTH) 34.125" SNAP IN CHANNEL FOR 36" DOOR WIDTH ago 46.125" SNAP IN CHANNEL FOR 48" DOOR WIDTH CHANNEL AND CAP PLATE ARE RESISTANCE SP❑TWELDED EXACT 35,750" FOR 36" DOOR WIDTH ON COMMON CENTER LINE. <4 — 5 PLACES) LEXACT 47,750" FOR 48" DOOR WIDTH _ _ _ OVARIES WITH DOOR WIDTH) TOP CAP STANDARD TEP CAP CHANNEL I 0,7500" VIEW W B Aa*i.,ft r,. .. 28 DOORS- 010#Alpjn-�. IN TOP CAP DETAIL MATERIAL: 20 GA GALVANNEAL STEEL ASTM A-653, A-60 OR STAINLESS STEEL FOR BOTH PIECES. ppp4 .•'• FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 1 a• ,GENS•' °A 0 ,o° �, ©2012 TILTECO W. (EN09QEERM) DOUBLE & SINGLE SERIES LS1B OUTSWING COMMERCIAL 4111 o ° GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN BY: No. 44167 t INSTALLATION OPTIONS, v fiL SH,EMB SSEDe& GLAZEDOR IASSEMLIESL FLL..ME L.G./A.G. (A) CAULK AND PRESSFIT , ' 1 L E C► O INC. DAYBAR INDUSTRIES LTD 01 DATE 1� .• �0 T1LL1T TESTING & ENGINEERING COMPANY 50 WEST DRNE, SPAMPTON. Q•,. �L p0 3 aas, IFE":M)Fnx::L alae TEL; soy ON 25-800 FAX:T905 825-4204 12-010 (B) CAULK, PRESSFIT AND TACK WELD :(t0�jerr-reTO, v"r: we en-rsir p e—matl.• lilteco®aoAeom p0 d� m E9-0006719 DRAWING No 4 W.No CESCRIPRON "TERN.no D[6p�110N DATE WALTER A. TILLIT Jr. PE,�A��BApv�AA69G�Q86 + al0 09-030 Fl/17/14 a FLORIDA Lk. # 44167 P 4 SHEET 14 OF 19 �3.500� VIEW X 1.1s8 � � 8-0.200 10'313 �2.188� �_ 000 0 0 C3 • l 0.625 o N 0.134 o O • 1 1� `4 I o Lri 0.688 #12-24 I II 0.313 SCREW (3) 1/8°0 11 PROJECTION I 0.110 DOOR EDGE WELDS MOUNTING TAB a J II EI o 0�0 14 GA (0.074) MIN GALVANNEAL f I OD a o � o STEEL OR STAINLESS STEEL o a (I I II I 0.343 l I� I1-0 o � GAGE 14 (0.074) MINIMUM RP REINFORCING SAME AS #86. O LESS LOCK CLIP & MOUNTING TABS, GLUE W /CONTACT ff ADHESIVE TO DOOR FACE I // / C) 6 In LOCK CLIP-18GA (0.045) 34 pp 0.8 5 cv ai MIN. ONLY VALID FOR 1.687 ASSEMBLY WHERE 1.6B�O 4.750 APPLICABLE VIEW X 3D VIEW 01875 � ELEVATION 1.250 a CD --.�_. 1.687 . 4.750 0 '� MATERIAL, ' 7 4 1/2" H I N 14 GAUGE (0.074) MINIMUM G E B A R -y GALVANNEAL STEEL OR STAINLESS REINFORCING F❑R DOOR 00 M I -- STEEL, GLUED TO DOOR AT HEAD & 00 .0_ 01313 1— SILL USING HEMILBOND 8320-1 MATERIAL, o CONTACT ADHESIVE. 8 GAUGE � U? 18 D❑❑R SURFACE GALVANNEAL STEEL OR 1.063 r1 STAINLESS STEEL f --3.500 in ti +�o�uc�r ta�v� cq BOLT REINFORCING wmae FUML PLAN DETAIL MATERIAL, 1fPM sad-=��r� ALL GALVANNEAL STEEL DR STAINLESS STEEL pool°#° ��. . e �ti " 0 ANSI #A115.1 #86 MORTISE o,� ►` .,,.•��, d 000®0�,•• •. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) LOCK U2 ZRIM PANIC (p REINFORCING. R y ©20t2 TILTECO INC. (EN4INEEWO) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL No. 44167 `$ GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN BY: 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. a . ♦ FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. •: ,�� TILIEC O INC. DAYBAR INDUSTRIES LTD OtDATE'Z • °°��D0� TILLIT TESTING & ENGINEERING COMPANY 80 WEST DRK. BRAMPfON. J05. WROM FEm o��•.r/......••��$49Q® ON 6"0R'..76!t9�ma'h.tlRteco (C �-5513,88 TEL. 808 625-8000CANAVaFAX:T8064828-4204 12-010 Oq9 EU-0006719 DRAWING No '°asaaodB.�9D908ob niv.No oesealrrrotl o>:tt B[Y.to otscwanox wre WALTER A. TILLIT Jr. P.E. OLD OR-00 PI/17/11s FLORIDA Lie. # 44167 t1 1 4 SHEET 15 OF 19 2,365 2.64 ti In 0,20 m 0 0.390 0,66 } 1 r— — F3 1; D CD _ T 0 In a% CU o 0 0 C'O d' _ i _ 11;r ON o + o REINFO LINGiv p,25 LOOP LO BARREL SUPPORT � 0,712 BARREL MAT: 0.035 SATIN COAT o SUPPORT STEEL OR STAINLESS STEEL REINFORCING LOOP 00 2,632 MAT: 0.035 SATIN COAT v STEEL OR STAINLESS STEEL o 0 I--- — o C3 - VIEW X m 3 u o3~ TO SUIT 8/32UNC VIEW X C5 �' THREAD (4) 1/1600 r>xoov�"VIM#161 EDGE REINFORCING PROJECTION a 4ya�With The FlarW 11111110 WELDS 2-6 14 MAT: 0.078 SATINCOAT STEEL OR / STAINLESS STEEL 2.632 (24 # 161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL b $�+0too OB11o®B®®ejr®did 401 0,0o�Q°eoCNW•.,° . a FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) �0 ed `;� ®2012 Tlueco INC. (ENGINEERING) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL V No. 44 67 GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN BY: SECTION THROUGH 1� 18 GAGE GALVANNEAL OR ED ASSEMBLIES STEEL FRAME L.G./A.G. o �' FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. e� I L E C Q �Na. DAYBAR INDUSTRIES LTD °'/ATE EDGE REINFORCING 4 .• ��^ AZ °° � t,�e4 TILLIT TESTING do ENGINEERING COMPANY 50 wEsi nfnve, ew�r+rON, DATE °•• � '+' n� BJSSILK: JOfh. SR, Sfe. JOS. VIRCINN G4RCL'N�R. JJ160 .•• 9 f>lrons:(JOS�7f-15J0. Fax: sas 8)1-fSJf ON GANAOA LSi 2J4 12-010 o •s..... TEL 905 625-8000 FAX: 908 625-4204 12—O 9 a ��o 0Ct90 Wi4tTEre HI LL.71ir 99. P.E. 'r,No oESCRI ota ON CAU I t MV.No o8scwfaloN o�>t DRAWING No ae�•BPOdd FLORIDA Ltc. bf 44167 a SHEET 16 Of 19 • , POURED CONCRETE OR REQUIRED TO BE WOOD DOUBLE 2'x8' WOOD STUDS REQUIRED TO BE WOOD DOUBLE 2'x8' WOOD STUDS CONCRETE BLOCK yW/ G = 0,55 NAILED TO SHEATHING REQ'D. W/ G - 0.55 NAILED TO SHEATHING REQ'D. WALL REQ'D BLOCKEWALO REQ'D. MAX. 1/8' (SPECIFIC GRAVITY) MAX, 1/8' (SPECIFIGROUTC GRAVITY) MAX. 1/4° NCRETE SHIM SPACE 1\ SHIM SPACE SHIM SPACE d JAMB1IDrNr 7 (SEE SHEET 18) a d (SEE SHEET 18) 7 (SEE SHEET 18) F F 1.5000 � GROUT EQ, 0 EQ. 0 0 d d' Q 4— —— — - — ---— SP❑TSP❑T WELDS WELDS WELDS 4F0 0 0 3° MIEQ. EQ.4° E.D AMB 1 JAMB 2 CONTINUOUS 1 JAMBULK 80TH 9 CONTINUOUS CAULK 9 CONTINUOUS CAULK SIDES (TYP.) 29 CONTINUOUS CAULK BOTH SIDES (TYP.) 0TH SIDES (TYP.) 2 1/4' BOTH SIDES (TYP.) 3° 3° MOR 4° MIN_ JOINT g 3/g" MI5" FLAT HEAD STEEL 9 3/8' X 6° WOOD 3/8'-16 X 6' STEEL CARRIAGE BOLT UCAN—SLEEVE ANCHOR SCREW LAG BOLT W/ NUT AND WASHER. 6 MASONRY WIRE ANCHORS IN HORI2. MORTAR W/ 2 1/4" MIN. EMBEDMENT. JOINTS; FILL JAM BS Q1 SOLID WITH GROUT PER DETAIL #22A ASTM C476 W/ MIN. COMPRESSION STRENGTH OF 2.5 Ksi (SEE SHEET 18) DETAIL #22 INSTALLATION DF 3/800 LAG DETAIL #22B DETAIL #21 INST LLATION OF UCAN SCREW ® TD WOOD FRAME WALLS INSTALLATION OF 3/8`0 CARRIAGE WIRE ANCHDR (6� SLEEVE ANCHORS 8 TO BOLT TO WOOD FRAME WALLS INSTALLATION TO MASONRY WALLS �- MAX 1/4' 29 ALL AROUND MASONRY WALLS SHIM SPACE AMBO FACEJEELDS 9( AND GE SILICONE 11 MIN. DOUBLE 2'x4° WOOD STRUCTURAL STEEL 1/8" 3/8"-12" O.C. IN BETWEEN STUDS REQ'D W/ G = 0.55 CHANNEL, W/ MIN. "ALL AROUND (SPECIFIC 51 GRAVITY) 460 3/8" THICK WEB 0 JAMB O HEAD i AMB� 9B SPOT 1.875 AMBO STRUCTURAL STEEL * WELD ON INSTALLATION O WELDS CHANNEL, W/ MIN. AS FOLLOWS: t 1/4" THICK WEB 9C TOP & BOTTOM OF JAMBS AND 0 12" 0. C. r`�-- THEREAFTER ADDITIONALLY, (SEE SHEET 18) AT 12" 0. C. AT HEAD V— —.I—. - GE SILICONE Il oLANT ALL AROUND-- --- 5.6250 DETAILDETAIL #236 INSTALLATION ❑ JAMB la �a�c� ±o'62s INST&LABON OE 3/80 STS CHANNEL THRU WELDING 9C 1.87so EA M.S. TC] STEEL CHANNEL 07 CLIPIN STUD ANCHOR A N C H AILS: A DED PENETRATION ATfON CLIPIN STUD W/ " MIN. {SEE SHEET 18) SEE S • •••• �' EET 18 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) TH7 F.H. WOOD SCREWS ANCHOR41-V �� 'u�� '%. @2012 TILTECO INC. (ENCINEERM) DOUBLE & SINGLE SERIES LSI$ OUTSWING COMMERCIAL PER ANCHOR (SEE SHEET 18) 0 ,•° S GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS" DRAWN BY: 1/2" MIN. GYPSUM WALL a No. 44167 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. BOARD OR PLYWOOD FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. SHEATHING (TYP.) 01/17/12 DETAIL #20 ;-, s 1L E�: iNa. DAYBAR INDUSTRIES LTD DATE INSTALLATION D F 2 PIECE COMBINATION = �' T/LUT TESTING o. 05, WN 14 fAG COMPANY 80 WESF ORIVE, BRAntPTON, ° • 6355NW.JSth St,Sta 305 V1RGIMA R. 43185 ON CANADA, L6T 2J4 STUD ANCHOR 7 INTO W❑O D FRAME WALLS • � p `'°5ra'"'fi'° ` sos�"-'5" TEL 008 $28-8000 FAX: 905 828-4204 12-010 `` e� a—m��fifteco@aot.com DRAWING No �� MNA 1 WALTER A TWLLWT Jr. P.E. �•No DESU M14 "TE REV.no DESCRIARON DATE ®��AOOpP9C 91#4 F40RIDA LJc. bf 44167 t OLD —00 ��F�1 a = 4 SHEET 17 OF 19 UD (2) 1/8x0 SPOT DO /� WELDING HOLES U 0,188 1295 0,/50 45. o LEAF T❑ SNAP W o ANOTHER PIECE rx �1 a> 1 �20a4 Q o o LEAF TO SNAP V) GD ,o ANOTHER PIECE ti10 3/32 x 1/2 HOLES .� o a• �� TO PERMIT SNAP to TO ANOTHER PIECE 1A• ��~ 4 2,000-71 lis � � 0 3i m It LQ yI 47 0 (U Oq c 0.457 --� g c' 0 D 5' MI5 X12 1�� 1.250 1.250 © WIRE ANCHOR 6.750 FOR DETAIL #21/17 `�to ® EMA BUTTERFLY ANCHOR CPART #PT1--008) STEEL WIRE ANCHORS 1% FOR DETAILS 22/17, 22A/1722B/17 & 23A/17 (0.157" DIA, 9 1/2" LONG) IN HORIZ. OD MATERIAL, 18 GA SATIN COAT Fu Min.=95.9 Ksi, Fy Min.=40.2 Ksi In 7�2 PIECE C❑MBINATION STUD a with f v ANCHOR FOR DETAIL #20/17 CLIPIN STUD ANCHOR MATERIAL, M"orsdow got GAUGE 20 (0.035) ASTM A-653, �9y A-60 GALVANNEALED STEEL. O,d00BBOseoejA� c �� • O��'ENSF•••; FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 0 ; 02012 TILTECO INC. (ENGMEMiNG) DOUBLE & SINGLE SERIES LS1.8 OUTSWING COMMERCIAL v v • GALVANNEAL OR STAINLESS STEEL DOOR W/ SERIES 'AS" DRAWN BY: e 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. v o FLUSH, EMBOSSED & GLAZED ASSEMBLIES — L.M. ��a•••�� R� .�i oe� 70LECOINC. DAYBAR INDUSTRIES LTD 010',,,'E12 TILL/T TESTING & ENGINEERING COMPANY 50 WEST DRIVE, BRMIPTON, I,C •• •' •4i� S0� eJssetw.Jah. st, ste. ms, VMGa1M�WOt71s » JJteo ON CANADA, L6T 2J4 o ��al p••�•s••t•G� 4d� Phone:(.0871-15JO.Fox:(J09�7!-tsJt TEL 865 625-8000 FAX: 903 628-4204 12-01 0 �'�A,e'PBoIV/•i!.®0010 e-mail. Ii006719l .Gom RM No MMPIM oATt I ea.Na cuc"WK oAte DRAWING No WALTER A TILUT Jr. P.E. 1 �p 09-030 1/17/1 s FLORIDA Uc, It 44167 p. 4 SHEET 18 OF 19 BILL OF MATERIAL& ' ITEM QTY DESCRIPTION MATERIAL. SIZE AND SPEC'S L 1 16 GAUGE JAMB/ HEAD FRAME SERIES 'AS' 16 GAUGE .058 MINIMUM. ALL COMPONENTS OF THIS ITEM, he., HEAD, JAMBS, 5 3/4' DEPTH X 2' FACE X .058' MIN THICK (SEE SHEET 9) REINFORCEMENTS AND ANCHORS ARE COMMERCIAL GALVANIZED STEEL (TYPE B), ASTM A653/A653M, COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL W/ MIN. TENSILE STRENGTH 52 KSI, MIN. YIELD STRENGTH 45 KSI, ELONGATION 40% OR STAINLESS STEELx IA I 16 GAUGE OPTIONAL HEAD FRAME SERIES 'AS' SAME AS ITEM 1 5 3/4' DEPTH X 4 3/8' FACE X .058' MIN THICK (SEE SHEET 9) IS I SURFACE STRIKE REINFORCING 12 GAGE GALVANNEAL STEEL OR STAINLESS STEELx 12 GAGE (0.097' MINI x 1.500' x 11.875' LONG, SEE DETAIL ON SHEET 9. 2 1 18 GAUGE FLUSH/EMBOSSED DOOR COMMERCIAL W/ CORE P@ 18 GAUGE .045 MINIMUM. ALL COMPONENTS OF THIS ITEM, I.e. FACE SHEETS, INTERNAL 1 3/4' THICK X (.045 MIN), SEE SHEET 4, 5, 6 & 7. COMPONENTS AND REINFORCEMENTS ARE GALVANIZED STEEL CONFORMING TO ASTM A924, TO ASTM A653/A653M, COMMERCIAL STEEL (TYPE B), COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL W/TENSILE STRENGTH 60 KSI, AND YIELD STRENGTH MIN. 45 KSI, ELONGATION 40% OR STAINLESS STEEL' 3 3 8 GAUGE DOOR HINGE REINFORCING GALVANNEAL STEEL OR STAINLESS STEELx 1 1/4' X 10' X 8 GAUGE 4 3 8 GAUGE FRAME HINGE REINFORCING GALVANNEAL STEEL OR STAINLESS STEEL* 1 1/2' X 8 3/4' X 8 GAUGE 5 1 STRIKE REINFORCING (FRAME) GALVANNEAL STEEL OR STAINLESS STEEL.? 1 3/8' X 7 5/16' X 14 GAUGE (.072 MIN) 6 AS REDID WIRE MASONRY FRAME ANCHORS STEEL W/ MIN. YIELD STRENGTH = 40.21Csl AND MIN. TENSILE STRENGTH = 95.9 Ksl 9 1/2' LONG X 0.157' MIN. DIAMETER. 7 AS REQ'D CLIPIN STUD ANCHORS (2 PIECE COMBINATION) STEEL, ASTM A-653, A-60 GALVANNEAL 1 7/8' X 5 5/8' X 20 GAUGE C.035 MIN) W/ (4)418 X 1 5/8' WOOD SCREWS 7A AS REQ'D EMA BUTTERFLY ANCHOR (PART #PTI-008) STEEL I8 GAUGE STEEL SATIN COAT. 8 AS REDID EMA ANCHOR BOLTS STEEL, W/ Fy = 45,000 psi, 3/8' X 5' STEEL UCAN-SLEEVE ANCHOR 9 AS REDID WOOD SCREW LAG BOLT STEEL, W/ Fy - 45,000 psi. 3/8' x 6' 9A AS REDID CARRIAGE ANCHOR BOLT STEEL, W/ Fy = 45,000 psl. 3/8'-16 X 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER, PER ASTM A-307 9B AS REDID F.H. M.S. TO STEEL CHANNEL THROUGH BOLTING STEEL, W/ Fy - 45,000 psi. 3/8' X 3 1/2' STEEL F.H. M.S., PER ASTM A-307 9C AS REDID STEEL CHANNEL WELDING 60XX ELECTRODE FOR GALVANNEAL STEEL,E-308 ELECTRODES FOR STAINLESS STEEL WELD ON INSTALLATION, MIN. 1/8'x3/8' STITCH WELD 10 3 HINGES-HAGER BB1279, BB1168HD OR STANLEY FBB179, FBB168 STEEL 4.5' X 4.5' STANDARD WEIGHT 034 THICK), ATTACHED TO FRAME W/(4) 12-24x1/2' FHMS, 11 1 RIM EXIT, VON DUPRIN 98/99L X CYC X TRIM W/ 499 STRIKE PLATE AS PER MANUFACTURER'S CATALOG RIM EXIT ATTACHED TO DOOR W/(4) 1/4-20x1' MS. (2) STRIKE PLATES EA. MULLION 12 1 MORTISE LOCKi SCHALGE-L9000 SERIES W/ DEAD BOLT AS PER MANUFACTURER'S CATALOG MORTISE LOCK ATTACHED W/(2) #12-24x1/2' SREWS. 13 1 CYLINDRICAL LOCK1 - SCHLAGE D SERIES AS PER MANUFACTURER'S CATALOG ATTACHED TO STRIKE PLATE W/(2> 12-244/2' SCREWS. 14 1 DEAD BOLTi - SCHLAGE B SERIES AS PER MANUFACTURER'S CATALOG ATTACHED TO STRIKE PLATE W/(2) 8-32x1/2' SCREWS 15 l VON DUPRIN #9954 REMOVABLE MULLION 0.125' THICK A 500 GRADE B STEEL SECURED TO 499 STRIKE PLATE WITH (8) 5/16'0-18xI'(MIN.) MACHINE SCREWS. 15A 1 WEATHER STRIP (NATIONAL GUARD PRODUCTS #120NA) NEOPRENE SECURED WITH DOUBLE ROW OF 1164/2' SMS SCREWS @ I' FROM EACH END AND 4' Q.C. (AS PREDRILLED BY MANUFACTURER) 16 1 THRESHOLD (NATIONAL GUARD PRODUCTS #950NA) EXTRUDED ALUMINUM (6063-T5 ALLOY) 5' x 0.500' x 0.080' THICK, ATTACHED TO SLAB W/ 3/16'x 1 3/4' F. H. TAPCON ANCHORS W/ 1 1/4' MIN. EMBEDMENT LOCATED @ 2 3/4' FROM EACH END AND 10' D. C. 17 1 4 1/2' HINGE BAR REINFORCING FOR DOOR GALVANNEAL STEEL OR STAINLESS STEELx 1.25' x 10' x 0.134' MIN THICK I8 I DOOR SURFACE BOLT REINFORCING GALVANNEAL STEEL OR STAINLESS STEELx 14 GAGE (0.074') x 1.687' x 3.500' x 9.000' LONG. 19 AS REDID 3/8' LEXAN VISION LITE AS PER MANUFACTURER (DAYBAR INDUSTRIES, LTD) SEE SHEET 8 FOR DETAILS & COMPONENTS 19A AS REDID 1/2' LEXAN VLF-EZ-IG VISION LITE AS PER MANUFACTURER (AIR LOUVERS, INC.) SEE SHEET 8 FOR DETAILS & COMPONENTS 0.75' THICK EXPANDED POLYSTYRENE DOOR CORE OR 3/4' 0.75' THICK DOOR CORE, EXPANDED POLYSTYRENE SOLID SLAB RIGID BOARD TYPE 1. BONDED TO FACE SHEET WITH CONTACT ADHESIVE HELMIBOND # 8320-1 20 1 CELL PAPER HONEYCOMB. PCF CONFORMING TO ASTM C578 BY BYPLAST PRODUCTS LLC, OR 3/4' CELL PAPER APPLICATION RATE OF 7 GRAMS PER SQUARE FOOT ON ALL CORES HONEYCOMB. 21 4 8' LONG # 275 D HAGER SURFACE BOLT STEEL W/ US26D FINISH ENGAGED TO THE DOOR AT TOP AND BOTTOM TO HEADER & THRESHOLD RESPECTIVELY & FASTENED TO DOOR W/ (4) #10-24 x 1 1/2' THRU BOLT EACH CONNECTION. 22 AS REDID TAPCOM ANCHORS STEEL 3/16' x 1 3/4' � 23 1 MORTISE LOCK AND RIM PANIC DEVICE REINFORCEMENT 0.074' MIN, THICK GALVANNEAL STEEL OR STAINLESS STEEUN SEE SHEET 15 FOR SUBCONJUNTS M! 24 1 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT SATIN COAT STEEL OR STAINLESS STEELx SEE SHEET 16 FOR DETAILS Z"ozl6'dS 25 1 DOOR SURFACE CLOSER REINFORCEMENT 0.074' MIN. THICK GALVANNEAL STEEL OR STAINLESS STEELx 14 GAGE (0.074' MIN.) x 3 1/2' x 1.6875 x 16.250' LONG, 26 1 DOOR TOP/ BOTTOM END CHANNEL 16 GAGE GALVANNEAL STEEL OR STAINLESS STEELx 16 GAGE (0.057' MIN.) x 1.8125' x 1.4375. �4 27 1 'Z' ASTRAGAL 0.075' MIN. THICK A 500 GRADE B GALVANNEAL STEEL OR STAINLESS STEEUK 0.075' MIN. THICK x 2.00' x (2)0.625' x 84* LONG. 28 I DOOR SNAP IN TOP CAP 20 GAGE GALVANNEAL STEEL ASTM A-653, A-60 OR STAINLESS STEELx SEE SHEET 14 FOR SIZES 29 JAS REQ'D CAULKING3 GE SILICONE 11 N/A 30 JAS REQ`Dj 995 DOW CORNING STRUCTURAL SILICONE N/A ql •. 0000.°j IV-••� .0000 4/•• •�� FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) • w 02012 TILTECO INC. (ENGINEERING) DOUBLE & SINGLE SERIES LS18 OUTSWING COMMERCIAL X AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksi o 0 44167 $� GALVANNEAL OR STAINLESS STEEL DOOR w/ SERIES "as" DRAWN BY: No. s 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME L.G./A.G. G. AND Fu= 101,38 Ksi o o FLUSH, EMBOSSED & GLAZED ASSEMBLIES - L.M. I L E C C� �Nc• DAYBAR INDUSTRIES LTD 01�At2 TiLL1T TESTING & ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON, � �• • �, O®(� 6399M.W..36fA. SL, Ste. 3A9b GA MGM OM,FL 33966 ON CANADA, LOT 2J4 �� •.• ••...�..• q�� Phone:(JOS�71-1ST .I=:papi1-13.31 TER: 905 825-8000 FAX: 905 828-4204 12_010 a-mallr (11(moftol.com DRAWING No ® V q EB-0008719 REV.No amemPncN oArz I Kv.No I WM MION 0AT6 �p��d✓doB09D?9pie qWALTER A,FLORIDA 77UI r.IT JP.E. a OLD 09-M t/17/1i SHEET 19 OF 18 1