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REV-16-2131 Miami Shores Village Building Department JUL 2 10050 N.E.2nd Avenue,Mia ' ore Florida 33138 BY: Tel:(305)795-22 ax* 3 7 -8972 INSPECTION LIN NJa U V O 762-4949 FBC 20 H BUILDING ► Master Permit No.CC-5-16-1204 PERMITAPPLICA Sub Permit No.' ,E`ql�0-eoa BUILDING ❑ EL 0 G ❑■ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECH I ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue (Barry University-Adrian Hall Room 114) City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: Is the Building Historically Designated:Yes NO X Occupancy Type: B Load: Construction Type: 111 B Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Barry University, Inc. Phone#:305-899-3790 Address:11300 NE 2nd Avenue City: Miami Shores State: Florida Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: PP3 Construction, Corp. Phone#: 305-389-0065 Address: 750 NE 96th Street City. Miami Shores state: Florida Zip: 33138 Qualifier Name: Gabriel Rodriguez Phone#: 305-389-0065 State Certification or Registration M CGC1516509 Certificate of Competency#: DESIGNER:Architect/Engineer: Harvard Jolly Architecure Phone#: 561-478-4457 Address:2047 Vista Parkway, Suite 100 City: W. Palm Beach state: FL Zip: 33411 Value of Work for this Permit:$7,000.00 Square/Linear Footage of Work: 650 SF Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Structural Changes Specify color of color thru tile: Submittal Fee$ Permit Fee$ JS CCF$ CO/CC$ Scanning Fee$ d S Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ t� (RevisedO2/24/2014) Bonding Company's Name(if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) NA 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. f • �� / Signatur Signature OWNER or AGENT CO RACTOR The foregoing instrument was acknowledged before me this The foCgoing instrument was ackn ledged before me this day of �/ 20 � .by 0-2S— day of 20 f� by4/0 who is personally know to (D•Q r3�r /fir 6who is persona o to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. ��S\\1N11111111/�j° NOTARY PUBLIC: ' ���.. �R1S TAI�p���,�i'��i NOTARY PUBLIC: X128, SCO 4 ig Sign: Print: �-�� ��1'f — ^�•� $FF?WM79 Print: �.2 MBInc`sSi�G ��y �. Seal: y�99'•. . d�1N.•.O�Q\` Seal: : mm �� �-- 1 IlIA111��\\\\ �• �k�v�u,� moo'' A **�r***�*�*�*s****�*****��* * **r �**r*��****�****��***x�x��x**�**r***r•�r*rix*�xw***�s�� �•' � *�*�� dlti111P APPROVED BY Plans Examiner Zoning ZlLipll Structural Review Clerk (Revised02/24/2014) Detail by Entity Name Page 1 of 3 1 w p ` Detail by EntityName Florida Not For Profit Corporation BARRY UNIVERSITY, INC. Filing Information Document Number 711458 FEI/EIN Number 59-0624364 Date Filed 09/08/1966 State FL Status ACTIVE Last Event AMENDED AND RESTATED ARTICLES Event Date Filed 03/27/2009 Event Effective Date NONE Principal Address 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Changed: 02/08/2012 Mailing Address 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 Changed: 01/31/2011 Registered Agent Name&Address Dudgeon, David 11300 NE SECOND AVE LaVoie Hall #209 MIAMI, FL 33161 Name Changed: 03/31/2014 Address Changed: 03/31/2014 Officer/Director Detail Name &Address Title S http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/28/2016 Detail by Entity Name Page 2 of 3 DUDGEON, DAVID 11300 NE SECOND AVE MIAMI, FL 33161 Title T Rosenthal, Susan 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Title D Busse[, John 11300 NE SECOND AVE MIAMI, FL 33161 Title PD BEVILACQUA, SISTER LINDA 11300 NE SECOND AVE MIAMI, FL 33161 Annual Reports Report Year Filed Date 2014 03/31/2014 2015 04/23/2015 2016 04/29/2016 Document Images 04/29/2016 --ANNUAL REPORT View image in PDF for 04/23/2015 --ANNUAL REPORT View image in PDF format 03/31/2014--ANNUAL REPORT View image in PDF for 04/01/2013 --ANNUAL REPORT View image in PDF format 02/08/2012 --ANNUAL REPORT View image in PDF for 01/31/2011 --ANNUAL REPORT View image in PDF format 01/29/2010--ANNUAL REPORT View image in PDF format 03/27/2009--Amended and Restated Articles View image in PDF for 03/19/2009--ANNUAL REPORT View image in PDF format 05/23/2008--ANNUAL REPORT View image in PDF for 02/05/2007--ANNUAL REPORT View image in PDF format 02/10/2006--ANNUAL REPORT View image in PDF format 05/02/2005 --ANNUAL REPORT View image in PDF for 06/08/2004 --Amended and Restated Articles View image in PDF format 02/26/2004 --ANNUAL REPORT View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/28/2016 - f Ia 1 EVISIO MIAMb KIAMI DADS COUNTY — PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamtdade.eov/economy Aldora Aluminum&Glass Products,Inc. 11500 Miramar Parkways Suite 300 Miramar,FL 33025 SCOPE: This 140A is being issued under the applicab a and rogt,dationjs>govgrning the use of-construction materials. The documentation submitted has J;'evi l<and cepto b Miam-Dade County RER - Product Control Section to be used in Miami D ants arid'other areas ere allowed by the Authority. Having Jurisdiction(AHJ). t`. This NOA shall not be valid after the expiration date t belpi.The ami- ade County Product Control Section(In Miami Dade County)and/or the AHI(m ar er Ilia " I i Dade County)reserve the right to have this product or material tested for quality assur . If this product or material fails to perform in the accepted manner,the manufacturer will inc expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. , This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. •••• . .... ...... DESCRIPTION:Series"Front Set"Aluminum Window Walt System-L.Ml••• ••• •. APPROVAL DOCUMENT:Drawing No.W14-12,titled"Series Front Set Alum Wodowall Sys•: ....:. (L.M.I.)",sheets 1 through 10, 11, 11.1, 12 and 13 through 19 of 19,dated 03/21/14,'Ptpared by A?`Farooq.-••• Corporation,signed and sealed by Javad Ahmad,PX.,bearing the Miami-Dade Cod-hV-'roduct Cantel Approval stamp with the Notice of Acceptance number and approval date by the MiWDadeu ' 60096. Product Control Section. • .. .. .. . ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• .' LABELING: Each unit shall bear a permanent label with the manufacturer's jam, or log!,-oifA stater model/series, and following statement: "Miami-Dade County Product Control Appfgee -, unlet gherwi*••• 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,than 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 consists of this page 1 and evidence pages B-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0415.06 couNTY Expiration Date: July 03,2019 Approval Date: July 03,2014. Page 1 . t Aldorn Aluminum&Glass Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-12,titled"'Series Front Set Alum Windowall Sys. (L.M.I.)",sheets 1 through 10, 11, 11.1, 12 and 13 through 19 of 19,dated 03/21/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test rdports 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 window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL 7140,dated November 27,2013,signed and sealed by Marlin D.Brinson;P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loadingr FBC TA$W2-94 2)Large Missile Impact Test per.FBC,TAS 241-A4 .::60 00 00:0 3)Cyclic Wind Pressure Loading per FBC,T454Q3-94 •.; ..,.;. along with marked-up drawings and installation diagram of anakminum window • wall system,prepared by Fenestration Testing Laboratory,Inc,.,*T tiRepcQt No. • FTL 7641,dated March 18,2014,signed and sealed by Marlig 13* $r insot%rV,. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading pof FOC TA$20-94 ...... 2)Large Missile Impact Test per FBC,TAS 2Q4*" .' 3)Cyclic Wind Pressure Loading per FBC,TAS 205--94 •*••:• along with marked-up drawings and installation diagram.of arialu&num U indoor :0004 wall system,prepared by Fenestration Testing Laboratory,Inc.,'fest Repoi 140; FTL 7698,dated March 18,2014,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5�h Edition(2014),prepared by Al Farooq Corporation,dated April 9,2014,all signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1.300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) la • n P.>{. Product Co rol aminer NOA -0415.06 Expiration Date: July 03,2019 Approval Date: July 03,2014 E-1 c Aldora Aluminum&Glass Products,Inc. NOTICE OF ACC CF1: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their`9DuPont SentryGlasO Interlayer"dated 08/25111,expiring on 01114117. 2. Notice of Acceptance No. 13-4126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08!19. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company{MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS Y 1. Statement letter of conformance,complying with FBC 5th Edition(2014),and of no financial interest,dated April 9,2014,issued by Al-Farooq Corporation,signed and sealed by J'avad Ahmad,P.E. 2. Proposal No. 12-1644 issued by the Product Control Section, dated September 10, 2012,signed by Manuel Perez,F.E. G. OTHER 1. None. ...... .. ...... s • • • • • • i Mariuel .E. i Product Control Exa finer NOA No.1AA41&06 Expiration Date: July 03,2019 Approval Date: July 03,2014 i E-2 i •• .• • • • •• •. • • • • • • • • • • • 0% 000 D.L.OPNG. D.L.OPNfl. 0 OPNG. D. OPNtt. SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 • . 0 3• . .• 0 00 0 A A • • • • 10 • • •• 1a 1Z 4 to u • • • • • • . F .�. 00 • . 6 •.• • G. •.• �•. f7 D 0 0 E E ••• • • ••. • _• • 13 13 t3 3 / 13 • • • ....s..aa..___ 18 18 13 �� 18 ----------- .4 -- ---- 18 e c a 1 ,i E NOA is / 1'FOR HXXX:*�� c e 4 OPTION MRTH CORNER.91 M. 71/2' MAX. 1 ANCHORS TYPE I CORNERS 3• 1 ANCHORS TYPE JAMB 3• ANCHORS TYPE SILL `�,AW.AC.BTT,BC OR tHd I ANCHORS TYPE TYP. -AW.AC.SW.GO OR CM 2.3 OR 4 AT EACHSIDE MULL 1`_AY.AC.BW.BC OR cm TYP. \_AW.AC,BW.80 OR CM $3 OR 4 AT EACH SEE SHEETS 8 THRU to 2.3 OR 4 AT OUOR MULL 2,3 OR 4 AT EACH JAMB SEE SHEETS 8 TTRII 10 SEE SHEET t1 SEE SHEETS 8 THIN 10 SERIES FRONT SET r"CAL LIFVATIONS M .ALUINUM OSTEAd SINGLE '0' PANEL -�� WALL SYFRAME WIDTH O.L.O. WIDTH + 4.50" THIS SYSTEM MAY 13E USED IN COKIUNCTION WITH MM–RADE FRAME HEIGHT D.L.O. HEIGHT + 4.50' COUNTY APPR'D LARGE MISSILE IMPACT RESMANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL INSTRUCTIONS: WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. USE CHARM AS FOLLOWS. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. STEP 1 DET178WJE DMICN WIND LOAD RECUMIENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ON WIND VNL0CIIY.SLOG.HWM.WIND ZONE THIS SYSTEM IS RATED FOR LMGE& SMALL MISSILE IMPACT. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REOUIREO. HURRICANE 2014E(MC). STEP z SEE CHARTS ON SHEET 3 FOR DESIGN LOAD WINDOW WALL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAK. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER CAPACITY OF DESIRED GLASS SITE. LOADS TO THE STRUCTURE. STEP CHECK MULLOR CAPACITY FOR A WEN SPACING AND '•�: 'CNS. Approveda ww4dy d8wrR]yam ANCHORS SHALL BE AS USTEO,SPACED AS SHOWN ON DETAILS,ANCHORS 3 HEIGHT USING CHARTS ON SHEETS 4 THIN 7 FOR STOREFRONT FLA.PE Y 7592 FToNde >3 – EMBEDMENT 10 BASE MATERIAL%TALL BE BEYOND WALL DRESSING OR STUCCO. MULLION AND SHEET 11 FOR DOOR MIRUON. CA.a. Date qE ANCHORING OR LOADMIO CONDITIONS NOT SHOWN IN THESE DETAILS ARE THE CAPACITY SHOULD EXCEED IME DESIGN LOAD. OLOAO de 1 1 S S NOT PART OF THIS APPROVAL. P 4 USING CHART ON SLEETS 8 THRU 10 SELECT ANCHOR OPTION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WITH MIG N RATING MORE THAN DESIGN LOAD SPECIFlED BY drawing -. MATERIALS 94CLWNG BUT NOT UNITED TO STEEL/METAL SCREWS.THAT IN STEP 1 ABOVE W14-1 2 cXu�INTO CONTACT WITH OTHER WSST TDW MATFRTAIS sHml MEET THE STEP 5 THE LOWE27T vAl11E RESItt1NN0 FROM STEPS 2 3.AND a Q 4 REQUIREMENTS OF THE FLORIDA SLOG. CODE. SHALL APPLY TO ENTIRE SY87E61. tt o!1 •• •• • • • •• •• • • • • • • • • • • • 1/4'HEAT STREND GLASS 1/4"HEAT STREWD GLASS 1/4'HEAT STREN'D GLASS to � 1190'Interlayer 120'Interlayer • ••• • • D90°IntVayer DuPont SentryGlos UVekol S • • • Satiex 6(Wr Ano&9r Was 4 By'E.I.DuPont De Nemoure&Co.,Inc.' By'Annex USA,Inc.' • • • • • • ByiEestn•In ChBrOical Co. z 5 • • • • • • • J 1/4'HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS •• • ••• 1/jff.VAT%Tft'D GLASS I 1 $ S5 •• • $• •• • ^�kp: • • • • o I V O h i ! I I • •• • • II • I 2 26 2 26 V L$oC \� I I \� I I 28 • • � • I 25 • i I 0. SILICONE 31 SILICONE 31 StUCONE 31 SIUCONE 31 DOW CORNING CWS DOW CORNING CWS DOW CORNING CWS DOW CORNING CWS g TREMCO TRI 600 TREMCO TREMSIL 600 TREMCO TREMSIL GDO TREMCO TRII 800 DOW CORNING 899 GLASS TYPE 'Gl' DOW CORNINti 899 GLASS TYPE 'GB' DOW CORNING 899 GLASS TYPE 'G5' DOW CORNING 899 G� ALTRRNATE ni.A7.1xa DETAIL 1/4'TEMP.GLASS 1/4'TEMP. GLASS 1/4°TEMP.GLASS OPTIONAL FOR GLASS TYPES 'G1', '03' &'G8' w 1/2°AIR SPACE 1/2'AIR SPACE 1/2'AIR SPACE inin aQ 1/4'HEAT STREN'D GLASS 1/4'HEAT STREN'D CLASS 1/4'HEAT STREN'D GLASS N 090'Interlayer 120'Interlayer 090"Interlayer EL DuPont SentryGlos Uvekol S Saflex Gear And Cdor Glass $1 IV By'E.I.DuPont Do Nemours&Co.,Inc.' By'A9nex USA,Inc: By'Eastman Chemical Co.' E 1/4'HEAT STREN'D GLASS 1/4°HEAT SIREN'D GLASS 1/4'HEAT STREN'0 GtA55 'S '.. p. c a ry 8 c I i z � I I N a S s 28 i I II 25 � 28 I. j I 28 \ 2g j � ! 28 I I j 25 j I I l 27 u 'I O SILICONE 34 I SILICONE 34 SILICONE 34 SILICONE 34 DOW CORNING CWS DOW CORNING CWS DOW CORNING CWS DOW CORNING CWS TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 TREMCO TREMSIL 600 DOW CORNING 899 GLASS TYPE, '132' DOW CORNING 899 GLASS TYPE `Q4 DOW CORNING 899 CLOS TYPE 'C8, DOW CORNING 899 A1.TERNATR GLAZING DEMOPTIONAL FOR GLASS TYPES 'G2', 'G4' & 'G6' o m o 2! 6C1 $ I i 26 1 I I 26 Engn..,IAVAD AHMAD I I I DIV9. 4PP*ovpl W CQinply{Y®tl'Lllt Ilio N 1/2" AIR SPACE CONSISTING Oh FLA. V0882 Florlds n7 a "� I SPACEBL CAN.axw Pat, ALUMINUM BOX SPACER AROUNDml Prods g THE PERIMETER OF THE GLASS. / V acRIMEfER SEA14NT: � drawing no. 34 SILICONE LAMINATED,GLASS ON EXTERIOR DOW CORNING 791 _ 2014 W14-12 OPTIONAL FOR GLASS TYPES '122', 'G4' & 'G6' GE 2000 shast 2 of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • .•• GLASS LOAD CAPACITY-PSP GLASS LOAD CAPACITY-PSP GLASS LOAD CAPACITY-PSP GLASS TYPES GLASS TYPES • 000 • • GLASS TYPES NOMINAL DILLS. 'G1' & 'G2' 'GS' & 'G4' 'G5' &'G8' NOMINAL DIMS. 'GS' &'G2' 'G3' At 'G4' 'Gt & '24' AO AL•DD1l9. MS' &602' 'G3' &'04' 'G5' & 'GB' D.L.O. O.LO. mo.W51TH O.Lo.HEIGHT DR.(+) INT.(-)EXT.(+) WT.(-)Exxr.(+) B9r.(-) D.LO.mam O.LA.HEOO EXT.(+)941'.(-)I ExT.(+)I INT.(-) !+)ENT.(-) O.L.O.8.00111 J..o.maff DQ+)l I . W4+) INT.(-)EXT.(+) (NT.(-) WIDTH _WIDTH 0 j 33" 120.0 135.0 120.0 135.0 65.0 75.0 33' 120.0 136.0 120.0 135.0 00 79.0 "• • 188.E 420.0 139.0 88.0 75.0 35" 120.0 135.0 120.0 135.0 65.0 75.0 38' 120.0 135.0 120.0 135.0 85.0 75.0 38' 120.0 1 .0 1MA 135.0 65.0 75.0 Q 38' 120.0 135.0 INA 135.0 05.0 78.0 39" 120.0 135.0 120.0 135.0 85.0 79.0 39' 80A 60A Bob 80.0 68.0 75.0 4Y 920.0 135.0 120.0 135.0 85.0 75.0 4Y 120.0 135.0 120.0 135.0 55.0 75.0 4Y BOA 80.0 80.0 80.0 65.0 75.0 o� 45" 120.0 135.0 120.0 135.0 65.0 76.0 45" 120.0 135.0 120.0 135.0 6W 75 �• &• •� 460.0 50.0 80.0 48" 120.0 135.0 120.0 135.0 65.0 75.0 48` 80.0 80.0 80.0 80.0 85.0 TS fs 48°• 21.1/x• 80.0 80.0 80.0 80.0 51' 73-1/2" 120.0 135.0 120.0 135.0 65.0 75.0 51" 07-1/Y 60.0 60.0 80.0 80.0 65.0 75 �1"• •• • 60.0 X0.0 80.0 BD.O - - d iGi7 WW 84' 120.0 135.0 120.0 135.0 &&0 MA 84° 60.0 60.0 00.0 80A -00 -G 54► • •• 60.Y 60.0 80.0 80.0 46 57' 120.0 433.0 120.0 133.0 55.0 75.0 87' 80A 80.0 80.0 BOA - - 57' 80.0 80.0 80.0 80A 60" 120.0 135.0 120.0 138.0 65A 75.0 60` 80.0 60.0 80.0 80.0 - - 80` 80.0 80.0 80.0 SOM 63° 90.0 90.0 BOA 60.0 65.0 75.0 63' 60.0 80.0 80.0 80.0 - - 83' 60.0 60.0 80.0 8QA 88' 80.0 60.0 GOA 80.0 05.0 75.0 68' 60.0 600 80M 80.0 - - 33' 120.0 135.0 120.0 f35A 65.0 75.0 69' 80.0 60A 80.0 80.0 65.0 76.0 69" 80.0 60.0 00.0 BOA - 38' 80.0 90.0 50.0 80.0 65.0 75.0 Fd 33° 120.0 136.0 120.0 135.0 68.0 78.0 33° 17.0.0 135.0 120.0 135.0 65.0 75.0 39' 80.0 60.0 80.0 60.0 65.0 75.0 38" 120.0 135.0 120.0 135.0 65.0 79.0 36' 120.0 135.0 120.0 135.0 65.0 75.0 42' 80.0 60.0 80.0 80.0 z � 39' 420.0 435.0 120.0 135.0 85.0 75.0 38' 920.0 135.0 920.0 135.0 65.0 75.0 45' 80.0 80.0 80.0 80.0 927-1/2' .. 42' 120.0 136.0 120.0 MO 65.0 75.0 42' 120.0 13&0 120.0 135.0 65.0 78.0 48' 60.0 50.0 80.0 80.0 - W 45" 120.0 135.0 920.0 f35A 65.0 75.0 46' 90.0 90.0 80.0 80.0 65.0 75.0 59' 80.0 60.0 B0.0 80.0 - - 40' 120.0 135.0 120.0 135.0 65.0 75.0 40' 60.0 80.0 80.0 80.0 85.0 75.0 54' 60.0 60.0 80.0 80.0 51' 79-f/2° 920.0 133.0 120.0 135.0 85.0 75.0 51" 103-1/2' 60.0 60.0 80.0 80.0 - - 57' 60.0 60.0 80.0 54° 120.0 135.0 120.0 135.0 65.0 75.0 54° 60.0 80.0 00.0 80.0 - - SO' 80.0 60.0 60.0 80.0 5Y 00.0 90.0 80.0 80.0 85.0 75.0 87' 60.0 60.0 80.0 SOM - - 33' 120.0 135.0 120.0 135.0 85.0 75-0 N LL BO" 60.0 604 80.0 80.0 85.0 75.0 80° BOA 60.0 80.0 80.0 - - 36' 60.0 80.0 80.0 80.0 68.0 754 0.0 63' 50.0 60.0 80.0 80.0 65.0 75.0 83" 60A 00.0 80.0 80.0 - - 39" 80.0 60.0 60.0 80.0 - - E M 88' 60.0 SOA 80.0 80.0 - - 88' 80.0 60.0 80.0 80.0 - - 42' 60.0 60.0 BOA 80.0 - - 88' 60.0 60.0 80.0 80.0 - - 88' BOA BOA 80.0 00.0 - 45" 133-1/2' BOA 80.0 80.0 80.0 33" 120.0 13&0 120.0 135.0 65.0 75.0 33° 920.0 135.0 120.0 935.0 65.0 78.0 48" BOA 60.0 80.0 80.0 - - 38` 120.0 135.0 120.0 135.0 65.0 75.0 38' 120.0 135.0 120.0 135.0 85.0 75.0 51° 80.0 80.0 80.0 BOA 39" 120.0 135.0 120.0 135.0 68.0 75.0 39" 120.0 135.0 120.0 135.0 65.0 75.0 54" 50.0 BOA 50.0 80.0 4Y 120.0 135.0 120.0 135.0 65.0 75.0 42' 90.0 90.0 80.0 90.0 85.0 75.0 17° 80.0 80.0 80.0 80.0 - - 45" 120.0 135.0 120.0 135.0 85.0 75.0 45° 60.0 60.0 80.0 80.0 65.0 75.0 33' 96.0 60.0 80.0 BOA 65.0 75.0 48' 120.0 135.0 120.0 135.0 65.0 75.0 48' 00.0 00.0 80.0 80.0 - 38° 60.0 80.0 80.0 80.0 85.0 75.0 51' 85-1/2' 120.0 135.0 120.0 135.0 85.0 75M 51' 1o9-1/Y 80.0 60.0 80.0 80.0 - - 39' BOA 60.0 80.0 80.0 - - 54' 90.0 90.0 80.0 80.0 85.0 75.0 54' SOA 00.0 80.0 60.0 42" 80.0 60.0 80.0 80.0 - 57' 00.0 60.0 80.0 60.0 85.0 75A 57° 60.0 60.0 Bob 80.0 - - 4S' 139-1/Y 50.0 80.0 80.0 80.0 - - C SO" 60.0 60.0 80.0 80.0 65.0 754 SO' 80.0 60.0 80.0 60.0 - 48' 60.0 80.o 80.0 80.0 - - 63" 60.0 60.0 60.0 80.0 - - 63' 80.0 WA 60.0 80.0 - - 51° SO.O 60.0 80.0 80.0 - 85" 60.0 60.0 SOX 80.0 - - 55" sob 60.0 SOA BOA - S4' 80.0 BO.D 80A 80.0 - LEI89" 00.0 60.0 80.0 80.0 - - 89' 80.0 00.0 80.0 80.0 - - 57" 60.0 60.0 80.0 �.0 - 33" 1204 135.0 120.0 935.0 65.0 75.0 33' 120.0 135.0 120.0 1354 65.0 75.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 36` 120.0 135.0 120.0 138.0 65A 75.0 38° 120.0 135.0 120.0 13&0 65.0 79.0 39° I20A 135.0 120.0 135.0 65.0 75.0 39' 120.0 135.0 920.0 135-0 85.0 75.0 8 42' 120.0 135.0 120.0 f3SA 65.0 75.0 42' 60.0 60.0 80.0 80.0 65.0 764 NOTE: g W 120.0 135.0 120.0 13x.0 65.0 7&0 45° 60.0 BOA $0.0 Bob 0&0 75.0 GLASS CAPACITIES ON THIS SHEET ARE 48" 120.0 135.0 120.0 135.0 65.0 78.0 48' 60.0 50.0 80.0 90.0 - BASED ON ASTM E1300-09 (3 SEC. GUSTS). 51" 91-1/2` BOA 50.0 Sob 80.0 65.0 75.0 51' 115-1/2" GOA 60.0 80.0 80.0 - - En n JAVAD &pptpyp{py�q O�p411�6 94" 80A 80.0 80.0 80.0 85.0 75.0 S4' 80.0 80.0 80A Bob - p 90584 97' 00.0 60.0 80.0 80.0 - - S7' 60.0 60.0 80.0 80.0 - - 3638 So' 80.0 60.0 80.0 80.0 - - 80' 60.0 50.0 Bob 80.0 53` SDA SOA MA 80.0 - - BY 60.0 60.0 80.0 80.0 - - drawing no. 88' BOA BO.Q 80.0 80.0 - - 86' 80.0 80.0 BOA 80A - 9 469` 460.0 w.o Bo.o 80.0 - - GLASS J(1 W14-12 sheet 3 of 19 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP a7 47 MULLION MULLION MULLION • ••• • • • WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS WITHOUT 1MIDARDLATE HORIZONTALS • • • •• NOMINAL DIMS. MULLION'MI' NOMINAL DIMS. MULLION'M2' NOMINAL DIMS. MULLION 'M2' • • • 11• • • 12 11 7 JAMB 'JI' JAMB*32/'JW JAMB'd2'/'J2A' • • • • • • {�� .� kMIH(9) rwudE HIDGHT E7U.(+)(KT.(-) WIDTH(PO PRA71E HEIGHT W.(+)WT.(-) WIDTH(W) IFRAME HWIT EXT.(+)INT.(-) ••• • • ••• ••• �"� d 30' 90.0 90.0 120.0 135.0 30" 120.0 13&0 JB' 80.0 90.0 38• 120.0 135.0 38" 120.0 135.0 g 42" 90.0 90.0 42° 120.0 135.0 42" 120.0 135.0 JAMB'JI' JAMB'J2' JAMB 'd2A' •• • ••• •• IY M"4 SY Ui'3 Ix IH'4 SX W'3 • UMD4lM 4.027 1.788 pLDMINUM 5.584 2.2 48' ga. 90.0 80.0 �• �, 120.0 13SA 44° 114' 120.0 139.0 • • ter 64' 90.0 904 ga. 120.0 1354 48' 804 80.0 • • • • 1519 $TERI. 1.579 .760 60' 90.0 80.0 • • • • • •• AL TOTAL V 80' 1 Z0.0 1354 84` 80.0 80.0 • • • • • • • ,wry+k %2,8 8.432 6 +h STL X 2.9 10.088 fy 81' 90.0 90.0 •• • • • • • •• a i ss° 80.0 80.0 13D" 80.0 90.0 Ay 86" 80.0 �.0 72" 80,0 80.0 86' 80.0 80.0 72' 80.0 80.0 ` 120.0 1354-----j72' 80.0 80.0 30' 90.0 90.0 J8, 120.0 135.0 30" 120.0 135.0 36" 90.0 904 36 Z 42' 90.0 90.0 42' 120.0 135A 36' 120.0 135.0 48' 120.0 135.0 42' 120.0 134.5 l� R 48" 90. 80.0 804 90` 7A BA 7A 8A 64' 90.0 90.0 84' 120.0 135.0 487 120" 80.0 80.0 57' 87.8 87.0 BB120.0 135.0 54' 80.0 80.0 = op 80' 80.0 80.0 60" 80.0 80.0 60" 80.0 804 J M 68" 80.0 80.0 80.0 80.0 66" 80.0 80.0 72" 78.8 78.8 72' 80.0 s0A 72" 80.0 80.0 30' 90.0 90.0 30' 120.0 135.0 30' solo 80.0 36 fA y 30" 904 90.0 30' 120.0 135.0 38" 80.0 80.0 Q L3• 42' 904 90.0 42' 120.D 135.0 42` 80.0 804 7 8 7 8 3 �* 96' 89.8 86.8 48° 8r 120.0 135.0 48' 126' 80.0 80.0 54` 7&0 784 62' 120.0 135.0 54' BOA 80.0 S' 72.2 72.2 b4' 80.0 80.0 80` 804 80.0 1 68' 87.8 67.8 SW 80.0 804 86' 78.9 78.9 MULLION 'MI' MULLION'M2' <L T2" 64.3 84.5 66" 804 80.0 88` 77.1 77.1 yT IH^+sz IN"3 Ix Or Ba %1'3 30' 90.0 90.0 7r 80.0 80.0 30' 80.0 80.0 5.870 .514 ALUMINUM 5.570 2.514 o 38' 90.0 90.0 30" 120.0 13&0 36" 80.0 80.0 4. 0 2.000 42' 83.3 133.3 39' 120.0 135M 42" 80.0 80.0 AVAI f 4 %p,g To 17.270 a 48" 102° 74.2 74.2 42" 120.0 135.0 48" 132' B0.0 80.0 SO' 71.7 71.7 48' 120.0 135.0 84' B0.0 80.0 � 54' 87.3 67.3 102" 48` 120.0 135.0 80` 73.3 73.3 or 82.1 132.1 8. 80.0 80.0 or 68.7 68.7 66` 5&1 98.1 gg• 60,0 80.0 313` 80.0 80.0 7o" 55•S 559 BB" 804 80.0 38" 80.0 80.0 c 30" 90.0 90.0 72` solo 80.0 42" 80.0 80.0 38' 60.1 80.1 30' 120.0 135.0 48' 138` 77.3 77.3 c 42" B98 69.8 36' 120.0 135.0 54" 69.7 69.7 48" 108` 623 62'3 42' 120.0 135.0 60" 62.6 62.8 54' 88.7 58.7 w 48' 108` 120.0 138.0 or 81.9 81.9 60' 52.3 62.3 as`SVI 80.0 80.0 W. solo 80.0 c. 30` 800 BOA 54" 80.0 804 38` 80.0 80.0 0 L:2* 80.0 BOA 42` 76.7 7&7 36' 87.8 87.8 f `42' 59.0 69.0 680.0 80.0 48" 87.5 67.8 W1 W2 W348" 525 525 80.0 604 54' 61.0 814 v 114' 1313• 55.7 85.7 VAOTH (W) W1 54' 47.8 47.6- AT FRAME JAMB jr.JAVA AH AD +lpprorcd 0e complying vUB Wp a BD' 43.8 43.9 y FLA.PE f 70592 p 0 � @ 8 I 6r 423 423 YRDTH o W2 + W3 'C, .,538 NOA9. 30' 619 08.7 AT FRAME MULLION 2 6( ai Prodo 1 g L 137.8 57.9 120, 50.3 50.3 droving no. 0.7 a4" 4µ0.s JUN Q 9 2014 W14-12 37.2 37.2 sheet q•of 19 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DIMON LOAD CAPACITY-PSF DIMON LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF MUIJJON MULLION MULLION _ WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERAIEDIATE HORIZONTALS Vrl%0UT 11171IRMSDIATE MORIZONTAIS • ••• • • •• 35 a, NOMINAL DIMS. MUIJ.ION 'MS' NOMINAL DIMS. MULLLOAI'M4' NOMINAL DIMS. MULTJON 'M4' • • • • • •• • JAMB 'J3' JAMB 'J4' JAMB 'J4' • • • t t • 1 • • : • t p WIDTH(W) FRAME EXT.(+)INT.(-) Aum/(5l) MME HOOK EXT.(+)INT.(-) WWTH(w) FRMS H E1014T EXT.(+)INT.(-) ••• t • ••• •t• •• a 30" 80.0 00.0 30" 100.0 100.0 30" 100.0 100.0 o 38' 90.0 90.0 38' 100.0 100.0 36' 100.0 100.0 v 42" 90.0 90.0 42" 100.0 100.0 42' 95.5 95.5 JAMH 'd3' JAMB 'J4' •• • • • •• ••• •• �' Be 80.0 90.0 46' Be 100.0 100.0 44° 114' 91.5 91.5 • S. • • Iz tr4 SX W-3 F� a 54' 90.0 90.0 Be f00A 500.0 48' 60.0 Bob 13 2 • •• AL NUM 5.513 2. R N • •• • BPEEL• 2.000 1.000 V 80" 80.0 Bob 80' 100.0 100.0 64' 80.0 80.0 • • • • • • • • 11.813 88' 80.0 80.0 88" 804 60.0 80' 80.0 60.0 •• • • • • • •••h am•D %29 72' 80.0 80.0 72' 80A 80.0 68" 60.0 00.0 qJ 30' 90.0 90A 30' 100.0 100.0 72' 00.0 60.0 38" 90.0 90.0 38' 100.0 100.0 30" 100.0 100.0 35 42° 90.0 90.0 42' 100.0 100.0 38" 994 994 48" 90° 80.0 90.0 48' go. 100.0 100.0 42' 859 85.8 9 10 9 10 51' 90.0 904 54" 100.0 100.0 48' 120' 80.0 80.0 54' BOA 80.0 58" 100.0 100.0 Be 80.0 80.0 80° 80.0 80.0 60" 50.0 80.0 80° 60.0 00.0 �M 88' 80A 80.0 88" 80.0 60.0 86' $8.2 58.2 72' 77.8 77.6 72' 60.0 60.0 72' 54.8 54.5 30' 90.0 90.0 30" 100.0 100.0 30" 60.0 80.0 $N 38" 90.0 90.0 36" 100.0 100.0 38' 60.0 60.0 a Q 42' 90.0 90.0 42" 100.0 180.0 4Y 80.0 00.0 9 10 9 10 45' 96" 86.5 86.5 48" 96. 100.0 100.0 48" 126' Bob 80,0 64" 78.8 78.6 52" 100.0 100.0 54' 80.0 80.0 d.M 50" 73.0 73.0 Be 60.0 80.0 60" 56.5 58.5 68" BBS 88.6 80' 60.0 60.0 86' 52.2 52.2 72" 62.5 62.5 88" 50.0 60.0 72" 51.0 51.0 MULLION'M9' MUIMON 'M4' 30" 90.0 80.0 M' 60.0 50.0 30" 60.0 60.0 Ix IN"4 IN"3 $ It1"4 Of J a O y2 36" 80.0 80.0 30' 100.0 500.0 36" 80.0 60.0 5913 2.5 9 ALIIMB4TIM 5.813 2.529 S �f 42' 80.0 80.0 39' 100.0 100.0 42' 60.0 BOA 2..61 1.000 v 48' 102• 75.0 75.0 42' 100.0 100.0 48' 132' 6mo 80.0 tr i+d stl.l ye f 1.813 54" 68.1 88.1 48' 102" 100.0 100.0 54' 580 58.0 80" 82.8 828 49' 500.0 100.0 60" 81.1 81.1 88" 5&7 58.7 Be 60.0 60.0 65' 47.8 479 70' 58.5 56.5 80' 80.0 60.0 30" 60.0 50.0 30" 80.0 60.0 58' 60.0 60.0 38' 80.0 60.0 36° 80.0 80.0 72° 60.0 60.0 42' 60.0 80.0 42' 71.8 71,8 30" 100.0 100.0 48' 138' 889 889 c 48' 108° 63.9 63.9 38" 100.0 100.0 54° 51.1 51.1 54' 58.1 88.1 42' IOOA 100.0 80" 46.5 48S 80' 53.6 53.8 46' 108° 9&7 98.7 82' 45.2 45.2 88' 50.2 50.2 48' 60.0 80.0 30" 60.0 60.0 c m 30' 80A 80.0 Be Bob Bob 36" 00.0 00.0 �a 36" 89S 69.5 80' 60.0 60.0 42" 144" 569 589 g 42' 50.5 50.5 66' 60.0 60.0 48" 52.0 52.0 48' 114" 80.9 53.9 72" 60.0 60.0 5$ 46.6 46.6 54' 489 48.8 80' 42.4 424 JAVAD AHNAD 1 80' 45.0 45.0 WIDTH (W) W1 Ear. Lm sApinuvedasmmoftwithoW Fl, 83" 43.4 43.4 AT FRAME JAMB FLA.PE 8 70592 "'tea Fi I 30' 70.5 70.5 WIDTH � ® 0 h W2 +W3 3538 . P1od W 4 a 38' 59.4 69,4 AT FRAME MUON 2 42° 120" 51.6 51.6 drawing n0. 48' 48.8 45.8 54" 41.5 41.5 MULLIONS fU �09 W14-12 80' 38.1 38.1 sheet 5 of 19 . . ... • . . ... .. .. . . . .. .. • . . . . . . • . . . • • ••• • • • • ••• DRSIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF MULLION MULLION MULLION 47 47 p84% a WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTAIS • ••• • • • EY NOMINAL DIMS. MULLION 'M1' MULLION 'M8' MULLION 'M2' • • • f f • •• 12 11 7 NOMINAL DIMS. NOMINAL DIMS. • • • Z 3 JAMB'J1' JAMB'J2' J2A' JAMB'J2' J2A' • • • • • mons(v) FRAME H1am1r exr.(+)n41(-) 9w111 • • • • • • ' (v9 FNA31E HE9IFIT E%T.(+)INT.{-) 151o1N(x� FlOwE xt]CFIr Exr.(+)INr.(-) • • • • ••• �� I 30° 90.0 90.0 30' 120.0 135.0 30' 120.0 135.0 s 36' 90.0 90.0 1 38' 120.11 135.0 1 36' 120.0 135.0 1. 90.0 90.0 42• 120.0 135.0 42' 120.0 135.0 JAMB 'Jl' JAMB 12' JAMB 46° 90.0 90.0 •• • 000 •• IX 61"4 IN"3 It 6Y'4 S%IN 3 84' 46' 120.0 135.0 44° 120.0 f35.0 b4' SILO 90.0 �" t 14' • • 8 ,S • 4.027 1.788 ALUMINUM S. 2.521 54' 120.0 135.0 48' 80.0 80.0 • 1.518 .180 STEEL. 1.519 .780 8 a BO' 89.3 89.3 6o' 120.0 135.0 84' 80.0 80,0 • • • • • :0. • AL • IL-2 TOTAL 10.089 H n 81° 83.9 83.8 �. 80.0 80.0 60" BOA 80.0 ••• • • ••• • • ••ALU•9+•• h Al6Y 4 p %Zs 68' 78.8 76.8 72' 80.0 80.0 a8° 80.0 B0.0 Ihan 72' 70.2 70.2 W 30' 90A 90.0 � 1204 135.0 72' 80.0 80.0 36° 90.0 90.0 36' 120.0 135.0 30° 120.0 135.0 42' BOA 80.0 4Z' 120.0 135.0 36' 120.0 135.0 J8 S 48' 90.0 90.0 48' 80" 120.0 135.0 42• 128.3 128.3 �� w 120.0 135.0 48' 80.0 80-0 7A 7A 8A S4' 818 81.5 120• t� 57' 77.2 i7.2 58• 120.0 135.0 54' 80.0 80.0 60' 728 729 80' 80.0 80.0 60° 80.0 80.0 68' 65.9 68.8 86" 80.0 80.0 66' 80.0 Bob µµl1 1 72• 60.4 60.4 72° 80.0 80.0 72' 1 1 74.8 1 74.8 =C 30• r70.6 90.0 1' 120.0 135.0 30' 80.0 80.0 36 36' 90.0 '�' 120.0 135.0 36° 80.0 80.0 a v 42• 90.0 42' 120.0 138.0 42• 80.0 80.07 6 7 6 48• 98' 79.7 48' w 120.0 135.0 46' 128' 80.0 80.0 t,s4' 708 62' 120.0 135.0 54' 80.0 80.060' 62.9 54' Bao 80.0 w 77.5 77.5 ee' 57.2 60° 60.0 80.0 B8' 70.5 7asMULIdON 'MI' MULLION'M9'72' 52.4 68' 80.0 60.0 88' 88.6 30' 90.0 90.0 72° 80.0 TAA 30• Bao 80.0 Ix IN"4 6Y SY'3 It 9r'4 SZ 97"'I 8.670 2.514 AL lUM 5.870 2.5 4 36' 90.0 90.0 30' 120.0 135.0 36' B0.0 80.0 1 4.000 1 7- 0 1e o ^ 42' 7&2 78.2 TOTAL' 17270 39' 120.0 135.0 42' 80.0 80.0 f,Nsa+ ea%26 48! 66.4�'4 �'4 42' 120.0 135.0 46' 132° 80.0 80.0 80' 65.7 68.7 48' 102° 120.0 135.0 54' 78.0 75.0 S4' 60.8 60.8 49' 120.0 135.0 60' 87.8 678 80' 84.7 54.7 84' 80.0 80.0 86' 62.3 62.3 66' 49.7 49.7 60• 80.0 80.0 30' 80.0 60.0 70" 46'9 48'9 e8' 60.0 80.0 36" 80.0 BOA INTERMEDIATE HORIZONTALS 30" 90.0 80.0 72° 80.0 80.0 42' 80.0 80.0 v 38° 78.8 78.8 1. 120.0 135.0 48' 136" 738 738 853 85.8 78 67.6 36" 120.0 135.0 54' 68.6 65.8 46' 108' 8 54' 51.2 81.2 42' 120.0 -A 60° 59.1 59.1 60' 48.1 48,1 46° 108' 120.0 138.0 62' 57.1 57.1 m 88' 41.9 41.9 48• BOA 80.0 30• 60.0 80.0 *rp 30° 78.4 78.4 s4' 80.0 80.0 38' 80.0 80.0 38' 65.3 65.3 �' 80.0 80.0 42• 144' 743 74.2 o 4Y 56.0 58.0 80.0 90.0 48' 68.0 65.0 72' 80.0 80.0 54' 57.7 57.7 �� 114' 48A 49A I W2 54' 43S 43.5 60' 52.0 1 52.0 i 39.2 39 E-'JAYAO CMLAHMAO dippmvcdonBmp�{o6nHA lRff ry 3 60• 3 WIDTH (W) W1� AT FRAME JAMBB 83" 37.3 37.3 CAN.557le 8 82 pate 30' 67.2 67.2 W2 + W3 KDAA $ .1 WIDTH (W) e 5 36° 58.0 56.0 2 AT FRAME MUI.UON 42' 120• '46.0 48.0 �%• '7�l.� drOWing no. 46• 42.0 42.0 W 14-12 54° 37.3 37.3 MULLIONS J 99 2094 80' 33.6 33.6 sheet 8 of • • ••• ••• ••• • ••• •• •• • •• • • • • • • • • • • • • • ••• • • • • ••• DESIGN LOAD CAPACM -POP DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF MULLION MOLLTON MULTJON tHTH IMIDARDIATB HORIZONTALS WITH INTBRMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS ••• ••• IT•• •• •• ••• 35 NOMINAL DIMS. MULLION 'MS' NOMINAL DIMS. MULLION 'M4' NOMINAL DIMS. MULLION 'M4' • • 11 • 1 • • 1 $ i JAMB 'J3' JAMB 'J4' JAMB 'J4' • • • • • • QFg -� i WIDTH(W) FRA4E HEOW EXr.(4)INT.(-) WIDTH(W) FRAME HVCHT EXT.(+)OFT.(-) WEN(W) FRAME HOW E%T.(4)INT.(-) ••• • • ••• 00* •• �g�g � � 30' r77.4 90.0 30° 100.0 100.0 W. t00.0 100.0 d 38' 90.0 38° 100.0 100.0 36' [63.2 100.0 8 42° 90.0 42' 1100.0 100.0 42' 91.3 JAMB 'J4' JAMB 'J3' •• • • • •• ••• •i 46° 84' 80.0 48' �. 100.0 100.0 44' 114. 87.1 • Ig41g�" Sx4gH' • • Is IN"4 Sa 9Y'3 ��" h 54' 004 54° 100.0 100.0 48' 60.0 •• • 13 ••• • BTESL• 28000 t.000 SiYJ IS 00° 80.0 80° 100.0 100.0 54' 804 • • • • • • • • TOTATA o Be 77.4 86' 80.0 80.0 00° 80.0 •• w •7a' 70.9 72' 80.0 80.0 88' 58.1 d1 30' 90.0 904 30° 100.0 100.0 72° 53.2 36' 90.0 90.0 36° 100.0 1004 30' 100.0 100.0 35 fl) 42' 90.0 90.0 42" 100.0 100.0 38' 96.1 96.1 48° 90° 90.0 90.0 48' 00• 100.0 100.0 42" 82.4 92.4 9 10 9 /0 51' 87.2 87.2 54' 1004 100.0 Q. 120' 00.0 80.0 64° 80.0 804 58° 100.0 100.0 54' BOA 60.0 00' 73.2 732 00' 80.0 80.0 00° 57.7 57.7 3 M i3d Be* 88.8 88.6 68" 80.0 80.0 Be 52.4 52.4 y w 72° 61.0 61.0 72' 80.0 80.0 72' 1 48.1 48.1 30" 90.0 90.0 30° 100.0 100.0 30" 60.0 60.0 a} 36' 90.0 90.0 38' 100.0 100.0 36' 60.0 00.0 3 42' 80.0 90.0 42° 100.0 100.0 42" 80.0 80.0 8 10 9 10 Y 48° 98. 81.5 81,5 46' 88° 100.0 100.0 48" 126' 60.0 60.0 TV�N 54' 70.7 70.7 52' 100.0 100.0 54' 58.1 58.1 .y 0_p 12 00" 63.6 63.6 54° 600 80.0 00' 52.3 1 52.3 t��1 56° 579 57.8 00' 60.0 60.0 68" 47.6 47.8 tail M 9L� 72' 53.0 t700.1 88° 80.0 60.0 72' 482 46.2 MIILIJON'MB' MULLION 'M4' g S 30' 80.0 72° 60.0 604 30' 80.0 004 lY IN"4 Sx 1N"3 YY 81"4 Sx 3 9 a 38° BOA 30° 100.0 100.0 38° 80.0 80.0 5913 2.529 ALUMINUM 3.813 2.529 STEEL 2.000 11.000 + g 42' 80.0 39" 100.0 1004 42° 60.0 00.0 TOTAL S 1° 102" 70.1 42' 100.0 500.0 48° 132' 88.3 88.36 AMIYt5an x 1911.81362.3 46' 102° 999 999 64° 53.0 53.0 00° 66.1 49' 87.7 87.7 60• 47.7 47.7 68' 51.0 81.0 64' 60.0 00.0 66° 444 44.0 70' 48.1 45.1 aw 00.0 60.0 30' 804 60.0 INTERMEDLiTE HORIZONTALS 30° 80.0 00.0 68" 60.0 60.0 38° 60.0 00.0 c 36° 78.8 78.8 72° 80.0 60.0 42" 60.0 60.0 0 42° 87.6 67.5 30' 1004 1004 48' 138• 54$ 84.5 48' 108• 59.1 59.1 36'. 100.0 100.0 54• 48.4 48.4 Be 52.5 52.5 42" 100.0 100.0 00° 43.6 43.6 00' 47.3 47.3 48" 108• 92.9 92.9 62' 42.2 42.2 m 88° 43.0 43.0 45° 80.0 80.0 30' 80.0 00.0 ti $6, a• 30' 80.0 80.0 S4° 50.0 80.0 35' 60.0 60.0 36' 67.0 67.0 60° 80.0 80.0 42" 144' 56.9 56.9 e 42' 87.4 57.4 86' 60.0 80.0 48' 49.5 49.8 48' 114' 00'2 502 72' 80.0 60.0 54• 44.3 44.3 w JAVAO PHMAO 1kPPm�ed m coal 15fib fQa l 54° 44.8 44.8 00' 39.8 39.8 WIDTH (� ,° 007 E^9r & 80° 40.2 40.2 AT FRAME JAMBCML �oi4° 4FLA. �os9a pyo 83' 38.3 38.3 3830" 68.9 68.9 WIDTH (W) a 238' 57.4 57.4 AT FRAME MULUON 42" 120' 49.2 49.2 mJdroving no. 48" 43.1 43.1 W14-12 54" 38.3 38.3 209 00• 34.4 34.4 LY 1`d ehaet 7 of 19 . . ••• • • . ••• eo: 000 000 •• • • • • • ••• •• iQQ WOOD BUCKS AND METAL STRUCTURE NOT.BY ALDORA MUSANDTSUSTAIN TRANSFER THEM TOPTHEDBULD NGLAZING STRUCTURE. a � TYPICAL ANCHORS: SEE ELEV. FOR SPACING � d o g _ _ _ _ _ _ _ _ _ 4 1/2' 4 1/2" 4 112° J S M 7d TYPE 'AW- /J4'DIA ULTttADN BY'ELCO' (FU-177 KSI.FY-155 KSQ 3• 3• 43° yl WITH 1-1/2 INTO 2BY OMN.UCKS OR PENETRATIOTYP. TYP• NN INTO WOODOD 7YP. '90 THRU 1BY WOOD BUCKS INTO CONCRETE OR MASONRY a WITH 1-1/2'MN. EMBED INTO CONCRETE (HEAD SILL/JAMBS) WITH 1-1/4° MIN. EMBED INTO MASONRY(JAMBS) Lo TYPE 'AC'— 1/$OIA ULTRACON ML= (Fu-177 KSI,FI-155 KSQ • 1 3• _� •1!ark g DIRECTLY INTO CONCRETE OR MASONRY TYp '1 8. TYP. g° TYP• g• M TI WITH 1-1WITH -1%4'MIN. EMBED NON EMBED INTO MASONRY NTO (JAMBS�SILL/JAMBS) gE2 ANCHOR EDGE DISTANCES ) A82.ACO.BU, A. CM2 Aft AC3 BWS BC9 01 AX4.AC4.1184. CM4 3 g IMO CONCRETE AND MASONRY- 2-1/2"MIN. r E8to ^' — INTO WOOD STRUCTURE = 1" MIN. _ eNr1i088 TYPES v^� a� � — A82 2 ANCHORS TYPE'AW'AT EACH SIDE OF JAMB AND MULUON Q TYPE 'BW- x}/16' DIA ULTRACON BY'ELCO'(Fu®177 KSI,Fym155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES AC2 a 2 ANCHORS TYPE'AC'AT EACH SIDE OF JAMB AND MULLION WITH 1-1 2 MIN. PENETRATION INTO WOOD BW2> 2 ANCHORS TYPE'BW'AT EACH SIDE OF JAMB AND MULLION / BC2 2 ANCHORS TYPE'BC'AT EACH SIDE OF JAMB AND MULLION THRU 1BY WOOD SUCKS INTO CONCRETE OR MASONRY CM2= 2 ANCHORS TYPE'CM'AT EACH SIDE OF JAMB AND MULLION WITH 1-1/2"MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) WITH 1-1/4°MIN. EMBED INTO MASONRY-(JAMBS)) A1P9= 3 AN TYPE'AW'AT EACH SIDE OF JAMB AND MULLION I TYPE 'BC'- g/le'DIA uLTRACON BY'ELCO' (Fu=177 KSI,Fy=195 KSI) AC3= 3 ANCHORS TYPE'AC'AT EACH SIDE OF JAMB AND MULLIONo BW3= 3 ANCHORS TYPE'BW' AT EACH SIDE OF JAMB AND MULLION DIRECTLY INTO CONCRETE OR MASONRY BC3= 3 ANCHORS TYPE'B'AT EACH SIDE OF JAMB AND MULLIONWITH 1-1/2" MIN. EMBED INTO CONCRETE(HEAD/SILL/JAMBS) CMS m 3 ANCHORS TYPE'CM'AT EACH SIDE OF JAMB AND MULLION WITH 1-1/4" MIN. EMBED INTO MASONRY(JAMBS) A84= 4 ANCHORS TYPE'AW- AT EACH SIDE OF JAMB AND MULLIONANCHOR EDGE OISFANCES AC4= 4 ANCHORS TYPE 'AC'AT EACH SIDE OF JAMB AND MUWON BW4- 4 ANCHORS TYPE'BW AT EACH SIDE OF JAMB AND MULLIONk NTO CONCRETE AND MASONRY = 2-1/2" MIN. CM4= 4 ANCHORS TYPE'CM'AT EACH SIDE OF JAMB AND MULLION Io — INTO WOOD STRUCTURE_1-1/2• MIN. — g TYPE'CM'— ,#14.SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. (Fy - 36 KSI MIN.) SEE SHEETS 9 & 10 FOR ANCHOR CAPACITIES. E^4�JAV AHYAD llppmved+uco®pfytoTlwN61Qr aS ALUMINUM : 1111"THK. MIN. (8083-T5 MIN.) cra 4FLA4, 0592 norms d � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N�Ipp�ANCHOR EDGE DISTANCES -' �l Dade ProdRd 6INTO METAL STRUCTURE1/2 MINS By drCONCRETE AT HEAD, SILL OR JAMBS Po soD PSI MN. ANCHORS W14-12 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. eFreet 8 of 19 • • ••• • • • • ••• ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF Ya EKT.(+)&IW.(-) EXL(+)&INT.(-) to ANCHORS TYPE'AW ANCHORS TYPE'AC' • • • AN T�'E •• ANCHORS TYPE'AC' NOMINAL DIMS. 5/8'MAX SHINS 1/4'MAX.SHINS 3/8"MAX SHIMS 1/4'MAX.SHIMS NO DDM* 03/8°14•X.SHMS 1 MAQJ RMS 9/8'MAY.SHIMS 1/4`MAX. simm a $ WIDTH(W) FRAME HH AW2 AM AW4 AIR AWS AW4 ACO ACS AC4 ACS ACS AC4 WIDTH( HEWWT AW AWS 4 AN A 41W4 ACR ACS AC4 AC2 ACS AC4 Q 30' 89.1 138.0 13&0 it&0 135.0 13&0 99.1 135.0 138.0 135.0 135.D 135.0 W. • 8&8► 1429 M35A Bti7• 1228 83.4 8&8 7029 138.0 109.8 135.0 135.0 . 36° 85.7 128.6 135.0 1022 13&0 135.0 85.7 12&8 135.0 1354 135.0 135.0 36' 58.7 88.0 117.3 69.9 104.8 139.8 58.7 88.0 117.3 93.8 135.0 1354 Q 111666 42° 76.4 114.7 135.0 91.1 135.0 135.0 76.4 114.7 135.0 122.1 135.0 135.0 42" 51.6 77.5 103.3 81.5 92.3 123.1 S7.6 77.5 103.3 825 123.8 135.0 aA 48' 88.7 104.5 135.0 83.0 124,5 135.0 89.7 104.5 135.0 111.3 135.0 135.0 48' •• • 6.4 89.7 929 3 110.7 46.4 69.7 82.9 74.2 1 11.3 135.0 GY 82' 96" 66.1 99.2 132.3 78.8 1182 135.0 66.1 99.2 132.3 105.7 135.0 135.0 52" 0 132'0 41.43.0 .5.5• ar.4 520 78.1 104.1 43.7 65.5 67.4 69.8 104.7 135.0 Qi d 54' 64.6 96.9 129.2 77.0 115.5 135.0 64.6 964 129.2 103,3 135.0 135.0 S4" j 4 .9 .6 N5 101.2 423 63.7 84.9 87.9 101.8 135.0 8 a 60' 60.8 91.2 121.6 724 108.7 135.0 60.8 91.2 121.6 97.2 135.0 135.0 60° • • .39,4 49.09 TB.7 4&0 7041 93.7 39.3 59.0 76.7 629 94.3 125.7 66° 57.9 86.9 115.8 69.0 1035 135.0 57.9 86.9 115.8 923 135,0 135.0 30° 06.2 97 130.5' .7 1A&8 155.8 65.2 97.9 1305 104.3 135.0 1354 a t1 72' 5&7 83.6 1115 66.4 90.8 1328 55.7 63.6 111.5 89.1 133.6 135.0 J8° 58.7 835 111.5 88.4 99.6 1325 55.7 83.6 111.5 89.1 133.8 135.0 q7 6 30' 92.2 135.0 135.0 109.9 13&0 135.0 92.2 135.0 135.0 135.0 13&0 135.0 42° 49.0 735 98.0 58.4 87.8 116.7 49.0 735 9&0 783 117.5 135.0 36' 7&6 119.4 138.0 94.9 135.0 135.0 79.6 119.4 135.0 127.2 1334 135.0 48° 444 66.0 88.0 52.4 78.8 104.8 44.0 66.0 8&0 70.3 10.5.5 135.0 42' 70.8 108.2 135.0 84.3 1265 135.0 705 106.2 135.0 113.1 135.0 135.0 S2' 138' 413 62.0 S27 493 73.9 98.5 413 620 827 66.1 99.1 1321 a 48' 64.3 96.5 128.6 76.8 114.9 135.0 64.3 98.5 128.6 102.8 135.0 135.0 54' 40.2 60.3 80.3 47.9 71.8 95.7 40.2 60.3 80.3 84.2 9&3 128.4 r� 52' 102' 80.9 91.4 121.8 72.8 1089 135.0 60.9 91.4 121.8 97.4 135.0 135.0 BO° 37.2 55.7 74.3 44.3 66.4 88.5 37.2 55.7 74.3 59.4 89.1 118.8 Q Be 59.4 89.2 118.9 70.8 106.2 135.0 59.4 89.2 118.9 95.0 135.0 135.0 30" 62.2 03.3 124.4 74.1 111.2 14&2 62.2 93.3 124.4 99.4 135.0 135.0 _ O 80' 65.7 83.8 111.5 66.4 99.6 132.8 55.7 83.6 111.5 89.1 133.6 135.0 36" 53.1 79.6 108.2 83.2 94.9 126.8 53.1 79.8 10&2 84.8 127.2 66' 529 7&3 105.7 63.0 94.5 126.0 52.9 79.3 105.7 845 126.7 1354 42" 48.6 88.9 93.2 55.5 83.3 111.1 46.6 69.9 93.2 745 111.7 135.0 y 72" 50.7 78.0 1013 50.4 805 120.7 50.7 78.0 101.3 81.0 121.6 1354 48" 41.8 82.7 83.6 49.8 74-7 89.8 41.8 827 83.8 885 100.2 133.8 30• 86.3 129.4 135.0 102.8 135.0 135.0 883 129.4 135.0 135.0 135.0 135.0 52• 144' 39.2 S8.9 7&S 48.7 70.1 93.5 39.2 589 785 62.7 94.1 125.4 38° 74.3 1115 135.0 885 1323 135.0 74.3 1115 135.0 11&8 135.0 iJSA 84° 38.1 57.2 7&2 45.4 8&1 90.8 3&1 57.2 76.2 60.8 91.4 121.8 Q 42' 6&9 985 1315 785 1174 135.0 65.9 965 131.8 105.3 135A 135.0 60' 35.2 b2.8 70.4 41.9 629 83.9 35.2 52.8 70.4 58.3 84.4 112.5 Y 48' 59.7 89.8 119.4 71.1 106.7 135.0 89.7 89.6 119.4 95.4 InO 135.0 Lf) LL 52• 508" 565 84.7 112.9 873 100.9 1345 56.5 84.7 112.9 90.2 135.0 135.0 4 0.M 54" 55.0 828 110.1 88.8 9&4 131.2 55.0 828 110.1 88.0 1320 13&0 r 89' 51.4 77.2 102.9 61.3 91.9 122.6 SiA 77.2 102.9 822 1233 135.0 68' 48.6 73.0 973 57.9 889 118.8 48.6 73.0 97.3 77.7 118.8 136.0 Zr 72• 46.4 69.7 92.9 55.3 834 110.7 45.4 69.7 929 74.2 111.3 13&0 -------- ---- --- a 1A 30' 81.1 121.6 135.0 985 13.8.0 135.0 81.1 121.6 135.0 1295 135A 135.0 ---^^--- -- -=-"- 11.31 36' 88.7 1045 135.0 834 1245 135.0 69.7 104.5 135.0 111.3 135.0 135.0 w . 42' 61.6 92.5 1 123.3 73.4 110.2 135.0 61.6 92.8 123.3 98.5 135.0 135.0 48" 55.7 83.8 1111.5 66.4 99.6 1328 55.7 83.6 111.5 89.1 133.8 135.0 52° 114' 52.6 78.9 105.2 827 94.0 129.4 82.6 789 105.2 84.1 126.1 135.0 i 54' 51.2 76.9 1025 61.1 91.6 122.1 51.2 76.9 1025 81.9 1229 135.0 60' 47.8 71.7 953 56.9 85.4 1135 47.8 71.7 955 1 76.3 1145 135,0 88' 45.0 67.6 90.1 1 53.7 80.5 107.3 484 875 90,1 72.0 108.0 135.0 c 72' 429 643 85.7 51.1 76.6 1022 429 643 85.7 68.5 102.8 135.0 W1 W2 W3 30' 78.4 114.7 135.0 91.1 135.0 135.0 78.4 114.7 135.0 122.1 M.O. 1354 INTERMEDIATE 38' 8&6 98.4 131.1 78.1 117.2 135.0 85.8 9&4 131.5 104.8 135.0 135.0 W{DTH (W) a W1 HORRdJTALS 42" 57.9 8&9 1165 69.0 103.5 135.0 57.9 88.9 115.8 92.5 135.0 135.0 AT FRAME JAMB OPDONAL 48° 523 78.4 1045 62.3 93.4 124.5 523 7&4 1045 83.5 125.3 135.0 ALL FIXED UTES W2 +W3 bi 52• 120' 49.3 73.9 9&6 58.7 88.0 117.4 49.3 739 985 78.7 118.1 13&0 �m (W) � 2 0 AT FRAME MUWON 84' 47.9 71.9 959 57.1 85.7 114.2 47.9 71.9 85.8 78.6 114.0 1384 80• 44.8 6&8 89.2 83.1 79.7 1002 44.6 68.8 89.2 71.3 108.9 135.0 C 88' 41,9 82.8 839 50.0 74.9 999 41.9 82.9 83.9 87.0 100.8 134.0 72' 39.8 59.7 79.8 47.4 71.1 94.9 39.8 80.7 79.6 63.8 95.4 1273 + 30• 723 108.5 135.0 86.1 129.2 135.0 723 1085 MO 1155 1354 135.0 SEE SHEET 8 FOR ANCHOR TYPES. 4EnWor.-J-AVVAODSIAD36' 61.9 929 123.9 73.8 110.7 135.0 61.8 92.9 123.9 994 135.0 135.0 Florida 4Y 54,6 81.9 109.2 65.0 97.8 130.1 54.6 51.9 109.2 87.2 130.9 135.0f>s<e 48' 49.2 73.8 08.4 58.8 67.9 117.2 48.2 73.8 9&4 7&8 117.9 135.0 Dade5Y 128' 46.3 89.5 925 55.2 827 110.3 4&3 69.5 92.8 74.0 111.0 135.0 54° 454 67.6 90.1 53.7 60.5 107.3 45.0 87.8 90.1 720 108.0 mo drawing no. 60• at.8 627 BJ.s a9.6 7a.7 99.6 a1.6627eJ.668e 100.2 tJs.s (�qW14-12 66" 39.2 584 785 48.7 70.1 935 392 58.8 785 627 94.0 125.4 ANCHORS2094 ahBet 9 Of�9 . . ... . . . ... .. .. . . . .. .. . ANCHOR LOAD CAPACTfY - PSF ANCHOR TOAD CAPACITY - PSV EXT.(+)&INT.(-) •.• • • • 1D1.k*)&INT.(-) ANCHORS TYPE'BW ANCHORS TYPE'BC' ANCHORS TYPB'CM' • 19I ANCHORS TYPB'BC' ANCHORS'PITS'CM' NOMINAL DOM. 3/8'MAIL SHIMS 3/8'SHIMS 1/4'SORBS 3/8'MAIL SHIMS 1/4"SBO( •NOMINAL DINE. SAO"MAX.SIUMS • 8'SHIMS 1/4"SHIMS 3/6'MAL SHIMS 1/4' SHIMS ; W10TH(W) FRAME HEIGHT RW2 BW3 BW4 BC2 DO RC2 CM2 CM3 CM4 CM2 • (W) BW 4 C2 BW BCS: CM2 CM3 CM4 CM2 Q 30° 135.0 135.0 135.0 135.0 135.0 135.0 11&0 135.0 135.0 135.0 3C 110.9 138.0 138.0 128.7 138.0 135.0 81.7 122.8 135.0 135.0 36' 13&0 135.0 135.0 135.0 135.0 135.0 102.2 135.0 135.0 135.0 36" 94.9 135.0 135.0 10&4 135.0 138.0 89.9 104.8 138.0 136.0 y 42' 123.8 135.0 135.0 135.0 135.0 135.0 91.1 135.0 135.0 135.0 42' 83.8 125.3 135.0 95A 138.0 129.0 61.5 82.3 123.1 123.6 46' 112.7 135.0 135.0 12B.7 135.0 135.0 B3.0 1245 135.0 135.0 ••48" 0 0 .0 85.8 12&7 118.0 55.3 834 110.7 111.1 52" 96" 107.0 135.0 135.0 122.2 1354 135.0 782. 11&2 138.0 13&0 •52"•. 032'. 7001 11 .0 13*0 80.7 121.0 109.1 520 7&1 104.1 104.5 54' 104.5 135.0 1354 119.3 13&0 135.0 77.0 115.5 135.0 13&0 14' 03.0 138. 78.4 117.0 108.1 50.8 78.8 701.2 101.8 60° 8&3 135.0 1354 1123 135.0 135.0 72.4 108.7 135.0 138.0 • 60'. • 6301 am* 111IR2 72.7 109.0 98.3 46.9 70.3 93.7 94.1 66" 83.6 135.0 1354 108.8 135.0 135.0 69.0 1035 135.0 13&0 30' 105.5 135.0 1354 1205 135.0 13&0 77.7 116.0 135.0 13&0 6 Q 72' 90.1 135.0 135.0 102.9 135.0 135.0 66.4 89.6 132.8 133.3 36' 90.1 138.0 135.0 1029 135.0 135.0 65.4 98.8 132.8 133.3 30' 135.0 135.0 135.0 135.0 135.0 135.0 109.9 138.0 t35.0 138.0 42" 79.2 11&9 135.0 90.5 135.0 1224 56.4 87.8 118.7P�72 �. 38' 128.8 135.0 t35.0 135.0 135.0 135.0 94.9 135.0 135.0 135.0 48° 71.2 106.7 135.0 81.3 121.9 109.9 52.4 78.6 104.842" 114.5 133.0 135.0 130.7 135.0 135.0 84.3 128.5 138.0 135.0 52' 138' 8&9 100.3 133.7 78.4 114.9 lOS.3 49.3 73.9 98.848' 104.0 135.0 135.0 118.8 135.0 135.0 76.6 1144 135.0 135.0 54" 65.0 87.4 129.9 74.2 111.3 100.3 47.8 71.8 85.752" 102' 98.8 138.0 135.0 1125 135.0 135.0 72.6 1084 135.0 135.0 60° 00.1 SO.1 120.2 68.6 102.9 025 44.3 6&4 88.554" 96.1 135.0 135.0 109.8 135.0 135.0 70.8 108.2 135.0 135.0 30" 100.6 135.0 135.0 114.9 138.0 135.0 74.1 111.2 138.090.1 135.0 135.0 102.9 135.0 135.0 66.4 99.6 132.6 133.3 36" 88.8 128.8 135.0 98.0 135.0 132.8 63.2 945 126.588.5 128.3 135.0 97.6 135.0 1320 83.0 94.5 126.0 1265 42' 78.4 113.1 138.0 88.1 129.1 118.4 55.8 &7.3 111.1 72' 814 1229 138.0 93.6 13&0 126.5 60.4 90.5 120.7 121.4 48" 87.8 101.4 135.0 77.2 115.8 104.4 49.8 74.7 99.8 100.0 30" 13&0 138.0 135.0 136.0 135.0 135.0 102A 135.0 135.0 133.0 52' t44' 83.5 85.2 12&9 72.5 10&7 98.0 48.7 70.1 935 93.9 N 38' 120.2 135.0 135.0 135.0 135.0 138.0 865 132.8 135.0 135.0 84' 61.8 92.4 123.3 70.4 105.6 95.2 45.4 66.1 909 81.2 7' 42' 10&6 135.0 135.0 121.7 135.0 135.0 785 117.8 13&C 135.0 80' 58.9 65.4 113.9 85.0 97.5 97.9 414 82b Ina 84.2 z� 46' 96.8 13&0 135.0 110.3 135.0 135.0 71.1 108.7 135.0 135.0 N 52' 108" 913 135.0 13&0 104.3 138.0 135.0 67.3 100.9 134.5 135.0 D_ 54' 69.0 733.6 135.0 101.7 1350 135.0 68.6 98.4 131.2 131.7 60° 93.2 124.8 135.0 98.0 135.0 128.5 61.3 91.9 1228 123.1 �_ / 8 88' 7&7 118.0 135.0 89.8 134.7 121.3 879 88.9 11&9 116.4 E 72' 78.1 1127 138.0 859 12&7 158.0 58.3 634 11&7 111.1 30' 131.1 138.0 13&0 135.0 135.0 135.0 98.8 13&0 138.0 135.0 t0 38' 1127 135.0 13&0 128.7 135.0 135.0 83.0 124.5 135.0 135.0 = .�- 42° 99.7 135.0 13&0 113.8 135.0 135.0 73.4 110.2 135.0 135.0 C� 48' 90.1 535.0 135.0 1029 135.0 135.0 66.4 98.8 132.8 133.3 i 52' 174' 85.1 127.6 135.0 97.2 135.0 131.4 82.7 94.0 125.4 125.9 54' 829 124.3 135.0 94.7 135.0 12&0 81.1 91.6 122.1 122.6 80' 773 11&9 135.0 13.2 132.3 119.3 56.9 85.4 113.8 114.3 68' 728 109.3 138.0 83.2 124.8 1125 53.7 Bob 107.3 107.7 e 72' 693 104.0 135.0 79.2 11&8 107.1 51.1 76.6 1022 1026 W1 W2 W3 30' 123.6 135.0 .135.0 138.0 138.0 133.0 91.1 135.0 138.0 13&0 INTERMEDIATE m 36' 108.0 135.0 135.0 121.1 135.0 135.0 7&1 1173 1354 138.0 WITH (W) o: W1 HORIZONTALS 42' 93.8 135.0 135.0 1069 I= 135.0 694 1035 135.0 13&0 AT FRAME JAMB OPTIONAL 48' 843 128.6 1380 9&5 135.0 130.5 623 93.4 124.5 125.0 ALL FIXED LHES W2 2 W3 32' 120' 79.7 179.5 195.0 91.0 135.0 123.0 88.7 88.0 117.4 717.6 Wlom (YP) - Z 54' 775 11&3 135.0 88.8 132.8 119.7 57.1 85.7 1142 114.7 AT FRAME MULLION yy 60' 72.1 108.2 138.0 823 123.8 111.4 53.1 79.7 106.2 106.7 C°e 68" 87.8 101.7 139.0 77.4 738.0 104.7 50.0 74.9 99.9 100.3 O 72° 84.4 88.6 12&B 735 138.0 99.4 47.4 71.1 94.9 95.2 30" 1169 135.0 t35.0 1335 13&0 135.0 66.1 129.2 135.0 135.0 SEE SHEET 8 FOR ANCHOR TYPES. Engn JAYAO AHMAD Lplwavw as com y4th Iw av CNL 36' 10&1 135.0 135.0 114.4 138.0 135.0 73.8 1 110.7 1135.0 135.0 FU. 7fl582 F1orw R C A i 42' 883 132.4 135.0 100.8 135.0 138.0 85.0 97.8 130.1 130.6 C.A.M Ad 4 48" 795 1193 135.0 909 135.0 1229 56.6 679 117.2 117.6 mt a Prod 52' 126" 74.9 1123 135.0 855 128.3 115.6 85.2 82.7 110.3 110.8 54° 72.8 109.3 138.0 83.2 1249 112.5 53.7 805 107.3 107.7 � ,dsrtOwfng no. 60' 87.6 101.4 135.0 77.2 115.6 104.4 499 74.7100.0 7Y 1 4-1 2 6H' 63.4 95.2 126.9 72.4 108.7 98.0 46.7 70.1 935 939 ANCHORS j(ip� Q 2004 sheet 10 of 19 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY CLUSTER OF 6 ANCHORS DOOR MUMN ANCHORS LOAD CAPACITY-PSP AT MULL�y�EAD/SICU. . • RA NOMINAL DIMS. NOMINAL DIMS. W/0 RRINP. NOMINAL DIMS. WITR REINP, CW11bT�P.DR CAPIJLI}I£� N dflOHOR 74PRB dl'NHOR T1'PT8 AAC®R M1'YPPe BIDIH QY) FRAN£HL%01T -4+)&-A-) WMH(8) FRWE HUGHT EXr.(+)8 Brt(-) • • •• N��N��TT..��AAS�EPA DOORS 'Ar'9 Yl' '61" WAW j • • • • • • • • $--•""PARATE NOA M0111 M FRN¢HEPGHT Ocf. r ot[(+) d 3Q- 90.0 30" 90.0 . . . . • • • WT. - 9tf.<-) 38' 80.0 36' 90A _}�""�=.-� • • • -• • •-- _ �' 90.0 90.0 80.0 42' 84' 90.0 42' S4' 00.0 --- • _ r V 1 38' 90.0 90.0 90.0 48• 90.0 48• 90.0 /1 6 42' $0.8 90.0 90.0 / p / p p \ 46° �- 88.8 90.0 80A � U 54' 90.0 Be SOA ° / 0 18 /. q \ 84' 76.e 90.0 90.0 0. 80' 90.0 80' 90.0 {t4 / • i • •• • /• 9 I \ 60• 71.7 68.4 90.0 C• '� 30• 90.0Jo' 90.0 1;y / . • • • •.SBI 1 g i J0- 90.0 80.0 no a d 36' 80.0 38' 90.0 YY•• 0 •� • � • • • Pu7 i p'0�j Be no 904 90.0 $ n 42' 96' 90.0 42" or 90O •i. : 4tw • • •• j 42• 9e" 89.6 80.0 90.0 {y 48• 48° 90.0 49• 78.4 no 90.0 i2 S4" 77.5 Be 90.0 \\ P \\ p 1. 6IL7 6 80' 827 784 7 90.0 60' 68.8 80- 90.0 \ B P b 30" 90.0 30• 90.0 _ 1 30' BOA 90.0 90.0 .# �'-"'�1 3e' 90.o Bao 90.0 all 36' 80.0 38' 90.0 "lTl �!"`--_"---_ 42' 86.0 80.0 no y3 �14..� 977/4' a el 42' 87-3/4• 80.0 42' 102" 80.0 dl}I., I 48' 77.0 80.0 80.0 48' B3.1 48' 90A � W7 rg W1 W2 84' 88.4 814 904 54' 73.9 64' 90.0 WI + W2 Wl WZ 80 61.8 73.4 804 .7 OO 68' 889 60' 80.0 YRDTH no 911.0 90.0 2 2+4 W 904 no 900 C M 30" 90.0 42' 843 8a0 90.0 42' 108' 80 0 90.0 49' 102 73.8 97.9 BOA 48' 80.0 86' BBA 76.1 90.0 64' 90.0 CLUSTER OF 6 ANCHORS ALDORA 3' 99.0 703 90.0 AT MULLION HEAD IL. ENTRANCE DOORS JO" 80.0 90.0 90A Y3 80' 820 /S SEE SEPARATE NOA JB• BOA 90A 80.0 N 0. SEE CHART FOR CAPACITIES �• 90.0 42• 79.0 80.0 Bao dq 38• 90.0 48" 108• 69.7 83.0 90.0 MM g 42• 114" 90.0 fib= ==A} Be 618 739 90.0 �y 49' 90.0 if 80' 86.7 66.4 90.0 1 30' 90A 904 90.0 g 84" 819 IB _-_-----1 36' 83.8 90.0 90.0 a p 60- 73.8 --- -'T p G7 30' 90.0 /p 4X' 71.7 98.4 90.0 9 46• 1X0` 827 74.7 90A 36° 90.0 0 / T Be 89.7 80.4 004 42- 120' 90.0 9 // p �' 80.2 098 81.1 48' 83.0 d/ �• 739 18 18 e InaLl f0 18 1 \ 1 B t0 u W2 W7 DOOR MULLION DOOR MULLION W1 +W2 ]((0 MNP. IfftM ABDIF. STH 2 �o I% Oi"4 9Y 01"JI I% 81"4 I S% RI"3 6.063 2.896 AI3UMIRUM 6.02. 63 895 a L 8.705 1 1.268 TOTAL 12.858 Engr.JAVAO AHY,NI 4PProred a4 e0mWa4 wide the I+AIW+k ert X 2.112.858 fAVIL 70692 FDS e 1 Od S 1 CA 6 �' drawing no. DOOR NUCLEON 1 U 214 W14-12 Sheet 11 of 19 . . •• •• . . ... . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DOOR MULLION LOAD CAPACITY-PB➢ DOOR MULdON ANCHORS LOAD CAPACITY-PSP �� R NOMINAL D1M8 DTD alm FBWE Immo=R 1mmR VM MU WMI1 Oft) flO.(+ CLUSTER OF 8 ANCHORS • ••• • • • •• ytp,Ipg 4YP28 tRCs6B 4YPD3 1NCH8S T(PE9 DS148 mm om RIM INT.(- AT MULLION HEAD • • •• • • • • •NOMDiA.1�f8. • 'AHP a'At w b5'B'BN SEE CHART FOR CAPACITIES nu2A aRr i1Dm awx n) n exL + exc +) W. +) <_ 30 80.0 • • • Nd88 D1OD8 . DR. - R1L ) IM. ) 36 00.0 • • • 81.0 108.4 1358 72 Z 42 80.0 • • ••• • ••• Q ALDORA 38 85.7 10138. 48 90.0 42 81.1 98.8.6 131.11 84 ENTRANCE DOORS 72 80.0 SEE SEPARATE NOA 4e 78.9 91.8 124.3 108 84 80 �'0 -- •• • • • be 4 •• 0 •64 73,1 87.1 118.2 Q 30 90.0 ��aL-==___ ====dj • • • • • • • 90 89.7 830 1124 n ,� J8 �.0 ��- -' • ••• •10� i F • • • • • • r3O 81.8 97.2 1318 94 42 B0.0 16 • • • • • • 773 92.1 1254 48 BOA ----_--�t,=------ •• • • • • •84 • 73.5 97.8 118.8 54 BCA /a 0\ 708 83.4 113.3 a 80 889 1i ! a 1 a \ 66.0 78.7 108.2 vg 30. 808 8 / a 9 \ 648 70.2 1038 38 MA + ! a i 1 \ 84.7 1009 135.0 72 42 639 �1/ 8 1 a \ 78.8 948 1288 48 788 8 1 a 42 75.1 889 1219 st 72 74.7 �1�1tlg ,Q? 45 71.1 849 119.1 rl BO 718 Y� y4 54 879 W9 109.3 120 84 30 859 P \\ d 7 !! ( 8o 648 76.6 1048 r42 B gg-O. 0 \ Q ! 120 98 30 788 BOB 1229 84 \ I� �/ 138 71.9 587 115.3� 10""""T"'""� 42 88.2 613 110.4y184 648 77.4 105.04o es9 s4 618 :ae 190.1 y mBOA w2 wl so 1 .2 709 95.7 d 38 94042 3 •t 72 2'0 CLUSTER OF S ANCHORS o d 48 90.0 AT MULLION SILL � 54 ppp SEE CHART FOR CAPACITIES 0.ON 108 98 30 908 e 36 90.0 84 42 90.048 90.0 54 908 s0 908 a 30 90.0 38 90.0 72 42 80.4 48 B4.0 64 7B3 120 95 60 78.1 30 BOA O� 36 88.9 CC 84 42 819 g 48 773 54 733 80 6B.s O• 8 18 8 10 O 4 4 HFLA PEM 7p592 'IPProvtda ph4p8tYGL Ate iv y 8 'w4 IL 838 1 4Aft "'IcALUM NUMWEML12.!a ''Z0BDOOR MUH ON2094 W14-12 a ALUM+s so.2 22 host 11.10ry 9 . . ... . . . ... .. .. . . . .. .. . . . . • • . . ... . . . . ... r, TYPICAL ANCHORSSEE ELEV. �v TYPICAL ANCHORS WO OD euGKs Nc • • • •• x 1 SEE ELEVATIONS . • • • • •• 3 FOR SPACING 'a; - • • • • • • Ve Z / '..a�' ..:.� � • 1 O O~ ) ���•••J333sssj ` �•/���•\ • �� � 1 & O •• �f • .�1i J � N �� h i � i i i 1 TYPICAL ANCHORS Q9 y) Ja 1 1 I I ISEE FLING a z Ip1 E p FOR SPACING 4Y l{el�i 1- I i 1 1 I 1 1 O i i i i i � agQ i 2A 1 i i i• i i i vo°�� � I II I I I I I V I I I 1 1 I 3 0 11 I 1 I ii 2 I II o � 5 © I T n O 1 7 r�i y Enyr.MA-0 0. 4PPru++d w complilagwm tw � 30 FLA.PE B 70592 r� n 4- 1C 5539 NPA# M1 ml 0 tYPICAL ANCHORS• 1 `' / �" W14-12 drawing no. 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FRAME WIDTH FOR SPACING g MAX.GAPS FOR UNANCHORED JAMBS NOTE v i e MULLION M1,MS NU MB M2,M4 MAX,MOVEMENT CONSIDERED-100%STRETCH. EdErJAYAO AH IOved WtORpg'10$w��° & 1TAX FRAME JAMBBJt,J2,J3 JAMB J2,J4 PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION CMpL• APPad HEIGHT MIN. MAX MN. MAX MANUAL FOR COMPATABILITY OF BMW TO SUBSTRATE&WINOOWALL FlR PL 7 70 82 Date 84" 1J4` 1" 1/4' 1" MATERIAL/fIPIISH AND COMPLIANCE FOR WARRANTY. a REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. M ®iDmb ad 88" 1/4" 1" 1/4' 1" ALTERNATE SEAMS AT JAMB GAPS CAN BE DESIGNED BY 108" 1/4" 1" 3/8' 1" ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LNES. dFOwinq 110. 120" 1/4' 1" 3/8' 1" GAPS LESS THAN 1/4'MAY BE DESIGNED BY ENGINEER OF RECORD BY 132" - - 3/g" 1• THE USE OF BOND BREAKER TAPE OR 152 OF CAP ALLOWED MOVEMENT. A .201,7 W14-12 144• 3/8' 1• REFER TO SH ETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH i, 1 ahOel'I3 Of�9 REINFORCED&UNREINFORCED FRAMES. . . .••••• . .• • .. .. . .. . ••. • . . . . . . • . . . . ... • . . . ... TYPICAL .. ' eA.. • A FO • oS • KTPICAL ANCHORS • ••• ��u SEE llw000 CNc '• ••• •Sc R SAC'N • • • d Q •� NY, 1 �O � Z • • • •• y ° $g 1 1 I i I QQ I I I 11 TYPICAL ANCHORS SEE ELEV. it i i j FOR SPACING J 1 � I I —I rn g 10 Op� a I I I I I J c c; oc I I I I I I I I 11� 11 1 I I 1 1 1 11 0 , tea co AHMAD M g I 9 n e CML 70M 61er B sippowed d att tta kL 7CS92 �eMMn.RadeCAL ANCHORSBY• drawing no.FGSPut o TYPicAL A E HORS ELEV. W 14-12FOR SSPAC NG STR MRES d 2014 sheet�4 of 19 . . ... . . . ... .. .• . . . .. .. • . . . . . . . . . . . . ... . . . . ... ANCHORED JAMBS ANCHORED JAMBS 3/8"MAX.SHIM • ••• • • • 3/8"WARX.SHIM `!� UNANCHORED JAMBS © ® • • • • • • • U j)RED JAMBS MIN.& MAX. 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MAX, MIN, MAX, MANUAL FOR COMPATABIUTY OF SEkANT TO SUBSTRATE&WINDOWALL �17M2 pate B me 84' 1/4' 1° 1/4' 1• MATERIAL/FINISH AND COMPLIANCE FOR WAttRAN1Y. NAAN REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. MI Dada t@) t 98" 1/4• 1" 1/4' 1' ALTERNATE SEALANTS A7 JAMB CAPS CAN BE DESIGNED BY $ 108' 1/4' 1" 3/8" L° ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. Dy 120` 1/4' 1" 3/8• 1" GAPS LESS THAN 1/4°MAY BE DESIGNED BY ENGINEER OF RECORD BY drow(ng n0. 132' - - 3/8' 1• THE USE OF BOND BREAKER TAPE OR 15X OF GAP ALLOWED MOVEMENT. JUN, 2014 W14-12 144" - - 3/8' 1• REFER TO SHEETS 4 TRW 7 FOR SELECnON OF MUWON/JAMB WITH 6AI sheat�$of�9 REINFORCED&UNMNFORCED FRAMES. .. .. . . . .• .. . • . . . • • . • • • ••• • • • • ••• a • • • • • • • • e• SEE SEPARATE NOA FOR DESIGN LOAD ••• • • • • • • • CAPACITY OF DOORS AND DOOR ANCHORS. Z • ••• • ••• • Okk LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS ISS WILL APPLY TO ENTIRE SYSTEM. v •• :0 : • •• • •• •• •e •• • •0 000 so 8 n 1B O 3 t6 F 2 B 2 --MIAMI-DADS COUNTY APPROYEO -MLAfA-OADE COUNTY AP IOVEO u' T, LARGE MISSILE IMPACT R�SISTANT TRANSOM LARGE MISSILE IMPACT R�ISTANT TRANSOM I I I I el 1 Q I� I II I I _ r�S 3 L'---..__-----� �-------____'..I 1 ---___----- 7 l it ---=j 4 qg d I cm g N � 4 iii�ddd 1/4-20 X 2-1/4"HH BOLT 1/4-20 X 2-1/a•HH BOLT W/NUT&WASHER © W/NUT&WASHER © O �f AT MID SPAN 8 AT MID SPANA B �} Q O 0 Lo B 18 I 1B I 2 1 i-----------------------j 10 �-----------------------i O \A, Mul-DADE COUNTY APPROVED i 2 I MIAMI-DARE COUNTY APPROVED i LARGE MISSILE IMPACT RESISTANT DOOR IARCf M1550.E IMPACT RISISTANT DODR � I I 1 C - - - -- - I I - - - - - - ---I - - - -_- I �===i - - -- - - i ===i .. .. .. ;. I IF vvaq .. .. .^. 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IAVAD AHMAD ApptOrcdeCompfyla4wltJaiCe ,1NL m , RA.I µ 70582 C if n Foy. •Proda.ddrawing no. � W14 12 �� -heat 18 of 19 • • ••• • • • • ••• 070 3.712 � 3.712 0 3.712 • •• 3.712 2,596- .933 .598 �i55 • •• • •• • Spp • • .933 .082 •750 Z .187 ,2g0 1.500 3.000 .187 .250 ,lB7 :X250 1' • X250• •f87 .250 -f 9 2.250 2.290 • 1 .090 .090 I •090 •� 2.300 t 4.500 4.500 • • 4�••• i • i•• ••• 4'500 O GLASS STOP $ a� �-\ • ... • . . . .. a O7 7A 0 • • &E •• • 1 • HEAD/SILL/JAMB/INTERMEDIATE & MULLION INTERMEDIATE HORIZ. & MULLION TYPE 2 HEAD/SILLS/4NTLIRM DIIATEEC& MU"Ill HEAD/SILL/JAMB/INTERMEDIATE & MULLION 3 .833 .082 .750 dy! 3.894 3.897 •750 •090 -f I i .577 .090 1. 3.110 �541 .125 .637 3.000 .187 1•S00 O _31 GLASS STOP t soo - coo m O PLAIN SNAP 11 POUR AND DEBRIDGE PLAIN SNAP --4500- -.090 � O .187 .090 to j .381 .381 13 INTERMEDIATE HORIZONTAL y, a 3.841 a.50o a o .187 .1$7 t750 3.233 •090 4.099 3.233 ,ppp 4.019 3. 99 •947 •570 .820 N 4.000 .125 2.250 8 -1.750 .8331 O SHEAR BLOCK 12 � to O HEAD/JAMB/SILL U FIN SNAP O FIN SNAP TYPE 2 POUR & DEBRIDGE FIN SNAP 1.75° .250 a2s ° 3.712 4.499 I •o .975 -�{ .897 .375 .7$0� .500 I to DOOR FRAME JAMB tsa 197 l .125 Engr..MYAD AHMAD i a CNN. +tppmed as tom tq w181 kw 3.878 3.438 4.000 4.000 4.000 tN 70882 lorldaQ. L LJ Ln 9r drawing no. 24B 8 47 8 38 9 2019 201/1 W14- DOOR REINF. CHANNEL DOOR REINF, CHANNEL JAMB REINF. CHANNEL JAMB/MULLION REINF. BAR MULLION REINF. BAR 1 J 6�jsheet�7of� . . ... . . • ... .•• . ITEM¢ PART# RXQ'D DESCRIPTION MATERIAL MANF./SUPPLIn/REMFARKS 1 SMI-311 AS REO'0 HEW.INTERM..SILL,JAMB AND MULLION-HEAVY. 06063" - • Le� 2 SLK-312 AS REO'D GLASS STOP T� -, • • . • •• 2A SMI-314 AS REWD GLASS STOP(LARGER) (463•YB - • O 3 SMI-313 AS REO'D FIN SNAP • 63 6 - 000 • ••• • z4, 4 SMI-O94 AS REO'D PLAIN SNAP 6063-T8 S SMI-004 AS REVD PLAIN SNAP 6083-T8 - u 7 SMI-318 AS REO'D HEAD.INTERM.,SRL,,IAMB&MULLION-HEAVY 8063-76 - • 7A SMI-321 AS REWD INTERMEDIATE HORIZONTAL&MULLION-TYPE 2 i1pe3-T8• -. • • • • • • 8 SMI-317 AS REO'D FIN SNAP 606'-TB - • O h BA SMI-322 AS REWD FIN SNAP TYPE 2 606346 • -• • • • • • • (� 6 SMI-3117 AS REO'D POUR&MMOGE HEAD,INTERM..50.1,JAMS&MULLION-HEAVY. -TB - Q� 10 SMt-313T AS Rlb'0 POUR&DEBNOGE FIN SNAP 8063-TB f 1 SMI-0847 AS REO'D POUR&DEERIOGE FRAM SNAP 8063-T6 - OD 12 SMI-318 AS REO'D HEAD,JAMB&SILL 6083-T6 K SMI-316 AS REO'D INTERMEDIATE HORIZONTAL 6083-Ts - ��$SMI-005 AS REWD DOOR FRAME JAMB �3-T6 - 5S SMI-320 AS REO'D SHEAR BLOCK(1'I.G.) 6063-TB -7/6'%3 7/8°X7 8' AS REO'D REINFORCING CHANNEL 3 16-n K. STEEL - 1/2'x3 7/16°%1/2' As REO'D REINFORCING CHANNEL 1/8'IHK. STEEL -SMI-001 AS REO'D CASKET(AT INTERIOR) EPDM TREMCOw SMI-013 AS REWO SPACER/RETAINER OUTER GASKET SANTOPRENE MELTPOINT PLASTICS IN ERNAMONAL.. j 27 SMI-017 AS REO'D SINGLE FACE FOAM TAPE(3/8'X 1/47 VINYL FOAM FRANK LOWE Vt 30 SMI-G12 AS REO'D DOUBLE FACE FOAM TAPE(3/16'X 1/2) VINYL FOAM FRANK LOWE 32 SNU-SB04 2 PER GL SErnNG 13LOCKS(3/8"X 1 1/4'X 4'IA.) EPDM TREMCO,DUROMETER 80*5 SHORE A Z 34 SMI-5807 2 PER OL SETTING BLOCKS(1/4'X 1 1/4'X 4'LA.) EPOM TREMOO,OUROMETER 80-+5 SHORE A JS 31e 4' 1 AS REQ'D I REINFORCING BAR STEEL — D_o a� M 36 3/4"X 4" AS REO'0 REINFORCING BAH STEEL ? M 46 #12 X 1 1/2' 4/CORNER I FRAME ASSEMBLY SCREWS ST.STEEL HEX.WM MACHINE SCREW 5E 47 11/16"X 4'X 11/16*1 AS REO'D K.JAMB REINFORCING CHANNEL 3 16-DSTEEL s 0 0m a t. JACCMI: Apph-d ascamptylage1161Lr N L g$ FIA PE @ 70582 Florida e M T 'CAN..I Ma Dela NOAD NII.1 Dade Pro& t BY. drawing no. 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