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REV-16-2194 Miami Shores Village wry� G 4 4 20% Building Department " 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY. SP O 0,05).Z6 4949 FBC 20 lu BUILDING Maste Permit N � 1 PERMIT APPLICATION Sub Permit No.- V I G--2J 9 UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 333 HE 92 nrhrew,+ City: Miami Shores County: Miami Dade Zip: 331x'8 Folio/Parcel#: 11.3201.,'O R•1 '10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: t4e q2 _CAY;01e c City: M►aryr% Slnor!�S State: FAL Zip:3d)a2 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C ray-%%. k nc. Phone#:2no6•(085►OLML Address: 14040 NW L. Court City: N. Kar+ , State: FL Zip: 39ll;&'$ Qualifier Name: Of l-Mr-taO '�la�C S•IAS Phone#: State Certification t Registration'#�I: GSG IZS1 10664 Certificate of Competency#: .A DESIGNE rchitect/E ^ ineer: �" 'AYW- A'4filN(PG IF 1.,(-- Phone#: Address: City: State:rL Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 9�l S (�f7 'U � OIJ,A-,, Vk U u1 aVJ Specify color of color th'ru tile: Submittal Fee$ 'Permit Fee$ U0 CCF$ CO/CC$ Scanning Fee$ 1 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews Bond$ TOTAL FEE NOW DUE$ n •� (Revised02/24/2014) l 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 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 a r nspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ICI day of 'ILL61 20 11e by 11q_day of 20 Ito by O h "kl who is personally known to OY 6 0 ia►S who i rsonally kno to me or who has produced IDL or, as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: - / Print: a Print: Z Seal- P,:Pi/ Suyapa T. asgUtZ Seal: SM0 T,.VXQIW i* & �_ Commission # FF942611 Commission i FF942611 ires:December Expires:Decem 9, Bonded thru Aar n Notz19 %a BBonded thru Aaron Notary19 APPROVED BY Plans Examiner Zoning 1A /1Y/ Structural Review Clerk (Revised02/24/2014) P MIAMI- E MIAMI-DADE COUNTY R . UG 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.minmidnde.gov/economy PGT Industries,Inc. 1070 Technology Drive •••• . . .... ...... North Venice,FL 34275 SCOPE: ...... .. . ...... This NOA is being issued under the applicable rules and regulations governing tha ergo of construction materials. The documentation submitted has been reviewed and accepted by Miarpt-Ek9p County KR - • Product Control Section to be used in Miami Dade County and other areas where alibVeti by the M tfirority ••;••• ...... ... ..... Having Jurisdiction(AHJ). .• This NOA shall not be valid after the expiration date stated below.The Miami-Dadellou ty ProdUrControl ••••;• Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade do*Ntyj reserve the right ••• • to have this product or material tested for duality assurance purposes. If this pro3uct gr materreiai�iis to • perform in the accepted manner, the manufacturer will incur the expense of such t84tiq and the AIVI may •••• immediately revoke, modify, or suspend the use of such product or material within their jurisdict'ipp? gER 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"SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT:Drawing No.PGT0130,titled"Series 770 Alum. SGD-LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, 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 tenninate 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#14-0128.11 and consists of this page and evidence pages E-1 and E-2,as well as approval document mentioned above.. The submitted documentation was reviewed b Manue re , E. NOA No. 15-1013.15 MIAMI-DADECQl1NTY / Expiratiou Date: February 17,2020 j 12a Approval Date: October 29,2015 t Page 1 N �i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. •,• (Submitted under NOA No. 14-0123.10) .... ...... 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LU-I*act"!6 6heets 1 through 22 of 22, dated 10/10/14, with revision A dated 1()1'8$/1'5, prepa;W by •••••• manufacturer,signed and sealed by Lynn Miller,P.E. 0 ...... .... .... . . . .... .... ..... B. TESTS •••••• •••• ..... 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 • .. .. .... ...... 2)Uniform Static Air Pressure Test,Loading petVIV:TAS 202-94 •; 3)Water Resistance Test,per FBC,TAS 202-94 :•••:• "•"' 4) Large Missile Impact Test per FBC,TAS 201:-�•4*•; ••••• ;•••• 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 sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading 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 sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-601.5-R, which have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 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)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 � 4 Manuel ere ,P.E. Product Contro ,x miner NOA No. 15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202&203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. IS-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511' Edition (2014),dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) •'•• 2. Glazing complies with ASTM E1300-04 . . .... ...... ...... .. . ...... D. QUALITY ASSURANCE ••• •• 1. Miami-Dade Department of Regulatory and Economic Resourc@s fRF�t). •••• .... .... ..... ...... .... ..... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerika,jgc.for thejr • "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/1'1/16.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameiiea31pc.fo;flie'ir' "SentryGlas®(Clear and White)Glass Interlayers"dated 06125/15,expk1ftC@gn • 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industrips,Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° 135°corners-L. I. approved on 02/12/15 and expiring on 02/17/20. IF Ad P FA Manuei P e ,P.E. Product Control x miner NOA No.1'3-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 TABLE A: SERIES 7'70, IMPACT RESISTANT SLIDING GLASS DOOR ABLEGrow Anchor SLL1Sb9te Frame Mn.Edge Min. )NCLUDING POCKETS &900/1350 CORNERS Member DIBIalIC9 ErltI-N8, lit aro a n, a all I J GENERAL NOTE& 1 114'Elco Utreoon ungrouled CMU, 1M 090) Jamb only 2.117 1.114' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted cMU STM min.2 kel roue Jamb only 2-112 td/4' 2)DESIGN PRESE,URES: 1!4•Elco 410 S.B. concrete(min,3,35 ksl) Hesdrel"mb V 14/4' A.NEGATIVE DEyIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CmteFlex Limiroute U, TM MS5) Jamb only 2-112' 1-/, B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Soulllsm PI a 85 k6l)5 HsaNBftlJemb V1. 1.395' 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 11F Eko!Macon Conamta(rein,2.85 kat) Hm only 1• 14/V PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT ulut CMU g7M C.5 Jamb on t• 1.314' WITH OTHER DISSIMI AR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,1S-0a410 P•T.Aluminum, Pke(30.0.55 HeaWSIUJamb 8118' .0 kk 8.8.BMS. Aluminum,8083.78• HasdlSllVJemb are' 0.063' BUILDING CODE.FOFIANCHORAGE DETAILS SEE SHEETS 6-14, 3 (min It tame. kO Sleet,A38 Heed/ 1 m 3t6• ' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Btsat 6lud,A859 Or.33' Head Jamb are• 0.0451' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.776ka Head/81r/Jamb 1-112• 1Jl8• NARROW JOINT SEALANT. t ld'Elco 168 S.S. ftmited CMU.(ASTM C00) Jamb orgy Y 1.114' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NDS FOR Agga4a10f Grouted CMU(ASTM C40,min.2 kal grout) Jamb On] Y 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P,T.Southern Plne 60.0.65 HeadSIMlJamb 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southam Pine SG•0.55) HeadMVJamb &18• 1418' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel SMS G5, Aluminum,6063 T5• HeadISUVJemb 318• 0.063' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGR SS REQUIREMENTS PER CURRENT t (min.11 gxeadeAn) Suet,A36• Havusliv emb are• 0.w FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,AG 3 Gr.33* HeadlSillJamb 318' 0.0451• TEST REPORTS:FTL-5980,FTL5993,FTL-6001,FTL-6014,FTL-601 ,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-8025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AN4 THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIE D 6Y THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER 1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.,.....8.8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 Glen Description(Lleted from Extodorto Interior) EXTRUSIONS.... 03 711V Laminated: 2)Liles of YIr HS Glen VAlh.060'PVB Interlayer ppmvae a awplylgwll!tK G3A 9118"Laminated: Ulea of 1/4'HS Giesa weh.090'PVB Inloda er / GN PRESSURE RATING IMPACT RATING G4 7118•Lam~.R)Utes of 311°-HS Glen xOh.050•SO Imodever DESIWta SEE TABLES 1,2 8 3 ON RATED FOR LARGE a SMALL NNAe G4A glia'Laminaled:(Z)Utes of 1/4'Fi3 Glass wlM.080'30 Intedayer INbnl Anda G5 1'Laminated I.G.:3116'T ExterW Cap+31e"Ah Space+7/18'Laminated; )Uee of 3116'HS Glass wlh.000'PVB Imed a SHEETS 8,7 8 B MISSILE IMPACT RESISTANCE GSA 1'Lemkwed LG.:1/4'T exterior cap+5116'MS +7/16•Lamk»bd;( Liles of 3/1e'HS Gla"VA"'.000'PVB Intel er 0r G6 1'Laminated 1.0.:3/18•T EXledor COP+3W Air S w+7/1W Laminated;(2)Lbes of X h. G e r w (9LAZIWNOTES: GSA 1•Lominaled La;114'T Exterior COP+NI6'Nr S ee+7118'Laminabd; Lkea of 3146"He Gter Ah,099f i0 IAad • =ANNEALED G7 7116 Laminated )Utes of 3116'ANN Gteas 1ai1h.090 BG kgede er • • • "MS"=NEAT STRENGTHENED `10ENSF' OTA 9118'Lsngnabd:(2 Liles of 1/4"ANN Glass vAth.090"SG Intel ar •• ••• "�" T€IAPERED 2' VIP—.090'BUTACtT� B BY KURARAY AMERICA,INC. = �' 14 J; GB 1'Laminaled LO.:3118'T EXterter +Ste'AIr 9 ee+7/16'Lamlnabd;l2 Utea of 3I/8"AM4 Glre with. SO klteda or I•la.50705 _ GBA V Laminated I.G.:114'T Extedor Cap+5/18•Nr Space+711V Laminated;(2)Lkes of 3116•ANN Gtra wllh.090'SG Intedeyer 'SG"_.080"SENTRYGLA Y KURARAY AMERICA,INC. b'C 10)AMO; A UPDATED/NIERLAYERMANUFACMRER, • • (� STA EOF �� 107o3�cMRaoo1 . NERAL NOTES AND MAP �`� A' P. a„x • (gv,, w„p7 : • S�'RIES 770 ALUM.SGD-LM IMPACTpNAt •• • a.r• er.r o.+rea. A•' �.4MHNMA.iER�)+P. R 101104 °11 R' CERT,OPAIRM r►T M aoo-770 NTS 1 +22 PGTO130 A RES 5870° ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIGURATIONS NOTES: FEPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB IT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw',"Je."K%v'OR'Kc'INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(P)CONFIGURATION CAN BE NOM.PANEL WIDTH pXXXXp,PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION ANEL WIDTH CAN BE OXXXp.TABLES 1-3 PER TABLES 1-3 ___ 1�I i 2)90"&135'CORNER CONFIGURATIONS CAN BE A COMBINATION I I OF ANY 2 STRAIGHT CONFIGURATIONS. o Iffier MAX.UNIT I MAX.UNIT I Q 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3, HEIGHT ; s PER TABLES HEIGHT PER TABLES 1-3 1 3 3�' "X'=OPERABLE PANEL, I a i tj 1 -0'=INOPERABLE PANEL, POCKET I POCKET i "P"=POCKET DETAIL LETTER ___i t� ---j "w'=WbODOR METAL INSTALLATION 1-PANEL r 2-PANEL "C"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS" L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.125' NOM.PANEL WIDTH NOM.PANEL WIDTH ® PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' PER TABLES 1-3 1 PER TABLES I-3 f___� \r i I � I g I t 1 I &o MAX.UNIT + + MAX.UNIT 15$�B HEIGHT i " HEIGHT I + s PER TABLES I-3 / i �TABLES 1-3 / 1 _ POCKET I POCKET 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1-3 PER TABLES 1-3 LPSWET l1 kppmve'd n mrplylgwW IW �— 9 18 MAX.UNIT NO9HEIGHT SEE Nf1AMMAX.UNIT NOTE Nl�al D oPeedutlHEIGHT tPER , S THISTABLES 1 3sHEEr.PER TABLES 1-3 ...•• • • E Ea••• •• • •5-PANEL CONFIGURATIONS•' • •• CORNER,TYR / - INSIDE(OUTSIDE CORNER SHOWN, _.�1 :�(' � INSIDE CORNER SIMILAR) '�n '•, 1• ..L° I • ) STA"L OF t '" fumiecl+raooW�11� Etr�MPLECONFlGURATIONS ',�(�S,�.F!oRtoP.•i�j`` A CFIAN('ES THIS SHEETE;g+2 • • ARIES 770 ALUM.SGD-LM IMPACT(941, 1 �,.ry,e sate anrvw. r.� A.LYNN MRLER,P.E. �,. cEKTo�AurNnespd soo-TTo NTS 2r 22 PGTO130 A 000 0 0 0 000 0 0 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= t)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/18"C 96'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300.114"(aB 120"HEIGHT LOCATIONS USING DETAIL"JCA'."Jc".'KW'OR"Kc'INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp, X)O X OR XXXXp.OXXX IN POCKET CONFIGURATION -��r--- CAN BE OXXXp. 1 t i ;02)90'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT / till HEIGHT, t t 11I5 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" / / / / / / 1 � 'X"=OPERABLE PANEL, PwKEr ( "0'-INOPERABLE PANEL, 1L "p"=POCKET 6-PANEL CONFIGURATIONS 98 183�81813 LETTER w"=WOOD OR METAL INSTALLATION MAX.UNIT WIDTH "c'=CONCRETE INSTALLATION NOM.PANEL WIDTH _ SHEET NUMBER PER TABLES 1-3 -Jar--- DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" t ,9 t t & PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAX. HE PER TABLESI�3 !� I POCKEr -Jar---� 7-PANEL CONFIGURATIONS 3 1 MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 I •PPM' u mrplyl�e'W t5- t t 1 > N r M MAX HE.UNIT t t / g g neA► *do Produd N IGHT t t / PER TABLES I3 POCKE L—L—LLJL�— 1 :- 1 8-PANEL C0NF.IQURa33(4$; '.• : : .,• -J`r-- J No.567 -=-U••. STA Eo :.;u; R."ay. now MMb,c so taarlvta A CiUHQE311i13SNEE1 • • to l•amoc U• • • fsXAMPLE CONFIGURATIONS FS;'F�oRlo�.• G\ •• 1aviceFy • • : S10VAL�'`` •• �"�'�t•0° • . FRIES 770 ALUM.SGD-LM IMPACT w." o.i. an,e • SG4770 ANTS 3 A.LYNN NILIER,P.E JR iQ�iNt4 CERT.OFAU7H.A192D0 a,.W m+3 -22 PGTO130 A P.E.R mm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS (G3, G3A, G4, G4A,G5&G5A) 7/16"NOM. 7/16"NOM. 1'NOM. 3116"HS GLASS 3116"HS GLASS--\ 3116'HS GLASS .090"PVB .090"PVB •090'SG 3116'HS GLASS 3116"HS GLASS 74 3/16"HS GLASS 79 3/6"AIR SPACE 74 3116"T GLASS 82 62 83 EXTERIOR 3/4"NOM. EXTERIOR 3/4"NCM. 314"NOM. GLASS GLASS 58 GLASS BITE BITE BITE EXTERIOR so 80 79 54 b4 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16'NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 1/4'HS GLASS 1/4"HS GLASS .090"PVB .090"PVg .090'SG 3/16"HS GLASS 7a 114"HS GLASS 74 5/16"AIR SPACE 74 1/4"HS GLASS 1/4"T GLASS 82 83 314'NOM. 3/4"NOM. 3/4"NOM. EXTERIORGLASS EXTERIOR GLASS 56 GLASS �1 BITE BITE BITE EXTERIOR 81 5, A _ 79 54 54 55 Fpm q BmvIyIKg4eA DSM NOAH m1 I Pmdsd 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A ay. GLAZING NOTES: • • •• • • • • • ocE "ANN"=ANNEALED • •• • • • • ••• • "HS'=HEAT STRENGTHENED • • 5s'I • • • • • • • k' t N�. o5 "T"= 00 000 00 0 9 00 TEMPERED "PVB'=.090"BUTACITE P AY KURARAY AMERICA,INC. "SG'=.090"SENTRYGLAnY KURARAY AMERICA,INC. STAfE �0 1[t,W15 gA� UPDATEDINTEMAYERMANUFACnMER 0•+fo7a•• • • • GLAZJNG DETAILS r�OR`0 ''•'G� A 1%34J' E01 �y RIES 770 ALUM.SGD-LM IMPACri ;NAG. .;A.LYNN MILLER P.E. OFAU7N.021f7DB 770 IVT8 4 -22 • P0,110130A P.E.N 58705 JR +a+a+e • •• •• • t • •• •• .. .. . . . .. .. . . . ... . . . . ... GLAZING DETAILS(G6, G6A, G7, G7A, GB&GBA) . . . . . . . .. . . . . . . . . . . . .. 1"NOM. 7/18"TJQIEI. • • • • ••• i 0 i 1"NOM. 3/18"HS GLASS 3116"ANN GLASS • • •••3/18•ANN GLASS .090"SG 090"SG 3/16"HS GLASS 090"SO 3/16"ANN GLASS 3/18"ANN GLASS • • • •V4 •• 011e"AIR SPACE 74 3/8"AIR SPACE 74 • • �/36"T GLASS • • •• 3/18"T GLASS 52 • • •• • • • • • • • •83 83 EXTERIOR 3/4"NOM. 3/4"NOM. 58 314"NOM. GLASS 58 GLASS GLASS <11 BITE SITE BITE EXTERIOR EXTERIOR a a80 79 79 54 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16'NOM. 1"NOM. 3/18"HS GLASS 3/16"ANN GLASS .090"SG 114"ANN GLASS .090"SG 3118"HS GLASS •080"SG 3/16"ANN GLASS 5/16"AIR SPACE 74 114"ANN GLASS (GLASS 5116"AIR SPACE 74 1/4"T GLASS 1/4"T GLASS _ B2 83 83 3/4"NOM. ExrERIOR 3/4"NOM. GLASS a 56 GLASS BITE BITE EXTERIOR a 81 EXTERIOR 79 a 79 pad W 54 11* 55 55 Go. NOAH Mlml Pw1+d 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A / GLAZING NOTES: �pNV LY,N ANNEALED �a�.•''��GF.NSF'•.Ff "HS"=HEAT STRENGTHENED "T"=TEMPERED No.58705 "PVB"_.090"BUTACITE PxB%Y KURARAY AMERICA,INC. "SG"=.090"SENTRYGLASBY KURARAY AMERICA,INC. ='T7 '"� u 20 I UW 80 aW015 A' LMATE0RITl=RLAYERWWFACTURER f0707ECHVOLO0Y0RNE GLAZINGDETAILS �C�\ F'<ORIOP.••' ,.` • ": N.VENICE,FL.278 .> /w,?4ealeoo SERIES 770 ALUM.SGD-LM IMPACT A.LYNN M�LLER,P.E. w;wJR' 10110/14 CERT.CERT.OFAUTN.,T202W 800-770 NT$ 5 "22 POT0130 A P.E.A 68705 .. .. . . . .. .. . . . . . . . . . . . TABLE 1: TABLE 1A:_ Design Pressure(DP)and Anchor Quantities Required,(for all approved. . Maximum OP forgll�lzes:t80I 80 SIII Height to Max.(+)DP configurations on Sheets 2&3) • • • • • . (Water htunlion Rating) • • • • • jMef t Yml*d by Table 1A) sit F7esr Height For oomer astragal anchorage on 9V or 13V comer unb.see sheet 11• • • • • • • (+)Design Table applies to Glass • • •• (Flat or 1� Pressure,psi Types 3,3A,6,5A,7,7A,6 69-7/9' /8" • gel Flush-1-112" sae rota 3 &8A and the Site/Astragal Anchor roup Anchor Group Anc roup ncflor roup Low-2-1/7' +48.67 types shown below. 1 2 3 4 1 2 3 • M 29 2 3 4 Medum-3.114" +60.0 ea C4+1 +1 C:4+1 +1 C4+1 + C4+1 + +1 + 04+} + + + +1 + Hi h-4" +60.0 24" DLO Jamb 6 8 8 8 8 8 8 8 s8 • a8 d 8 8 8 SEE NOTES 1-3 P hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 a f+8• i+6a •7+8 7+ 7+8 7+8 T+8 Head/Sill CQ+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 + Wt1 C4+1 C4*1 C4+1 30" DLO Jamb 8 a 6 8 8 8 a 8 8 8 8 8 6 8 a 8 P-hook 8+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 Head/S111 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" DLO Jamb 8 8 8 8 a 8 8 9 8 8 8 8 a a 6 6 P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-tlook 8+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 w OI OH RATIO 2 1 liead/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 T o 48" DLO Jamb a 8 8 8 8 a 8 6 8 a 8 8 8 a a 8 O P-hook 6+7 6+7 8+7 6+7' T+8 7+8 7+8 7+8 7+8 7+8 7+8 7*8 T+B 7+8 7+8 7+0 j FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 1— OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3.1/4"SILL,POSITIVE WATER OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4.3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY OLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM):THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866` 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstiie @Jamb Straight Astragal Lockstile @ 90'Astragal Locksti e @ 135'Astragal Lockstile @ Assembly Stralght Astragal Assembly 90*Astragal Assembly 13S'Astragal Approved u tsap171sswM & Standard Stiles Standard Stile Standard Stile StandardStlle Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutySille Flortas Id exre Standard Astragal Outside Mrner Imide nu�Aa Outside Corner Comer it, Insideide Corner'1 1 Cordner Outside \`F1t�n�a �HN Af//��P Corner Part#61(Stlle) Part#61(Stlle) 5'C r •'t ' Part#fi0(z2) Par[#60 Part tt60 Part 860(Stile) part 1160 Part#118(Corner Part#119(Out.) Parts 931&#32 Part 861 No.,0705 I Part p67(Astragal) Part 8120 on. _ _ Receiver) (Corn.&Fxd Mount) ` _ uz aweens e.nwav STATE Q 4/' Sc 10/6?016 A CHANOE8 TH/S SHEET :C).�'•, a'L P ''G�-� rMTECMVMooroRlvE DPANDANCHORAGE uatu. ` A VENICE,R.31176 rrm �i�Sn SERIES 770 ALUM.SGD-tM IMPACT r;;!�r�n�.. ,% 1e1+N6616e0 ' e.wtm esr" sot •..hr� tr.- A.LYNN�I.iIII.ER,P.E. JR 10110114ao tear.oFAvm dueaoe eon-»o NTS 6 d 22 POTD130 A P.E.M 59705 . . . . . . . . . . TABLE 2: • Design Pressure(DP)and Anchor Quantities Required,(fol all approved configuration on 8heets 2&3) Maximum DP for all sizes:+601.80 For career astragal anchorage on 90'or S Wrn9L ft.see sMaM 1 • • • (May be BmNed by Table 2A) Table applies to Glass lypee • • • Height • 4,4A,6,6A.7.TA.8 a 9A �• • • . 1or 1oa 114 120 and the Sins/Astaagsl types 89-7/6'DLO 73• e O re• . . 0 10}Ire'to 109-7/0' o shown below. ne up rAnchor u r M •- m nchorOro r roup r Or 1 2 9 4 t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 , Head/8111 + 0 0/+1 C4+1 +1 +1 + +1 04+1 +1 + +1 G• + +1 + + 0 + +1 C4+1 + + + + + + + G+1 CA+ 24' DL0 Jamb 8 a a 8 8 S 8 B a a B 8 8 8 a 0 to 10 10 10 t0 10 10 1 10 /0 10 10 10 10 10 10 P•hook 6+7 8+7 6+7 5+7 7+8 7+8 7+8 7+8 7+a T+8 +8 7+ *0 7* 7+a• 7+ i+9 8+9 9 8+9 649 6+9 8+9 9+10 9+10 9+10 11+10 0+10 9+10 9+10 9+10 I1ead011 C4+1 04+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 04+1 GN C4+1 C4+ GN +1 + 1 010. CA"1 C4+1 04+1 04+1 04+1 GN C4+1 C4+1 04+1 CA+1 W C4+1 G+1 & 71 30' Dl0 Jamb 8 a 8 8 a 8 8 8 8 a a 8 08 B 10 10 10 10 t0 10 10 10 10 10 10 10 10 10 P-hook 8+7 8+7 8+7 6+7 7*6 —7+-8 -7+8 N8 7+a 7+0 7+8 7+a I+E 7+e va 7+ 8 +9 8+9 9 8+9 8+9 6+9 5+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 FbadlSlN C4+1 04+1 C4+1 C4H C4+1 C4+1 C4+1 C/41 047 &+1 6 G+ c Coat C4+e U91 C4 +1 GN COI 04+1 C4+1 01+1 C4+1 C40 C4+1 C4+1 CAN OI+1 C40 38' a0 Jamb B 0 B 8 e a a e 8 8 8 a B 6 8 a 10 f0 10 10 70 10 t0 10 10 10 10 10 t0 10 10 10 P•hook 6+7 8+7 6+7 6+7 7+8 7+6 7+8 748 7+8 1+8 7+a 7+8, 748 7+8 7.8 7+0 0+9 a+0 a+9 0+B 8+0 8+9 8+9 8+9 9+10 8+10 9+10 0+10 9410 9+10 9+10 9+10 HeadlBH C40 F$t 04+1 04+1 C4N CAH COI C4+1 040 04+1 C4+1 04+1 C4+1 C4H 04+1 C4+1 C4+1 C4+1 C4+1 G41 C40 COI 04+1 CA+1 04+1 04+1 06+1 Ca+1 C4H CAN C6+1 C6N n 4Y OL0 Jamb a 6 8 8 B 6 a 8 B 8 a D B 8 8 10 10 10 10 to 10 10 10 10 10 10 10 /0 10 10 10 P•hook 0+7 6+7 6+7 7+a T+8 7+6 7+a 7+8 7+a 7+8 1+0 7+8 7+6 7+0 7+8 8+9 6+9 8+ a+9 8+9 6+9 a+9 6+9 9N0 9H0 9+10 9H0 9+10 900 9+10 9+10 HeadrSin 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 G1+2 C4+2 C4+2 CA+2 0442 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C6+2 C5+2 C8+2 C6+2 C5*2 48' DLO Jamb a B B a e a a 8 8 8 a a 6 8 8 10 10 10 /o 10 10 10 10 10 t0 to 10 10 10 10 to P•hook 8+7 8+7 8+7 7+9 7+8 7+8 7+8 7+B 7+8 7+9 T+8 7+8 7+9 7+B 7+a M9 a+9 B+6 a+0 6+9 8+9 B+B 8+9 9+10 9+10 9+10 9+10 0+10 9+10 9+10 9+10 HoedlSNl G+2 C4+2 C4+2 G+2 G+2 G+2 CA+2 C4+2 C4+2 C4+2 04+2 U+2 C4+2 C4+2 C4+2a4' fir Jamb a B 9 0 B 8 9 8 B 8 8 B a 8M7.0 P•hook 6+1 8+T 8+7 8+7 7+8 7-8 7+8 7+0 7+0 7+B 7+a 7+6 T+9 7+8 7 Not available Ill(hese sizes HeadlSIN C4+2 C4-20+2104+2i G+2 G4+2 G-2104+2104+2 C4+2 C{+2 C4+2 C4+2 04+2 BD' DLO Jamb 8 0 8 8 8 e 0 0 8 a 8 8 a a a Pdrook 8+7 6+7 847 8+T 1+B 7+5 7+8 7+9 7+5 7+8 949 7+8 T+8 7+8 * NOTES: O= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH= BLE 2A: NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TA POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIII Height to Max.(+)OPOH LENGTH �— DLO HEIGHT= (NEGATIVE PRES.UNCHANGED}SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.126" 3)4'.3-1/4'AND 2.112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112' SIII Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. I (+)Design (Flat or Box,ase w o PANEL HEIGHT m POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY sf = OH RATIO 21 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) Pressure,p = o DOOR UNIT HEIGHT-1.866' NOT RATED FOR WATER INFILTRATION. Flush-1.1/2" see note 3 O 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2.112` +4667 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-114• 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE + 0 OH RATIO=OH LENGTH SEE NOTES 1-3 3 OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18 819 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstlle @ 90•Astragal Lockstile 18 135'Astragal Lockstile @ 4PPrGv24"wa,PIftwklt1b Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Flarty to 1 Heavy-duty Stiles Heavy-duty5t4e Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile oars Standard Astragal Inside Outside CorneOutsideCorner 1- 4JCornerpyr" r[�� a Na01v9 AraNt eh°tea e Inside ] t\ rii Comer Outside \. C��(LYNN 4!/(/F Inside Comer Corner �.`�1 , \GENSF •.•9 Part#61(Stile) Part 461(Stile) part 4119(Out.) Part H61(Stile) �.:' •'••% Fla461(x2) Part 461 Part 961 part 467(Astragal) Part 061 Part 0]38(Comer part 4120(In.) Parts 431&932 Part 1161 No.50705 .` Receiver) (Corn.&Fxd Mount) al sc 14WO16 NOCHANGESTHIS SHEET ro797Ecrealoot 0rrrvE DP AND ANCHORAGE ;-<� . T,+,E owe N.VENICE ii J127a ne �'.'n�''•.,fCOR\0�",••'`Gi orr pwf}4eafe00 SERIES 770 ALUM.SGO-LM IMPACT I/ ".1. s.r.+re e•+. en.K o...r,re. d!LYt✓P(ht14\€R:d.E. JR 101r0/14 °iY cenr oFAunr N2et7e soa770 NTS 1 7 -22 PGTO130 A P.E. Be70a .. .. . . . .. .. . . . . . . . . . . . • is TABLE 3A: TABLE 3: ___ Design Pressure(DP)and Anchor Quantities Required,(for all apprgyed cgpflguratioQa on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP (May be Ibnitod by Table 3A) (Water Infiltration Rating) For comer aalrogal anchorage on 90•or 135'caner ullls,Na•h•Y 11 or • : • • • •• S 1 Riser Height (+)Design Table applies to Glass Types 4,4A. 80' 84' • • 880'•O 98' • • 102" 106' (Flet or Baur,sae P"u"pa'S.64,7,7A. 8&9A and the S5le! 69-7/0'01.01•/ 9T- She•t 17) Astragal types shown below. AnchorGroup I Anchor oroup Anchor Group Anchor uroup AnchorGMUP Ane orarou plush-i-112' ase,note 3 1 T--2—F3 4 1 2 S 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2.112' +48.67 roseuro • s +1-75.0 s Medium-3-114' +50.0 Zr 17' HeedfSlN C4+1 G+t C4+1 G+1 G+1 G+1 G+1 G+1 C4+1 C54TI 4+ G C4+ f7A+1 "6 044 CA+1 C4+1 G+1 C40 C4+1 C4+1 04+1 G+1 �h-4. DLO Jamb 8 8 8 8 6 8 8 8 6 •8 •� 8 d t0 10 10 70 10 10 10 10 SEE NOTES 1-3 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+5 7+8 7+6 74E 4V 7+g ai+ •7+8 8 7 8+9 5+9 8+9 5+9 8+9 8+9 8+9 8+9 Das/ Presauro +/•900 af• • • +1$2.5 of +1.16.0 of 30• 23' Haedi8111 C4+1 C4+1 C4+1 G+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+ +1 + + G+1 C4+1 C4+1 CI+t G+1 1 C4+i G+1 = DLO Jamb 6 5 8 8 8 8 8 8 8 5 a 5 6 6 8 8 10 /0 10 10 f0 10 10 10 S! p hook 5+7 8+7 5+7 6+7 7+6 7+8 7+5 7+6 7+g 7+6 7+8 7+8 7+8 7+8 7+8 T+6 8+9 6+9 8+9 8+9 6+9 5+9 8+9 5+9 3 Design Pfwsuro v-9a 0 par +1-82.6 psf +/-76.11 par 29' HeadlSlll 04+1 r,4+11041+2 G+2 G+1 04+1 G+2 04+2 C4+1 C4+1 C5+2 C8+2 C4+1104+ C6+2 C6+2 G+1 C4+1 C6+1 C6+1 C4+1 C4+1106+1105+1 D. 36' DLO Jamb 8 8 V. 8 8 8 8 8 5 B 6 6 8 8 10 8 10 10 10 10 iD 10 10 10 P•hook 6+7 6+7 6+7 6+7 7+g 7+6 7+8 7+8 7+6 7+8 7+8 7+a 7+5 8+9 5+8 8+9 8+9 8+9 8+9 8+9 8+9 11+9 6+9 6+9 € Design Prossele +/.90,0 Pal +1.82.6 pst +1.76.0 pef rLEENGTH42, 35" Heet9Slll Cis G+2 C4+2 G+2 G+2 C4+2 05+2 C5+2 C5+2 05+2 C5+2 C5+2 C6+2 C5+2 C6+2 C8+2 C6+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2DLO Jamb 8 8 5 8 8 8 8 8 8 a 10 a 8 a 10 8 t0 W 10 10 10 10 10 10P-hook 5+7 7+B 7+B 7+8 7+8 7+6 7+8 7+g 7+8 8+8 g+9 8+8 g+9 8+8 8+9 8+9 8+8 5+8 8+8 5+9 8+9 8+9 6+9 5+8 w 1 Design Proasur• +/-".Opsf See Note A bebsx +1.82.5paf +/•T60 at = �" 41' HeacyS61 C4+2 C4+2 C6+2 CB+2 G+2 CS+2 C5+2 C6+2 C6+2 C8+2 C5+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C5+2 C6+2 Ce+2 06+2 O DLO Jamb 8 6 0 8 9 a 10 8 6 8 iD 8 8 8 10 8 10 10 10 10 10 10 10 t0 P-hook 6+7 7+8 7+8 7+6 7+5 a+9 8+9 5+9 9+9 8+9 a+9 a+9 a+8 9+10 19+1019001 5+91941019+101941018+8 9+10 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A.6,6A,7A, 8&8A; +/•87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"SILL.POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3.1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. OLD HEIGHT= 3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 1B&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstlle @ 90'Astragal lockstile 135'Astragal Locksttle @ �PProvM weelyl4 � Assembly Stralght Astragal Assembly 90'Astragal Assembly 135'Astragal FrorWs R Heavy-duly stiles Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty stile Heavy-duty Stile Heavy-duty Stile He Stile Heavy-duty Stile D.I. Heald-duty Astragal Oulslde C Outside Inside orner stI mr a Prodac C COffxt OY•• ffavr LlnslCorner— outside 1��W4\GEfiJF/N/(e�P Inside Corner'I I Corner Part#61(Stile) Part#61(Stile) 7'i No.54705 �r Part 961(Stile) Part 9119(Out.) Part 861(x2} Part 1161 Part 061 Part e68(Astragal) Part q61 Part p138(Corner Part 8120(In.) Parts 931&x32 Part 861 = Com.&Fxd Mount Receiver) ( ) '6 -o o �_( 41 eY• aYYa ow Hs• : �� '. F P 9C laV=2015 AOr OCNANQEBTH/88HEET lwzv N ro7V TECHNI arsros DP AND ANCHORAGE < •.-!ORO'. �7 SERIES 770 larreoo ALUM.SGD-LM IMPACT J' a m ar.+ew a. A.LYNN IAIILLER,P.E. o..n4r oyr: oa.: CERT.OFAUrN.42elee 8ao-T70 NTS 8 •ZZ Pt371)190 A P.E.a6eYes JR 1W16M4 .. .. . . . .. .. . • • • • A. NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5'CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH �— DETAILS,SHEET 10 SPLICE REQUIRED(� (PERPENDICULAR TO GLASS • SES"C5"CLUSTER • SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 • �E R41Ll,E�6TKO FQ�i • • •: : QUIRES"C6" SHEET 10 FOR INTERLOCK POCKETS • • • CLUSTER,SEE 24'MAX.O.C. THIS AND • • • • •8E•NOM. SHEET SEE POCKET g p.HOOK _ • • PAN¢yy�ro �E1�11LS,SHEET 11 x x JAMB ( ) i- x x x • y x x x xxx x 9'MAX MOUNTING INSTALLATION. ADAPTER I 6'MAX. ( -j x x x x" xxx xx x x x x '~f THIS SHEET ANCHORS MIDWAY i 1 1 a1•L�•Mr. i &SHEET 14 BETWEEN P-HOOK i 1 1 • • •• 0•• •• •• 4 PAIRS OF ANCHORS&AT 3" i I I si• :•s • • • •• FRAME x ANCHORS FROM TOP& i • •• • 88" (TOTAL 8 �:'.; 1 ANCHORS 21•MAX. BOTTOM 14" I®� ~ • •• i i i•s c •• UNIT O.C. ANCHORS) 4.051" "MAX.TO OPENING i§ MAX.O.C. 0 14'MAX.D.C. n•=P-HOOK HEIGHT PER JAMB EDGE OF POCKET SEE i I o�--1 O ANCHORS x (SEE JAMB INSTALLATION i 1o1 t ;v DETAIL DETAILS'Jc'&'Kc', i k' lol M ocp-HOOK BELOW) Fj END PANEL SHEET 14&PART I I lj� ;0MOUNTING x ANCHORAGE DETAILS'J'&'K', i x jq o 3"MAX. ADAPTER 24"MAX. (2 ANCHORS) SHEET 19 FOR I ANCHORS x O.C. -----8'MAX. 1 - x x -x' `.xi END PANEL 1. "+2" P-HOOK x ANCHORAGE ANCHORS END PANEL x' x, xxx xx x x x xx xxx x x x x ANCHORAGE 6'MAX. ANCHORAGE(SEE x' x x x x . x' `�.+2. SKETCH BELOW) (SEE SKETCH BELONG .y2. �•+Y •+2' ANCHORAGE AN CENTERLINE a'MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24'MAX. EXAMPLE 5-PANEL 2 TRACK 90'OUTSIDE CORNER-pXXIXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 160"x 96•NOM.PANELS,ANCHOR GROUP 31N CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6.8;- EXTERIOR HEAD OR SILL IF A SPLICE 60" w1 CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 41" —� OCCURS AT THE P-HOOK. NOM. < • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCKANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY f uaonuu«�� 6"MAX. M5.64' •+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: aonvaa CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-NOOK ANCHOR DETAILS ON SHEET 14. ,rwmed u woi*i•jM1Y14 "+2"ANCHORAGE ANCHOR PAIR u r4L u 6 1 REQUIRES SEE"C5"CLUSTER ENO PANEL CENTERLINE CENTERLINE CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE neM • DETAILS,SHEET II FOR ASTRAGAL (2ANCHORS) 8" e1 nt 6•de Prod•e1 C•• INTERLOCK ASTRAGAL ar. • 4.051" .---I� 3.5' 1 MAX. • • • • • fpr\Y LYNN a -- yKerCENTERLIN• t� No.56705 T4 EXTERIOR OF PANEL 3CENTERLINE "+2"ANCHORAGE CENTERLINE PANEL 4E •+2"ANCHORAGE I OF PANEL 5E = SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS "U po 3• �S � SC iWB is A NO CHANGES THIS SHEET 'i��`•. S7A L•Oh ,• `,/` ro7oTecHHeLooroHlvE ANCHORAGE SPACING&EXAMPLE PLANS I(UHIUI.•' �7 H.vErFL9127a .. ., ,p„ •....,...• is;wwSERIES 770 ALUM.SGD-LM IMPACT ; ,ON& ' (911}460-1690are c.x: •.r•x. ax A.LYI11f M'IL��R`,P.E. JR ll 4 w u.r,' CERT.OFAUTH,A29M • soano NTS 9 •22 PGT0130 A REM 56705 . . ... . . . ... 6'DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR '(FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04' INTERLOCK--4-IF NEEDED INTERLOCK-1 CONQj-M • JNTERLOCK "`IF wrEDED 2.04" CENTERLINE I OENTERLING• • V DIAG. • • CENTERLINE "C6'OLUCTE O Tl�L)• • • • • • 75" EXr wrt 1.75' • • • G O.C. T ✓ 2.04' 2.04' 21" 2.04" • • 5.64" MAX. • i • • 7„ • 3.5. O.C. 3.5" 4'DIAG. • • •Ex R EXTERIOR 7" EXTERIOR 7' • • • • ••• n 7" V MAX. 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEADIVOL • • • •2;RAOKfRAIF•HEAD/SILL 5•�" 1A ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK {-2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX, ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR I`SPLICE LOCATION 6"DIAG. FRAME JAMB �(` EXTERIOR ANCHOR PAIR INTERLOCK--IF NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDED 2.04-C CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3.5' 3.5" 3.5" ►- 7' ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. TRACK(INT.SHOWN) 2.04" "DIAG. MAX. 4.06• �4.OT 2.04" t I 5.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIO ..- » y EXTERIOR 4"DIAG. EXTERIOR-..-r 3,5' ARE BASEp ON MIN. _� 7" 3.5" +- 6"MAX. i ALLOWED. 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL2.FOR HEAD OR SILL SPLICE 94 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 1 3 TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHOR PAIR P•HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6"). (FOR SPLICE FOR SPLICED SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDLY: ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION,DO NOT ITIONS ON INTERLOCK ORA_SPLICE NEEDED INTERLOCK CONDITION,USEUSE THIS DETAIL) SPLICE LOCATION CENTERLINE ! CENTERLINE I "CB"CLUSTER DETAIL) CENTERLINE IF NEEDED JI 1.75' 3.5" .- 3.5" 3.5" 3.5" 7" eppmvd u comPlylepwll►Ib 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" o rld� sH p 4"DIAG. NOAH 2.04' 5.37"DIAG. bol ode P mel Wtrd 4.06" 2.04" flr ,� II 4'DIAb. I.YNM 3.5" EXTERIOR EXTERIOR 7• EXTERIOR �-- 7' —� 3.5" �'--' .• `If,EMSF F.f� 4-TRACK FRAME HEAD/SILL 110, 4-TRACK FRAME HEADISILL A-TRACK FRAME HEADISILL [p ASTRAGAL OR INTERLOCK Nu.00705 9p ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK _ 5 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5"} WITH 8 WITHOUT SPLICE CONDITION 1015 15tti I TE F 74. Nni01j raano+s "A"`°` OCHAMOEs7ri19SHEEr +o7o7ECHHO100rowvE ANCHORAGE EXAMPLE CLUSTERS %p,c;`'•.Ftvrlo?.',�;��: ro4+�reoo SERIES 770 ALUM.SGD-LM IMPACT �-111W�14 mK A.LYNN},IILLER,P.E. u;7 '�" CERT OFAUM M290 ® SOD-770 NTS 10 •22 oe.ro PGTO130 A P.EA 58705 .. .. . . . .. .. . . . . . . . . . . . 2.04" 2.04' INTERIOR • INTERIOR 2.04' NOTES: INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN � 7' ARE BASED ON MINIMUM 8.12 4'DIAG. 8.12' 4"DI�, • •• i. 3.5" ALLOWED. • • . • • 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR 7" • •JTE•I . • INTERIOR 1 ° QUANTITY AND SPACING, 909 . • AND WOULD BE IDENTICAL ExrERiOR EXTERIOR 4`DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS, • 3.5" 3.5" 4„ • i3•5i • ••- q.,74 EXTERIOR '+1"ANCHOR 2.04' EXTERIOR 4" 2.04' 7" 2 04 �E E Ri •," i• •• 2.04" 7" 8.94` EXTERIOR • • • • • • • • 90'CORNER 90°CORNER 135°CORNER 136'CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR CLUSTER i+OF PANEL ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,"C6") 4.08" "+2'ANCHOR INTERIOR - EXTERIOR INTERIOR 4.08' "+1'ANCHOR 4" 7.41" 2.04" 4'DIAG. INTEROR 3.5" INTERIOR 3.5' I D' 7" 135° � CENTERLINE 3 I EXTERIOR OF PANEL 3.5" 4.08" 4.08" '+3"ANCHOR 5.37" 6.37' AG. 7" CENTERLIN9 2 04, 3.5" 4" 3.5" OF PANEL 4`DIAG. EXTERIOR EXTERIOR f- 7- -+- INTERIOR INTERIOR ON *+2l'ANCHOR 3.6' 90°CORNEALL R 135°CORNER Exrjt a V EWS 7" 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V I—CENTERLINE ('C6"ANCHOR CLUSTER REQUIRED ('CB"ANCHOR CLUSTER REQUIRED I OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04" 2.04" .12" 3.5" -'� q. EXTERIOR 5 88" CENTERLINE INTERIOR OF PANEL INTERIOR 90" 3.5" 135' "+3'ANCHOR 4" 7" 2.04" , G. +pprorrd u mnplyla�nW IAr 3.5" pb!i' Id is 1 8.12" 4" G. 6.12" 4.08' 0,1. NORM 7" EXTERIOR - ul eprvd 2.04' -� 3.5" 4" 4"DIAG. 3.5" 3.5" 1 �+- 0f i� EXTERI R 7" —� ExTERIOR q„ 2.D4" I OF PANEL `N \�p�aV 1 YNN 4 90'CORNER 135'CORNER .• �SUE�ISP '•FP 4-TRACK FRAME HEAD/SLL 4-TRACK FRAME HEAD/SILL CB ANCHOR CLUSTER REQUIRED CB"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL _ it (�—" �— INTERMEDIATE ANCHOR LAYOUT _ I•!o.62'/US _ AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) O'•, Lr:- 1 . �TL�'73,sc T�13 A CHANGES THIS SHEET ,pTpTECNNOLOOYDRIVE ANCHORAGE,EXAMPLE CLUSTERS � , moi;• rtwwr: N.VENM.E FL 3117EFED) nc i /���`•.!,COfiION.•' ERIES 770 ALUM.SGD-LM IMPACT A.LIPN.NILBL5P.E 30A JR Lw' ccRTOFAUTH-929M PGTnf .. .. . . . .. .. . INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 • SgE TABLE A,SHEET 1 • •• SEE TABLE A.SHEET 1 2-1/18" • ♦ • 2!I/1�'•• •• • 2-1118"' NOTES: EXTERIOR 1/4, • • i • • • •I/4.• •• _ 1/4" 1.ALL DIMENSIONS �t, --- • • !• MAX. SHOWN ARE BASED SHIM TER - SHIM• EXTER*M SHIM ON MIN.ALLOWED. j ��rr 2.METAL OR WOOD EMBEDMENT: i SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 •• • • • •• •'• •• TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOd• •• OpD (7H TYP•• METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR • E A ft QTES • SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEfj I 4k ABLE AsSHE E.1 ••• NOTE 4,SHEET 1 &TABLE A,SHEET 1 DIAGONAL O.C.IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) WOOD INSTALLATION WOOD INSTALLATION METAL INSTALLATION OR 6'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP.. METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114"MAX.)] SHEET 1 1 SHEET 1� — (1/4"MAX.) (114MAX) EXTERIOR T �- - E T�ERIOR EXTERIOR ` EMBEDMENT:SEE �j � v - TABLE A,SHEET 1 2-1116"' 2-1/18"• 2-1116"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ®WOOD INSTA CATIONL Ew WOOD INSTA CATIONL F\+ METAL 1INSTALLATION EMBEDMENT:SEE ! TABLE A,SHEET 1 —1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET I SHEET 1 EDGE DISTANCE: METAL TYP., EMBEDMENT:SEE 1 SEE TABLE A, SEE ANCHOR TABLE A,SHEET 1 —7 SHEET 1 NOTE 4,SHEET 1 2X WOOD EDGE DISTANCE: 2X WOOD TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR m e ♦ roM..- -1 moPlyln wll►IN NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/18 Date SMS ANCHOR TYP., '1` 21/16„ SEE ANCHOR NOTES Nim2-1/16" &TABLE A,SHEET 1 m WOOD ANCHOR TYP., MIN.OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS R'' &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE V LYNN 0, &TABLE A SHEET 1 EXTERIOR METAL �1n�.• "!/ '�� EXTERIOR ! EXTERIOR I-L SUBSTRATE 7 \�EIJgF '•,•.p 114"MAX.SHIM -X- Ivl 1/4"MAX.SHIM --I I—- V 1!4'MAX.SHIM -•-) t9u.SS/OS 2-TRACK FRAME JAMB3-TRACK FRAME JAMB 4-TRACK FRAME JAMB WOOD INSTALLATION ®w WOOD INSTALLATION Iw METAL INSTALLATION /0 J V ar• Der: nwtwr• a++f+� U' STA,I:OI° :•<(!-Z' SC Taem/5 A CHANOESTHISSHEET ANCHORAGE DETAILS w.e 970TECHNOL00YORNE (`.'•.FI.URIOP'.•'.�.���. N.VENICE,FL 31276 SERIES 770 ALUM.SGD-LM IMPACT C.M.uwe — •we u..�vM+ Ibe A.LYI✓E•I I111LLV,R,P.E. JR �_m'f�wm . RT. 10D-770 NTS 12 •Z2 PGTO13- A P.E.058705 CFJIT.OFAI/iH.f7Y78B . o r ... .. .. . . .. .. . . . . . . . . . . . INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTAN • •• EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE • • •SSE TAB I`SI ET 1 •6NORETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 • • • • • ON MIN.ALLOWED. A SHEETI 2-1116"' PER TABLE • • • •�t,y6`�•• �'ERSLE 2-1/16" A,SHEET 1 •A,SNEEW 1 — 114" •DIAGONAL O.C.IS _ - is' �' i'v ••• • r':.' MAX. MIN4" (HEAD&SILL) 7— I " SHIM ORB'(JAMB)SEE EMBEDMENT: 114" EXTERIOR 114" •EXTERIOR, DD&MILS,SHEETS TABLE A, MAX. • • • • 9ARX A SHEET 1 SHIM • •• • • • •SHWI•• PROPERLY SECURED 1XT�NTE ANCHOR TYP., PROPERLY AGUR,£D•X• •COWRE1E ANCHORKYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE CHOR NOTES& WOOD BUCK NP!S2E SEt ADCF4JOIF•S•8 WOOD BUCK TYR,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NO ft 3.AEE 1 • TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK ONNCRETEE NC INSTALLATION We CONCRCK ETE INSTALLATION ME HEAD ®c 4 -TRACK FRAME HEAD CCONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES 8 WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET 1� T (,/4"MAX.) 1 (1/4•MAX., EXTERIOR EXTERIOR •'r EXTERIOR ' . .,. 2.1118"' 2-1116"• �2-1116 CONCRETE PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 dfih 2-TRACK FRAME SILL ila 3-TRACK FRAME SILL 16ih 4-TRACK FRAME SILL Dc CONCRETE INSTALLATIONEc CONCRETE INSTALLATION Qp CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE 1 SEE TABLE A, TABLE A,SHEET 1 ~� _1 SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET 1 �I SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: PROPERLY SECURED SHEET 1 SEE TABLE A, •pproreaaco.piyigilhr 1X WOOD BUCK TYP., SHEET 1 1X WOOD BUCK TYP., '2-1116«' SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR o�u SHEET 1 SHEET 1 TYP.,SEE ANCHOR NOAN CONCJCMU ANCHOR >'2-1116" 2-1116"* NOTES&TABLE A, bMl •as Prodael TYP.,SEE ANCHOR CONCJCMU ANCHOR SHEET 1 CONCRETE Ur NOTES 8 TABLE A. TYP.,SEE ANCHOR OR CMU CONCRELE EXTERIOR SHEET 1 OR CMU TE EXTERIOR NOTES& SHEET 1 CONCRETE TABLE A, EXTERIOR EBT )ON LYNN A//1 AS EEl ; � ��,��,' `\7f- PER TABLE f.` OR CMU 114"MAX.SHIM IVn ��,. �acENse '•. A,SHEET 1ID 1/4"MAX.SHIM Fw PER TABLE A,SHEET 1 1/4"MAX.SHIM N0.58705 ja 2-TRACK FRAME JAMB ifa 3-TRACK FRAME JAMB ®4-TRACK FRAME JAMB 1. Ge CONCRETEICMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION _,I'. (t:_ m.w FOVB'10l6 A C~E8 THIS SHEET sc IoaoTEcwaoLooroRtw ANCHORAGE DETAILSN. �� Rcoltlo�• �r �EN=fL�1�srare SERIES 770 ALUM.SGO-LM IMPACT �;5/C'JNq''�`�'���,` ww.rere Ism •+•• .�+� — A.Lt Mw�e,t P.E. •JR ,Wia14 CERT.oFAtrrN 922 W soo-M NTS 1 13 a 22 PGTO130 A P.E.M 68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS ••• ••• t• Ftp ME IAMB • •• SHOWN ARE BASED • • • • I2EfsUI O.pT pLL • ;_ 2.693"MIN. ON MIN.ALLOWED. • • • • •INSIDEPOWKETS • • EDGE • • • • • • • 2.FIGURES ON THIS SHEET ARE FOR EMBEDMENT:SEE • • • TO PFVENT�• .e • DISTANCE WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER ATER WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE «) ANCPURPOSES ONLY.SEE SEE ANCHOR NOTES ` TABLE A,SHEET 1 FOR HOR TYP.,SEE EMBEDMENT: &TABLE A SAP-ET•I • • •• ••• 2({ ANCHOR NOTES& SEE TABLE A, ALSO S� TYP• • • • • • • '' TABLE A,SHEET 1 ALL APPROVED 28 ( ••• • • • • •• SUBSTRATES. SHEET 1 ILLUSTRATION,6HBET•) • •• • 4. 1-1/4"MIN.EDGE DISTANCE _ • • • • • • • • •... EXTERIOR 3.SEE TABES 13, ABLE A,SHEET 1 EMBEDMENT: SHEETS 6B FOR 0 0 SEE TABLE A, P-HOOK MOUNTING REQUIRED P•HOOK 28 SHEET 1 ADAPTER CONC.ICMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., I L ANCHOR TYP.,SEE SEE ANCHOR NOTES V P-HOOK i• ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE CMU PER TABLE ON SHEET 9. (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS I^ PARTS#18,#20,#22 OR#24, Jc PARTS#18.#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETEJCMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT;SE ADAPTER CONCJCMU NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE _ ANCHOR NOTES&TABLE A.SHEET 1 BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE TABLE A,28 ALSO SEE TYP.ET 1 EMBEDMENT: ILLUSTRATION.SEE TYP SHEET 9) ILLUSTRATION, SEE TABLE A, j,EMBEDMENT: SHEET 9) SHEET 1 2� SEE TABLE A, DISTANCE:SEE SHEET 1 I A TABLE A,SHEET 1 .'' 1-1l4"MIN.EDGE DISTANCE 30 30 P•HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES n ANCHOR TYP.,SEE fl 4ppmvcd u mnpiyk&MIRY &TABLE A.SHEET 1 V ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.693"MIN. A,SHEET 12.693" NA ALSO SEE TYP. EDGE MIN. NO �41 ILLUSTRATION,SHEET 9) f��(•� EDGE DISTANCE ( EDGE DISTANCE ILLUSTRATION,SHEET 9) 0y ja P-HOOK FOR USE WITH BOX SILL RISERS da P-HOOK FOR USE WITH BOX SILL RISERS \ I , PARTS#19,#21,#23 OR#25, PARTS#19,#21,#23 OR#26, �a041 YNN qrJ� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR : "'0 .•'C�CF:tJg�' (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT F •' ,t FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY - No. ;0705 to xv SC 10/872016 A OCHANGES THIS 9HEET Q�.. V.om' �U; 10MTPCNNOLOOYORIVE ANCHORAGE DETAILS N.VENICE,FL 34775 •',.�(OR.....•'�.j\� tp„},Bp.,.p, SERIES 770 ALUM.SGD-LM IMPACT '�;,;'/ONAL C•`��`' t«rf�,e,e +.� +++ o,n4M "^ A.LYNNMNLER,�.E. JR 10110/14 0.� CERT.OFAUTH.029MBOD 7R) NT$ 14 +22 PGT0130 A P.E.n SB705 . . . . . . . . . . CONFIG. EXAMPLES MAX.uIWT • • • • WIDTH• • MAX.UNIT WIDTH ••• • S1A4.• • • NOM.PANEL WIDTH HEADER DETAIL W. • • w • 40L0 • • • • TYP.PER INTERIOR TABLES 1-3 SHEET 18;INSTALLATION • • •WIDTH ••• DETAILS'A%W&'Ad. EXTERIOR SHEETS 12&13 ANEPANEL � L• � • •PANEL• CORNER DETAIL?WC7, TYPE QS, #ASID•• TYPE SHEET 19&CORNER A' •• • • • • w•4K' •• ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL ! WIDTH TYP. DLO PER M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERK7R INTERIOR NOTE 2 TABLES 1-3 1.3 �] r� JAMB DETAIL'G3',SHEET X XX 18;INSTALLATION DETAILS GW&'Gc',SHEETS 12&13 lit SILL DETAIL'D',SHEET 18; 900 INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX 'Dv/&'De,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-112" PH SMS PH SMS Appmed o m•MYIq•Ni ti4 ptorWe_�I fait ' N A� PANEL CORNER FRAME CORNER ��I"*d,r�a DETAIL DETAIL e� NOTES: `��o11I LYNN Iq/le' 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6 8 FOR MAX. .;�,.•'��vEN.SF''. f' PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. ' 2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = ;'c; No,50705 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. - CIL 5 LY. SC la/6015RAwr�.r OCHANOES 7WS SHEET a.Aws ,114,T)TT,O /'//,.:. a7orECHHoloorowve ANCHORAGE DETAILS/EXAMPLEELEVATIO �F .,/<vRtvr..'�:. N.VEMCE FL 3447E , g4fNbo,� SERIES 770 ALUM.SGD-LM IMPACTP,IAll- in SGYlfYi4 n.� CERT OFAUTH.=20 ® SO0.770 NTS 15 •22 POT0130 A P.E.>t 68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . CONFIG. EXAMPLES INTERLOCK DETAIL E N FOR ALL DETAILS ON THIS SHEET, EO ES H 5 M,SHEET 19 OPERABLE JAMB DETAIL G3',SHEET 18; INSTALLATION DETAILS Gw'&'Gc',SHEET 12&J3 • •• MAX �( • • • R E'7AIL•A',SHEET481 • JAMB DETAIL'G3',SHEET ED JAMB DETAIL'G2', ASTRAGAL HEADER DETAL'A',SHEET • • _� w •• DLO LLLSHEET 18;INSTALLATION DE7AILS'LI'& 18;INSTALLATION DETAILS�7 • • OIL I S•Aw' Ac',• • WIDT 18;INSTALLATION DETAILS DETAILS'Gw'&'Gd. L2.SHEET 19 'Ay/&'Ac',SHEETS 12&13/ '•• • MEETS 08x13 0 0• ••• TYp �'G•J&Gc',SHEETS 12&13 SHEETS 12&13 l/ �� EXTE IOR INTERIOR PANEL PANEL PANEL PANEL • AWELPANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE TYPEJ.PARrPAlQLTYPE 'M',SHEET19 FE A, MAX. • 01 MAX.UNIT 90'OUTSIDE CORNER• • / DETAIL'N7',SHEET 19&NOM. / / H IEIEGIHT • NaM. HEIGHT CORNER ANCHORAGE PANEL PER SILL DETAIL / PANEL / PER D',SHEET SEE SHEET 11 WIDTH TYP. MAX, WIDTH TYP. TABLES MAX. SEE TABLES PER 18; DLO PER NOTE 2, 13 INrER_R DLO TABLES 1-3 NOTE 2, 1-3 INSTALL HEIGHT TABLES 1-3 SHEET 15 HEIGHT SHEET 15 DETAILS EMEMOR a 'Dw'&'Dc', a NOM.PANEL O X X X SHEETS I2 �1 X WIDTH TYP. &13 X X X PER TABLES I 1-3 MAX.UNIT WIDTH MAX.UNIT WIDTH SEE FRAME& PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE'90n OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS V& L2,SHEET 19� ,'1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13� IT— HEADER DETAIL J� AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K,SHEET 'B'.SHEET 18; \ HEADER DETAIL'C',SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW. INSTALLATION JAMB DETA0.'I2',SHEET 10;INSTALLATION 18;INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'$'Kc',SHEET 14 DETAILS'Bw'&'Bc, DETAILS'W Vie.SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13 SHEETS 12&13 I�--- MAX.UNIT WIDTH UNIT WIDTH -----�"� 1 PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE 1 R' 'L' 'M' 'F' 1 M' F, F P MAX. i MAX.UNIT NOM. •' i NOM. UNIT ♦ppm.ndatmp111gwills 1w HEIGHT PANEL & / / PANEL l/ HEIGHT vow t,�PER WIDTH TYP. WIDTH TYP. / PERN9 �7f !TABLES MAX. SEE PER iSEE MAX• PER TABLES N9A, L�1-3 DLO TABLES 1-3 DLO TABLES 1-31-3 nlrv4xlCoMro NOTE 2, 1 OTE 2, HEIGHT SHEET 15 { SHEET 15 HEIGHT ar. ' 0 .``O�IY LYNN M/( 1 0 X X X i X X a��•'�iGE.....'. EXAMPLE: OXXXp SILL DETAIL E',SHEET 18;f EXAMPLE:XXXO SILL DETAIL'P,SHEET 18; J _ I•lo.56!05 tits INSTALLATION DETAILS (4-TRACK BY-PASS) INSTALLATION DETAILS (3-TRACK,RIGHT POCKET) 'Fw&'Fc',SHEETS 12&13 w' _ 0'•, eta 'E &'Ec',SHEETS 12&13 Ia �S !�! i[ F SC faWO15 A CHANGES THIS SHEET 1om1><dwoLOOYnwE EXAMPLEELEVATIONS :•� 5�•.,�tORiOP..•'\a\;�` N.VENICE.FL S1T76 "� la1a,� SERIES 770 ALUM.SGD-LM IMPACT /,S/0NF�1.�;,' � �,,. •,,,e Gw Ms A.L4A MlLLEIi,P.E. o,..e.n aww a.r: soano NTS 18 r 22 P070130 A P.E.NseTos JR 10110114 CERT.CfAUIN.43Y116 .. .. . . . .. .. . . . . . . . . . . . PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LocKSTK E ASTRAGAL AS "TRAGAL .ASTR4GAL INT C ER EXj ORNER EXT CORNER INT CORNER EM CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK B*X OUT SO%IN 90 LOCA TILE L�STILE 90 RECEIVER 90 RECEIVER 36 RECEIVER 36 RECEIVER TYPES OUT IN STILE W1 HANDLE Box OUT B XIt yI HpN•LE yWHAyDLE1 WI HA LE /LHANOLE Wl HANOLE W/HANDLE 90 RE Wl HANDLE Wl HANDLE �' a„6 K•/„L9 N31 N31 '-� -- • •• • #120 0Y19 081 01 6 �O001 SINGLE INTERLOCK 0�3- F PP K LLJJ ((ffLLLll TR TQ TC TA TV TW OUT • Iarg1 •• ••• INTERLOCK �^ B E P A • • • • • •1 C• •SQ SC SA SV SV I/ IN alox FIXED - RR R S+ • • see ” FD FC FV FW STILE ROpfOVO (50aI00 LOCK3TILE DJ J J W/HANDLE w ASTRAGAL / p PANEL NOTES: BOX OUT WI HANDLE L �soxa9O 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGALA/ SIZES 81 DESIGN PRESSURE. BOX IN ►Y LEFT QINTERIOR RIGHT 2,PANEL TYPES NOT SHOWN OR CROSSED OFF w W/HANDLE I=19PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS )— ASTRAGAL T U STILE 1vl EXTERI R STILE AND ARE NOT AVAILABLE. U) BOX OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES OXO1m Imom (#61),CORNER RECEIVER(9118)AND EITHER Iy ASTRAGAL T / PANEL'E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(0119)OR INTERIOR(4120)CORNER (jl BOX IN iJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J Isoxwl 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES IN, LOCKCORSTINER'E RT ^� / (#61)AND CORNER ADDON(#3190 J W/HANDLE#120 .232' w EXT CORNER /'�C SILL RISERS OPTIONS 2,�• Z OO LOCKSTILE QT QV I+- .232” EXTERIOR EXTERIOR Q WI HANDLE 0119 �- �-' EXT CORNER�,?\Q CT C^ EXTERIOR I 2 EXT R .062• 4.055" 90 RECEIVER /v' ``J j\/t-_', 1,� .062" 3.305' W/HANDLE 0118 2.555' INT DGR_ *1 A T AS DF �6r ' - 1 W RECEIVER 441 W/HANDLE EXT CORNER f1i6 /'� ALL RISER,FLAT' SILL RISER FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER -�-�' V F (9FLUSH,1-1/2' 20 LOW,21— 22 MEDIUM,3.1/4" 24 HIGH,4" EXTCOR14ER 031 ,760• - Pbpp--d am comppIW Wilk IM 135 RECEIVER VT VS VF EXTERIOR ftzW/HANDLE A87 � 750" EXT I R (� .062" t1AA0NTCORNER31 E%TERIOR EXTERIOR I —��'� - ,032• Vmi ds 35 RECEIVER WT WS WF a� •�• a •082• 4.OSS WIHANDLE 087 3.305" 0T. �.._ .0�• 2.655" I 1.587' _ j ;` 1y LYNN qNN• l�cc i SILL RISER.BOXI' SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX 19• FLUSH,1-1/2" 2, LOW,2-1/2' 23 MEDIUM,3-1/4" 25 HIGH,4" _ ` No.50705 •''� NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 :•t) q-- o,el..• :� . ( 1 �f;:Ili: � a SC IW&W16 NO CHANGES THIS SHEETSCI SIAtUf jU`` 10707FOMOLO0VDRIVE PANEL TYPES %'Ot•'••.�'coRluP.•''• �; N VENICE,FL 31278 >." %,�,5��''•••...•'I C\�'�' ro„Na, SERIES 770 ALUM.SGD-LM IMPACT1p,;ILL- a•I.tnr. sols +wt u"•�oKa '�' A{VNNIRt�2.P.E. �~ D11 CERT.CFAUill02a29a SGD-770 NTS r7 d 22 PGT0130 A P.E.055705 ✓R fa1a14 . . ... . . . ... ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 80 OR 6i 105 • • • • KPpp • 1T FULL LENGTH t4 • ••• • • : • • 107- 14 Ua 708 OF JAMB 5 O tlR e • • w • 18 5 60 OR 81 •���' Gt 80 OR 81 2-TRACK JAMS • • • 2-TRACK JAMB (SHOWN 6 SEE DETAIL Gt CLIP#105 WITH _ FOR FIXED LOCK PARpT 6"LONG OPERA L 80 PANEL CLIP 758 107-11 105 W/RETAINER#106 • • • • 113 @ PANS ) • • • • • • • MIDSPAN (SHOWN WITH •• • • • • SEE DETAIL G2 FIXED PANEL TO LOCK 7 • • • s OD3 FOR FIXED 80 OR 61 5 THE INTERIOR) �E._T 103 113 7s&1 -11 • • • • PANEL CLIP 5 103 •• • • • • • •• • �EXTERtO it6o 6112 16 17 GTH � 60 OR 61 15EXTERIOR 910X 312-TRACK JAMB 2-TRACK JAMB ' xE TER mIDEXTE O �l EXTERIOR �v/SMS,XCLIP#80 OR#105 61 W/SCREEN 6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB ® (SHOWNWITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH (SHOWN WITH MIDSPAso NFIXED PANELTO OPERABLE PANEL) FIXED PANELTO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) 53 I-1 THE EXTERIOR) THE INTERIOR) IDEXTERIOR p yEXTERIOR 2 112 1 3 4 5 45 ti 6 113 5 113 EXTERIOR 69 EXTERIOR 52 51 89 89 EXTERIOR 53 a a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK ®C FRAME HEAD EIGHT PER 4-TRACK MAX.UNIT OPT.SCREEN FRAME HEAD FRAME HEAD TABLES 1-3 TRACK 53 69 69 89 EXTERIOR EXTERIOR 72 OR 73 �Ppravtdmm� MNnewhLtst 62 51 72 OR 73 <D 72 OR 73 D uW t 48 11 173 X11 9 11 10 MYm�OwlrProdnrl Con' 11 48 4T p 6 EXTERIOR 112 6 113 113 By 5 5 ��(IYiNN rEN 2-TRACK W/SCREEN4•TR 3-TRACK `\ �1CJ rlsf ACK FRAME SILL �FRAME SILL KZ7FRAME SILL +' ' Nu.56.105 it = 'ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 051' �a'20 11�,SHEETS 6 8 FOR DP(PSF)ASSOCIATED WITH STILE. 'Oh vr sc 10AW0+5 a W CFLINGE8THIS SHEET1070TECHNOIAOY1 RNE VERTICAL SECTION DETAILS %���;'•.FLORID?••' (: M VENN10E Fl 4z7a +Naat�n SERIES 770 ALUM.SGD-LM IMPACT A.LYNN'I uh P.E. ow ® gpp 770 NITS 18 •22 PGTO130 A P.E.O 58705 JR l0n0114 CERT.OFAIITN.929M . . ... . . . ... .. .. . . . .. .. . . . . . . . • . . ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) • • • • •• 4INTERIOR 61 113 116 • • • • 10 • •• *Ill 2g • • • • • 113 a0 • • • • 1 • • • • • 27 � • • • 103 g2 111 83 80 OR 81 60 OR 61 65 120 • • •• ••85 • •• 90° EXTERIOR � EXTERIOR 111 B2 •• •EXTERK)R • • • INTERIOR EXTERIOR v P-HOOK FOR FLAT SILLS V P-HOOK FOR BOX SILLS (� INTERIOR (EXT.OR INT.MOUNT) K�EXT.MOUNT ONLY �r 90` p� 60 OR 81 LpOK PgR7 p0K PART 75 8 107 81 768107-tt b&107-11 et 6 INTERLOCK 07.1 14 113 80 80 61 81 116 %gwwb F EXTERIOR 113 7LEXTERIOR 113 113 103 8115EXTERIOR 67 68 SIDE L1 WITH STANDARD STILESTANDARD ASTRAGAL S 60 L2 WITHEAVY-DUTY STILES#61 N1 2 TRACK SHOWN TY ASTRAGAL#68 j6jh90'OUTSIDE CORNER W2-TRACK 90' SHOWNER 'ITEM#61(HEAVY-DUTY STILE)SHOWN,ITEM#BO EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 758107-11 4 INTERIOR 5 4 INTERIOR 135° 5 4ppmed u w plylalwith W 11 81orWA bind t 7 135° Oue c 14 5 61 32 NOAH - 103 Mlrml a rod 61 EXTERIOR g1. 111. 32 11 5 OCK PARTS 31 103 81 „(�,EXTERIOR 7 `��\tV LYPIN M1(i i� 75&107-11 V 14 135'INSIDE CORNER �. ��'• �•• '• ��i+ 0 2-TRACK SHOWN 136-OUTSIDE CORNER hlo.!j8'105 01 2-TRACK SHOWN _ V Y- °'°o" % `•. STN H sc N-1.1.14 CHANGE9TWSSHEE7 w707ECHNOIoc»OR+vE HORIZONTAL SECTION DETAILS,CORNERS b.aoirAVENIC$FL 31276 � `IOR10hSERIES 770 ALUM.SGD-LM IMPACTALYNN R(ILWRE. JR O.w: CERT.°FA •'� ° ® SOD-770 NTS 19 r 22 PGT0130 A P.E.666705 .. .. . . . .. .. ssr . . . . . . . . . . Item PGT PGT# Descriptlon Item PGT PGT# Description NOTES: Dw # • DIN # 1)ALL ALUMINUM=6063-T8 1 17308 817308 2-TRACK HEAD r-6— OMMUS71:00114SEAL SPACEROMPOSME 58 • • NAl.ANVE)SWANI)a CARDINAL XL EDGE SPACER 2)ITEMS#33-39.'67-60.68,78,84$9, 2 17303 817303 2-TRACK HEAD WITH SCREEN RAL • 3 17309 617309 3-TRACK HEAD Of •17325 01132 8 PANEL E 121 8 122 ARE NOT USED AND ARE 4 17312 617312 4 TRACK HEAD • 81 17328 817328 • PANES 1873E(HE# DUTY) NOT PART OF THIS APPROVAL. 6 17314 817314 FRAME SCREW COVER 82 17327 877327 INTERLOCK ADAP70R 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEA DfJAMB ADD-ON 63 1225 6TP248 VINYL BULB WS7P.-THIN INSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL stag •17 71 9 SILL END WEATHERSTRIP PAD ANCHORS(dj 24"MAX.O.C. 8 17301 817301 2 TRA(C<SILL Wmi SCREEN RAIL 8'i "M •817328• 0 W COVER 9 17307 617301 3-TRACK SILL 1 9• A ARAGAL• 10 17310 817310 4 TTIACK SILL M 17" •817 AVY DUTY AL 11 17313 017313 FRAME SILLTRACK INSERT 89 17 4 e17e24• 109 i BOMM RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17318 017316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1 1895 71895 1-112'X t'X3/4'HIGH FIN SEAL DUST PLUGS 141730.5 817305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 817302 2-TRACK JAMB WIT"SCREEN RAIL 73 6163 75163N TANDEM NYLON ROLLER ASSY. 1e 17306 617308 3-TRACK JAMB 14 SILICONE DOW-09, OW-W5 OR 0E-7700 17 17311 617311 4-TRACK JAMB 76 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WRONG TRIM PLATE 18 17322 017322 SILL RISER-FLAT,FLUSH,1.1/2' 70 71032X1FPFX 01032 X 1'FL.SS SCREW W/TYPE'F"TIP 19 17319 817319 SILL RISER-BOX FLUSH,1.1/2" 77 7103239 1032 STEEL ZINC U-tUT 20 17321 617321 SILL RISER•FLAT,LOW,2-1/2' 79 17357 617357 1'b BEAD 21 17318 617318 SILL RISER-BOX,LOW,2-1/2' 80 17359 617359 7/18"BEAD/FDCED PANEL CLP 22 1T355 017355 SILL RISER-FLAT,MEDIUM,3.1/4- 81 1736D 817380 9118'BEAD 23 17354 617354 SILL RISER•BOX,MEDIUM,34/4' 82 1224 OTP247K VINYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER•FLAT,HD11,4- 83 61745 1745 LOWE INC,112'X VII SOL SDE ADI,TAPE,POLYETH. 25 17320 817320 BLL RISER-BOX HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKETP-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 7898 71698 OUST PLUG 28 17334 817334 POCKET P-HOOK MOUNT 103 8188 78180X i'KEEPER 29 17335 817335 P-HOOK COVER 104 653 7SOKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR BOXRISER 105 17314 877314 FOEDPANELCLP-9'LON6 31 17378 817378 135 CORNER 106 17352 617352 FDCED PANEL RETAINER-9'18' 32 17370 817376 135 FD/_D MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WRH THUMB TURN ITEMS 4043 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE 40 4319 812258 SCREEN SIDE HAL-LOCKSTILE 109 1731 75162SN HANDLE KR-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78118 HANDLE KT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710)04PPSDAX 01D X 3/4'PH.PN.TEK-S.S. 43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67618 WSTP,.27OX.170-FIN SEAL 44 4428 84428 SCREEN DOUBLE NTERLOCK 113 1712 64006 .187'X.23(-FNSEAL 45 4317 812258 SCREEN TOP RAIL 114 7tOX115PPX N10X 1-712' 40 4318 812257 SCREEN BOTTOM RAIL 115 710WPT #10 X 1' 47 888 76RAZ STANDARD ROLLER 118 T20X1X 014.20X7"ST FhsrWa d l ft Ckcopilug nitY IN 48 800 7SRAX STANDARD ROLLER-ST,STL 117 7MI12X 14-20X1-Ire S.S. Date BuMlr�g_ _ Cj 20,_ O.0 .20 7.! 49 4344 64344 SCREEN ASTRAGAL 110 17338 817338 90 DEGREE CORNER RECOVER NaAN 50 17349 617349 0X0 SCREEN ASTRAGAL ADAPTER 119 17337 817337 90 DEGREE OUTSIDE CORNER AS7RAGAL ed O de roduc C 51 1892 81692 SCREEN SPLINE-.185' 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL By. 1694 61694 SCREEN SPLINE-.760' 123 17352 017352 FU(ED PANEL RETAINER,7A8' LY'W / 53 61016020 SCREEN CLOTH ` OR1l.; 4!/. i� 54 1725 1/2'X4'X1118'SET.BLOCK,NEOPRENE 85 /-5 r,••'��L;rN.SF''•.F9 55 1728 1'X 4'X 1/18'SET.BLOCK,NEOPRENE 85 H-5 '� _' /• Mn.58705 _ NOTES: _ 1)ALL ALUMINUM=6063-T6 'c � oyr 2)ITEMS#33-39,57-59.66,78,84-99,121'8 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. OW' f 0 t' l•(I" mrrw $l'Q D I�'JP 1 UJ•` 3C104Y1016 A DEDXL EDGESPACER TO PARTK56 RTS LIST <A�O '•.r`lORrt)?.'•('����` f0701ECJGNOL00YDlNVE7 ' %tC, t\�� N.VENM, a4aTs +� 1�O1�F •G; nwlNealbo SERIES770ALUM.SGD-LM IMPACT ,, JJ ' 10/815 A �.rwac •"w• °° A.LYNN MILLER,P.E. rA7 1d7W14 0. cEAlr.curAum.a9zee SOO-,. NTS 20 •22 PGT0190 A P,E.a667os . ... ... • • • 5.069" 8.562" - ­11 1.38" 1.36' 0.080" • • • • 1.872"}F- • • • • • • • 1.505' 1.211" • • • • 0.081" 1.019" Irfl- • • • 0.062' 0.081' 0.081' 02-TRACK HEAD 70 4-TRACK SILL SCREEN (6063-T6 AL) (8083-T6 AL) 40 STILE •• • • • •• ••• •• 8.198" (6083-T8 AL) • • • • • • • • • 5.069' 8.188' 8.58"• • • • •• • • �I • • r+- 1.045" s • • •0'11"^'� • 1 1.211" 1.505" r yerc1.993" 0.062" 0.081" 2O2-TRACK HEAD W/SCREEN TRACK-1 &TRACK SILL (6063-T6 AL) (6063-T6 AL) la 2-TRACK JAMB TOPE 45RAIL (6083-T6 AL) (6083-TB AL) - - 7.105" 6.221" 2-TRACK JAMB WI C, SCREEN TRACK 0.080" (6063-T6 AL) 1.36" 1505" 0.876' . 1.211" 1-J. I + 1 1.36" 1.993" 0.081" O3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK L 0:062" (6083-T6 AL) (8083-T6 AL) 0.081" SCREEN 4S BOTTOM RAIL (6063-T6 AL) 9.142" 4.49' 0.081" 0.080" 1.211" 1.505" 7.105" 9.141" 0.081" Oa 4-TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-TB AL) 0.060' 4pprorrd u ampyla�•1a q. 1.514" 0.082" F oAd,W Wit{C.60.760" ROAM 1.260" 0.532" M1,01 Dde Produm Cb, y 0.060" 1.516" 1.990" 8r. FRAM1E-HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN e 12 13OADD-ON <ADD-ON ENDADD-ON is 3-TRACK JAMB �,0.• vc[ws.:''.:<'i/+ - (6063-T6 AL) (6063-T6 AL) (8083-T6 AL) (806346 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS �� 4-TRACK063-T6 L) AM13 No.5B705 OR 3/18"MASONRY OR 3/16"MASONRY O(6063-T8 AL) -- SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. ; fit LY- qm"W, o..rr.• (j•'•, STNI 01 !G: 9C CHANOE9 THISSHEEf Fl n'lV1 .f '•�: lfuo fECHHOLooroaroE EXTRUSIONS %, F::.`;•••.. i j..•• +�r�; H vEHrcE M SERIES 770 ALUM.SGD-LM IMPACT '%%Vowm (81/NeodB00 r.,.,vt srr rrr ar»"�ri ,w: A.LYNN MIILLER"P".E'. �,IR•f o.x cErtr.ovunHrlene SOo-770 NTS 21 +22 PGT0130 A P.E.@58705 0.83"� 3.802" � l 0.718" 2•�" 0.752" -[ 3.802" • • 1:4 • • •• 0.685' 0.752' • 1.163" 0.674" • • • • •• • 0•j�• 0.082" LL4�F_ 0.080» •• ••• • 06067 • 0.233" 0.062" 0.264" 0.075" P_HOOK MOUNTING • P-HOOK SCREW a FRAME 11 SILL 2e P-HOOK 2e 3o P-HOOK FOR BOX RISER SCREW COVER OTRACK O OADAPTOR 29 COVER 0.080" (6063-T6 AL) (8083-T6 AL) (8083-T8 AL) ( (6063-T6 AL) 6063-T6 AL) (8083-T8 AL •• • • • •• ••• • • • • • • • • • •0 4» 155" 4" • • • :60 • • 2,30" 1.488" • • 1.739" -y 0.060" • • • 0.830" 0.062" 1.600 0.133" 1.600 0•�2" 1.303' 080" 1.870" I I 1.888" 0.325" .016" 1.974' 1+- 3.125" I.--- 0`062' 3.125" 2.44" INTERLOCK OINTERLOCK 31 135°CORNER 32 135'FIXED MOUNT 60 STANDARD STILE et HEAVY DUTY STILE 52 ADAPTER 85 SCREW COVER (6083-T8 AL) (6063-T8 AL) (6063-T6 AL) (606346 AL) (6063-T8 AL) (6063-T6 AL) 3.979" 3.979" F- 4.125' 1.050"��1.050" I-�- 1.050" IJ 0.075" 0.076 1,645" 1.645" 0.082" 1.304' .28 ,045" .611" .485" Enq I f . 3.25" ir- .045" - 045" li I 0.125"' 0.281' GLAZING 7/'16"GLAZING 9/18'GLAZING sr STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL re BEAD I.G. 5o BEAD,FIXED 5t BEAD (6063-T6 AL) (6063-T8 AL) (6083-TB AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-76 AL) 1.003" 1.03" 4' � 5.621" � 0.757" �0.080' 0.050' O FIXED Fl*rWaal a eomptylef Mt►t6° 0.133' pA�y eel�h 201 C105)PANEL CLIP 0.709" 2.693" 0.133" 1.488" „pV,JlIP� (8083-T8 AL) 1'498" NlealMd� ect(beftal 0.080" .550' -"-•I 0.863 U 4" Or 0.709" FIXED PANEL 5.821" IYNN �� 123 120 90'INSIDE CORNER ASTRAGAL �"�p .-...••!1/( O RETAINER,7/8" 0.080' -4 (6063-T6 AL) 2,826" t to 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) LtGf•.N c,: •., , (8063-T8 AL) � FIXE D PANEL Ltt6 90'CORNER RECEIVER No.5(+705'X (+705 to8 RETAINER,9/16" (8063-T6 AL) u (6063-T6 AL) S ' )' scr r ,071 Sc e` taenofa a NO CHANGESmrs SHEET :Q tororECNNaoorrn/vE EXTRUSIONS %°!`,,'•.;tomo a;\��\;' N.VENICE FL 34275 SERIES 770ALUM.SGD-LMIMPACT I P.E. yv 6w sc+o-rm NTS 22 +22 �PGTO130 a.CJriNlAtl�k JR 1d W CERT.OFAUM.fMW A P.E.a 56705 } 'r MIAMI•DADE MIAMI-DADE 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.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, 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. 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 otlVwise noted herein. ••" ••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and there I%s•been ••••;. no change in the applicable building code negatively affecting the performance of tIN'DwJuct. ••• ...... TERMINATION of this NOA will occur after the expiration date or if there has bwa0a,revisiot"too range • • in the materials, use, and/or manufacture of the product or process. Misuse of this 14OA•as an entibtfement •'.•0 . of any product, for sales, advertising or any other purposes shall automatically tertrnitj a this NOR-•F'Ailure •••• to comply with any section of this NOA shall be cause for termination and removal dPNVA. '• •••• • . . ADVERTISEMENT: The NOA number preceded by the words Miami-Dads..Cou. .pty, Fjorida, and o o--o- followed by the expiration date may be displayed in advertising literature. If any.porion of 0MA is • displayed,then it shall be done in its entirety. •..• 0000 • • . . 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 and renews NOA# 14-1105.01 and consists of this p 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P. . NOA No.16-0218.03 MIAMI-DADE coExpiration Date: May 26,2021 �f j1 Approval Date: April 14 2016 Pagel x i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifoim 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-I thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resour�j$CUR). '..'.' ••••�• E. MATERIAL CERTIFICATIONS •••• "" • 1. None. •• ' D4huza UZI Manue a ez,P.E. Product Cont of aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 1 *;. PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. ...... .. . ...... Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: e NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE �� � EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X R 2X WOOD BUCKS IF USED, GENERAL NOTES................_.........1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. -INSTRUCTIONS............_................1 0 ELEVATIONS-..........._..........._.......1 i K FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2x WOOD........................2 c= MULTIPLE [—OPENI"G WIDTH FOR VERTICAL MULDETL ARCHES TONE MULL To MAS....... MULLIONS � 9EE MULL.5 INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES..................2 RECTANGUAR NOT HAVE A GAP OF MORE THAN 114-FROM THE CLIP. MULL TO MASONRY....... 3 N LO A-D.G.H: SHAPE MULL TO STEEL STUD..........._......3 SHEETS 2-3 3 m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL To MULL........_............_........3 Z � - T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS..........................3 ALTIN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INS GLIAS...._........_._..4 0 BAY MULL MULLSPECS.._..._.....4 1 X 2 X.125 MULL SPECS.........._...5 J W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECSSPEC........_..e INSTRUCTIONS. t X 275 X.375 MULLSPECS....... / 7 1X2.75 X.65 MULL SPECS_._...__6 W Z 0 0 TERMINE PRESSURES SEE R TSU O; / 1 / 11 SEE DETAILS 5)USE THE ANCHORAGE ORITHE COMMON ULLION,SEENEXAMPLY OL SON THIS SHEET AND SHEET 24.FOR MULADJACENT FENESTRATION PRODUCTS TO DTIEPLE UNI S.CONS DER�D 1 X 4 X.1X.500 MULL SPECS........9 j O 1 X4X6X.MULL LL SP..............10 3nEEr3 2-3 ATHRU G. ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS_..11 F Q SHEETS 23 1 X 4 X.376 T MULL SPECS...._..11 W PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 7.25 X 3.188 X.285 MULL SPEC5...12 ] J 1 1 III OPENING 1.25 X 3.25 X.100 MULL SPECS.._.13 Z W i VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.62a MULL SPECS.._.t4 MULL FOR 1.25 X 3.94 X.824 MULL SPECS.....15 W LENGTH Ho MULL 7) 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.MUST 2 X 4 X.25 MULL SPECS...._._.._...16 Q Q e- Z� SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS..........._.17 '- �/ SHEET 3 30'X 2.11 X Y M MULL SPECS.._16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT 30•X 3.25 BAY MULL$PEGS.........19 Z H ¢ N O REACTIONS. 45'X 3.25 SAY MULL SPECS....._..20 Q 0 Z MULLION&CLIP DIMENSIONS-....21-23 F Zs FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES 1&2.........._.................24 N -jh 8�. `- LOADING EXAMPLES.._..........._...25 (1) PRODUCTS MAY BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z tn N MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED UQ 0 Q Q O / III BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. z In - I 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. d�g m0 � /SEE DETAILS S €� A-D.G.H: it)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I HORIZONTAL SHEETS 23 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. I-- MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING USING THE ASCE-T STANDARD. I—HORIZ.MULL LENGTH{ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL rOPENING WIDTH -I T��LENGTH I" I 7II-- �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULAR/iRAPEZOIDAL'. OPEFBNc 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING .co.pl i REVISED HEIGHT ss camplyinUl wlYl YIe FIDtiA THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Buildin6Code OPENING MULL `' �' HORIZ. {� ` VERT. MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT2)FOR THE OPENING OBTAINED IN Acpipmca ND I Zy� HEIGHT LENGTH MULL / )� / IAULL STEP 1). E tali Dn10 1 I { LENGTH L L ILL 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE.FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE µms. � � REPRESENTS THE WINOIOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENW-4VID700 • • • • • •• SHEETAND SINGLE MULLION SINGLE MULLION FOR ViR-T;�MULL 0IN(i)1NIDTH•� • •ANCHOR/SSBSTRATE/ANCHO CLIP PATTERN MAY APPLYHE ANCHOR CAPACITY(Ml TABLE ON THE )SELECT AN ANCHOR CLAP PATTERN AND VERIFY THAT THENREQU REQUIRED ANCHOR ;�\�\�UNV;�Ervs AI/(�FQ •FORVEI4TIQAL MOLL• •& •GAVIAL V ISIV. P=.' MUlTISA• ••• •^iii,,., 1 SEE CORRESPONDING DETAILS i g �``Y'N ]) A MULLION CAPACITY(LBS/F7')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE _ U'' No.58705 _ FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE --O;� STANDARDS USED: • ••• • • 8)VERI ?T E I N PRESSURE RATING(LBSIM)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ITfrr,4 ((/; •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION • • • • • •CAPAC S P QBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %��c� •.,F p.•' N. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION • • • ••• • lOR1D •PRGD LASSEiMBLY. ��1 ....... `J ALUMINUM DESIGN MANUAL,ADM-2010 •• • • • THIS NOA TO APPLY FOR A PERMIT. 09)HIGWGW OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING A. �f`��(' 4'4 •AISI-5100-07/S2-2010 • •• • • • • A.LFLNFo 05\E' •• • • • • ••• • • ••• • • 00 00 • • • • • • • • • • +R+ A O DETAIL A: DETAIL B: MULLION o r MULLION 70 2X WOOD BUCK MULLION TYP.ANCHOR P�y MULLION ATTACHED TO IX BucKsiwP PER SUBSTRATE, o�A OR WOOD FRAMING WOOD BUCK AND MASONRY Al fAAFM/ENT SEE SEE TABLES 1B-18B G!(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. N SEE NOTE I, m SHEET 1. I MULLION I '..I Z C4 '••� I I. I .EE SHEETSe ° I MIN 23 KSI ••.. - EDGE � W k 1 ° 21S-2S FOR HOLE d je I I CONCRETE OR CMU ^ �DISTPNCE, J I I I I SEE SEE TABLES N EITHER THE I LOCATIONS e I DISTANCE STANDARD OR ! I m I a FOREDGEMASONRYIB-18B 8 O OFFSET MULL a EDGE a 8 CLIP MAV BE DISTANCE ,(/ ° ANCHORS m Q O f- INSTALLEDBY d I 1i SC EN'S D L m I I SIDE VIEW Z J TMS METHOD. .25V KM FOR a e° °° ~ O J a ALL MULLIONS < - ERHERTHE }: 7 STANDARD C)yq' m � de OFFSET Y BE ? � CLIP MAY BE � ��p W <d a a a INSTALLED BY Nb Z ° EXTERIOR THIS METH Q Z d EDGE — r ° d a DISTANCE 4 Z O e e d FOR - \°. ° ed Z Z N r- ° MASONRY ° F F OD p Q THE OFFSET CLIPS ANCHORS QSa'O a` RECOMMENDED FOR �7 FIN-FRAMED EXTERIOR °° wlNDows.BUT MAr Y Y ALSO BE USED FOR OTHER FRAME TYPES. 0 Z Q O O a.. z o TYP.ANCHOR � °' ...1 TYP.ANCHOR PER SUBSTRATE. TYP ANCHOR PER SUBSTRATE, SEE TABLES IB468 PER SUBSTRATE. SE: . .'-' EE TABIPS 1&188 SEE TABLES ATE, EDGE/ENO SUCKSTRIP DISTANCE AND SEE TABLES ATTACHMENT BUCKSTRIP 1B-168 T By OTHERS. EMBEDMENT AND EMBEDMENT' SEENOTE I• L SHEET 1. ATTACHMENT '• , . BY OTHERS. . SEE NOTE 1. ' SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRQDucTzwith D SIDE VIEW as jidingy1od w101he neTidll Building Code ACMPIm NO FRONT VIEW Date /yp21 B INSTALLATION NOTES: Miami Hvduct 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I I ••�� • • • • •• \�\N\e.)VYNP)4'Ile��i� 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOV,;ME F84 WTORIAi RFWRE6EWATION• � t\O\ F i ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY QN THE ANCHOR TOlNCHOR EIS1%N ,TAF .•\11;f NSF '•.'9 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REF@R Ta Tt Tj 51THE • F?- ','�T/� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTEF�IOR%I�MA�•qUS D.• •• _ '� ND.58705 es 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. (/l 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • • • • g `I E OF -j 0'•.• \. 5)FOR MASONRY APPLICATIONS IN MNMI-0ADECOUNT`RUSl ONLTMIAMI-D,Tt�OUCTY3PPROV*D • • • ��CC f10tkt0P' RC2 ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASO%YINC;HQRS. / A�- • •• • • • • A.LOIVFLJP.IE.#58 05 L EWE. • • • 000 • • • • • • • • • • • • DETAIL E: T --1 .126'MIN. MULLION TO MULLION �(�DETAIL C: INTERSECTION NOTES: ^� MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE-OR-CROSS' � O (STANDARD CLIP SHOWN) VARIES INTERSECTIONS. u oY g U 2)MAY BE INSTALLED HORIZONTALLY � (SHOWN)OR VERTICALLY. N I TYP.ANCHOR ` ETHISMETHOD I PER SUBSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 7f m I I SEE TABLES IB-t3B FOR CORRESPONDING MULLION. Z M co I TOP VIEW }}-- I I I e EDGE DISTANCE MULLION W II I FOR MASONRY VARIES J W . I I I ANCHORS N12 STEEL SCREWS. _ En `\SELF-DRK.LINGORPRE-ORILL mL w 1 MULLION AND USE SMS Ill 00 w / _ O MULLION H Do co Z J EXTERIOR °` s O ° 7HE OFFSET CLIP IS g EDGE DISTANCE ° RECOMMENDED FOR FOR MASONRY `. FIN-FRAMED LINTERSECTION \\ W ANCHORS �� ° WINDOWS,BUT MAY U-CLIP � F-p v Z ALSO BE USED FOR J fn OTHER FRAME TYPES. EXTERIOR Z d F TYP.ANCHOR ° Z Z Q N PER SUBSTRATE, ° 4 Z co O SEE TABLES 18-13B SEE SHELE LOC TFOR H RO TYP.ANCHOR HOLE LOCATIONS g O O PER.UBSTRATE, BUCARIP SEE TABLES iB-13B FRONT VIEW EDGE " w F R DISTANCE ATTACHMENT BY OTHERS, SEE TIABL3B V 'Z Q SEE NOTE 1. Q 0 EMBEDMFM . SHEET 1, - - EDGE d Z m0 �— a � 5E TABLES SIDE VIEWC � MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU IB-139 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) JSTRI.CTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. /"''PER SUBSTRATE, / SEE TABLES 18.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCTREVISCD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR :rs complying with 0u F[wids CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LIONSOLE Bonding Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONSPxpijwi DateMULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. By4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Dada L5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE"LY"WI-D•DECOUNtY APARO%ED •• D STANCE ���\ . V'PN AqELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MA$ONRiANCHORS.: • • • OR STEEL STUDS THINNER THAN9EE TABLES � /LFRONT VIEW GA AND COMPLIANT WITH THE FL BUILDING1&t38OD.A 2X WOOD BACKER MUST USED. • • • •• /f ATTACHMENT BV OTHERS. - -;:: NO.56%U' F •• ••• •• • EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW `K /// — NOTES: "L• , g' !6 - 0 LU • • • 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ', E OF ,• LU, • ••• • • • • • • ANCHOR VALUES MAY BE USED. •• • • • : � � • • • • • 2)SEE CORRESPONDING MULLION TABLES, • •• • • • • SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYN�jI r�ILE{?,P.E. •• • FL P.E.#58705 • • • • • • • • • • • N N DETAIL F: DETAIL G: DETAIL H: �R le I FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 8 (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a 0 SEE DETAILS Ate, 30*OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. p`N MULLION O Z -'t O im 0 0 0 W O O O O O O -J1 W O O TOP VIEW g W C3 SIDE VIEWI j cn Cl) SHOWN WITH 1'X4'X.125* TOP VIEW z Ip MULLION I I I I TW.ANCHOR F- PER SUBSTRATE, z U > I / SEE TABLES 16B OR 16B z EXTERIOR g m> C/J I j T IZ TYP.ANCHOR STANDARD MULLION CLIP I I PER SUBSTRATE , EXTERIOR Q Z D�m� MODIFIED TO FR FIELD I SEE TABLES IB-14B CONDITIONS. f ¢j I I 12'X6'ANGLECLIP, ~ Z Q N O I I I 1 2 PER MULLION END,MUST BE Z O Z 1 I I I I I INSTALLED INSIDE OF BAY MULL. F LO O 1 I I —�� , MULLION CD SQ I II I I W J I I I I I O w I I I 2'X67'X.125' N L0 U) I ANGLE CLIP. VZ Q O 0 CO I I I 2 PER MULLION END, Q Z B.\ 1 I MUST BE INSTALLED d N m� I I I I INSIDE OF MULL. 1 I 6 I \ TYP.ANCHOR —PER SUBSTRATE, SEE TABLES I121445 INTO WOOD. l�f/J STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTE RIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR E0151PT1C -� r'Rf.OUCT RFVIS[D O E, PNCN� f m complying wish lho Florida Huilding Code Ac plmlcc No VA-0218•o © I INTO WOOD.STEEL, I` O Eapimlian Datc ZI JALUM.CMU OR MASONRY y EDGE H ® DISTANCE BY PER Miami Product ANCHOR EDGE L DISTANCE F •• ••• • •• NOTES FOR INSTALLATION OPTION G&H: �� LYNNPER ANCHOR • • • • •• • 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.NOTES FOR INSTALLATION OPTIONS F: •• • i • • • • _ •:�c/ ••• •• • • • •• 2)DETAIL G:SEE TABLES 18-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE "-j;• ND.55 05 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.111'X.12MAULUON. LOCATIONS. = t _ ry. 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE a u.l v •. N tL • • • LOCATIONS. TE 3)THE 2X5 CLIP 1S NOT SUITABLE FOR THIS APPLICATION. ••• •:• : • • • • • • ;��c� �LORI7?P' �G • • • S ,]mpI(� •• • • • � � � • ••• • • A:'LryP{NE#44�R;P.E P. 58705 . • •• • • • • FL Or : • • • • • • • • • • • Of • ••• TABLE 1A Mullion Capacity Table Ibsfltt G! Opening INI7t81(forverllcelMeparr9rg mtrgons)or Opening Helpht(for IoAaorta*Psplmilg mAor•) 701. so N 90 In 100 N 120 N 1401n 180 h d 50 in BO In Rect.n r Tr.pl7n.ng. RWwouler TnprTlla•. Rect.ngu. TCW m v. Rectrwler T1.prTnero. R.d.9dar TrM/TBen9, Red.n•iv TW TIW Rectanpl.r TnplTn.ro. Rxtnp4ar 11ap7711W- R.eWgIA.r Trepl0fen0. 9tl oY Lwdn9 Mang Loading L.&4 Le.'" Lading Loearo L.Wno Loading L-Ing 1X2%.726 ung Lwdn9 14vd.9 LaaAnD Loedro Lo.dro LoedOq Loadro 4r 04 Alum Tube t t t t t t t Z' to Mul Ion o � 21 !I I F - W 42N 111.9 108 129.6 3]2 07.2 108 513.6 725 70.9 409 107.0 721 59.9 408 104./ 319 62.1 409 101,0 319 55.9 408 1D4.0 319 46.6 408 101.0 719 J9.9 Wa 101.0 J19 36.0 109 /01A J19 J = =31. 312 07.6 236 82/ 712 77.1 252 5]A 312 87.0 -ar24,0 J12 63.2 2/8 11.6 312 61.] 2N 37.5 712 61.0 241 ]f.2 ]12 61.0 2N 28.8 312 B1.D 2N 21.4 ]12 61.0 214 � �a � 281 70.6 231 53.2 261 61.5 228 I6.6 2a1 65.7 224 2a1 521 222 J5.5 201 50.1 220 31.9 tet N.7 219 26.6 281 10.3 219 22.8 281 49.J 219 20.0 2a1 40.7 219 m pO 217 57.3 207 43.9 247 19.6 20'1 37.6 217 N.a 199 247 41.3 198 29.2 2+7 39A let 26.3 247 Ja./ 193 21.921730.1 193 18.8 2{7 78.1 197 18.4 247 ]6.1 197 FJ200 11.2 170 320 200 35./ 168 27.4 Z00 J1A 167 200 2a.9 160 21.3 200 27.1 169 19.2 200 25.9 157 16.0 200 25.0 139 161 J5.3 155 21.8 581 70.7 152 21.7 161 26.9 1/9 101 21.5 118 18.1 161 22.8 IN 18.6 181 27.7 11]i 185 30.6 112 Z{.0 163 28.1 139 20.8 165 23.1 178 185 21.0 1S1 W! '0 zW 139 23.3 120 18.5 139 19.9 118 15.9 119 17.6 118 tap u dZ 76In 16.9 123 19.7 109 15.7 123 We 107 � J � Z Q N O 76N 17.5 110 18.2 1D1 Q � Z TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: F tnso 0 Anchor Ce ae{ Table b° OP.)X/ANCHOR CAP.,,„,,,,,,\= N '7 , o � Il00.CMU Filen CMU PTWooO M. ( \ I ANCHOR CAP­ Sub.tnie: 27k Co71/4" 3.3k Colx. MULLION CAP., ,,,,., W )( Y Y 918•Eko 711'S9 Eke 5/16•Elco iH'SS Eko 910$I.N 972 Steel 912 Sled AnGar Type: 110'Elco Utnxon Eko U01- 11NraCon 3'1V Eko U11m. i/4'Eko UII1aed1 A9pieGewr ult c AW.C.br Screw(G5)S1-(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N (n NAnchor Clfp Pattern° CAPACITY REQUIRED'CORRESPONDINGTOANU2-17 z-trY 3-11°• 1• 37re• 2' o+e• 0'S4• 0'3z+- ACTUAL PRESSURE REQUIREMENT FOR THE Q .- Z O O Em0eMn1n1(N: 1-714' 1.14' b01{' 7-711' 2' 7-7/+• 7.111' 1-7/+' 1-711' 1-114' 1-114' 7 7a1e' tare• ie11et OPENING,WHEN IT IS LOWER THAN THE MULLION d m0 2 Anand 0 4.75•MN.O.C./Slendrd or Geed alp(Fq.17 398 R. J90106 450M 8901be 7814 IOs 270161 290Itx 7WA 7IO I6e 37410n 694 I6s 918 M 341 N. 4+21Da 20 Ns CAPACITY FROM THE TABLE)OF THE SELECTED ma. 1 Anclnn @ tots•MN.o.c./stenaw(orobe0 cup(Fig.2t 400 m. Tao V. wA WA WA WA 33015. wA WA WA wAaez m fie5 m. 772o b1 MULLION.T WILL YIELD A MINIMUM ANCHOR rc�4 AnchorsI-MI.O.C/(2)2x5 Angle CSPs 1(Fig.37 78010. 780 ks BaO IOC 758°la 1a9610s SIO 0. 580Th. 780 Wa 71811. 860TH 16921W ee110. 80.5na 172o. CAPACITY WHICH MAYBE USED TO QUALIFY 2 Ansha.0 0.45'MN.O.C./U41p,N10.723'AWm.(Fq.4)-WA WA WA N/A WA WA WA WA NIA WA wA WA WA NIA 713 an ADDITIONAL ANCHOR OPTIONS FROM THE 1 Arc0or/FL.p(Fq.SL 1951. 195 V. 225 4451h. 8221W 775 M 110IW 17710s aro lOs 79710. 3321D. 473 9M 1709. YL11M 2601St ANCHOR CAPACITY TABLE. 3501h. 2 AneM1s MN.O.CI FCYD 6q.8): 24010. WA WA WA WA OF190TH WA WA WA WA WA 317 IDs N21b 58010. NOTE:FOR THE FSETMC' USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the FtOrda 1.000" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Building AcccptalCode plv 'C --� r--- lco No ea v.r Dote I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23Mi. M(.mi a N0dt10t • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.OO FIGURES JHDW SUCiCJ.STED,APPROXIMATE HOLE LOCATIONS. 125" `�O�i • • • • ANGLE CLIP MUST BE USED N PAIRS. • • • 4 SU STIATCS:CQNCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \ `t \CENse • • • •• N ET�c YIOCK IM11T(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED `i V FIGURE 4: FIGURE 5: FIGURE 6: •• • YGELOW 80U7HERN P9NE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 C' 0S ••• •s THICK.S-MELtTUDRTO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.125"MULLION _{ HG.567 ^ `#10&#12 ANCHORS INTO WOOD MAY BES EEL.1"SHORS INTO METAL SHALL DS LEAST AT 10 S.S.CREW THREADS BEYOND _ �� LL! THE MATERIAL L'/l/ 1 DF (L rtogko •• • • • i • ••• • i A.LYNN ry1444ER,�.E. • •• • • • FL P.E.#58705 ••• • • • • • • • TABLE 2A + Munlon Capacity Table Blftr ® ! # Opening Wldth(forv9NcaAyBperWrg molon1)or Opening Helplit(for h°AmIYally-6peMrg mVlorx) 1BON $1 60th Win 701n SO in 90 in iwin 120 in 1401n R"ungdw TraprrdW ang. RWIWgr TM .0 RwtwauW Traprildal•. Redonituler Tep'rdwg. RKWupuW TnpTleng. Rectangular Tmprrdwo Rectangular Tm;gTdrg. Recfel•Iler TrWTdmp. ROdSrQulw Tap/fdarp o �d(L.-Wing $$loading LoeMg LoedNO Loeft LO-00 Lording L-dlng Loedrg 1.00,11011Loadv L..Mv Luaft Loading LM" Loading L-10110 loading �Y U Alurn Mulllooe 0g 6 � g � � � �' � � ' �' �• � 6 N a m t at � O y F- 42N 170.0 620 170.0 435 151.7 662 170.0 1711 120.7 682 170.D 506 113.5 1362 169.5 518 1009 662 188.9 517 90.11 1162 tefi9 517 757 882 1811A 677 84A 862 188.9 517 657 BB2 1659 617 J W 461n 121.8 607 138.0 419 107.4 507 119.2 410 B8A 607 7057 403 780 507 1618 399 67.6 507 99.6 397 60.8 607 no Me 50.7 507 99.0 398 43.4 507 99.0 308 350 607 99.0 396 _ 0 N 60.6761n 103.7 458 1146 379 854 0.58 99.9 371 74.1 4611 90.5 364 64.6 458 81.6 360 67.8 456 61.3 357 61.6 456 600 358 132 458 80.0 356 37.0 458 e0.0 356 324 158 80.0 358 ' O 511n 85.4 400 83.3 336 712 400 809 3211 67.0 400 727 322 514 400 67.3 316 47.5 400 84.0 315 427 400 62.3 311 95.8 400 61.8 313 30.5 400 81.8 773 26.7 400 81.8 319 W C0 F- f0 J 80 N 82.3 324 88.9 278 51.9 324 57.5 270 44.5 324 51.2 264 359 324 459 280 31.6 324 43.9 257 91.7 324 42.0 255 26.0 324 40.5 253 222 324 40.5 253 78.5 321 40.5 253 1-- -_-a - W N 53.8 281 5TA 252 M.e 291 493 248 754 294 43.8 241 33.8 294 39.8 237 29.8 294 37.7 231 78.9 291 35.2 232 221 291 39.5 230 70.2 294 33.4 230 18.8 2114 37.4 230 66 In 4511 268 49.6 230 30.0 26e 124 m 33.4 2611 37.3 721 292 2611 34.1 2111 250 268 37.6 215 23.4 266 28.8 272 795 268 25.0 210 16.7 2611 27.7 209 14.6 268 Z7.7 209 Z V i 7 72N 350 m 77.0 796 70.0 226 322 191 25.7 m 26.4 188 726 726 26.6 1115 20.0 225 23.6 1112 7a0 725 227 180 76.0 225 20.3 177 129 m 19.6 176 11.3 m 19.6 178 0- W 76 fn 30.6 202 37.0 777 255 202 272 173 2L9 207 239 170 19.2 202 21.5 167 77.0 202 79.7 iBS t5.3 202 111.q 183 126 262 157 180 70.9 20x 75.8 1511 9.8 202 15.8 1511 Q J u� 78 In 28.3 192 79.8 166 27.8 1112 25.1 185 20.2 162 22.0 162 17.7 t92 10.7 1511 15.7 162 18.1 157 11.2 792 taB 156 11.8 7112 15.2 152 10.1 182 14.4 750 B.B 192 14.2 150 J e- Z � a �10 90in 155 144 19.0 VIP 1S1 7th 16.1 128 Q Z N r .. 00 p si C3 95 N 15.2 727 15.8 113 j 2 p� TABLE 211 ANCHOR CAPACITY ADJUSTMENT FORMULA: W Anchor Capacity Table(lbs) ANCHOR CAP.,,e,,,,,, X Sufxlnle: 2.7k Concrete 3.51,Cam. 11011-CMU Filed CMU PT Wo odMolal FS'E X( >=ANCHOR CAP. N N `L CITY Srt6 Eko 1M•S9 Elco 51iC Eko 11.1'SS Elco M70 Sieh l 0Q Steel MULLION CA ANCHOR V X Q O O A.I.Typo: 3118•Elco UOrxan 1!1'Eko U1.-- UBmcon 3116'Efw UOmmn 1/1'Elco U81xan App•ONer dY� AppreGnbr Screw(G5) S) Sam-(GS) HIS FORMULA TO OBTAIN THE'Anchor Cllp Pattema CITY REQUIRED'CORRESPONDING TO AN OANCHOR a. �, fnEd9a Claurxa On72.112• 1• 2-t12' 3-tle• +' 2-t!r 1• 2-t7r z 7•tre• 2• o.4e• o.32r AL PRESSURE REQUIREMENT FOR THEEmbldmeM(N): 1•Y4' 1-314• 7-311• 1x11• T 1-vel 1-v4t 114• i-tn• 1-v4• 1-tM• 2• 1JIK terfea ING,WHEN IT IS LOWER THAN THE MULLIONtum®4.75'MNO.C.16lendaN r 081e1 d41Fl0.1y 3B0Ibs 790IIx 150 8x SBO lea 1614 lea 210 Wa 2B0Ibe 354IM 7401°. 7741°. 6018x 8/81bc 1 560 bT.la • O..IStralyd(r OBre)dq(Fp.2>: 41108x 700 k. NIA WA NIA WA awA WA ora BB21he 112°Iba ION IT WIILL ELD ABMIN MUM ANCHOR7� 4 Ancbora @ 3'Min.O.C.I(2)acs AngM dqa/lPo.71 7110 k. 7110 b 860IIx 1560 ax 1e96 lee 510 9x 580 roe WA 7801°. 7481.. 880 ex 1882 M Bet a a 7120 8n CAPACITY WHICH MAY BE USED TO QUALIFY 2 Amlam Q 0.45•MN.O.C.!U471p,Mo.125'Aum.(F19.4): WA WA WA WA NIA WA N/A N/A N!A WA WA NA WA 115 M ADDITIONAL ANCHOR OPTIONS FROM THE 1 AncAr I F13q(Fq•5): IMM 19501 2251°. M5 me 8221° 135 0x 110 roa 11710. 1701oa tai lba 3321°. 4731M 170 ax 211°ax ANCHOR CAPACITY TABLE. 2AmW% 1.15•MN.O.CJ F121p(Fig.B) 21015. 350 lee WA WA NIA WA 1800. WA N!A WA WA WA 341 lea 5800. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - 6R000CT RBVISBD FIGURE 1: FIGURE 2: TABLE NOTES: m complying with On FIOf(IffB Building Code 1 SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Accepance No D • ='06- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. F 7.000' �-- Expitafi-Dale 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. By Product FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 1111 HOLES TO BE DRILLED IN THE FIELDaF&LL@XVi*3 DIMENSIONAL REMRISTIONS SHOWN ON SHEETS 21-23. 2'000' "// FIGURES SHOW SUGGESTED,APRROXIMATE IALEeL00ATISNS! • • • I \��`t\QN;( LYNN df14i • • •• • • • • • L � �i .�'�10ENSC'•.•tp ; ANGLE CLIP MUST BE USED IN PAIRS. Q 375' P - 4)SUBSTRATES:CONCRETE SHALLCQQNFO O*CI 1�1y6�E�t'�FI(��',`1�l'�S.H84OW AND GROUT-FILLED 7\: 1 CONCRETE BLOCK UNIT(CMU)SHkVCOFWQ�1 TOO M C-�0.W�u iW/Y-�E PRESSURE-TREATED _ No.58705 r FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINIUM SHALL BE 606375 AND BE A MINIMUM OF.125' 7'X 2•X.375-MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT - _- • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _v 6 R THE MATERIAL.#10&#12 ANCHORS INTO WOOD M�tY BE STEL,18-8 S.S.QR 410 S•5. '-r0. ,:f[ F •`[(/U • • • ••• • • • • • • \C.7;' • •• • • • • • • • A.l3NN MIbIlEl3,P.E. •• • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FrTABLEAMullloOpeningW th(forvwficaly-9parvinpmt9lons)orOpeningHalght(torhod2a9a9y-sparringmUfon9)50In 60N 701n 80N go In 100in 720N 140N 180NRinWaLnO. Redar•Wr Tnp/fdero. RoctmWw Tnpw.*. FhusnPlar RePlidaog. Rec7enWer Trap qtl�. WdaOWer Tn q. Rb•t�War 73 Ra«X44 Tf+dno. Reel •4rhL-&-Loadev �qp0 Loading Lc9d470 loadkq laadng Lmdnp LoaAnp LoWYq LL•• aaa .376 Alu Mullions 0gggOa a3 g $� g m 0 In ifiv, I i I 111 1.1 jill I I 111if I i 1 1. 11 1 11 1. 11 1, 11 o W /2N 770.0 620 170.0 433 170.0 744 170.0 478 170.0 868 170.0 we 170.0 952 170.0 we 170.0 1118 170.0 621 170.0 1240 170.0 521 140.7 1301 170.0 621 127.6 1301 170.0 521 111.6 1301 170.0 521 J W 481n 170.0 708 170.0 524 170.0 850 170.0 584 Woo 992 170.0 No [4&810.32 170.0 881 151.0 1139 170.0 677 13-8 1139 170.0 869 113.9 1138 170.0 680 97.8 1159 170.0 680 83.4 1139 170.0 880 � 2 .625 In 170.0 7{7 170.0 YI 170.D 896 170.0 631 167.8 1072 170.0 614 170.0723 130.5 1032 170.0 747 117.4 iW2 170.0 756 97.9 1032 170.0 756 63.9 1072 170.0 756 73.1 1D72 170.0 756 W M8 Q MN 170.0 797 170.0 a12 1eiJ 907 170.0 691 138.2 907 164.7 730 164A 720 107.6 907 115.0 711 96.8 907 111.1 710 00.6 907 110.0 70B 60.1 907 140.0 708 80.6 . ZBON 111.1 735 157.3 62S 117.6 735 1J0.3 6117356306 733 91.0 574 60.1 73683N 121.9 866 730.0 670 101.8 686 111.!1 657 87.0 666 PoA K7 90.1 636 07.7 688 63.9 631 BOA 668 79.0 628 50.8 668 76.8 521 p.6 668 75.8 621 Je,1 665 75.6 621 b4 Be in 106.0 807 1124 522 66.3 607 96.1 511 75.7 W7 85.0 501 ffll 7.1 1933. 2 607 63.1 47a 37.9 807 82.7 17{ 73.1 607 627 17/372N 01.6 570 85.8 443 68.0 510 73.0 134 58.3 19 84J 428 7.9 419 15.4 510 3].3 413 40.8 510 50.0 106 34.0 510 15.9292 510 44.4 399 25.5 510 M.3 39969.4 456 72.5 40D 57.8 45a 81.7 392 49.6 458 54.1 383 10.8 378 J8.8 456 44.6 37J 74.7 456 41.8 369 2Q8 /Se 37.7 J62 7A.6 159 38.0 359 21.7 450 15.7 SSe84.2 435 67.0 787 67.5 435 66.6 JT3 15.9 135 18.6 368 41.7 360 357 435 40.9 355 32.1 435 35.7 J51 26.9 435 31.4 744 22.9 433 32A 34f 20.7 476 32.2 310 F.. Q a oQ Z N r90N 41.8 327 43.1 290 34.11 327 38.4 285 29.9 327 31.8 280 2a.3 276 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21A 282 11A 327 19.J 258 t`') Oxa a'�961n 34.4 287 35.4 257 287 287 29.9 252 24.6 287 28.0 246 23.1 2M 111.1 287 20.9 240 17.2 297 10.3 237 14.4 287 16.9 232 106 N 24.2 2227 24.1 205 20.2 227 20.9 201 17.3 227 16.0 198 18.0 195 LU 1` III In 22.3 215 22.7 194 16.6 213 19.1 791 13.9 2f5 18.6 155 N 120 in 17.6 781 17.8 167 (1 x Q O 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: $� Z�0 Anchor Ca act Table b9 ANCHOR CAP.,,o,,.,,, €o ow Nalow pdU 14'F.ed8 CMU Pi Wood Meld (DP.,)X( )=ANCHOR CAP..,. E SuOattete: 2.7k Camrete 3.5k Cato. MULLION o�o:� Y70"Eko y78'Eko UPoacon 111'Ek0 uw.0n tlr S9 Eko Y18'Qeo 1//'83 Eko NNSI" 912 Btea YI2 Steel Ancbarype: Y1B'Eko UlOaeon VP Eko Ueraecn UOracon AggeGelor UK-- Agprd3afor Scmr(GS)Snow(G5) screw(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Paffem9 CAPACITY REQUIRED'CORRESPONDING TO AN Edge Olalam.(in): 1' 2-712' t' 2-+1r J-t/a• 1• z-t/r 1• 2-trr r 3•Il8' z o.4e• 054• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE EmDednm71N3 1.3/v 1-y1' 7-yr fair z 1-ve• Ina• x111• +-7/4• t-vr 1-v4• r +'M 1- 160 OPENING,WHEN IT IS LOWER THAN THE MULLION 2A. g!4.75'Min.O.C./Blelldald or oral C8D ffq.17 790 b 700 fW 450IOe BBO.4 +84110' 770 Mw 2801M 751 Ma 740•a 3711fx 8841ba 046104 117 ka 1/21be 1120 FF CAPACITY FROM THE TABLE OF THE SELECTED {AncOaa®t.t5'MIn.O.C./S+nMW In Often cup ffq 21. 490 wa 7oo 16eJA WA wA 380IW wA wA WA WA WA eel lM 8851ba MO be MULLION.TWILL YIELDAMINIMUM ANCHOR 4Ar1o1Wa d3 3'MIn.O.C.I(2)2x5 Al Cape 10-10 31 780 b 780 k4 ksjJ45 Iba 18951ba 540 ka 5601be WA 7601. 749 Mn BBOlla 188210s eez a• 8631bs 1120 CAPACITY WRICH MAYBE USED TO QUALIFY2 Anohara®0.45'Min.O.C./l4glp,NlWA wA A WA wA wA wA wA Wa wA wA WA WA7761°' ADDITIONAL ANCHOR OPTIONS FROM THE AndW 1 F-CIP IFq.sl 195 94 19310$ naNs 82210$ 17s loa 140 the 1771M 3701. 15710$ 332 IN 473 kf 170 aw 221 116 ANCHOR CAPACITY TABLE. 2 Archm 1.15'MN.O.GJ FCtlp(Fig.O): 210 Ow 350 Ws NO WA WA WA 190IM WA wA WA WA WA 311 Ilia l/2 Ne SBO Iha NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C!:)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED u complying with Iha 114xida Building Code 6-0219 oil Bx Ac No FIGURE 1: FIGURE 2: TABLE NOTES: ---' 1.000• r- piralion 202.1 Do • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By I Product Cc•ar91 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BEiV"N IQ( CLEIgGT$S AV614 R CtE4G y11bfHS IS ALLOWABLE. \���1 CCN{l.Yh!iV FIGURE 3: t\� C( ) • •• • • • • • 2.750' :� 1(•ENS. F 3)MULLION AND MULLION CLIF'S•4HOWNj£1•Y1T i0 9CAI>�.FifiBKACT DIMENSIONS,SEE SHEETS 21-23. .-'• • . HOLES TO BE DRILLED IN THE FIEW FOLL(ANIN6 DIMENSICNALRESWRICTIORS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,*J4PROX16ARlE HOLEIOCAACINS.• • •• t•lo.5870!i IC ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATK)NS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G9D.WOOD SHALL BE PRESSURE -TRFI4TED -f "-��•-' (,)} /p�11 THERN PINE W H Af,4S6pF O.SS.eALUMINUN SHALL BE 8663-TS AIID BEA MINIMUM OF.125' I •�1 -Y.1 C UF ..,/ FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOU Y �� • THICK.STEEL STUDS TO BE A MINIMYM GRAD903 AND4A49•THICK(�8 Axtr LC).S3 SCREW T STEEL TO BEAT 1•X 2.75'X.375'MULLION '�'�C'•.F(OR1DP, \� LEAST.125'THICK AND A39.A&ANCHORS INTO IIIL•fAl•SHALL E�XT1�J .CT LA•AS 3 SCREW THREADS BEYOND •'.•...• THE MATERIAL.#10 8#12 AN"ORS 1 1=0%fOOE M�1'B�STEL,18$S�S•OR�10 Z. /�/�54�}�AI;I�.4 •• • • • FL�j 1E'1,58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • TABLE 4A � NuLbn C9 eo 1111.Table p191R1 4'�� Opening Width(for varBceak*sPelllf l'0 nuions)or Opening Height(for hmimr2e"Plilmlrlp millions) 0 ftl Win 701n 801. 90 In f00h 12011 140M 1eDN of r de R.I WVA ltwTdw4, R-dwgdr Trep7Tdwrg Rectwww TreWTdwq. RoolrgJr 70"a 1p. Reciwom r nw7dam G rc IV. Ong. Rw;irrWer TraplTdrq. ileolen9ldv Trepl01en0. RecterlP4 TIeWT Iq. �Y U Fx2.75 Lwd68 Laedn9 Lad1.9 load q Lo4Ang LOW LOO&W Lowing Lwdn9 LoeAnO Loadcq Load q Loadnp lwAn9 Loedro Lo9dM �T Tu ■ Q ¢ j• �• p 4 I_t Go CO ube 6 tag [S� c5 � 6 6 (3� B Ug. E E � U) 6 E `'S6 N a Il 0 d `� Z r1d d �o Zd g h5 �6 �$ J 421. 170.0 620 170.0 435 170.0 7H 170.0 478 170.0 888 170.0 508 170.0 992 170.0 510 170.0 11111 170.0 521 170.0 1240 170.0 521 170.0 14N 170.0 521 IS8.7 1820 17°.0 521 138.8 1620 170.0 521 J W 4811 170.0 706 170.0 524 170.0 850 17°.0 561 170.0 992 170.0 830 170.0 1137 170.0 881 170.0 1275 110.0 617 170.0 1417 170.0 680 141.7 1111 170.0 050 121.5 1417 170.0 680 106.3 1417 170.0 ee0 50.825M 170.0 747 170.0 583 170.0 BBB 170.0 831 110.0 1016 170.0 684 170.0 1185 170.0 723 162.6 1266 170.0 747 146.3 126e 170.0 756 121.8 1286 170.0 758 101.5 1288 170.0 758 91.4 1288 170.0 758 W 0 0 SIM 170.0 787 170.0 812 170.0 056 170.0 691 170.0 1116 170.0 751 150.7 1130 170.0 803 133.9 1130 170.0 817 120.6 1130 170.0 858 100.5 1130 170.0 861 86.1 1130 170.0 861 75.3 1130 170.0 601 N J e0M 170.0 e8S 170.0 701 148.5 91S Tle-2.37-St 125.5 815 144.3 740 109.9 915 132.3 735 97.6 915 17J.9 728 87.0 915 110.5 720 73.2 915 114.4 715 82.8 015 114.{ 715 51.9 015 114.4 715 ? V {, Bl in 151.8 830 181.8 710 128.5 830 108.5 830 127.2 88104.8 830 1122 870 6l.4 870 1d.e882 . . ZW881n 132.1 757 140.0 650 110.0 757 .3 757 1059 $WZ721n 101.7 836 100.5 581.8 876 727 eb 80.1 5]0 OSA 676 722 521 Se.S 836 69.5 5/{ 50.9 Bb 82.3 508 421 876 57.2 500 38.3 678 55.3 491 31.8 876 55.2 497 76 N 80.5 571 VIDA 408 721 571 76e 488 8. 571 e7.4 170 51.1 571 eD.e 471 18.0 571 55.5 184 13.2 571 51.8 458 36.0 571 47.0 451 30.9 571 44.5 447 27.0 571 l/.S 448 Q J � ~ Q N O 78 N 80.0 542 61.4 474 69.7 542 57.1 542 62.1 456 50.0 512 55.7 448 I4.! 512 51.0 M2 40.0 512 47.5 477 33.3 512 42.8 420 28.0 542 40.6 42$ 25.0 542 40.1 42J Q Z 801. 52.1 407 57.7 301 43474 07 37.2 407 39.8 348 32.5 407 35.3 343 xB.B 407 32.1 335 26.0 407 29.8 33! 21.7 1W 28.1 327 18.6 407 24.1 322 18.3 107 23.0 319 X 80 00 D6 N 42A 358 N.1 720 35.8 350 30.7 358 32A 309 26.6 358 28.8 304 23.8 368 28.1 300 21.3 356 24.0 288 17.8 758 21.0 289 15.3 358 18.2 261 N � � 108 M 30.1 287 30.8 25s 25.1 283 25.91251 21.5 2e3 225 247 18.6 283 19.9 244 16.7 283 18.0 240 15.1 287 18.6 237 W - Y Y 111 1. 27.8 287 28.3 242 23.1 287 19.6 267 2D.6 235 17.3 257 18.3 231 15.4 267 15.5 228 U X Q O O 12D In 22.0 220 22.3 209 10.] x20 15.7 220 16.2 292 d Z Aon (n TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: NO Anchor Capacity Table W DP,)X(ANCHOR CAP.:-,-) ANCHOR CAP_ � Sunelmle•. T.7L Corcrwe 35k Cores. tla8ax CMU Fred CMU PT Wood �812 rl ( MULLION CAP., ,,e, 5116 Eko 1//'89 Eko 5/16'Elco t/4'SS Eko 810 Slee) 012 Sled teelNIS*Eko Urecan 1/4'Eko Ullrecon lll�an 118'Ebo UlaaconVC Eko UBrecan ppU6on AeGelr Soren(G5)Semv(G5) (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Cqp Petteme CAPACITY REQUIRED•CORRESPONDING TO AN torr r2arr 3-tie• ^ ztrr r z-trr r 1.1/9 r 0.1e °51xr ACTUAL PRESSURE REQUIREMENT FOR THE EnnedtneAl OnY 1-3/4' 1-714" t-]!4' tdl4' T 1-v4" 1-w• 1-v4• IAN, t-v1• t-v4" r t-1/S tale• `vi1i4 OPENING,WHEN IT IS LOWER THAN THE MULLION x Anelan g 4.75 Min.G.C.I SlerWwd«coed alD fFq_ty J9018e 390 ow 450 We 5901oe 184!Ina z70•a 2B0I°e 354 Rre 740 An 3741ee e6/Inc B/8A 311 1 1l21b 880 D• CAPACITY FROM THE TABLE OF THE SELECTED 4Arcttorgt.ts•Mn.O.C./steMwd(a Drag e4p 1pq.27 4601. 700 IN WA wA WA wA ]901be WA MIA WA WA WA eel la 1 i120 roe MULLION.R WILL YIELDAMINIMUM ANCHOR 4 Anct g]'MM.O.C./R1 L5 An9k alga/(Fq.1T iW IN TBO lye 68016e 158010e 1898 b SIO M 560 iM WA 760•s T161he BBO lbe 1892 IN 682•e 7 pP. CAPACITY WHICH MAY BE USED TO QUALIFY 2Anchore g0.15•MY1.O.C.l U•alp,iMo.125'Alun.iFq.1): WA WA WA WA WA WA WA WA wA WA WA WA WA ADDITIONAL AN OPTIONS FROM THE 1 AnI W 7 FZk(Fig.SY 1051h4 IBS IN 225 Th 4/51nc 812•e 1]51.e 1401G 177 IN, 370I0e 1Bl lac 3321M 4771bs 170 M 22118e 280 Na ANCHOR CAPACITY TABLE. 2 Anchor g 1.15'MN.O.CI F431p(Fq.B7. 2/01oe 950 re WA WA WA WA Timm WA WA WA WA WA 3/11ne 14211x 5001ns pRODUCI'RbVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u complying with Lha Flo"building Codc ��� rj,� Acttptmco NO Z,O1� FIGURE 1: FIGURE 2: TABLE NOTES: -� 1.000' f-- Ezpimlim Date 1 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dlydo P SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \`1(1�lTf //// 2)LINEAR INTERPOLATION BETWEFV WUL6 WGTV4S VD101;OPEtjNG�NIDT"S ALLOWABLE. • • • • • • • • • �1ChN3( •.•� � FIGURE 3:. 3)MULLION AND MULLION CLIPS!ZOWN ARE:OT TW: E•FOR W(AOT D MENSIONS.SEE SHEETS 21-23. 2.750' Q • HOLES TO BE DRILLED IN THE RELDIFOLL01AlIl0G 08MENSIONALPRE,T8tIOTIONe SHOWN ON SHEETS 21-23. _ i�•' 1Q0.58705 F0 FIGURES SHOW SUGGESTED,APPRO)RMATE IALL�OaLTIONS� • • • ' ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,850• ;-O••, VI $ `�j CONCRETE BLOCK UAT'OF NIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED �O '. ( 2 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125' U ST FIGURE 4: FIGURE 5: FIGURE 6: THICK.STEEL STUDS TO BE A MINIMUM gf�1DE 331W D.045.9HICK(18 GACGE).STRUCTURAL STEEL TO BE AT FCORIOP•' • 1'X2.75'X.850'MULLION %�` ® LEAST.125'THICK AND A36.Aft ARCHORS INTO MRTAL SHRILL�(TEND;T L 3 VEW THREADS BEYOND S ' .� • THE MATERIAL.#10 8#12 ANCRsr;s INTIWOC�Mgst#SEI.i&p 5.59 41 .S• `Sj0f'JAL�'` • • • •• • • • • • • • / 11111'`YNN MILLERR ,P.E. •• • • • • • A..LYNN P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A ® �; Mullion Clipmolty Table baht' S Opening;Width(fbr%mr1cally•sparril ml/liars)orOpening He ht(for horizontaksilarrtirgmldiolls) lid' sy�s�se 501n 601. 70in 801n 00in 1001n INin 140In 100in Redmspulm I TO#Tdmg. Item qui r TlepM.% R-W Wm I Ds"anp. Ract%w- 1-pnemv. ReetanpJar UpNdsvq. Red.WWar Tnp/iNanp. Rectwp- Top7Tdms0. RmcUnpdar TnpRdmp. Raolwylm t1a mmq. a 1"x .126"x Ieadr• LeWrq t.oadn9 Loadn9 Leaft Lmdttp Loe4+9 lwdng Londn9 Losdnp Lmdn9 Loe&W Loedno LaIldn Lowing L dn9 LoWsp Leedn9 .500"Alum %� a § �s �J �a 1 _ D Tub•Mu0 � � N eg v 6 v O i e. b 5 ¢ $ $ 6 $$ gg is $ of N rn m � 9 �� o 01 71 rc a S Ya is So 42 h 170.0 620 170.0 435 170.0 744 170.0 478 170.0 060 170.0 506 170.0 992 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1186 170.0 621 170.0 1775 170.0 621 154.1 1502 170.0 521 J W 40 h 170.0 706 170.0 524 170.0 650 170.0 561 170.0 992 470.0 030 170.0 1137 170.0 061 170.0 1275 170.0 617 170.0 1417 170.0 860 157.7 1577 170.0 860 175.1 1577 170.0 0110 116.2 1517 170.0 580 _ Lr �g 00 50.025 N 170.0 747 170.0 567 170.0 696 170.0 831 170.0 1048 170.0 8111 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1191 170.0 7511 141.7 1405 170.0 758 121.5 1195 170.0 756 106.3 1495 170.0 756 N h 1700 797 170.0 612 170.0 958 170.0 801 170.0 1110 170.0 751 170.0 1275 170.0 603 188.1 1401 170.0 037 149.5 1401 170.0 556 124.8 1401 110.0 881 105.8 1401 170.0 801 93A 1401 170.0 861 W O 1-- J 601n 170.0 505 170.0 701 170.0 1063 170.0 707 155.5 1158 170.0 878 138.7 1160 157.0 928 123.3 1150 158.5 917 111.0 1150 149.7 010 025 1156 144.5 903 79.3 1156 IN.S 903 09.4 1158 IM.6 B03J 87h 170.0 930 170.0 745 159.8 1049 170.0 550 137.0 1019 155.5 880 IWO 1049 141.7 848 108.5 1019 132.0 838 95.9 1040 125.5 028 79.0 1019 119.3 820 885 1049 115.0 610 59.9 1049 118,9 519 O m 86 h 186.6 955 170.0 709 130.0 965 151.3 601 110.1 95S 133.7 766 J51444.6 21.4 775 D26 955 112.8 795 83.4 955 100.4 757 09.5 955 90.8 740 $0.8 935 98.7 718 521 955 A0.7 746 z CL { o $'o 7Th 176.5 607 174.9 eD7 107.0 603 111.9 562 91.6 603 101.1 870 1.2 859 71A 803 57.9 640 61.2 603 788 612 57.5 603 723 832 45.9 603 t2 -2.'7 40.1 607 OD.7 BTI �� 78 h 108.2 721 114.1 829 01.0 721 97.0 816 7A0 721 85.1 005 78.5 595 80.7 721 70.1 568 N.6 721 05.4 $79 15.6 721 59.1 569 39.0 721 31.1 721 56.1 563 Q lb In 101.0 804 105.4 599 N3 684 59.4 587 722 604 78A 578 70A 567 56.1 6N 64.4 550 50.5 Ism 50.9 551 42.1 564 $4.1 541 36.1 504 310 881 WA 534 90 N 05.8 514 07.0 456 N.0 $14 57.3 448 47.0 614 50.0 440 14.6 433 36.5 514 10.6 427 Jt.9 514 37.3 421 27A 614 33.0 412 23.5 514 20.6 614 29.0 403ZIn N.2 452 55.7 404 45.2 452 47.0 395 38.7 152 40.8 390 36.4 3N 30.1 452 32.9 378 27.1 452 30.3 373 220 452 20.0 365 19.4 452 16.9 152 22.5 355 01 957 96.9 322 71.7 357 727 717 27.2 357 25.4 312 25.2 308 21.1 357 22.7 303 10.0 357 20.8 209 1&0 357 18.0 203 13.6 357 11.9 357 15.0 iO3 LU N Y Y 111117 35.1 375 35.6 300 20.2 378 30.1 JOt 25.0 37B 28.1 298 21.9 330 27.1 292 10.5 338 20.6 2N 17.5 336 18.0 2N 11.5 336 18.5 276 125 376 14.5 273 11.0 336 17.8 2611 M In (n 120 In 27.7 269 28.2 283 27.1 289 27.7 25B 19.8 269 70.5 256 17.3 259 16.1 252 15.4 159 15.3 249 13.9 280 11.8 248 11.6 759 12.6 210 9.9 260 11.4 236 8.7 289 10.4 tJ2 U x Q O O 0.a- Z 10 to TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s0 AnchorCk 6cl ToW lbs ANCHOR CAP. �mX Su[abale 2.7k Gaxttae 75k Cane. Nr6ow CMU F18ed CMU RT Wood Mehl (DF„)X{ >=ANCHORCAP.- 5179'FJc9 ild•S$Eko m19'Ek. Y4'SS FJCO M1031ey W2Slwl 012 SIetl MULLION CAP.,",,.,,, AnchorCllp Patterns Anchor lypc 3't6•ENoumacw v4•Ek9utuBcw U6rotan st9'EIc5u9aw tr4•EkoUnracon ApgeGator uuxw AOOnSGda s4A'w(G5)SC (W) Scre0tG5) USETHIS FORMULA TO OBTAIN THE'ANCHOR Ed lslarce(N) in 2.1/2 1• 2-112' J-tdr t• 2.112' t• 2-112 2' 3-1/9' 2• 0.48' &N• 0.324• CAPACITY REQUIREW CORRESPONDBJG TO AN Emt4!dnen n 1314• 13IP 1314• 134• r 1-111• 1.114• 1-111• 1-114• 1.tI4• 1-111• r taxa• tare votes ACTUAL PRESSURE REQUIREMENT FOR THE T Antlrsn®4.75 ANn O.C./S1mtlm6m003N Cy(Fl41) 900 is 3909s /sons ego to 761110s 770171 26oM 3541.117 74o1m 374 is 664 to Ifs to 311617 442 n1. 550 to OPENING,WHEN IT IS LOWER THAN THE MULLION .2 Amrre®1.3T mi O.C.I NamaC(or unsetOrW)C9p("%Fig T7 4m mIns 7001171 N/A WA N/A WA 9509E N/A WA NIA WA WA 682 t1 8B51bt Halts CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Alnllnn®3•Min.O.C./ a5Algk Cys I(tla 3) 7m ns 7m to 6m is 15M INGIbS NO ns 590te N/A 7(i01o4 745 bs Now1. 1692 t6 ®2 is B�9x ����lSs MULLION.IT WILL YIELOAMINIMUM ANCHOR 3Amhom 00.45•Mb.O.C. UCap.N1o.125•Alum.T4 4) N/A WA N/A WA N/A N/A WA NM wA N/A WA WA NIA WA 1073m CAPACITY WHICH MAY BE USED TO QUALIFY tArclpr/FCy(R9 sk 195101 +95106 21.W u5 ms eat to 135 t6 140 to tnM 37o tes 157 Dn 932101. 17304 170 to 221a 280617 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ally 0 1.18 Mn O.0/FIM % 240 is 3m t6 NIA WA NM N/A 700 is NM WA N/A WA WA 911 DS 112 t6 560 9s ANCHOR CAPACITY TABLE. ISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'RG i6%d es camplyin5 wigs Wen FlOridll 1-1.000-I BuildingCode -b2l$,03 ( Acceptance No to �fD2) FIGURE 1: FIGURE 2: TABLE NOTES: E iration Dale 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M10 prodclel Il 1111 lll/I/ 2)LINEAR INTERPOLATION BETWgV M"WNQTHrmAND/OR OPGNINIGWIDiH6 IS ALLOWABLE. 3125• �`l � �-•ylIN 1/z! • • • • • • • • • �.• ..SNS.. ..FP FIGURE 3: 0 -13)MULLION AND MULl10N CLIPS96HOWN ARE NOT70SOALE!FOREX�CTEIpA ENSIONS•SEE SHEETS 21-23. i HOLES TO BE DRILLED IN THE FIELb FOLLOVtIN(�bl Nk�O L F CICTIO S.SHOWN ON SHEETS 21-23. - FIGURES SHOW SUGGESTED.%P128XIArjE:40 QCAT1 `. • • •• N0.51S705 ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED T --0 '• FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM HALL BE T5 AN BE A MINIMUM OF.125• S Ill E F :• >L` j 1'X 3.125•X.5'MULLION 0 ) THICK.STEEL STUDS TO BE AMININIflI�ARADE AND.0� ICK(1 )jGEL QUCTURAI STEEL TO BE AT ��'•.AL OR10�•' G LEAST.125'THICK AND A381LLL=INCHIRS INTOtF•T6L S IAL EXTE ATZEA$T SCREW THREADS BEYOND (V VF MULLION) 7�`�S •..• R • ``\`\\ THE MATERIAL.910&#12A S 1 0 WfpD AY•BE§TE6L,1iB S.S•OR 460 SA. //; U(V A\t,11`\ • •• • • • • • • • A.LYWW91QL"ER,P.E. •• • • • • • FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • TABLE 6A • Mullion Capacity Table(lbslit2) 0- � OpeningWidth(torrerocsWsperrirlpmtAlons)orOpenlnpHe hht(torhod ayspar99rlpmullions) 60N 60N 706, so in 901n t00N 120 In 140 in IS*in lid Rectenadr Tep/ W4 Recl•glier Trapl16en9. Rn9.adow. TnoveHedenWer T prM.g. Rectengdr Trep7 Ov. Rxtwedw 1Yeprrdrlp. RectenpWar TrpRtlenp. Regarlgdr Teplihn9. Recten•Eer Tap/Men9. I x4x.126 Losdnp Lowing Loadn9 Lcedng Loadit Wdn9 Wdng Loaft WENS L.,dnp Lolling Loedel9 Loedbq Loadn9 Lwdng Loreen9 Leadn9 LwAn9 Alum.Tuba �•^ •^ '„ ,•• -� Mullen �g �g � � �� �g � � 1 0 � � g g N � _ z � m E is Tel W 42 In 170.0 620 170.0 ISS 170.0 711 170.0 478 170.0 a" 170.0 SOB 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 17.00 170.0 621 170.0 t4ea 170.0 521 145.6 1489 170-01 621 127.61 1489 170.0 621 J W 48h 170.0 708 170.0 624 170.0 670 110.0 661 170.0 992 170.0 630 170.0 1133 170.0 WI 170.0 1275 170.0 677 168.0 1103 170.0 SW 130.3 1303 170.0 600 111.7 1303 170.0 680 97.7 1303 170.0 Bao 7 = 4 ¢ 0 50MOIn 170.0 747 170.0 581 170.0 808 170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 723 150.1 1235 170.0 747 110.6 1235 170.0 758 117.1 1236 170.0 756 100.4 1215 170.0 756 87.8 1235 170.0 756 W '0 S M 1- 54 h 170.0 797 170.0 612 170.0 NO 170.0 691 170.0 1115 110.0 7. 151.4 1158 170.0 60] 137.2 1158 770.0 637 123.6 1166 170.0 6611 102.9 11611 170.0 1161 611.2 1166 170.0 861 77.2 1108 110.0 061 = IA 00in 170.0 1185 170.0 701 186.7 1012 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 816 111.2 1042 138.0 001 110.0 1042 170.2 791 83.4 1012 125.1 702 71.5 1012 125.1 702 52.6 1012 125.1 7112 F- J W h 170.0 970 170.0 745 1512 992 163.6 8111 129.6 Oil 144.4 799 113.4 9112 131.0 7112 100.8 9112 IMA 768 90.7 992 114.0 756 73.8 992 105.4 745 64.8 992 108.0 741 50.7 992 108.0 741 7 fn m 86N 165.1 11/7 170.0 769 177.8 947 148.0 706 11e.1 017 130.3 780 103.4 947 117.7 752 9t.9 017 100.7 716 62.7 947 102.2 721 86.9 917 05.1 711 59.1 917 84.0 711 61.7 917 91.0 711 W � C 72N 1JSA 1149 1427 737 1132 819 121.6 722 97.0 849 IK9 706 54.0 549 944 698 75.5 649 86.7 668 67.0 849 112.7 676 511.8 619 75.1 �9 16.6 649 72.6 852 425 1140 73.1 851 W 9 CO z J CO 70 h 176.5 782 120.7 885 OBa 762 102.6 652 02.5 782 90.0 &0 6,.2 762 80.9 629 81.2 762 74.2 620 67.8 782 69.2 613 48.1 762 62.6 602 41.7 782 b9.9 b97 36.1 7112 69.4 SBS Q 78N 108.9 77A 111.0 831 69.0 724 91.8 621 74J 721 62.9 609 68.8 721 74.1 609 SBA 724 88.1 691 63.1 721 634 641 1/.6 724 67.J 677 36.2 724 61.7 867 9].1 724 67.6 665 Q O1 O 00In 69.6 643 71.8 483 6S.0 543 60.7 474 49.7 547 62.0 486 IJ.6 613 47.1 ISe J6.6 5{3 42.11 452 Sl.a 61J 346 440 20.0 613 31.9 418 24.6 SIS 321 430 21.7 513 30.7 426 `� Z O�O p .. SON 57.3 478 58.9 427 47.8 478 49.7 419 40.9 416 {].2 112 SS.e 476 38.5 406 31.8 178 34.6 400 26.7 176 520 393 2J.9 {TB 28.1 788 20.5 178 25.6 360 ITA 476 1A3 376 N i Ao f 100 In 40.1 377 11.1 341 33.5 37r 34.8 335 20.8 771 30.0 3J0 26.2 377 28.6 325 22A 377 24.0 321 20.1 177 22.0 317 10.6 377 19.0 110 14.4 377 17.1 301 W X III N 31.1 157 37.6 323 30.9 357 31.6 318 26.6 357 27.6 313 23.2 367 24.4 309 20.6 357 22.0 705 10.s 357 20.1 301 15.4 357 17.4 201 Q' X U L120h 29.3 Sob 29.11 279 21.5 306 25.1 271 21.0 306 21.7 270 tea Sob 1112 267 188 308 17.3 2W U x Q O 0 1411. 17.0 212 172 go d..` Z m0 TABLE 68 , ANCHOR CAPACITY ADJUSTMENT FORMULA: d' Anchor Capacity Table bs ANCHOR CAP.- SW.t.le: 2.7k Comrele 3.5k Ccnc. Holow CMU Filed CMU PT NboE Mepl (D w)X _ yam•Eko 1/4'SS Eke 5118'Elco 114•SS Eko 010 Stew 612 Steel 912 Sted Mchor Type: 3/18'Eko Ubxon 111'Eko Ullrecn Ultrman 7118'Eko Ultrecon t!4'Eke Ultram Agg.Oelm Ule,eon A99reGetar Screw(G5)Screw(O5) Sen.(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor CIp PAtlemaCAPAC Edge 1%1118.1111(n1 r 2aa• r 2.12' Zlre• r lard r z•1rr r 1.- 2• 1-.411• 0.54• 0.324' ACTUAL PRESSURE REQUIMENT FOR CORRESPONDING TO AN Em.hnnt(in): 1-314' 1-714• IJN' 1'JI<' r 1.111' 1-1/4' 1-tIP 1'1/1• 1-1/4' 1'1/P Y 1818' 1Jre' .dee ACTUAL PRESSURE REQUIREMENT FOR THE 2AroM.444.76'MN.O.C.ISWtl•da OThel Cep(F1p.162): 3906, 390 lb. 4506, 6906, 16446, 2701. 2601. 35/1011 7406, 374 ft 0641. 9461. 3419. 4421. 5114ft OPENING,WHEN IT IS(OWER THAN THE MULLION 4 Andra.0 2.25'Min.O.C.I S•M•e(a O•e0 C9p(Fq.3)' 700 6, 700 6, 580 lb. 14101bs 952 V. WA 5601. WA 630 6, WA 6601. WA 692 6, 8851. 1120 6, CAPACITY(FROM THE TABLE)OF THE SELECTED e Ar eh-01.15•Mh.1-.c.131•Nrd I.ME:c9p (Fig,4y 9606, 14661. WA NIA WA WA 7601. WA wA WA WA wA 13636, 0106, z2a be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancl.rs Q 7'Min.O.C./(1)285 Anpb Cape/ft.51 7801. 780 6, 690 6, 15111-I. 18981. 510 6, 5801. WA 760 6, 140lta 0801. 76921. 6621. 6851. 1120 6, CAPACITY WHICH MAY BE USED TO QUALIFY 6 AncNde®]'Min.O.C./R)2c5 Anpk C14./(Fq.fik 11701. 11701. 1020 g. 23401. 28441. 8101. 6101. WA t 1401. 1122 6, 1320 6, 29381. 1022 P. 13271. 1660 6, ADDITIONAL AN OPTIONS FROM THE I AncM.@0./5'MN.O.C./twq,hlo.t25'ANm.(Fig.7): WA WA WA WA N/A NIA WA WA WA WA WA WA WA NM 14706, ANCHOR CAPACITY TABLE. PRODUC'I'RF.VISED 2 Anchae®2.25' In.O.CI F131p(Fq.BY. 350 6, 3501. 290 bs 70511. 4781. WA 2801. WA 315 6, WA /40 be WA 341 6, 4421. 5601. os...plying with the flOrii /Anohae 1.75'MN.O.0/Ft7q(fq.g): 9806, 7001. WA WA WA WA 3801. WA WA WA NIA WA 111126, 9851. 11206, --.-I 1.000' r- Ac'Ittptandig c X1(0-611$•O� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration DateBy TABLE NOTES: Mimi d0►ro~tt(eIt�91 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE X111 I/7 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL jNS"t4TIV NWTHOW. • • •t `��C��. •• ••.���CF/��i • • • • • • • • 2)LINEAR INTERPOLATjON BETWEBN MUK�ENiTHt MAYOR 011ENING WIDTHS 1S ALLOWABLE. IL • •• • • • • ••• • 4.000' 1r�_50'105 it • • • • • • • A. • • 3)MULLION AND MULLION @LIPS SHbWR Alf IS It StLL FO ACT DIMENSIONS,SEE SHEETS 21-23.HOLES _ TO BE DRILLED IN THEfICLD FdLLCWINGU1v1ENS�NAL E R ONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURES: FIGURES: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. �; r}'.•"• �6 Z. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� STATE r • • • • CONCRETE BLOCK UNIT(CIItIIj SHALL(1DNFORM 1 ASTM C-OC.50 BE BE PRESSURE-TREATED YELLOW .125" .1•.,!`LOR10?:.. C SOUTHERN PINE W1rH lkN SG4bF 0.55.A�UMf[JU S LSE 63 5/�•1D�E A MINIMUM OF.725'THICK.STEEL ��7 r> ""' STUDS TO 8E A MIItIfQI G 3��1aIQ.0 R3 T IC 18 A ST���IIIJJJCCCjt1RAl STEEL TO BE AT LEAST.725'THICK /!!! stn)/1�- RR i[ �-TA r-i 1 1 1 ANGLE CLIP(FIGURES 536)MUST BE USED IN PAIRS. AND A36.ALL ANCHO INT TA S L XT ND•AT LEALT 3`CREW THREADS BEYOND THE MATERIAL.#10& 1'X 4'X.125" A.LYNN MILER,P.E. #12 ANCHORS INT�I�OOD M Y BE STEEL,11-11 5.51 OR 410 S.S• • MULLION FL P.E.#58705 • • • • • • • • • • • •• •: 998r ••• •• •• TABLE 7A Mullion Capacity Table Ibs7R2 Opening Width(for v/r9C89y-sparring mblfions)or Opening He ht(tor horiao799kSP11 mtsbxls) y�7' 501n do n 701. eo in so In 100 n 1201n 1401. 160n 1( • 1 X4x.�76 Rxdnµ4er Trep/7a.rq. Rect•1pMr Trop?dutp. R d.Wla Tr.p/Tdn9• R ot&VW 7 11ep7Tdeng. Rectangular Trop/TrWlp. Rwtnwil To -.11. RMoWIr TreplTdsnO Reot.rrWr TropRaenD• Ppelr7pau TreplTden9. Y leadhlg L.." Loeang Laaang L-,r.0 Losang Ladrq Lw.dn9 Loafing L.WI09 'LMdng Lading Ln.dre W.dng Lowing LOWn9 Wdng lwdn9 Pyr SS Alum,Tube Ln I JI i s � I � � � 1 �E 1a I I8 � II II 1 � �g � �� � v1i 1 �� � N Z � m o W 421n 170.0 820 170.0 435 770.0 724 170.0 470 1170.0 IBB 170.0 I NO 1170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 524 170.0 1400 170.0 521 170.0 1735 170.0 521 170.0 1907 170.0 521 J W 40In 170.0 700 170.0 621 770.0 050 170.0 SN 170.0 972 170.0 630 170.0 11,33 170.0 681 170.0 1276 170.0 077 170.0 1417 170.0 600 170.0 1700 170.0 1.60 170.0 1987 170.0 850 151.0 2024 170.0 800 gg U) 50.025 In 170.0 747 170.0 697 170.0 e88 170.0 871 170.0 1461. 170.0 ee4 170.0 1195 170.0 721 170.0 1315 170.0 747 770.0 1191 170.0 765 170.0 1793 170.0 768 158.0 1978 170.0 750 1]0.6 1919 170.0 765 W S 0 641n 170.0 797 170.0 612 170.0 956 170.0 591 170.0 Ilia 170.0 764 170.0 1276 170.0 803 170.0 1131 USA 837 170.0 15% 170.0 858 169.9 1709 170.0 461 137.1 1799 170.0 B61 120.0 1799 170.0 161 m M 601n 170.0 865 170.0 701 170.0 1063 170.0 797 770.0 1210 170.0 676 170.0 1417 170.0 924 170.0 7594 170.0 998 155.5 1619 170.0 1033 124.8 1619 170.0 1087 111.0 leis 170.0 1083 97.2 1619 170.0 1063 (�-- J 631. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 946 170.0 1458 170.0 1015 158.7 1642 170.0 1076 141.0 1542 1710 1171 IVA 1542 780.5 1158 100.7 1642 167.9 1157 08.1 1642 757.9 1167 s B6In 170.0 874 170.0 789 170.0 1169 170.0 90.! 170.0 1781 170.0 1002 ISMS 1472 170.0 1086 111.0 7{M 186.6 1140 128.5 1472 158.6 11 J0 107.1 1472 147.5 1108 91.8 1412 146.0 1104 60.3 1472 118.0 1101 Z o 0 721n 170.0 1087 170.0 e78 170.0 1275 170.0 1009 160.6 1320 166.2 1101 172.0 1720 149.5 1082 117.3 1320 137.8 1066 105.8 1320 1MB 1019 88.0 7720 117.0 1021 75.1 1520 112.6 1011 80.0 1]20 172.5 1012 UJ 7 ,Yb' -L�jJ 761n 17D.0 1122 170.0 937 149.6 1164 159.4 1013 1M2 1154 139.9 991 112.2 1161 125.? 976 99.7 1184 175.3 984 e9.e 1104 107.3 962 74.5 1161 97.6 975 64.1 1184 93.1 927 38.7 IIB{ 82.3 925 J o Z 3 a 781n 168.7 1121 �70.,O 987 138.1 1124 117.0 BW 110.6 1124 12e.e 947 103.8 1724 115.8 831 92.3 1724 105.0 978 63.0 1124 98.6 908 89.2 1724 -Wo 690 69.3 1121 84.] BBI 51.9 1124 1.3.2 076 F O Q O a 2 Z 90 in 108.1 624 750 90.1 044 94.3 736 772 au 821 724 87.8 811 73.3 712 60.7 611 665702 64.0 aN61.4 693 45.0 814 64.2 678 38.6 624 50.0 666 7J.8 BN 17.7 671 � _ Ln s96n 89.1 742 66J i1.2 742 77.2 652 8].6 7!2 87.2 841 55.7 742 69.6 611 49.5 742 54.1 622 44.5 742 49.8 614 ST-1 712 43.6 600 SIA 712 39.6 690 27.8 742 37.5 584 mN C203..0 62.8 686 83.9 530 52.1 686 63.8 521 1{.7 686 18.8 513 39.7 680 41.4 505 34.8 666 37.J 498 31.] Sea 31.2 492 28.1 588 29A let 22.7 561. 24.8 472 19.6 588 21.7 466 O . 111 n 57.6 565 66.6 503 46.0 555 49.5 495 11.2 656 12.9 481 38.0 655 38.0 490 32.0 658 34.2 173 28.6 655 31.1 167 24.0 555 17.1 457 20.8 555 21.7 NB 18.0 667 22.4 242 d' [A 1201n 15.0 475 48.4 437 38.0 476 39.0 424 32.5 475 33.1 420 24.5 /75 29.e 41! 25.3 475 24.0 409 22.9 475 24.5 401 19.0 175 21.1 395 18.3 475 18.7 357 11d 175 17.2 781 V X Q O O 124 n 26-4 330 20.7 305 22.0 130 22.4 301 1.0 170 19.3 297 16.5 330 17.0 293 a Zli to tI� g 0,p TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: - 0Y mw Anchor Ca e0 Table b1 ANCHOR CAP.,e,,,e, -�rc, SublrMe: 1.7k Concrete 3.Sk Caw. Holuw CMU Fees CAB+ PT Wold MMI (DPe,)X( >=ANCHOR CAP.,,, MULLION CAP.,,,,,.,,,, S1fe•Eko 1/4'SS Eko SItY Elco 711'BS Elco W0 SbN M12 Sted 112 Steel Aneha Type: vie•El..Ulmer 724'Eko Ubaen UIOmn 3'16-Elco Ul9ean 1M'Eko Ullrecn AppreGe+or Unncn AppreGekx S.rew(Gs)screw(G5) Suety(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Edge MI.me(inT I- 2a/C r z-Im 3-vY r z-tn' r 2-1R' 7 3-1r r o.4r 0.54• 01.24 ACTUAL PRESSURE REQUIREMENT FOR THE Eube0maM(n7 7,311' 1.46• 1.314' 1-774• 7 1-t/4' 1.114- 7-114' t-U4• 1-1/1' 1-114' 7 1-719' 7.19• uWn 2 Anchor®1.75'MIn.O.C./91aiMxda O9lel Clip(Fq.te2k 3W At 390 ba 450b. 590 The 1644 bs 270 ft 780 The 354 bs 7401De 37410. 664 ft 9468e 341 Ibe 442 The 550 be OPENING,WHEN IT)S LOWER OF THE THEMULLION 1 Anchors®265-Min.o.1../stwea(aOpN)C6p lFq 3>: 700 ba 70910. 5B0lea uta lie 9u Iba wA seo lee wA 6301C. WA eco le. WA 692 ors BB51ee 71201a CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchor Q 1.7Y Mn.G.C.IS=larora)r:rq(Fq.47 9B0 b 1100 b. wA WA WA WA 700lbs WA WA WA WA WA 1J631b0 117016e 2240 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR !Am ®3•Min.o.e./(21 zas Argle Cl"/(Fig.sl: leo iM Teo be eao be 1560 Ib. +eco b. Sto los 560 lba wA 746 bs 746 la eco 10o teazles eel 946 SWIM t t2o ion CAPACITY WHICH MAY BE USED TO QUALIFY eArletloro @ 7'MIA G.C.I(2)21.5 Angle CLpa I lFq.e7 11707ee 1f701M 1000 bs 2340 i5a 2&4 ors 010 ba 640lb. WA 11401ie 1122 bs 13201be 28]B Uta 7022 b. 132710. i6w be ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anehoro®015'Min.O.C./ULl'q,nto.125'Alum.(Ftp.7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430b ANCHOR CAPACITY TABLE. PRODUCTREVISED 2 Anehae®2.23'Min.O.C/Fdq py.BR 350Ib. 130166 2901ee 705 a 175 oe NIA 246106 WA S751W WA 110 M WA Nt ba N21b 560 He oe wmplyltt8 wilb//dte Fllxid• 4Anohm®1.15•Mh.G.C/F12q91: 4B0 ba 7000 WA WA WA WA SBOIW WA WA WA WA WA 6B2W 1.95100 11201be 1.062' 1.000• AceeBuildin Pt-No'+7 0.05 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'i I` ~ B pilot' Deco TABLE NOTES: By code 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mi em Froti ct FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURER ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. t 1 I i i I r) • EU • •2)LIN EAR INTERPOLATIONBETWERNMU.L.ENISTHEAND/OROPENINGWIDTHSISALLOWABLE.3)MULLION AND MULLIOR CLIPS EH!bWR Af�E T 10 FOR GT DIMENSK)NS,SEE• • • • I. • &JD 11 F•y, Oil L 4.000' 4.000' - • • • SHEETS 21-23.HOLES l D I D UIQ FIE tO O G SIDNAL RESTRICTIONS Nu.y870:i SHOWN ON SHEETS 21--23.FIG SHO .,AU STED,AP RO IMATE HOLE LOCATIONS. � J : FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ••-v`- nD [.6 L-U' • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE ��'•, �[ O" '_. �� • • • • PO SURED BEA UNI UM 5.12 T* PINE ANSG55. I UNUMSHALL BE -:.C��-.._.�LOR1O1'•• �(,� 6063-T5 AND BE A� MUM QF.72 � T UDSSj.TBHA fv�NI5 1M GRADE 33 AND.045' .375' .375' %c�4 •• •''�\ �' THICK(18 GAUGE). CT LS E O EOTL Si•125'jHICKfJ8fy436-ALL ANCHORS 1•'4-X1'X4'LI. ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. IL/ K)NTO METAL SHALL EXTEND gT1FJ1ST 3 SCNENrTHREADS BiYOND 7114E MATERIAL.#10 8#12 •T•-MULLIUONON MULLION A. lM ILLE`E�,P.E- ANCHORS INTO WO(BD MAY BE STEEL,18-BE.S.OR 410 S.S. • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 8A Mullion Capacity Table IbeMa Opening WWth(for vertica*sperWrlp missions)or Opening Helpht(for hodzontsly-spa mullions) 50 in 801. 701n 001. 901. t001n 1201. f a 1. 1601. Ractenpdr 7ieplydenp. Rd-,VA.' TreYJMan9. Rect&WIsr Tmprrdna Reclenpulr TnpTTdena, RectenWer Trap/Idenp. Reclelw Tmffrieno. Ractenpulr T1apfrdeng. ReclnlWlr TMOT"a Recteeliubf Tnp/rdna oY Loadng Losing Lue6ng Load" Leading Loadnp leading Leading Leading Lcadlnp Leading Loading Laadinp L--" Leading LOWnp leading Lwdnp .266"Alum ep-• $ G 7¢ ,�¢j LL Tube Mull ` 0� FjH 0 � d � b O� 3� Oa' F- 1vilfi o � 121. 170.0 820 170.0 433 170.0 711 170.0 17e 170.0 386 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 I ,, 170.0 1488 170.0 62t f--v I I.q111 170.0 1773 170.0 821 161.6 1769 170.0 521 J W bin 170.0 TO6 170.0 321 170.0 660 170.0 384 170.0 992 170.0 870 170.0 IIJJ 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 860 154.e 1616 170.0 860 172.7 15411 170.0 860 118.1 1616 170.0 660 _ 8 N 50.825 In 170.0 747 170.0 563 170.0 590 170.0 4131 170.0 1048 170.0 684 170.0 lies Woo 723 170.0 1345 170.0 741 167.0 14N 170.0 798 139.2 1488 170.0 758 119.3 1468 170.0 756 104.4 Lipp 170.0 738 � �g W (n co O 541. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 111E 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.e 1376 +70.0 658 1223 1376 170.0 ea+ tOl.S 1376 170.0 661 91.7 1376 170.0 eel m to rn 601. 170.0 6145 170.0 701 170.0 1083 170.0 797 158.9 1156 170.0 578 139.0 1156 187.1 930 123.8 1158 156.8 gig 111.2 113a 150.0 912 92.7 1158 144.0 905 79.4 1150 1444 903 69.5 1156 144.e 905 W J 631. 170.0 ON 170.0 745 160.1 1051 170.0 850 13 0. 7.2 1051 155.9 582 120.1 1051 1420 Ma 106.7 +051 172.3 837 98.1 1051 125.1 630 60.1 1051 119.3 822 86.8 1051 119.1 021 60.0 1051 119.1 821 061. 167.1 957 170.0 769 139.7 957 151.8 805 111.4 937 134.0 790 101.1 957 121.6 777 92.e 957 112.5 787 53.6 957 106.6 759 69.6 9S7 100.0 7S0 59.7 957 98A 743 52.2 957 06.e 745 721. 1?6.7 eo1 175.2 698 107.3 604 115.2 664 914 604 101.3 671 BD.4 801 91A 860 71.5 601 41/.1 650 &A 1)01 7e.e 813 53.6 001 72.7 633 18.0 epi B9A 829 40.2 ew 89.6 4126 Z '1 781. 1094 722 111.4 870 91.2 722 97.2 61g 78.2 722 85.7 SW eeA 722 78.7 598 80.6 722 70.7 568 64.7 722 65b 360 45.6 722 59.6 670 39.1 722 55.7 565 34.2 722 662 664 Q i76 in 101.2 685 103.6 800 94A 1165 ee.0 501) 72.3 8e5 79.5 577 63.3 685 70.5 588 86.2 655 84.5 550 50.6 685 60.1 553 422 683 61.3 643 38.2 685 61.4 637 31.6 6B3 60.7 676 ~ N Q N 9D In 65.9 615 Be.0 437 64.9 Sib 37.3 449 47.1 515 50.1 441 41.2 515 44 434 36.6 616 40.8 42e 77.8 515 37.4 122 27.5 615 33.7 117 23.5 513 30.5 407 20.8 513 29.1 404 )( Z 961n 54.3 453 55.8 404 45.3 553 47.1 397 70.6 453 41.0 391 774 l53 364 765 30.2 459 33.0 379 27.2 457 JOA 774 22.8 1'41 26.6 788 19.1 453 24.3 360 17.0 467 229 356 N 00 10 $� IOe 1. 36.1 356 39.0 323 71.6 360 32.0 318 27.2 30 28.1 313 23.0 358 25.2 300 21.2 350 22.7 704 19.1 355 20.8 300 15.9 758 18.0 287 6-LL n rM lit In 35.1 339 33.0 308 293 338 30.1 301 25.1 330 26.1 297 71.0 338 23.2 293 H15 lie 20.9 299 17.6 338 52 10.1 285 X 1201. 27,0 290 28.3 284 23.2 290 23.6 260 19.9 290 20.8 258 174 200 182 263 15.4 290 18.I 249 Eftt V tV Q O O 1441. 16.1 261 1E.] tab Q...^ ZmUo`r�� TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehorCe sal Table lbs ANCHOR CAP.,„,,,,,\_ANCHOR CAP.,,, $906 W15 2.7L Ox%ree 15k cant. Noaow CA1u FaW cetu Pi w000 Med (DP a I X MULLKJN CAP.,,,,,...1 5.16'ENo1/4•SS Eko 5NO'E%o 1Ir SS Elco 610 Sled 612Slit 912 SI«I AnehorCllp Pelbme Amin type J/1r Elco LAIMM 1I4•ExoUYrocon ue'E.k 3116-8,.Imran �114-Eko1.111-n AggeGata uYracm p(MttaC•v Screw(C;5)screw(135) scree lGy) USE THIS FORMULA TO OBTAIN THE'ANCHOR EEpe pslarce(ln) r 2•uz r 2-vr 3llr r z-ur z-vrr 3+rr r o.4e• 054• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN EmtcdueM . faI/• 1yr larr lar r 1.111 1•ar 1.111• 1-114• 1-111 1 4- z +a'1)• Syr vale+ ACTUAL PRESSURE REQUIREMENT FOR THE 2 An[tnll®478 Min o.c./Stan0a0 07 Deet cYP tRa 1) 3901os Sao los 450 bsLW-A 1611 os zro Ysa 280 m 351 m 740 lea 374 bs 554 roe ws M 341 Mx Irl oa 560 ba OPENING,WHEN ITIS LOWER THAN THE MULLION 4 prcMs481.15•MIn O.C./S1a10o111(Or 018e)CYp(Fla 2) 160 as Tao%s NU N!A NIA 300m NIA WA WA WA WA 682 bs 065 Yn tt20be CAPACITY(FROM THE TABLE)OF THE SELECTED 1Arctg15997M1..O.C.!(2)2t5Alg1.CYpz!(Fla 9) 780IDs 780 b6 wo IDS 1N0S bs 54DW 560 b1 NIA 76011. 748Yn SWU 1802Ya WD3 585 be 1129 bs MUlL1OT IT WILL YIELDA MINIMUM ANCHOR d Ar%t•n 00.45'Min.O.C./UCIp,m10.t28 Alum lF$4/ N/A WA N!A N!A N!A WA NIA WA WA WA WAN!A WA 1430 be CAPACITY WHICH MAY BE USED TO QUALIFY 195 bs 196 Ye 225 M 822 m 135 bs mm 1T7 bs 370111 167 fm 332 NEd73 bi 170 bs 221 be leo ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 Atxs Ol.lr Mln OC1 FLY (Fla 6) 240105 J:0 ba NIA N/A MIA 1009e N/A WA NIA WA WA s41 bs 1128e 560 be ANCHOR CAPACITY TABLE. pRODUCT REVISED N...plying with oto FluiitY NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B mpl C Acnarl«t1 �6„b218.o3 Ac« o FIGURE I: FIGURE 2: TABLE NOTES: I�1.250�-�i 8x ilitn Date ,fQb?.) • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami ede hoduaC/%t 111 III III i 2)LINEAR INTERPOLATION BEWW13EN MULI•LENOPrHS ANDt*R OPi191NG WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • • 3.188, \���T...�1OFN5� •.`A ANGLE 3)MULLION AND MULL6IQ�'�CLIPS t PA E T O Q F>eJ EXACT DIMENSIONS,SEE ' CLIP MUST SHEETS 21-23.HOLES TO VE DRTIDJ T�E FLF0OIINGB�ENSIONAL RESTRICTIONS OIu.S07fi5 BE USED SHOWN ON SHEETS 24-13.FIC{)8W SH�SUGC•ESTE&,AQPRQ)QMATE HOLE LOCATIONS. .265" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 6--90.WOOD SHALL r I�)'. SSI C 0 �f- FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED W SOU HERN PI WITH AN�G OF O.W. UMINUM SHALL BE 1 LQ A ^ • 6063-T5 AND BEA AUx F.125'T TICK.STf IySTUDS j(J A�I I UM GRADE 33 AND 125•X 3.188•X 265'MULLION : ��` '•�L ORI, ••\�� • .045-THICK(18 G4UGW.ST%XTURAL6iF#L V Bra AT LEAST.625•iHIdO AND A36.ALL (1-141•VF MULLION) C/ONAk ANCHORS INTO MEW&SHAYL EXTENDRAT•EAMT 346(A4EW THREADS BWOND THE MATERIAL.UL 1 #10 6 912 ANCHORS ALTO WE4D MAYBE 91EEP.198 S.S.OR 41e 5.9. • A.LYNIS�MILL��2,P.E. •• • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A RJR Mullion Capacity Table(IbsW) 7t;S '+ j Opening Width(br Yme ally-BpBminOm+>•ons)or OpeninOHillil rhorizonYy4p6mlro nvAons) awl Sol. win rob s06 soh 1001. 72017 140117 leo6 lcRel.npNwl.wW Tnp7N1.9 ReeupMr TnpRWs R.eu.9ert TndRKo..w17r Tdas epulTryTN L.k. e 1.28%7.26L-d LdLodadg div Ldq Ldkq L..*q Ladolt Lad.9M1.WI.r Tn(Ruq R.enngWr T. TAuRt•9W TnpTNp. x.ioo G. Alum Tub, La.dp p d9 1 • r� Mulllon 711!1 N Ztm IxN 170.0 810 170.0 475 +70.0 711 /70.0 ate 170.0 ew +70.0 506 lino 002 770.0 51B +70.0 1116 170.0 521 +53.3 1116 170.0 521 127.7 life 170.9 521 +09.5 Ilia 1700 521 95.6 Ilia 170.0 521 0 W J Ll1 46 to 170.0 706 1701 524 170.0 SW 170.0 584 167.6 071 170.D 670 Ida/ 918 170.0 flat 130.4 97a 170.0 877 117.3 eye 170.0 690 97.8r14. 170.0 660 836 918 170.0 860 73.3 076 170.0 BBO J62617 170.0 717 170.071150.7 927 170.0 584 1]1.0 027 160.6 706 117.2 927 159.1 See 105.5 927 156.7 69681.9158.3 6B5 75.1 921 156.3 695 85.9 927 1617 8952061117 170.0 787 170.0 812 161.6 BBD 1700 691 512.6 860 157.9 6B7 115.9orae1d1.6 868 103.0 M 171.0 NO 92.7 889 120.8 851 77.3 126.8 852 68.2 868 120.6 652 67.8 889 12..6m00606 117.2 748 153.6 631 110.1 TI6 172.7 620 102.7 746 717.8 60e 0.8.6 716 107.6 699 19.6 716 101.0 502 71.6 718 06.8 507 59.7 93.3 683 51.2 71B 93.] 587 11.8 710 91]123.7 677 172.0 579 107.1 877 7172 5H8 88.4 441 100.1 555 77.7 877 91A 616 88.7 877 65.2 579 519 677 81.0 671 61.6 77.0 529 M.2 677 787 529 38.7 617667 529 WJ68 N 1079 817 171.1 510 89.7 617 97.8 544 70.0 617 867 500 67.361778.3 600 Wit 017 72.8 494 53.6 517 a.T Iq //.0 81.1 167 b.4 817 67.7 182 30.8 617 63.7 182 � D_r7182.9 518 67.1 150 89.1 61B 713 110 59.2 678 65.2 132 51.6 616 69-8 425 46.1 510 64.2 419 17.4 518 50.7 414 346 46.0 408 29.0 519 45.0 405 25.0 510 45.0 405 Z J F $ 73.7 108 Se.7 165 62.8 ]96 503 485 64.9 390 44.1 485 494 181 39.2 485 IS.J 378 35.2165 12.2 AI ?0-4 485 S6.J 797 25.2 165 36.6 781 22.0 105 78.2 787 ? I7J 85.2 111 860 ]67 5/.] N+ 57.7 SiH 46.6 441 50.6 772 10.8 111 15.1 380 76.2 141 11.6 380 72.8 /4f 3e.7 358 27.2 411 91.9 749 2].1 /4/ 33.1 718 20.1 441 32.7 J/6 J KZO 12.4 732 118 295 35.4 712 37.0 2M 70.3 732 72-7 281 28.6 372 26-8 260 23.6 v2 25.1 270 21.2 332 21.1 272 77.7 372 21.7 286 15.2 ]32 199 282 133 1M 18.7 260 H 0 35.0 291 ]5.9 280 29.1 791 ]0? 256 25.0 291 26A 262 21.8 ?01 23.b 248 19A 201 21.3 244 17.5 29t 19.5 211 11.8 201 17.1 238 12.5 291 15-6 232 Z OD 24.6 230 2S.1 200 20.5 230 21.1 205 17.5 230 18.3 201 75.4 230 78.2 too Q to�1 C3 O ~ C" Go$� 1716 22.8 218 23.1 I9T 10.9 x18 10.1 794 16.2 21B 16.8 197 11.1 210 11.9 IN (0 120h I7.D 187 18.2 770 11.8 1B7 75.3 767 ('7 x N < Q a � Z.0O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: W � Anchor Capacity Table Ibe ANCHOR CAPn 8a41m1e: 2.7k C-le 3.51,Cane. Hdbw CMU Filed CMU PT Wood Mdd (DP_)X( >=ANCHOR CAP.- L18'Eko t/1'SS Elco Y1T Ebo 1/4'SS Eko 010 Sled e12 Steel 912 Steel MULLION ArcMr ryw: vie•El.Ullreeon vP Eko ula.am 3176•Eko UN- 1l1'Elco llkwon USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns UBrxon AggreGel« Ulweca A9gweW« Sc w(G5)Screw(GS) Scnw(OS) Edge DkW-Ott• I" 2-V2' 1• 2-1/y 7-1/6• 1' 2-1/Y V 2-Vy y 11/8' y 0.46' 0.51• 0321• CAPACITY REQUIREWCORRESPONDING TO AN Ennradnere M' 1•v/' 1-31e 1-vP 1JI1' Y +-v4• 7-ur 1•v1• 1-111' 1-ve +-ur y 13/6• 17/8• w17. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anehod 04.7V Min.O.C.I SlanNad«OINe+ IIIFq.1J_ 7904 7904 4504 890 be 16444 2704 2804 354 We 74014 374 the 6614 9(616 3114 44214 5804 OPENING.WHEN RIS LOWER THAN THE MULLION 4 AWh=0I.15•Min.O.C.I SlanOera(«OI17e11 Gq(FI9.3: 40D be 70010. MA WA NIA WA 36010. WA N/A WA WA WA ee24 ees14 11204 CAPACITY(F ROM THE TABLE)OF THE SELECTED 4 Anchon@3•M6.O.C./t2)2<S Anile aiN I IF0.31 7804 7804 6504 15M lot +8964 9-0 WR WA 700 lbs 740 ib. 8804 18024 682 to 68516. 11204 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AnoMn @ 0.51'Mln.O.C./V4;Iq,176.100'Aknn.(Ftp.1): WA WA WA WA NIA WA WA N/A NlA WA WA WA WA WA 9504 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arch«/FLIq(Fp.Sk +�4 1054 2TS14 u54 .7214 1754 J. 1774 37014 76714 3324 +17th. 17014 22114 xao the ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancb«. 1.15'Mh O.CI F19q(Fp.6): 2104 3504 WA WA WA WA 19D4 WA NIA WA WA WA 111 be 41214 5604 ANCHOR CAPACITY TABLE. PRDDUCF REVISED 0.e complying with the Florida Building Cade�-p21b•to FIGURE 2: 12W Acceplulce No FIGURE 1: TABLE NOTES: E%pinelion Dale 04 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4441 Dade rradld ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 2)LINEAR INTERPOLATIjIV BEj1 WN VUL6 LENGTHS AJID/OR OPGNIIJG WIDTHS LS ALLOWABLE. FIGURE 3: ANGLE • • • • • • • • • - OO, �R 3)MULLION AND MULMON CLIPS SHOWNMFE 110710 SCALE.FOR 4�EX`ACT DIMENSIONS,SEE 3.250' �:',.'�1(•,G`i5f mit CLIP MUST SHEETS 21-23.HOLES 10 BE DRILfFDIN TRE U&FO NG�,,v+,wr�'��.'�.'i`FNSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 2=-JeFIG.V§I:SA(JCSU�Cy�STE A�R�(y.1.ATE HOLE LOCATIONS. - No.587n� IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND aI .100' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -"() a'W ' 117 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O. ALUMINUM SHALL BE "!7 ;'/i . 6063-TS AND BE A MIiJIMURI�7F.100" ICK.ST 1L TUDS A UM GRADE 33 AND �.(^' F;7R(gP.•,"\;�� .045 THICK(18 G1�UCa0-STFCTURAL`jL BAT LEAN.15' I AND A38.ALL 1.25'X 3.25'X.100' %��5•�l ' !♦ ANCHORS INTO ME"SHA EXTFN4AT jEAST 3,FCRFW THREADS BEYOND THEMATERIAL. MULLION �� lf.•1.`-`•`\\ #10 S#12 ANCHORS IPATO WaOD MAY BE SFEEb,IBIS S.S.ON 416S.30 • A.&NN'UnMILLS ,P.E. •• • • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TABLE 10A Mullion Cspoclty Tabb Qbule) Opening vAdth(for wdicely46pelning mulleins)or Opening File laht(for hod2orft"lPent911g mullions) 706 106 907. 100 in 120 In 1401, NO In 566 606 G 1Z6%926 R.Is".1.r Trpmir•. Rd. W., Tnpmd..g. R.clmgAr Tnp?d.np R.[.Wt. Tf1prrd.np. Rw.pWr Tr.p/rd.ng. R.NrgWx 7rp/rNnp. RW.naOr Tnp7Nnp RW ineu TrL di,*9. R.ZV.gAf Tuy7rirp. �Y fy LOKn LSM Lwdnp LwdnY L.M6e tl L..6n0 Lwdiq l..dp LOM6y Lo.08• la.rG• Lo.J.lp Lo.GnO La0in0 L..d41p Lwd6p lnMeq Lo.6n0 0 in9 u) Alum.Tube .� '6,. �' 3_ �' '; $ € $ $.. § s Tal '____T �',. Tvilli � Mu. �fi fig, a -fa a sI gfi 3 g afi $fi 6 :du u u. u $ upp$$ uA ue u u y uu u'e u u S sb a 5a il fa 5,624 k1& fi5 �5 ti �a $ �� .S 5 i�a 4fi fa 3a �a" �a fa �a fa as 3fi asfi �a fa fa fa o w 121, 170.0 620 170.0 135 170.0 711 170.0 L.17/ 770.0 061 170.0 566 1700 992 170.0 619 170.0 1116 170.0 621 170.0 1740 1710 621 170.0 1409 170.0 621 170./ 1735 1700 621 170.0 1903 170.0 621 j = /01n 110.0 TOB 110.9 621 170.0 950 110.0 581 17/.0 892 170.0 670 170.0 11]3 170.0 661 170.0 1275 170.0 611 170.0 1417 11D0 680 170.0 1700 17001 680 169.7 1919 1709 680 148.6 1979 170.0 KO y N 50.626 in 170.0 H7 170.0 KI 170.0 896 170.0 6)1 110.0 1016 170.0 564 170.0 1195 170.0 723 170.0 1315 170.0 717 170.0 1191 170.0 iK 170.0 1791 170.9 166 162.5 1177 170.0 768 173.5 1017 170.0 7 Q 54 in 77ee r97 170.0 612 170.D 956 170.0 691 170.9 7119 170.0 754 178.0 1276 170.0 103 170.0 1174 170.0 931 170.0 1591 170./ 858 156.4 1769 170.0 Kt 1N.1 1759 170.0 Kf 1f7.] 1769 170.0 167 F V J 501n 17D.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 070 170.0 1117 170.0 911 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.1 1511 170.0 1063 707.6 1511 170.9 1963 90.6 1511 170.0 1067 67 in 110.0 930 ti00 7/5 770.0 1116 170.0 IK 179.0 1702 170.0 910 156.6 1370 170.0 1015 1392 1370 170.0 1076 126.3 1370 164.0 1042 104.4 1370 75S.9 1072 89.5 1779 155.3 1070 78.3 1310 165.] 1070 d )i g 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1248 156.6 1013 121.1 12/B U7.1 1900 101.9 1219 179.0 989 90.1 1219 170.9 978 77.1 1211 12eA 776 68.1 1211 129.9 916 Z _j 72 in 161.8 1019 170.0 871 171.9 1049 1502 192 119.9 1019 132.1 915 101.9 1919 119.1 160 972 1019 $09 17.9 1019 102.1 838 69.9 1019 9/.) 925 59.9 1019 91.2 820 62.1 1919 91.1 820 J J J T6 in 112.1 411 119.1 122 118.9 911 126.8 805 101.9 941 111.2 791 h2 SO 100.0 771 79.3 941 5 757 59.5 9117W 61.0 911 740 777Il7e in 132.0 191 137.1 113 110.0 894 116.9 761 91.3 894 102.1 751 12.5 991 91.9 740 73.3 B9/ 56.0 991 ll.l tt1 65.0 991 70.7 707 17.1 891 67.0 70711. FQZ 90 in 85.9 611 11.7 6% 71.6 671 74.9 585 6fA 671 i5.7 575 57.7 671 56.2 656 17.1 671 13.0 611 48. 651 758 671 47.1 539 30.7 671 39.7 571 26.9 67f 77.9 52 96in 70.1 590 72.e 527 68.0 590 61.4 518 56.6 590 53.4 569 11.3 Sea 47.6 602 39.3 590 . 75.1 590 39.6 Ip 29.5 590 71.7 117 25.3 690 31.6 169 221 590 29.1 161 F.. X 9z S�AO �) N� a a 108 in 19.7 166 56.1 121 IIA 166 12.0 4N 75.6 SK 77.1 101 JI.1 466 32.9 102 27.6 466 29.7 396 21.9 IK 27.1 rif 20.7 /K 27.5 382 77.8 IK 212 3M 15.5 466 19.8 770 0) M tit ie ISO 111 16.i 400 382 441 391 393 32.7 M1 34.1 382 20.6 441 30.2 382 26A 441 272 376 22.9 441 21.9 ]tt 19.1 411 21.5 763 16A 117 19.3 356 K.] M7 11.8 351 X 1201n 36.3 318 36.9 M4 30.2 778 311 719 25.9 371 26.9 331 22.7 3TB 23.7 729 20.7 771 21.7 326 18.1 ]7B 19.5 727 15.7 779 16.7 ]N U N Q O O U/in 21.0 262 21.2 212 17.6 262 17.0 239 15.0 262 15.3 236 Q o Z (on rn X(on TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCepecily Table(roe) ANCHOR M­_ AP. ANCHORCAP.,,, s1d61nte z.T%laticme ask cant. Nmw atu FmeacLlu piwo.o 61an (DP,)X MULLION CAP.,�,,,.,,�- 915 Ek. V4'SS Eko 915 Ek. tlr SS Elto e10510t1 r1251eN 812 Steel AnchorCllp Patterns �hefW WS'E1C0 UIMM yr Fxo UnW. Umxon 3116•Elco ultmal V4•EkoU9ncon q�l:6aor UArettn AgiiiaoAor Scnv(G5)se-(G5) Seim P5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Ulslerce pn) 1• z-v7 t• 2-vz 311r t• 2•Vz 1• 2-t/z z 1tIC z 0.46' 0.N 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Em_01G. n tall' larr iarr 1a•r z t-v4• 1•vP t•vr 1-V41-v4• 1-1/4' 2 caro' ta•e' canes ACTUAL PRESSURE REQUIREMENT FOR THE 2AntllOn®475 Mtn O.C./SteMerO VORtM Chip(Fla 1) 370 On SOO IDs 450 nn 800016 161106 Z/006 2°010° 961 m6 740I6e ]74 MI 661 In 016, 3/1 be 412%6 3600. OPENING.WHEN IT IS LOWER TOF HAN THE MULLION d Ant,a6 MIn O.G/SI6r10eN(tr 0feeq Cup(Fla 2Y 100 09 T001D] NIA WA NIA NIA 900916 NIA WA NIA WA wA 692196 ees lS 77200. CAPACRY(FROM THE TABLE)MUM A SELECTED 1Ar%con®7M6.O.C./m�5Arg6 Cep9/(Fla 9) 780 us 780156 �� 1580106 18061Dt 54005 5800e N/A 76011x 740 m9 0B0wE-�&. e 68206 995 m6 71201, MULLION.IT WILL YIELDAMINIMUM ANCHOR 3Arcllds®0.51'Mm.O.C./UCNp,610.100'Aerm.(Fig 4)-NIA WA NIA WA NIA NIA WA NIA WA WA WA NIA WA 03096 CAPACITY WHICH MAY BE USED TO QUALIFY 7ArcrOrr F-C1p(Fla 5} 7150: 19508 22506 115 m1 a22 k6 135196 140 e6 mm 9Tole6 1e7 u6 s3¢IDs 170IDs 221 WeaeDInADDITK7NAL ANCHOR OPTIONS FROM THE ^RODUCT REVISED 2Anclon®1.15NIrtO.C7 FC a67 2p a%0 NIA WA NIA NIA 10006 NIA WA N/A WA 911 IDs 412 06 56906 ANCHOR CAPACITY TABLE. ,y complying wish Ibe Plaidl. Building Code i6-bZ1$,6^j Accept-m No ,6 ) FIGURE 1: FIGURE 2: TABLE NOTES: 1.250• F%iretion D.I. 7 • By • • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mfam'Dade product ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATItRBE"ETNIg1ULtLEVArVStDjRQPERwGWIDTHS ISALLOWABLE. FIGURE 3: }- '�� •:.•' \CGNSF ; ANGLE 3)MULLION AND MULLN44 CLIP"Oy�t14E aOT�O iFfi�1 FS�EXACT DIMENSIONS,SEE 3.250" CLIP MUST SHEETS 21-23.HOLES TOME DRILI/ED W TIdE FlEL[bFOM-OWING DIMENSIONAL RESTRICTIONS rlo.5e, 05 BE USED SHOWN ON SHEETS 21-K5.FIGUR86 SHOIMSUG(DESTEO.APPR•)re91ATE HOLE LOCATIONS. _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND Wr-O'. 7(T GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL 624' )) ;FIGURE 4: FIGURE 5: FlGURE 6: BE PRESSURE-TRE47ED)(IF 7W SOL(THERN PIIJE W ITH AN sG OF O.iS.ALUMINUM SHALL BE �L • . 6063-T5AND BEMdIWMUMOF.100'TMICK.STEEL6TUDSi0 BEA MINIMUM GRADE33AND �, �C��' •.,,.••�C�<`'; .045•THICK(18 GAUGR).STRUCTURAL459EWL 1D Bt AT LEAST.925•411'HIOK AND A36.ALL ^\... • • • #10 C&#12 ANCHORS $•Iler W�dD MAY BE S�EEC,,✓E-8 S SW�tg'IE S B OND THE MATERIAL 1.25'MMU LION.624• A.LYWNIMILL�R,P.E. g FL P.E.#58705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 11A Mullion gpadty Tabl°pbaRl') Opening Width porvaRkaly-apaniting mlglom)or Opening Height(forhodtoda"pendlg fir"No 1s) SO in 601. 70 in 1ID in 1 90 in 11001. 1 120 in 140 n ISO In '4Y e�Si 0 Recta Wu Tr rte Red. u Tn ..pr PT ngd.r p M R.n u Tn R.d.n Tn d. R.I.rid Ti. d. tl 126 x 3L4 ngW pRd4.p. Red.np4rt Tr.p/fd.nB. Red M Tn ing Rad. Tr.oading Ren W.r Tnpl7 ine enyW p sling •iu . n0. .. np. a Lowing LOedtny Lo.iq Loadnp Lo.eirq Le.en9 La.riro Lwdrp Le.rrilp Loading Le.6nB letl.q Lee0lnp L0.6rp lo.d'.q L0.6np L08dnp Lo.O9y �Y U x'524 d Alum.Tube .2 s,. .g §� g E .. '„ $ £_ § €,. n.. a" a k'.. � .s $ €,. 5 §'� •£ - 5 >; $,. �' §.. Mu �, s� g€ pg ?§ s & € � ag a jig fa a E& � f2 a �a F� 311 �� $ F& jig Fr1 of FF fa i Fd � F& a Frr 3a F& ; Fa Fd ie 421. 170.0 620 170.D 435 178.0 711 170.0 478 170.0 161 170.0 606 170.0 992 110.0 619 170.0 1176 170.0 621 170.0 1240 178.0 521 170.9 14N 110.0 521 170.0 1735 170.0 $21 170.0 1983 170.0 621 J W 481n 170.0 701 170.0 521 170.0 950 170.0 SM 110.0 992 770.0 630 170.0 1137 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 640 110.0 17D0 170.0 6B0 1700 1%J 170.0 680 110.0 2267 170.0 600 J = 60.626 in 170.9 717 170.8 567 110.0 896 Vol) 631 170.0 tOK 170.0 611 110.0 11% 170.0 M] 110.0 1315 170.0 747 170.0 U94 1710 766 110.0 1193 170.0 756 IT0.0 2012 170.0 757 170.0 2791 170.0 756 s 64 h 170.0 791 170.0 512 170.0 956 170.0 691 170 0 1116 110.0 754 170.0 1276 170.0 B07 170.0 1434 170.0 631 178.8 1594 770.0 1S6 170.0 1913 170.0 661 170.0 7231 170.1 961 160.2 2103 170.0 161 m O 0 601n 170.0 US 170.0 701 170.0 106] 170.0 797 170.0 1210 170.0 871 170.0 1417 170.0 914 170.0 1591 17llh 9% 170.0 1771 170.0 1037 170.0 2125 110.0 1063 149.7 2163 17DA 1083 129.1 2167 170.0 1063 H (� 45 J 63 in 170.0 930 170.0 745 1TD.0 1116 770.0 ISO 170.1 7302 170.0 9111 170.0 1488 170.0 1075 170.0 1673 170.9 1076 170.0 1159 1711.1 1122 15U 2060 170.0 1169 131 S 2060 17(1.0 1171 117.7 2060 110.0 1171 (L 661n 170.0 911 170.0 7B7 1711.0 1169 110.0 907 IT0.0 1761 170.0 1002 170.0 1551 170.0 1086 170.0 1751 170.0 1155 170.0 1919 170.0 1270 !NO 1966 170.0 1276 122.6 1%6 170.0 1286 101.2 1966 170.0 1296 (q z' ? ggg 72 in 170.0 1063 170.0 178 1700 1275 110.9 1009 170.0 14M 170.0 1121 170.0 1700 170.0 1221 154.1 1734 170.0 1315 138.1 1134 169.8 1316 1156 1734 155.9 1361 "A 173/ iWA 1352 86.1 1731 160.2 1362 3 76 in 170.8 1122 1700 937 170.0 1346 170.0 1000 158.6 16% 170.0 T121S 1558 1%2 1285 131.1 1556 151.5 1266 117.9 1556 711.3 1261 %3 1655 121.3 1229 B42 1556 122.3 1219 73.7 1556 121.2 1216 7 aZ 78In 170.0 1167 770.0 %7 170.0 1391 170.0 111L 155.9 1177 169.3 1477 152.0 1221 121.2 1477 139.1 1206 109.1 1477 129.5 1711 80.9 1177 116.9 1169 77.9 1471 110.8 1158 61.2 1177 109.7 1151 Q a 7 90 in 112.0 1110 1165 9% 110A 1110 127.9 969 101.5 1110 107.9 1110 %.3 936 78.9 1110 17.5 922 71.0 1110 10.7 910 59.2 1110 71.3 191 60.7 1110 65.6 070 4/A 11111 62.7 170 Z Q p Q N 96 in I1I.0 915 7203 B72 97.5 !15 101.5 156 07.6 975 1183 012 73.2 975 78.5 829 65.0 975 71.2 SW 515 915 65.4 007 48.8 976 57.4 789 41.8 975 52.3 776 366 976 49.7 761 F X sZ W..G 108n R2 771 &.0 6% 68.5 771 TO] 685 697 771 613 674 SIA 771 51.3 661 157 771 49.0 6% 41.1 711 41.7 WT ]13 771 38.9 632 MA 771 35.0 621 26.7 Pt 32.4 612 Int in 7S.7 770 71.3 661 63.1 IM 65.0 650 51.1 710 56.] Al 47.3 730 49.9 631 42.1 730 15.0 622 37.9 730 41.1 614 316 730 35.6 600 27.0 730 31.9 689 23.7 730 295 601 W M 12D In 69.9 621 61.0 569 49.8 621 61.2 560 42.0 621 1l.] 652 ]7.6 621 39.2 541 33.3 624 35.3 531 30.0 624 32.2 SM 25.0 624 27.7 619 21.1 621 24.6 509 18.7 624 71.5 501 X 14/in 71.7 473 35.1 100 28.9 /33 29A 3% 21.0 437 25.1 390 21.7 473 22A 385 1!.1 433 20.0 361 11.3 433 10.2 376 („) N Q O 0 TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: Z'�mQ' AncherCapaClty Table(ROB) ANCHOR CAP.,,o,,,,,, SuO.t•la 27k Ox6rele 3.5k Conc. Hdbe Cl4U Flied CMU PTWOOd M961 (DP„)X( )=ANCHOR CAP.,,, 916'Ek0 111'SS FJc `716'Ef[O 111' IS Elco N10 Siad W 2 Ste9 812 Sled MULLION AnehorCllp Pall9me nrklxw type @Elto Ulam yr Etcounncm Uxracon 3'16'Elco unman yr Ek0u0racan Aggr.G u0rxtn AM7 wie(33>!or Screw,(G6)Screw lGS) Sc7cw(G5) USE THIS FORMULA 70 OBTAIN THE'ANCHOR E a:farce nY r 2-u7 1• 2-v2 F,-ter r 24J2' r 2-112- r 3410 2 0.48' 0.5r 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN Emleen•a n 1.71• 1-yr lal• lar T 1-v1' I-1/r t-v1' I-vr 1-1/4• 1 4/r 2' tae• Tyr vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AIKlpn®476•MIn O.C.l SYmtlanO rr oatelCp(Flg tY 390.9 390b 150M 11D0IS 16M IDs 270 Sts 280116 354 I% 74010L 37407s 664 Its 046b 3/1 RM 14th 560b OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anth=®1.15'Mh O.C.I Sf Waro(a Olae1)CSV VID 2Y 400b 70D Is NIA WA NIA NIA 3110b NIA WA NIA WA WA 692 b9 US t. 1120b CAPACITY(FROM THE TABLE)OF THE ELECTED IArcron®3MY7 O.C.I(1)216Argk Gp9/IRO 311 780119 780 bs 680 bs 1569b 1806bs 54obs 860b NIA 76018. 7411 e>s OBDb te9zb 682106 BSSb !1260b MULLION.R WILL YIELD A MINIMUM ANCHOR 4 A..®0.54'MIn.O.C.I UCllp,MI0.100'nium(Ftp 4Y NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 1267 b CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcnor/FLIP(Rg 5Y 105 bs 196 b ?75 Ds us b ezz tla 175106 140 b 177 b! 370 nth 1e7 tx 332 b 173106 770b 2211Ds 66D a ADDITIONAL ANCHOR OPTIONS FROM THE 2M.hom IArf In O.CJFLp 6Y 2p IDs 3504 NIA WA NIA NIA 19Db NIA WA WA WA WA 3411Dn 4/2b e60b ANCHOR CAPACITY TABLE PRODUCT REVISED U M.Plying with the Flodft 1.250' Building Code Ac« ante No '0%'S.C. FIGURE 1: FIGURE 2: TABLE NOTES: Exiy gM Date 202) • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4. ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. N DO&Pmduet 7tVlll lfl 2)LINEAR INTERPOLATlVt*BEWAW*N NULI•LEN(WHS AMD/(5R OPRANG WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • • 3.94' :�1�t\-' �1C,LNS[= •(C;A ANGLE 3)MULLION AND MULLION CLIPS STIOWNIhRE T F CT DIMENSIONS,SEE SHEETS 21-23.HOLES Ta @E DRI D�1 T) 7. FLDOIIING DNSIONAL RESTRICTIONS BCLIP E USED SHOWN ON SHEETS 21 V.'FIG011 S QJ(d•4U CF TE%AFFRC2KINATE HOLE LOCATIONS. i4u.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND1// _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL - `)- ,e °A LI(1 FIGURE 4: FIGURES: FIGURE 6: /(•' BE PRESSURE-TREATED YELLOW SOU HERN PIN WITH AN S OF 0.55.ALUMINUM SHALL BE :;Int" i,Of- • 6063-T5 AND BEA UTA 11 100' ICK.STJEL STUDS TV BIjA K6121AUM GRADE 33 ANDURAL&TAFVkL 79 .6+4 !`C ANCHORS KNTO M S E TiIEA9T 3 YCRiW T�HREAD�IEIOND T MATERIAL.C%AND AX ALL ��IS�S�O�J/�� C - #10 6#12 ANCHORS INirO WGDD MAY BE SVEELI 1841!S.S.OR41(PS.S* • 1.25'X 3.94'X.824' A.CYwNI MILIA,P.E. •• • • • • • MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A ag Mulgon Capacity Table Ibefe) 7 Opening Width(for verefxify-6perWrlp mullions)or Opening HelgM(for horfzofdakspaMng mullions) C CSOh 6091 701n soh got. 1001. 1201. 1401. 18044 6 R•ctsnoolx Tnpftll-V. RwW9" TWTdero• Rwtsnp8v Trspr0lrp. [R*CUrodv Tnpf7Nro. I;wWpdr TnplTdfw. N6ct6roWr 7tep/nlsrlg. RecWpolf N4plidero• Ftecnrodar T1ap/frl6np Rw44ftrqwt NL.,11%O.Insdng Ldnp L0-ane t.aadng Lmdnp Loadnl; Ladnit laadro tu•ro ppi1i 2x4x.2g ���(W tn6dro I.oadlq $LoMp Loring Loring' drq l4R•.g WedW Stfi Alum.Tubo Mu'Mo. 04 F V zZ 421. 170.0 620 170.0 435 170.0 744 170.0 470 170.0 868 170.0 We 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1406 170.0 521 170.0 1773 170.0 521 170.0 1983 170.0 021 W b N 170.0 706 170.0 624 170.0 0.50 170.0 684 110.0 902 170.0 630 170.0 661 170.0 1216 170.0 077 170.0 1117 170.0 680 170.0 1700 170.0 680 170.0 1803 170.0 1160 110.0 ?267 170.0 860 J = 50.6251. 170.0 747 170.0 683 170.0 898 170.0 631 170.0 1018 170.0 684 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 1793 170.0 788 170.0 2092 170.0 700 170.0 2191 170.0 761h 170.0 797 170.0 812 170.0 950 1700 691 170.0 1118 170.0 754 170.0 607 170.0 1134 770.0 5]7 170.0 1691 170.0 BSB 170.0 ISO 170.0 661 170.0 2231 170.0 561 170.0 2650 170.0 801 mOBO h 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 1240 110.0 878 170.0 914 170.0 1501 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2179 170.0 1063 160.8 2810 170.0 1083 J 63 in 170.0 WO 110.0 745 170.0 1116 170.0 650 170.0 1302 770.0 810 170.0 1488 Woo 1015 170.0 7873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 106.7 2553 170.0 1177 115.9 2653 170.0 1171 681. 170.0 974 170.0 Me 170.0 11e9 170.0 BO] 170.0 1361 170.0 1002 170.0 1558 170.0 1006 17D.0 1753 170.0 1153 170.0 1915 170.0 1210 170.0 23]8 170.0 1275 101.0 2137 170.0 1288 172.6 24]7 170.0 1288 721. 170.0 1083 170.0 878 170.0 1275 170.0 1009 770.0 11e8 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1357 115.6 2184 170.0 1400 121.8 2181 170.0 1629 109.2 2161 170.0 1830 V @W J 78 h 170.0 7122 170.0 937 170.0 1340 170.0 1080 170.0 16/0 170.0 1209 170.0 1791 170.0 1122 166.1 1960 170.0 1421 118.6 1960 170.0 1605 123.1 1900 161.8 1618 106.1 1960 164.0 1635 Sze 1980 162.7 1631 J d Z 781. 170.0 1151 170.0 867 170.0 1181 170.0 1118 170.0 1811 170.0 1230 170.0 1842 170.0 1389 152.7 1561 170.0 1474 137.4 Joel 163.1 1600 114.6 1881 147.3 1473 98.2 1861 130.8 1469 g6.e 1681 137.6 U51 I- J 9044 170.0 1320 170.0 7114 119.1 1]91 168.0 1219 127.8 1196 138.0 1180 111.8 1388 121.3 1178 99.4 1398 110.2 1162 60.6 139B 101.6 1147 74.5 1396 69.6 7722 BSA 1708 821 1105 63.8 1308 7eA 1098 I- 1 Q N O 881. 117.4 1229 161.6 1091 122.8 1729 127.8 1078 105.3 1228 111.2 1081 92. 1229 98.8 1011 81.9 1228 Se.8 1029 73.7 1220 62.1 1018 81.4 1228 72.2 981 62.7 1229 85.9 977 48.1 1229 62.1 087 Q N 1081. 103.5 071 106.8 077 80.3 971 89.0 682 71.0 871 71.2 848 84.7 971 68.1 817 67.5 971 61.8 626 61.8 971 66.6 816 11.1 971 49.0 798 17.0 971 44.0 782 32.1 071 40.8 771 Jill. 95.1 019 97.3 832 70.6 919 81.9 810 06.1 918 70.9 108 tie. DIB 62.9 791 43.0 910 58.7 781 17.7 919 51.0 774 19.7 019 14.8 768 31.1 919 40.2 742 29.8 919 37.1 732 X V Y Y 12044 75.5 766 76.6 718 620 788 81.5 706 53.9 766 55.8 695 41.2 786 19A 888 41.9 768 44.4 6'77 37.7 788 40.6 680 ]1.6 786 31.9 853 27.0 760 31.0 841 23.6 788 26.1 831 F 144 In 43.7 518 447 501 36.1 SIg 37.0 4. 31.2 648 31.9 491 27.3 640 28.2 465 24.3 548 25.7 !79 21.8 618 22.8 171 182 616 18.6 164 16.8 616 17.2 455 17.1 616 15.5 448 Q..N Z LTABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: 'm0 Anehor Ce •cl Table Ihe) ANCHOR CAP.,a,,,,, ANCHORCAP.,,a °•��§-6 Su069a1e 2.7k Core tele 369Conc. IRS"CMU FMd CMU PTWoOd Mdd (D_)X(MULLIONCAP.,a,,,,,,,�- 5116•Eko IM•SS Eko ku-M Elco Vr SS Eko 510 SI8d 912 Sted 612 Sted A.W Typa 3'7E EIa0U5faan Vr Ekounr4con u5lxon 3.76•Elco Ullman yr Ekounracon AppreGalor AggfeGdof Scne (G5)Sc ItGa� Sum(W) USE THIS FORMULA TO OBTAIN THEANCHOR AnchorClip Patt/me CAPACITY REQUIRED'CORRESPONDING TO AN Edge p'tar'e pn) t• 2-112' t• 2417 3tlr 12-112' t• 2-112' 2 2 0.48• 0.54• 0.92r ACTUAL PRESSURE REQUIREMENT FOR THE EJ9I130n A n t.V4• ty4• 1314• 13'4• z• t-v1• 1.114• t-v1• t-vr 1411• 7-v4• 2 1a+6• 1�g• telk' OPENING,WHEN T IS LOWER THAN THE MULLION 2 AMhon,®475•Ben O.C.I slatlad or O5sel Cep(Fq.162) 390 b, 1 39011.6 450 W ago W 1644 513 2705» 280 VA 1 35416' 740 toe 374 W 661144 946 n 341 R. 44211° 560 m CAPACITY FROM THE TABLE)OF THE SELECTED 4 Anthart®2.@rMI.O.C./StWftd(M Gr6N)Cllp(F193) 740 a' 710m stD u' 1485 as 1424°' MIA SBO e° WA ses t°e NIA eeo 56 WA see Da yes•6 t120W' MULLION.T WILL YIELD A MINIMUM ANCHOR 6Arttlon®1.71'Mh O.G/Slab'N(d CReI)CMp 018 4) W6 tos 050 758913 1816106 NIA WA 70510' NIA 79910' NIA WA WA 1022104 1327106 >� CAPACITY WHICH MAY BE USED TO QUALIFY 4 Arcld'®9'Mln O.C./(�216 Arok Cps/(F19.5) 780 ms 7 680105 1560 516 1806 bs 0 5�5s NIA 75010s 74610' BgO k6 1092 as 6e2 M 885 Es 1720 aft ADDITIONAL ANCHOR OPTIONS FROM THE 6Arclnn®3'Mh.O C./(2j 216 Arok Clp'1(Fig 6) 1170 lbs 1170 N6 102010' 2340106 2844 Rd et 840 Ds NIA 1740 56 1122 ID6 192010' ?&1g 516 102210' 132716 1680 Oe ANCHOR CAPACITY TABLE. 7 Arc ton®1.34•Mtn.O.C./U4:I q,1.to.125'Alunl.(Fig?) NIA WA NIA WA N/A NM WA NIA WA NIA WA WA WA NIA PRODUCTREVISED 6M5hon®0.64•MM O.C./UCnp,lnto,t2S•Alum.(Fq 8) N/A WA NIA WA WA NU WA NIA WA NIA WA NIA NIA WA 21 p os complying with dw Flbrllh 2 AMlnr'®260'Mln O.CI FLIP(Flg 9) 370 W' 370 56 315 to 743106 712 O6 NIA 28016 NIA 340106 N/A 140 V6 WA 311 m 14216 560106 puilding Code ,6��)6 1 SAre ws a 1.71•m-.Gf F41p( .10) 443 IN 62596 379144 8731Ds NIA N/A 951 xs NIA 90910' NfA WA WA 511 Ds 66156 &0106 E pupa 1 9d O .7 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 6lpimli o Dale �4) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Dy FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' Mia Dfde Ptodlct • • • • • • • TABLE NOTES: Stt(1111I//// • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING#HE•TAB►ES•4N0►SHEI)T 25 FSR WFORMNION ON LOADING.SEE SHEETS 2-4 FOR _��,n�S( -y.'.•1'1(e GENERAL INSTALLATION METHODS. • • • • • • • • • 4t 1\'EN`r •'r0. FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL Lt1jGTHS4D/(t OIENFG InDtA t AU-8VJABLE 4.000' ' Ido :-1370' _ • jo • • •• ••• •• • • • •• .250" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO 8E DRILLED 99 (,- • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE :;•U L. • LOCATIONS. tii FIGURE T FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL COjJPVM ICA 301 JECI I fTQ�JS.HOL1&N,ANQ Gf�UT-FILLED CONCRETE BLOCK UNIT '•..FLURUT: 6 4• • • CMU SHALL CONFORM TO ASTM C-90 W D S L BEP R TR TED Y WUVERN PINE WITH AN SG OF 0.55. (FIGURES 506) (CMU) • 2'X 4•X.25'MULUON ��/Sb�ON,\�.-G`�• ® ® • • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA 6�If1YMUM•OF.175'THICK.SLEE4STIiDS TORE AMIN WUM GRADE 33 AND.045"THICK 16 •• GAUGE).STRUCTURAL STEEL TO BE AT LEAST.11611THICK AND 0,36.AALU9WCHORS IWO WETIfL SHALL EXTEND AT LEAST 3 SCREW A.LYIt�{NINIILLER,P.E. IN PAIRS. THREADS BEYOND THE MATERIAL.#1049912 AN014ORS INTO WOOD MOkY BE STEEL!18-8 S.3 OR 410 S.S. FL P.E.i158705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A a Mullion Capacity Tabl•DOW) Opening th(for verticaltPlIParyll mlgions)or Opening H hi(forhorizortall-31)(I mullions) 50 In 6o In 70 N T 60 N 00 In 1001n 120 N 1101n 160 N R.eWlptar TMP7Tt•^P R.cW1p+Ar Tnprt4rlg. R.e1■npiwr Trapf0lrq. R.ct.nl;Ws TnpfTOwv R.cl.nprlr TrwpTe•1B. Ftscl- lr n.prt•q. R.ct■.•r1• Tr■pfTdwv ReU■nW.r Thipilmrq. R■ct•rpd. Tr■ III-Q. o Loading tasdirp Ladrp La■diftp L."m Lowing Lowing Loading L.Wng LOO&V Lading Lading Lawdkq Lo■dr• LadnO In■dn0 Loading Loam U 2x8x.26 _Tw 51 q5111 I fin a wMull�n°i � v ca �" �' ` d �' � g J ` dd3 N 12 N 170.0 820 1 170.01 435 170.0 744 170.0 476 170.0 666 1 170.01 508 170.01 B9e 170.01 510 170.0 1116 170"0 521 170.0 1240 170.01 521 170.0 1466 170.0 521 170.01 1735 170.01 521 170.01 1863 170.0 1121 J W 48 N 170.0 706 170.0 321 170.0 850 170.0 584 170.0 882 170.0 630 170.0 11]5 770.0 881 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 880 170.0 1883 170.0 680 170.0 2267 170.0 880 J = a r..5T. 170.0 7a 170.0 sea 170.0 sea 170.0 671 170.0 1048 170.0 684 170.0 1195 170.0 727 +70.0 1345 170.0 747 170.0 1494 170.0 750 170.0 1783 170.0 756 170.0 tare 170.0 1s6 170.0 2381 170.0 756 O 54 h 170.0 707 170.0 612 17D.0 WA 170.0 891 170.0 ilia 170.0 754 170.0 1275 170.11 803 170.0 1434 170.0 637 170.0 1594 170.0 858 170.0 1013 170ca Cl) .0 861 170.0 2211 170.0 861 170.0 2550 170.0 061 Ill o F 60N 170.0 665 170.0 701 170.0 1087 170.0 707 170.0 1240 170.0 875 170.0 1417 170.0 914 170.0 1594 170.0 BBB 170.0 1711 170.0 1033 170.0 2125 170.0 1083 170.0 2170 170.0 1063 170.0 2633 170.0 10W H rD J 63N 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 13112 170.0 040 170.0 1488 170.0 1015 170.0 1677 170.0 1076 170.0 1858 170.0 It22 170.0 2251 170.0 1189 170.0 2607 170.0 1171 170.0 2975 170.0 1171 j BBN 170.0 074 170.0 769 170.0 1168 170.0 W3 170.0 1384 17&0 1002 170.0 1556 170.0 1088 170.0 1751 170.0 1155 170.0 1818 170.0 1210 170.0 23M 170.0 1275 170.0 2727 170.0 1286 170.0 1117 170.0 1285 m 72 N 170.0 1083 170.0 876 170.0 1275 170.0 1000 170.0 1458 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1465 170.0 2975 170.0 1520 170.0 3100 170.0 1530 W u W S78 N 170A 1171 170.0 017 170.0 1340 170.0 1080 170.0 1570 110.0 1208 170.0 1794 170.0 1322 179.0 2010 170.0 1421 170.0 .3 170.0 1506 110.0 2892 170.0 1828 17&0 N40 170.0 1�4 170.0 3588 170.0 1705 Q U)� U�¢� 76 N 170.0 1151 170.0 987 770.0 1781 110.0 1118 770.0 1011 170.0 1250 170.0 1842 170.0 1360 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2767 170.0 1700 170.0 7223 170.0 1777 110.0 7883 170.0 1788 Q j Z N O BON 170.0 1326 170.0 71M 170.0 1581 170.0 1328 170.0 1858 170.0 5196 170.0 2125 170.0t170417D.0 2381 170.0 1783 170A 2M6 170.0 1016 170.0 3186 170.0 2125 159.0 3117 170.0 2273 1]8.5 3113 170.0 2781 o Bb In 170.0 1417 170.0 1232 170.0 1700 170.0 1171 170.0 1083 170.0 1622 170.0 2287 170.0 2550 170.0 1852 170.0 2833 170.0 2005 180.0 11W 110.0 2738 1]7.1 3188 1850 2470 120.0 3+89 150.1 2426 ssyy gp#� tOB In 170.0 1584 570.0 1400 170.0 1013 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2781 170.0 2271 1M.3 2761 181.0 ZJ73 123.6 2761 110.12281 IOS.B 2781 125.0 2274 82.7 2781 118.0 2100N111117 170.0 18]8 170.0 1151 170.0 1088 170.0 1700 170.0 2203 170.0 1832 170.0 2621 170.0 28]2 162J 27A5 1]68 2632 146.4 2218 113.6 2632 129.4 2186 97.8 2072 115.1 2126 85.! 2832 1011.3 2008 p( to 1201. 170.0 1771 170.0 1586 170.0 2125 170.0 IBM 1544 2252 159"B 1901 135.1 111.4 2252 127.2 1936 108.1 2252 116.1 1015 80.1 2252 09.8 1872 71.2 2252 60.8 1836 6. .114In 125.1 1561 126.6 U45 101.1 1581 706.7 1425 WA 1561 81.5 1107 781 1561 80.7 1564 72.3 1373 529 1581 &5.7 1356 52.1 1561 58.0 1370 M.7 1584 10.2 1305 38.1 1681 44.1 1283 Q..N Z U) TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Anchor Ca eel Table bs ANCHOR CAP.,e,,,•, 6uh61nle: 2.7k Lacrcle 3.5k Cana. IWBow CMU F•ed C14U PT Wood M.lel (DP)X` >=ANCHOR CAP.,„ 1N'SS Eko 5118•Ela 114'S3 Eko /10 StM M2 9f.N W 2 St.di MULLION CAP ,,,,c y11, AgWe-Wr U1-- ApproG■Wr screw(05)Saraw(OS) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR An4tgf TYpe: 116'Elco 181170017 1N'Eko labeeon 3r16'Eko lNu.con 1N'Eko 101400017 AnehorCBp Pattemt Edge pslence(n): r alrr i• 2-flr 3.Vr r 2-172' r 2nrr r 3-1rr r 0.4r 6.s4• o3z4• CAPACITY REQUIRED'CORRESPONDING Embedment(N7 1314• 13/4' +-314• 1.314 r 1-1N' 1-ile dhl' 1"171' 1-114• 1"111' r 13/r 13/8' waw ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm04.76'MN.O.C./SW4xd a Offset Cnp(Fig.1821 390b 390b 150b 890b 1544bIWA VI. A 4b 740b 374b 664 la 946b 34th 1/21be 590b OPENING,WHEN I7 IS LOWER THAN THE MULLION 4 Anchor.®1.68'MN.O.C./31eMerE(a Obel)Clip(Fq.J): Teo b 760 W. 900 b neo 1b. 3232 b5 b 14801" 746 b 127206 IM le. 082 b ass b i i2 11b. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhon®1.W71-MN.O.C.7 Stsnd•d(a ODet)Cap f�q.4} neo la 1100b 10101ba 2595b WAA f0651b. WA WA WA f363m. 17701be 2240b MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AncMr.®Y Mln O.C.I(2)2r5 AnBN pips/(Fq.5): 7811 b 780 b Seo b 1580th. tab bA leo les 74810. 6601ba 16921" 682 b 6B51a +1zo 1a CAPACITY L RICH MAY BE USED R QUALIFY d AncM.®T Min O.C.112)b5 Angle CtlM/(Fig.eY 15B01a 1560b 13601" 3120 Its 37W bWA 1520 b 111611 17so°° 3781 row 1787 b 17ro b z24o b ADDITIONAL ANCHOR OPTIONS FROM THE 128 Anch Q V Min O.C.1(2)2.5 Argk CYp.I(Fig.7): 1680M 2+0015. 1NO b 3780Iba WAWA 1500 die WA WA WA 2045 b 2851 b 7780 b ANCHOR CAPACITY TABLE. PRB)DUCT REVISED 1 Ail-®1.34'X MIn.C.11141q,Nto.125'Alm.(F4.Q. WA WA WA WA WAWA WA WA WA WA WA N/A +430 b m cemplyittg wiYr g10 F1n1� e Arx6a.®0.61'Mn.O.C.I I1dip.NIo.124 Alm.(Fig. WA WA WA WA WAWA WA WA WA WA WA WA 2861 b F-2.000'^-1 IA3uild ng 16-0218.03 2 AmfM 0 4.68'Min O.C/F-CBp lrq.701: 3BO ID6 390 b /50 b 690 b 1818 b4 b 740 b 37410. 6781" 916 b 311 b 4421M 5501" cnP+d+ �1 4 AncMn 1.71'MN.O.C/F-plp(Fig.11): 590 b 700ft 5050. 12881" WAWA 533 b WA WA WA 062 b 865th. 1120 b .250' inti Dale NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Miarti Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 71: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON NIIIIII117 • • • • • • • •• • • LOADIN EE T 4 OR NE I T ON METHODS. G 5 •S� fi GE NS AL�Ti `,. �.( .. • • • • • • • • • • • • �) , .�ttr)st 2)LINT•AR INTERPQLATIO61fETWEFIII MrLL lENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 8000, `t 3)MULLIOR AND Ml7LLIDr�1•LIPS FIDWRR A NQQT Tfl SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ilo.58705 • • • • • •• • • 21-23AALES?I?&DRILiED IN rE FIELD�OLLbEVING DIMENSIONAL RESTRICTIONS SHOWN ON _ _- FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.FIGURE 5: FIGURE B: ltl, ANGLE • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "S 311TL OF FIGURES rO" ( CONCRETE FLOCK UNR(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED • • • • • • • • 5-7) YL•LLdN SOSTHERN PIDIE.WIT,,,N�G OF OSS.tU�NI SHALL BE 6083-T5 AND BE A MINIMUM OF.125' ',1��, MUST BE TFTICI(�STEI STUQS Tp �A r�Nl M�RI �j'S3 A D.�j35"THICK(18 GAUGE).STRUCTURAL STEEL TO �?�l)(�;\�-1G • • • • • • • • PA�aS N BE A•f�jFJ15 LZ5'THICK Aap A�6.1_L ANC%OR6 IN"&O h1FTAL SHALL EXTEND AT LEAST 3 SCREW 2•x 6'x.25' A.LYNN'(u(ILL�R,P.E. TI"ADS B641'OND THE MAJER1A1•#10&#12 ANCHORSINTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • • e TABLE14A mullion Capacitv Table bsAls OpenlnpWidth(for%6r1Celly-BparMt mUllons)orOpenlnpHelpht(for horizormbel spaMnpmUNone) �7rr4tt< 50 in BON 70111 BON 901n t00N 120N 140N 1BD in R1K.14roW Traprtdaro. RedaroWar Trap7daro. Recten9rlW Trep/Tdrp RectarpWar TnpRdYi9. Rmlen9W- Trep/7dlro. ReotergWer TraOJ7denp. R4e1w19War TrWTdug. Rxltk•W TnyTdrp. R4claroWar TrNWTderie. 4 1.28"x 2.11" L09dlro loaaro U.4,,9 Lowhv Lcaft Loadro Lo dng LoaAp Loft I.&. L.Wing LoadV Loadlro L.WIM Loa*Q LrladlIQ LOId1• Looro oY xTubeMlllnm .12V � g � g � " � � EggE � N Egg 3 Ni 42 N 144.2 526 167.0 428 120.2 528 1488 419 1030 526 138.9 414 80.1 526 134.6 411 60.1 526 134.1 411 721 526 134.1 411 6D.1 628 134.1 411 51.5 326 134.1 411 45,7 528 134.1 411 O W 48 N 90.6 403 109.0 333 80.5 403 94.7 325 09.0 403 86.4 $20 00.4 403 B1A 311 53.7 403 78.1 316 48.3 40J 70.8 314 40.J 403 78.e 311 3L6 4D3 788 311 30.2 403 76.8 3U _ 50.615111 82.3 382 91.0 301 60.8 382 78.3 289 588 382 71.9 2B9 51.5 382 87.2 266 15.7 382 84.8 284 41.2 382 e3B 283 34.3 367 63.5 2B3 78.4 382 835 287 25.7 362 83.6 283 O 64N B7.e 319 74.1 267 586 316 81.2 281 485 316 57.1 256 424 318 -1 253 37.1 318 50.6 250 339 318 19.6 249 28.3 31B 49.1 248 24.2 318 49.1 248 21.2 318 {8.1 248 m h 60N 49.6 258 53.1 219 11.2 258 45.7 214 35.3 J 250 40.7 210 30.9 259 37.2 207 27.6 258 34.9 7fM 7A.7 256 3J.4 20J 20.6 258 32.2 201 17.7 258 322 201 76.5 258 32.2 201 F 1D J 63N 427 234 /5.6 200 M..6 234 38.7 195 306 234 34.7 192 28.7 2J4 97.8 189 237 231 29.4 188 21.4 2J4 20.0 tdl 17.8 231 286 183 75.3 234 26.5 183 13.4 234 18.5 7B3 d z88 N 37.2 213 39.4 183 31.0 273 33.7 779 285 273 29.8 176 23.2 213 27.0 173 20.6 213 25.t t70 18.8 213 237 t69 15.5 213 23.2 187 13.7 213 220 IBB 71.8 213 220 168 J m 72 N 268 179 3D.1 155 239 179 26.8 152 20.4 1T9 22 S 149 17.9 179 20.3 147 15.9 178 18.7 78N 24.3 167 25A 140 20.3 781 21.8 137 17.4 tel 18.0 135 782 167 17.D 733 J Q � � TBN 716 752 21.5 133 188 152 19.9 131 187 152 17.5 729 ~ fV Q N TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Cepec Tabb(Ibp ANCHOR CAP.,,,,,,,, ~ >C Z o'G SiLnlrale: 2.7N Concrete 3.51 Core. 1eaDw CMU Feed Cull PT WooO Mdb (D w)X( )=ANCHOR CAP.- 23K AP. , V) 5/16•Eko 7/d'SSEko 5/16'Eko 1f4"SSEko RIDSted M2Steel #1281-1 MULLION CAP.,,o,,,,,, rn 04 �Edge knv type: yt6'Eko 191•Ctll 11d'EICD UNrxm Ulr4cm 3/16'EkOURrMon 1N•EkD U9acm ��� U1lracm A�e6dof Screw(G6)Sorel(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Y Y FAAnchorCIIpPfift8me CAPACITY REQUIRED"CORRESPONDING TO AN � (D (n (o DO- 1' 2-12' 1' 2-112' 3-VB' 1• &v2' 1• 3-v6' z D.4e' 0.rd' D.224' ACTUAL PRESSURE REQUIREMENT FOR THE V C4 Q O O EmoednenI on, 1yP ty4• ty4• 1yc z t-ve 7-vs• t-v4• 1-v4• 7-v4• 7-w z lye• 1y6 e�1 OPENING,WHEN IT IS LOWER THAN THE MULLION Qd.,•' dAkron®3'L9rto.C.IR)2r5Aryle CIPSI(F 1j T&/iro leo en seo ton 1560 bs tees lts 540 cs Sso tx wA T601os 746b 890IDS 1892 na 6821os BASS t430 Rn CAPACITY(FROM THE TABLE)OF THE SELECTED Z�� MULLION.IT WILL YIELD A MINIMUM ANCHOR d' CAPACITY WHICH MAY BE USED TO QUALIFY -D -1 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.266"-1 PR1°.OUCT REVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. as complying wLN97he Fits" Building Code 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. AccepteoceNo l�oo2tS,a3 FIGURE I: BxpiRNiDD 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.11611- B DadeFIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. f1125' \11!IlrlANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL COQRNyT6)&CI a01&PECI�ICATIpNS91HOLLQW AND GROUT-FILLED `� ( Y1 N ptfl/CONCRETE BLOCK UNIT(CMU)SHALLCONFORM TO AETMG9bWOODCHAtL BE PRESSURE-TREATED \ '�� .���.•�\CcNSE ''.F'Q YELLOW SOUTHERN PINE WITH AN SOOF 0.55.ALEMINUMEH!!L 6053-7e AND BEAMWIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUFjMQ$SRADTE��Jt1Nd.04S Tf�IC 18 E)..ST142 TURAL STEEL TO BEAT 1.26'X 2.11'X.125'MULLION THE MATERIAL.A10 N#12 ANCHORSCIWg WINXjjYABE.STEEL,18b S. O 410 S SMREW THREADS BEYOND (INTEGRAL FIN MULLION) • ••• • • • • • •• • • • ••• ••• A.LY4N9v11LLP.E. •• • • • FL P.E.fi 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE15A Mullion CapacKy Table(Ise) Opening 1Mdth(foroerlCa"Perrirp mtdions)or opening HeiOht(for honzaAaly-ap9ming mlQons) TO In to in %In 1001n 120 in 140N 190N d Reaenl9Aer Tro Rat g du Trwrweng. 0 G Rncl w Tryvrdeng. RechnWu TMWderq. R.t nWr 1fep7Merig. RMm1Wr Tro9/Tdeng. Aaolldna r hL"dog emdng 3-2.130A& leedYq Losdro I-In9 Leedrrp tending Lowing Lmde9 Lading Londnp lowing LoednO Lowing lending Lendtq $Y zza 2^^ Lj� a li to �04 dg � � HT I M IS S g a -m I I i 11, g0 W J lL 42 in 17D.0 620 170.0 435 170.0 744 170.0 470 170.0 869 170.0 008 170.0 992 170.0 319 170.0 1116 170,0 521 170.0 t2l0 170.0 Sgt 170.0 1186 170.0 0421 170.0 1737 170.0 621 119.1 1710 170.0 721 J = {eN 170.0 700 170.0 624 170.0 e50 170.0 694 170.0 990 170.0 830 170.11 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 890 162.2 1672 170.0 680 130.5 1322 170.0 9040 11L2 1622 17Q0 990 s to 50.826In 170.0 747 170.0 587 170.0 B% 170A 631 170.0 1046 170.0 Bal 170.0 11% 170.0 723 170.0 1315 170.0 747 181.2 1M3 170.0 786 136.9 tM3 170.0 768 111.J 1143 170.0 7S0 102.8 1117 170.0 769 m 0 F- 64 N 170.0 797 170.0 812 170.0 958 170.0 891 170.0 11104 170.0 ISI 170.0 127b 170.0 603 180.4 1353 170.0 637 11{.3 1553 170.0 058 120.3 1353 170A 561 103.1 1753 170.0 eat %.2 1357 170.0 861 F J 60h 170.0 nes 170.0 lot 170.0 1093 170.0 797 1aL0 1218 170.0 e79 118.1 1218 170.0 9N 129.8 1218 1sa.8 %a 118.9 1215 132.1 93{ 97.1 1210 148.1 913 e3s 1218 119.1 els 73.1 lite 146.1 913 U J 63h Woo 930 170.0 745 170.0 1116 170.0 650 160.2 1150 188.9 %3 131A 1160 153.0 911 118.6 1160 111.9 995 1%.1 1760 1x.2 69b 07.8 1150 128.7 871 75.1 1160 178.2 870 65.7 1160 128.2 070 Z m . 681. 170.0 974 170.0 Tea 152.4 1048 165.6 041 130.8 tae 118.8 eel 114.3 tae 117.4 650 SOLA tae 12].1 878 91.4 tae 118.8 630 79.2 tae 109.1 ext 65.3 10404 108.2 816 57.1 tale 109.2 010 j C 721. NOA 680 147.9 764 117.4 neo 120.0 718 100.6 880 110.8 731 ee.0 No 100.0 Tzz 70.2 neo 92.0 712 704 neo 804.2 Toa 50.7 ee0 70.2 N7 S0.] 890 704.6 668 u.0 800 76.1 lige s a } 7t 76 M 119.7 T% 125.1 690 99.04 790 108.1 670 OS.S 7% 91.3 6047 71.6 7% 83.9 852 86.5 7% Ta.9 04] s9.9 790 71.7 833 19.9 7% 65.1 821 42.11 7% 82.1 819 047.4 790 81.6 817 H Q N O 704 N 410.8 750 115.5 667 02.3 760 90.1 6N 79.1 750 65.9 832 6.2 750 77.1 821 81.5 750 70.6 612 56.4 760 83.7 0403 16.2 750 59.1 594 39.8 750 58.2 686 34.0 750 6.5.5 688 Z m Z %1. 72.1 383 74.1 500 60.1 5111 042.9 191 61.6 683 64.0 4e] 45.1 587 19.9 175 19.1 5b1 K.4 468 70.1 60.7 40.9 492 30.0 bas 38.2 152 25.6 68J 333 {45 22.5 58:1 31.8 M2 LLI t1 by 81.1 H3 19.3 4% 61.6 415 12.{ 4% M.9 427 J7.1 1% 39.9 121 33.0 4% 36.1 415 29.7 4% ]7.2 109 21.6 f% 29.1 !00 21.7 195 28.8 304 19.8 {% 23.0 J90 a 1091n 41.7 791 12.6 353 31.8 391 36.9 318 79.9 791 71.1 342 29.1 391 27.8 377 27.2 391 21.9 337 20.9 ]O1 22.9 J28 17.4 791 19.7 321 11.9 391 17.8 316 Q, Q Ili In 304.4 0470 792 335 32.0 ]70 ]3.0 SJO 27.5 370 28.8 7x5 21.0 J70 75.3 320 21.4 370 22.04 318 19.2 770 20.9 312 104.0 370 18.7 305 V 4x01n 30.4 31T 70.9 269 25.3 117 28.0 261 21.7 717 71.5 260 10.0 117 f8.9 278 18.9 J17 17.9 273 Q.M Z a �O s0 144N 1T.e 220 17.5 203 � � ANCHOR CAPACITY ADJUSTMENT FORMULA: raq TABLE15B Anchor Ca aeNY Table bs ANCHOR CAP.,,,,,,,, _ no9wi CMU peed C�PT� Maw (DP„)X( ANCHORCAP.,,,9ubalmIC 2.7k Cenaero 33k cores. MULLION CAP.,,,,Y1aEke ' o Ultecm 111'Elco lMrean 1/4'SSEke 5;WEko17del 912 SteelAncorrypc altaEkouluaeon IIP Eko Unre<an Ul6e000 A09raGakr u9rocon A9pre05) 9crow(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor CI1p Petfeme CAPACITY REQUIRED'CORRESPONDING 70 AN Edge getenee lN): ' 2-12' '' 2.12' 1118tACTUAL PRESSURE REQUIREMENT FOR THE Emhe*-1Onk 1 74' 1-y4' 1-31I' 1•y1' 7 Tan1-v/• t-v1• t•uP tan' 1-uP Y 13/04 ''� "''1 500 r OPENING,WHEN IT IS LOWERTHAN THE MULLION 2 Anclan@5'kOn.O.C.I(212+5 MgIe COW/1p171R 3%•e 390 lbs 1501°° $90 It- t7ro e' 270 me 280.1 351 4804 7fow 3741os Teo les aero. 3++1604 442 let CAPACITY(FROM THE TABLE)OF THE SELECTED /Archers®04.04 A9n. 0.",.5r r 2I 2x5 AnON LliD4/(FIO.2r 780 Ns leo be 7%b 18701M 2525 Ns SIO b 580IW wA 1120Ib 7/Bib 8e0lea 1992 Iia B821bs 885188 1120 tW MULLION.IT WILL YIELD A MINIMUM ANCHOR e gnonas 271'Nin.o C.7(2)2x5 Argle c4W/(rip.3): nzo IM 11x0 los 958 ka 22404 los zxs4ID4 WA el0lee wA rose ib wA 1J20 We wA lozx ks +0427 904 1880 bs CAPACITY W RICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE pROOUCT REVISED ANCHOR CAPACITY TABLE. as cemplyin6 with the FI1ltide Building 1r--0Z18--03r FIGURE 1: TABLE NOTES: Acceptarnx No 6' iR1ip1 Dale '�+�1 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dal SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi Mi D9de Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "1 FIGURE 2: .125' `� �\�(,Ll..�.,hf/j/�� 3)MULLION AND MULLION CLIPOSHOWI•ARE XOT/lf0 SORLE.SUR OXACT401MENSIONS,SEE SHEETS 21-23. `, ..•. ....... / HOLES S BE DRILLED IN THE•FIELD XI%4E H E:-O(15 I:NS*.REI7RIFTIONS SHOWN ON SHEETS 27-23. • • • • or FIGURES SHOW SUGGESTED!lgPROXII�/�E H�LE`LO�(1TIgNS••• • ` 3.250 1 ' r. ),1 G.:;8705 4)SUBSTRATES:CONCRETE WLL CQ7tIFGRM Tp O.CI%SPEQIFIQATIQW-HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' •U(/,l N r fj'�� 'ill • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY )) 51(qYF�F LEAST.125'THICK AND A36 LL C RS INTO METAL%TALL EXTE7P AT LE/4ST 3 SCREW THREADS BEYOND MULLION THE MATERIAL.#10 8#12E1nVOR �O INTO MAY V SJEEL,18,§S4 Of&41W,S. • • • ••• • • • • • • ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. •• • • • • • • • • • • A.L1fNN MII:L�R,P.E. • •• • • • • • • • FL P.E.#58705 or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 16A Mullion CapitallyTabls btlltr OPeninp Width(for ledca*spandn7 muiors)or oponinp HHpht(br horiaonte"parring mul'iors) i5In e0N 701n 801n 901n t001n 120in 1/ON 1e0N Rectttnpda Trttp/RlenB. RMenp4ar TrwTdwc ReI=w 7rop77den0. IteclenpMr 7leprTden6. Battened. T.Rmwg. Rrcluply TreNTdert0. Reclur•dv Treprtderp. ReelenplNr TrepRdenB• fixtutpdr Tladrp8• �;d YDS WwW Loednm Ludn6 lwedrt9 Loean9 Ladn6 LaednD Loedkt9 Loedeq laednp LeednB Loearl0 Lo.daq laedrp Loednt twean6 t0adrq Lo BAY MULL gFlit-, �' � � � �•DEG.AL �. N m 'd � �� �� �� U-11"Al � �� �� � �� � � �� �� � �� �� �� � �� � �� �� � �� z �N� � LD W 421. 170.0 620 170.0 435 170.0 744 1170.01 478 170.01 ON 1 170.0 506 110.0 882 170.0 SID 170.0 1118 170.0 527 170.0 1240 170.0 521 170.0 1166 170.0 521 170.0 1715 170.0 521 180.1 1e71 170.0 621 J W 48 h-Ti70.0 708 170.0 521 170.0 6% 170.0 581 170.0 892 170.0 830 170.0 11]3 170.0 %1 170.0 1275 170.0 677 170.0 1417 170.0 Be0 183.7 1837 170.0 060 140.3 1537 170.0 e80 122.6 1831 170.0 660 a %.8251n 170.0 .7-47-FIT-0.0 47 170.0 698 170.0 631 170.0 1016 170.0 e84 170.0 11115 170.0 723 170.0 1315 170.0 747 170.0 1411/ 170.0 7% 147.1 1552 170.0 7% 125.1 1552 170.0 T% 110.1 1552 170.0 7% W pO 54 h 170.0 797 170.0 812 170.0 958 170.0 691 170.0 7110 170.0 754 110.0 1275 170.0 6113 170.0 1414 170.0 837 155.2 1455 170.0 e% 129.] 1455 170.0 %1 it0.e 1155 170.0 861 87.0 1455 170.0 881 F (00 J BON 170.0 865 170.0 701 170.0 1083 170.0 7W 170.0 1210 110.0 676 157.1 1709 170.0 1111 138.7 1308 170.0 BBB 125.7 1309 187.5 0& 101.9 1308 157.1 B62 88.6 1309 157.1 962 76b 15011 167.7 B82 J 83N 170.0 870 170.0 745 170.0 1116 770.0 650 162.8 OL 1217 170.0 910 142.5 1247 164.5 983 126.7 1247 152.8 905 114.0 1247 111.3 B52 95.11 12{7 716.2 1136 61.1 1217 115-7 935 71.1 1217 173.7 1135 ? (11 j g m %N 170.0 974 170.0 789 170.0 1168 770.0 903 1484 1180 103-7 985 129.8 1190 147.9 645 115.4 1190 130.5 028 183.9 1180 128.4 914 88.8 1190 110.5 690 74.2 1190 118.1 893 84.8 1190 118.1 691 3 T2N 181.8 1010 168.6 077 731.7 1070 144.8 859 115.1 1010 127.2 812 107.0 1010 114.7 t2B 90.11 1010 105.6 817 80.6 1010 90.8 607 87.5 7010 80.8 7115 57.7 7010 e7.8 780 %.5 1010 87.7 78B Z g� 781n 137.1 908 1{1.0 792 114.5 608 1220 775 88.1 B06 107.1 761 85.9 806 982 749 78.3 NO 86.2 736 86.7 906 92.7 726 57.1 906 71-7 718 49.1 008 71.2 710 42.0 908 70.6 706 Q � r a i 76In 127.1 6B1 172.5 761 105.8 091 112.5 738 80.0 81)1 116.6 725 79.4 601 89.5 713 70.6 681 81.0 707 03.6 891 75.4 694 53.0 881 %.1 %1 45.4 801 84.5 875 39.7 661 83.7 812 Z Q Q N p 90N 82.7 818 65.1 571 86.9 816 721 Sb 59.1 616 82.9 554 51.7 048 56.1 515 40.0 818 %.9 537 41.1 618 47.0 530 11.5 818 11.5 519 29.5 616 38.2 511 25.8 818 36.5 507 W sZ 90 in Be.2 Sbe 70.1 We %A 588 59.1 400 18.7 588 51.4 191 42.9 506 45.5 483 37.9 589 41.! 478 3{.f 5% ]0.1 470 28.4 568 53.4 1511 21.3 586 30.5 452 21.1 586 2e.7 H7 N 0: �o t toaN 47.0 119 48.9 405 39.9 449 41.2 309 34.2 449 35.7 397 29.9 449 31.7 3B7 20.8 149 29.8 ]92 23.9 N9 28.1 377 20.0 N9 22.7 366 17.1 1411 20.1 381 15.0 448 18.0 3% LU `L U) 111 N M.1 425 45.0 385 36.6 125 37.11 378 31.5 425 12.6 373 27.6 125 28.1 387 24.5 125 26.2 702 221 125 21.0 3% 18.1 125 20.7 550 15.8 425 18.8 313 F ❑ lA (n 120 N 51.0 381 35.5 331 29.1 364 29.8 320 24.9 354 2SA 327 21.8 J0/ 22.8 317 18.4 761 20.5 313 17.5 764 70.7 70B d.. Z Q 10 0 1441n 20.2 251 20.1 233 16.8 253 17.7 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� TABLE 168 ANCHOR CAP.,,o,,,,,, � Anchor Ca aci Table fibs) PT wood Mefat (DR-)X( ANCHOR CAP.°e SUSpnle: 2.Ik CgcMa 3.Sk caw. Holm CMU F•ed CMU `MULLION CAP.,,,,,,,,, Slte'EZ' 7/1'SS Eko 5116•El w 711'S9 Elco NIO SUN N12 SIW 612 Bled Anchor Type: Y18"Eko 791nton 114'Eko Uexw 111Vecw 3'16'Eko Uliracw 1/1'Eko UNecw AppreCalar UK-on AW.Gebr Screw(05)8erew(GS) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR P6Anchws@2.7lw,M--, nchor Clip Patteme CAPACITY REQUIRED"CORRESPONDING TO AN Edge Wlance(N): 7' 2-72' 1' 2-72' 11/8' 1• 2-12• 1• 4.72' T 3.1/8• 7 0.46• 0.51• 0.321• ACTUAL PRESSURE REQUIREMENT FOR THE Emuanant(ny t-YP 1-Yr t•Y+' 1-YP T 1-t 14• t-1n1• 1-1/4 t•tu• 1-tlt' t-111' x• tJlC i-Ye' `e'let OPENING,WHENRIS LOWER THAN THE MULLION 2 Anchors Q 5'Mn.O.C./(4)245 AnpN ckDe/(Fq.1): 390101 390 Ae 4%Wa 890IW 17W 6u 270 M. 460I� 15415' 74015e 374 ke 720IW we r. Xt bt 14215e 560 Ns CAPACITY FROM THE TABLE)OF THE SELECTED t AroSat Q].Y kWr.O.C./I'!)2r5 Anple awl(Fq.27 700 ter leo•a 780 Na 16701b 2525 ka S/O ba Seo IM WA 1t20Ite 716b aeD 15a 1e921W 6B2 nx ee51M 1120•a MULLION.IT WILL YIELDAMINIMUMANCHOR .I(Z)2r5 Arele C9q/6q.37. nzo 156 7120I1e ase 1ue 2218 im n5e m. WA e10 tes WA 1059 roe wA +32o as wA Ion m 1327 Ee 1880 Ate CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT RFVISED m canplying wish One Find& FIGURE 1: ItuildingCode )6.0218.03 TABLE NOTES: Aco-•I4ance No Ea imllmDate 202) • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. \ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY.. t'm4xt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIpq%JOWIVARE ROT40 SCALE.FOR @(AC79MENSIONS,SEE SHEETS 21-23. c, • • • • HOLES TO BE DRILLED IN THE•F1ELD FOLL WIAG dIMEASI E R TIONS SHOWN ON SHEETS 21-23. .125" 45° \��'••'�\C nt,g;; �� _ FIGURES SHOW SUGGESTED%PROXII E I�L�LO ITIQN'S" .T I�• ` �• • • • • • • • • • " 4)SUBSTRATES:CONCRETE Sil-IpLL CQWGRM T04ACI 306 SPEWFIGATI".HOLLOW AND GROUT-FILLED 3.250 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' tT•,G`° �/ $ 6L I�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45°BAY O� -1 •: /_I/ LEAST.125"THICK AND A36�4LL gjJGl-J�RS INTO METAL MALL EXTEI�AT LEAST 3 SCREW THREADS BEYOND MULLION '..A ST'r3 G. • THE MATERIAL.#10&#124NQAORSIINTO WOAD MAY V S-&EEL,18*S.Z OG41W.S. �'��i�_ •"!`7R\V�' • • • ••• • • • • • • i, 31t)(t�L '" ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. •• • • • • • • • • • • A.LYNI,11y11L2R,b.E. • •• • • • • • • • •• • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-1.000'-I 1.000' I-"- Ir F-,.268"-1 O -�-� 1.00D- 1.000• (� I .125" .125' .125" 2.750' .125' 3.125' 3.188" d 2.750' UwT, 25' to .125' [1271' 25' N2.000" 2.000' 2.118.265' qW. .125' Z �N sU) .125" L ' .375' 850' 500' r LT -T I O = I V X 2'X.125"MULLION 1'X 2'X.375'MULLION 1'X 2.75"X.375'MULLION 1'X 2.75'X.850'MULLION 1'X 3.125 X.5"MULLION 1.26'X 3.188"X.266'MULLION 1.28'X 2.11'X.125'MULLION Q 6083-TB 3T6 ALUM. 8083.76 ALUM. 8063-T6 ALUM. 808378 ALUM. 0 X-SECTION XSECTION ALUM. 6063-T8 ALUM. 6063-T8 ALUM. 606X•SECTION X-SECTION X-SECTION X-SECTION X•SECTION DO Z C H 0 to J 1-125' }-{(�-.1x5' �i 1.tzs• V) TABLE A Z W I 2X5 ANGLE CLIP Dimandon Value(in) ForMullion: g STA3-T ALUM. I 8063T6 ALUM. IlJ 6083-T6 ALUM. 2.125" X-SECTION _ Z 2.000' X-SECTION 2.000' A 1.825 J d 1 6063-T ALUM. I 8 2.854 1'X2'X.125' Q J L .125• Aluminum Z V a rn o ,125• X•SECTION C 0.895 Tube Mullion Q Z•.Z D 0.740 N Q Xo F� .125' I ( Z a o 0 ---I.740"F- O E A 1.125 1'X2'X.375' W Y Y 5.500" B 2.404 Aluminum (0 U) 4- M Cui HE 375• 5.000 ---i C 0.835 Tube Mullbn Q a O O .375" N. .375'MIN. F-- D 0.490 a ZMIN. p 1,875 �$ k0.338"MIN. _ __ _ Of w u-CLIP A --------18 3.000 1'X2.75"XL_ --- -J A I 8083.76 ALUM. ---- 2XS ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 806378 ALUM. D 1118 Tube Mullion TOPVIEW �- STANDARD CLIP CENTEROF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 808378 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1'X 2.76'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1118. B 3.000 .650' SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER+1118'. SHEETS 5-17 FOR THE TABLE 8 D 0.836 ANCHOR O.C. 2.000 DISTANCE.MAXIMUM PGT Part# 6 2 837 1'X3.125"X r cO pIyi R6vls� ANCHOR HOLE Mull Dimension(sheet#) aac«ingC�&iw 17eF�iVa 5.500' •375 DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Cllp Angle Clip C 0 863 .500'Alum Ac [An INND(O-c�8 03 .375' MIN. DIAMETER+1116'. MIN. 1"X2"X.125"(5) 66605 666113M 8881118M 666243M 866511M p 1.137 ��Mull anti Date /ji021 1"X2"X.375"(6) 686006 666114M 6661119M 686244M 888512M r---- -------I----------- I A 2.625 1.26'X3.188' Mian DadeProducl 1"X 2.75'X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3.262 X.265'Alum I D i B ••• ••l"oX.2,75"A.65CIA(e) • a66608� 666116M 8681121M 666246M 666514M C 0.862 Tube Mull LYNN&;1z,1 j i 1" 3. �6iX.SUO{9)• 46&VM 6681118M 6661114M 666242M 666515M D 1.762 \`O�1,.._F••.. F t i i I • 1.28'X2.11' tip,.• \Gr ISE j 00 1.75:X3a18�XZ64(12� i6G41M 6881117M 6661113M 666241M 666516M q 1.813 .121"Alum ------ Tube Mull 14v.58"ID'I --------- I •• X2. 1 X.12"(18) 69370 NIA N/A N!A 666517M - Ly C OFFSETCLIP NOTES:608376 ALUM. 1�911 •125' I TOPVIEW 1)HOLES TO BL•DRILf"IN THE FrLD FO6L8 jING DINOrJON�L•IR�STRICTIONS GIVEN ON THIS SHEET. Pi Ofzk • • • • • ,� '- r6 2)SEE SHEE�s�•20 Fgst SUC{aE5}E•4•APQRO• jCIMTE HaE LOCATbNS 8 ANCHOR O.C.DISTANCE. NNIt11 \_ •� • •• • • • • • • • A.L1' Iy1,I���R;T'.E. 3)SEE SHEEVW 4 FORSBENERAL 1NSVALLA110N METHOD. • FL P.E.#68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -{ 1.000" r- --) 1.000' f- 1.062•--I� .063" .3w rg .062' }•j .125" 062' I tci6 .438' I .125' gY U 4.000" ST 63-TS A UM 2 125• 2X5 ANGLE CLIP d 4.000' 2.000 6 X-SE TION 2'000' 6083-TB ALUM. 4.000" 2.625' ucLP X•SECTION 6063-TB ALUM. lV .125' I I XSECTION .125' .125' X-SECTION �(E m � .125' .1.03 Z wN 0311 O .125' T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W ,125 J DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE _ .375' '1 " .375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m 0 -{ 'T HOLE DIAMETER:ANCHOR DIAMETER+1116'. - m 00 OF 1'X 4'X.125' 1'X 4'X.375' 1 V X 4'X.375" 1 5.500' 5.000" Z M U) MULLION MULLION "T-MULLION CUTHERETO 375' 1'- Q ID -� 6063-T6 ALUM. 6063-TB ALUM. 6063.76 ALUM. .375' 3.125•- -�{_CREATE F-CLIP,SEE •375' MIN. U) X•SECTION X-SECTION X.SECTION MIN I DETAIL F.SHEET 4 1 1.250' .375• Z W --- ---------1 375' r-------i I r_______� CENTER OF r I 2 - I I I I ANCHOR HOLE j i MIN. 0 Z 1.250' 1.250' I I I I I MUST LIE WITHIN ct a. I 1 I I I THE DASHED I ; Z U e' '- i I I BOUNDARY.SEE Q O O _ _ SHEETS 5-20 FOR i _I Q z Z 2.875' 1 I I THE ANCHOR O.C. F I I ~ Z} 0 F I DISTANCE. I Q 9 O`sem 3.94" I I I I MAXIMUM i W ZO w a o I I I I ANCHOR HOLE I I W 3.250' 3.250' I I I I - (n u) I I I I I I DIAMETER: J DJ rD .100" .100• .100' L ______� L-____-_J ANCHOR -_____________________- Q Q O O I DIAMETER+III 6'. 2X5ANGLECLP OL Z .100' 624' rY L STANDARD CLIP U-CLIP 6063-T6 ALUM. D' .6'4' � TOPVIEW f, -T Z.E.EROF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 8063-78 ALUM- --J .820' Fes-- I --1 .820' F-- �'1 .820' 1-- INTHE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25'X.100' 1.25'X 3.25"X.624' 1.25"X 3.94'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value In)For Mullion: Dimension Value(in)For Mullion: 8005-TS ALUM. 8005.75 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1116'. 1 X4' F 1.938 1.25"X 3.25" X-SECTION X-SECTION X-SECTION G 1.000 .125• G 0.500 X.624' H 2.680 Aluminum H 1.438 Aluminum 3.000 Tuba Mullion I 3.250 Tube Mullion (--2.661'x{ QT,.L .375' .375' F 3.187 1'X4'X F 2.825 1.25X3.94'II , MIN. G 0.757 .375'1.377' •125' -_-� H 3.2. Aluminum 1 1.500 Aluminumompliwithth3.000 Tube 3'T" 1 3.250 Tuba Mulibn cemplyin8 with the Flwks F 2260 1.25'X3.25' F 2.813 30'Bs MuM Ouilding Code0.750 X.100' F 2.875 45'Be Mull Acaplf n loo 16c1218.03IAlu roam8 pveli Dale.1252.250' I I I 1 I 3250Tube Mullion30 i H i Mi Dade Product TABLE D 3.250'45'BAY I I I I30'BAY MULLION 6083-TBLif_�!i_� • -�-�� Mull Dimension POT Perla �� LYNN 41118083-TBALUM. I X-SEC (sheetN) Mullion Std.Clip Offset Clip U-Clip Angle ClipX-SECTION �1• -''CEN SF • •• • ••• •• X.125'(10) 69384 888111M 6881122M 868241M 868518M ? '•,y�( • eJD • •OFFSETCLIP II •125• • �064T&ALUM. 7X4'%.375'(11) 68610 888112M 8681123M 888242M 888519M ; N0•J07Oy .226' �--,981"-i •• ••• • TOPVIEW 1'X4'X.375'7(11) 88853 668112M 6661123M 668242M 688519M - -_ .228' G--.961"-, .740' E 1.25'X3.25'X.100'(13) 20180 8881127M 6881124M 8a82410M 8965115M NOTES: 1.25 X3.25'X.824'(14) 20161 6601128M 6681125M 6882411M 6685116M -a 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON TrIS SH€F•T• • • • • 1.25'X 3.94'X.624'(15) 20162 8881117M W51126M a6K41M 666517M •TO-.• S T C)T 2)SEE SHEETS 5-20 FOR SUGGESTED"APPROXIMATE HOLE LOCATIONS. ••• • • • • • • � 850 W 30 Degree(19) 66649 WWA A WA WA 6685110M •• • • • • • • • • • • 45 Deg (20) 66A WA 610111M � SSI( I/L 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • •• • • • • • • • A.LYNIY�(1�4ER;�.E. •• • • Is • • FL P.E. 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E • n Mull Dimension PGT Part R 7A� (sheet#) Mullion Std.Clip U-Clip Angle Clip "�x•125" IF -�(-.125' --11---.125' �gck z 2"X4'X.25"(16) 88802 666261M 866271M 8885112th i� r o � 2"X 6"X.25-(17) 88804 888282M 686272M 8665113th I STANDARD CLIP U•CLIP I 2X5 ANGLE CLIP ° w 6063.78 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 2.000" I XSECTION 2.126' IJT XSECTION2,000" X•SECTION NOTES: N1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' .126" .125' 1i mDIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. ZL U) N2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE 1-1 490+� O W HOLE LOCATIONS. 1.490" J W LU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' X A U) CUT HERE TO 5.000' 375" w U) C)8 0 3.500"'� CREATE F-CLIP, MIN. m Z M 2.000" .375" [ I_SEE DETAIL F. .375' Fe .375' --- 0 t0 J MW. r SHEET4 MIN. Z j r-------- ---�-- -------, -- -- r---------------------T Z W g m .- - W ao Z 4.000" i rr I 1- U { -� - --- --i- 3.438" + 3.438" --------i Z 0 Q N o .250' 2' MULLION I I ul 3.438" I F Z ZQ06SFCTI N I I I _ ZXSECTION I ---� MIN• U3 o_______� L__________________------ --- -- Y Y U) STANDARD CLIP 2X5 ANGLE CLIP < 2 Q U-CLIP,6083-TB ALUM. 0.., CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. co SED FOR 2'X 4'MULLION,SHEET 18 a Z m O .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g. SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. � a' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER.1116". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16•. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1118'. 5.000" 2000' -3.500' CREATE FLIP, )'- - -'1 .375' .375' __.375" SEE DETAIL F. _ MIN. r-SHEET4 MIN. _ MIN. 375' I I I I I � I I I I ;:O,i)11C1'RF:VISED I I I I sl complying with Ila Flod& I I I Hnll4ingCode . IIII1 I'II I--- •---- •••IIIII j I• ••• •• •• ••••••• ••• --rII1-- I � F- e•�\��\�..�.•S'\l-C•E•NS- E• '• .6•.0 p. •, ;(3 ccepincN ((o-0 "1 E I(1101Dde 90`Il:n/U `Q BY .250•921� 8.000' 4.688" 5.438" ------ Mile trodud 5.438' 01111IIll o MOM 5.438 • Ae 2'X6"X25' MULLION J6 ALUM. h:o.58705 6063 X-SECTION ••• 375' j MIN. -------------- -OF STANDARDCLIP• • • • • • • U-CLIP 2X5 ANGLE CLIP _ -_ BOTOP VIEW a • • ••• • • • •ASED FER XBTMULLION SHEET I7 60TOPVIEWM- ��� 116R"�� • •• • • • • TOPVIW A.LYW MILLER,P.E. •• • • • • • FL P.E.#58705 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS N HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=65^,REFERENCING SHEET 25,THE COLUMN USING --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED _ t DESIGN PRESSURE OF+60.0660.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ' SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH-72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD ] 0 FENESTRATION oETAILs• NOT BE SUITABLE FOR THIS APPLICATION. S a PRODUCTS SHEETS oY APPROVAL 23 FROM TABLE 4A,SHEET 6,THE 1'X 2.75'X.650'MULLION(LENGTH=72",OPENING WIDTH s 70')HAS A DESIGN PRESSURE OF+672.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. LO N MULLION 'S}03 LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 Z -It n � N ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0 W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _J _ x-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W O a O No ANCHORS w WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 3T --I MULLvnoTH ~ 836 LBS J (� (60 PSF)X( >=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF m 2 €' THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8".THE OPENING REQUIRES A j ILLI DESIGN PRESSURE OF+50.01-55.0 PSF. Q 7 FOR THE VERTICAL MULLION: F- Q N Z 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36•+36"+1'=73".REFERENCING SHEET 25, Q Z 41 _ THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318"ANO WILL U) EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Lu D_ FROM TABLE 3A,SHEET 7,THE 1'X 2.75^X.375-MULLION(LENGTH=108',OPENING WIDTH=SO")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF Of MULL YAOTH_--I'— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250'MULLION(LENGTH=108",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z 0 N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m0 DETAILS, m� 32' FENESSEE TRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 36+36"+2'=74',NOT 73"AS PREVIOUSLY rF PRODUCTS - ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 1 APPROVAL THE 73'DIMENSION(35-1/2'+35-12"+2"=73'). 1 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I L I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND -SEE SEE LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. I' DETAILS, DETAIL E. OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER FOR MULLION TYPE COULD BE CHOSEN. HORIZ. // PRODUCT REVISED am MULLION 1Y' B elm I 1 with Ole Flatde 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32"+72'+2"s106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALlTRIANGULAR LOADING MAY BE Dai1d'P Code USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(®LENGTH-42'.OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE A—pi-No Ira-0-21b.0-3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPAC4TY REQUIRED OF 521 LBS. .Pimlion�° H02 SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miam Dade Fmduel 2-3 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 I 1 I I I I/ ANCHOR CAPACITY OF 521 LBS.oo* ` ...... . /.' LION,USE THE R CAPACITY OF 521 LBS.TABLE 2B FOR THE U-CLIP SHOWS THE CHOR UOPENIMG Wlon o�^RNTIDAL MULL ANCHOR TYPE ISA#12 STEL SCREW.L LE CAPACITY IS 1074 LEIS QVN USIV At:H S$HI R C •A�F�•D THEREFOSAME E SUI ABOLE,FOR HE REQUIRED ANCHORICAPACITY REQUIREME OF 5 1 LABS.T11E � C �ICLIJS� ! w".59707 FROM THE ABOVE STEPS,OUrA%ULLIQ h'9SIGN`PRESSUlE IS:• • •• +1-64.7 PSF FROM THE VERTICAL MULLION; -.--I �l�''.+V I�..: a.- +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; �� •. rrf I O Q- +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ,�\ THE LOWEST DESIGN PRESEURE461IIIA64.7 PSPAND WOUlD APPLY T011LL OF TAF,MULLIONS. VERIFY THE DESIGN PRESSURE OFtHE FENE�f 10 PR DU TSt);icu V H iIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION i/ 011f PRODUCTS,WILL APPLY T(�IAE OV� LLASSE Y.F>NADE IGI�pT��SSI�tE QEQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A,LYIJNMILLE�t,P,E. ACCORDANCE WITH THE11�S*ILEA SPECIFIC IO Sy4 0 RESPECTIVE SWSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 or • • • • • f • • • • • • • • • • • • •• •• • • • •• •• • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUfRIANGULAR LOADING: I PW PW PW tllg , t I p ° IcSi IPW In I 6= I SHIDH SHIDH SH/DH SHIDH PW Z N N LLI�00 / LU o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 F- L U) SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 L HDOOR I I SGD I _ LOADING OF VERTICAL MULLION j U)L PWLLIa LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q OJ..6 -T PW � Q g Z ggN gg I PW PW PW LLI S�8 In In / 1 SHIDH SHIDH I ¢ 0 Q O SH/DHSHIDH 1 I 0-g zo I SHIDH 1 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI ' PW PW � HR I 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION - I NOTES: PN HINGED I ..i?GDl1CT REVISED DOOR PW PW I �s complying,,ilh Yn Florida 1)DRAWINGS ARE Dodding Code I RERESENTATIONS OF TYPICAL Ac«plan«No p PW CONFIGURATIONS. E iml' D•e I PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM By D j THOSE SHOWN. Mi�un' hoduU / •� • • • BE DETERMINED. TYPE CANNOT :�?�'1?y L•fIv1V • 1•• • BE DETERMINED,USE ``��0 .""" <<(.•I • • •I • •/ PW RECTANGULAR LOADING. �� r'�..JCEb1gF Pw PW I•• • 3)SEE PRODUCTS'APPROVAL FOR ` ' No.50705 - / ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION [� Q / =lil t 6 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZ(YJTAL�I�WONS •I • • SGD / O • • • •1 • • • STi TL Of <<i C•• •• • •• LOA•ING OFWERTICAL LOADING OF HORIZONTAL A/LYNN MULLION MULUON FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •