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WS-15-3203 q � / Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250159 PermitNumber: WS-12-15-3203 Scheduled Inspection Date: April 11,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: NUNZIATA, MICHAEL JOSPEH Work Classification: Window/Door Replacement Job Address:1201 NE 101 Street Miami Shores, FL 33138-2608 Phone Number (352)682-8303 Parcel Number 1132060171470 Project: <NONE> Contractor: CDM WINDOWS&DOOR INC Phone: (305)267-1011 Building Department Comments WINDOWS&DOORS REPLACEMENT. 19 WINDOWS&3 Infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 08,2016 For Inspections please call: (305)762-4949 Page 12 of 42 M • Per/ N 203 � ° Miami Shores Village Pe" 10050 N.E.2nd Avenue NE Cy+ ( Miami Shores,FL 33138-0000 �� z4St8ttrs:=AFP"� h Phone: (305)795-2204 " Expiration: 07/09/2016 Project Address Parcel Number Applicant 1201 NE 101 Street 1132060171470 Miami Shores, FL 33138-2608 Block: Lot: MICHAEL JOSPEH NUNZIATA Owner Information Address Phone Cell MICHAEL JOSPEH NUNZIATA 1201 NEI 01 Street (352)682-8303 MIAMI SHORES FL 33138- 1201 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 34,912.00 CDM WINDOWS&DOOR INC (305)267-1011 _..-- _. . ...._ Total Sq Feet: 0 Type of Work:WINDOWS&DOORS REPLACEMENT.19 WIN Available Inspections: No of Openings:22 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:10 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.00 Invoice# WS-12-15-58185 DBPR Fee $4.80 12/29/2015 Check#:1153 $50.00 $365.60 DCA Fee $4.80 Education Surcharge $7.00 01/11/2016 Check#:12683 $365.60 $0.00 Permit Fee $320.00 Scanning Fee $30.00 Technology Fee $28.00 Total: $415.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an oning. Futher e I authorize the above-named contractor to do the work stated. January 11,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 11,2016 1 Miami Shores Village �� Building Department DEC 292015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. l 5 -3ZO3 PERMIT APPLICATION Sub Permit No. 9G15 — l 1(03 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1-2-0` N cz. ( City: Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel#: I -' 32-OS 02 S C_X�© Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: /�FFE: ) (� OWNER:Name(Fee Simple Titleholder):t610� ` 1 f"ILJ_VAZ lGL" Phortd#: 3 U�- "/ Address: 1 ZO i o c ��L® I S "� City: Fifa- n% sinoy-eS State: IPL- Zip: Tenant/Lessee Name: Phone#: Email: ,,pp CONTRACTOR:Company Name: C�� i;�lw�OW$ 4 _j,Mr. U1C.• Rhone#: Address: 4r?2�1 to SIJ ��yzo *►'1LA-� City: D��Z�-�'� � State• "�-- Zip: Qualifier Name: FAIL!;atNel "N66 SOt_ Phone#: State Certification or Registration#: Oe�6S CzDC0 tq Certificate of Competency#: DESIGNERR:�Architect/Engineer: �lCnVL/-d_0 C�„Sfx2tK I el i Phone#: Address:b:4(.Uj SL.� SQL 5-i'- . City:7u� State: Zip: Value of Work for this Permit:$ 3M. 4:�12• X00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W1inCtow c. f ,� fiL�Cc✓VI-e-vi f- 10 10 1A i V, ref dV'5 3 b 00 I-S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 a 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such pasted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWN ER or AGENT 6PON6ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 120 J ,by l s day of � eee"L a( ,20 IT' by ICW /)Vfi2LA ,who is personally known_to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Ne��uuw ,�,,��4Y � Aysen Malrgla� Sign: GY./.` Sign: l0 Print: Li n d sau PW PULVI'dr Print: WINWEXPIRARNNV AUG. 05,2017 Seal: Lindsay M Rayner Seal: p$ 0 12�1t COMMISSION #FF922054 EXPIRES: September 27,2019 WWW.MRNI OTARY. OM APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) C IVSD MIAMI-MADE OLC 2 9 201 MIAMI-MADE COUNTY • 4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RES ( R) 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 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"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No: MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, 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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed.in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of thiz•e4tjt NQA Shall be provided to the user by the manufacturer or its distributors and shall be available for inspeeto&St levo; ite at the request of the Building Official. 0.This NOA revises NOA#12-148.02•apSiinA§t%of t1i4 page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was revi0:6ewed by Manuel P00:erez,P.E. .. yi • • • • NAA No.15-0519.13 MIAMI-DADE COUNTY • • • • .,. Expiration Date: April 11,2018 Approval Date: July 16 2015 010f: . Or . Page1 . . . . •• . . . •• .. ... . . . ... . . J PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-121&09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15, 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)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-121&09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/16115,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. .: ... . . . . . .. 61. .. . . . . ... . . ... .. ... ... ... MarinH rely P.E. .. . . . . Vo 0 Product Contxamiuer o r 000 000 see :0 NOA N -0519.13 �' Expiration Date: April 11,2018 Approval Date: July 16 2015 ... 4F . . . ..9i .s1 . . . . . . . . . . . .• .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS / 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May f 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window- L.M.I."approved on 04111113 and expiring on 04/11/18. .. ..• . . . . . .. . . . . .. . . . . . . . .. ... . . ... . . . • . . .. ... .. . . . .. . ... .. ... ... ... Manuel ez,P.E. .00 .. Product Contr xaminer p NOA N� 5-0519.13 Expiration Date: Aril 11,2018 Approval Date: July 16 2015 . .. .. . . . •• 0: • ... . . . ... . . 8113•LAMINATM 771VLAMINATM GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASSSTACK GLASS STACK CASEMENTWINDOW DESIONPRESSUREftATINo IMPACT RATING .oeLrllurAcaTElwe .ogo•sc�1'KLR4MY BY KURNRAY ShWANNEALEDOR AMERIG,LNC. 3MV ANNEALED Oft VARIES, RATED FOR LARGE&SMALL 118•ANNEALED AMER M INC. HEATSTRENDTFIE M11 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS b9 MISSILE IMPACT RESISTANCE GLASS O1A98 �11 /te•ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH E � 39 1��NNFALED E�EaOR 38 CLASS VELOCITY HURRICANE ZONE(HWHZ). � 3T WIDTH �2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRISREGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ,THE 26.478•MAX.O.C.E WIDTH L 11/18•GLASSBITE 381/18'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.478`(HEAD&SILL 4'MAX 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS S,SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS - 32 3[ AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X 17-1/p GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED �._. -. \�_._.---_-._ MAX mum Tle•NOM. DIRECTLY 7XSUBSTRATE.WOOD BUCKSDEPICTED AS SI ARE TO THICK LY A SHEEET2 O.C. OtasssrAdL DosssrAaL r�L CK GREATER.IX ANDyX BUt�(C(YRiEN USED)SHALL BE DESIGNED TO PROPERLY � ats•tASTACK MdiATaO 50 TRANSFER LOADSOO 11HE STItUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ OLas,4 • IS THE RESPONSOLIl19'MOFtFiE ENGINEL�i ORARCHI7ECT OF RECORD. ta'�L aLA� HFAT-S RENGTfW •••••• • • • 7na•aRSPA A80•DUTadTERVB 1N•aRSPACE NEArSTRENOppTHR1ED GLASS • 8)ANCHOR EMBEDj11€t�'IQ EMATERIAL SHALL•BE BEYOND WALL DRESSING \ O.C. 1/6•ANNEALEDOR �t,9!wKUR n 3116•ANNEALED 099•seSINC YKutWNY •��I$' .CO.USE A O g SUFFICIENT EMBEIyJIENT AS SPECIFIED ON / \ ��a PoE•OR STAB,3,SHEET 4.NARROW JOINT SEALONTJS USSR ON ALL FOUR CORNERS OF g9` / HEAT-NEALED EN TOE FRAME.INSTALLANON ANCHORS SNKg1b6�SEALED.OVERALL USE ANCHOR E GLASS REALED HEArSTREN07HENED CLA93 MIGHT PAIR AT EACH tR1 6EALLNG/FLA8HIN00TRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT rt JAMB IF •%R/RL�i DONE 139 t'!I'RE�1S/,ND IS BEYQ"L*AOPE OF THESE HEIGHT HEIGHT IS 11118'GLASS BIT17-1 11!18'GLASS BITE •1VWin.moNs. 0 0 • 000000 (Dto) / / 2T OR OVER 3 J 3 OA11 WE REQUIvo AT FitpCH ANCHOR I{Na/►TION WHERE THE PRODUCT IS 1 NOT FLUSH TO THRISUBSYRASE.USE SHIMS CAPABLE OF TRANSFERRING / 76" • APPLIEDOLOADS.WOOD BUON6,BY OTHERB,INSOr BE SUFFICIENTLY ANCHORED HEIGHT 31 tet 31 50 •fro INSIST LOADS IMPOSED ON THEM BY THE WINDOW. 32 • • • •••••• A,B,D,E,I,J,K, 32 0��$$��11 PRESS •�.• / GLASS TYPES 4&5 M,N,O,P,Q,R GLASS TYPES 8&7 dAS7VE DEB a/)pS BASED ON 9'�ItlTc7uAjoyCLE TEST PRESSURE. FAME ANALYSIS AND GLAWER ASTI%*13000• / GLASS STACK ,L Ins'LAMINATED 0.POSITIVE DESIGN LOADS BASED ON YNvTBR TES*PRESSURE,STRUCTURAIJ �ll GLASS STACK •COOIIP VEST PRESSURE,FRAME ANALYSIOAND 0111`08 PER ASTM E1300. 3nr ANNEALEDOR 000009 EATSTRENO MIRA eLA88 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 14V TOSPACE AME dCk INC.KIdtAItAY WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE _ -- 31t8'TEA9GLASS AM311O NS ALEDOR 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 6tASS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF B 14.1/9 MAX.O.C.IF WIDTH LL 38 GLAASSmeN•TFLHrED ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 4" 33.478•&OVER(HEAD&8n.1.) � —DL/—T' DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE 10 f BUILDING CODE FOR CORROSION RESISTANCE OPENING(DLO) 37 11/16-GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7080,3579,36&1,3724;ELCO ULTRACON TYP.ELEVATION OF 3 NO&ELCO CRETEFLEX NOA;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 31 32 w PRODUCT RBVISPD as complying vviththe FIM1118 TABLE 1: GLASS TYPES 8&9 I1Nildln5 torte !_,m ue No� -175)41�3�'IttII ration DataGlass Types Sheet# � NN M/ 977ReWsed Ry: 0eM:1 fi118°Lami(118An-.OtM'PVB-1/8 n) 8 G£NERALNOTES._»0_000. _» »_»1 :�L �IGENSE IiReWseaby Dole: ResonA: Y PLsd9al' 2 7118'Lauri(3118 An•.890"3G-3/18 An) 8 ELEVATION.._......_._.....»_. 1 �?.. STH EDITION(2014) 3 7118"Lams(3/18 HS-.080'Be-3118 HS) 7 OWLAZINLA ON....s»0000.»» __ .2 NO.58705 _ LM 5l1 b/15 FITC UPDATE 4 7/8'Imnl.IG(1/8'An-7/16'All-118'An-.090'PVB•1/B'An) 5 ;c s+ ASSEMBLY TUBENCHORSPECIF 71ON .........»3 :�� _ GLAZING DETAILS J BY.,718'LamI.IG(1/8'T-7118'Air-1/8-An-.090'PVB-11WAn) 8 ::U1= 8 Tib"Lemi.10(3/18'An-114'Alf-3118'An-.M'SG-3118'An) g ANCHOR SPECIFICATIONS»..»»0000 a I„ AN QUSIGN ANTITIES 4 "0••. IAT ••Z 1070 TECHNOLOGY DRIVE idle: Dote: 8 7/8°Lem!.Q(3/18'Tn 1/4'Air-114r r3/18'Ans.090'SG 3118"An S 8 ASSEMBLY DETAILESISOM.._......0 ��U(� ''•.F�.OR !C\�^� N.VENICE. FL 34275 CASEMENT WINDOW DETAILS-LM&SM U8108/12 7r CS 4�� P.O. BOX 1526 718'Laml.IG(3118'T-114"Atr-3/18'HS-.080'SG-3118'HS) 7 /7/j�SI')+Q' N,Pt 1L� NOKOMIS, FL 34274SerM:/AlodeL Scale: Sheet: Droving No. Ler *PW-SUTACI BY KURARAY AMERICA,INC. A.LYtaJ MILLER P.E. CERT. OF AUTH. X29296 CA-740 NTS 1 OF 10 MD-CA740-LM A 'SG'=SENTRYGY KURARAY AMERICAINC. P.E.tl 89706 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE OPTION 4 EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS DIRECT INT02XWOOD. CONCRETEICMU RECTINSTALLAT10NANt210R3LY INTO MA80NRY. DIRECTLY INTO METAL PER ANCHOR AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 i ATTACHED TO 82 —� TYP.ANCHOR il4'MAX AttACHE0T0 15 16 FRAME SILL 10 11 TYPE, SHIM EMBEDMENT . VENT SILLANDE89 13 A123TEEL 5 1 DISTANCE PER 4 8 80 32 33 12 SMS SEE TABLE SUBSTRATE. 20 3.SHEET 4. Z2 23 4 SEE TABLE 3, O 3 SHEET 4. EDGE 18 84 DADE APPROVED 8 DISTANCE 84 38 3S MULLION,ALUMINUM. 3537 STEEL FRAMINOOR STEEL STUD. •• A•C.HEDTO 0Q f r 82 82 ATTACHED TO VENT SO35x I 37 81 • • •• e FRAME JABP • 13 EMBEDMENT e, --O 24 �— VISIBLE LIGHT WIDTH(OLD) 3 6 •••e•• • • • • • 83 70 FOR SNUBBER REQUIREMENTS, EXTERIOR EXTERIOR olTi4CiiED TO f SEE TABLE 4,SHEET 4. 8 •:�i t•• • VENOJAMBL Y e 12 A L��N WINDOW WIDTH • • • SILL&JAMBS HORIZONTAL SECTION A A •••••1�NDOW ••f• 81 •• • 11 SEE DETAIL EGRESS FORMULAS: f • • • Al,BELOW! WIDTH,WASH HINGE:WINDOW WIDTH-13-12 ••••610)HT •• • ••e JAMB NOTES.' NOTE& WIDTH,EGRESS HINGE:WINDOW WIDTH-7.12 • • V. 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-8 ••••• V184%• • e ••• WARE ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, UWiT• • HEIOMT •• •• FOLLOW EMBEDMENT AND EDGE / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: •••••• (DLO) BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10•MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 • • • e•• •• HEIGHT OPTION SHOWN MAY BE USED ON ANY INSTALLED THROUGH THE H�OFHi:WINDOW HEIGHT-7 • SIDE OF THE WINDOW. / -- WINDOW FRAMES AT 1('MAX. ♦••••• •• e ••• • ATTACHED - FROM EACH SIDE OF THE FRAME 2)ALL WOOD BUCKS LESS THAN 1.12" ASSEMBLY TUBE CENTERLINE. •• • ••• • •• JAMS THICK THICK ARE TO BE CONSIDERED IX / !�, SEE TABLE BELOW: •••••• A ACHED A t INSTALLATIONS.1X WOOD BUCKS ARE � "V •••• JAMB ® 89 OPTIONAL UNIT MAY BE INSTALLED • • DIRECTLY TO SUBSTRATE.WOOD BUCKS --.� �.-- 10"MAX. AddTbrtalAaohae lUaquYed on each DEPICTED AS 2X ARE 1-12"THICK OR —e►SEE DETAIL A2,BELOW !Ade o10•Fmnw Auwft Tube(FAT) ATTACHED TO GREATER.IX AND 2X BUCKS(WHEN USED) t- wwd0t° AMha 7V VENT JAMB SHALL BE DESIGNED TO PROPERLY u W!kIh A B,C&0 TRANSFER LOADS TO THE STRUCTURE. t 1r-220' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION _ 23•-20,0 0 7 38 39 IS THE RESPONSIBILITY OF THE ENGINEER > ZO'a t 1 OR ARCHITECT OF RECORD.MAXIMUM Type 17 SHIM THICKNESS TO BE 1x4. u<. Fleght AAra B,C&D 20 16 10 Tr-22.9• 0 0 82 DETAIL DETAIL 23'-23.0• 0 1 PRODUCT RBVBSED 21 Al A2 28'* 1 t as complying with The Flwida �,I "n' 511-13 8 Bo oda Accepta,xe No 15�051q-I3 tellenDme Zp!$ 1 lX WOOD !� Rerlsed tale: RevJsae R: 19 84 BUT;KSTRIP, �� N�LYNN y1! ',�i ! SEE NOTE 2, ;��,��0 .• EN •<<F �i� PtoduM THIS SHEET. Q`a•,:'ANG SE '•. Revtaed By. vote: RaWsl-a ,r4•MAX SHIM •' No.68705 % LM 5/15/15 NO CHANGE THIS SHEET or. CONCRETE EMBEDMENT cy: +�o� s ur CROSS SECTIONS&INSTALLATION J ROSOWSKI ' 4/ 1070 TECHNOLOGY DRIVE Tlte: PERANCHOR • T E �� vote: REOUIREMENi. - • ...+ �iO'�` •'• FCORHOP••'•(',�� N.VENICE, FL 34275 CASEMENT WINDOW DETAILS••LM&SM 08!08/12 INSTALLATION OPTION 3 VERTICAL SECTION&B ��iS`S�ONA, ��` NOKOMIS.FL 134274 gpneq/yadaL Scey; Sheet: Dtow rtg No. Rex INSTALLATION ANCHORS THROUGH p L4aw�a.LB`v.E. 1X SUCKSTRIP INTO MASONRY. CERT. OF AUIH. 829298 CA-740 NTS 2 OF 10 MD—CA740—LM A C 8 MENT ) CAS gjTf7g{yl NT XX AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED _.- w conVIong with die Ftmida Building Code)5-atjlyl3 �...{ �•,�-- 10',SE OTE 7,THIS SHEET Acceptm�ce No )� FIGURE 1: •I— FIGURE 2: 740 SERIES��"'• %� Expiration Dara r AWNING 1 1 / -- -WINDOW* Mlmni arct' WINDOW W / / / J— —D ASSEMBLY..�r o HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: I— Q 1 .SEE NOTE 7, D LiJ THIS SHEET TIDIMENSIONSSHOWNARE W \ 740 SERIES TIP-TO-TIP DIMENSIONS F�Ft EACH � �h —CASEMENT--+�•• / INDIVIDUAL WINDOW.FOR SIZES NOT WINDOW SHOWN,ROUND UP TO THE NEXT W WINDOW ' I ' / / AVAILABLE WIDTH OR HEIGHT Q WIDTH ►E DIMENSION SHOWN ON THE TABLES. � � a°r, 740 740 LLJ C`]( • •• RIES ASSEMBLYE SERI NT Br',O FRAME 2)ANY 740-SERIES PRODUCT 0 € WINDOW YYINOOW ASSEMBLY (CASEMENT,AWNING Oh FIXED N SSSS • • ••• • / �-E TUBE CASEMENT)MAY BE ATTACHED TO J ••t••• THE FRAME ASSEMBLY TUBE.FOR I O • • • • • / �•740 SERIES ALL WINDOWS.USE THE WNDOWS a V Q(... N �^ ••• i•• : • • FIXED WINDOW` / DOA FOR ANCHORAGE,SIZE AND e W J LL • • • • --- - DESIGN PRESSURE LIMITATIONS. OZ Q Q 0 9.0000 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE W W 00***• •9 •• _ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO N 740 SERIES • 0 • 9 • INDIVIDUALLY COMPLY WITH THE Lo ••C/1BEMENi •�(TERI6R •••••• �� REQUIREMENTS OF THEIR � � LO O gZ • • RESPECTIVE NDA. � � g •••• NAOW •• fl_ •99• OD • • •• •`i/'• •009*• \ / 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE o O g Z FASTENED TO WINDOW.AS SHOW IN LLI ••••Y • 000000 - -- AWNING WINDOW CASEMENT NT DETAILS,WITH MIN.4112 X 1'SHEET � FOR SINGLE UNITS: METAL SCREWS.USE THE SAME U) to •••••• •• • 94:009 MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE 'Il DETERMINE YOUFftjND%f ZE • •• THROUGH Fy,1,,lE OPPOSITE FRAME MEMBER. -W� 0 W ig f !a GLASS. t • • INSTALLATION HOLES FRAME ASSEMBLY m\`^ � A� W I Q •*•• • • • • __ ASSEMBLY TUBE S)THE FRAME ASSEMBLY TUBE MAY O c N V 2S f WOWING YOUR*W"*WE ASSE NOT EXCEED 32•IN LENGTH(AS USED c �� m Q AND SUBSTRATE,DETiRMINE• INA-8:1'FLANGED WINDOW)OR BE J $ YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED M TEE OR CROSS a E V TABLE 3,SHEET 4. 1'SMS T SMS CONFIGURATIONS. 740 SERIES _ THROUGH 3)FROM SHEETS 6-9.FIND THE INSTALLATION THROUGH WI�y� H ES��N ) ® H n 8 THE FRAME ASSEMBLY IS a n e N SHEET FOR YOUR GLASS TYPE. /a 1 HOLES n FIND THE PRODUCTS DESIGN NOT REQUIRED TO BE a PRESSURE FROM THE TABLE 740 SERIES FRAME 740 SERIES THE SUBSTRATE'ALL EXTERIOR o LABELED DESIGN PRESSURE CASEMENT EXTERIOR CASEMENT 740 SERIES JOINTS TO BE SEALED BY INSTALLER. z t2 x -ASSEMBLY LABELED FOR SENILE WINDOWS,ALL WINDOW �' TUBE WINDOW FIXED 7)FOR ALL COMBINATION UNITS, X o m vf 4 ANCHOR GROUPS". EXTERIOR EXTERIOR z CASEMENT ADDITIONAL INSTALLATION ANCHORS �,R o 0 HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED o °z 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o z w TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION DA VERTICAL SECTION E•E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: �� "� DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIOUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.SEE FIGURES 18 2.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. AdOyW An"=Rwr fy en each \��00(LYNN,�,�1 ij�- TABLES. 8ldeof Asea A `�exr''\CEN,?,,- FAQ S}USING THE TABLE LABELED 2)FROM SHEETS 8-0,FIND THE SHEET FOR YOUR GLASS TYPE. ' 'W/NDOWANCHORS REQUIRED' < WBBh A B.c h 0 zY,• •••YY '^ (TABLE 2,SHEET 4),DETERMINE 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE' OR DESIGN 17'•71.8' 0 0 _ No.X6705 THE NUMBER OF ANCHORS PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS $g - MUST RE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 8 �''�•8' 0 1 : •rAtTL:.p O' NEEDED IN THE HEAD.SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26•+ 1 1 ti JAMES OFYOUR WINDOW. VMrMow Ani n`•, 6)INSTALL AS PER THE 4)USING THE TABLE LABELED'IMMOOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL.AND JAMBS OF ua. Dlelpht A B,C 8 D FCORtOI'• `�: YOUR WINDOW. F C�C�` INSTRUCTIONS ON SHEET 2. 1T•22B' 0 0 ��1,,810 ICAC o o" b)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE '�•7 0 1 A L;•NH�6uuk P.� SHEET 2�AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET} 26V 1 1 P."66785 r TABLE 2: TABLE 4• Window Anchors Required Jamb Snubber Location PRODUCT REVISED Window Width On) Glees snR c th tho Norida urder23• e' 27.3/4' 30' 93-1YI 35' 37' Accep—No 15 0 lgYtn3 An Ar•hort8oup Anchor t3raQ ArphorG Arrcha OroW PVB pica-Data A B C& A B C&D A B C&D A B C& A B C&D A B C&D A B &D (Typee1,486) (Types 2,386.1)) Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 17�•thaal By praWd under 23' HeedISM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 8lo s� Notre al each end&30' Mram Jamb 2 z 2 z 2 z 2 2 2 2 z z 2 2 2 2 2 2 z z 2 X88 ` max O.C. 2&1x18' HBadlBID 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 S ® 17 max.from 17 max. Si Q Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 over 83' each end&30' each end 830' Head/3m 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 S max O.C. max O.C. W Jamb 4 4 4 4 8 4 4 8 4 4 6 4 4 8 4 4 6 4 8 6 4 qg� "PVB'F BUTACIT�=pr„,�,��BY KURARAY AMERICA,INC. Heamb 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SENTRYGLAS"'9Y KURARAY AMERICA,INC. _U O �8• Jamb 4 8 4 4 8 4 4 8 4 4 8 4 8 8 4 8 8 4 8 6 4 � FleadlBID 2 Z 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 J,P Q Jamb 6 8 4 8 8 4 6 8 4 e 6 4 8 6 4 a a 4 6 8 4 1)Us TABLE FOR HM1181tl 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 q 3 ALL WINDOWS PER THE SAMPLE1. CONFIGURATIONS: 2.9 O Jemb 8 6 8 6 8 8 6 8 8 8 8 8 8 a 8 8 8 8 8 8 a ELEVATIONS ON SHEET E DIMENSIONS SHOWN ARE � g' �.� Head/8@ 2 2 2 2 2 2 2 2 2 2 3 2 3 6 2 3 3 3 3 4 3 WINDOW Tip-TO-TIP. —� Jambs b 8 8 8 B 8 S 8 8 8 8 10 8 10 B 8 10 It 77 2 •2 2 2 2 2 2 2 2 2 2 2 S 2 3 3 3 3 3 3 2)FOR312ESN07 J O • SHOWN,ROUND UP TO •••• • Jsmb 8 8 8 a 10 6 a LL 10 8 8 f0 8 8 10 6 8 10 6 THE NEXT AVAILABLE m • • Head/SB 2 • 2 02 4 2 2 2 2 2 9 2 2 3 2 3 3 3 3 9 3 WIDTH OR HEIGHT 8 a 10 8 a 10 8 a 10 8 8 10 8 DIMENSION SHOWN ON •�• Head(SD 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X O O u) 04 • •••••• EI O,P B,1 E A.N,R fx o Z TAFI€J:•• • • • • • \ I? g p UJ Z 0 0 •• • MIR. 0. Min Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7178'ANNEALED SO LAMI.GLASS. X O �X X\ X � §y O Anchor• • ubsfmte 0 • �•�e Embedment ? 1/4'MASONRY ANCHORS INTO CONCRETE.+70/•80 PSF DP REQUIRED,NO ANCHOR PLATE �` • Plate • •• gigaga p steel Ultra"m Hollow Block 1' 8' 1-U4" No CASEMENT ANCHORS: Ll.I LLI I- 8.Pine 1' 1418' No A)FROM TABLE%ANCHORS C&D ALLOW A DP OF+701-90. '� '1 J 0 O r •A• x14 steel SMS( T5 Alum 5111' .050' No p V �p 0 J -§O .-U � V • or#14.410 88.3MS• d36 Steel 3/8' fir .1150' No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 4� PJ' i Z Q • • S� •03 4fp 5W •w.20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. Q ��, m,-1 g Q V � •• •• S.Pine to.. I. 13/11' No B #12 steel SMP,( • TS Ahrm 318' 518' .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAM& cr#12,41088 SMS 438 Steel 3/W 5/8' 050' No D SIMILARLY,2 ANCHORS ARE REQUIRED RV THE HEAD&SILL. N N A85381ud.Ot33 3/8• .035'20 Ga. No ) 2. consists 2-V2" C 1318' 10• to' 1/4'sisal UI 2 B5k no o E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. Hollow SIVA 21/7 5' 1.1/4' Pio F PER RULES ON SHEETS 2&3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY L,,�. 4" O "� 5 OC 8.P Yee TUBE SIDE OF THE AWNING(HEAD&SILL). 4'I "'�4' -�`�4"I �v 8 y a #12,steel SMS( T5 Alum. 318' Cda .0713' vas A r#12,410 SSG A35 Slee Yea Z a o 0 A053 Stud,Gr.33 318' 5l8" .045'.18 Go. Yes a z n z 8.pbre 518' 1" 1318' Yes FIXED CASEMENT ANCHORS(SE£BEPERATENOAk / #14,steel SMS(G6) 808378 Alum. 318' ar .0713' Yes Q A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70%83.1. -7 or#14.410 SS SM8 A36 Steal 318' 608' 050' Yes 10.8'^ it'l //� 2 65k8 Co ret39 318' �' ' 414' Yea SUEOR THE BSTRATE JAMB,IRED ANDABLE 3.ANCHOR TYPE C HAS THE DOES NOT REQUIRE THE ANCHOR PCHORAND / / 1326' ` 0p!. ..F41le U4'steal UBmeon 285k w Block 2-1/2' 4" 1418' Yes D Hollow Block 2.112' b' 1-1/4' Yes Cj FROM TABLE 28,B ANCHORS ARE REQUIRED IN EACH JAMB. 61' Fined Book 2-1/Y 4' 13l4" Yes \ _ No.68705 114'4101 S8 3.35k Concrete 1' 5- 1414• No Dj SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. tXeteFlex Hollow Block 2-1/2• 5" 1-114' No L.O 3 Sk Concrete 1-114' 5' 14/4' No E DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. / h 5116'steel U2recon Hdow Block .( 1 F)PER RULES ON SHEET 2.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ��C`•••.F<ORIOP,.•' Filled 14 2-1/Y 5' 1314" No S (--\ ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). NOTES: 26" �""20•+ 20'►� '��S7ONAI_Eea,.`• 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 41r ArL{1 MdM1,pa;. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR"THEAD. P.E1ae705 FOR GLASS TYPES: TABLE& MtODUCT RBVISED Design Pressure(991)kr apple Windows,a6 Anchor Groupe 1)5/16"LAMI(1/8 AN-.OW PVB-1/8 AN) as eanplyin9%vith the Ft wmaowwlem 4 7/8"LAMI.IG:(1/8"AN-7/18°AIR-1/8"AN-.090°PVB-1/8"AN) AcMtm No ► •o5(°I- under 23 18118• 27.3/4' 30' 33.1/2' r+701-90 37' �'P RVIT'=BUTAC BY KURARAY AMERICA,INC. that 2bl& under 23" +701.90 +70140 +l0(-1b +7d�0 *701.90 .701-90 B - p 261418• +70140 +701.90 +701.00 +74-90 +701-00 +701.90 Mlmn 4.. +6.80 *701.90 +74-90 +701-00 +701-00 +701-06 WINDOW 48' +70140 +701-90 +70140 +701.90 +701-00 +711141 HEIGHT 504W + +701-90 +01-00 +701-90 .70F40 +701-09.2+70180 *701-00 t7d-8'1) +701.08.6 +701.80.8 +701-74.3 I wiNDow W 83' +70140 r7 +701-90 +701.84.3 +701-78.8 +7a 73.7 +70f-70. '�1 " 2 g 72' +701.90 +701-07.2 +701-77.7 +601-71.8 t8d-82. +801-80.8 +/-59.3 WIDTH (� T8' +701.90 +70144.8 +701-78.7 M-07.3 +/-56.9 4/-572 t/-85.6 SEESHEETSI&4FOR N W WINDOW ANCHOR n' 84• +70141) t70140.4 *70171.9 t80/A21 +f-84.2 Zig a LOCATIONS AND QUANTITIES. D,K M E A,N,R LU C7 06 Z IZ Am TABLE 6: • •• J *000: O••• • • •• OavyPt pressure( tw Windrare Attached to a Vertical Frame AssenbW 1p rube O • WYrc Z W W to ttlw►WhBb 3 3d. • • • sunder 23'• . 2105110" 27.310• tY 31112' 3V37' 0 Mcha Or • • Anchor(Roup Altclwt Group Mawr Oroty Arttha Group Anchor Group Anchor Group (/) • A B CD A B I C&O B 1 A,C&D 8 AC&D A 1 B C&D B AC&D B A,C&D t>0 0 �� +701- M-7014.064%701-9.0 .90 +701.90 +701.0 +701-90 +74.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-M +701.90 +701-90 +701.90 +7wm = Q 16W +701-900 +7dt90 -90 +701-90 +7U.90 +701-90 +701.90 oam +701.90 rld-90 +76.90 +701-90 +701-90 +Td go +7d-W +Td-90 +701.90 O O 0) Z co APE +701.90 +7.1-1.8 .90 +701.81 +701-90 .701.90 +701-90 +701.90 +701-90 +701.80 +76-� +76.90 +701-90 +=40 +76.90 *701.00 +76.90 48' +701-W.1 •H57.3 I-90 +1.84.8 +701-90 *701.90 +76.90 +76.90 +76.87.8 +701-00 +701-90 +701-78.5 +701.90 +701-90 +70(.90 -W411.9 +7640 F, +1.60. + 3 1-90 0.81.4 +701.90 Nd.90 +701-90 +701-90 +701-83.2 +M-90 +76.90 +701.74.8 +76.90 +701-89.2 +701.90 +76.84.3 +701-89.2 I a ZO601 +/-58.6 +1.46.8 •90 +141.6 +701-81.2 +701.90 +6-75.9 +701.90 +70/•70.2 +76-N.5 +701.80.3 +1.629 +701.80.6 +701-75.2 +Td-71.7 +701.71.2 +M-T43 J O Z Lu+/_55.7 N 0 .89.6 +1-49.3 +701.77.3 +7(9-90 +701.72.3 +76-00 *141&9 +7684.3 +76-78.5 H-59.9 +6.78.5 +6.71.8 *701.73.7 +/.67.8 r7d-7Q1 m J N ,�� LU $Q ggin • •• •••• FRAME 6 Q' LU rte'-CJ �i U • : •••• LU SLY a o-7 • 10'MAX. •••••• • • • TU6E TABLE 7• •••••• T_ h W aDesign Pressure(pal)br Windows Attached to a Hedzordel Frame Assembly Tube _ Yl a N N V"*w Wldth HEIGHT B under 27 25.1418' 27.3/4' 30' 33.1/7 36' 3y WINDOW FRAME l 0'� tiEIGTIT ASSEMBLY .]_ z„7 Anchor Anchor Arwtwr Anchor 1 I - ADDITIONAI. v u vi Group Group Group Group Anchor Crary Anchor Gra+ Arwha Otwp i i YryW r H I+-- ANCHOR All A6 A0 AO 8 AC&O A 8 C&D A B C&D IMAX. (4).IF REQ. o az under23• +701.0 +70140 +IddO +701-00 +70/42.1 +7600 +701.80 +701-78.8 +M-W +701-W +701-74.3 +7d� SEE SHEETS 4 FOR WINDOW ANCHOR Z ADDDIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25.1416' +101.90 +701-00 +701-00 +7440 +701.90 +701.90 +74-88.8 +701-90 +701.90 +701.61 +701.90 +701.00 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS 36 318' +701.90 +74.90 +701-91) +7.1•90 +701.90 +7440 +701.90 +M40 +701.90 +701.90 +70140 +M40 (4)' REQUIRED FOR THE FRAME ASSEMBLY �� 1I, 46' +70140 +7640 +701-90 +70/.90 +701.90 +701.110 +74.90 +701 +701-90 +701-90 +TdJO *701-00 �� TUBE. ��VC1y LYNry !0678' +7640 +7440 +76.90 +70140 +701.90 +70/.90 +701.00 +701-0 +74.90 +701$92 +76.88.2 +701.89.2 Wlpl QC�.•''IfCENSfi'•.�cl� 80' +701.90 +70140 +7440 +701.88.5 +701.80,8 +701.80.8 +701.77.7 +701-77.7 +7477.7 +701-74.3 +701-74.3 +7674.3 SEE SHEETS 8 4 FOR WINDOW ANCHOR )'T: 83' +701.90 +7440 +7690 +701-04.3 +T6-76.5 +d-76.8 +701-73.7 +701-73.7 +701-73.7 +701-70,1 +Td-70.1 +701.70.1 LOCATIONS AND QUANTITIES.SEE SHEET N0.58705 T2 .76-90 +701.87.2 +701-77.7 +70171.5 +66.82.4 +86.82.4 +80.80.9 +801.60.0 *86-00.9 W-59.3 H•0,3 t/-%3 3 FOR ANY ADDITIONAL ANCHORS J _ 78 +701.90 +701 84.8 +701.75.7 +.87.3 +/50.8 M86.9 +/87.2 +.572 +1-57.2 *185.8 +1•55A +1.85.8 REQUIRED FOR THE FRAME ASSEMBLY 'v ''''77 84• +Td•90 +101.60.4 +7471.3 *801.821 *184.2 +784.2 TUI • Sfq E O �.'�G 1 NOTES. 'ONAL6s��\ i)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.ri:'It4N MIO�',�n,PP. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.EP 88705 FOR GLASS TYPES: TABLE 8. PRODUCT REVISED a DaBlo Preeehre(perry for edge Wbadows,A8 Anchor Groupe 2)7118"LAMI(3/16 AN-.090'SG-3/16 AN) mVId V'I fwith the Rodda Whrdow Width 'SG-=SENTRYGLAS BY KURARAY AMERICA.INC. AcmpIm 6.%s-06 A-13 - T &rpiretloe Dme umiar23' 25-15!18' 2744' 30- 33.112' 36' Sr T under23' +901-130 +901.130 +901-130 +1101-130 +901-130 +01130 +U-130 WINDOW By r,1i i ucf 2&16118' +901-130 +801-130 +901.130 +801.130 +901-130 +fir-130 +901-130 HEIGHT 38318' +801-130 +901-130 +801-130 +901.130 +901-130 x901-130 +801.130 1 48' +801--130 +901-130 +901-130 +901.130 +801-130 +901-130 +901-130 J- BD-8/8' +901-130 +901-131 +901.131 +801.130 +901.131 +901-130 +901-130 - 4 WINDOWWIDTH 4•.- a Q 60' +M.131 -M-130 +i 130 +901-131 +801-130 +901-131 +84-130 W 83' +94.130 +944-130 +W.130 +801-130 +801.130 +901430 1+901429.8 SEE SHEETS 1&4 FOR = WINDOW ANCHOR U 72' +9W-130 +94.130 +901.130 +94-130 +9�129.1 *901-1?2.6 +901-113.8 LOCATIONS AND QUANTITIES. N_ O 78' +801-130 +801-130 x901.130 +84-130 +901-124.1 +901-118.7 +801-107.8 w 84' +801430 I +9W-130 +94-130 I +801.130 +901-118.4 LU ca Z _j o� r O TABLE 9: • •• d V LL •••• ••• • • Desim Pressure 90 for Windom Attached to a VedW Fm m Amernh y Tube O O • 0000 Whhdow Wldh Z •• • • •ands 23-• • 2515/18' 27.314' - 30' 33U2' 35' 37' z CL W 0 00 • Anchor • • Ander Group Anchor a W Anchor Group Anchor Group AnchorGroup Anchor Group N � • y (� • A E C D A B C&D 8 qC&D A B C8D A B C8D B qC&D A B C&D � � � O ••h +TW ♦ 9D •7 -90 .701.90 +701.90 +701.90 +701-90 +701-90 +701.90 +701.90 +701-90 +701.90 +701-90 +701.90 +701-90 +701.90 +74.90 +701.90 +701.90 twifIral ffi 211.119118• +701-9U +71691 4111,91• •VA() +701-90 +701.9D +701-90 +701-90 +7tl-90 +7-90 +701-90 +701 +1000 +701-90 +701-90 +701-90 +701-90 +701-90 +74.90 +701-90 Q O o O (A Z_ ♦701 +70F.,11.6 +70110. +701-90 +70141 44-90 +701.90 +74.90 +701-90 +M.90 401-9D 401.90 4(l.90 +701.90 +701-90 +7W-90 401.9D +701.90 401.90 +7W-90 W 7� 4B' +70113:1 Nl-9.3 +7W -W-9D +1.84.8 401-9D +70190 401-90 +701-1b +701-90 +701-87.8 401-90 4090 +701-90 +m-9D +701-90 +7BI +701.90 r70f4I&9 +701.90 +f ♦ .3 401 4701-9D +f-81.4 +701-90 +701.90 40190 +701.90 +701.90 +70193.2 +701-90 +701.90 +7W-90 +701.90 +701-69.2 +701911 +74.90 401-84.3 +701.90 O- Z 80• +1-58.5 +145.8 +7088{.] i -BD +151.8 00-81.2 +701-90 +701.75.9 +701.90 44.89.8 401.70.2 40190 x74.80.3 401.7&8 *70.90 +Td-75.2 +701.90 40140 +7d-71.2 +70190 LU O Z ��r $I 44.55.7 +l .8 +7 -80.V +701-89.5 44.49.3 +701-77.3 401-90 +79.72.3 +701-90 +701.65.3 4458.9 +7W90 +74.76.5 401.74.9 +701-91) +701.71.6 401-90 777 5 +1.01.8 +701.90 J y V) ii O W $Q eel 0 $ m0 a(n (A �U • • • • o I EQ' W • • •• • •• FRAME q-7 • • • • 11,MAK SSEMBLY •TABLE 10: •••••• • • TUBE m Deaton Pressure(pe0fer Windows Attached to a Horizontal Frame AssembN Tube '7-- T_ p m 1 ® owmN m WINDOW REIGHT WMdawWldh WINDOW HEIGHT wKW 23' 2515115' 27.314- 30' 33112 35' 3T HEIGHT ASSEMBLY o�x LL ztj Anchor Anchor Anchor Anchor Anchor Anchor 7116E =V m N a Group Group Group Grail Group Group Anchor Group Anchor Group I ADDITIONAL w�,d 4 1P MAX WIDTH � ANCHOR � o Al All AB All B A C&D A B C&D A B C&D (4),01REQ. oz z W under 23- +701.90 +701.91) +701.90 +701-90 +701.821 401-90 +701.90 +701.78.5 +701.90 +701-90 401.74.3 +701-90 T ANCHOR tU' SEE SHEETS 1&4 FOR WINDOW ANCHOR 2&18118' +701.91 +701.811 +701-9D 401.90 +70190 401.90 +7W 111A 40190 +701-90 +70184 +7W-90 +70140 �C� LOCATIONS AND QUANTITIES.SEE SHEET (orf,IF REa 3&316' +7tl-9D +701.90 +701-9D +701.90 +701.90 +701.90 401-90 +701.9D +701.90 +701.90 +74.90 +701-90 3 FOR ANY ADDITIONAL ANCHORS 46' +79.90 +701.90 401-91) +701-90 +74.90 +Ttl-90 +701.90 +701.90 +74.90 x701!10 +701.90 401-90• WINDOW I REQUIRED FOR THE FRAME ASSEMBLY `TUBE `\'.�O�y LYNN rt�/4�� 50.51-9' +701-90 +70140 +701.90 +701-9D +7W90 +701.90 +701.90 +70191) +701.90 401.90 +701.90 +701-90 Fes' ��`;' \,\CENSE •.,'P 60' +701-OD 401.91) +701.90 +701.90 +7W-90 4tl-90 401.90 +701.90 40190 +701-9D +Td-90 +101.90 SEE SHEETS 1&4 FOR WDJOOW ANCHOR 83' +Td-90 +70190 +701.90 +701.90 +701-90 +701.90 +701-� +70190 +74.90 +74.91 +701.90 +74-90 LOCATIONS AND QUANTITIES.SEE SHEET �C: N0,58705 72` +701.90 +701.90 4d1D +701.90 +74.90 ♦7d-80 +701.80 +701.90 +701.911 +7490 +701.90 +701.90 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 76• +ld-%1 +701.90 x701-9ll +74.80 +701-90 .701.90 +701-9D +701-01 +701-90 +701.90 +70x-90 +701.90 TUBE. 6 8P +70140 +701.90 401.90 +74.90 ♦701.90 401-90 P: r� ��• �� 'U'� '•.ALUR\OP.•'• �� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. S,AruyNN¢1tyLEk,PE. S`"VItL 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.EA 687 FOR GLASS TYPES: TABLE 11• Design Pressure(Pal)ror Single Windows,Ali Anchor Groups 3)7/16°LAMI(3/16 HS-.090-SG-3/16 HS) PRODUCT REVISED as complyin8 with the Florida 7)7/8"LAMI.IG:(3/18"AN-1/4"AIR-3/16"HS-.090"SG-3/18°HS) N IdirngCod0 1 .�� IS Window width ACeep(mnce No under 23• 25.18+16' 27-X4• 30• 211PZ 3s 37• 9)7/S°LAMI.IG:(3/16"T-114°AIR-3118"HS-.090°SG-3/18°HS) BxPl"dion Darn ►jt>)$ under 23• +8d-130 +9d-t3g +9x.130 +901-130 +801_138 +ed-130 +84.130 •SO'=SENTRYO Y KURARAY AMERICA,INC. Ey 2615+18' +W/-130 +9ph1� +9x-130 +W-130 *OW-130 4=430 +94.130 M' ado radsN Ooatrd 3838' +Bbl-130 +0-130 +9x-130 4M-130 +80/-130 +Oa-130 484-130 46' +94-130 +94-130 +901.130 +90/•130 +DW 13D +901-130 484-130 "Or +94.130 +9x130 +g4-130 +D0/-130 +80/430 4931-130 +84-130 � �( '9'Q 80• +g4-130 +M-130 +Ba-130 +9a-130 +901-130 +801-130 +0-130 WINDOW i 63• +9x-190 +80V-130 +911f-130 +8x-130 +801-130 +801-130 +u4-130 J 72• +90%130 +84.130 +901-130 +94-130 +8x•130 +9x-130 I +94-130 N �} 78' +801-130 +901-130 +901.130 +901-130 +901-130 +901-130 +W6130 --4 WINDOW X W Q' 84• +94-13D +001.130 +94.130 +9x-130 +0-130WIDTH M �q U SEE SHEETS 18 4 FOR LLIg WINDOW ANCHOR (h (7 ii LOCATIONS AND QUANTITIES. o g r TABLE 12: : •••• a U Q • ••• • • •• Design Pressure(psl)for Windom Attached to a Vedkal Frame Assembly Tube LL ••i•• a 0 • . • wmaowwlah " z (L w (� • • • •under 23'• 251fiJ18' 27314' 331/7 35' 37' Q. • Anchor OMIP • • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Andw Group e- • A B rA B COD B C80 A B COD A B C&D B &O&D A B C&D r Lu O o u +701. %1x•90 +70AO OM-9) +701.90 47x•90 +701-90 +74-90 +74.90 +7&•90 +T4-90 +79-90 +74.90 +Td-90 +74.90 +7014% +74-90 +701.90 +7x•90 Q 'L iElj6' +lx +7 +7 VI-91) +701.90 +701-90 +7b-90 +79.90 +701.90 +Tb-g0 +7x-90 +79.90 +74-W +Td-90 +79-90 +79-90 +74.904701-90 +74-90+7x.90 +7d-71.6 +701-90 +74-9g +Ta-9D +701-90 +79.98 +7&•90 +701-90 +7d-90 +7x-90 +79.90 +Ta-W +701.90 +701-90 +7x40 +74.90 +70140 +TO!-90W48' +Ta-�. •+f 3 +T�. .90 +Tx-90 +Ta40 +7x-90 +7&-99 +7x40 +7a8T.e +70140 +7440 +701.90 +74-90 +74.9p +7pt4p Nd40 +7988.9 +Td-�+}191.3 +7x.98• •701.90 +7490 +7940 +7x•90 479.90 +7(-911 +7x83.2 +701-90 +7d-90 +7440 +74-90 +7a8R2 +7&-90 +7440 +Td 84.3 +1d-90 Q, Z+1.•6.8 + -90 +79.81.2 +7(-90 +7&-75.9 +74-90 +74.89.8 +Ta•70.2 +79.90 474.80.3 *79.78.8 +7440 +79.75,2 474-90 +7a-� +Tlp•712 +7440 Z+1.43,8 +701-80.? +7489.5 +79.77.3 +7x-90 +7b-T23 +7&40 +701.85.3 +!•86.9 +79-90 +74.78.fi +101-74.9 +70140 +701-71.6 +701-90 +7a-g.5 +1.87.6 +74-90 m J y. (n 0 W $Q • • • • m0a) � tU • • •• • •• FRAME V • • • • 10-MAX �••� f•+- ASSEMBLY TABLE 13: •••••• TUBE m Design Pressure(psQ for Windows Attached to a Horizordel Fauna Assembly Tube T ® e N N Wlmlav Width WINDOW >-n N» vr• WINDOW FRAME HEIGHT under 25.15118' 27314' 30• 33.12' 35' 37' HEIGHT ASSEMBLY 1 Z W x e Anchor Anchor Anchor Anchor Anchor Meteor AnehorGrorp Anchor Group 1) TUBE .I-I w=HOR rrrOwrL `_'"6 41 Group Group Group Group Group Group 1 1 - �{WINDOW of a x All All A0 AD B A,CRD A B C&D A 8 C&D 10'x' WIDTH (4L FREQ- z urMer23' *7(40 +79-90 +14.90 +7940 3711 _ *7&-90 +701-90 +7x78.5 +71V-90 +701-90 +101-74.3 +74-90 ADDITIONAL SEE SHEETS 184 FORWINDOWANCHOR Z 25-15110° +74-90 +7(40 +7040 +7(40 +7(40 +7x88.8 +7x-90 +74-90 +74.84 +1x-90 4701-90 (4 LOCATIONS AND QUANTITIES.SEE SHEET ANCHORS 363/B' 470'40 +70140 +7440 *74.90 +T(AO *7440 *7d-80 *7d-90 +74-90 *x-90 +700V-90 REQUIRED FOR THE FRAME ASSEMBLY \\\\\.({-YNN J l rl tai 48' +79-90 +7(•90 +70440 +74.90 +79.90 +79.80 +74-90 +74-90 +70/40 +7x-90 +T4-90 II WINDOW II 1� �/ I"'�' TUBE. \� ,2,0•..........,CSF 50$18" +7&40 +74.90 +7d-80 *74-90 +7440 +7(-90 +74.90 +704.90 +ixgp +7x.00 +7dgp WIDTH ta'�;•'L\GENSF •.,'Q i 80• +7&40 +T&-90 +701v +79-80 +Tb40 +7(40 +W-90 +74-90 +?4.90 +7x-90 +74-98 SEE SHEETS 1 84 FOR WINDOW ANCHOR83' +7&40 +7(40 +7(40 +T&40 +7b-M +79.90 +701411 +7w-gD +7w go +7x-90 +T&-90 LOCATIONS AND QUANTtTIE3.SF-E SHEET 't: No.58705 : + + + +7440 *7(-90 +74-90 3 FOR ANY ADDITIONAL ANCHORS72' 7&-90 7440 +7&40 7490 7b40 +7(40 +7&-90 +74-90 REQUIRED FOR THE FRAME ASSEMBLY16• +7(-90 +701.90 +7(40 •79190 +7(-90 +701-80 +74-9D +M-90 +7(-90 +T(-90 +74-90 TUBE7�.T-11,1 84° +7& *7b 90 *79 90 ♦7(140 +7(-W ST =1✓J Ute'•.. F N.•'�\ COR10,- NOTES: '/ / 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. SS ypY��fyAyt L1,El2CP.E.` 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -P:E.0 169705 FOR GLASS TYPES: TABLE 14: 5)7/8"LAMI.IG:(I/8"T-7/18"AIR-1/8°AN-.090"PVB-1/8°AN) PRODIICT'TNBYISED Deadgn Pressure(ps11for Stride Windom,AII Anchor Groups cv complying,wth th"Ftodda •PVNS HUTACIT BY ftURARAYAMERICA,INC. Building Cod° Window Width Attepimce°No4 under2r 2&19118• 27.3/4• 30• 33.112• 35' 3r udder 23• +701.90 +701.90 +701.90 +701-00 +701-90 +TW-90 +701-90 2&19118• +701-w +0%90 +70690 +7014D +7Qr-90 +M-90 +701-80 tit 38318' +701.90 +70!-00 +M.W +701.80 +70690 +70/•90 +7M-90 48• +70140 +701-91) +70690 +70690 +M40 +70190 +70 W T W�W +70(40 +70/40 +70140 +70140 +70140 +701-90 +701-9 T a Q OO' +70140 +701.80 +70/411 +70140 +701.90 +70149.8 +701$4.8 WINDOW W rds 83' +70140 +70140 +701-00 +701-90 +70147.2 +701.84 +701-79.9 RETORT 2 72' +701.90 *70140 +7014&e +70141.8 +601.70 +60/-094 +801.87.8 (n 78• +7040 +70140 +7014&3 +701.78.7 +80147.2 +807-06.2 +80143.3 W 84• +701-90 +7940 +701.81.3 +ODI-70 +60/41.8 �w (n $Q SEE SHEETS 1&4 FOR LU WINDOW ANCHOR Z LOCATIONS AND QUANTITIES. _ J TABLE 16: r • •• a • • • Design Pressure U80 iory)nrgoare Attached to a Vertical Frame Assembly Tube C.) J WiMowWldth z � CO illiil�-�'I�•• r231 2518118' 27.314• 30' 33•U2' V 3r • ••• Asohor Grotpt • Anchor Gmp kwhor Group Anchor Group Arlchor0Nrolp Anchor Gm p Analy Group N d Q CO A Btmai A B C&D B A,C&D A B C&D A B C&D B A,C&D B A,C&D ` U) ? Cl) • under23' +70140 +70140 0 +70140 +701-90 +70140 +70141) +701-go +70140 +70140 +w4O +70!-90 +70690 +70140 +701.90 +MM +70140 +70/40 t j 01) ?• _m)- • 8' +701 1) +70/41) +701-90 +70140 +701-90 +70140 +70!40 +701-29 +70140 +701-90 +707-90 +70140 +70140 +7W-90 +70/•80 +70140 .. _ [a Z 96!11 +701400 +70141.60 +70141 +70140 +711/-w +701 +70/40 +7440 +701.90 +701-0 +7M40 +787-91) +701.00 +70140 +70!40 +70140 +70/40 C3 (n Z +701-73. +! .3 0 +/44.8 +70140 +70140 +70140 +7M-90 +7940 +70147.8 +70140 +7M-90 +701-78.8 +70140 +70140 +70140 +70149.9 +7M40 (W� 80.818' +6$919 •1.88.3 +"111 0 +/41.4 +701.90 +7940 +79-f0 +79-60 +7940 +79-63.2 +79.90 +7940 +70674.8 +7940 *70149.2 +7940 +70144.3 +7940 • +148.8 + .8 0 +131.6 +79412 +79.90 +70P75.9 +79 +7014 +79-70.2 +7940 +7940.3 +142.9 +7940 +7017&2 +7948.8 +79.71.2 +7944.6Y +1.89.7 +/-43.8 .8 +149.3 +701-77.3 +70140 +701-72.3 +79-90 +70/46.3 +/46.9 +70140 +701.76.8 +149.9 +701472 +701-71.8 +70144 +/47.5 +701-79.9 LU Q Z W � r • (j) - W Q •••••• •• • •••••• FRAMEO 0/U) U) V • • • • ASSEMBLY i 2 W 10.E • • •• • •• TUSE o_3 TABLE IS: •••••• WINDOW m N Design pressure NPs98r Windows Attached to a Horizontal Freme Assembly Tube HEIOHi Window Width relQer 23• 28.19118' 274W 301 33.1/+ 35' 3r WINDOW FRAME HEIGHT ASSEMBLY • 4WINDOW�..-- ACWIDTHS.{IOR�L ?u$N Anchor Andw Anchor Anchor TUNE x z _ Anchor Droop AnchoT Group Anchor Orap t (4).IF REQ. �O O Group A0 Dq1 Group Group B A,C&D A B C&D A B C&D 10' {, SEE SHEETS 1&4 FOR WINDOW ANCHOR h0/i LOCATIONS AND QUANTITIES.SEE SHEET o z m ender 23• +70140 +7M-90 +7940 +70140 +70142.1 +70140 +7940 +7067&8 +70140 +70/40 +79.74.3 +70140T ANCHOR ONAI 3 FOR ANY ADDITIONAL ANCHORS 2&19110• +70140 +70140 +70140 +701.90 +TOM +701-90 +7014&6 +701.90 +70140 +70144 +701.90 +70140 T AREQUIRED FOR THE FRAME ASSEMBLY 3&316• +70140 +70140 +7W-90 +70140 +7940 +701-0 +70740 +7940 +7940 +70140 +7940 +701.90 (4)•IFRED. TUBE' ```��ty LYNN Af�ll��i�i 48' +7940 +70140 +M-90 +70140 +7940 +70/-90 0+M-90 +70140 +701. +70140 +7940 +7M40 WINDOW ` O (F'{' �. 80-9/8' +70140 +70140 +70140 +70140 +70140 +701-90 +7940 +70140 +70140 +701411 +70140 +70140 WIDTH �`Z`,•��Gt;NSI; 80' +7940 +70140 +707.90 +701-90 +70140 +7940 +70(48.8 +7949.8 +7945.6 +70144.8 +7M-94.8 +7944.8 •Q: •••?' SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 58705 er +70140 +70140 +70140 +70140 +701472 +70147.2 +70/44 +70144 1 +79.84 +70170.9 1 +79 79.9 +7919.9 LOCATIONS AND QUANTITIES.SEE SHEET 721 +70180 +7940 +7948.8 +70141.9 +g9-70 +801-70 +80149.4 +8949.4 *W-WA 4W-67.0 +00147.8 +00141.6 3FOR ANY ADDITIONALANCHORS - TB' +7940 +70%90 +794&3 +79-78.7 +801472 +801472 +60148.2 +80148.2 +801.89.2 +x/43.3 +00143.3 +80143.3 REQUIRED FOR THE FRAME ASSEMBLY •� UJ= 84• +70140 +70140 +7941.3 +801-70 +8941.8 +6941.6 TUBE. %'•On•' f LD �• •�-V,;' PLORvo NOTES: ,' 3�e1(�{tf A.�``\• 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /iICYrJP/ yLtrll'E.` 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FE•968705 FOR GLASS TYPES: TABLE 17: pROtwer REVISED DesI9rl pressure(Pe0 br Bugle Windows.A9 Andra orewe 6)718"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) as complying%vj&the Fronds 8)718"LAMI.IG:(3/16"T-114"AIR-3/16"AN-.090"SG-3116"AN) coept �;t�i•b5 9.t3 WlndowWldth mttonDgta ^2x18 under 23• 28.1&t8 27.314' 38 M1. 35 3T •SG'=SENTRYGLAS BY KURARAY AMERICA,INC. tinder 23' +Bd-130 +801.130 +901-130 +�1-130 +pr-130 1901-130 B 25.1&18 +801-130 +901-130 +901-130 +801-13D +901430 +901-130 t � 38378' +901-130 +901-130 +901-130 +901-130 +901-130 +801-130 .. 40' +11WA30 +801-130 +9111130 +801-1311 +W-130 +801-130 T •Q 50418' +801130 +BW-1311 +901-130 +801-130 +901-130 +901.130 T 88 49W-130 +901.130 +9W-130 +801-130 +9of-130 +W-130 ENLL1 HEIGHTS3' 49WA30 +901-130 +901-130 4901-130 +90'-130 +9W-130 co J 72' +901-1� +901130 +80/-130 +OM30 4901-130 +801-124.8 +901-115.7 W O d' 78' +801130 +x-190 +901-130 +901-130 +9011282 4801-118.7 +MA09.8 WINDOW�. _ �IN h 84' +901-130 1 +901-130 1 +901-130 +901-130 1+9W-118.4 WIDTH Q E WINDOW ANCHORFOR 0 .0 LOCATIONS AND QUANTITIES. Z ra r TABLE 18: • •• <U J C • ••• • • •• Design pressure(pet}for Windom Atteclled to a YeNtel Frame Assembly Ttri>a ••••• • • • IIIUJ}}UUU•---JJJ WlddowWldh Z •••••• 0)• • • 4gnda23' • • 2615/18' 273!4" 317' 33112' 3W 37" • An c hor Gnat Anchor Group Anchor Group Anchor Group Anchor Orem AOMor Group Anchor Group rte04-, N � � • A B C D A B C&D B A,C&D A B CSD A 8 CSD B A,C&D A B C&O tj 00 lL g4.. under +T&• +T -90 +701-90 +701.90 +701.91) +701.80 +7&-90 +701.90 +ro•90 +701-90 +7tl-90 +701.90 +701-90 +701.90 +70190 +701.90 :701-90 +701.90 ro•r„ Q Z 149!!5' +701.90• +70160 .10699 0•0&-90 +701-90 +701.90 +701-90 +701.90 +7d 90 +701.90 +701-90 +101.90 +7&•90 +7&-90 +701-91) +701-90 +701.90 +701.90 +701-90 +701-� Z +7W-90• +7&- .8 +701 7490 +JW-81 +701-90 +701.101 +701-90 +7&-90 +701.90 +7&-90 +701-90 +7&-90 +70!90 +70-91) +7&-90 +7019!1 +70x•90 +7&-90 +7&-90 V) S7:• 48' +701-7d1 &15%3 +70690 +74/90 +144.8 +701-90 +7&•90 +T&90 +7&•90 +7&-91) +7&•87.8 +701-90 +T&-90 +7&-90 +701.90 +T&-90 t7&91) +J&-90 +T&•89.8 +701.90 Y a h (o +f-89.3 +W3 +Td 7&-90 +141.4 +701-90 +701-90 +701.90 +7W-90 +701-90 +7&43.2 +7&90 +707.90 +M-91) +7&•90 +7W492 +701.9D 470f-90 +7&-04.3 +7&-90 It > 0. Z 80'• +/-58.5 +1.41.8 +701t8•Ae e7�90 H-51.8 +701-81.2 +7&-� r7&•75.9 +J&-90 +701.89.6 +701.70.2 +701- +70140.3 +7&-78.8 +7tl-90 +7WiS2 +701.80 +7&•90 +7&-71.2 +7&-90 > W • •�°i +155.7 +1 8 +7 + 49.5 +f-49.3 +701-17.3 +701-90 +7&-72.3 +7690 +70145.3 4148.9 +701-90 +701-78.5 +701-74.9 .70190 +7&•71.8 +101-90 +701.86.5 +147.8 +701-911 g�J 1n (� Lij Q g 1§OsN • • • • J S i kW �,Q • • •• • •• FRAME 4 O K U •••••• • s • 70.MAX. _� ASBEMSLY •••••• � TUBE • • TABLE 19: T Design pressure(poll for Wlndowe ANeared to a Horizontal FremaAssembly Tibe WINDOW n N n B WIMOw Width WINDOW FRAME HEIGHT Oti Xte oo under 25.1&t8' 27314' 30' 33•U2 38 37' HEIGHT ASSEMBLY X�mui TUBE z Anoka Anchor Anchor Anchor Anchor Anohot II II U- 3 0 Group Group Croup Grow Group Group Anchor 14x0(0 Anchor(troop 1 WINDOW I� ANCHOR o d o 0 AD All A9 Ali B A.C&O A B C&D A B Can 10'MAX (4),IF REO. a z under 28 +701-89 +70190 +70190 +76.90 +7&42.1 +7&-90 +70140 +7&-78.8 +701-W +70190 +T&-74.3 47&40 SEE SHEETS 1&4 FOR WINDOW ANCHOR ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25.1&18' +701.90 +TOG-90 +701.90 +701.90 +7&-90 +7&-90 +70148.8 +7&90 +701-M +70144 +70190 +7W-80 t4).IF�y 3 FOR ANY ADDITIONAL ANCHORS �� 38318 +7&-90 +7&->� +701 +7&90 +70190 +701-90 +701.80 +70140 +701-� +7&-90 +70190 +7&-80 REQUIRED FOR THE FRAME ASSEMBLY \`�•t�0P1Y.... 48 +7&9D +7&90 +70190 +7&90 +70140 +701-90 +70140 +701-90 +70140 +701-" +70190 +76.90 I WINDOW�, TUBE. Q��. '4\GENSF'•.�F,p w,w +701.90 +701.90 +7&•90 +701.00 +70190 +76-90 +70190 +76.90 +7690 +70190 +7019D 47&-80 Y1 WIDTH T}.: 88 +7690 +70190 +70140 +701.00 +7&90 +70190 +7&90 +76.90 +70/911 +7&90 +7&-90 +70190 SEE SHEETS 1&4 FOR WINDOW ANCHOR = No.55705 �4 83' +70180 +701.90 +76-911 +701.90 +7690 +7W90 +701.90 +76.90 +70140 +701-90 +70190 +7690 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS -b 72' +70!90 1 +70190 +70190 +70f90 +70190 +701-90 +70190 +7&90 +7I +7KW +701-91) +70190 REQUIRED FOR THE FRAME ASSEMBLY -710 TT 78 +70190 +7690 +70190 +76-90 +7690 +76-90 +7&-90 +70/-90 +7&90 +701-90 +7&90 +70190 TUBE. Cam•. ST TE 84' +T&90 +701-90 +7&90 +70190 +701911 +701-W i� s •'WRIDP,. Cj�� "/CONAL try SEE 8HEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A 6flma 4w4LL�'R,P.E. 2)BEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.l50705 a TABLE 20: 1 Item Dwg.# Deeodpilon Material ASSEMBLY DETAILS osz• 1 ,.,za•r 1 7002 Mein Frame Head,Sill&Jamb 6003'76 Alam. ALL DETAILS SHOWN FROM THE INTERIOR126• • 2 7071 Anchor Plate 6003 T8 Alum. 2919• � 3 7003 Sash To Bottom&Side Ball 8083 T6 Alum .082' 2.701' 4 70M Frame Corner Ke Sled 4 NOM. I 5 7009 Sash Comer Ke7 Sleet 3 .082' m 2.139' 6 7078 Frame Gasket Vinyl Foa1.159' 7 7072 SashComerGasket Vinyl Foam 2.784. B 7070 Bulb Weatherst .187°x.275" Flex PVC 70 31- PH 10 7024 Maxim Multi-Point Lodz Staff SASH FRAME HEAD, SASH TOP, 71 FRAME 11 7026 Lodz 5 Plate Steel SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE u 7014 Mulct LodtKee er Step AS REQUIRED PER 2 1 CORNERS #7002,6063-TB #7003r6063-T6 #7004,6083-T8 TABLE 3,SHEET 4 13 7013 Tie Bar Guide Nylon 1 14 7015 Tie Bar Assembly Steel or 88 16' �+ 15 7028 Maxim ad Operator,W Wa44° Steel ` I �+ 2203' 16 7027 Maxim Dual Arte O erator W W>24" 8t�t �j 1 .040' 1000' I 1 17 7030 O eratorGasket Vinyl Foam TTTT1T �1• II T1 18 7031 0 el for Bgdgn Plate Steel 7 .085' - 423' 993' T •19 701 0 Block Nylon 3 FIXED •093, J •Jb• Stud Bracket • • • Steel ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 7033 ep Slider Du Arm steel O 97071,8083-T8 60 #7008,6083-TB 70 #134,6083-T6 Oft Egress?iinge(Hbwy Du Mani. Truth Steel 230 7050 Egress e/Washable Truth Steel 6 Air Snub r -blowoutClt Steel31 Durta6eal act • • 8taal Ow � + 2 "r,13 Setti ock 32"It 311# 1� 4•• EPDM It 93• •1A14 Settin Block 1.32"x 7/1W 019 EPDM 85 888• •885• •35 Lam ad [Rex 3-TB Alum. •S6• 2 Lams Bead a 3 T8 Alum. 37 7059 Laml Bead D 3-18 Alum• 1 BEAD B BEAD C 4 Vin Aldb s Thick 000000 ex PVC 70 35 38 39• 1225 V11 gufb Ws Thin PVC 70O #7038,8063 713 #7042,8083 T8 Dow 09SiB eackbeddl • • INTERIOR 60 7006 Scrat•B�aw• 5-H14 Alum. .t72• 61 7040 Scree Comer a Pelyplapdafre / 8 62 Screen Goth Flbetplass 63 1635 Screen 5 line EM.PVC 4 .870' .050- 64 320 Screen Spring stemless Steel 0*1 70 134 Add-on Flange 6053-TO Alum. FRAME '�• 71 7004 Frame Ass Tube 8083-T8 Alum. BEAD 80 g8-32x 1/2"Ph.Pn.Mach.Scr TYPE 8 stainless Steel CORNERS 37 60BD3 Ts PRODUCT REVISED 81 1157 US x 1/Y'Ph.Pn.SMS Stainless Steel 86 Budd as ylng Code tha Plodda 82 98 x 5/8"Fl.Ph.SMS Sttlnless Steel �,1 t 1 1 I I r,,, AcaPtmlce No�•D�4• 83 #8x78"Fl.Ph.5M5 Stainless Steel less$led ```�Ol�{ .LyNfv... . y i� Revised or. Dole., Rewwon a By fettonDWI 84 #8 x 1"FI.Ph.TEK lase 3teet :' }CE"aL •FA b,iem 85 #8x1"Quad Pn SMS sr Revised ey Date: Revision A: 86 98 X i-1/2°Quad Pn SHrG Stelnlae Steel No.50705 - LM 5/15/15 NO CHANGE THIS SHEET 87 #10x 2"Ph.PnJ TEK Stainless Steel Drown y: 89 #10 24 x 9/16"Ph.Pn.TYPE F Stainless steel -� C( d !r ® Desartption •7 l !S r:r z BOM AND CORNER VIEWS J ROSOWSKI 90 #12 It 1"Ph.Pn.TEKI Stainless Steel '��C••• '"CORIOP.•'••� 1070 TECHNOLOGY DRIVE T,Ne: fie' N. oI eoz FL 3421529 75 CASEMENT WINDOW DETAILS-LM Sc SM 08/08/12 NOKOMIS, FL 34274 r t t l l l l l Se i eltiodel: Scale: Sheef: Drowrng No. Rev: A LYta4 MILLER.P.E CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM A P.EJI88706 ° ['�C6VE DEC � q 201 MIAMI•DADE BY: MIAMI DADE COUNTY EEPRODUCT 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.miamidndLgov/eeonoml PGT Industries 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"CA-740F Fixed Casemenf"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F--LM, titled "Fixed Casement Window Details - LM", sheets 1 through 11 of 11,dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, 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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this U1ttire44Ctk;s11a41 Ire prgvhled to the user by the manufacturer or its distributors and shall be available far inspAtioNat thb jbb sihat the request of the Building Official. This NOA revises NOA#12-1218A40and eoAAe ®f tt;s+page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation wasrevrewed byAlamel PArez,p.E. . . . . . . .. NOA No. 15-0519.15 MIAMI•DI4DE COUNTY • • • • • • Expiration Date: April 11,2018 l „• Approval Date: July 16 2015 • • Page 1 . . . . . . . . . . I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.11) 2. Drawing No.MD-CA740F-LM,titled"Fixed Casement Window Details—LM", sheets 1 through 11 of 11, dated 08/08/12,with revision A dated 05/15/15, 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)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740F aluminum fixed casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No.FTL-7063, dated 09/17/12, signed and sealed by Marlin D.Brinson, P.E. (Submitted under previous NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. . .. ... . . . . . .. . . . .. . . . . . . .. . . . . ... . • . • .. ... •• . . . .. "' •' ••• *6: ••• Manuel P ez P.E. ' ' Product Control x iner • •• ' " NOA Na.1 -0519.15 ... Expiration Date: April 11,2018 Approval Date: duly 16 2015 . . . . . . . . . . . . % .. . . . .. .. i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.11,issued to PGT Industries for their Series"CA- 740F Fixed Casement"Aluminum Fixed Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. . .. . . . . ... . .. ... .. . . . .. • ••• •• ••• ••• ••• Manuel Per7l • • •• • Product Control E er .. . . . . . . . . • •• •• NOA No.15-0519.15 ... Expiration Date: April 11,2018 Approval Date: July 16 2015 ... . . . % . % .. . . . .. .. 000 0 0 . 000 0 0 3L8'UUBNATW 7(18'LAN9NATm --�{ DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACI( I , GENERAL NOTES:SERIES 74Q VARIES, RATED FOR LARGE 8 SMALL Geo eurAC1TE .OBQ'S&SYKLIRARAY IMPACT-RESISTANT FIXED CASEMENT WINDOW SEESHEETS&10 MISSILE IMPACT RESISTANCE IWANNEALED Br KLNJ-Ar 3nS'ANNEALEDOR AMERICA,INC. OLA83 AMMWA.IHC. t•aTSTRE GLASS SPIVANNEALBDOR 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY HEAT-STRENOTH� WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 80'WIDTH EXTERIOR GL s EX*E�OR GLASS INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53'VISIBLE LIGHT WIDTH(DLO) a ___f --( GLASS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 4'MAX. S.SEE SHEET 2 11/1 SITTE 3S 1111SITE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST 4'MAX. 1 1 TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY.USE 1 IFOJAMB IS 32 so 32 ONLY MIAA 43ADE COUNTY APPROVED MASONRY ANCHORS. OVER 80'. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN GLASS TYPE 1 GLASS TYPES 2&3 PINE,ASTM COO CONCRETE MASONRY UNITS AND CONCRETE ______._._.—._._.___.__- WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. t T�'Hm'•+• 718'HOM. OIAss STACK s/18•LAMINN7ED GLASSSTACKA. 7118'LANtINATED 4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE 89' , SHEET 2 78' GLASS STACK GLASS STACK CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE VISIBLE HEIGHT tte-ANW-MM 318'ANNEALEOOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT / GLASS WOOD BUCKS DEFyCTEDN2XARE 1-1PPTHICKORGREATER. HEIGHT / 7Ag-ptR&p M,�A�® w-Am9pACE HEATSTRENOYusS LMMY 1X AND 2X BUCKSOVHr#N USVD)SHALL BE DESIGNED TO (DLO) IW ANNEALEDOR pvs erKuwwAY 311 V ANGLED q�plOA,INC • PROPERLY TRANSiBMAAIBS TO THE SiRUCTW7E.WOOD BUCK TEMPERED OI ASS AMEISCA.elC. GLASS •OMS @WAND INSTALLATION IS THE RESILON*miLrro OF THE We`ANNEALED 3i18'ANNEALEDOR • ENOINdR OR ARW1Vg i CARD. • • 23.O.C.MAX. 38 OUgg tleATaTReNOTNEREDOLAee IF JAMB IS •jb�UffOR EMBED&T TO LASE MAT SHS BBFE BEYOND SO'OR LESS. C+J 11/51 GLASS C,� 11r 5� GLASS WLL DRESSING OR 84UCCO.USE AN ICIENTL 37 817E 37 SITE •EMBEDMENT AS SPECIFIED ON TABLE 3.SHEET 4.NARROW ••,I "SEALANT IS UIABDON ALL FOUR COMMERiGF THE FRAME. 1 1 INST/�LLATION ANCHORSSHOIULD BE SRALED.OVERALL B • 1Nli1FLA9HING MATE&FOR WATLRRAS 'FANCE OF 23'O.C.MAX.IF fy T 19'O.C.MAX.� • HEAD OR SILL HEAD OR SILL 31 50 31 80 •I� �}.`(LTION SHAD EBV OTHEFlS BEYOND THE IS SD'OR LESS. IS OVER 80'. 32 S EOFTHESEjN§1�R�1CNS. • • • • • •• •••• GLASS TYPES 4&5 C,G,E GLASS TYPES 6&7 ••e)SI-NMSARE REQUIREDATEACHANCHORLOCATIONWHERE TYP.ELEVATION OF FIXED CASEMENT WINDOW 7�a'NOM. • THE PRDDUCT IS NOTM'LUSH TO THE SSSgTR�L1_4USE SHIMS --- •:C�1pl E NATED OF TRANSIrINO APPLIED LOA11S.WOOD SUCKS,BY OtA99 STACK GLASS STACK AH1EE)�R99 SUF� y�e 61AS45TACK MUST FCIE TLYANCI�RkRDR'QIStS7LOADS TABLE I: IMPOSED ON TH §Y TAF• NDOW. • •• IWAIRSPA(E is � 0,,,�K„ • • • • Glass Types Sheet 0 31WTEMMED A T1r_ .NG`.1 •• GLASS A.NEGATIWWN PRESSURES: • • • GLASS MMARAYAMEMCA,DC A NEGATIVE RAMS 11■OI YSig AND ON STRUCTURAL TEST 1 5/18`LeA(118 An-.DW PV8-1/8 An) B 3118'AMWJXDOR PRESSURE,DESIGN 1LNA D$B AND GLASS PER ASTM E1300. 2 7118'Lem](3H8 An•.098 8G-3118 An) 8 R HEAT-STRUNOTHT�GLASS B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. EKfERIOR STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 3 7118'Lem](3116 HS-.OW SG-3118 HS) 9 —f PER ASTM E1300. 4 7/8'LemL IG(118'An-7118'Alr-US'An-.098 PVB-118 An 10 11118.1GLASS 5 7/8"Laml.1G 118T-711WAir-1/8'An-.OWPVS-118 An 7 37 B� 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 8 718`Laml.IG(3/18"An-114"Alt-3118'An-.OW SG-3118'An 8 TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE 7 718'Leml.10(3/18'An-114'Air-3118"HS-.09W SG-3118'HIS ge HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 8 718'Lem1.1G(X018'T-114'All-3118'An-.090`8G-3118-An 31 50 32 PRODUCT RBVLSIB7 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 718`Lemi.10 18'T-114'Alf-3)18-HS-.090'8G-3118`HS os contptying wilb 144 Fbaide ANCHORS INTO WOOD.ANCHOR$THAT COME INTO CONTACT 'PVg•e BUTAC INTERLAYER BY KURARAY AMERICA,INC. GLASS TYPES 8&9 DnilJing Codd WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 'S('-SENTRYGLAS NTERLAYER BY KURARAY AMERI C. Acceptaimm No 'O 19•lrj REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR 11 A CORROSION RESISTANCE. �� NY LYN/Y �� Revised By: Date: Revision B: I Dale 7 2D18 Ne �i� BY 9)REFERENCES:TEST REPORTS FTL-7083.3578.3580.3724: GENERAL NOTES...................»»...»1 Q�,.•'•1,LGLNSF'•. F,Q�J Revised W. Date. Revtsion A: M d ELCO ULTRACON NOA:ELOO CRETEFLEX NOA:ANSUAF&PA NDS ELEVATION......._._»...»».» »»...»».1 �t: WH EDITION(2014) FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS»»...»».......»..._1 NO.50705 �r! LM 5I1 rJI15 FBC UPDATE MANUAL INSTALLATION...........».».....»»....2 _ - ASSEMBLY TUBE DETAILS.»...»».»3 - ® �crott°n° Drown By: ANCHOR SPECIFICATIONS__4 �� '�� .•.• GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR QUANTITIES...»................4.5 � {FEC�S Dote: DESIGN PRESSURES-....___&10 � �••. SA `!/` 1070 TECHNOLOGY DRIVE 7i0e: ASSEMBLY DETAILSIBOM..»».....».11 <C '••�,R ORIDP,. .\'t; N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 '••,,<CS� 1G� ` P.O. BOX 1529 NOKOMIS, FL 34274 Ser es/Model Score: Sheet: Drown#No. Rev: 'dit'NNMLLER,P.E CERT.OF AUTH. #29296 CA-740 NTS 1 OF 11 MD-CA740F-LM A P.FJI SB7� INSTALLATION INSTALLATION INSTALLATION EDGE OPTION 4 DISTANCE F- EDGE DISTANCE OPTION 2 OPTION 1 CONCRETECMU INSTALLATION INSTALLATION ANCHORS INSTALLATION PERANCHOR ANCHORS DIRECTLY INTO 2X WOOD. ANCHORS DIRECTLY REQUIREMENT BUCK WIDTH INTO METAL fEMMEDMENT INTO MASONRY. TYP.ANCHOR •.n •.- 114•MAX TYPE, SHIM EMBEDMENT AND i AS REQUIRED 0123TEt1 EDGE DISTANCE q PERTABLF 3. 2 SELF-DRILLING PER SUBSTRATE, 3 SHEET 4 SMS,SEE TABLE 3, AS REQUIRED SEE TABLE 3, SHEET 4. PER TABLE 3. 2 SHEET4. SHEET4 DADE APPROVED Urn EDGEMULLION,ALUMINUM, DISTANCE • STEEL FRAMING OR 35-37 _I__ -- _ 31 39 36.37 STEEL STUD. EMBEDMENT 1 �..-- VISIBLE LIGHT WIDTH(DLO) •--� 1 EXTERIOR • •• 70 WINDOW WIDTH - V • • ••• • • •• OPTIONALADDON •••••• FLANGE @ HEAD, HORIZONTAL SECTION A A • • • • SILL d JAMBS •• 90: SEE DETAR •.••s• • • At,BELOW • • • NOTES: • NOTES: 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS VANW••i1•• ••• •• • ••••• EIGHE•• •T31BLE :90:9 1)USE ONLY SUBSTRATE-APPROPRIATE / COMBINATION UMTS. WIDTH:WINDOW WIDTH•T ANCHORS LISTED ON TABLE 3.SHEET 4. ADDITIONAL INSTALLATION HEIGHT:WINDOW EIGHT-7 • • LIGHT / / � � ANCHORS MAY NEED TO BE ••••• •• �EIOHT •••• FOLLOW EMBEDMENT AND EDGE / , 10'MAX INSTALLED THROUGH THE • •(DLO) 0#000, DISTANCE LIMITS.ANY INSTALLATION / / WINDOW FRAMES AT 1(•MAX. • • •• •••• BUCK OPTION SHOWN MAY BE USED ON ANY •••••• HEIGHT SIDE OF THE WINDOW. _ FROM EACH SIDE OF THE FRAME • EXGERIOR • 000001 ASSEMBLY TUB CENTERLINE. • 2)ALL WOOD SUCKS LESS THAN 1-112' SEE TABLE BELOW: ••••• •• • •i••• / Ae offtl Atwhms Required an(FAT)THICK ARE TO BE CONSIDERED 1X 10'MAX -�•j I"'r- Side otti�a FramO Aee TUIe(FA • • �•• • •• INSTALLATIONS.IX WOOD BUCKS ARE • • • OPTIONAL UNIT MAY BE INSTALLED ! W A� 000000 • • DIRECTLY TO SUBSTRATE.WOOD BUCKS SEE DETAIL A2,BELOW LL Wlfih q B•C d D • 90:• DEPICTED AS 2X ARE 1-12'THICK OR I 1T-.220 0 0 • GREATER.IX AND 2X BUCKS(WHEN USED) 21•-25.8' 0 1 SHALL BE DESIGNED TO PROPERLY > 2g•+ I I TRANSFER LOADS TO THE STRUCTURE. - 38 3S bor WOOD BUCK DESIGN AND INSTALLATION __ oa HeIpM Wwow A� B,CdD IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.MAXIMUM 17'•228' 0 3 SHIM THICKNESS TO BE 114'. 26'-26.8' 0 1 1 DETAIL 28'+ I 1 DETAIL PRODUCT REVISED 4 A7 A2 m complying with Um FlorM8 LLuildi�Code 1X WOOD AeteplanceNoJ�7 Dytg BUCKSTRIP, LYNN Revised By: Dote• Revision B: SEE NOTE 2, N.......... 41" THIS SHEET. :. 1�CENSE '•,F•Q �: Revised By: Dae: Rerbton A Mmmt TYP.ANCHOR TYPE, L 1!4'MAX SHIM 7Y;' No.50705 'TY LM 1 5/15/15 1 NO CHANGE THIS SHEET EMBEDMENT AND EDGE - - Drown 8y: DISTANCE PER SUBSTRATE. .. - �� - ® OestAPLion: SEE TABLE 3,SHEET 4. CONCRETE E�AA°'R •• tS1d f is ..'CV GENERAL NOTES&ELEVATION J ROSOWSKI PER ANCHOR • TE tF : G� 1070 TECHNOLOGY DRIVE 7Rte: Date: INSTALLATION OPTION 3 REQUIREMENT ° N. vEwcE, FL 34275 ' F� <°RCDP•�C� P.O. BOX ,52s FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 ��„ INSTALLATION ANCHORS THROUGH ''�: OIdAL E,�' NOKOWS. FL 34274 Series/NodeC Scae: SAeol: browing No. Rev. ixBUCK3TwPINTOMA30NRv. VERTICAL SECTION B-B �, , ,, -- AtUttJt•ILIlLLEP.P.E CERT. OF AUTH. #29298 CA-740 NTS 2 OF 11 MD-CA740F-LM q P.E6 88708 FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRoDUCTRGVISRD w complying with Uro Flodlde C,G,E BnOdingOld* rs os{a{5 FIGURE 1: FIGURE 2: 740 SERIES Acc*pton**No HH AWNINGBxph*tlonDetoWINDOW` Mi� ►D FRAMEWINDOW / ASSEMBLYHEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: ruQ L 10',SEE NOTE 7, ►D 1)DIMENSIONS SHOWN ARE w THIS SHEET 740 SERIES \ TIP-TO-TIP DIMENSIONS FOR EACH -� / —CASEMENT---o^ �/ INDIVIDUAL WINDOW.FOR SIZES NOT LL WINDOW' / SHOWN,ROUND UP TO THE NEXT V) _ I WINDOW I �/ / AVAILABLE WIDTH OR HEIGHT = Q WIDTH 740 740 DIMENSION SHOWN ON THE TABLE& F.. d SERIES FRAME E t z FIXED ASSEMBLY RIES FRAME 2)ANY 740•SERIESPRODUCT c!) J t! CASEMENT TUBE CASEMENT 'ASSEMBLY____ (CASEMENT.AWNING OR FIXED WINDOW WINDOW E TUBE CASEMENT)MAY BE ATTACHED TO '7d' J Q • 740 SERIES THE FRAME ASSEMBLY TUBE.FOR d = M FDO .c- • • �,� ALL WINDOWS.USE THE WINDOWS L.I r' • • •• /MENT NOA FOR ANCHORAGE,SIZE AND `a U ~ ® {L •• ••• : WIINNDOOW ••..,,� � DESIGN PRESSURE LIMITATIONS. � ZLL, O Q � •••• *SEE PRODUCT'S NOA FOR 3)ALL WINDOWS IN THE Im co • ••• • • • • • INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO ate— •740 SERIES 000009 INDIVIDUALLY COMPLY WITH THE r. �.. ry • FIXED EXTERIOR REQUIREMENTS OF THEIR ••••�SAENr •• •• / / RESPECTIVE NOA 8 ` ..I F-• z • • • • • 4}FRAME ASSEMBLY TUBE TO BE c,L )JJ 00:00 •• • 000* 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN • • • • • AWNING CASEMENT DETAILS.WITH MIN.012 X 1'SHEET 4FOR SINGIFE UNITS: • •• •••• WINDOW WINDOW' METAL SCREWS.USE THE SAME � iaf-•' �— SPACING AND QUANTITY AS THE 01)DETERIMNE YOUR WINEOW SIZE •••••• MIN.012 X 1'SMS THROUGH FRAME OPPOSITE FRAME MEMBER Q Lu 414 • •• • •••••• INSTALLATION HOLES FRAME ASSEMBLY Q y • • • • ASSEMBLY 'TUBE S)THE FRAME ASSEMBLY TUBE MAY g m 0 W \V 2)NNOWING YOUR ANCHOR Witt • •• NOT EXCEED 8Y IN LENGTH(AS USED a AFIDSUBSTRATE,DETERMINE • • • TUBE MIN.012X INA83'FLANGEDWINOWI)ORBE J o FU„ Olt"AtlMHOR GROUP FROM • MIN. X USED IN TEE OR CROSS TABLE 3.SHEtT 4. 00***: 1.SNhS 1,SMS --- CONFIGURATIONS. : THROUGH 740 SERIES THROUGH a 3)FROM SHEETS 6.10,FIND THE INSTALLATION CASEMENT HOLABLUlT10N S)THE FRAME ASSEMBLY TUBE IS ® c N m N a SHEET FOR YOUR GLASS TYPE. HOLES WINDOW NOT REQUIRED TO BE CLIPPED TO a FIND THE PRODUCT'S DESIGN T40 SERM.EXTEFIUOR 740 SERIES THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLE FIXME CASEMENT JOINTS TO BE SEALED BY INSTALLER LABELED'DESIGN PRESSURE CASEMENT ASSEMBLY 740 SERIES Z,J (PSF)FOR SINGLE WINDOWS,ALL TUBE WINDOW FIXED 7)FOR ALL COMBINATION UNITS, ANCHOR GROUPS'. WINDOW EXTERIOR EXTERIOR CASEMENT ADDITIONAL INSTALLATION ANCHORS §R o ' 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE INSTALLED C a.z TIP DIMENSIONS FOR HOW NOT THROUGH THE WINDOW FRAMES AT o a SIZES1('MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXTFOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERUNE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,MEET 4. Ad•fowl Anahero psyd each `��`��N`( LYNN TABLES. Skb 0go FmrAo AwenftTubo AT) ,`��.•••��CENSF•._CC,p�� 6)USING THE TABLE9 LABELED 2)FROM SHEETS 6.10,FIND THE SHEET FOR YOUR GLASS TYPE. Window AnNwr type 1MNDOWANCHORSREQUIRED' w WNM A B,6&D = "r• No.56705 [ 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'iMNDOWAAtClfORS IZEQUIRED'(TABLES 2A 8 26,SHEETS 4 8 5}THIS MUST BE DONE FOR-ROUND WINDOW IN ,D,-fig, 0 0 .. (TABLES 2A&2B,SHEETS 4&g), THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP•T4TIP.FOR SIZES NOT SHOWN,ROUND UP TO DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. -�'� 0 1 LY' ANCHORS NEEDED IN THE HEAD. > 2g* 1 1 rATl 1S to SILL AND JAMBS OF YOUR 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED'(TABLES 2A&26,SHEETS 4&6),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND I- WUdow NWW Type ;.�Q F WINDOW JAMBS OF YOUR WINDOW. Helpht A B,C&D �i��,•.,FC OR49p;.•'C7``� By INSTALL A9 PER THE 6)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED U' INSTRUCTIONS SPERTHEErz. ( 'i null-�•,�` SHEET 2),AND THAT MIN.012 X 1'ANCHORS ARE TO B£USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET}. 2,* 1 1 q,� )iw&p,E. P."68m o • wade ° a •• •• r- r r. i s I� y~� �'a C C m_ R NdIR. N NNN�N m gaOD y�W N�N�N gNepiF al- N�w N N1,2 ® ® N�N��t�N V N� N: m NafN (ip Np1 Naha NA NwN W NW NN D mRry 4 j 8 mNE ��' ',Iy�Nm VVI f�LNV v: :�N0 NONp Np NAN WNW""" m Sal p N p N p N p N p N p N p N A N a N w N W N W N w N W N N N ° NP NpNp Np NpNp Np NaNANw NW N W NwN W NN N a w •O Y 41 a$ N �� • ��'S N.�NNN O�im N mN V N�Nm NV N0M0 Np NAN W Nw NNN D °; N O N O N V N 0.0 N 0 N p N W N V•N p N p N A N A N W N W N N W N W N N N 19- .9 j • .9 A �� log NO NmN V Nin Np NinN p NP N pN N Np NA Na No W N N W NW NN N a .a C �• •• CL o+m W� �}Ytt�} ]C$ +ffi��' N�N mNp N�Nm NmNm Nm NmNO N•V NV NmN m Np A aNw NN N m .� N 0 N-1 N-N p N p N 0 N p N 0 N 0 N a N A N W N w N W N N N N y N�N 0 N V N V N V N 0 N 0 N m N m N m N p N 0 N A N A N N w N N N m0 a m N m N V N m N m N W NPN A w N N N m C D "a NON 0 N 0 N p N.N p NNN 0 N 0 N p N a N A N W N w N w N-1+1- W N N N 0 O. 00 NV � � N O N O N V N p N 0 N to N P N P N 0•N p N p N A N a N W N w N W N W N w N N N a ? m a $ro $ m wm w0 WN wm W0w V W V w+tw•+W'./WmwW wpW P wA W AW w W WN W D r• m� � � A a A Q W O w m w�w�W•D W O W O w O w m w m W 0 W 0 W V W 0 W p W p W A W w N w m e pp a SFq• p W 1-1-1-w 0 w p a wawa W W W Www W N W (7 mm Oy � D a� � �^� Ny WOWOW0w0W WpW0Wpw0wpw AWaWwWWwWWW W Nw a D �j QJ N w w w O w m w m W V W V w V w w w m w m w p w a w A w W W w W w D b 22_ m 0 W �' Y Op� �� p�$�� wWOwmwmwpwawpwpwp pwawawawWWwWwWww w ° x grg �v_ �3•��g �.$�� woWmwmwpWPwpwpwpw Wp awaw www WwwWwN a w 11 $rr g o gree m o Lnm wawa mwmwmw�w•�w�w W.�wmwmwawaWawww wN D 6m _ Nw±N NNN ��++�t�+�� q�(11� weyw0 W+ Ow0 W Wm W O WO wOw V w0 Wm P W aww WN W m 111144 •ilvYolal°toza$( www-WmwmwpwPWpWa p pwpw wawwwWwWww Nw n y wcl9 �.oia A�� AP wowmwm wP wP .. w WPWp waW W- wwwWwwwNw a w,,, gwmWmwmwmwVwVwVWVWmwpwpwawWwwWNw aj. •py �� a�apa� oaoae mAm a�DAOAVAVamapaaawWNw �$93'�i�A�i��ed � wow.iwm mwmwpwpwpwpwpwawAwwww wWw Nw o wmwPWpwpwpW wpwpWPwawawwwwwwwwwwwNw <K«KKK '9 m 5 T mm D� vim D gg z�N w ffl DH Z � $ 01v 2 Ntj fogs 9 x x x m O A m p P � O rp ��5 ° x g o 5 $j Az 00 O m Z x x p m m r� m Revfsed By: Dote: Revision A � ' L MILLER 5/15/15 CHANGE ALUM.THICKNESS $ Dro.ay Dae: n s r :yo2 J ROSOWSKI 08/08112 °' r 00 OZ _ z_ ANCHOR TYPE AND QUANTITY �`'R�.•-� ^- o m' 1070 TECHNOLOGY DRIVE mie: . N.VENICE FL 34275 FIXED CASEMENT WINDOW DETAILS-LM '. �': .....•.• ��`�� P.D. BOX 1529 &vO NOKOMIS, FL 34274 Serer/Model- Score: ShseNa R %� r 111'`�t\ CERT. OF AUTH. X29296 CA-740 NTS 4 OF 11 D-CA740F-LM A TABLE 28: Window Anchors Required(Over37-on Short Bide Dimension) PROOUCTRRV[SED as 0MAYIn8 With the Ftalds an((am$caao 15-d5tq.. Anchor Type' 0' Aaceplmmo No A B C D I A B C D A 8 C D A C D A B C D A 8 C D B C D B C O A B C D Bxp(mlionDala �.DIa under 23' 1�� 2 2 2 2 2 2 2 2 2 Shod Shte 3 3 3 3 4 3 3 4 6 3 3 4 5 3 3 4 5 3 3 4 B 4 4 8 6 4 4 5 B 4 4 6 7 5 5 Lai bide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mem 25.15118' Short 51de 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 B 3 3 5 8 4 4 5 6 4 4 6 7 4 4 8 7 5 5 „ Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Sha(Side 3 4 3 3 4 5 3 3 5 8 3 3 5 6 4 3 6 7 4 3 8 7 4 8 8 4 4 6 8 5 4 7 8 $ 6 a Q 37' Long 8)de 9 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER ort SMe 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 8 7 4 4 8 8 4 4 7 8 5 4 7 6 6 THE ELEVATIONS ON SHEET 1.DIMENSIONS = L e 4 3 3 4 5 3 3 4 6 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP-TO-TIP. N 44' Short Bide 3 4 3 3 4 5 3 3 5 6 3 3 8 7 4 4 8 T 4 8 B 5 4 7 8 5 7 9 5 5 8 8 5 V' 441(4• Lowhcd Side 6 8 3 3 5 8 3 3 5 8 3 3 8 3 3 8 3 3 fi 8 3 3 5 8 3 3 6 8 3 3 $ B 3 3 NEXT AVAILABLE SHORT OR FOR SIZES NOT SHOWN,ROUND g DE 0 THE Shat Bide 4 3 3 4 3 3 5 8 3 3 8 7 4 4 8 7 4 4 7 6 5 4 7 9 5 6 7 —9 -5 6 8 10 8 5 53.1!8• Late 8h1e 6 7 4 4 8 7 4 4 8 7 4 4 8 7 4 4 8 7 4 4 8 7 4 4 6 7 4 4 8 7 4 4 8 7 4 q DIMENSION SHOWN ON THE TABLE. lOtart Side 3 4 3 3 4 5 3 3 6 3 3 B 7 4 4 8 T 4 4 7 B 6 4 T 9 6 8 10 6 6 8 11 8 5 W N i” 3)THE WINDOW'S SHORT AND LONG SIDE MAY 6r Side 8 8 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8 6 4 7 8 6 4 8 6 4 8 6 4 7 8 5 4 BE INVERTED Z ..1 Sha(Silo 3 4 3 3 4 6 3 3 5 6 3 3 8 4 4 8 7 4 4 7 B 6 4 7 9 6 5 8 10 8 6 8 11 6 5 Lam Side 7 9 5 4 7 9 6 7 9 5 5 8 t0 6 8 10 6 6 8 10 6 5 B 10 5 B 10 8 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL aj Shat Side 3 4 3 3 4 6 3 3 5 8 3 6 7 4 8 7 4 4 T 8 5 4 7 9 5 5 8 10 8 5 $ 1 8 $ ( pRpppT•pN, (� 0 88.13118, Lang 9 5 5 8 10 6 5 8 10 8 5 8 11 8 B 11 6 5 B 11 B 5 8 11 8 5 B 11 8 6 8 10 6 5 Z F s LL Shat e 3 3 4 6 3 3 5 6 3 3 8 7 4 8 7 4 4 8 5 4 7 9 5 5 8 9 5 5 8 it 6 5 • ,„� Lang Sq• 8 10 5 826101 8 5 8 10 6 5 8 11 8 B 11 8 6 8 1 6 5 8 11 6--5 B 11 8 5 8 11 6 5 0 %to • Alt Short Sh1e 3 4 3 B et 5• 3 3 5 8 3 3 6 7 4 4 7 4 4 7 6 5 4 7 9 5 4 7 9 5 6 8 11 8 5 (y � 1l h • Lamm 0 6 5 6 1 6 5 6 11 8 5 9 11 6 5 9 11 6 5 9 11 8 5 9 11 6 9 11 6 5 • short 3 4 3 3 5 6 3 3 6 7 4 4 B 4 4 8 B 5 4 7 9 5 4 T 9 5 00 0 j co Lan Stde 8 t0 6 i i1 111 B 5 9 11 8 8 8 11 8 8 9 1 8 8 9 11 8 8 8 11 6 6 9 11 6 8 •• ate— Z �, -4 Z • 70' Shod Slde 3 4 3 9 •1••Se 3 3 5 8 3 3 7 4 4 6 7 4 4 6 6 4 7 6 5 4 7 5 5 0 0 Q z •••�,• L 10 8 6 1 8 8 9 1 t 8 8 9 11 8 6 9 11 8 9 11 8 8 9 11 8 8 9 11 8 6 Shen()Ida 3 4 3 3 5 6 3 3 5 7 4 4 B 7 4 4 8 8 4 4 7 8 4 7 9 ti 5 IL 2 • • Lan Sid! 9 M1 6 f 6••16 8 6 9 12 7 8 9 12 7 8 9 12 7 8 9 12 7 -e 9 12 7 8 W • a� ShortSW 3 4 3 4 fi 3 3 5 8 3 3 5 7 4 4 7 4 8 4 4 8 8 6 4 L 1 8 7 8 9 12 7 6 9 12 7 6 9 12 7 8 9 12 7 8 9 12 7 L� Q • Short Wo 3 •4 3 3 5 6 3 3 6 7 4 3 7 4 4 B 4 4 8 8 5 4 0 = U Q • Long Side 10 13 7 8 10 13 7 7 10 13 7 7 10 13 7 7 10 t3 7 1 �• Shoo Sido 3 4 3 • 'J 3 3 5 B 3 3 5 6 4 3 • sl III'- Lo 14 18 10 •••• '-"[ X 05 • Short Ylde 94 3 LL • •• • •• • •••• • ••• 0 EXAMPLE 1:FOR WINDOW SHOWN BELOW,7/18'ANNEALED LAM.GLASS,11C MASONRY •••••• ANCHORS INTO CONCRETE.+7040 PSF DP REQUIRED,NO-ANCHOR PLATE • • YNM 10' Q' g W o +� 4- 14•� �4• �4•� ��M � o0 0 AWNING ANCHORS(SEE SEPERATE NOAt 2i a Y FIXED oz z A)FROM TABLE 9.ANCHORS C 8 D ALLOW A DP OF 4701-90. l A)FROM TABLE 9,ANCHORS C 8 D ALLOW A DP OF+701-83.1. B)FOR THE JAMB,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / 1 B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 10.8' 1325' SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. `\•,� N LYNAI l�� DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. / O ( ..1/ C FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH.MMB �� '�tG[NsC '•.FQ Cy FROM TABLE 2,8 ANCHORS ARE REQUIRED 04 EACH JAMB. / 7� ) c 81' T D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. 1��:• No.58705 �• D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD B SILL. , E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. \ E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. F)PER RULES ON SHEETS 2 b 3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY } \ F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME �.��•'.• ST OF 1 1•% TUBE SIDE OF THE AWNING(HEAD 8 SILL). 2 ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD 8 SILL). O •.,rcoRror•.' PAJ580.i7NN"M�L�eR�P.E. 48' 708 FOR GLASS TYPES: 1)5/16"LAMI(1/8 AN-.090"PNB-1/8 AN) PRODUCT REVISED' w emnplying mth the Floud♦ BUTACITEwPVS INTERLAYER BYKURAItAYAMERICA,DIC. 13U Id 1{9�b$1�1•IS Acaplanca No TABLE4: E ireli aDffio Deegn Preeawe IpaB fa El88pto WOWva,AO A oneMr GroupI 1i- I+ By Mian Dodo c! BIM Side -r [I ud2618116' 27.V4• 3717 3r 44. 46174• 471!8• 56• 63' LONE 0er un23' 47W -W 80 ♦ +ro80 .70140 +7" t 0/480 .ro80 -4-7&W- ♦7080 ♦ SHORT SIDE a 2618118' OW-00 +7040 +701-90 .70F.00 OW-91) ♦7040 ow-90 47w,00 +M•00 .70140 BIDE 3r +W.90 +7-90 ♦ro.90 +7W9D 77014)0 +701-90 +7014)0 +701.84.1 +1W.77 +M-M.1 W 46114• +7-90 770180. +701-80 +7d•90 +701-90 +7014L1 ♦70F-80.1 4601-70 +601$32 78.1.3 SIDE -.4I QE I � LL -�I S 1�- LL 86116• 47W9D ♦7040 +7*41) ♦701-90 +701-84.1 +80.70 48.70 +80147.6 TA 68' 4"m +701.90 +7M90 +71143.2 +701.77 +81147.84W432 1)SEE SHEETS 1,4 8 b FOR WINDOW ANCHOR = W g or .7W90 +7040 470140 sro-785 .7.10.1 +80141.3 LOCATIONS AND IONSQUAMAY B. r8• +7040 Lu T7W84.8 ♦7070.7 ♦/-59.8 01488 2)TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY 84• +7-90 470.60.4 +71171.3 +1442 OR HORIZONTALLY AS SHOWN. 2 ZZQ L3 TABLE& a�- • 4141 Dealp Preewre gmWforWhgova AUmhedN a Flame Aeeam6177Wm - LL • • . z w O O • • •• WM4oe DIO.refon A' W ••••: under 23'26111,8' 314' 1 3r 4� 461!4• 571!8' 69' or in r L Z A°°110f 4x7Ya• An4hor" AroAor ta" Amha Group Anoka GmW AlWooarp Aoel.r" AmtWDmup v W (/} ••••• titay WWP % • • AI All A9 A,C010 •B CBD B A 8 C&D A B CBD A B CBD A B C D A B C 0 o r ai Co�O S Z undm 23• 47040 + +7-90 +70 +70.80 +70174.9+70.79.7 016!8 +70.90 +7072.7 +1489 +70.80 +148.1 0.61.8 HW80 040.8 4017.4 7704/.8 470-90 +I�7 +643.8 +70140.7 t70f49. y% i1(y1'�• +7.90 y' 7.90 +70.90 +7-84 +11.90+7.70.7 +7040 +7040 W44.4 .7040 +70.90 +1469 +7040 +704D 0498 .70-84 +70180 +70.90 41493 ♦70.77.3 +7040 47.90 d � �1' � W Sr +70.90 47040 44/40 +ro40 +7040 +7080 .70-90 +7080 +7040 +704D +7-9D 77048.4 +MM ♦7044.1+70615+7W84.1 +70.71 +70173.6 +70147 +70-77 +7970.1 +IW.8 +70F70.1+7-70.1 W W • +70.96 40 + ♦ .7040 +M-W sro80 .7061.8 +TW-W ♦7M441 770-74.4 01044.1 400.70 +5087.7 48070 +0047.8 480419+80147.8+60-87. 48041.3 047 48081.3+80741.3 d807� !7040 X90 4jot40 +ro .7090 77040 .7084.1+W44.1+70144.1+70401 0-879 .7040.1 480.70 .8081.7 48W78 +W.M2 +658.4 48M87.2 4601492 W Q 87118' 4.01.90 .ro•0 +7.90 7044.1.70.67.1 +8W70 .80-70 +80.70 +8W70 +80-70 4611.70 +8047.5+5087.4 48047.5 Z U 1� +711.90 0149 +o6eD +701 2 47.77 ♦%7i ,51147.6+8047.e.BD4r.6 4601492+611492.81161z in -(9 p a Q ore +70180 s7D[90 +ro4D +70•�L 1 77 .70.70.1+701 7D.1 48041.9+8041.9.8081.3 ( � n CLO W U 70 +ro4o +71144.6+7.75.7 +1499 .6e6.9 ,140.5 088.6 X 84• 4%90 a 4+ -71.3 N 2 J • � o '3 tllm WINDOWS WDTFAIND A&T MAY BE•94VEi"• m 4141•••• • • • XE a m 9:4100: ® 1, N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE m m. NC N FIGURE FOR VERTICAL FRAME ASSEMBLY TUBEFRAME W84DOWEMBty SEE SHEETS 1,4 8 6i o o 0 FRAME SEE SHEET'S 1.4 8 5 FOR n:x MAX. ASSEMBLY DIMENSION TUBE I FOR WINDOW ANCHOR o O TUBE WMDOW ANCHOR meg- -� LOCATIONS AND o z z LOCATIONS AND T} QUANTITIES.SEE SHEET WINDOW QUANTITIES.SEE SHEET I 70•MAX. 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED .A FORTHESFRAME RED ADDITIONAL FOR ASSBMBLYTUBE. IYNNIAq/4 WINDOW ADDITH)NAL ASSEMBLY TUBE. WINDOW ANCHOR �� Q , F -+DIMENSION-- ANCHOR --�VNENSION�- (4J.IF REO. 1�a��,•�LOENSF •B• (4),IF REQ, A Q': •'.mit No.58705 5 4-1 ST ,'n,1� FLORIOP••'�C� SEE SHEEP 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS MIMI FOR GLASS TYPES: 5)7!8"LAMI.IG:(1/8"T-7/18"AIR-1/8"AN-MID"PW-1/8"AN) PRoDucFRBVISBD as complying will,"Flolm, "FNB'=BUTACIT VB INTERLAYER BY KURARAY AMERICA,INC. DnBding Cod4 11r)-0,13 Aceepwnce No g;; TABLE B: E$piml�onD"ta Dat.Pime&e 0"far SIM*Wadm,AN Anahw Crape 1 By F] Shan swe L T MieOi under 2r 28.010'1 2T41r 3112' 3T' 44' 46ur 811IB' 88' e3• � LONG under 23' « +79!•90 +70190 «74-90 ♦ 50 «70'-90 +701-e0 +701.9G !701.90 47u �� SIDE 2615FI V ♦701.90 ow-90 +701.9D +Td•90 +70/50 +7&.90 +W-90 +701-90 +70!•01 +70/.90 �q 3r +7&40 +70/.90 +7&50 +70r-90 +701.90 +70150 +TW50 +7d-W +M-81-8 +7&-79.9 '']T- -L 11Q t3 4&v4' +M90 +ro90 +MW +7&40 +Ed90 +7&90 +m90 I SIDLONE SHORT SS y g L0 b',t1B' +?&a .70150 +'W-9D +701-90 +7W.W N LL 9 5r +70150 NW90 +7W-9D +7&-90 +7W472 1)SEE SHEETS 1.4 8 8 FOR WINDOW ANCHOR (n OQ Sr +7&40 +7&.90 QW-W +70147.2 +70-79.0 LOCATIONS AND QUANTITIES. = w 78' .70140 +70140 +70/48.9 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY �, J 84' +701.90 +701-W +70141.3 OR HORIZONTALLY AS SHOWN. r V LuA d x ^� w TABLE 7: U C9 LL. • •• Design Preeeue 0vl/far Wheiwrs Afieehwlf"aFreme AeeemhiY Tlae p • ••• • WM"BOhr•rmon'A' a z Lw p F p ••••• urd0123• 2650118• zT4H' • 33101' 31' 44' 461/r 63.1/B' Sr 83' N Q., -Q A n • d • • An"Group •ka. A1whWG up A.I.M.M AnWOOMW AnchwQraup And-Q up Amis GWJP ••••• AI A0 A9 A, dD B A,CdD B A B CdD A B CdD A B CdA A B C D A B C D O o� 23' +70190 VW +7&90 7&42.1 +7W40 FQW-W.S +7&.79.7 4142.8 +7&40 +7&-M.7 41 9 4M40 +148.1 +141.8 .701-90 +/40.8 +WT.4 +70147.8 +TOJ-90 4148.7 +Fp.6 +70140.7 s7W89.8 � m CD LLQ 261&18' +7W9D +7&.90 +70190 +7&50 +7&-90 +7&44 ♦701.70.7 +7W.W +7W90 +164.4 +TW50 +70140 ,fa.8 +m50 +701-90 +1.55.0 +70144 +7&50 +70149 +149.3 +7W7/.3 +lW4D +7W9D Q fn g o � Z .70!•90 +701.01 50 •+7&-90 .7W4D +7W4D +7&50 .lW9D NW60 +7&88.4 +TW-90 *?W-M +70140.8 +7&.W .701479 +7WT3.8 +7&47.8 +7&47.8 +TW-79.9 *W-8 +70179.9 ♦701799 w �. tlW90 « 49 +701.90 +70190 +7&40 +7W90 +7W41A .70190 +7&•90 +7&74.4 +7&40 w w Wtfr +7W40 +7&•80 +1OF80 + +7&.90 +7WW +7&40 +701492 +7&50 +7&68.8 .7&.01.3 .7&90 (n d (n ae Me• +7&50 •+/D1 e0 +781.90 07W-W• ♦7&-9D +70140 Q + .7&01 +m5o •+T&-W +TW4Te J z+7&• .7&.90 +7&472 +7&.79.9 J y L!3 R Q «70,90 +701 W .7&49-7 p N V er +7&W 90 +7&41.3 n @F M:p111 Mftft S WIDTHMD HEIMI I MAY BEMIMf#"• ...I c ii • • • •••••• Oa"fry N • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 25 z FRAME 10' FRAME SEE SHEETS 1,4 8 8 FOR WINDOW ASSEMBLY SEE SHEETS 1,4 d 8 W Z-}h0•x p MAX �" ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR o 0 I TUBE WINDOW ANCHOR 'B' - 1 LOCATIONS AND ^o z z LOCATIONS ANDT QUANTITIES.SEE SHEET O WINDOW QUANTITIES.SEE SHEET I 1 W MAX 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED 111 1 1 "A• OR THE FRAME FOR THEFRRAMEIRED ADDITIONAL FASSFM13 YTUBE. \\�O'k � WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ��. .•��G£NSF -�"�DIMEN31071� ANCHOR --�DIMENSION�- (4),W REO. •. (4),IFREQ. •A' �f: Ho.56105 'U'•' SO 5 •��J= .� ••• LORS�?fv'�C� A.LYNN MILLER vE. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P• &TOB FOR GLASS TYPES: 2)7/16"LAML(3/16"AN-.09W SG-3116"AN PRODUCT REVISED m ceBlpl7hig 1vi81 the FWdS 6 7/8"LAMI.IG:(3116"AN-1/4"AIR-3116"AN-.090"SG-3/16"AN) building Cede 8 718"LAMI.IG:(3/16"T-114"AIR-3116"AN-.090"SG-3/16"AN Ac i t5-CSM+}A�g TABLE S. 'SG'=SENTRYO NTERLAYER BY KURARAY AMERICA,INC. Z� Miami P/od001 ❑ DnIpn Pre m(ass t«S4191e Wk dm.AD Amlw GM" � -r- SW 81de 1 uW439 26.18115' -1 31.112' 34' 44 6M 60' Sr 8T-- SHORT LONG W Q uMer 2r t8d-130 +e0f.130 -0-130 30 +9W-3p +8G-130 +OW-130 ♦ - +98F530 +801-13D t •130 SIDE SIDE 26.1&ir #801.130 +M-130 0087-130 #90.+•130 +W-130 4901.130 +94.130 0804-130 +90-130 +901.130 I _ er +84130 +84.130 #94-123.1 +84.1185 +84.110.7 +84.100.7 N-89.1 Q-all +1.8&1 N-183 T L � -It • +04-130 +801.190 +84.110.7 +801.113.8 +84.108 #84-979 #• 41.80.5 +F 79.9 #!-T&1 } 4„�LONB � I gHORT U. ?r +901.130 +94-12&2 +94.1187 +84.111.8 +801.10.8 #801.96.1 0-811.3 ♦1.18.1 41.738 1 SIDE -yl 818E W 75' +(14.130 +84-127.8 ♦114.117.1 ♦94.110.2 +94.104.1 #94.93.2 N-78 0_72.5 •, l�- 8W +94.130 +94425.3 #94.114.5 +94.107.5 +94.101.3 #Fees N-787 1j SEE SHEETS 1.4&5 FOR WINDOW ANCHOR z°Q 114• 0414.190 490#.1488 #801.108.8 +94.101.4 +84-95 e/-73 LOCATIONS AND QUANTITIES. 1 2)TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY LUQ` 134' +9413D a94.1173 194.409.3 +84-98 #84.925 OR HORIZONTALLY AS SHOWN. U Z a 148' In +94.129.8 +84-118.4 +04.106.3 +94.98 TABLE 1k $ y. • •••• fledge ple94ue(psOfx Wledawe A6eohe1lbaFrert•AesemlN7 Tube b Z rO • • •• WfIdo14120N1ebn'A' W Q 00 ••••. WWN 2r 25.1&14 1B' 34' 40' sY 80' Br to N a' Z AWtw 6MIMI *rWw Amhor(trap Amhorthaip Ando Group Am•w D1a1p Amhd(RaOp AnclwtlrauP • A0 A5 All A.•& N A,C&D B A B C&D A B C&D A B O D A B C D mz 2r +?4410 +7 +701-90 + .4 +74- #74.90.8 +74.877 #1.887 +74.00 +145 41-M.9 +701.90 41-58.5 4146.6 +7444.7 +74.90 41.66.7 043.8 +70MT +701885 % k O = Z +74-9D #74.80 +74 ♦ - +Tb-8D +74-80 +74-77.7 41111 0 +7(9.80 +187.8 +70-110 #74A0 +151.8 +701.81.2 +74-9D +74.90 0-49.3 t=47.3 4101.80 +70!-90 6 8 V, W 5r 474-80 +74tH •74-90 ♦ 90 74 +7440 +701-90 #74-0 +74-90 #74-80 +74.83 +74.74.3 +7049.1 #74.74.7 41.88.8 +7W4I&I +74.88.1 474.71.1 +683.7 410783.1 #75#8.1 ;7 �-4!• +74-90 •7x•90 •74.90 +'�d09 pV&0 +74-90 47490 #74-BD #7490 +7440 47477.4 449.3 +74818 +149.7 41824 17440.6 +7480.5 4146.4 *MA +74-79.3 +74.79.3 = ui LLl +74-D +W-90 +74-0 +70.40 +7480 +74-90 47490 +701-0 N49p #7490 +74-72.8 #701.73.1 +74419 0-M..3 4186.8 +74.78.1 8478.1 +14122 +655.7 aM73.8 474-73.8 our � a � vs +?440 7400 a + -80 +74.90 +74W ♦74-0 4701-p +74-90 074.78 NW.3 174.78 481.9 N•�.4 +74-72.6 +74726 w Z V „ 84'• 47490 74• 74.90 r + +74-0 +74-80 +74-89 +7449.8 +7488.8 +74787 N42T 47470.7 O 1 •42f• +74-8 #74.00 +74-90 +7440 #74.911 +7440 #74•!10 +7479 47449 a747S �� .• ,co, Q Q 134' +74.90 +M.90 474-90 +ldl0&•N5�0 +7440 +7040 i 12 W m X \U 1 +?4.90 4 -eo +7440 +74 +7490 I $ 1jfiHE WINDOWS WIDM ANDOIE M MAY BE INVERTED. •••••• • • • ® ON W • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE o�XL! FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' �( FRAME SEE SHEET31,4&5 FOR WINDOW FRAME SEE SHEETS 1,4&5 r 0:0 o MAXASSE�,Y ENDOW ANCH� DIMENSION TUBE I FOR WINDOW ANdiOR r. TUBE LOCATIONS AND T'B' �_ LOCATIONS AND ET o 2E z ~ WINDOW QUANTITIES.SEE SHEET I 10'MA)L 3 FOR ANY QUANTITIE ADDITIONALS.SEE DIMENSIONDIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED W ANCHORS REQUIRED FOR THE FRAME `��t LYNN 41k FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. �� pa .••" ••.IF WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ; �`T.•�11;tSNSr '• 'Q •'i DIMENSION ANCHOR --�DIMENSION�- (<).IF REO• ti ,+'$,• (4).IF REO. .A. ..t tiC: 410.58105 _ S51UN1, 'A/1411N F E SE?SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.9 FOR GLASS TYPES: 3)7/16"LAMI(3/16 HS-.090-SG-3/16 HS) PRovu9 r It�vlsEo 7 7/8"LAMI IG:3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS Iw1 raa7ce m Wo Fiotid9 Acceptance d 015-0914.1 9)7/8"LAMI IG:(3116"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) trntrorDato '?A>S TABLE 10: 'SG•=SENTRYGLAS9NTERLAYER BY KURARAY AMERICA,INC. B" d Design Preaw'0 W breb 1e N4idorra,AIIAwff fttpe f Ahm gide L T[I Wm23• +W.118" 2B• 31.92' 34• 40• 64• 60` 63" 87-113 LONG L Q utder23• +86.130 +86.130 +96-130 +901.130 +96.130 +881-130 +96-130 +801-130 +BOP-130 +W-130 SHORT BIDE � SIDE W 26.18/18• +86.130 +96-130 +86.130 +86.130 +86.130 +86-130 +Bp1-130 +86.130 +86-130 +9d-f30 83• +90'-130 +86.130 +96-130 +86.130 +86-130 +86-130 +86.130 +90!-130 +86.130 +86.130 J 87-11Y +86.130 +86-130 +86-130 486.130 +86-130 +W 130 +801-130 -OW-130 +86-130 +96-130 } 4.,".. LONG -4 I SHORT N LL 72' +96-130 686.130 +86-130 +801--130 +86.130 +96-130 +86-130 686.130 +BO'-130 I SIDE -�'I g = W h 78" 486-130 +86-130 +86-130 +96.130 496.130 +96-130 +86-130 4901.130 1)SEE SHEETS 1.A&S FOR Wtt4DOW ANt210R F- J 86• 496-130 +86-130 +86-130 +86-130 +96.130 +86.130 +B01-130 S. W I r Q 114• +86-130 +SLY430 +BD-130 +801-130 +86-130 +80'-130 LOCATIONS AND IONSQUAMAY B 131• 496.130 +86-130 +96.130 +801-130 +86-130 O TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY Ur � J R 148" 486130 486-130 +96-130 +86.130 ORHORIZONTALLYASSHOWN. o e U LLLFFFIII"'JJJ"' D •� TABLE 1t: Q 0 y )y • ••• • Deelgn Preaeve(pbn kr Window Adea0ad t6"FrerreAeeam61y Tu0a Z O +�O ••••• • • • m••k0•A" W Cl win"01 • under 23• 261&18• 2B" 881-92• • 34• 40• 6/• er o3' �•- �p-p •••• C6otQ Bmup r_,:Omt�{• A��Dor__ AmAor 84rouP Anchor O+pp AnoMrOroup Anatpr tga"p � • All >0 AI AOS ACBD B A B 080 A B C84 A B C D A 8 C D '• 0 0�D h Z 8+4.23• 4=40 i 470140 I +76.80 QW-9D4 A +76.01 OW-W.0 +78147.7 414&7 +70140 046 W4XL9 +76.90 +.08,8 0.46. +7641.7 OW-90 +4&7 #143.6 +M40.7 W 1 1 K+7mla 47090 s + +70140 +7640 4781.77.7 4764q +7640 +4T.8 +70Fo0 +7640 041.8 +76-81.2 +76.90 +7640 4148.3 +7697.3 OW-W +701-0 VSJ 7640 + - .090 +7640 +76-BO +7640 .+7W-80 476.90 +7040 +7640 +rod0 +m40 +76.90 +7W-80 .7640 +7W40 .764:.8 .7640 +7640 W es-11Y +70!40 +7640 +6.90 . 40 +7640 +76-90 +76.80 +7W-W +76.90 +7W40 47W-90 +7090 +78140 47040 .70-90 +7090 +7640 +764&1 +70140 +7W40 � 6 fry 0 •781.90 0701-90 +70t•88 OW-9D +7W90 .701-W +781.90 +7640 67040 +7040 +781410 +781.90 +70!40 +7W-9D +7-90 +7090 +7040 +76.80 +090 +7090 �i Q. 76' +70 701.90 +IN40 +70.480 .7640 +7090 +7080 +7090 470140 +7040 +7W4D +76-90 4701-90 +70.80 +7W40 +7090 > Q " 7W90 +7W-90 ♦7-90 +7W41D +7090 +70.90 470140 +7090114-• s -90 +701.0 + +7W40 47W40 +7090 47041DX O ,55134' +1640 +70140 4709% +7w-w +70.80 +7040 " J Q C(J," • +70140 w 4p w F-90 400" 4.0•BO a: 1)TME WINDOW$WIDTH48ND HWW MAYBE&WERT" •••••• ONWN "� • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE �i n 0 FIGURE OR VERTICAL FRAME ASSEMBLY TUBE z m a WINDOW FRAME SEE SHEETS 1,46 Sw Z rn 1, FRAME SEE SHEETS 1,4&b FOR - -ASSEMBLY 0 0 0 1 MAX /-ASSEMBLY WINDOW ANCHOR DIMENSION 7 FOR WINDOW ANCHOR a z TUBE 'B' LOCATIONS AND nz 0 WINDOW QUANTITIES.LOCATIONS AND E SHEET T t0.MAX 3 FOR NY A SEE SHEET u 3 FOR ANY ADDITIONAL T 3 FOR ANY ADDITIONAL DIMENSION ANCHORS REQUIRED "A. OR THEFRAME ED FORTHEFRAMEADDITIONAL ASSEMBLY TUBE. `\��N,��,YNN -�WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR DIMENSION ANCHOR --�DIMENSION�- (4),IF REQ. ``\��•'JCENSg . 'Q'(% (4).IF REO. •p• �• �O••.• g'SA s pt AlL)NNMbh:E}t P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.EBSBT08 FOR GLASS TYPES: 4)7/8"LAMI.IG:(1/8"AN-7116"AIR-118"AN-.090"PVB-1/8"AN) PRODUCT RBVISED •PVB"=SUTA INTERLAYER BY KURARAY AMERICA,INC. as Idws pdwith the Florida BuildiI,,"N 15.Og{�I• AOceptaluY+No TABLE 12: Date Oeftn Pme•e V4 k1 Sfr4b Wh*M AD AtGha mWs BB;� ❑ shat SWe Mkm rnalaa under=70 26.1011 27.Y4• 831/2 �' 4P 46W-7 60.7 tW- � SHORT � LONG uneer23 ,601-m ♦ -m ,BN-m +0.70 ♦8O�T0 ,80V-m ,BM-m ♦ -m ,8d-m ♦86'-m 910E 26.16118' +8-•70 +SW7O +801.70 +SW70 +80!•70 +BW TO +eW7 4eW70 ,60!•7 ♦W 70 SIDE � Q 3r +8y-7O ♦801-m ♦801.7 +8p-m 4"" 484.70 +801-m 460.70 +607-10 46W T +60'•70 +64-m ♦80t-7 +=70 48M-70 4W 70 +601.70 +BN-70 +84.89.8 O W82O } I- LONG -� I SHORT = +64.70 +801- ,8-•TO +601-70 *W TO +8W70 48W-70 +W 70 ♦80164.9 { t� SIS '""�-I S� � (� LL 63116' +eW7O +801.70 +801.70 +601-70 +64.70 +6-70 48W-70 +SVIK3 N 88• ♦6470 +801-70 +e0&-m +610.70 +64-70 +60169.6 +6-64.9 1)SEE SHEETS 1,4&6 FOR WINDOW ANCHOR W P. +eW7D +601.70 +8W70 +801.70 +0.7O 46W6z.e LOCATIONSAND QUANTITIES. _ ti 78' +84.70 team +BW-70 60. 0.67 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY F'- t R Q 84• +64-70 +60&70 4601.0 u•�.e OR HORIZONTALLY AS SHOWN. J v, G E Q $� TABLE 13: d = �] A DeelgllAeeeualpalJtarNBndoae AOeeheO EoeFaOna Aeaembty Tube 0 LL Z •.O • • WlndosObn•mkn'A' uMa2Y W W16• 273!4' 03317A4' 40-VV aim 6s Sr3r • or W Q O •••• � Aeohor � •nM&OW etw Amba GmW Ambw GMW Anolwr Way Ambo Qu* Anokay 04 a GaQ e- u, z AS Al AI AO A,CBD B A B O6D A B C8D A B CAD A B C&D Q W ,�• (� unda2r +8W70 +8W70 +80110 •+BOM70 01-70 +8017 ,00162.8 + 70 080.0 +801-70 +8018&1 +041.6 +801-TO +Swm5 ♦147.4 +8-70 +f36.7 +843.8 +eWm t•[7 18118- +601.70 +sa70 +Sam 640 O •fol-To +80.70 +60170 +SW44.4 +8W-7 +8W40 W-Sas +8-•70 +60170 0.63.0 ♦801-70 +911-70 +1+4.3 4840 464-70 xc yO 00 z +W70 4W +8-70 +='M +601.70 MW70 -W 70 +8W?0 +80170 -W70 +6W70 +80170 +W10 +W78 ~0 +SN70 +BW7O +WM6 +8W70 S c5 (n W +801-70 +80170 BWm +BWm +6470 +8W.70 +OW-10 +dWTo +8W-0 +60141.7 +80170 48489.8 +0181.9 40W49.8 +8-629 0.67 ♦0782.0 co rte, **W +eW-70 OW-70 4am sW7O +Salo +64.7 +SW70 40167.8 +60&70 ♦eW-7O +BW41.7 +6W-70 •6W44.9 +!884 ,0144.9 W W wIffMN +8W7o +Barn +801-70 +SN-70 +60170 +8470 +8W70 +6W-m +80&70 +6W�.3 +0.87.4 +BW-89.3 � (n a (n 70 +W40 4001179 460110 +80189.8 +80169.8 ♦80164.9 +fi-64.9 .6-764.9 0 -7801-m +801 7 +80162.9 4 Z•70 +804.70 +/ 'J •t', 3 Q 1)THE WINDOW8 WIDTH AND HEIGHT MAY BE B4VE•TEO. g n 0& m X •F U 0000•• •• • 09000• • • • • •99••• • • • �� a a 999.9• ® oN�N � • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME w o U O] 10" FRAME SEE SHEETS 1,4&6 OR WINDOW ASSEMBLY SEE SHEETS 1,4&b w p o 0 MAX I ASSEMBLY WINDOW ANCHOR LOCATIONS AND ET DIMENSION TUBE FOR WINDOW ANCHOR I TUBE LOCATIONS AND QUANTITIES.SEE T�• WINDOW QUANTITIES.SEE SHEET I 10"MAX 3 FOR ANY ADDITIONAL U DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED ANCHORS RED FOR THE FRAME OR THEFRAMEADDITIONAL ASSEMBLY TUBE. �t�YNN1A9/(�� WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR O F DIMENSION� iA4t�+ O.CHOR --�DIMENSION�"'-- L4),IF REO.IF �'Z',. \GFNSJ;•'•.'P*�' it No.587O5 .O'• �f�U�l� �1� STATCOF ` SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS 10 —� 3.548' --11.124- ASSEMBLY -11.124-ASSEMBLY DETAILS NOK 125- 2'701' O.43T ' .osr 2.7184' .093• 4 1 FRAME HEAD, 71 FRAME O SILL&JAMB ASSEMBLY TUBE #7005,8063-T6 #7004,8083-T6 6 - 1358' • .040' � �+- 2203" .093- •••••• • •• • AS REQUIRED �1 T� �1• TT� ••• • •••• ,0 • 2 PER LE 3. SHEET 4ow J .ow hal I • 1 EVIOR; • 0410••• • 3 INST,HOLE COVER 2 ANCHOR PLATE 70 ADDON FLANGE ••••• •• •• •• 0) #7007,6063-T8 #7071,6063-T8 #'134,6083-T6 4141•• • 4141•••• • f ••••i • • 4141•• • • • TAFiir•18t 4141•••• • • • B•t3 Doecdp8on Met 9 700E Main Frame Head Sill&Jambs 6093-TS Ate• •••••• • • 060' .708' • • • 71 ArtchorPlate 8083T18Alum. —'►11 •• • 3007007 Installation Hole Cover 808378 AlDOW un. {� •••••• • 10 Frame Comer Ke Steel .865' II if .865' .870' , • • • 6 7078 Frame Gasket VI*Foam L4 l I • 30 7055 fixed Frame Hole PI PVC � J •SSS' 31 DuraSeal Soacer BEAD B BEAD C BEAD D 32 1713 Settln Block S/32"x 3 16"XII-11V EPDM 35 36 37 33 1714 Setts Block S 3rx 2-716ex 1. 4" EPDM #7038,80831'8 #7042,80831'6 #7059,80831'8 35 7036 Bead B 8083T8 Alum. PRODUCT REVISED 36 7052 Bead SW3•TSAIun. aewnplyingwith tt f1mida 37 7059 Bead Huiidtag Cado 808x PVC 0 Acceptm=16-0919-l5 38 1224 Vin IButbWs Thlek FTmtPVC70 ltr� Revised By. Dote. Reveion a �wn�e Ig 39 1225 Vln I Bulb Wst Thin Flex PVC 70 ��ONy LYNN� ''�yi BY �// 50 Dow 899SiltoonBeckbeddln ` 70 134 Add on Fla ��•' \'10ENSF'•<<FF'�i Revised By: Data: ReKse.a- P`ateet 8083T6 Alum. `2:' 71 7005 Casement Frame AssV Tube 6083-TSAlu. = �r: h1o.50705J?nf . LM 5/15/15 NO CHANGE THIS SHEET 86 Ne X 1-1/2"Quad Pn SMS Stainless Steel S►eMeas 8teet Oroaa By, ® Descriptmn 90 g12x1"Ph.Pn.TEK SiainleaaSteel =-q ,� �o C D__ BOM AND EXTRUSIONS J ROSOWSKI �A?T T TE O Fi•. \V 1 70VTECHNOLOG342RIVE BDe: fie' �r ••.F<ORIOa.•' ��; P.O. Box 1529 75 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 ss/DN��Ee��:`� NOKOMIS,FL 34274 Se,;��B�or. scam: Sheet: Orovrrng wo. Rev: 681 wR•P.E CERT. OF AUTH. 829295 CA-740 NTS 11 OF 11 MD-CA740F-LM A MiAMFDiADE MIAMI DADE COUNTY D E C 2 g 2015 PRODUCT CONTROL SECTION 11905 SW 26 Street;R6=209 DEPARTMENT OF REGULATORY AND ECONOMIC RE SO MER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.gov/econarky 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"FD-101"Aluminum French Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT:Drawing No.11005-1 Rev E,titled"Alum. French Door&Sidelites,Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries, 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 Se ion. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item 422)for OX,XO,XXO,OXX,OXO and OXXO. The lower design pressure from X,XX door or 0(sidelite) shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. %4"Elco Ultracon(former Tapcon)to be 4"OC into Cone.and 6"into CMU{jambs). 4. Unlisted missing items#68,69,75-89 and 100-102 in Bill of Material are not part of approvals 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after-the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any pardon of the NOA is displayed,then it shall be done in its entirety. • INSPECTION.,A copy of this entire NOA•.%1s1k62:Argy t j4 *or by the manufacturer or its distributors acid shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0516.02 and consists of this 1 and evidence pages E-1,as well as approval document mentioned above. . ... .. . ... ... • •• • • The submitted documentation was reviewed by*haV.;Cbatid%,�.jr. ;, ••• • • • • NOA No,15-0528.24 M"M �,UWT1I ••' ••• Expiration Date: October 18,2017 • •" • • • Approval Date: July 23,2015 :0 0: : : ... . Page: . .. 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 11005-1 Rev E,titled"Alum.French Door&Sidelites, Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. D. TESTS(Submitted under files# 12-0516.02/#11-1013.22) 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL- 6864, dated 04/02/12,signed and sealed by Marlin D.Brinson,P.E. 2) Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTL-5212, dated 05/05/2007,signed and sealed by Carlos S. Rionda,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214(5tb Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTM E-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.L.DuPont DeNemours &Co., Inc.for their "DuPont Butacite@ PVB Interlayer", expiring on 12/11/2016. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex(clear& color) interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h edition)and letter of no financial interest, a� prepared by PGT,dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER •• • . .. . . . . ... . 1. This NOA revises NOA-#R12r9A1$,0d,,exph**k0 @ d1)/18/17. 2. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon,P.E. •• . . • • haq I.Chanda,P.E. . . . ••• . see . . . Product Control Examiner NOA No. 15-0528.24 ... • •• Expiration Date: October 18,2017 • Approval Date: July 23,2015 . . . . . r 1.. 0 00 . . . . . .. ..E . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 1.GLAZING OPTIONS: A.318"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM d6�(7 PLUS(1)LITE OF 3/18°HEAT STRENGTHENED GLASS. B.3/8'LAMI NOM.(A0-27)CONSISTING OF(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE M+ MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/18°LAMI NOM.(.465°)CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 311W HEAT STRENGTHENED GLASS. D.7116"LAMI NOM.(.485")CONSISTING OF(1)LITE OF 3116'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXACEEPSAFE 04 W MAXIMUM PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. E.13/16"LAMI IG NOM.(.8407)CONSISTING OF(1)LITE OF 3118'TEMPERED GLASS,114r AIRSPACE,(1)LITE OF 1/B°HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP N INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. TOPIC SHEET ] 0. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 Ir p .CONFIGURATIONS:X,O,XX,XO,OX, GLAZING DETAILS........... 1 XXO,OXX,OXO,AND OXXO. ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 U r SCREWS,THAI COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 m J REQUIREMEN $ taEETS 8 THROUGH 10. VERT.SECTIONS.............4 LL J W ,,8H_U 'ERS AR!NOT IIEQUIRED• •• PAARIZ.RTSS SECTIONS........... 6 UST...................... 8 d a {a U. T.INSTALLATICV SCREW.$'FRAF,IIE AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PC W O REFERENCES:*••••• EXTRUSIONS................... 6,7 N ••F7`Sf REPORTS PTL-490,5212 4 ANCHORAGE... ELCO ULTRACON NOA'S:;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM 840 RESIGN MANUAL.• •••••i 0 Z Q N '(�$QRODUCT LAS EJEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY H CANE Zp ). *00000 GLASS ABBREVIATIONS W Q _ Z • C URATIOIl9 WHWH CONWO/091GE LITE TO DOOR CONNECTION: AN.=ANNEALED 4 rs LOWER Q"IGVRESSUPf f gqM TABLE 1.OR 2.PREVAILS. HS.-HEAT-STRENGTHENED _a Z Lu • B.FULL LENG?H REINFORCEMENT(ITEI422 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPEREDr i Z r- 1.,SHT.:?REF"TO TABLE2 MT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q p .. 93 - 91 N ME r d • • 14,15 •••• • 04 Lu Z A= • • • • 30 30 90 � 73 1/2"GLASS BITE 73 112"GLASS BITE 74 1/2"GLASS BITE EXTERIOR EXTERIOR EXTERIOR O o a g4 a 94 a 118"AN.OR _ 3118•AN.#OR 1/4"AIRSPACE 3)16'HS. HS.GLASS HS.GL3/18"HS. 3118"HS. GLASS 090 PVB INTERLAYER dLASS 090 PVB INTERdLASS 3/16"�'GIASSPONT BUTACITE OR (DUPONT BUTAC ��` �..... ..•.NU118"HS.GLASSSAFLEX/KEEPSAFE SAFLEWK( (DUPONT BUTACITE) PVB ER \A MAXIMUM) 13116"NOM. d 3/8'NOM. _7116"NOM. c- w u GLASS STACK GLASS STACK TACK = �'• d m b a,� z k, IL 3/8"LAMI NOM. 7/16"LAMI NOM. 13/16"LAMI IG NOM. y2oy�, GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E,NOTE 1 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO NOTES: m�7 v (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(118"A,.080 PVB,3118"HS) by DOORS WITH GU488 TYPES A,B,C,D O E B.31W LAMI(118"HS,.080 PVB,311("HS) C.7/16"LAMI(3/1("A-090 PVB,3/16-HS) HEIGHT D.7/18-LAMI 3/16"HS,.090 PVB,3/16"HS) X WIDTH XX WIDTH e-79 3 " °-83 3/ " 87314' 1 913/4" 8°-95 314" E.13/18-LAMI IG 3118"TP,1/4"AIRSPACE,118'HS,. 5,14,15 3° 37 1/2" ° 71 3! +75.0 -75. +75.0 -75. +75.01-75,01+75.01-750 2.COMBINED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2. r lL MAX.OXIXO WIDTH - 731/2" U 01MDT SINGLE 81DE LITE8 8 TYPE A MAX.oxo WIDTH=1091/2" 4" +75.0 -75.0 +75.01-75.01+75.01-75.01+76. 5.0 MAX.XxO/OXX WIDTH=107 314" o pa 5,14 MAX.OXXO WIDTH=143 314" O 15 361/8" +75.0 -75.0 +75.01-75.01+71.41-71.41+67.61-67.6 +64.2 -64.2 3.SINGLE DOORS 33 518-WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" to 18 4" +75.0 -75.0 +74.91-74.91+70.41-70.41+66.61-66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O DT SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J • 75.0 y75. *75.01-75.01+7r3.01-75.01+76.01-7.5.01+7&01-75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-RADE COUNTY. to p co LL T�L+E+2. DESK*PRESSU S FOR COMBINED DOOR t SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: O � � N • APPROVED CONFIGURATI•N8:OX XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. co O •�Tli•E LOWER DP FOR THE MOR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A z o 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES REINFORC,I:MEI1*T�S NOT•I��QOI�2ED AT DOOR&SIDE LITE CONNECTION DESIGN PRESSURE=+67.61-67.6 PSF U c v �•:�� GLASS TYPES A,B,C,DORE W W '00000 .••. • • HEIGHT EX.B FROM TABLE 1. z a) W XIPIIBjH %4P DTH OXXO WITH GLASS TYPE A 79 °-83 3/4- 87 314" 913/*' 6°-95 3!4" 88"WIDE x 85"HIGH DOUBLE DOOR WITH 381/2"SIDE LITES } Zu- o25 3/2" 3/4" +58.6 +0.4 -55.4 +52.4 -52.4 +49.8 •49.8 +47.4 -47.4 DESIGN PRESSURE=+70.41-70.4 PSF � �NN = 0271/2" 3/M' 54.9 •54.9►•1551.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 X4.3 EX C FROM TABLE 2. W d A0 OXO WITH GLASS TYPE C••MI/2" +51.7 -31.7 +%8.8 -48.8 +46.1 -060 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE-+43.6/43.6 PSF m 28 31 1/2" 59 59 3/4" +49.0 49.0 +46.2 -46.2 +43.15 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX-D FROM TABLE 2. OXX351!2" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3l4I 314"WIDE DE x GLASSTH H GH DOUBLE DOOR WITH 26"SIDE LITES 3° 371/2" 60 713/*' +34.0 -34.0 +34.0 -34.01+34.0 -34.01+34.01-34.01+34.0 -34.0 DESIGN PRESSURE=+43.1143.1 PSF E2! o O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH 6 z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3!4" +75.0 -75.01+75.0 -75.0 +76.01-75.0 +75.0 -75.01+75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 � `�� SINGLE �� '� ��'••��%a SIDE LITE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 �"Lo 6' 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7144.7 +42.6 -42.6 ~ �w z 361/8" +35.21-35.21+35.2 -35.21+35.2 -35.2 +35.2 -35.21+34.41-344 36 3l4" +34.0 -34.0 +34.0 -34.01+34,01-34.0 +34.01-34.01+34.01- 731/2"MAX. -1091/2"MAX. 143314"MAX. �p��yt.6.dMNorIO• — " .; + SEE NOTE 3��36 " 36&4--1—3EE NOTE 3 �^f��3MAX. o z 'Zy MAX.MAX. MAXMAX. r�wauw omt? 49 49 41 49 52 N W " MAX ~ / (TYP.) a L o w1owool E Ef E E[ E E[ +E X 0 0 X AC . X INA 0 cn p •••• 06 0 •9EE NOTE 4 /X� • • SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W M OR//�� OXXO 41 •• ••----- ---••f •• Z O •••••• •••• •• •• 383/4" 15 Q 0 • • • • 7134"MAX. _ ••••• ��1/2"• ••• •• 24 9/18"MAX. MAY. U W N Z 335/8"MAX. ••i•: qX •• : A DLO MP) DLO(TYP.) G Z v ZO uj • • • r •••••• �. in F tL o • • • •. o g O:000* C14 u- • 1A • p• 95 314"00 0 � W W •• • • • MAX. m 84 3/8" 10 (TYP.) ® o I gm MAX. 84 31W DLO MAX. TYP. DLO �. (TYP.) DOORd$ DLO HEIGHT =HEIGHT-11 318" d Y 40° DLO WIDTH 7P =DOOR WIDTH-1215116" '� z (TyP')D1 J J ID CIL IC F; �F DLO WIDTH DW-DOOR WIDTH/2-115116- X INACT O SIDE LITE DLO HEIGHT=HEIGHT-113/8" DLO WIDTH -WIDTH-3118" �.� �c , .. .•�/�//'� A�X A XX 41 B�O NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 5,14 - 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. ` �^ 3.SIDE LITES OVERLAP'X AND XX DOORS BY 314"WHEN ASSEMBLED TO MAKE XO','OX,'OXO"XXO','OXXAND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 6.CLEAR OPENING FOR•X'AND'XX DOORS AS FOLLOWS: ('X DOORS=WIDTH-5.646) (')OX'DOOR=DOOR WIDTH/2 4.079) �S ' . ' �� feavi r e*D.Mww 3 ' y app{radar(Mt-�� 40 EXTERIOR INTERIOR { 1 MWip+'k• icaww cli 10 1 2 60 w 64 AT HEAD/JAMB 0 Q �—► 0 0 37 60 65 AT SILL/JAMB � � CLEAR-COLORED_ (6 is SEALANT EXTERIOR INTERIOR � 62 J N 0 : .". 63 z u) u :••s•: ••• • •• ® 1-- � O rn W Z Z • • • • 0 $ Z • ageless •••a • F- F- •else• 'eel' i • MAX. U w W • • MAX. MAX. SIDE 62 O= to ••••t •••• O DOOR DLO LITE Z V) w Of w i•••• • • HEIGHT HEIGHT }t U LL. C 0,M41 pe s000 .. a 000*09 •age• • • AL ® pN} V j��Am RIW R SL VIEW G-G Oa 30 61 CORNER ASSEMBLY ZVI 40 .ass O DOOR SECT.A-A SL SECT.B-B 13 VERTICAL VERTICAL %,y� """' ��,�� 4 49 w�eourr N boc MAX.'XXWIDTHLU 04 • • 52 • � g a �MAX.� �,Max.� a $ 9 Lh DLo 'XX'SECT.C-C DLO 31 w is 35 36 34 44 HORIZ. 46 45 5 32 20 o MAX.'X'WIDTH 0) LL. Z W 10 to w O Q' • • 0 O ••• •• Z • • Q W � �Z 2 W N U ••• •• • s • • • INTERIOR UO = Q Z .• • • Z m Z W ••• •• •• •• } to O LL •• • • • Q N • • �MAX.� N O LL. •••• • •••• DLO :. 46 21 ••� '••••• 'X'SECT. D-D exTEwoR , 5 HORIZ. •••••• •• • ••i••• 67 SPACING,SAME AS ® � N • • • • JAMB ANCHOR SPACING MAX,SL WIDTH— • ►1AX.SL WIDTY s— (SEE SHEETS 7,8 AND 9) I ---062 . ....�Ni `��'' 2v> I6 k+ SU, EE TABLES 1 AND 2 AND DLO M z z cry NOTES ON SHEETS 16 2 DLO' 22 FOR APPUCABIUTY �� $ 4'� a 66 62 SL SECT.E-E 62 SL SECT. F-F ; moo.• HORIZ.(DOOR WI SIDE LITE) HORIZ.(SINGLE SIDE LITE) o�,.� ITEM DWG# PGT# DESCRIPTION ITEM DWO# PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 9200 6920D SIDELITE HEADER wtooucsr w ns�w 2 1010 SQ300 WSTP.,Q-LON.190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 916B 60381 SIDELITE JAMB t+► '• , 4 955 7955X FLUSHBOLT STRIKEPLATE 83 1166 781PQA #8 X 1.000 QUAD PN.SMS ` 5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING 070998) 8 968 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 66 999 7999 SILL GASKETS(STOCKING#70999) 7 7832X12FPXP #832 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 86 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB p7l #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) 712MK SETTIING BLOCK,3132"X 114°X 1"W/PSA,85+/-5 DURO. N W 10 952A 6533018 FILLER HEAD ADAPTER 71267K SETTINGBLOCK,1116"X 1/2'X 1"W/PSA,85+/-5 OURO.11 11000 611000M OUTSWING THRESHOLD4222A 84222 BEAD,7116" 12 1870 871870 WSTP,.350 RD FOAM FILL T SLOT AMSBURY#32011) 988 8988 BEAD,318" O CL 13 11004A 6110D4M OUTSWING THRESHOLD CHANNEL C VER 4087B 8408714 11001A 411001A ACEI L SPACE .085(INHOUSE INJEC110N MOLDED) 6DURAKI4 1/4'DURASEAL IG SPACER tY — o 15 111002A 1411W2A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) 91 1 ISTP248 BULB,THIN(USED IN EXTRUDED BEAD) W O 16 111003A 1411003A ACETAL 9PACER.140(INHOUSE INJECTION MOLDED) 92 988 104966 BEAD,INTERIOR H r- 20 915D 60380 FRAME JAMB(OUTSWING) 93 1224 16TP247 BULB,THICK(USED IN EXTRUDED BEAD 65+/-1 DURO. J 21 1010 6Q300 WSTP.,Q-LON.190 X.376 HIGH 94 GLAZING SILICONE,DOW 899 OR 983 0 O 22 6608 68808M REINFORCEMENT,1.000 X2.750 X0.650,8081-T5 95 GLASS,3/8"LAMI-1/8"A,.90 PVB,3116'HS r- LL 23 1140 78X112PSATS #8 X 1.500 PH SQ A TIS 96 GLASS,3/8"LAMI-118'HS,.90 PVB,3118"HS W 0 24 048 71048 JAMB SCREW COVER CAP 97 GLASS,7/16'LAM[-3118"A,.90 PVB,3/16"HS W aOf d 10 25 930• 41721N STRIKE PLATE INSERT 98 GLASS,7/18'LAMI-3116'HS,.90 PVB,3/18'HS wO cn •••• 28 710X34 F 10 X.750 PH.FL SMS 99 GLASS,13116'LAMI IG-3118'TP, AIRSPACE,1/8'HS,.90 PVB,3118'HS 00 • • 27 7070 167070K • RULB WEATHERSTRIP.187 X.300 HIGH 1103 OFF-THE SHELF IDEAD BOLT LOCK Z •••••• 30 6910 • DOOR PANEL,TOP&BOTTOM RAIL O 2 Z • 31 911 8911 • • OR PANEL,SIDE RAIL •• 32 917 7FRM0 NGE EXTRUSION Z v7 N W ••••.• 33 71058E 10 X.625 PH.FL SMS .504�^ } O • 0:00 34 9*A •603781#••••TRUSS CLAMP U U •••i•• 35 flap •6TRODA••••6/16-18 THREADED ROD "�� 04 a • • 36 7990NU'T 16-18 FLANGED HEX NUT W D •••••• 37 914A 60379M WEATHERSTRIP CHANNELO OUTSWING THRESHOLD • • 36 7834E X.76 PH.FL TEK btnl u.,.,c CHANNEL COVER •••••• GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) 6063-T6 39 •70997••••• AS ® a • Gry 73'- N • 40 1023 ••IP924Cs ••WSTP.,.187 X.250 HIGH,FINSEAL �o„, boa m i4 • 41 928 41720 UDE BOLT ASSY.(INACTIVE PANEL ONLY) 42 1414 ••76X12FPAW #6 X.600 PH FL SMS TYPE BDS � 43 1 12 7P30GG SIL DDUST PLUG(INACTIVE PNL) Q c 44 9838 6983 DOOR PANELASTRAGAL 1(OUTSWING) 45 9846 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) i 48 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. 41707&41708) 48 1138 7634F #6 X.750 PH.FL SMS 1.000 49 982 FD2PTAY 2PT.LOCK ASSY. �` �,.•••• •• N/�% 50 6R180FS RUBBER SLEEVE .650--� 125 61 930 41721 STRIKE PL INSERT(INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL do o':Z ,A 53 1118 710X34PFA #10 X.750 PH FL SMS 6083 T5 a�r qq j•.�V O \jw K:Q a 54 957 70957X HANDLE STRIKE PLATE � z 66 1118 710X34PFA 1#10 X.750 PH FL.SMS �Y�o'• ��a I TABLE 3.X DOORS TABLE 4CXX DOOR TABLE 6.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.MO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX & XXO 1.1!4"ELCO TAPCON3 �px•°�(qw� PMrMs GLASS TYPES A,B,C.D,E GLASS TYPES A,8,C, ,E GLASS 7YPES A,S.C.0 E GLASS TYPES A.B,C,D,E GLASS TYPES A,B,C.O,E Ba1tlyQ�dt ANCHORTYPE ANCHOR TYPE ANCHOR TYPE ANCHORTYPE ANCHORTYPE " "� &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2.3.WOOD 1,2.® &SUBSTRATE 2.3,WOOD 1.2, &SUBSTRATE Z3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1.2,CONC 2.MA ELCO AN CRETE-FLEX P�pMtiw B�y�7 MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WDTHS LOAD ZONES m 3.#12 SCREWS(G5) "X'-26.50 'DO(-47.76 W W '0"-10.7 "k-25.50 '7C-25.50 TO 37.50 TO 71.76 ^ ^ TO 36.75 TO 37. TO 37.60 4.ENCIRCLED ANCHOR t� (" QUANTITIES IN TABLES 4 N W 3 °X>C-47.7 AND 7 PERTAIN TO THE ;2 ��P < - - < - a to < TO 71.75 �o j F- m r r m F F EXAMPLE ANCHORAGE SLIIDE TE LITE #-ilE SOLUTION ON SHEET 8. o Q WIDTH x Hr. x x x A ' 3 WIDTH x HT. , 'i '>f '�16 WIDTH x HT. 0 0 0 0 WIDTH x HT. o o x x o 0 x MOTH x Hr. o o X o o '� �p� c 26.60 x 79.76 5 2 7 4 2 3 47.75 x 79.75 4 3 8 4 2 3 10.76 x 78.75 4 1 4 1 10.75 x 79.76 4 2 4 2 10.76 x 78.75 4 2 4 2 83.75 5 2 7 4 2 3 83.78 6 4 7 4 2 3 83.7 4 1 4 1 83.78 4 2 4 2 83.75 4 2 4 2 W O� 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 $7.7 4 2 me 4 2 oK 87.75 4 2 4 2 W FJ 91.75 5 2 7 4 2 3 91.76 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 0 4 2 $ 91.75 4 2 4 2 Lu 98.78 6 2 7 4 2 3 95.75 6 4 7 4 2 3 86.75 4 1 4 1 85.7 4 2 ix 4 2 K 95.75 4 2 4 2 N �_ 27.50 x 78.76 8 2 7 4 2 3 51.75 x 79.76 6 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.76 x 79.76 4 2 4 2 12.76 x 79.75 4 2 4 2 T LL 83.78 5 2 7 4 2 3 83.76 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 `* 4 2 "t 83.76 4 2 4 2 06 0 87.76 5 7 2 3 87.76 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 87.75 4 2 m 4 2 , 0 -I Q' C) • 94.76 8 d• 2 5 • 0 81.76 6 4 7 4 2 3 91.75 4 2 4 2 91.7 4 2 F- 4 2 f4 91.75 4 2 4 2 ] Q Ff- ••••• 7 6 2 7 4 5 • • 7b 8 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 0 4 2 t=- Q ry00>L7$.78 6 3 88.78 x7%75 5 4 7 4 2 3 9.00 x 78. 4 2 4 2 19.00 x 78.75 4 3 a 4 2 � 19.00 x 79.75 4 3 Z • 83.7 5 2 8 4 2 3 • • 837 6 4 7 4 2 3 03.75 4 2 4 83.74 4 3 4 2 83.75 4 3 W 4 2 y�j 0= Z •• 87.76 8 2 8 4 2 5 ••••I-P76 6 4 7 4 2 3 87.76 4 2 4 2 87.76 4 3 4 2 87.75 4 3 4 2 Z Q •••00.75 8 •� 5 ••••X*76 6 4 7 4 3 6 81.75 4 2 4 2 91.76 4 3 4 2 91.75 4 3 4 2 z tq Q LL. ••••96.7 8 2 •� 4 4 5 ••••®8l7b 6 4 8 4 3 6 86.78 4 2 4 2 86.78 4 3 � 4 2 � 96.7 4 3 � 4 2 U � p 34.900>070,75 51219% 4 �¢ 3 6371 Ki9.76 6 6 8 4 2 3 21.78 x 79.75 4 2 4 2 21.78 x 79.75 4 3 4 2 21.78 x 79.78 4 3 4 2 N Z LL $x.76 6 8 5 ••••0-75 8 6 8 4 2 3 83.75 4 2 4 2 83.76 4 3 4 2 = 83.75 4 3 4 2 W Q 78 6 2 8 4 2 5 87.75 6 6 8 4 3 6 87.7 4 2 4 2 87.75 4 3 4 2 87.75 4 3 4 4 2 �f ••••�' 0000•• �Z GC C 011.75 6 2 0 4 2 5 • 91.76 6 6 8 4 3 6 91.75 5 2 4 2 91.7 6 3 a 4 2 M 91.75 6 3 0 4 2 0 10 0 0913.76 7 26 1 402 6 ****W.76 176 8 6 8 4 3 6 95.76 5 2 4 2 95.78 5 3 4 2 95.7 6 3 °' 4 2 'I ® v 3�.1<0 X79. 8 3 08 03 3 13.74*A*1%7 5 5 8 4 2 3 27.75 x 79.7 6 2 4 _2 27.76 x 79.7 6 3 4441111 4 2 27.75 x 79.76 6 3 m 4 2 A- •••"8.7 8 3 8 4 5 • 88!7 6 6 8 4 3 6 83.75 5 2 4 2 83.75 5 3 0 4 2 0 63.75 6 3 H 4 2 07.75 6 3 •8 4 5 87.75 6 6 B 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 87.76 6 3 4 2 2 91.75 7 3 10 4 3 6 91.76 6 5 8 4 3 5 81.78 6 2 4 2 91.75 6 3 4 3 81.78 6 3 4 3 ff Qp'• o 95.76 71311014131 5 95.7 7 8 1014 3 6 95.78 6 2 4 2 95.75 8 3 4 3 96.75 6 3 36.60 x 79.75 6 3 8 1413 5 87.76 x79.76 6 6 8 4 3 5 36.13 x 79.75 8 3 4 3 .13 x 79.75 6 4 F 4 3 36.13 x 79.76 8 4 4 3 83.7 8 3 8 4 3 5 83.76 8 5 8 4 3 5 83.76 8 3 4 3 83.75 8 4 4 3 p 83.78 6 4 4 3 87.78 8 3 8 4 3 6 87.75 8 8 6 4 3 6 87.78 7 3 4 3 87.75-7 b 4 3 87.75 7 5 4 3 4 \l�Tttttii�tt�� 91.76 7 3 10 4 3 6 91.75 7 8 10 4 3 6 91.75 7 3 4 3 91.75 7 5 p 4 3 g 91.75 7 5 p K 4 3 g `�� t a J�jv., 96.7 7 3 10 4 3 6 95.78 7 6 10 4 3 6 95.78 7 3 4 3 95.75 7 5 z� 4 3 Z 98.78 7 5 0 4 3 �` kQ• ��=a 37.80 x 79.78 6 3 8 4 3 6 1.7 9.7 6 5 8 4 36.75 x 79.78 6 3 4 3 .75 x 79.75 8 4 a 4 3 C 36.75 x 79.75 6 4 83.75 8 3 8 4 3 5 .7 8 5 9 4 B 83.76 6 3 4 3 83.78 8 4 4 3 m 83.7 8 4 4 3 _ z;y o; 87.75 7 3 10 4 3 6 87.75 8 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 7 5 3 4 3 �• 6 91.7 7 3 10 4 3 6 91.75 7 6 10 3 6 91.76 7 3 4 3 91.75 7 6 4 3 y 91.75 7 8 4 3 =2'• z G7 95.76 7 3 1014 3 6 95.75 7 6 10 4 3 5 95.75 7 3 4 3 96.75 7 5 4 3 O 85.76 7 S 4 3 %wig'• 'C`�:d 4.b'�•.....PC��\\�. 2X WOOD 13/4" 1 2X WOOD 3A KSI MIN.CONC. 13(4* 1314'MIN.E.D. DUCK,NOTE 2 3A KS I—M-IN E.D. MINE. NIN.E 1) I MIN.CONC. BUCK NOTE 2 iX WOOD BUCK NOTE 2 I 3/8TYPE 1lrr- 1318"TYPE 1 4- o -i*jyzLm_L-2-Y I I Wr TYPE 2 1XWOOD MIN. BUCK NOTE 2 1314'TYPE 2 afw 1 318"MIN. 114"MAX. 114"MAX. SHIM 1/4'MAX. 1/4MAX. SHIM WOOD SHIM SHIM CONC. ANCHOR CONC. EXT. OD EXT. ANCHOR, UJ EXT. TYPE 2 OR 3, ANCHOR. ANCHOR NOTE 1 NOTE I NOTE I TYPE 2 OR 3, DOOR HEAD(WOOD) DOOR HEAD(CONC) 1 1/4-TYPE I OR 2(CMU) NOTE I 43WTYPE I(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONIC) to 13/8* �314-TYPE 2(CONC) 1 MAX SHIM MIN. 114"MAX. -.1 1114'TYPE 1 OR 2(CMU) /4" SH _T 1/4'MAX.SHIMI, I 31f 1/4.MAX.XHIM I I 3/8^TYPE I(CONIC) t6 10 1 o I 1318"MIN. (CONC,314"MIN.E.D. 13(4'*TYPE 2 WOOD CONC. MIN.E.D. ANCHOR ANCHOR. LLI —c5- ON CONC sw NOTE 1 C) WIT, STAGGERED ANCHOR ix KSI MIN.CMU OR 0 CENTERS,- ON \—WOOD 3.4 KSI MIN.CONC. F10 STAGGERED TYPE ANCHOR, 3/4"MIN.E.D. 0 LLI 20113, • CENTERS, 1314"MIN.E.D. TYPE 0 oNOTE10 0 I v r4 a 1 20R3, 4 090940 -A 2X WOOD K 2 ODD EXT- NOTE w Z z EXT.*e• 1X t=D BUCK, TTKSal MIN.CMU OR BUCK,NOTE 2 NOTE it BUCK&I*W*2o-o NOTE B IX WOOD BUCK EXT. W0 0 3A KSI MIN.CONC. 'DOOR JAIA(W0OD):.:,.:)OOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) 0 n a Z WOOD ANCHOR TYPE 2 CONC.ANCHOR Ulm LLI 0:00 *0 OR 3,NOTE I N I LL • HOR,TTfip§JN INILOTE 0 oe:** NC.ANCHOR,NOTE 1 IXWOOD EXT. 3: 4 0 08N. 00 6 0000 FXT. 0 0 It NOTE 3 11,C MAX 1/4°MAX. Lu z 0 6 114'MAX. To < see** SA10 SHIM —7110 0 00 EXT. BUCK NOTE 2 'ZSHIM • r . ................... ........... 1318"TYPE C4 13/81 MIN. 3/8 • 13/4' E2 3v TYPE i 3/4'TYPE 2 0:00 • 0 3.4 KSI MIN. C. .: . Ncl 000006 13/4" CON t'X 3.4 KSI MIN.CONIC. WO(913 BUM NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 13/4' �q DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN. E.D. SIDE LITE SILL(CONC) NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114"TAPCONS EMBEDDED 1 3fg*MIN.(TYPE i)OR 1W SM CRETE-FLEX EMBEDDED 1314-MIN.(TYPE 2).D MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314". FOR WOOD INSTALLATIONS USE ..t 11 ....... #12 SCREWS,G5(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 31W MIN.(TYPE 2). AE 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN I 1/2-THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS IL DEPICTED AS 2x ARE 1 1W THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 4f., Al AUTHORITY HAVING JURISDICTION(AHJ). 32� 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) o' MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DEC q Z MIAMI•DADE MiANADECOUNW,FLORMA 4 u DPRODUCT CONTROL SECTION DEPARTMENT Or 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 (NOM www.miamidagLgov/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 ERProduct 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 fTGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300311, titled"Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this.aantk;o.NOA shall.be prAvided to the user by the manufacturer or its distributors and shall be available for irLspegti;n;it1 he4blite at the request of the Building Official. This NOA revises NOA No. 13;QS1�.Q5 apo egtfsi1ts�ot j'Ins page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed bey Jaime D. Gascon,P.E. . •.• . •.• .•. ..• . •. 00 • .• • •• NOA No. 14-1105DI M#AMI•WCOUNTY #�S i-r�. Expiration Date: May 26,2016 iuff$ ' ..-r • •.. Apprava1 Date: February 12,2015 Pagel • • . ... . • • . • . . . . . . 00 66 0 • • •• •• PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under-previous NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,scaled and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 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 previous 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 Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5tb Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued bqy.Pradupt.Coutrq to P"T Industries, Inc., dated 08/06/14, signed by Jaime D. Gasco;,P. E;P a?uct U�k:Section Supervisor. .. ... •. . . . i. •0 •.. •. ... •.. •.• H aime D.Gasco ,Y.E. • Product Control Section Supervisor : : o 0 ' ' NOA No.14-1145.01 . .. Goo . . . . .. Expiration Date: May 26,2016 Approval bate: February 12,2015 ... • • • • 0 .19—1 • • • • • • • • • • • r T PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTOMED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. .. ... . . . . . .. ... .. ... ... ... Jaime D.Gascon,P.E. Product Control Section Supervisor .. 00 NOA No. 14-1105.01 00 . .. . . . . . . .. Expiration Date: May 26,2016 Approval Date: February 12,2015 ... . . . . •V10,.- 2 . . . . . . . . . . . .. .. . . . •• •• ... . . . ... . . SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W 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 OR 2X WOOD BUCKS IF USED, GENERAL NOTES......_...».».._.__1 � MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. =TRUCTIONs......__--•-•--•-•i d 6 FIGURE 1: ELEVATIONS......_««.»...»..»»•......1 MULTIPLE FOPFNING WIDTH FORVERTICALKAL ARCHES TC BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO 2X WOOD'-».----_2 �YMULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION(LIPS,BUT SPINEL MULL 701X&MASONRY__2 SEE DETAO S INSTALLATION NOTES».................2 RECrANoutAR NOT HAVE A GAP OF MORE THAN V4•FROM THE CUP. MULL TO MASONRY------------3 A-DASHEETS 23 SHAPE MULL TO STEEL STUD-._._._.._.3 N _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL».»_».» DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS....__._._......_3 N ALTERNATATE CLIPS......„„_____4 Z N i / ♦ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 0 BAY MULL INSTALLATION.»»_»»»4 1 X 2 X.125 MULL SPECS..»»......»6 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE i X 2 X.378 MULL SPECS-.»__._6 _ INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS..........? (Y N L iX2.76X.86MULL L ECS_...»6 W 0 SER DETAILS / I / III /V I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.660 MULL 8PEC3___.8 m �. ATHRU O: I I11 I 1 X 4 X.126 MULL SPECS........_._.10 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER A THRU Q; 1 X 4 X.376 TUBE MULL SPECS_11 d u+ Br1EETs23 j _ _ ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN - SHEETS 2a 1X4X.376'r MULL 8PEC9_...._11 ..1 / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. a Ilr 1.26 X 3.166X.206 IL SPECS._12 OPENING 1.26X928 X.100 MULL 3PEC8»._13 Z W� �• � vEkt. • •••• HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} 1.26 X 326 X.024 MULL SPECS_._14 • ••• • • FOR 1.26X3.84%.824 MULL SPEC3..._16 •••jFj+ HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS-----116 Z • • •• • SEE DETAIL E. 2 X 8 X.26 MULL SPECS._»»...»....17 ••••y� // BE ANCHORIN TE FOR UTO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED R OR CORROSION PRE RESISTANT ••••• / 9HEET3 128 X 2.11 X.125 MULL SPECS__18 {� e- • • • A3 APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Mr X 326 BAY MULL SPECS---19 • • • REACTIONS r • • ••••• 46°X 326 BAY MULI.SPECS»._....20 0 • MULLION&CLIP DR)MtONS___21-z3 I- � O ••••• •••• •• •• FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACOAUAGGRE-GATOR NOA'S;ANSUAFBPPA NOS FOR WOOD CONSTRUCTION; EXAMPLES 162..____._._.__.24 N PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES._._.......».......25 to • • • • BEOFANYTYPE. W Y •••• •• • ••••• MINT BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ••••• •••• : / i i I • •• SMANUFACTUREDT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH (~j e( 0 Q • _ I - PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a Z a •••••: • 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7- m� •• SEBIDNTAO.S • A•D,G,H.' •••••• •W �i{TAL ••••HNNS 24 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING • LoM�i WIDTH(HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA • • • • HMi[ONTAL •••••• • • LE�THQ INSTRUCTIONS: • • 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(L68/FP)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADINGR'IS OR`TRUWGULAR/TRAPEZOIDAL", ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PRODUCf RBYI.46D m campblm wilb 1bo Plaids LENGTH r f—oPErm+G WIDTH-1f—IIORQ r LL LENGTH y 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY 0.B9/FP)FROM TABLES to THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BuQdlug colt MULL THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HFJG14T(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE AoxpDmtcoNp OS.• No MULLION CAPACITY(LSSITTI)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN O T •CfttA..r.t OIr VII ePro naCafuot OR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILBS).THIS VALUE OPLNG LL RZ REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. T 11111 I I i ll HEIGHT LENGTH • %aL ¢ MULL 1Y LYMV I TH 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\\q\SO......... L L ANCHOR(SUBSTRATEANCiOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P? 1.iceiv •,�(F CAPACITY IS MIT. oPENINGwfl) No.58705 SINGLE MULLION SINGLE MULLION FOR VERTICJIL MULL ?)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE oPEMNo wwTH OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS O VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS "OT'• TEq� 1(/��.` FROM FIGURE 1 ABOVE 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION °<pR pA,.•' �� CAPACITY(LBSI n OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %ss ......... \C�� PRODUCT ASSEMBLY. �aNAL 9)HIGHLIG14T OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A LYNN NI1WELF1t,PA. FL P.E.#68705 DETAIL A: DETAIL B: � MULLION TO 2X WOOD BUCK ""AUON MULLION ATTACHED TO 1X BIICICSTRiP PYP'MTR ° OR WOOD FRAMING WOOD BUCK AND MASONRY AM SEMS SEE TABLES 18-108 Y d ATTACHMENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SYOTHERS. SEE NOTE 1. 4 N m MULLION SHEET 1. I I 11 a g I I 04 MIN2.TXSI EDGE O I SEE SHEETS b 1 EITHERTHE I I I 2 LOCATIONS 4 t I CONCRETE OR CMII SEE SEDISTANCE,ABlE9 _ BTANDARO ° a I ° ° I EDGE DISTANCE 18.1 4a. a N OFFSET ANLL o EOOE ® m o I 4 FOR MASONRY I1I < 29 CI.IPMAYBE i STANCE a ANCHORS 0 THIS 4 I I I F�EM °a ° i I SIDE VIEW Z to 260'MAX POR 4 ) a 0 a ALL'MIALIONS a e ERHERTHE o ° o ° STANOARDO U cC • • 0 4 o a OFFSET MULL Z a ° ° a e CLIP MAYBE S` Z • • ° e o INSTALLED BY •••••• • •4 " ° °, EXTERIOR a THIS MSTHOD. N • • •••••• • • ° 4 a EDGE 4 o DISTANCE4 o F' z p •••••• • • ° e ° 4 FOR ° ° ° m Ql 0 • MAS :of: • ° a MASONRY a •• •• •• •f• a a THE OFFSETCLIP ISANCHORS •••••• ••• •• ,.��!"" � e REFIN•FRMSEOF� ° o N 8 • • • • ATERIOR ° °o WINDows,eurear ° a S •••f• •• f 000000 ALSO ItE USED FOR • • OTHER FRAME TYPES. Q Z Q ••f•• •• • •f•• 4 Z • • • • • •••••• TYP.ANCHOt • • • •••••• TYP.ANCHOR PERSUBSTRATE. •••••• f PER SUBSTRATE. SEE TABLES 1B-168 f •• *Goo* TYP.ANCHOR SEE TABLES 18.188 • • • PER SUBSTRATE. • • •• SEE TABLES 1&168 O��D BUCKSTRB• Atm 0:00•• t— SEE TABLES ATTACFIAffNT i BUCICSTPoP 18-168 •• .• BY OTHERS, EWE ' ATTAAND CHMENT EMSE I SEE NOTE 1. SHEET 1. .a , BYOTHERS, •• i . • SEE NOTE 1, Y . •' SHEET 1. • MN 2.7KSI CONCRETE ORCMU hRODUCfREY19BD SIDE VIEW FRONT VIEW h-�:D nTw"v*hthvvIo B No FRONT VIEW INSTALLATION NOTES: 6 Product Contro 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��P`�ON4 6Y ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE F FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.58705 •7II'=_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. — 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C.SHEET 3 r ! ��,C�'• S7 S ,[Y' 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY M WA-RADE COUNTY APPROVED S -.OR{DA,.•'��`� ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. G. A'L'Y ll K' E. FL P.E.#58705 DETAIL E: ' 1zB rDN. MULLION TO MULLION DETAIL C: INTERSECTION NOTES:' MULLION DIRECTLY ATTACHED TO ^� MASONRY STRUCTURE SN O (U-CLIP) I MAY BE INSTALLED RV TEE'OR'CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS. n VAI 2)MAY BE INSTALLED HORIZONTALLY Y (SHOWN)OR VERTICALLY. ' I TYP.ANCHOR 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 N EITHERTHE I PER SUBSTRATE, $ m srANDaaDOR i i SFE TABLES 1e438TOP VIEW FOR CORRESPONDING MULLION. Z t7 N oFFSErLRnL CLD'MAY BE I 1 EDGE DISTANCE „-MULLION Q INSTALLEDBY IIT THIS METHOD 11 o ANCHORS Y VARIES-h--M J N e I #12STEELSCREW% �^ a SELF.DMLLING OR PREDRILL a A MULLION AND USE SFS w O MULLION Z EXTERIOR 4- 4 s O a • P is •EDGE DISTANCE 4 % RECOATHE�9IFSET EDFOR Z `” • • • • • ANCHOR a•MR MNSONRYe / FIN-FRAMED LINTF1tSECTION •••••• • • • ° WINDOWS,BUT MAY U." C,( O Z • • ALSO BE USED FOR *000 • • 8 e OTHER FRAME TYPES. EXTERIOR z <_ •••••• yy • •PERSUSSIRATST • 4 4 •• • BEE TABLE@ 64!•• Q TYP.ARMOR SEE SHEETS 211-23 FOR O C�- � ••••♦ PFJt SUBSTMTE. HOLE LOCATIONS g ••• • i•• A P SEE TABLES 18-139 FRONT VIEW EDGE 3 X ANCE • • ATTACHMENT SEM SrABEs may. •• a. •. ! i • SY OTHERS. 19.138 Z Q 3 • a� • • • SEE NOTE I, Q Q f•••L_ s� 'Q • EMBEDAM •• .� �••.' SHEET I. ; EDGE D' • • • e •••••• —'~SEE TABLES SIDE VIEW — a •••••• MM 1.7181 CONCRET=OR CMU• MIN 2.7 KSI CONCRETE OR CMU 1&138 • • • fRONT,I?'h••• SIDE VIEW DETAIL D: • • •• • •• MULLION ATTACHED TO • • • • STEELSTUD •••••• •••••i • • (STANDARD CLIP SHOWN) • • rT� INSTALLATION NOTES: sraucruRE 1)ANCHOR EMBTYP.ANCHOR EDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATF. SEE TABLES 18.138 RODUCTRBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. SEE SHEETS mocimplyingwlififtWorfila ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR w CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HO-EA�` `�^ FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCA71O S Do!. 3)ANCHOR HEAD TYPE MAY BE PANHFJiD,HEXHEAD OR FLATHEAD. `L`` MULLION j �� ® I^- •ie Ptoduct Comm 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® 1 I 1 I I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED L7 oTANCE ELOOULTRACONORELO01WS.S.AGGREGATOR MASONRY ANCHORS. FO R STEEL STUDS THINNER THAN SEE TABES4RCEHS FRONT VIEW 18 GA AND COMPLIANT WITH THE FL SUILOMO IB-13B . P:•• F '•.F� i COMA 2K WOOD BACKER MUST USE0. ATTACHMENT BY OTHFA& z N0.58705 T�'. EXTERIORUSE 4Y0ODAN�OR SIDE VIEW — �. Tk NOTES: 1)FOR 2XWOOD-BACKED STEEL STUDS,WOOD %O,�'•. ST f �I.S;• ANCHOR VALUES MAY BE USED. ��s'.°<OiIIOA, .'��• 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A.Ll`NN MILI��i P.E. FL REA 58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) ' SEE DETAILS A-E. M 30'OR 45° k�Y SHEETS 2 AND 3 POR INSTALLATION SAY R 4 TOSPECRCSUBSTRATES. N MULLION yam$ -ftt O O Oco Z e$f U) O O O O O O O O J W O O TOP VIEW 1=ry SIDE VIEW SHOWNWRH I'X4°X.12eI TOP VIEW I I (n fn L-r MULLION Z J I 1 I 1.ANCHOR O EXTERIOR •• i I I I I PER SUBSTRATE. • • • I I SEE TABLES 188 OR 188 Z TYPg � I I •• •: •• • SANCHOR RU4TIIfRD MUH-IOH cup , i PER SU88TRRATE. I ` EXTERIOR 7 Z MOAFlEO • TO iK FIELD I SEE TABLES i&148 ••• • • • • \`C.2NTIOH8. I I • i. • • i j I 1 , 2 PER _MULLION END.MUST BE 0 • • • •• I I 1 1 INSTALLEO INSIDE OF BAY MULL. t0 Q • ULLION I I m o • ; i 1 , CD S2 •e•••• @: •••••• �; , I rXVX.128• z Q $ ••••• •e.` •••• 11 I I ANGLE CUP, ~ • • i I I 2 PER MULLION END. Q — O O • • • ` • • I I 1 16WW REINSTALLED (� •••••• INSIDE or MLU-. g �.•fi •••••• •• • •••••• • •• �77yyPP•fd•IC}IOR • • eP1aR RATE. •••••• • • SEE 18.148 •••• TF.8rYa . • sT � EMEL,a.uM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIEDIN-ITELD. RIO ExrO gDOED•�ygt0li �' ®`� ® 0R01n IYI�DUCfRwIplthe"Orms pLC+ AuildtnQ X01 INTO WOOD,STEEL, ALIA.t CMU OR MASONRY 1 ry EDGE DISTANCE ('r 8 Pro w ontro PER ANCHOR `LLIil11T1/r� EDGE LTNIV DISTANCE F PERANgroR O NOTES FOR INSTALLATION OPTION G 8-t • � S NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION ENO.CLIPS MUST BE INSERTED INSIDE OF MULLION. No.58765 DETAIL G: 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11-X.125'MULUON. LOCATIONS.SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE 2)SEE TABLES IB-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 186 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE p�•, q7E 5 3)THE 2X5 CLIP IS NOT SUITABLE FOR TMS APPLICATION. LOCATIONS' �s'•F,LORIDP,.•'�� /ONAL Ep1�`� A.LYNN F4VILILER,P.E. FL P.E.#58705 TABLE 1A Mutpon Downy Table 011002 Opening Width(for vwI1c8*8pfar1tg nuft te) oning Height(fortatiwttaBy spardno nvA-) ~� Som OD in 70 In ab, 90ta twin 12010 140m too In RoeleOgNu Trwmem Raetmg w TrepR6M9. Rmta%uiar I'kelVrdmg. RedoolA r I Trapfi6m4. Radm9Uaf I 1tWRI-9. P2.149.1 rMeng. met-outer TIMM"' ReotaW" lksoulang• Reatalmd" Tmonfe"o. e: 1X2%.125 Loaft Loading Loaft L-ft Loaft L=ft Loaft Loaft Iaedn9 Leafingoadg Loaa4f Loafing Lacing loadGg t-oeAaB toaAng �Y Alum Tube Mutlbn �� o 42In 111.9 408 128.6 332 M2 108 116.6 328 789 408 107.8 321 69.9 408 104.4 Me 62.1 408 104.0 310 Me 40A 408101.0 319 98.8 408 104.0 318 30.0 408 tOS.O 319 486, 74.9 312 838 268 82.1 312 73.4 252 53.5 312 87.0 248 46.8 312 03.2 248 41.6 3t2 81.3 2440 244 3t2 312 619 244 29.8 312 01.0 244 23.4 312 61.060.828 fn 83.9 281 70.8 234 632 281 819 228 46.8 281 66.7 224 39.9 281 52.1 272 36.6 281 60.1 2203 219 20.8 281 49.3 219 228 281 48.3 218 20.0 261 49.3 219 lL O O 5460 62.0 247 87.5 207 43.9 247 499 202 37.8 247 44.8 199 32.9 247 41.0 IN 20.2 247 39.4 194 26.3 247 38.4 193 2t.9 247 38.1 193 10.6 247 38.1 193 10.4 20 38.1 103 t0 O N 6980 38.4 200 41.2 170 320 200 35.4 108 27.4 200 31.6 103 24.0 200 28.0 160 21.3 200 27.1 169 192 200 26.9 1ST 18.0 200 26.0 16s 03 tg 33.1 tat 36.3 166 27.6 tat 30.3 152 23.7 181 28.9 149 20.7 181 24.5 140 18.4 191 228 144 18.9 191 213 143 66In 28.8 /8• 3R0 to 24.0 165 28.1 138 20.8 165 23.1 138 18.0 185 219 134 Z U • 40T♦ti� 222 139 3 120 10.8 38 �.� 118 16.8 139 17.6 118 N • 781n 189 1 1.7 *a • •�1R' 17.6 118 182 7« • � Q N O T &1B • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: A9ahorGo ao Table be (ANCHOR CAP.,„,, N • • 23k comrete 360 omw HdoxcMu FOedCdiU PT WaOd Ateroi (DR)X`MIA.LION MAP::-) ANCHOR CAP.m vWy < ••••• •• • AnalAt�: ow Eloo w m m VVMN tmmea0 &I8•Eko 9718'Eleo UltrmaO i7P Eko N6mm 174.888m MW Elco 1d'98 Eine 91091881 ®128tm1 024Reei N X `1 Y • tgbmon AggmWor Uatmm Aggmeator 8mes cost sores(cm acres ies) USE THIS FORMULA TO OBTAIN THE ANCHOR TT IN • �ojCUp Pattem0• N Edge Otetefto0pa): •r aur r 2-Ire 3478• r 2-Im r 2.1m r 3.1w r 0.4r 094• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN F-• X • • ACTUAL PRESSURE REQUIREMENT FOR THE U r O O Em On f 1474• 14W 0.314• r 1.14• INC I.0v t-14• t-IA* 1.174• r 0310' 1478' isles Q 0 090gh0a�4.78'NbL 0..78 of oltaa qiy aq 390 On 450 ma 8901 18441ba 2701be 280 are 354 ft 740030 374160 664 Na 948 am 341 rm 492168 5rtbs OPENING,WHEN IT IS LOWER THAN THE MULLION d (� 4Amhbm 1.16.60n.o a f Owdm4(orolteeq c me 798Ibs WA WA WA WA 360169 WA WA WA WA WA 6821bs 885 ns 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtam®r69n.o.ar{2124apagta Ct�7(Rgjk 780 ko 780 Ws 880 an t68090e 189a @s tK01bs 6eoma WA 7009rs 7481bs E80 m8 1092 Ms 682 Ms 885Ns 1t20®a MULLION.IT WILL.YIELD A MINIMUM ANCHOR a � 0.46•NICO.. 4xiy. .125•AWm�442.• O0% WA WA WA WA WA WA WA WA WA WA WA WA WA 7f61ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 /Frey p 1p.sk 105 0s t9600e 225 aw 44s ba 822 am tas are too Iba ttr 6s 370Iba tel ne 332 ros 4T31De 170Ibs 22t Ibs IN roa ADOMONAL ANCHOR OPTIONS FROM THE 0 2AMbom@1.16 O.Cl F4YIKnRm 350 On WA WA WA WA iB01ba WA WA WA WA WA 341 ros 442 ars 680iha ANCHOR CAPACITY TABLE. R!f0WHE OFFSET CLIP,LASE THE SAID C R PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0.0.40• FIGURE 1: FIGURE 2: TABLE NOTES: DUCT RUVARD . . • • ascmdpbinBw11h19aP1elids 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Bu@d198 Cbd9 J V� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000 �+ P�1Op N0 Dn6 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 'had.Pr act Centro} 3)MULLION AND MULLION CLAS 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. 2.000• `t I41 I I f I f- I77 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�� % ,E ANGLE CIDP MUST BE USED IN PAIRS. �' 4)SUBSTRATES:CONCRETE SH/U.L CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW GROUT-FILLED '1� 1 �Y��.•' .10EN SF 4040<<F,Q' FIGURE 4: FIGURES: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SWILL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 43003.75 AND BEA MINIMUM OF.126' No.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2•X.126'MULLION LEAST.126"THIP(AND A30.ALL ANCHORS INTO METAL SWLLL EXTEND AT LEAST 3 SCREW THREADS BEYOND C[. �� • THE MATERIAL#10&812 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. =x) -lip f s sfATE ii� �<ORIDN A.LYNUIUILL�R,P.E. FL P.E.#68705 TABLE 2A pq Mullion Capacity Table elft'" Opening Width(forletddcaty-spam'ngmftmw)orOpenM9H9tght(lorfaAaoMe*BpazWngmWam) �tL�^4dC�1 LL so In BO In 701n BOM 80M tOOM 110M 140M 'LEON a1�m$61 O Reelengular TmpTdeRq. Reoterguie/ Trap7dmg. R¢4teng7lar TreprTdang. Reotelgulm TMprrdang. Reeten•dm Tiepfrdmg. Reoterguier Tlapfrderg. Reotmgr9m TmNrderg. Reotangtdar T1apRdenB. Reotanguiar Treoaft g Cr( 1 x2x.375 Loedbg Loadbg Loadng Loadbg Loadbg Looft Loading Loadbp Loading Loading Loadbg Lwft Loaft Lommg Loamv Lwft Loadbv Loadig SY ZYit Altim.Tub VAIU1011 I I I a 1 11 11 h Ill I a I I a I I 1 11 1 11 1 h I I�F 1 00 42 In MO 920 170.0 435 161.3 67L 1740 478 128.7 BB2 17x0 508 1165 852 189.6 618 we 682 1868 517 90.8 662 teas 617 78.7 e82 teas 517 84.9 682 1868 617 66.7 682 18&9 517 � Il1 48M 121.8 607 198.0 419 101.4 6W 1182 410 Bae S7 108.7 403 7&O 507 102.8 399 87.8 007 98.6 387 808 807 98.0Wfl . 07 89.0 398 43.4 607 88.0 398 3&0 507 88.0 399 = W 00.826 in 1037 466 114.6 379 88.4 458 We- 371 74.1 468 90.6 384 84.8 468 846 380 67.6 466 81.3 387 61.8 458 Me56 90.0 356 37.0 465 SMO 368 324 468 60.0 358 84 M 86.4 400 93.3 338 71.2 400 80.9 328 81.0 400 727 322 53.4 400 67.3 318 47.8 400 84.1 315 427 400 62300 91.8 313 30.5 400 81.9 313 25.7 A00 61.8 313 m S O BOM 623 324 68.9 278 51.8 324 57.6 270 445 324 01.2 284 38.9 324 460 28D 34.6 324 43.9 257 31.1 324 42024 40.5 253 222 304 4&6 263 18.5 324 40.8 153 417 83M 83.8 280 87.4 %2 40.8 284 4&2 248 38.4 284 438 241 339 294 3&8 297 269 284 97.1 234 2&e 280 3&286 33.6 7.0 19.2 284 334 23O 18.8 284 33468 M 4&8 268 4V 39.0 268 424 226 334 288 37.6 221 29.2 268 341 218 28.0 288 31.6 216 2&4 288 28.8288 28.0 210 18.7 268 27.7 209 14S 289 27.7 209 Z • M 36.0 226 4M 4% 30.0 AS 191 2&7 228 2&4 188 226 226 2&6 186 2D.0 226 23.6 102 1&0 226 221 180 1&0 228 20.3 177 129 T2s 1&B 178 11.3 226 168 178 uJU { • mm 9D.e 202 32.0 17j 26.5 1079 27.2 •173 21.9 202 23.8 170 19.2 212 21.6 107 120 202 18.7 100 15.3 202 1&4 163 128 202 t&7 180 10.9 202 %9 158 8.8 202 %8 168 • 1 163 182 238 92 26.1 165 2&2 192 220 182 V.r 192 1&7 109 tfl7 182 1&1 167 14.2 182 18.8 166 11.8 172 1&2 162 1&1 192 14.4 150 8.8 192 14.1 150 r F80M 10.8 144 19.0 128 1fl4 !4 8.1 •118 . 16.2 127 1&6 113 'C •• •• •• N M ANCHOR CAPACITY ADJUSTMENT FORMULA: W TABLE 26• •••• 0 000000 Anchorca a Table a ANCHOR CAP., ,,,,,. _ Of C4 � � ( ANCHOR CAP.„, 8lsetaua z.7k Cerrolete 9.6k Com. 1bDBx Caa1 FUMCMU PT Wood Mew )X`MULLION X Q O 0 00;00 00gltg-E(oo 1/4`89 Eioo 9t16•Ebo 1/4'88 Ebo B108tea1 B128feei 0128ted • AnOh0llcllp Patteme• •• Awhoffor 311SEIeo llm5oon tfr Ebo ultreoon 31ty Fico um aeon fa`Elco u9�on r Uibaoon AggreQalm Illhecall Agfattetot 9nraw Kte)eolew(c16) 8a1ew036) USE THIS FORMULA TO OBTAIN THE' •••••• Eo"Dtllmroe W.k240ft 2-Nr 1• 2-11r 3•ire` r 2.717 1• 2.112• 7 3.1x5` r 0.48` 069' 0.324` CAPACITY REQUIRED'CORRESPOND2VG TO AN OQ110 • • • Em6aM 5M 1.314• 1-v4` 14x4• r 1-tw 1.11c 1-1f4` 1-N4` 1-tlr t-tlr r 1916 tare lmrea ACTUAL PRESSURE REQUIREMENT FOR THE g •OPENING,WHEN IT IS LOWER THAN THE MULLION 4.76'MM.O.C, o51el COp 19.1. 390 Insrm 41WA 890aw leas ma 2ro ms 280 ma 354 me 7�me 374ma M A sot ma 2ma 662ne CAPAGTY ROM THE TABLE)OF THE SELECTED 4#lwbme�f.16`Mh O. ! 06ae0 arp( 2. LOO ma WA WA WA WA 380 ma WA NIA WA WA N/A 882 na 88606 1180 me (F•4 Anehae®r mh 0`./(2) ra ctips! 3k 78D ma etyma 1580ma 1898 me 50 ahs 5W es WA 7Bome moris Be96a 1892me Wp e5sma 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR Mfflbma®OAS`65n.O.C.I UOP,Mm.12VAOmr.We. WA WA WA NM WA WA WA NIA WA WA W WA WA 115Ob CAPACITY WHICH MAY BE USED TO QUAIJFY 1 nmlFaro(F9►Sk 17 me 229 Sm 44sOre 822 ms 136 ma 14one mms 3roms 167 ma 392 ms a73me ?ora 221 ma 280ms ADDITIONAL ANCHOR OPTIONS FROM THE IFIX0 a SM be WA WA WA WA 19020 WA WA NBA LOA WA 341 ma 442Ibe 880 ms ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USt THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODULrRBYt3BD FIGURE 1: FIGURE 2: TABLE NOTES: BOO tY�B With 188 Florida • • . • uAdlagOat9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING- p "" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENWO WIDTHS IS ALLOWABLE. 4iatal upir usl omrol t FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. e- 0 1 F 0 FIGEUSTSBE HOW ILLEDINTHEAPPROXIMATEHOLEMENSIONA RESTRICTIONS SHOWN ON SHEETS 21-23 2.OW FIELD FOLLOWING GEN** ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3 6' : �:' �1 •.FQ CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM GNO.WOOD SHALL BE PRESSURE-TREATED Z No.68705 FIGURE 4: FIGURE 6 FIGURE 8: YELLOW SOUTHERN P114E WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.125. _ * THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT 11 X r X.375`MULLION _ (� LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ;a �AT ISTHE MATERIAL.810 6#12 ANCHORS INTO WOOD MAYBE 3TEF1 18 8S.S.OR410S S. - p k <1!\ UU��UU�� llllJJLL��JJ %'��'R ...O..... G� """,,srorvAX- A.LVIUN MIL'MR,P.E. FL P.E.#68706 TABLE 3A MuMon Capacity Table MOW) OpeningWidth(forverOcally-aper9YngnN0on3)orOpeningHel9MGorIIDAWntaN`sPerrla8mUSmre) uuuttt � 50 in N In70 m so In 0013 100 t0 12013 /401n Rio to O Q.2 Recls*ft T WIVeM Rg Ta#ibang. R-ImgAr Trepmmr9. Racmmoum TmprtnmY. Rectangular Tra"an9. Redaralm DoWnfen9. Reatm er TreWMmq.Loaft toadng Load4q Lwft Loadq; lowing LoadrqLeadng Leadn9 toadng L",ftmLoafing L-Av Lea" Loadag Loafing Leadrq ioficeTilbe o 4213 170.0 820 170.0 435 170.0 744 170.0 478 170.0 N8 170.0 He 170.0 882 f7&O 614 170.0 lilt.170.0 Ni 170.0 1240 170.0 621 14&7 1301 170.0 521 127.8 1301 170.0 621 111.5 130t 110.0 5221 48 In 170.0 708 170.0 524 170.0 NO 17&0 604 170.0 802 170.0 830 170.0 1133 170.0 661 161.0 1139 170.0 877 136.0 1139 170.0 680 113.9 1139 170.0 880 97.8 1139 170.0 680 85.4 1139 170.0 880 W 60.626 to 170.0 747 17&0 683 170.0 836 170.0 631 18T.8 1032 170.0 684 148.8 1032 170.0 723 130.8 1032 170.0 747 117.4 1032 170.0 758 97.0 1032 17&0 768 83.8 1032 170.0 766 73.4 1032 170.0 7611 ' 0 d 1297 70.0 787 110.0 812 181.3 607 170.0 691 136.2 N7 184.7 730 120.9 907 152.8 720 107.6 007 14&0 714 We 807 141.1 710 804 OO7 t40.0 709 09.1 1107 14&0 709 80.6 807 140-0 708 to „�CZ IA 736 161.6 628 1174 736 130.3 811 100.0 736 H6.0 689 88.2 736 106.2 NO 70.4 738 09.5 683 7&8 738 95.1 678 68.8 736 91.8 574 50.4 736 91.8 574 44.1 736 91.8 574 21.9 888 130.0 570 101.6 886 111.5 557 87.0 on 9 64 78.2 668 90.1 536 01.7 886 834 631 80.9 688 70.8 628 004 088 7&8 521 43.6 608 i&0 521 3&1 868 76.8 621 06.0 6070 1%4 6O 8&3 607 88.1 511 76.7 607 86.0 601 883 607 77.1 493 $0.9 607 71.6 486 63.0 N7 67.8 481 44.2 807 83.4 478 37.9 807 N.7 474 33.1 607 02.7 474 Z a 1.8 510 4*Wf 0 N 434 68.3 10 64.3 428 1.0 610 $7.0 418 46.4 510 83.3 413 40.8 610 N.0 408 34.0 610 46.8 402 283 510 44A 390 2&6 510 M3 398&4 468 72.646� 81.7 UB2 404 465 64.1 386 4 468 46.8 378 38.8 468 14.8 373 34.7 458 41.8 38B 28.8 468 37.7 382 244 /68 38.0 9N 21.7 488 36.7 368 ._I• 043 435 441405 WO •773 45.8 435 49.8 986 4& 435 44.7 300 .�.7 496 40.9 365 �1 435 3&1 361 28.8 436 34A 344 229 43ti 32.8 311 20.1 438 323 34041.8 327 17 4 29.0 327 31.8 200 2&1 327 28.3 278 233 327 25.7 271 20.9 927 23.7 288 17.4 327 21.0 282 14.9 327 10.3 256• 34.4 287 35A287 20.0 2N 24.8 287 28.0 248 21.6 23.1 214 1&1 287 20.8 240 17.2 287 1&3 237 14A 28y 18.9 7S2 N XO 242 227• 24.7 W 2&8 201 17.3 227 18.0 188 16.1 18.0 iN N O• 223 215 7 111117.8 184 1!8i •• V X a O O • • •• •••• E ANCHOR CAPACITY ADJUS(MENTFORMULA: d O to AnnitorCe ac Table (ANCHOR CAP.p,o„ � 8ube0e 2.7k tbrorete 3.5k Cap. Hopae CMU Fmea oalu PT Woai Metal (�)X`MULLION CAP.,,,,..,,�'ANCHOR CAP.,, a .!L' 0:4,04,9 •• • • 6716•Ebo lie 66 Elco 6116•Eioo 114.88 EI¢o 0106me� 61281381 0128md USE THIS FORMULA 70 OBTAIN THE'ANCHOR gnehorCOp pattal9, • • ArWJlj '110 E100 UR.. 1/1 Emo UIO�m U Ueoon 3416•E100 UNeom Oi•Elco uwaam A9B e0alor lgt aoul Ap9 eOelor 8ore8 p6)Swan l061 �pe�(O5) • E(pe IXe 50. 244 r 2•tr1r 3•ttr r 2.12' 1• 2.113 r 3-itr r 0.45• 0.8P 0.32x• CAPACITY REQUIRED'CORRESPONDING 70 AN A tare 134 t-114• r 1-u4• 1-114• Ina• 1-N4• 1-IW 1.110 r tare• I-w ranee ACTUAL PRESSURE REQUIREMENT FOR THE .76.0110..C6Ci4�eyl rOSeet qlp(Flg.1 390 3901Da 4501bs 890158 1044 an 27008 2801bs 354as 74090. 9741ha 864 @e 0466is 341 We 442019 60081s OPENING,WHEN IT iS LOWER THAN THE MULLION 4 enc .2k 480138 MMS a WA WA 3801bs WA WA WA WA NIA sum man 1120 @e CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anobm@TMhO.C.1(2)2r5aaobCrpar/Fq.4 760138 780 ft Nome te60ft tO60e w01ba 5661ba WA 78oroe 746 lbs eNme 1892 roc 662 Wo e651be tlzoes MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 ArOhaa®0.46•LOn.O.C./11471p,1310.126•Alan.(Fq.4}; WA WA WA WA WA WA WA WA WA WA N7A WA WA NIA 715 @s CAPACITY WHICH MAY BE USED TO QUALIFY 1 AneM4/FC9p 079.5k 19600. 1855q 226lbs d45lba 872 @s 135@e 1401ba 177ae 37010s 187 Oa 332 Us 47308 170Iba 2211bs 2801M ADDITIONAL ANCHOR OPTIONS FROM THE 2 AWbas @ 1.16'MkL 0.C1 Ft2tp 010.61 240 roe 3501be WA WA WA WA 100168 WA WA WA WA WA 34i lbs 44258 BB01� ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1'`11 CIRCLED VALUES ARE USED 04 THE EXAMPLE ON 3HF�7 24. ODUC7 RBYISBD theFbStde otr:{Itan00No� FIGURE 1: FIGURE 2: 4Z TABLE NOTES: 1.000' r Z • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. dNrel ado Predeel Comro� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. y 1 117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ``��ON(LYNN 9li�77ii�' FIGURE 3: ��.''4iGENs�''•�F.fe 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' Q;' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED u CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED �F .-' FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606376 AND BE A MINIMUM OF.1217 S t! • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04W THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1 '••FGORIOP••'G��: •X2.717 X.3717 MULLION LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND �", �S�S+� ® o THE MATERIAL.#10 R 812 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. I77 oNAL �� A LYNNR4UlLEI�,P.E. FL P.E.#68705 TABLE 4A_ MuMonCapacity Table aw Opening Width(torverdcaRfspeming nUlions)or Opening Height(tor hori2orburspmrtng ml#tons) iLctN 50111 so In 70111 so In min too In 120tn 140In 160111 g�1 1x27$x RwtmBuim heplTlmO• Reelenpdm Trepl7ila11p• Redmom TFORdam Reolemw Twine'". ftam9ulm T11 marm• Reotengdm Tref fdm�g. ftmtivodm Treplldmg. teoe- Treplldmg. Reolmrynlm 71ep716en9• 4S loading Loa6n9 Load" t"ft L-*M Loafing Leedrgl L=** Loadne Loedng Loadm Loading L.,M Lowing Loafto Loaft Luedfns toadng �yr ZLL mTube ullion all,a IIIfill � � I % .m Z00 42111 170.0 eta 1700 435 17e.o Ta 170.0 47e +70.0 see uoo 608 voo 967 tToo ste 17a0 ttte 17ao 6zt t70.0 12401170.0 621 17ao ues no.o 521 tsar tem 1Tao 621 13&a 1e20 tTao sit � 4841 170.0 708 170.0 624 170.0 880 170.0 661 170.0 902 +Tao Sm 170.0 t133 170.0 S81 +lag 1276 170.0 877 170.0 1417 170.0 = 141.7 1417 170.0 880 iTt.B 1417 170.0 880 108.3 1417 170.0 880 N 60.82510 170.0 147 170.0 583 170.0 890 170.0 031 170.0 1046 170.0 664 170.0 1195 170.0 723 1016 1288 17&0 747 148.3 1286 170.0 Me 121.9 1288 170.0 788 +04.5 1288 170.0 Me St.. 1286 170.0 760 LU ady Q 841n 170.0 707 170.0 812 110.0 958 170.0 801 170.0 1118 170.0 761 150.7 1130 170.0 Son 135.9 1130 170.0 837 tm.5 1130 170.0 85s 100.6 HIS 170.0 881 88.1 1130 170.0 881 7&3 1130 170.0 Set m t0 ~ m J Sold 17x0 eM 170.0 701 148.0 915 182.3 781 126.5 ON 144.5 748 109.9 Big t323 735 97.8 916 123.9 728 87.0 916 118.6 720 132 915 114.4 715 s28 916 114.4 Tt6 54.9 018 114.4 118 Sero 161.8 181. 610 128.5 We 138.9 894 10&6 830 123.2 081 94.0 NO 1122 870 84.4 820 104.0 852 7&0 830 99.4 See 03.3 820 04.6 649 54.2 830 84.1 849 47.4 Bin $4.1 60 SO In 132.1 767 0 ito.0 1 830 04.9 787 1069 024 82.5 767 20.1 814 78.4 767 89.1 608 We 757 842 See 55.0 787 79.0 683 472 767 782 691 41.3 767 762 591 g 101.7 838 to&8 84.8 .0 72.7 am S0.1 6m a3.8 030 722 sat We 636 See 614 60.8 836 S23 608 42.4 838 472 We 38.3 038 06.3 497 31.8 838 532 497 ' 2 I 571 sm 4190. -&I 671 7&8 488 8. 71 07.4 470 54.1 671 80.8 471 4&0 ST1 5&6 404 112 $It $1.8 459 38.0 $71 U.0 481 3ag 671 44.8 447 V.0 671 N9 40 e� ' �-• cr 847 03.4 47 8&7 2 a8 rlBs 67.1 642 82.1 450 W9 842 5&7 449 44.4 $42 $1.0 M2 40.0 612 47.5 437 33,3 647 429 420 2&8 642 409 420 2&0 042 40.1 423 eba 407 381 43.4 � %N 37.2 407 50.8 349 $15 407 S&S 343 289 407 32.1 338 2&0 407 2&8 334 21.1 407 28.1 397 18.0 407 24.1 322 18.3 407 29.0 810 0 358 owl" 3&8 3M .%94014 30.7 350 32.4 909 28.8 35S 2&8 304 23.8 560 2&1 300 21.8 We 24.0 298 77.0 358 219 289 18.3 350. 182 284 N X �O `- 283 41t�8 2lj 2&1 Q6101 21.5 203 220 247 1&8 283 10.0 244 1&T 203 1&0 240 15.1 283 1" 237 N � • mT 23.1 287 .6 238 109 287 20.8 235 11.3 mT S&3 231 1&4 287 10.6 220 V N`2270 22 2A 18.3 18.8 SM 1&7 229 182 202 fQ�(� coQ �yt(�• ANCHOR CAPACITY ADJUSTMENT FORMULA: g O0. Anobar Cc Table be AN1=RCAP.:,,,, •••••• •• su t� 2.7k Omwde 3.6k Cao. Hoeon u Med CAW PT sod mewl (OP-)X C ,u ANCHOR CAP.,,, Ali • • • 5'1V Elco 1f4•ss Elco 5118•Elco 114'SS Elco gig Steel 0 22 Steel 012 Steel MULLION CAP., ,,,,, •hchor CUP Pattetnda •• T•Vw Elft UWeom 114.Ooe tObaom tntreoan 3116•Ebo Ulheoon V4•Elco Utm m A20�m UNeom AgpteGmm 8orew(05)Saran(0.5) selefl(44S) USE THIS FORMULA TO OBTAIN THE"ANCHOR •••••• Edea dem 24W 1• 2.1m 3-11V 1• 244 r 2.111• r ave• r 0.4s• 0.64- a32r CAPACITY REQUIRED*CORRESPONDING TO AN Erebedm 1 • 1314• talo• t-W4• r t-I/r 1-1w I-H4• t-v0.• 1-v0.• 1-ur r 1.1re• +are• tmres ACTUAL PRESSURE*AwAA REQUIREMENT FOR THE 2Armhws04.76•Mh 010.414 Offset C0p(Ftg.17 390 W0. 390@0. 450 W0. 890 18440» 270 Ws 260 We 354Wa 740Wa 974100. see 9489q 341W 442 Be 5e0 W0. OPENING.WHEN 1715 LOWER THAN THE MULLION 4Atmhas 01.16•Min.O.C./Slmgard(wO0ae0 CVP ft 2): 480 Ws Too In WA WA WA NIA 360 Ws WA WA WA WA WA 682 On 1120%9 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anoints 0 r Mm 0.C.1(2)MdAn91a dips I ft.3k 780 Ws Me W0. Sm W0. INN W0. 1888 W0. 540On 5w ms WA 760 W% 7481bs Seo Me 1892 ft 0821. times MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AnOW 89&45•Aga.O.C.I U4xp,Wto.12V Alma.(Flg.4]: WA WA WA WA WA WA WA WA WA WA WA WA NIA I'm We CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F4Mp OSg•67 195 We 1055. 225 W0. 445 W0. 822 Oq 135 Ws 14016e 171 W0. 310 W0. 187 Ws 332 tbs 4"IDs 170 W0. 221 Ws 280 W0. ADDITIONAL ANCHOR OPTIONS FROM%FIE 2Anehma 401.15•Mh 0.CJ FIM 240 r, 350Ibs WA WA WA WA 780 W0. WA WA WA WA WA 341 W0. 44210s See r a ANCHOR CAPACITY TABLE. REVISED NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ��with the Plodsn s8dI08QoNo V 0 FIGURE 1: FIGURE 2: TABLE NOTES: on 1.000' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ado Ptod0cI Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ttttlllll//171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\ ��01 014( FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.780• Q�..• �1GENS F fi '•. . I F • • HOLES TO MDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 a No.58705 F-* FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE TREATED 1 ; Za(�1 4j FIGURE 4: FIGURE S. FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF OAS.ALUMINUM SHALL BE 8083.78 AND BE A MINIMUM OF.128• ^p ATE O (� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL.TO BE AT LEAST.126'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Tt$tE1D3 BEYOND 1'X 2.76X.BW MULLION � C e e THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE 3TEE1..18.8 S.S.OR 410 S.S. A.LYNNIIVILLER,P.E. FL P.E.#58705 TABLE 5A mullion Cepatifty Table ObsM Opening Width(tor 9edica*spalring tntAons)or Opening Height(tor horimnte*sperWng numonta) # 501n soin 70 in I80M I 90tH I t001n 120h 140tH ISO in Rwlmrgulm 1YaP✓T4en9• RBctanpWm ftMang. Reolmrgrda 1tep7alang. Reolangdar TreWTdaf•. Re0lmguttr TteWMmig. ReolwWff Trepl8lerg. Rwte�dat T1eWMerg. Raofam dm TMWTdmr9 Redm�golar TapT0le�. • 1"x3.125'x L08019 Loaft Lowing Looft laadfng loading L-ft Loading Loading Lwft Loading Loading towing Loadng Leadnp Leadn9 Loading Loafing �Y .800"Alum d Tube Wall � � ' fill, 11 Z .m o � 42M 170.0 820 170.0 435 170.0 744 170.0 478 170.0 008 170.0 606 170.0 982 170.0 619 170.0 1118 170.0 621 170.0 12/0 170.0 621 170.0 1488 110.0 621 170"' 1795 170.0 621 IRA ISM 170.0 621 u) 481n 170.0 708 17MO 524 170.0 860 170.0 684 170.0 882 170.0830 170.0 1133 17MO 681 110.0 1276 170.0 677 170.0 1417 170.0 See 187.7 157/ 170.0 8B0 135.1 1677 170.0 880 118.2 1677 170.0 680 a, N 60.626 in 170.0 747 TIES 683 170.0 808 170.0 631 170.0 1048 170.0 884 170.0 1185 170.0 723 Me 1341 170.0 747 170.0 1484 170.0 768 141.7 1496 170.0 768 121a 1485 170.0 768 1002 1495 170.0 756 Ul p 0 54 In 170.0 797 170.0 812 170.0 968 170.0 691 170.0 1118 170.0 784 170.0 1276 170.0 803 188.1 1401 170.0 831 USA 1401 170.0 856 124.8 1401 170.0 881 108.8 1401 170.0 861 93.4 1401 170.0 861 m OM t0 � SOM 170.0 886 170.0 701 170.0 1003 170.0 787 15&6 1156 170.0 878 138.7 1188 107.0 928 12&3 1159 1SSA 017 111.0 1156 149.7 910 92.6 1156 MIA 903 79.3 1188 144.8 903 09.4 1188 144.5 903 J 83M 170.0 930 170.0 746 168.0 1049 170.0 860 137.0 1048 165.5 880 119.8 1049 141.7 846 106.0 INS 1310 We 95.9 1069 126.8 828 Jae 1049 219.3 820 86.6 1049 116.0 619 69.9 1849 MR 819 Z �� • � Set. 186.8 6 170.0 789 139.0 M 181.3 804 11&1 055 193.7 788 1041 986 121.4 778 Sze 0O 112.0 786 83.4 866 100.4 767 KS 034 89.0 740 Me 886 98.7 746 S21 M 88.7 740 72M 128.0194. 897 107.0 803 114.8 8A2 01.8 803 101.1 870 S0.3 803 011 830 71.4 803 S&O SO 641 SM Me 842 63.6 803 72.2 872 45.9 803 80.8 828 10.1 800 M.7 N7 � Cn Z IBM 1091 * 116.1 8a8 91.0 721 97.0 Ole 78.0 n1 S&1 on 86.3 721 70.6 M 80.7 721 70.1 888 64.0 721 85.4 870 4&6 721 68.4 689 99"' 721 6&8 684 94.1 721 6&1 683 � j .- 4 •711N 101.04 106.4 W 041 887 722 SSI 78.4 670 03.1 864 Tao 687 Sat 864 84.4 SSB 60.6 864 69.0 651 42.1 884 54.1 041 36.1 884 61.3 638 31.0 884 BOA 694 S` Q O • a 90M (•.8 � 64.6 8/R 67.3 448 47.0 514 50.0 440 41.1 614 44.8 433 Me 514 40.5 427 329 614 37.9 421 27.4 614 33A 412 2&8 814 30.4 40p 20A 614 20.0 403 0 • 841 2 65.7 484 482 840. 4Z0 398 30.7 152 10.0 380 33.9 452 38.4 964 30.1 482 32.9 978 27.1 482 30.3 973 22.0 482 209 986 19.4 452 26.2 359 *4- !2. 355 •t08M 98.1 7 86.9 322 31.7 917 272 367 28.4 312 23.6 357 281 908 21.1 387 22.7 903 10.0 367 20.9 209 10.0 957 18.0 2B3 19.6 357 id2 287 283 (111tH tV • •18f4n• 36.1 0 908 29.2 901 26.0 338 26.1 200 219 990 29.1 282 109 398 20.8 286 17.6 338 1a0 284 U.6 338 18.6 278 129 336 149 274 289N27.7 �3 23.1 41200 •3.T 269 10.8 288 20a 266 17.3 289 18.1 262 16.4 288 1&3 240 199 289 14.0 248 11.0 289 12A 24 . . 232 Q x Q 0 � � ANCHOR CAPACITY ADJUSTMENT FORMULA: d Anch-rCapacltv Table 00 ANCHOR CAP., • • 8u 2.7k Me 3ak0ak. H40re17IU FMdCMu Frwood Mtld {OP,a,)X{ '""`)AANCHORCAP.- •••••• 7ya 6H6'dca R4•as Ex d1e deo 94.68 deo OtoStetl 012 SKI 91281ee1 MULLION CAP.,,m,„„ • AnchdArCOpPattema• �41'•e •9r16'ElcoUdrecan vCEteoUNazan R6recon 3t6'elrnUOram v4'EkoUOaacon AggreGalm U6taton Aggre(4ala 9c1e11(ca6)Screar(05) scnas(06) USE THIS FORMULA TO OBTAIN THE'ANCHOR --"edge a r J2-Uri.1• 1445n aua r aur r 2-vr r Sara' z 0.48• o.a4• 0.924' CAPACITY REQUIRED'CORRESPONDING TO AN 1 4• 14^ r 1.94• 1-v4• 1-v4• 1•tl4' 1.114• 1-414' r t3B• tyre• raeee ACTUAL PRESSURE REQUIREMENT FOR THE IDs ms 1814Iba 2700& 280r 964pn 440M 014 ms sU Me WrA tms 442ae 6so Ma OPENING,WHEN ITIS LOWER TF T THELECTDN 1.49•MM.O.C.1 SWO.0(a Great)C9r(Rg4l 4N ms UA IUA IUA 380138 IUA IUA IRA ILIA IUA 652 ora 885 Ra 1120 as CAPACITY(FROM THE TABLE)OF THE SELECTED tlxa@3M . ..r AIgM I 9k 769ros 0 ma 11SBQd asoma 6sOMa nw 76011s 748 Ms no los 18928e 682 mf BBS Ma f120ma MULLION.IT WILLYIELDAMINIMUMANCHOR SAIctel4®0.46•Mm. Io.12C Afwn A q IUAIA IUA NIA IUA rUA IUA IRA IUA IUA IUA IUA 1079 b CAPACITY WHICH MAY BE USED TO QUALIFY IAmhorr (Rgek 193 msns on me t95ms 140 Ms UT ms VMS t8?Ms473 Ma 17ODS 221MS 2SOMsADOITIONALANCHOROPTtONSFROMTF� 2ArKhMS@MV IAM O.CIF 2401Da UA IUA IUA 100ma NIA IRA IIIA 11% IUA 341 ms 442 ms 680 ms ANCHOR CAPACITY TABLE ODUCTREY198D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. OoloPlylnB V*h the Fbw F+1.W0•�1 ge0C6pt�WD�Noo 0� FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. P70d0e1 COhiret SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4luutr7r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3125• `�� tJ�••••• 4t FIGURES � 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. FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. r No.58705 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • 0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •� •. q li!" FIGURE 4., FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SHALL BE 6 08346ANDREAMINIMUM OF.125" 3.12V '•, TATE fit/ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1 X(I-VFLEA5T.12fr THICK X.G MULLION • THE MATERIAL#1&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR S.S.SCREW THREADS BEYOND �'I,,ft jA1- • �� LEASTs A LYtfNr r0111L1�k1,P.E. FL P.E.#68705 TABLE 8A ��g19• Mu81on capacity Table se 43 Opening Width(forMer61s0y-spanr9ro mWona)orOpening Height(for hodmrits*panring mullions) wbt wtn TO In IBO Ln got" I10088 1251n 140[n 16088 8d ed R4et rAff Ti�Tdeng. Recfengufa Trep•Mang. Reelargula TrWlbarg. ReclonWer TrWTft g. Reolen9 ft Tap7Tdang. Redw4da ywmdarg. Reotw�da TrWfitsm. RedmVWa T`oodn0 tewdng epridw 1x4x.128 Loaft WHIM; LoaAng Lmft Loafing Loaft Loafing Loafing Loamrg Loaft Loaft Lowing teaQtng Lowing LoafingLoaft Alum.Tube a � � _ _ _ _ _ _ _ _ _ fill, _ _ { Mullion �' �' � W ZO N 42 In 170.0 621 170.0 435 170.0 744 174.0 470 170.0 egg 170.0 We 170.0 w2 170.0 510 170.0 lite 170.0 521 170.0 1240 170.0 621 17x0 1409 170.0 621 146.9 1489 170.0 521 127.6 1409 170.0 521 401n 170.0 log 170.0 624 170.0 960 170.0 684 170.0 992 170.0 030 170.0 1133 170.0 661 170.0 1276 110.0 877 168.3 1303 170.0 690 130.3 1303 170.0 ew 111.7 1303 170.0 660 97.7 1303 170.0 860 � � 3: 60.min 170.0 747 lite 683 170.0 998 170.0 831 170.0 1048 170.0 $84 170.0 1195 170.0 723 168.1 1236 170.0 747 140.6 1236 170.0 768 117.1 1236 170.0 750 100.4 1236 170.0 768 67.8 1235 170.0 766 W �� Q 64 In 170.0 797 170.0 612 170.0 8S0 170.0 691 170.0 1116 170.0 754 INA 1148 170.0 Ow 1372 1158 170.0 837 123.6 1168 170.0 888 102.9 1158 170.0 0111 M.2 1188 170.0 861 77.2 1168 170.0 981 so in 170.0 868 170.0 701 186.7 1042 170.0 701 lag 1042 181.1 832 126.1 1042 149.7 815 1112 1042 1389 801 100.0 1042 130.2 701 83.4 1042 125.1 782 71.6 1042 12&1 762 623 1042 125.1 702 J 63 In 170.0 930 170.0 746 161.2 992 IMA 818 12&8 992 144.4 796 MA 882 131.0 782 1003 992 121A 780 90.7 092 114.8 750 76.8 982 10&4 745 64.0 892 108.0 7M 68.7 892 'w.0 744 G`' •�� w In 165.4 947 170.0 789 137.0 047 140,0 708 118.1 $47 130.3 788 103A 847 117.7 752 01.9 047 10&7 730 82.7 047 1022 727 68.9 947 86.1 713 88.1 947 94.0 7/t 61.7 997 04.0 711 Z Min 136.9 849 442.7 737 1132 949 '21.8 722 97.0 649 188.8 709 84.9 849 98A 898 716 849 88.7 888 879 849 827 878 618 648 76.3 869 48.8 818 726 8w 423 818 724 83t = 0. 76 to 116.6 14.. 98.3 782 1028 862 w.6 782 90.0 810 tt.2 762 84.9 828 84.2 762 742 820 679 782 892 819 411 782 823 802 41.3 762 619 697 39.1 782 69.4 696 ,-.! fA 106.$ r2A tM%A 094 89.0 124 Mo 821 78.3 M4 029 09 80.8 724 74.4 689 59.4 724 Oat 881 63.4 M4 83.4 693 44.6 724 57.3 673 $02 M4 6L3 687 334 724 as 686 r • 9088 899 $13 71.0 463 69.0 00.7 474 49.7 643 62.9 468 43.6 643 47.1 469 3&0 60.1 429 462 34.8 543 39.6 448 29.0 613 349 439 24.8 M3 321 430 21.7 513 30.7 426 O • • 67.3 4 47.8 478 49.7 419 49 478 432 412 3&0 470 38,15 406 31.6 478 91.8 100 20.7 478 320 386 23.9 478 20.1 389 24.$ 478 28.8 380 179 4711 242 378 N 0,f) O •4881n J4U377141.163141 33.5 4077 34.8 336 28.8 377 30.0 330 25.2 377 20.8Hier 357 309 36 1. 319 2&5 367 279 313 2322A30263 387 22.0 306 t&$ 257 20.1 301 16.4 367 17.1 294 120 in 3� 24A %� 271 21.0 300 21.7 210 18.3 308 19.2 267 18.3 306 17.3 283 )(• 212 •• •• 4 z NO O TA WN •• • 0000 ANCHOR CAPACITY ADJUSTMENT FORMULA: • An o7 Ca of Table (ANCHORCAP. , l •••••• 2.7k Con4rete Sor tam. 4Io0w CMU FmM CMU PT Wood Melee �)X`MULLIO61 ANCHOR CAP.,„, • • • 6ifa Eko 1/4'88 6/1a Eko 17/'88 Eko 81081140 0128tee1 01281/1/11 • �r Cgp Paltam�• 'j �'Ek*umem f/4'Eko UBMM 311$•Eko uftmm ur Eke Ulaeoan Uldawn At g eOator 116 tote A99 eOak7 earaa(O5)Oo as tors) 84.ww(061 USE THIS FORMULA TO OBTAIN THE'ANCHOR • • • Ed"a sma ••' 2-112• 1' 2-tre 3.116' 1• 2-12• 1- 2-Ur r 3.118' 21 0.48' 4.64• 0.324• CAPACITY REQUIRED'.CORRESPONDING TO AN Ea $4.X 1314• 1.314• 1.314' 1314' r 1-114' 1.114' 1-01' 1.114• 1-U4• 1-1M' 21 t ala tale' iff ACTUAL PRESSURE REQUIREMENT FOR THE �4.7a 694.O.Q/1ilaMadorofh4lCfq 390 k4. 450 IDS 890119 1644 Ms 270 ks 2801DS 334 Ws MUM 374 Ws 664 Me 94628 341 ft 442 row am kS OPENING,WHEN IT IS LOWER THAN THE MULLION 2.25 MIn.O.Q 18WAIft*orOf;"IOP 3X 7 @S MR. OW M. 1410 R 0%R. NIA 5wrs WA 830 Ms WA 8w1b4. WA 692 ft 805 an 920ks CAPACITY(FROM THE TABLE)OF THE SELECTED SAmlka @ 1.15'Mkr. .QIlulr40.•Faotme0 CAP Fig.4 061 kS Rome WA WA WA IIA MRS WA WA WA WA WA 13831Da 1770 Ws 2240 as MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AmMa®a WAID.Q I RI M Angle COPS I ft 5X 780 Ws 7w kS woks 15001ba 1696 ft 540 kS NO lbs WA Mr. 748 Ms 880012 lmft 682 ks 805� 1 120 Os CAPACITY WHICH MAY BE USED TO QUALIFY 8 Amboy M r MM.O.C.I RI2a8 Arpie C9pa 1(FI9.6X 1170 ft 1170 lbs 1020 as 2340164. 2844 kS sla Wrs 8401Da WA ttOlbs 1122 W 1320 rm 2838W 1022Iba 13271W 1680 r ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anohaw 00.4759n.O.Q I�Fg1p,kk.125•Aka.IFp.7X WA WA WA WA WA WA NIA WA WA WA WA WA N/A WA 1430 k4. ANCHOR CAPACITY TABLE. PRODUCTRBYIS® 2 AmbW02.2V Min.O.CJ F431p ft.8XI 3500.s I 35OMS I 290 FA 705 k4. 418 kS _ N!A 280 mS WA 316ka WA NO IDs WA 341 Ws 442 as 280252 mM 4 As 1.15'Min.O.CJ FCOD ,9) 4800s 700 Ms WA WA WA NN 380ks WA WA WA WA WA 692In Ow rm /I20� 1.000' r•'- "�-"' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AUOm TABLE NOTES demi a Pto8ucl Comrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8 FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE X7111 I t 1117 J • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ��O�y •• Q974 J�� • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'�' *: No.68705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _ FIGURE S. FIGURE 8: FIGURE r SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S zE • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED YELLOW 125` T fiLOR1OP•C ?: SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8063-T6 AND BE A MINIMUM OF.126'THICK.STEEL �i ••...•• G STUDS TO BEA MINIMUM GRADE 33 AND.04fi THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A2V THICK ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& V X 4•X.125' 1I 111 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A LYNN FL P.E.# 570#65870 P.E. 6 TABLE 7A Murton Capacity Table 11beffil � Opentng Width(forver8cs67 opalrNllg rmAons)orOpentng Hetght(tor tq Vy-tg7arking mutons) Win 66m 7o in sob, Bein tab in 12010 140 In 166 in 6t Reatmi•4m 7tp/rdan9. Reolo7ft Tmplydang. ReoWnVft T18"a18 Reolm,gdm Treplydm,g. ReUengdar TmPRdeng. ftntengAw TreWftV. Redonwat Iftwdom. Reetangdm TrW nIM ReotorAar if 1 x 4 2.375 bePRdm g o. Alum.Tube L4eQn9 Lo�� L08ft L-010 Laadbg tmdlltg YD$L-6-0 Loeu+11 1 L$$•• Leading 'Ag$Lomtfng 1.oming Looft L-d'nLg$0 LeaAag Leemng Lommlg Load0,9 LoednLp$9 �y 6! MuIllon 11 fill, h co) .m 420, 170.0 820 170.0 436 170.0 744 170.0 478 170.0 666 170.0 808 170.0 992 INA 618 170.0 tits 170.0621 110.0 1240 1T&0 621 170.0 1498 170.0 621 170.0 1736 170.0 621 170.0 1961 170.0 621 -j 48 In 170.0 708 170.0 624 170.0 860 170.0 684 170.0 982 170.0 630 170.0 1133 170.0 66I 170.0 1278 170.0 877 170.0 MIT t70.0 880 170.0 1700 170.0 080 170.0 1883 170.0 080 151.8 2024 170.0 860 UUUJJJ 60.826m 170.0 747 170.0 663 170.0 866 170.0 891 170.0 1040 170.0 684 170.0 1196 170.0 723 170.0 1346 170.0 747 170.0 1404 170.0 768 170.0 1761 170.0 768 IWO 1919 170.0 768 1366 1918 170.0 788 54 In 170.0 787 170.0 812 170.0 968 170.0 601 170.0 Ilia 170.0 764 170.8 1276 t70A 903 170.0 1434 170.0 837 tT0.0 1694 t70.0 866 IWO 1799 170.0 8111 137.1 1764 170.0 881 IWO 1788 170.0 881 m � F" 60 in 170.0 868 ROA 701 17MO 1089 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1664 170.0 988 166.6 1018 I7&0 1033 128.0 tate 170.0 1083 111.0 1619 170.0 1003 973 1019 170.0 1083 J 63 in 170.0 930 170.0 746 170.0 1116 170.0 660 170.0 1302 170.0 640 170.0 1486 170.0 1016 16&7 1642 170.0 1076 141.0 1642 170.0 1122 117.6 1642 1066 1168 100.7 1642 Ie7.0 1167 88.1 1642 IOUs 1167 = � 60 In 170.0 874 170.0 766 170.0 1188 170.0 903 170.0 1384 170.0 1002 1e&8 1472 170.0 1088 142.9 1472 188.6 1148 128.5 1472 168.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 148.0 1104 Z 7264 t7oo 1083 170.0 078 170.0 1276 170.0 IWO 160.0 1320 168.2 1101 13ZO 1320 1499 1002 1173 1320 137.8 1066 105.6 1320 128.0 1010 88.0 1320 117.0 1024 76.4 1320 112.6 1019 Sao 1320 112.6 1012 � W 7801 170.0 /1Q i� >�7 149.8 1164 169.4 1013 128.2 1164 199.8 891 112.2 1184 12&7 978 867 1t64 118.3 864 89.8 118{ 107.6 862 74.0 1181 97.8 936 84.1 1184 93.1 927 6&i 11& 9Z3 826 N Z •�� 186.1 11 10.0 887 I. M24 M7oo 886 1189 1124 128.8 647 103.8 1124 1169 831 tYl.S 1124 1069 818 83.0 1124 88.6 906 69.2 1124 89.0 890 68.3 1121 819 881 81.8 1124 83.2 878 a-• 0 901n 106.1 874 111.8 760 90.1 � 94.3 798 773 844 921 724 679 844 733 712 60.1 844 8&6 702 6L0 810. 61.4 893 4&0 614 642 678 389 044 60.0 886 3&8 814 47.7 002An 0 691e 89.1 74 742 42 17.2 862 668 742 87.2 641 66.7 742 69.6 031 4&6 742 64.1 622 44.6 742 49.8 814 37.1 742 49.6 800 91.0 742 3&8 696 27.8 742 37.8 694 U) ,took, 82.8 888 .0 630 82.1 �66 63.6 821 44.7 666 48.6 613 39.t 688 41.4 608 34.8 688 37.3 498 31.3 668 34.2 492 26.1 00 29A 48t 223 688 289 472 %5 688 21.7 466 (n M •• 1 1 Ot 87.8 866 08.8 603 48.0 866 48. 405 41.2 666 429 487 38.0 668 38.0 480 32.0 668 34.2 473 2&6 866 31.3 407 24.0 066 27.1 467 20.6 666 213 448 16A 666 22.4 442 � X Y Y 120 in 46A 4� `73 39.0 4 428 320. 476 33.7 420 26.6 476 28.8 414 26.3 478 2&8 405 22.8 476 24.6 404 19.0 476 21.1 388 183 176 18J SBT 143 476 173 381 1�' X 3 • 28.4 33D �.7 'b6 220 •364 4t2M 301 18.9 MD 19.3 297 18.6 330 17.0 263 TA�C�'9B• •• •s•• anohorca Capacity Table a ANCHOR ANCHOR CAP APACITY ADJUSTMENT FORMULA P 0 � • • • • • BWaDete: 2.7ko0wreln 3.Skcmro. Hdk6Cddli F21m1Cbill PT Wood Hemi (DPro)X( ,-ANCHOR CAP.�, • • Ina'Eko liv s8 Ebo 8148•Eteo tw'SB Etoo Oto 8�i po steel 812 steel MULLION •118pbpTCtlp Psttelt�• •a�9 Eko uitre tib'Eko us aoan 3718 Ebo U bacon tw Hoo tgkaem t0kaoon Ag9,e001m tgimoon AggreOeM Seteu(0518. O58orma(03) Bemw(os) USE THIS FORMULA TO OBTAIN THE ANCHOR 2-trr 1. 2 trr 9 u9 r 2 frr r 2•trr 2 311 2 0.4s o.6r 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN •• •• • Em e d M t 9la fal4• 144- talc r 1-ur t-1/4• 1.11r 1•U4• 1-v0.• 1-v4• r lace• tare• cedes ACTUAL PRESSURE REQUIREMENT FOR THE i,as .76•MIn.O.C.Ia moaamGb18i9•t ms 3Wns me 890 ms 164400. 27oms leo 364 We 74oma 9740• 864 me 948 ms fibs 442 asoma OPENING,WHENnISLOWERTHANTHEMULLION 4 I.S.Asn.O.0 I9ta'alow moo COP(No.3) Too as 700 as 680 ma 141OWS 962 ms WA 680 me WA 830 me WA 880 me WA M ma OSS Ms 1120%9 CAPACITY(FROM THE TABLE)OF THE SELECTED aAmbmaa Lfa'Mm. mW6egC2".47 960ma 1400 So WA WA WA WA 7800.e WA WA WA WA WA 1383 ms 1770918 2240 ms MULLION.IT WILL YIELDA MINIM UM ANCHOR 4 A0ehae647 Km .C.!(2) Algk�!(FIg.6): 780 Op 780 ms 940 me 1666 ft 1896 me 640ms 660 me WA 700 IN 7480w 8661bs 19921b9 682 me e861es 1120 ma CAPACITY WHICH MAY BE USED TO QUALIFY OAnobae®3•Mm O.C.1(2)2,SAagia pips I".Or 1170 ms 1f70I- 1020 ma 2340 ma 2844 ms 810 ms 64016s WA 1HOIbs 1122 me 1320 pu 289916s 1022 m8 1327 ms 1880 ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anohas 0 0.46'VA QC.I U12tp,MAW W Atom.Mg.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1 1430 ms ANCHOR CAPACITY TABLE. RBYL413D 2 Anelam 2.25'MIn.O.Cf F4Zip(F7g.B): 360 m8 366 ms 260 me 706 ms 410 MS WA 266 ms WA 916 me WA 440IOs WA 341601 442 me 866 ns utld P30fllb3 4 Awbom 01.15'Mm.O.CI F42tp(Fig.9x 480 ms 700164 WA WA WA WA 380 ms WA WA WA WA WA 882 ms 866 ms 1120 ma •� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'j 1.082• r- -j 1.000• f- TABLE NOTES: Allan eels PrOdact C0r0rol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 11111 I I)1711 • • • • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. � N LTFVIV 2)LINCAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `Qa��•'�1GENSF•/I�F��i • • • • • • • • • • 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 4.0066 4'�• � No.58%05 � SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE fi FIGURE B: FIGURE 71 ` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - VIATIE�GROUT-FILLED CONCRETE BLOCK UNE(CMU)SHALL CONFORM.5 ASTM C g0.WOOD SHALL :Q • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE .......... G> 6W3•T6 AND BEA MINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046' 376' 376' ,SS/ �� THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A38.ALL ANCHORS 7/r NAI. 1111` ANGLE CLIP(FIGURES 6813)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&Al2 1•X r X 375' I•X 4 X 378' A.LYNI I IU�I�titER,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.5 S.S.OR 410 S.S. 'P-MULLION MULLION FL P.E.#68705 TABLE 13A Mullion Capacity Table ^41 F Opening Width(for verfloa*9peMngnrAorls)orOpening Height(lahat rtelpsperdrelnlbons) 8044 win 7014 so in 9014 tOb In 120 in 1400 180 in 1.28"X ReatenOder nept7deog. aeotengwm T1ap70ieng. Rectenguter 7repfitsng. Reotmlpder ny/fda�• Rectangl8u Tnsp/TMng. Reetettg4sr TidprSimg. RaotanlRda TiaplMmg. Hecie48s1sr 7rep7Nmg. Realangulm TroplTdag. I p 3.188"x L"ell Loaang Loaft Loaalg Lamm* Loadlg L4ean9 tnadOg Load n9 Loed4e Loadn9 Loaan9 Loadrg L�a48 toaan9 Luadn9 LoadOg Leealg w at e .260"Alum gg gg g$g yy� y4� yypp� w Tube Mull sT @@ 2 d 8 8 m Z N� ��-• 421n 170.0 820 170.0 438 170.0 744 170.01 478 170.0 1 888 170.0 1 606 MO I 882 170.0 619 170.0 1118 170.0 821 170.0 1240 U0.01 621 170.0 1488 170.0 621 170.0 1796 170.0 521 151.8 1789 170.0 621 O-1 ILI W 4810 170.0 708 170.0 524 170.0 880 170.0 684 1170.01 892 170.0 630 170.0 1133 170.0 661 170.0 1278 170.0 877 110.0 1417 170.0 880 16.08 IN$ 170.0 880 1327 168 170.0 880 118.1 1618 170.0 680 81626 In 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1348 170.0 747 187.0 1486 170.0 T58 139.2 1188 170.0 768 119.9 1468 110.0 766 106.4 1488 170.0 758 � 0:� N 0 61n 170.0 TOT 170.0 812 170.0 088 170.0 691 110.0 1118 170.0 76 170.0 1275 170.0 803 183.1 1378 170.0 837 148.9 1376 170.0 868 1223 1378 170.0 861 16.8 1378 170.0 861 91.7 1378 170.0 BBI 1-• so In 170.0 885 170.0 Tot 170.0 1063 170.0 707 tate IRS 170.0 878 139.0 1168 167.4 030 123.8 1188 168.8 69 111.2 116 150.0 812 92.7 1188 U4.8 on 7914 1168 144.8 806 69A 1158 144.8 9m � m j J 63 in 170.0 830 170.0 745 ISM 161 170.0 850 137.2 1051 188.8 882 120.1 1081 142.0 848 108.7 161 1323 637 96.1 1051 126.7 830 80.1 161 119.5 822 88.8 1081 119.1 821 00.0 1051 119.1 821 68 to 487.1 957 170.0 188 1383 957 161.8 608 IHIA 857 134.0 780 16.4 887 121.8 777 02.8 957 IVA 787 83.6 857 106.0 769 69.6 957 100.0 780 69.7 67 08.9 748 622 957 98.9 748 Mtn 128.7 804 135.2 898 107.3 004 118.2 66 91.9 804 101.3 871 00.4 86 VIA 6m 71.5 86 6.1 IN 84.4 804 788 843 53A 004 723 833 40.0 06 69.9 829 402 804 69.9 828 78tn 109.4 717 I qp 012 722 07.2 810 782 722 88.3 606 06.4 712 78.7 b98 00.8 722 70.3 688 61.7 722 86.5 5m 45.6 722 69.5 610 39.1 M2 58.7 685 34.2 722 66.2 56 Z •�� 1012 1 8 6.4 � tt9-9 688 T23 866 70.0 677 033 886 70A 56 66.2 886 6.6 680 50.8 886 80.1 663 42.2 881{ 6.3 63 38.2 888 61.4 537 31.8 888 50.7 638 � N • 9DM 8SA 816 BBA 407 6AW32.8 � 7.1 615 60.1 111 41.2 616 44.7 434 30.8 616 40.8 428 93.0 616 37.! 122 27A 616 33.1 413 23A 618 30A 407 20A 516 29.1 404 X (- O 0CB/N 63 463 46.3 8.8 463 4fA 381 33.8 483 38.1 386 30.2 463 53.0 378 27.2 463 30.! 374 22.8 453 28.8 388 19.4 463 243 380 t7.0 453 211 988 ,108 In 38.1 368 .0 323 31.827.2 36 28.4 313 21A 368 252 308 21.2 358 227 36 19.1 358 20.8 300 16A 358 10.0 283 rn• 1114 35.1 336 35.8 308 29.325.1 338 20.1 297 Me 338 23R 203 19.6 338 20.9 2811 17.8 398 19.1 285coX120In 27.8 2% V4 23219.8 280 20A 268 17.4 280 18.2 263 16.4 200 M4 249 cO Qa. a-• L 8'10 TA�C�N�` •• •••• ANCHOR CAPACITY ADJUSTMENT FORMULA: • • so AnchorCe d Teale Lbs AN�{ORCgp•�� 81104 2.78CoxMe 3.6%com Holl cmc F&dCUU PT 00d Udd (DP.)X( )=ANCHORCAP.- • • MULLION • • • SItr ENo 114•SSEk &Ir Elco 114'98 Elco 410 Sted 61291M 012 Stag •416•V�vrCtlp Pattert�• Anchors 6Rr E1eo V5ncan Ud•6eoUl0acon stir Eteo tmweon Vd•Ekoumacon uNeeon Ag9eDdor USretdt Aggre(tela 8ctsw(G5)screw(Ob) scram @5) USE THIS FORMULA 7'O OBTAIN THE'ANCHOR • • • Edge 2.1r r stir 3178• r 2-tic r avr r 3.16• r 9.46• 0.50 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN • • • Era erg n 11314 11314• laud' talc r 1-v4• 1-v4• 141r 1-Ur MAI 1-tem r 113 a tare ACTUAL PRESSURE REQUIREMENT FOR THE 475'1An O.C.I Slmaad Of Met CIyB(9ig6q 3W ms 39010 490 ms 890 M 1614 D9 210as 280 ms 361013 740108 374 ms 86 ms 918 ms SIM 442 ft b80 se OPENING,WHEN IT IS LOWER THAN THE MULLION A 1.tb•NM C/ a17i6epC9p(N4 41 Its 700 ms IRA IUA II/A HIA 9mms IRA ILIA NA IUA WA (82013 8mm 112008 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anenm-MiM An118C"fil'793) 780 m3 780 ms 18oms tB®013 1898 ms moms 6mm08 IUA 760lbs 746 m4 8mm5 1892 Re 69205 emm4 1120 m5 MULLION.IT WILL YIELD A MINIMUM ANCHOR dArchws®0.4Y LIm.O.C./U421p,bdo.l2r Alum.(F72.41 IMA HIA N/A IUA IUA IUA IUA IUA IUA NIA WA NIA NIA RIA 1490 m5 CAPACITY WHICH MAY BE USED TO QUALIFY t Arctar/F (N9 8) 7961 195 ma 278 ms 446 m3 822 913 19608 140 ms 177 ma 970108 167 ms 932 Ste Mite 17008 221 ms 280 m5 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm 1.tr190 O.C1F 0 24005 99008 MA WA NIA 1UA tmm5 NIA IUA WA IUA tUA Sit 913 444p 68088 ANCHOR CAPACITY TABLE. PRODUCERBv[S® NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. D1rldtvvAhthelhorlde F'1.25(1• y Aorepteswolb FIGURE 1: FIGURE 2 •01 TABLE NOTES' • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION B ieroi e t Congo ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYNN FIGURE 3• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3186' `��.LtGENSF' ANG SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q' E9BE USES T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 286' ; No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G10.WOOD SHALL � �� •'� � FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL.BE � �p SA �5 6003.76 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T P . THICK AND A38. 1.28'X 3.185•X.285•MULLION %�` •.,4ORIO \ ANCHORS I04T THICKNTO METAIS L SHALL EXTEND D AT LEAST SCREW THREADS BEYOND THE MATERIAL.. SL STEEL TO BE AT 2 (1-14•VF MULLION • #10&#12 ANCHORS INTO WOOD MAYBE STEEL,IBS S.S.OR 410 S.S. A tfNN Tj y(((1E34�'.E, FL P.E.#58705 TABLE 9A ® }}��ppii Munlon0a a8. Table(ibelle) Rol Cpenln0 Width(formbe0y-apanN114 mumomm)or0pening HeIght(for horbont6Gy-spamil g ml@em) Rt 7��Spgr win 8001 loll 6010 50h I t001n 12DN 140N 150N 7M' 116x616 R°°I°060181 TwArms". Reotan9uter TWTdeng ReolellputeI laprm". RaolangWar limmen9 Reoteiqutx Tmplydan2. Reelen910er TWldmg9 Reetengl8er TrapMe09. ReeteOpatar TrapJfMng Reotong' Tre{�In a x.x 3. Lo�� Leong Leong Loads* Loses Leong Leong Loeaa9 Leong towns Lw6Ws Leading Leong Loses Loedag Leong Loaanp LeaMg QY �Nk1lllone Nffii d 3 E d 4t 4 S@ d 9 d d 3 S 3 d $ d $ 2 ! d d Z aM- m 42N 1700 820 1170.0 435 170.0 144 170.0 418 1780 888 1170.0 We 170.0 992 170.0 619 170,0 1118 170.0 621 163.9 1118 170.0 621 121.7 1118 1100 1 621 108.5 ills 170.0 621 88.8 1118 110.0 621 0 481n 170.0 708 170.0 524 1700 850 170.0 684 161.8 978 170.0 830 148.7 978 170,0 801 130.4 916 170.0 817 117.3 978 170.0 886 97.9 970 170.01 690 Me 978 flo.01 880 73,3 976 170,0 no 50.026 in 170.0 741 170.0 683 170.0 896 170.0 031 160.7 927 170.0 984 131.9 927 189.6 706 111.2 927 toot 899 108.5 927 168.3 698 87.0 927 158.31 896 78.4 921 1603 686 66.9 921 1683 696 (j) 8416 170.0 TOY 170.0 812 164.6 669 170.0 691 1132.5 668 169.9 683 116,0 889 141.8 8M 103.0 889 134.0 666 82.7 BOB 129.8 861 71.3 669 1288 652 88.2 889 1288 862 67.9 Bae 128.8 652 LU 0 Bob 143.2 748 153.8 034 ti9.4 148 023 820 1023 748 1170 BOB MA 748 107.8 6M 70.8 740 101.0 692 71.6 740 08.6 687 89.7 749 93.3 M3 51.2 746 83.3 683 44.8 740 93.3 583 m ~ 8 (0 M in 123.7 677 1320 678 103.1 61T 1122 868 88.4 677 100.4 650 77.3 077 91.4 646 68.7 877 66.2 639 81.0 677 61.0 694 61.9 817 77.0 628 44.2 811 70.7 629 387 B77 76.7 629 J 664 101.8 BIT 114.1 530 817 817 07.8 Big 76.9 Oil 88.3 509 07.3 017 78.3 500 59.8 817 72.8 494 50.8 Of? 68.7 409 44.8 617 81.4 483 38.4 811 83.7 482 33.6 811 63.7 402 ? d � 72 In 82.9 618 87.1 450 sot 510 743 440 33.2 618 86.2 432 51.8 618 58.8 425 48.1 818 64.2 419 41A 518 50.7 414 34A 616 49.6 408 29.0 518 45.0 405 289 618 1 45.0 1 405 late 70.5 405 73.7 406 687 486 02A 398 50.3 483 64.8 390 44.1 485 49.4 984 $9.2 400 45.3 378 38.2 485 422 374 284 405 383 387 263 465 36.6384 220 486 383 Min 063 441 88.0 381 54.3 441 61.7 370 46.6 441 60.6 372 40.8 141 45.4 360 38.2 44t 41.8 350 328 44t 383 359 27.2 441 34.9 319 23.9 441 at 348 284 441 32.7 345 Z 96 k1 42.4 3M 43.8 *A 30.4 332 37.0 288 30.3 332 323 284 286 332 28.8 280 23.6 332 28.1 278 21.2 332 21.1 272 17.7 332 20 706 163 332 19.8 262 183 332 at1 280 C r r 4 gain �1.1 281 3jPS 20 211 291• 30 25.0 291 28.4 2M 21.9 201 26.6 248 19.4 291 21.3 244 V.6 291 19.5 241 14.6 211 17.4 298 12.6 281 16.9 232 • 1 230 25.1 2M 216 230 201 2A 17.6 230 18.3 201 16.4 230 18.2 188 111 b 218 a1y•1y' 18.9 218 18.4 194 t8.2 218 18.8 191 14.1 218 14.0 too 1 187 2 170 14.9 18'1 16.3 to x N • • •••••• Q O 0 • T L �• •• • •••••• ••••• •• • AnohorCe oily Table 018 ANCHOR i RSTMENTFORMULA - ' • • 8uwm • 27koonowle 3AkCaro. CMU FtOenpdU PTMbod L'aw (DP.)XC ,=ANCHORCAP.- • • • • ••• Sir Elm 114.88 Elco Sir mm 174.88 Eke 010 Seel 012 Sleet 0128W MULLION CAP.,,„„m, •• ••• Anelror W. 31fr Eft Uftsm Im Eboulum n 3111Elcoulf"d1 iM'tToe l2lw4on • In9ho�COp Patteme • tJawoon Apglecala 1668°6' AggreOetor 88.186(Oa)$0701(35) Saww(06) USE THIS FORMULA TO OBTAIN THE"ANCHOR E6ge 1Nelerroe 1 2-fM f' 2-11W 3•tre• r 2-tm 1• 2-112' r 3.178• 2• 0.46• o.6a• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN *ease* •• Ew t-314' 1.64• I-3W r 1-1w I-tw 1414• 14M 1-till, 1.114• r 1x76' 1.318' t9des ACTUAL PRESSURE REQUIREMENT FOR THE -11 Anobae 404.11 Min.00.1 SWAudarOlsel pip(Fro.t}: 390 ma 300133 450 ma MOM 1644 ms 270 ms 280 ms 740 ma 374 tae 604 me 948 me 341 ma 442 ms 560 as OPENING,WHEN IT IS LOWER THAN THE MULLION troveLir Ph o.0. a 06aep pip .2): 466 ms Tao ms WA WA WA WA 3M ms WA WA NIA WA WA M2 ma M5 ms 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED ®3`6ml.0.c.l(2)24 tatt>pe/ 7 Mon BM on, lmoma low Ws 640 me 680 me WA ?$o 11's 148 as BM be 1892tbs 02 les, 885 ms 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arohae 110.64'M01. .100`Ahw.( .4 NA WA WA WA 1101 WA WA WA WA WA WA WA WA WA 950 me CAPACITY WHICH MAY BE USED TO QUALIFY • t lgotW I F-ap(Fig 5p lta 933 195 ma 225 ms as ms 622 ma 135 rA tea ma tome 370 ft 187189 392 ma 413IDs no ms 221 lea 250 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Armirom6Qt.t6.60a0AJF1Mft. 240338 350IUs WA WA WA WA 190339 t8A WA WA WA WA 341 ma 442 ma 650 me ANCHOR CAPACITY TABLE. RODtKT1iBY138D � YmB trhb Ibg Florida FIGURE 1: FIGURE 2: TABLE NOTES 1.260' • • • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • . ) OP70-tlN Cmxro1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Lt11I1f7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN A7 1i1 FIGURE 3: �� X01•• �!( �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260 ti��•A�r•''\,\GENSF'•.F.Q BE USED CLIP T SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS AFF. Fo 0SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 77 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND : FIGURE 4: FIGURE 6: FIGURE GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL •100 •;� �(I 1 rj::W BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •• S ATE b�J . 6083.76 AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ��'��'••F•!ORtOP,.•'G\� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12G THICK AND A38.ALL 1.28'X 3.26'X.100 O ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION X11aS'/ NAi A10&#12 ANCHORS INTO WOOD MAYBE STEEL,16-8 S.S.OR 410 S.S. A.LYI`4A)MMA12,P.E. FL P.E.O 68705 TABLE 10A Mugton CepecltY Table pbs OpentngVAd91(tervedic*speroftmt0ons)orOpeningHslght(fO+hadzol2eAyspelodlgm10taL9) 4r a+ 69b 6014 TO in 801 901 1001 120In 1/Ob 1601 1$6X3.28 Rettengdu Trap7h s. Rede4grdm Trsp/rftV. Redmrguier TrepRrinp. Reetargprlr Tmordang. RadangWsr Treplfdong. Radangofar Trep 12840. Redengolar Troprf44ng. R4ctenpitar Treyfdang. Reclmpder Trsp/etma nH X.824 Lcsft Loading Leed9p LoeCu• 403200 Loading leading Loading Loadmp Leedmg Loedag lo4dhp Loe1g 4.88400 Loedlg LovdOg leadbp Loe48• Murton t a a �� 11 1 11 1 u a 11 11 a I a I a a I N V t) U U t/ V U V V V U U t) $ m 421 110.0 620 170.0 436 1170.0 744 170.0 478 1170.0 668 06.0 606 INA 992 IWO 610 176.0 Itis 110.0 621 1170.01 1244 103 521 110.0 1468 IN.0 621 INA ins 170.0 621 1711.0 +997 +M.O 621 481 INA 708 170.0 624 170.0 1160 170.0 684 170.0 992 170.0 630 110.0 t133 110.0 681 INA 1276 170.0 877 170.0 1417 170.0 660 170.0 1700 170.0 680 189.7 1919 INA NO 148.6 1976 170.8 680 W 64626 in INA 70. 170.0 683 170.0 096 110.0 831 170.0 1016 170.0 684 170.0 1196 110.0 723 INA 1346 170.0 147 170.0 1491 110.0 166 170.0 1783 170.0 766 1626 /871 110.0 766 133.6 1811 170.0 766 fO Ella 170.0 797 170.0 612 170.0 666 1740 691 170.0 1116 170.0 754 1740 1276 170.0 803 11'0.0 1434 170.0 837 1711.0 1691 170.0' 066 166.4 1769 110.0 661 134.1 1769 170.0 881 117.3 1769 170.0 881 W tri SO In 110.0 ON 170.0 701 170.0 1083 170.0 797 170.0 1240 IT0.0 878 170.8 Hit INA 90 161.1 Sit INA 996 146.0 1611 170.0 1033 120.0 1611 170.0 1063 103.6 1611 1740 1063 911.6 Nil 170.0 1083 631n 1140 pap 110.0 746 INA 1118 170.0 860 170.0 1302 110.0 940 168.6 1370 110.0 1016 1392 1370 170.0 7010 126.3 1370 164.0 1092 MA 1370 166.8 1012 89.6 1370 165.3 1010 78.3 1370 166.3 1070 j 6013 170.0 974 110.0 769 INA 1169 110.0 903 166.0 1248 170.0 IWti 138.2 1246 168.8 1013 121.1 1248 141.1 1000 108.0 1248 BOO 999 00.8 1248 130.4 970 77.0 1248 129.0 976 Set 1246 129.0 976 3E 441 167.8 ION 110.0 ON 1393 1049 160.2 892 118.9 1619 Ux.1 816 108.9 1049 119.1 BW 992 1039 t09.T 848 9t.p 1019 107.7 838 89.9 1049 94.9 826 693 1019 811 �0 b24 1619 81.1 820 761 142.7 941 149.1 822 1183 911 126.0 606 101.9 ell 1112 791 802 041 100.0 777 78.3 941 91] 766 71.4 941 051 767 69.5 041 77.6 744 61.0 941 74.0 131 44.8 Sit 73.3 738 : z aIain 1320 881 1373•H9 INO 894 116.9 ?at 013 091 102.4 753 82.6 801 91.9 140 13.3 894 81.1 130 66.0 893 U3 721 BSA 894 147 707 47.1 ON 67.0 701 41.3 ON 68.1 698 • Wln •863 871 71.8 BI 74.9 686 81.1 871 86.3 676 69.7 871 68.2 686 47.7 871 b29 668 430 671 18.0 661 363 871 43.1 639 10.7 871 39.7 637 283 871 373 628 d p j8% •/0.11 no 72.8 627 68.0 590 0.4 648 60.6 590 633 609 44.3 690 47.6 SM 393 620 43A 494 10.4 690 39.6 488 29.5 690 34.7 477 N2 690 31.6 469 22.1 690 293 404 � x � 000333 p 1081 49.1 466 Wj 491 41A %3?j 36.6 466 37.1 408 A506402 273 466 291 396 24.9 466 21.1 391 20.7 468 23.6 382 17.8 488 21.2 376 16.6 488 18.9 370 Cn C4 n 46.8 441 �.l 38.2 32.7 441 34.1 387 302 26A 411 272 376 229 N1 22.9 372 19.1 441 21.6 353 16.4 441 16.9 356 14.3 441 113 361 V) NjROIn38.3381 N4 302 76.6 918 26.8 334 3x9 20.1 318 21.3 326 10.1 379 19.6 321 16.1 3T8 16.7 314 ''TT X N • .0 282 1. 2 17-6 16.0 262 16.3 238 (..) cl d p O 1111• 1111 i 7117•• �ki.0 1l46LE010B ANCHOR CAPACITY ADJUSTMENT FORMULA:asses tYlr •• • 0000 AnchorCepacity Table([be) ANCHOR CAP.,K•,,,, '3 • • • - i- dAir 179 COMM 3.6kCam. HOOMCMU FMdCMN PT Wood MEld (DF„)X( )aANCHORCAP.,,, •0.001 1pt6•Eno WSSElc6'16•Elco u4•SaEito ONSlad OizBted nt28tee1 MULLIONCAP.,,p,,,,,, • Ancho•C6ppettems• Anthalype ounroem us•lxounraon uarecon ats•EtcouOmem v4•Ekotnbeton AW000tor Mum AgWWOOr scnsw(G5)scra pm stmw(c45) USE THIS FORMULA TO OBTAIN THE ANCHOR Eft alstwee 2.1/1 1• 2-Ur 3418• 1. 2-vr r 2-vr r 319• r 0.40• 0.54• 0.324• CAPACITY REQU[RED'CORRESPONDINOTOAN 000000 •• Em t-l4• I-sw 1-741 r 1.14• 1-v4• 1-14• 1-114• 1-114• 1.14• r 144 i-vir 1mns9 ACTUAL PRESSURE REQUIREMENT FOR THE 2 ha6@47G 604 /81 310•@1 COp 1117 39080 460 m1 OW O0 1544170 270.9 28046 ON MRS 3740s 0.0 mms 311 RA 442109 No 110 OPENING,WHEN IT IS LOWER THAN THE MULLION 6a6®I.w min O.0. 8 01881)436 g. NO R0 NIA ILIA NIA NM 390 m0 NIA IUA ILIA WA IRA (82ON BRIMS 1120M CAPACITY(FROM THE TABLE)OF THE SELECTED •••N•n•gd@3•Mb.O.C.f(2)21 lglCilplt 78000 680 ms 166090 7608 Hos 640ms 680 ms II/A 7O1b6 Mrs BOO ms 1692 m4 682101 885 Its 1120b MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amh%1@0.83.4.01.CBOT•t•pWe2.100'A1m.1F104) WA NIA NIA IUA IIIA WA IUA NIA IRA NIA IUA IUA IIA IUA 95000 CAPACITY WHICH MAY BE USED TO QUALIFY 1 IprlF-03 294 i96ms 10500 ?1501 44506 822 ms I 13501 /411 m1 in smits 187 m1 332 ms 90 17o0s 221110 280 no ADDITIONAL ANCHOR OPTIONS FROM THE DUCE REVISED 2 AOcirds @ 1.16•!.02 O.C1 F g.6T ?A5 R» 370 m6 tUA tUA HIM NIA 190 m9 111.0 IUA NM IIA tUA 3!1101 442 ma b60 RB ANCHOR CAPACITY TABLE. I'wM the Pkdde NO O FIGURE 1: FiGURE 2• TABLE NOTES: 1.260• 086 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION i adaProdeuC0rHr0 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11{71111/ 1111 -0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�` pNY N FIGURES: ``��•4(CENsF'.. � ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFS 3280• Q CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL 024, 7} / �•� �.S I(!` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE ' Q •• STATE OF W03-T6 AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND �� F(ORipP,.•'C9�`� OW THICK(18 GAUGE)STRUCTURAL STEEL TO BE AT LEAST AW THICK AND A38.ALL / Sp� .. .. • ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.26•X.624 //�/�O►�f/�� 11 • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNNI r 111L� "%P"IE. FL P.E.#58706 TABLE 111Lp`$ Hanlon Capacity Table BbMt') ldaf Opettbtg W dth(dorvedicaly4pardag mddions)crop uing Height(axlltalzolte9yspamltg moons) 6081 601. 70% 1 6 "in 1001. ' 120 to 140in 189M ySfj' p�(�4j11 p 116%3,94 Reatmgdm Tre a&". Rectergaim T.PRdelg. ReNengdm Tfw mg. th-t-wlm Tm9dm9. RKWMuer TWdtny. Reclogolw Trap/Idmg. Regmgidm TnlJldano. R9UBnpalBr TrepTdro9. Wclmgdm Rep1li.W q$ %.924 L-ft Laaft LotdBg Laadm9 took* Loedto9 LoftLox Loe&4 I..% L-10no Loft Lom2g LOS&I Lood89 L-ft LoMMO Lasdit 2! YYY1j Mullionoil 42in 170.0 620 170.0 435 170.0 744 170.0 470 170.0 889 110.0 606 170.0 982 170.0 619 110.0 1119 170.0 621 170.0 1240 170.0 621 170.0 1489 170.0 621 170.51 1736 170.0 621 170.0 1983 110.0 521 4910 110.0 708 110.0 624 170.0 650 110.0 684 170.0 992 170.0 830 170.0 1133 170.0 Slit 170.0 1276 170.0 677 110.0 1417 170.6 660 170.0 1189 170.0 600 170.0 1983 170.0 680 110.0 2287 170.0 889 LLLLLL711 60.625 In 170.0 741 110.0 663 170.0 896 178-0 631 170.0 1019 170.0 894 170.0 1195 170.0 M3 170.0 1346 170.0 747 170.0 1494 770.0. 769 1780 1793 110.0 766 110.0 2092 Me 768 110.0 2391 170.0 768 w 641n 170.0 797 170.0 812 110.0 966 110.0 691 170.0 1116 170.0 764 170.0 1275 INA 803 170.0 1434 170.0 837 170.0 1685 170.0 858 170.0 1813 Me 861 170.0 2231 170.0 Of 160.2 2403 110.0 891 601. 170.0 896 170.0 701 170.0 1063 INA 797 170.0 1240 Me 919 170.0 1417 170A SM 1T0.0 1694 170.0 998 110.0 111 170.0, 1033 178-0 2126 170.0 1893 149.3 2163 170.0 1063 129.8 2163 110.0 1083 � � (D j 6310 170.0 930 170.0 146 Me 1116 110.0 660 170.0 1302 170.0 840 170.0 1488 110.0 1016 110.0 1613 110.0 1076 170.0 loss 170.0 1122 168.9 2090 110.0 1169 134.6 2060 170.0 1171 111.7 2089 Me 1171 � W 8961 170.0 914 t70.0 789 170.0 Iles 170.0 903 170.0 1354 170.0 1002 110.0 1558 110.0 (086 170.0 1763 170.0 1155 INA 1916 170.0 1210 143.0 1968 170.0 1276 122.6 1966 170.0 1289 101.2 1966 110.0 1786 Z co 72 In 110.0 1083 170.0 978 Me 1216 170.0 1009 170.0 1488 170.0 1126 1780 1700 170.0 1228 SCI 1734 170.0 1316 139.1 tM 169.8 1896 1ise 1731 166.9 111" 11341 1734 160.4 1362 86.1 1131 1502 1352 70in 170.0 1122 170.0 937 170.0 1348 170.0 1080 169.5 1666 170.0 1208 141.1 1658 t652 1296 01.1 1566 MIA 1266 1171 less 141.3 1251 98.3 1668 120.3 1668 1223 1219 73.7 1658 521.2 1218 g Z 7610 110.0 1161 170.0 W 170.0 1301 110.0 1116 Me 1417 169.3 1246 136.4 1417 162.0 1224 1212 1477 139.1 1208 109.1 1477 129.6 1191 90.9 14rr 116.8 UIT 110.8 1168 602 1477 1892 1160 • 891n 012.0 1110 t� 110A 11 173. 986 t0i.5 Me 101.9 061 1311] 06.3 836 10.8 1110 89.6 022 11.0 1110 80.7 810 69.2 1110 71.3 1110 66.6 US 89.4 1110 62.1 910111.0 876 120.3 872 97,6 9TH IN.$ Bab 83.6 976 86.3 002 78.6 620 66.0 976 71.2 817 68.5 976 66A 807 48.8 976 67.4 916 623 I'M 36.8 976 49.3 167508is 52.2 JTt 89♦ 88b 711 70.7 8 6 68.7 771 81.3 T674 .4 60.9 801 46.7 111 49.0 866 41.1 771 44.9: 047 30.3 TT1 30.9 771 36.0 621 25J 711 32.4 �1 76.7 736 .9 89 63.1 731! 65.0 890 65.1 730 66.3 40.9 831 42.1 730 15.0 622 37.9 730 41.1 6M 311 730 89.5 730 31.9 609 23.7 730 29b 681 0201n 89.9 624 61• 669 499 SM V1, W 42.8 624 44.3 39.2 644 33.3 624 36.3 637 38-0 624 32.2 631 26.0 624 27.7 4 624 241 609 18.7 624 22.6 W1 ttX� V) U) • ti 7 433 28.9 433 .4 3 24.9 433 25A 22.4 386 19.3 133 20.0 381 17.3 433 182 378 (,) n! Q O o • • • • • a � o WLEM 1 3 ANCHOR CAPACITY ADJUSTMENT FORMULA'wooge - •• • 0000 AnchorCepactly Table Ps) MULLIOANCHOR CAP.c,••, � • • • 8081,1010, a 2.Ik Caedde 3.6kcm. Noun CMU _ Filed CUO PTIVWd Mold (DP_)Xt )=ANCHORCAP.- •••••• H1C Elco 114•SS BC6 8976•Exo yr 89 BCo 0106W #1261601 #12 SIC01 N CAP.,K•,,,m, • AneheaCl1/Patteme• 316•BroUOreem v4•EkoUAracm umman TIVMto111Ueem va•EICOUamem AggeGOor UBIeOm AllpGaettor scretr(e8)ScwP6) ScAMP15) USE THIS FORMULA TO OBTAIN THE'ANCHOR EAgo 11114=6 0 1' 2-vr t• 2.1rr a1B• r 2-vr 1• 2-trr r 3•tre• r ow• 0.64• 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN •••••• •• Emt6oAF3• •a4 1#r lsra 1 3 a x i-ve +-v4 f•va i-vr 1 v4 1-frr r 1.3v f- tease ACTUAL PRESSURE REQUIREMENT FOR THE 894.714 LBn l or O�et mp 28.1) mms 8902! 450 on 890 1 2e 27009 290 a6 354 to 140198 374 a6 661 Me 90686 34109 442 10 66O He OPENING,WHEN IT IS LOWER THAN THE MULLION 6Ar rm0t.t6•Ltlno.c.131600.0poet) ms nolle IVA IVA NIA IIIA 3002s NIA IVA IVA IUA IeA 69226 8832! 112928 CAPACITY(FROM THE TABLE)OF THE SELECTED •••NMd•6r989SM2.O.C.r(!J lacnatl ) M 78920 690 Me 16B72S 1889a6 5M ms 5692s NIA MRS 7482s 88028 169296 6822s 89528 1121 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AT MB®0.60"MIn.a10N•ipaVao.100•AN9n ft 4) NIA NIA IUA IVA NIA IIIA IUA INA IUA IUA IUA IVA NIA IUA 1289 28 CAPACITY WHICH MAY BE USED TO QUALIFY 1 10IF-M0(Rg.6y 19529 19510 22629 44628 SMA 13628 1;028 17796 37010! t87roe 33224 47396 170 we 2212! 28096 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBVISBD 289x066891.16'Un.O.0/FCOP 09 240 a6 3602! IIIA IVA IVA NW 19028 IUA IVA 147.0 WA IUA 30129 4422; .5802! ANCHOR CAPACITY TABLE. mcO1M>f• whhtLe Flollde BaadItlBOode t2ff A4xeplallrONo �d FIGURE I: FIGURE 2: on r� TABLE NOTES: • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION and a Pro Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ``11111 1 1107ttr1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURES NS, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. Y ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �' 68705CLIP _ BE USEDST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. / No. IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 'O'f ^ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL r E 15; �` FIGURE 4: FIGURE 6: FIGURE 8: ate., ,4F ATE O� �� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4• (0800,,.•' • 8063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '��S ......... ` .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A38.ALLj�J��.. �� i s • ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /t+I t [Ill' 1 • #10 S 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 116•X3u94ION.624• A.LYNN MILLER,P.E. FL P.E.#58705 TABLE12A Murton Capacity Table s782 Opening Ultdth(iora919cakopm76rg mWlons)orOpening Netght(tor IlotizantWopal111na md6ons) 8014 8013 TO In so to 901n 100in 12014 14014 ISOM Reotea0otar Tri401e09. Ra4t3rypOv TrelVtdang. Reomnguty 7tey7Tdan9. Reetengtly 4egT0eng. Renten90fer TlepRdvg. I�et�gl/ar IlapTdvg. R-tmoft UgYixv9• Raetvpuly TrayTT- Rivguiv 4ap116an9• kT� g yrs 2x4x.25 Loaft +�a'Loean9 Loaft L-ft loadhg Loaft Los" Loaft Loaft Loaft loadno L4aft L-ft Loulm Loa" Loadaft Loadln9 QYn $ Alum.Tub 1 � 1 + 1 11 11 z4291 t".O 820 170.0 438 170.0 744 170.0 478 17xO 888 1700 608 170.0 982 170.0 819 170.0 1118 170.0 821 1700 INS 170.0 521 170.0 1489 170.0 521 170.0 1733 170.0 0F24. 0 621 J 48In 1700 708 170.0 624 170.0 NO 170.0 694 170.0[12. 170.0 830 170.0 1133 170.0 861 1700 1278 170.0 877 1700 1417 170.0 880 170.0 1700 170.0 880 170.0 1883 170.0 .0 680 50.026In 1700 747 170.0 083 170.0 898 170.0 831 1700 170.0 684 170.0 1193 170.0 723 1700 ISO 170.0 747 170.0 1494 470.0 788 170.0 1703 'TOA 7611 170.0 2092 170.0 .0 768G D' (�5410 170.0 787 170.0 612 170.0 ON 170.0 891 170.0 170.0 754 170.0 1276 170.0 801 1700 1434 170.0 037 170.0 1804 170.0 896 170.0 1913 170.0 eat170.0 231 170.00 .0 881 W8014 170.0 888 170.0 701 1700 1063 170.0 797 170.0 170.0 878 170.0 1417 1700 9N t700 1684 170.0 980 170.0 1771 ,170.0 1033 170.0 2t28 170.0 1063 170.0 2478 170.0 .110 1063m8314 170.0 930 1700 746 170.0 1118 170.0 880 170.0 170.0 940 1700 1488 1700 1015 170.0 1673 170.0 111" 170.0 1889 170.0 1122 170.0 7231 170.0 1169 168.7 2133 1700A .0 1171 g 00 In 170.0 974 170.0 789 170.0 1188 170.0 000 170.0 170.0 1002 170.0 100 170.0 1086 1700 1763 1700 t163 170.0 1848 170.0 1210 170.0 338 170.0 1275 161.9 2437 170.0 1288 132.9 .0 1288 7291 170.0 1083 170.0 878 170.0 1276 170.0 1009 170.0 1408 170.0 1128170.0 1700 1700 1226 1700 1913 1700 1316 170.0 2126 170.0 1387 145.6 2184 170.0 1489 124.8 2184 170.0 163 1002 2184 170.0 11{30 Z 7891 170.0 1t22 170.0 937 170.0 1348 170.0 1080 170.0 1610 170.0 1209 1700 1794 170.0 1302 186.1 1980 170.0 N21 149.8 1980 170.0 1006 123.8 1980 181.8 1618 108.1 1980 1640 1636 920 1986 162.7 1631 Z 70 in 170.0 1180 170. 4907 170.0 1381 170.0 1118 170.0 toll 170.0 1280 IVA ISO 170.0 1369 152.7 1881 170.0 1471 137.4 1861 183.1 1600 1140 1981 117.8 N73 982 1881 139.8 1469 0&0 1881 137.0 1464 � -j �-• i 9091 170.0 4 149.1 1 1219 IVA 1396 138.0 1108 111.8 1398 121.3 1179 99.4 1898 t102 1192 89.5 1398 101.6 1147 74.5 1388 89.8 1122 630 1398 SLY 1105 860 1398 780 1098 i 147.4 1220 151.6 1098 121.9 � 27.8 078 105.3 1219 1112 1061 92. 1220 0&9 1044 81.9 1228 814 1028 73.7 1228 82.4 1018 01.4 1220 72.2 993 62.7 1229 O.8 977 46.1 '23 42.1 ABT i t7 10840 108.6 971 0.6 410@ 86.3 971 89.0 602 T4.0 971 772 649 84.7 071 66.4 837 67.8 e71 81.8 828 8/A 971 68.6 816 43.1 971 49.0 798 37.0 071 44.0 782 32.4 971 40.6 771 d3 • 52 11114 86.4 918 07.3 79.5 9 81.9 910 66.1 910 70.9 608 5 9 820 794 43.0 910 58.7 7e4 47.7 818 51.8 774 39.7 919 40.8 788 34.1 919 402 742 280 918 37.1 782 to X 12014 160 786 *0 its 620 40 0.0 703 630 786 660 886 47.2 788 49A 086 41.9 786 44.4 077 37.7 786 406 866 31.5 786 340 843 27.0 788 31.0 841 230 788 2&4 831 � x OA N 0 N4861 43J 818 4921 601 36.4 64� 37.E 496 31.2 618 Sf.B 491 27.3 618 32 488 24.9 NO 209 478 21.8 648 22.9 474 1&2 648 /8A 484 16.8 848 172 466 13.7 618 16.6 449 („) N Q O 0 T Lam® •• • ;00;00 ANCHOR CAPACITY ADJUSTMENT FORMULA a AnOhorCe N Table Obs) z ��t ANCHOR CAP. " a7zoa lua a.azcxne. Nmazatu 1�teacl4u PT Meta (DP_)X� )=ANCHOR CAP•,, • MuLU IN CAP.. �, atB Oco v4•BS Em &ic'Emo vd•S9 pco stosleet sl2ateel st28leet ••14AERdCUp Pamms • Acwo •i6•EtcoU61am ur emouamem unwon 8016•Elco u03cm v4•etcoumOcoO � ttlbvae AgpeWor 8tMw(05)ectea(cM 6cfcw(cu) USE THIS FORMULA TO OBTAIN THE"ANCHOR • • • E •N 2-VZ r 2-vr 3.118' r 2-vr r 2-ur r 3.1x6 r 0.4r &W e.3zr CAPACITY REQUIRED"CORRESPONDING TO AN 1814' t.N4 iaf4• 1sr4' r t-I4' 1-I4• t-I4• 1-114• INC 1-170 r isle• Carr 12498 ACTUAL PRESSURE REQUIREMENT FOR THE 390 bs 4E0 Ora 89066 16Nba 270.9 280 ms 364 ba 740Ibe 3741oa 664 918 bs 3419s d42019 !soma OPENING,WHEN IT 13 LOWER THAN THE MULLION 4pecnas®2.66•MIno.C4s cbs 740 M6 63Dbs /465 ma 1424 era IUA 86006 Nm 09SMS IVA =s IRA Mths 863 ma 112Dma CAPACITY(FROM7HETABLE)OFTHE3ELECTED Amtvs 1.71•MtnO.C./slaMam(a088(0018 76886 194806 Nm II/A 7081Da N/A 7981D4 NW IRA IRA t0YLI0a 1327108 19e0ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 603M14.O.C.! ArgbC2paQUALIFY I 6) ism 7 sl'Obs I=Its 1696tts 560 on rim 760ItS 748ba 86006 lmtbs �ba seams moms CAPAtONALACITY ICHMAYBEIISEUTOMTHE sAnet6e®340 / At 19CVSIV q 1170ws 117Dbs tOmOba 34D66 28U Me a 800 ma IUA 1140108 tt22bs 19ROt0a 2899ma 101210a 1321 ma 1880013 ADD ITtONALANCHOROPTIONSFROMTFiE 3Arcrom®t.34'Mm.O.C./U•C ,hft.12M AWm(FIG 7Z IUA WA nm IYA Ii/A 1UA !VA Nm !UA NIA 10A !RA NIA IYA 073 ANCHOR CAPACITY TABLE SAMbn0O.W1.1h O.C./U-CUP,mto.126-Alam.ffl9.8) IIA 14% IIA IYA N/A 1UA WA 11/A WA TA IVA IRA Nm IYA 21 ba Rs P714b777C10'aR8Y138D 2Anchw®266.6Un0.C1F•CIp(R9% =era 37006 3i5W3 1 743 me 712 ma IMA I 28D ma NIA 3l61Ds Ilm 4dD 018 NIA 341 era 442 Its Me 10 BOgdIpg Q04p d6 3Amtom 0 1It-Mm.O.C.1 F.061 ft.107 400 1 62bma MtM 1 973 me I IIIA I IMA I 306 rA I 11/A I Wito I IUA I IVA I A 611619 664 ma 640 Its AompNtmeNo ��O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. !.4/ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' 101111 a Prednn 1 • • • • • • • TABLE NOTES: 11111 t I t 1111/ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� pC1 174( • • • • • GENERAL INSTALLATION METHODS. ':�'` .•'�IGENSF '•.FAQ FIGURE S' FIGURE 6: 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 2 �r '+: No.58705 ENSIONS,SEE TS 21-23.HOLES TO BE • • • • • • • • • • LOCATIONS.THE FIELD FO3)MULLION LLOWING DIMENSIONAL RESTRICTIONS MULLION CLIP$SHOWN SHOWN ON SHEETNOT TO SCALE.FOR S S 21-3.FIGURES SHOW SUGGESTED,APPROXIMATE HOE 2 - LC IN tSAT�Or � - kJ. FIGURE 7: F10URE 8 FIGURER FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT •.,F10110P•' • o o • • (FIGURES 5&8) (CMU)SHALL CONFORM TO ASTM C-N0.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.65. i"s ""'. �� o o MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.120'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THIgC(18 2 X 4'X 2c MULLION �//S ��1dN ,,' 1 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYA'1WLER,P.E. • •• • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18 8 S.S.OR 410 3.S. FL P.E.#58706 TABLE 13A Mullion Capacity Table 9.012 loll Opening Width(for veW8CeIy44perrling nnN0n9)or Opening He ht(for ilodmrteY Venting nlAcnai 55In 6069 701n 60N In 10010 1201n Min 180170 Reclangoier UeprTrlang. Reefangutar Irmp/Malgt. Rectangular WaW tV.I Ractangder 71a0ftro. Reotansaff TfwmwB• Racleag lar Mgff emo, Reotengular TrWffd9• ReelmyiWm I Tralinlang. Rectangular I Tra7fMang. 2x6x.25 Lwft Lwft Loading Loam Loaft Loaft Lcaft Loediag L-ditp Loading Loadng Loaft Lceft Lowe Loaft Loaft Loaft Lending P 4 Alum.Tube Muluton 42 In 170.0 egg /70.11 435 t70.0744 170.0 478 170.0 eye Me 555 170.0 692 170.01 619 170.0 Ills 170.0 RI 1170.0 1240 170.0 521 170.0 108 170.0 691 170.0 1755 170.0 521 170.0 IM 170.0 1 521 O 4601 170.0 708 170.0 azo 170.0 850 170.0 SM 170.0 692 170.0 030 170.11 1133 170.11 est 170.11 1275 nae en /10.11 1417 170.0 ego 110.0 17011 170.11 eso 170.0 fees 110.11 ego 170.0 22e7 1411.11 680 z 55a5m 170.0 747 17o.0 553 Ins eM 170.0 531 J70.0 1048 170.11 694 170.0 1/69 110.0 723 170.0 13" 170.0 747 170.0 1494 170.0 750 170.0 17103 170.0 7010 110.0 2092 VIA 756 170A 2391 170.0 756 g � Mtn 170.0 707 170.0 eel 170.0 9M 170.11 691 Imo ills 170.0 769 110.0 1275 170.6 M3 170.0 1424 170.0 697 170.0 1694 170.0 M8 V0.0 ISO 170.0 get 170.0 2231 170.0 861 17110 Ms0 170.0 M/ m o 6019 170.0 8e5 1100 701 170.0 11169 140.0 T97 170.0 1240 170.0 eta 170.0 1417 1100 044 170.0 1504 170.0 See t70.0 1771 .170.0 1033 700.0 2125 Imo IoM 170.0 2479 170.0 1083 Imo 2833 170.0 toes 031n 170.0 930 170.0 746 170.0 1118 170.0 a50 170.0 1502 170.0 940 170.0 14M Me 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 7231 170.0 1169 110.0 2803 170.0 1171 170A 2970. 170.0 1171 � 5561 170.0 874 170.0 769 170.0 1169 Imo 003 170.0 1364 170.0 1692 t70.0 16M 1100 3088 170.0 1753 170.0 1155 /100 MS MC 1210 170.0 2338 1710 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z �� • �' 72 in 170.0 1053 170.0 878 170.0 1275 170.0 1009 170.0 1408 170.0 1128 170.0 1700 1100 1228 1100 1813 170.0 1315 170.02125 00.0 1387 170.0 2550 170.0 USS 170.0 6975 170.0 1695 1100 3400 1".0 1590 r3 7001 170.0 1122 170.0 937 170.0 1318 170.0 1880 170.0 1670 170.0 1209 170.0 1769 170.0 1372 1-0 2018 170.0 1425r148.3 2243 170.0 1505 170.0 7.692 1100 1628 170.0 3140 170.0 1694 1100 3589 170.0 1704 j N ,Z 781n 170.0 1161 170.0 997 1710 1381 170.0 1116 170.0 1811 170.0 /269 170.0 1812 ROA 1369 170.0 2072 170.0 1474 2302 Imo 1604 170.0 2783 170.0 1700 170.0 3223 170.0 1777 1100 SM 170.0 1769 a 0061 1100 I32* 110!•1144 Imo 1594 170.0 1328 170.0 1859 Me 1498 170.0 2126 1100 4553 Me 2391 170.0 1703 2858 170.0 1818 170.0 3tel 1100 2125 158.0 3413 170.0 2273 1311.5 3413 570.0 7381 Q ~ O • MN 170.0 141/ 155.0 40232 170.0 STM 1j0� 1434 170.0 1888 1100 1822 170.0 2267 170.0 1704 Me 2550 Me 1992 2&13 inks 2095 late 3199 Ink0 2336 137.1 3169 189.8 2470 170.0 3189 156.1 2428 0 • • 1 170.0 1584 170.0 1 170.0 170.0 IMT 170.0 2231 170.0 1670 170.0 25x0 170.0 2078 169.8 2781 170.0 2271 2761 181.9 2333 1234 2761 110.4 2281 105.0 2781 125.0 2x14 82.7 2781 11&0 2190 • 11 1100 to* w)! 4ba 1nk0 IgM 170.0 1700 170.0 22M 1100 I= 170.0 2821 170.0 2449 151.8 2632 182.3 2245 2832 146.4 2216 II3A 8832 155.4 2169 87.6 2832 115.1 2128 80..4 Z0.# 108.3 20M X S2 S2 120In 170.0 1771 1nk0 1688 170.0 120. 170.0 1859 154.4 22x2 tests tiff 135.1 2252 141.4 1934 120.1 2252 1272 1938 2252 118.1 1816 00.1 2252 69.8 1872 772 22x2 808 1838 87.0 2269 81.4 1888 � � N � -144 In 125.1 1104 1170.0 1445 104.3 11 1420. 890 15N 01.5 MOT 782 1569 69.7 1390 69.5 1584 72.3 1373 69.8 1504 69.7 1308 82.1 1854 69.0 1330 44.7 1564 492 1300 30.1 ISM 69.4 1283 d 04 T LE 13B 0•••• •• •• ANCHOR CAPACITY ADJUSTMENT FORMULA: g ••••• •• • AnohorCa so Table s 6ubab0 2.7kCowtate 3.5kcom 119"CMU FleedCM&W PT Mata (pp")X�ANCHORCAP"""'°"�=ANCHORCAP.- ••••• •• • • aI5'Elea ve SB EW Stir Elan 140..88 Foo 010 Steel #12 steel 0112 8tea MULLION CAP.�"�" • Anoho;CUp Patte�il3 • • AnuFdir 31F Ebo IRtaoon 10.•F14o USreocn Ume¢on 9118 Eao Igtreoan tw•Ebo Uma4on A59reoew, t k. Awtvaslor seaw(05)screw(05) eaew R45) USE THIS FORMULA TO OBTAIN THE'ANCHOR •••••• Edge die 1• 2.172' 1• 2f 3.1/8• 1• 2.172• 1• 2.1/2• r - 3.118• r 0.48• 0.60 0.3z4• CAPACITY REQUIRED"CORRESPONDING TO AN • • • Em a• f-3w• 1.3x4• lard r 1414• 149- 1•ur 1•Sw• INV 14rc r taw I-W %ad" ACTUAL PRESSURE REQUIREMENT FOR THE 2 hag 4.75 Mm.oc./Standard oro0aet127(Fq.fa•7 ma 390 ma 460 ma asoma 1844 ft. 210ma 260 ms 334911 740 ft 37ams 834110. -9Wma 341 ma 442Wa SMWs OPENING,WHEN IT IS LOWER THAN THE MULLION 4.89'MOn.O a OSseO eelmn 760 ma NOW 176016! M2 ea 810 69 560 The 708 ma 1488 ma 748 ea 42n ma 1892 ma 02W 869 ma 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED 8 @ 1.71.69103.O.c orOtkeOCgg .4}: iSOM 1400 Ina 1010 ma 2555 me WA 1401 040 IN WA 1055 ms WA WA WA 1383 ma 1710W 2240 W MULLION.IT WILL YIELD A MINIMUM ANCHOR • 4 Aratlae Q T MOn O.a/R) A gle C9pe me ISO W Moms t660lbs iM W 540 ma 560 ft WA Too W 748 W 880 RA ism ft to W Meme MOW CAPACITY WHICH MAY BE USED TO QUALIFY •••06•ralwe 0 r Min.o.c./(2)2X6 Angle Cera r .6) t ma toed W ISO the 3120 ma 3792 ma IOM ma tf2o em wA 1669 16s t4M lbs 1769 9!9 3769 911 t3890a 1770Oa 22411 ma ADDtt10NAL ANCHOR OPTIONS FROM THE 12AMUM 1 jr*.A/g1•Angle CW 204.7): IBM ma 2100 ma We 376000. WA Net 1320 to WA 15M lbs WA WA WA 2MSma 28H ma 3380W ANCHOR CAPACITY TABLE. ODUCTRITYISED 4 Amhara 01.34'Mm.O. /lICBp, .125•.06970.(Flg.Bj WA WA WA WA N/A WA WA WA WA WA WA WA WA N/N 4430 ma wills ft 7o"/'�� a ftbw®0.04•MIn.O.1-1Irp,Nto.125'Akan.(I.1,4 WA WA WA WA WA N/A WA WA WA WA WA WA WA WA 2691 me h-2.00®"-•{ lie t.Ip.O 2 Arahas®4.69'Man.O.CI F•C97(FIg.10k lMIna no ma "Oma M W ISIS ma 270 W� 2M16a 369 ma 740 ma 374 It 638tba 946M 341W 442160 NOW st enches 401.7P MW.O.Cl F .117 590M 700 W 500W I-- WA WA 470169 , 093 ma WA NM WA 869 ms MS ma 1/20 FA .2 . NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A3 THE STANDARD CLIP. TABLE NOTES: ttlame Praducl Confm FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGl1RE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE •.• • • • •• • 6.0w _ • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS =yrC; No.58705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON : .�• FIGURES FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATION& _ c1 ANGLE '.b ' C rs CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FULLED A '•. SATE (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 410.WOOD SHALL BE PRESSURE-TREATED '.�.t�•'•.,PLORIOP•••f,��'' • • FlnuuuPAIRS. 6-7) YELLOW SOUTHERN PINE WITH AN SG OF O.b5.ALUMINUM SHALL BE 8(181 TS AND BE A MINSIIUM OF.126• � i4�p B THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ',�'31301�N t{\\`BE AT LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X G'X.20.' A.LYNN MILER,P.E. THREADS BEYOND THE MATERIAL#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 TABLE 14A Mullfon Capacity Table elft' Y Opening Width(forlerticeAy-sperairg mltlonB)0rt)t9anIng Height(for hodzpnleyFspeMng tmcons) Y win 8031 7010 1 N so in 100 in 120In 14010 ISO in 5t p ReWereufer I 7tapTdere. Re4lereWer I Tre6frrlare. RectsWar Trgndere. Reo"Rftr I TMWftrQ. Reetar•a1m I TrepTden9. ReotengWaz naprrdere. Re0Imt0War 7"milare. Reo14r•Wer TrepTdere. Reclsrealar Traprdmg_ *�q 1.26"x2.11' Leeare Looft Loedln8 L4eda• Loedre Laed(re load8g Loadln8 LeaeOnB Loe•re Loadire Loaddq loedln8 L4eafre Laedre Loadre Loedhg Loemre �Y xTube Mull � � � i � � � 8 m Z r 42 In 1442 828 187.D 428 120.2 628 148.8 4f8 100.0 828 138.8 414 801 626 134.6 411 80.1 628 MCI 411 721 826 134.1 411 80.1 828 134.1 411 81.8 >� t34f 411 4&1 828 134.1 411 Q W 48 in as 403 1o0o 333 8&6 403 90.7 328 69.0 403 B&4 320 6&4 4033 81.4 317 83.7 403 79.1 316 4&3 403 78.8 314 40.3 403 78.8 314 34.5 403 70.6 344 3*2 403 78.8 314 W � t�A 50.828N 823 362 81.0 301 6&6 391 78.3 299 88:8 382 71.8 289 61.6 382 673 288 40.7 362 646 284 41.2 391 '83.6 283 343 382 63.6 283 28.4 382 635 283 267 382 63.8 283 2 54 In 878 318 74.1 207 68.8 318 84.2 261 48.6 318 81.7 288 424 316 60.8 zsi 37.7 318 608 280 338 318 48.6 249 28.3 318 49.1 248 24.2 3f8 48.1 248 21.2 318 49.1 240 m p 60 In 48.5 288 53.1 218 413 268 45.7 214 36.3 268 40.7 210 30.8 268 37.2 207 27.5 288 34.8 204 24.7 250 .33.4 203 20A 258 322 201 17.7 288 322 20f 16.6 268 322 201 Lion J 03 M 427 234 4&8 200 308 736 3&1 108 3&8 234 347 182 28.7 234 31.8 189 23.7 234 28.4 188 21.4 734 28.0 184 17.8 234 2&8 183 18.3 234 28.5 183 134 230 28.a 183 g W 88 in 37.2 213 WA 183 31.0 213 337 179 28.5 213 28.6 176 232 213 27.0 173 208 213 25.1 170 18.8 213 237 189 15.8 2b 222 187 13.3 213 220 108 11.8 213 220 lee Z V7 72 to 2&e 178 30.1 165 23.8 178 26.6 182 20.4 178 22.6 148 17.8 179 20.3 147 18.9 179 18.7 144 J 78 In 24.3 181 28.4 140 20.3 181 21.8 137 17.4 781 1&0 136 162 161 17.0 133 � Z 78 In 228 162 235 133 188 162 1&9 131 16.1 162 17.5 128 r • •• j TABLE 14E0 0.0 • • • Anchor Capacity Table Obs ANCHOR CAPACITY ADJUSTMENT FORMULA QQQ X L ANCHOR CAP.",„, I • • -L A But • 2.7k Caltrate 3.6k Calc. HOBar CMU FaOtlCbm PT Wool Ltet• (DP_)X� �=ANCHOR CAP.,,, N MULLION CAP.,,,, V"6;F.,, 1!$&4 Ekd 6l/6'Eko v4•SS FJco 9106fed e129* 512eted N fV •••••• Anclror Type' 9i16•EkONlratal 174•B[51xt1aCm 9li6'Ek0U6taCOn 1!4•Ek0U188ca1 ••MtehplaCBpPeNemga Ugnrm AgB�Ior UfOaem Ag9rtc9.Or Screw(05)scrav(06) scrale(05) USETHi3FORMULATOOBTAINTHE'ANCHOR • Etlga 8 2.12 t 2.12 s 66 t• 2.1rr f 2-17r 7 9 ire 7 &48' 0.69 .224' CAPACITY REQUIRED"CORRESPONDING TO AN F= x N N • • Em 19/4 ter 1314 2- 1•u4• 1-114 1414 1-v4• 1.1141 i v4 r 1.38 1$B 1ato9 ACTUAL PRESSURE REQUIREMENT FOR THE 9�3'Mn.o.c.! 2t6Argle 15a&1O 780IDB 7BO ms 680ID4 166003 18BBm0 640 ma QBoma fvA 760 W3 ea B• tmz me 682 ms 885 m3 1430 ms OPENING,WHEN IT IS LOWER THAN THE MULLION a O O AWJM vwwCAPACITY(FROM THE TABLE)OF THE SELECTED • • • • • MULLION.IT WILL YIELD A MINIMUM ANCHOR �� ••••• •• • •••••• CAPACITY WHICH MAY BE USED TO QUALIFY • • ADDITIONAL ANCHOR OPTIONS FROM THE ••••• •• • •••• ANCHOR CAPACITY TABLE. • • • •• 1111 1111•• • • • 1111•• • 1111•• •• • 1111•• • • •• • .09. • TABLE NOTES: •••••• •••••• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I+-1288,.-.9ks compiyin8 with the Florida • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 1ail ng .01 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE D `Q FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMBVSIONS,SEE SHEETS 21-23. F-* HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118' rami Prednct CoatrO FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1j11(I 1 f ANGLE CLIP MUST BE USED IN PAIRS. SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIRGATIONS.HOLLOW AND GROUT-FILLED 11w 4CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED1t •'�tCENgF' YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.125' - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.28•X 2.11•X.1261 MMUON No.58705 LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ONTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. j 9 .S 1V ATE O)F� !V; 1"01VAL ,,G A.LY,IMILLER,P.E. FL P.E.#58706 TABLE 16A ® � Mullion Capacity Table befits Opening Width(for ver0ca6yapenriro millions)or Opening Height(for hwI;wcte0y-6par99tg mUUorw) Y~td 50 in 60 in 7010 801n 901n too In /201n NO In too in d1 Frioten9oler 1"ffidm•. RmtetgUm TmpRdeng. Reotmgder TreplMang. Rmtualu ThommB• Rmlattgulat TtapRd•g. Rentmgder Tn14Tdeng. ReeteOgWer Ttaptrdetg. Reewww T08Y01atg. Reot•tgutar Trep/rdm9. 8,28"30 Load09 Loedr• LeaMt9 Lead09 Loading LM&M Lead" Loadttg Loadtn8 toadtg Load09 LoeFn9 Lowing Leadtm Loadn9 Loaft LeednB Lwft &Y 81 BAYMULL to N Q � 4213 170.0 020 170.0 433 170.0 744 170.0 478 170.0 666 170.8 666 170.0 992 170.0 618 170.0 1116 170.0 621 170.0 1240 •170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 621 149.1 1740 170.0 621 3 w 46In 110.0 708 170.0 524 170.0 860 170.0 664 170.0 892 170.0 630 170.0 1133 170.0 ON 110.0 1276 170.0 an 170.0 1417 170.0 6110 1622 1622 170.0 ON 190.6 162E 170.0 880 1142 1622 170.0 880 60.82810 170.0 747 170.0 683 170.0 898 110.0 831 170.0 1010 170.0 684 170.0 11116 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 756 1368 1443 170.0 758 117.3 1443 170.0 766 102.6 1443 170.0 768 LU Q 61b 170.0 79r 170.0 612 170.0 ON 170.0 881 170.0 1116 170.0 764 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 ISO 170.0 868 120.3 1363 170.0 881 103.1 1333 170.0 881 00.2 1363 170.0 881 � ~ BON 170.0 885 170.0 701 170.0 1083 170.0 707 167.0 1218 170.0 OTB 148.1 1218 170.0 044 129.0 1218 159.6 836 1f8.9 12t8 1621 924 97.4 1218 140.1 913 Me 1218 148.1 813 73.1 1218 14&1 813 8301 170.0 830 17&0 746 170.0 1118 17&0 860 160.2 1160 16" 833 131.4 1180 183.0 814 11&8 1160 141.8 888 106.1 1160 13{.2 886 87.8 1160 128.7 art 75.1 1180 1282 870 s.7 1160 1282 870 W ro so In 170.0 974 170.0 789 162.4 1018 1869 881 13.0.0 1048 148.8 884 114.3 1018 138.1 10(.8 1048 123.4 839 81.4 1008 118.0 630 782 1016 108.4 821 83.3 1018 1082 818 b7.1 1048 f0&2 818 z , 7210 110.8 880 147.9 764 117.4 880 128.0 740 100.8 880 110.0 734 0&0 880 100.0 722 702 880 820 712 70.4 880 AS 703 66.7 860 702 443 802 880 78.6 888 "0 880 78.4 888 � 781n 119.7 780 12&1 680 88.8 780 106.4 8T8 86b 700 03.3 683 74.8 700 8&0 882 00.6 780 78.9 $43 59.9 M 71.7 838 49.8 790 85.1 824 44.8 790 821 818 VA 780 81.5 817 � d e- �• 7610 110.6 76% 11&%JI67 923 750 96.1 844 78.1 760 88.0 832 68.2 760 77.1 021 81.5 760 70.6 812 68.4 7W 60.7 003 402 760 69.4 644 38.8 760 W.2 688 349 780 65.6 we • gob 72.1 68� .4 66 80.1 683 S. 491 61.5 683 549 483 4&1 93 489 476 40.1 683 44.4 488 9&1 683 40.9 462 30.0 683 9&2 452 25.8 803 38.3 448 229 603 31.0 442 • �� 0&1 405 61.1 443 40.3 083 61.6 435 424 495 44.0 427 37.1 405 30.0 421 33.0 495 Al 415 20.7 483 332 408 24.8 495 28.1 4W 21.2 444 26.8 394 1&8 495 25.0 390 � � • 106b 41.7 39L 4j.% 34.8 36.8 348 20.8 391 31.1 342 28.1 391 279 337 23.2 391 24.8 333 10.0 391 228 328 17.4 391 19.7 321 14.8 391 179 316 W (� • 1 1 38.4 370 392 320 970 33.0 330 27.5 370 28.6 325 24.0 370 262 320 21A 370 22.6 MO 19.2 370 209 312 1&0 370 18.1 300 TN W N •120 in 30.4 311 36.0 289 28.3 •1• �.i 284 21.7 317 229 280 18.0 $IT 199 276 /8.0 SIT 17.8 213 Q OM Q Q Q 0 414661 17.6 220 9.6 20.1 • • 90 x0 m� '(' �•1$tgd •• • �••� ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor C6 aol Table ba ANCHOR CAP.,u„e • • auba 2.7kOmwdt 3.6kcm . HdImchfU FaedCdat PT Melt (D..)Xt )nANCF10RCJ1P.„, tV10'E1oo 114.80 Eric 6'16•Elm (14.60 EM 010 Steal MOW 0128ted MULLION CAP.,,,,,,m, • • • • Amboy•!Ot •116'III.tl0tmon 1l4'Ebo Uikeaen 3110'Elmul ott 1/4'Mo IWeoart ••11A6RolClppatteme 160am0 A9000elnr Utram Aggteeebw eerea(oSSome(OS) ac"(05) USETHt3FORMUREW OBTAIN RRESPTHE*ANCHOR • • • T�ge galtao•(Iik •Y 2-tm r E24re 3.118' r 2-tm r 2-tn' r 3.118' r 0.46• oae• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emkedo eM i-wr 1.3/4• 1-va• r Vim 1-11r 1-lie 1-114• 1-u4• 1.114' r 13/8 13/8 vmmACTUAL PRESSURE REQUIREMENT FOR THE 2QI* 390 ria450rit 700ts 27014 26014 is 740 ria 37414 rot 948018 341M 4421bs 8801ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4At1o0me®3.5'690. C./ ) Angie Caps/ .27 8014 780 to 79orit 2826rit640 rot 68014NIA 1120rot 748 ae 880 rot teo2iW BB2 rit 88516-1 1120 riaCAPACITY(FROM THE TABLE)OF THE SELECTED 6A40- 2.7rA8ao.c./(2)USA les q. On /12ono WW 2264ris w9. 84orit w9. 105914 wa 132ots wa 10221-1 132714 teeott MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY • • • ADDITIONAL ANCHOR OPTIONS FROM THE RODULT RHVISBD •••••• • • ANCHOR CAPACITY TABLE. complying with Ow Ylo d3 FIGURE 1: mnamg , TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. e~"" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. sol Cohuol FIGURE 2. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 111 l 1111 HOLESION AND MULLION CLIPS SHOWN ARE NOT TO TOB DRILLED FIELD FOLLOWING DIMENSIONAL EXACTE.FOR ONAL RES .125'RESTRICTIONS SHOWN ON SHEETS 21 23. ` Y LYNN L SW � ^ Q�,.• 410EN,gF'•,tcp • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.2Id1• vt• No.58705 •'�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.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 0.85.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.128' • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•RAy � F lS LEAST.128'THICK AND 9.36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O ST iG THE MATERIAL#10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION !�� ''40RIOP, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS A.LfNNIMILL�R,P.E. FL P.E.#68706 TABLE 16A R' Mul50nCapacity Table W Opening Width(forvelScaUpapeMlgmtGorm)orOpening Height(torhollzmU*-9parningmtNona) WWW t� 501n 80 in 70 in 801n 80 in t001a SO In 140th 18005 ftier9ulw TispJTdarq• Rect4n•dm TmpTdmg. Realm49Wm 71ep71iteng• Reotmgder Twp Tdm�g. Reobngutar T1�7Tda05. �dmg,ee< TW4Tdm1¢ Reoimred• Trap70imq. Re4tmgWm T1sp7Tdan8. Reotmfdm TiapRAm[g• n 9.25°45 Loaf! LoaMB Leadn9 Loada9 Lmdnp Load,q LaaA� LoadMB Lmdng Loafing Laadta0 LomTng Lombg taaM6 t.oaall48 Loadig 1DHdl1g �.at YY 13AYMULL � 1 fill, 1 N m W O 421* 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 808 170.0 802 178.0 518 170.0 1118 170.0 521 170.0 1210 170.0 SM IT0.0 7488 170.0 521 170.0 1735 170.0 521 180.3 1871 17&0 521 4805 170.0 708 110.0 524 MA 850 170.0 584 170.0 MZ 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 on 170.0 1417 j170.0 680 105.7 1837 170.0 BBO 140.3 1837 170.0 880 1228 1837 170.0 860 N 50.616In 170.0 741 170.0 603 170.0 895 110.0 Bat 170.0 SOle 170.0 am 170.0 1195 170.0 723 170.0 1346 170.0 747 176D 1404 170.0 756 147.1 1662 170.0 768 128.1 1652 170.0 758 110.4 1662 170.0 768 W O BIM 110.0 787 170.0 e12 110.0 858 110.0 891 170.0 1116 170.0 764 170.0 1276 110.0 803 17&0 1434 170.0 837 1652 1485 170.0 858 120.3 1455 170.0 881 110.8 1458 17&0 BH 87.0 1464 170.0 881 m 80to 170.0 BBS 170.0 701 170.0 70051112A 787 170.0 1240 170.0 818 157.1 1309 170.0 M 139.7 1308 170.0 980 126.7 1909 183.6 1194 104.8 1309 167.1 882 89.8 1308 INA BM 78.8 1308 157.1 882 � 6305 170.0 930 170.0 746 170.0 1118 0 182.8 f247 110.0 940 U2.6 1247 184.5 1183 12&7 1247 105.8 988 114.0 1247 144.3 852 05.0 124r 1382 838 81.4 1247 136.7 836 719 1247 135.7 1135 = g g Be In 170.0 974 170.0 789 170.0 11693 148.4 11110 183.7 885 129.8 1190 147.0 94S 115A 1780 138.8 M8 103.0 1190 12&4 814 88.8 1190 159.6 888 742 1180 118.1 893 84.8 1190 11&1 893 Z N 3 MM 181.0 1010 188.8 877 134.7 101059 115.4 1010 1272 1142 101.0 1010 114.7 058 89.8 1010 105.8 817 90.8 1010 0&B 807 679 1010 a&8 785 87.7 1010 07.8 780 SU 1010 87.7 788 � j 888 Z e 7805 137.4 909 143.8 7M 114.6 90875 08.1 008 IOTA 781 65.9 808 08.2 749 78.3 908 882 736 68.7 806 823 729 579 908 74.7 718 48.1 90e 71.2 710 429 Bab 1" 7M 7805 127.1 881 132.6 S 4 105.0 Set 30 90.8 681 0&0 726 7&4 581 M.5 713 70.8 881 67.0 7M 83.8 851 78.4 Sol S&0 881 88.1 051 45.4 Sol 64.5 876 39.7 BBt 83.1 672 • W M 05.7 � 4 •5 4 WO 64 58.1 548 M.0 554 51.7 048 68.1 805 460 048 SDA 057 41A 846 47.0 630 34.6 68 41.6 518 29.8 818 382 511 28.8 848 38.6 607 • B&2 588 70.1 505 S&8 4988 89 48.7 058 SIA 49t 42.8 689 45.8 483 37.0 505 41.4 478 34.1 588 3&1 470 28.4 liBB 33.4 468 219 808 30•!1 452 219 688 2&7 057 • • 108 05 47.9 440 M./ 39.9 449 98 342 448 35.7 305 28.9 449 31.7 387 2&8 059 28.8 382 23.8 449 2&1 377 20.0 448 22.7 386 17.1 HB 20.4 381 1&0 449 18.8 350ILI S2 12 rryy 111 M 44.1 426 450 3&8 05 31.5 426 32,8 373 27.8 426 28.1 387 21.8 405 282 305 221 426 24A 358 18.4 128 20.7 311 1&8 426 18.8 349 F 3 120 M 34.8 381 .5 331 28.1 28 24.9 384 25.8 321 21.8 US 22.6 311 1&4 984 20.5 313 iT.S 384 1&7 305 QQ Q O•1%% 20.2 253 �.• 233 18.11 256 30 tL .� •• • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: It AnObar ca act Table be ANCHOR CAP.�,,m, • • a 2.7tC-de 3.4tco HOlbwanu FEetlCMII PrVYoo4 S�Id (D_)X_ANCHULUNCAP.: )`ANCHORCAP.,, • • 6f18'Eke 1/4.8!4 Ebo 1418•Ebo U4•SS Ebo 610 Strad 012 Sfmd 0128Icei •• • Mdw Nte`Ebo 181reoon U4•Ebo UlOaaan tntraeon 31IV Ebo Ultmw 1/4•Elco 106eoon Ag9mOdor Ufiaeon Age�etief4a eo,ew(OB)8oam(061 8mew(tis) USE THIS FORMULA TO OBTAIN THE'ANCHOR • 94 Relicuppalteme• Eape OlstAl*•(sk •• z 112 r 2arr 3 fas r z Ire r z-12 r 3-11V r 0.4s 0.50 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN • ma 1374' 1.914 4 1.914• r 1ar4 1.114 1.1x4• 1.114• 1414• 1-t14• r 1J70 fse mdse ACTUAL PRESSURE REQUIREMENT FOR THE • 2Anotota®s O.C./ AngbtXips k be 9908w W 090bs 17MWs 2101*s 280@4 354 b5 7408e 3741ba 720 e4eme 391bs 442 ba 660•s OPENING,WIiENIT13LOWERTHANTHEMULLION 4Aroaae®3.sr4u.s1c.7R3W6Aoebcnp4 q. ran 7eotl• reoma teToma 252aroa a4oros 680Pos WA 1t2oWo 74at6a BBOI*a t8B2bs 8820• ea m tl2obs CAPACITY(FROM THETABLE)OFTHESELECTED 6 evrn5noart2)2xaAamecaea k n ros i120N4 85eba 2240 Me 2254013 1491 840 ft WA loss ft wA 1320 ma wA f0228e f32TOw /860Ibs MULLION.IT WILL YIELDAMINIMUMANCHOR • • CAPACITY WHICH MAY BE USED TO QUALIFY ••a••• ADDITIONAL ANCHOR OPTIONS FROM THE s • ANCHOR CAPACITY TABLE. o�IdY 8 N wtdlUloFl FIGURE 1: Au8d165 Ccdo TABLE NOTES: weplaaeOD J. r 1)SEE SHEET 1 FOR INSTRUCTIONS IUSING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION LATION METHODS. MOdustC4fam1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. 71711 I I I I i1( I.TIVIV r7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� ON Mv!(F� ��i i • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 46° \��. v1GENSF •. W FIGURES i�- SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 32505 h No.58705 FIGURE 3: CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED t t • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.125• "O �� S : THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT As BAY - •'• S ATC 4 LEAST.125•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION Qty k P. \�` • • THE MATERIAL.#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. i�((SS..tOR7D,.�G`: ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. '777�ONAX. A.LER,P.E. FL P.E.#58706 1-,.000•-1 t--1.200•--i �� 1.00o• r- 1.000• --� 1.000• 1-- 1.000• 125" f-tzee'� .120' a:w- f 26' Ir 8Y 2.750' 2.750' ,126• 3.126• 3.188 I �+ .125• � .1207 .12s 2.0Ir00' 2.000' 2.118" N L .125' 370' 376' 1 0' Z66• .126' 1•X 2'X.126'MULLION 1'X2'X.376'MULUON PX 2.76'X.376'MULUON 1'X2.7VX.S5TMULLON 1'X3.125'X.6'MULLION 1.28'X3AWX.2fWMULUON 1.28'X 2.11'X.126'MULLION d 6083.78 ALUM. 8063-18 ALUM. 8063.78 ALUM. 6083-TB ALUM. 6083-T8 ALUM. 6063.78 ALUM. 6083-T8 ALUM. X-SECTION XSECTION %SECTION X-SECTION XSECTION XSECTION XSECTION LU LU Z t }y r .,2b' }�x.125" •i I� .126' O TABLE A W j 2 STANDARD CUP 1 2X6 ANGLE CUP Z 6083-T8 ALUM. 8063-T6 ALUM. Dimension Value(in) For Mullion: j Q 2.000' I X-SECTION I 2.125' 2.000' XSECTION FA 1.820 J Q, Z U-CUP• •• 1 .125' 1 8033•76ALUM. .120' 2.064 1'X2'X.126' U Aluminum zz d c • 0.886 Tube Mullion 4 Z� 7777• 0.740 ¢ o • • 126' I IO •••••• -I.74Q•F- 2.404 . O L YY Aluminum -j 1n 1n .500"- � 376• 5.000'- 0'� TubeMuOtonCTE MIN. � 0.414!.336'MIN. 1.875 3.000 1•X2.70'•%A 1 608-TB ALUM. -- - -----' 2X6 ANGLE CUP 0.767 376 Alumfium • • • • • TOPVIEW 6083•TBALUM. D 1.118 Tube Mullion =••••: • L ••• ARD Clip CENTER OF ANCHOR HOLE MUST UE WRHIN THE TOPV�W E .450 M11. ,� SO118-T6 ALUM. DASHED BOUNDARY.SEE SHEE73 6.17 FOR Tl1E :10041 •CENTER OF1IWHOR{iOLE MUS= ••jOPVIrW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1•X2.Tb7 X • WITHIN TIE OASMED�OUNOAR. HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1118•. B 3.000 .860' • SHEETS 6.IKFORWKANCHOR&C. •• WITHIN THE DASHED C 0.478 Aluminum •••• •DISTANCE MAXIMUM ANCHOR WLE• • BOUNDARY.SEE Tube MulSon DUMET♦�C:O�DIAMETER+118'. • ASHEETSHED OICFORTHE TABLE B D 0.838 • • DISTANCE.MAXIMUM A 2,000 RO�DUGTRHVISHD POT Parte 1'X3.126"X rtgdyingwhbiboFlodds ANCHOR HOLE Mull Dimension(sheet B 2.837 u0dingCUdo 6.500• .376' DwMETER:ANCHOR Mullion Std.Clip Offset Clip U•Clip Angie Clip Alm No 863 .375" MW DIAMETER*1118' C 0' Tube Mtdi ete MIN. 1'X27 X.12W(S) 68806 SMI13M 8681118M 680243M S68511M D 1.137 i_--- ------�- __-____--i 1'%2"X.376(8) 888008 886114M 8881110M 888244M 888512M A 2820 :;d PredlMControH B 3.282 1.26'X 3.188 I t i"X 2.76'X.370"(7) 887 868116M 8881120M 888246 X.2617 Alum g 1'X2.76'X.860"(8) 68608 668116M 6881121M SM46M 6SM14M D 0.882 Tube Mull ��oNt LYNN "'1/' 1 --- --- D 1"X3.126"X.600"(8) S883TM 6661118M W61114M 686242M 668516M `. ��.• �CEN3F''.FP t i i 1.28X2.11'% ,' r I 1 i 1.26'X3.188"X.286(12) 88841M 8881117M 8681t13M 888241M 888518M A 1.813 .121'AWm 1.28"X2.11"X.126"(18) 68370 WA NIA NIA 888617M Tube Mull 1 �` No.68706 r C Of OFFSET CLIP NOTES: 8083-TB ALUM. .121' I TOPVIEW =TQ•'.,• ST TE OF 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �� '•.F(OR14 ,. P �\ S •.... .. 2)SEE SHEETS 6-2(1 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ��S/0 A.S YNN W(�I(��bE�\\.E.P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL KEN 58705 1.000' f+ 1.000" 1.0or-1 740' ® ¢{ .083' F .08r 385' j.{ .126' 0-.126' OBr I I ffi .438' I I pp4 4.000' � .126'STANDARD CLS SY 4.000' 4.�0' 2.826' 2.0�' 8063.78 ALUM. I 2.126 2.000• 2X6 ANGLE CLIP g! 126• XSECTION "LIP 0083.78 ALUM. .126' 1 6 X-SEECTO TITIOt I X-SECTION .126" m 12G .03 L Z 031' .126' O 126 CENTER OF ANCHOR HOLE MUST UE WITHIN THE .376' Aw 376' DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE _ ANCHOR O.C.DISTANCE MAXIMUM ANCHOR W m C 0 HOLE DIAMETER:ANCHOR DIAMETER+1115. F- 1'X4'X.125' 1'X4'X.376' 1'X4X.316' 8.500' Z cgJ MULLION MULLION 'T'•Ml1LLlON CUT HERE TO 6'�• .376' � O c4 6003•TOALUM. 0063-TS ALUM. 6063-TB ALUM. .376' 3.126'-��. CREATE F•CLIP.SEE .376' MIN. g y X-SECTION X-SECTION X-SECTION MIN DETAIL F.SHEET = IZ 1.250' .376' Z IN r-------� r---------i CENTER OF r--------- -----------� 376' • •• I I 1 1 ANCHOR HOLE j I MIN. � O Z t26V1260' 1MUST LIE WITHIN 1 I I D•• •• I I I I THE DASHEDBOUNDARY.SFSQ� a••• • 2AfV -"'�- --- SHEETS 5.20 FDR A-_-_-_-_I I 1 711E ANCHOR O.C.184' MXIMMUM••• i i i I ANCHOR HOLE3. 3.260' I I I t 1 DWMETFR (n N• ••• •• ANCHOR L----------- 00'• • 100 100• L J L-______J ----------J U O .( 0•• • • ••• ------ DVAMETER+1rt8'. Q g 0.1OOi • 4• 624' L STANDARD CLIP U-CLIP 2X8 ANGLE CLIP Ile iw808&T8 ALUM. 0' (Y• • • i 8063-T8 ALUM. �83-T8 ALUM. TOPVIEW 8.7 • CENTER OF ANCHOR HOLE MUST LIE • �I x'20'(+� • -I.82(6 kg••• -^l .82D'I-- WITHIN THE DASHED BOUNDARY.SEE TOPYIEW TOPVIEW •••V5i 73.26'X.100'•• '(¢26'X 3.26&0Z?Ie•• 1.26'X 3.94'X.624' SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. • MULLION • • • MULLIbONN MULLION DISTANCE MAXIMUM ANCHOR HOLE Dimension Value pn) Por Mullion: Dimension Value Cn) For Mullion: • 6008.76 ALUM. • ••6005-76 AbUM. •• 8005-T6 ALUM. DIAMETER:ANCHOR DIAMETER 1118'. F F 1.26'X • X-SECTION XSECTIPN• • X-SECTION O 1.000 .125' O 0.600 X.824' 000000 • • • H 2.600 Alunirsua H 1.438 Alumirwm 0000404, 3.489• 6.500" • 1 3.00D TWO Mu01on 1 3.260 Tube Mullion 2.861' 1.871 '126' .37T 3 N •375' F 3.187 1'X4•X F 826 1.26"X 3.94' 1.37r� '12W 1 O 0.767 .376' O 1.128 X.824• pD _-_ ---� -____-� H 2.430 Aluminum H 1.600 Aiuminwn WAVII11tawlUlBm Tori�de1,f/'� I I 1 1 I 3.000 Tube&'r I 3.280 Tube Mullion d�8 �! •'►"4"L!„/Sr. 1 l I I I I I F 2.260 1.28"X328' F 2.813 301 Ba Mull He •126• I I G 0.760 X.10(r F 2.878 45° Mu0 .126' 45° 2.250' i H 1.600 Aluminum 30° I 3.250 TWOMuOIon ¢Pr ontrol I i I i H f Li 45 BAY MULLION I 3.250• i i i i TABLE D y 111 n r r r r 301 BAY MULLION I 32b0•e06346ALUM. { �--..--- 1 �_ _----� LY MuIlDimerlsion POTPert9 `� pN�{•C 60ti3-T8 ALUM. I XSECTION I (sheet 11) Mullion Std.Clip Offset ClipU•011p Angle Clip XSECTION I @� .••• 1'X4'X.128'(10) 89364 80611tH 6681122M OW41M 688518lM OFFSET CLIP '>'i:• 7 - .12b' 1 G 6063•TSALUM. 1'X4'X.376'(11) 68010 688112M OW1123M 688242M W019M No.58705 .229•J �.9at•� .226.1� .981 TOPVIEW r X4'x.376•T(11) 68053 600112M 6861123M SM42M OMIOM i}C NOTES: .740' 1.25 X3.28'X.100•(13) 20160 8881127M 6881124M S882410M 6868116M =b•: l �o( /�, 1.28•X3.25'X.S24'(14) 20161 8861120M".AWA 68e611eM :��'•,.. F! 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 5 ATE t(! 1.28'X3.84'%.824'(18) 20182 8881117M 888517M %'��'•.,�t'(OR10P. G��.` 30 Degree(t9 68649 WA 6665110M i t'S+ 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ) �i�'J(}N�S„rG�� 3)SFE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 DeBr¢e(20) 88860 WA WA WA C886111M A.LYFIP(IIIVIiCt� ,P.E. FL P.E.#58705 TABLE E Mull Dimension PGT Part III (sheet#) Mullion std.Clip U•Cnp Angle Clipi r• •t26' i - ---A25' --{F .12b• a! 2'X4'X25'(18) 8513112 885251M 858271M 888b112M � 2'X 5'X.28'(17) 58804 688262M ON972M 8588113M I STANDARD CLIP I U-CLIP 2X5 ANGLE CLP Y a 6063-T8 ALUM. I 6053T8 ALUM. 605&TB ALUM. Off- 2600' XSECTION 2.12b'L X BECTION 2.000' XSECTION N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I 12s I 126 L 128' co cb t aD. a DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z N 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I,-1L455• I T O HOLE LOCATIONS. 1480'---I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W CUT HERE TO 5.600' 0 fl M y 3.500' CREATE FF-CLP, 6.OW" 375' m N a 0 2' .376• SEE DETAIL F. MILL .37s -M�. o MIN. r 8HEET4 ---� - -------- -- -- ------------- Z • ag t1 G • ••• 4.000' • •• I I I i i a P ••••• • • • �— -1-- - - --1_ - 3.43W ^e + 3.438" t --------j U Q • .260' • 2'X 4+X 26' • j I 3.438` j ••• • MULLION 1 1 Zo p ••••• • • ZZ 6"TS ALUM.• j I j - I I Q �- • Z—A 37s • • x-oEe'll•10•N.. i - I_ ' ---------------� MN. • L. ____-- _- ---_-__J -- _ N Z N N 00 •••• • • •••••• L- STANDARD CLIP 2X5 ANGLE CLIP C) Q 0i UR 2"X C MULLION,S Q O • • CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. D FOR 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST UE 5083.78 ALUM. • 0000: 2600••••• •••••• SHEETSDISTAN5.E.0 FOR THE ICHOR OGEWITHIN THE DASHED BOUNDARY. E TOPVIEW CENTER OF IWCHORO HO E MUST LIE SHEETS 6 MAXIMUM ANCHOR pWITHIN THE DASHED BOUNDARY.� TOPVAlN 'g_ � •••••• DIAMETER:ANCHOR DIAMETER+1H5'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/15'. • • • •••••• SHEET$6.20 FOR THE ANCHOR O.C. • 5.500" D13TAt�CE.MAXIMUM ANCHOR HOLE •a•••• •••• : •••••• CUT HERETO DIAMETER:ANCHOR DIAMETER+1/18•. SAW 3.500•�"I CREATE F-CLP. • �2000i'—•1• t •••• •ME I BEE DETAIL F, .37b' ' .376" *:**so • • • MN' r-SHEET4 MIN. MIN. ••• • .376' • • ----- -- ------ ---- -- -- ------- 1 1 I 1 I I 1 I I I •61Rp1y111JiNI51dMFIaiM I 1 ODN �L I I I I 1 I a awl I I .250. 5.000" ^E -i- —r-- -— 4.888 t 5.438' —-—-—-—-� I I I I 6435• 5.436" 2•XTX26' I 1 I I I j ` c1�,.•'1,10ENSF'':F.p MULLION 6083-TB ALUM. i I I 1 i ��'• No.58705 TY XSECTION I 1 1 1 .376" MN. If L -- ;�Q••'. TATE ;•�: T FLORIOP••' STANDARD CLP U•CLIP 2X6ANOLECLP � (CS .250' 8053-TB ALUM. 60183•T6 ALUM. 6053-T8 ALUM. TOP VIEW USED FOR Y X 8•MULUOK SHEET 17 TOPMEW '��,`S�UfVA1- TOPVIEW &LYNN MILY'_ P.E. FL P.E.#68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/•W.0 PSF. NO ANWORS IN Heap 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 3Y+32+1''66'.REFERENCING SHEET 25,THE COLUMN USING Ip RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TAubs FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-11C AND WILL MEET OR EXCEED THE REQUIRED G3� J\ DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. y� �-8EE `see FROM TABLE 3A,SHEET 7.THE 1"X 2.76"X.376•MULLION(LENGTH-72,OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+15&3 PSF AND WOULD FENESTRATION DETALB, NOT BE SUITABLE FOR THIS APPLICATION. g.:H $# S PROOUOT'8 SHEETS .. 23 FROM TABLE 4A,SHEET S,THE 1"X 2.76"X.850"MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 44 4' 7 MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LENITH ^ ^ 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 2X6 011 a 'm r `LJ' 7f ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF SM LSS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL O N N OeralLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL j111WWW�LLL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQ REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE NTH THE 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0: N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-80.0 PSF.TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, Wm NOANCHORS IN WINDOW SOL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: N J 3Y -I h I m (80 PSF)X( =Lam)=624.9 LBS (MAYBE USED TO QUALFY N 10 STEEL SCREWS FROM TABLE 4B) a OPENING WIDTH 72.7 PSF Z '" •� • •e THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318"•THE OPENING REQUIRES A tttiii 6 8 • • • DESIGN PRESSURE OF+80.0156.0 PSF. %090: • *00 • • •• •••••• • • • FOR THE VERTICAL MULLION: z < C • • • • eQ •••••• t)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3Y+7Y+1"=106'AND THE OPENING WIDTH IS 38"+�•rt"=73".REFERENCING SHEET 26, o •••••• • • • 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"AND WILL e • • • MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-M.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. u a •INAMPLE 2:MULTIPLfllMUUJONS •••••• •• FROM TABLE 3A,SHEET 7,THE 1"X 2.76'X.376"MULLION(LENGTH=108',OPENING WIDTH=Sn MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF H N •••••• ,•„•� � ••• AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U X Q • •” ••••• UWl • • FROM TABLE 12A,SHEET 1S•THE 2"X 4'X.260`MULLION(LENGTH=108".OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1-.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS I, •• • • • S •• FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. • SEE•• SHAD' ••• • FENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH 1S 38'+36"+2'=7B NOT UC D PREVIOUSLY 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICASf E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN ••• •• • APPROVAL • THE 73'DIMENSION(35.112'+36.1)2"+Y=73'. • _.• - 2)USE TABLE 126 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED j I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CUP WORE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. • OF 1060 L83 WHICH IS GREATER,AND LENM t -� E •• L SLS • USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-IPC GIVES AN ANCHOR CAPACITY DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. OPENING s ;p g y.3 • SMET3 FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A X 4"X.259-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER RODUC7'RBVISED FOR Y MULLION TYPE COULD BE CHOSEN. cmnplyiRg W)lll ltisFloTlQa MULLION tldlogOwls T� 1)THE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 32'+72.L+2-=108".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIIWtiULAiR LOADING MAY BE ��No W USED.FROM TABLE 12A,SHEET 18,THE Y X 4-X.260"MULLION(@ L'ENGTH=42",OPENING HEIGHT=120'HAS A DESIGN PRESSURE OF+1--170.0 PSF WHICH EXCEEDS THE /ZQ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPA ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. _ f oETEans, 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 S' flava a e wo"Contaoi sHEers WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE S'1 CARE MUST BE TAKEN 70 MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH 45 (4)3110'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH 18 GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED %1111111 ANCHOR CAPACITYOF521 LBS. 4YNN L40PENNGVMTHFOR 4}FOA THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U•CLiP SHOWS THE ANCHOR ` ' \.\CCAPACITY 131074 LSS WHEN USING 3 ANCHORS,WHICH IS GREATO.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE VERTICAL MALL ANCHOR TYPE IS A#12 STEEL SCREW. _� No.58705 _ FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: +1-84.7 PSF FROM THE VERTICAL MULLION; =-O• 1�„� j Ca .•I,ILI +1-170.0 PSF FROM THEW HORIZONTAL MULLION ATTACHING TO CMU; 41-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). O THE LOWEST DESIGN PRESSURE 13+1-04.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '••.!�tOR10P.•'•Cj.�•� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION � nNAI-e� ` PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A LYF}N MILEEI21,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OFTRAPEZOIDAL/fRIANGULAR LOADING: PW d P," 4 Y SHIDH 8HIDH SWDH SHIDH Z l }m F i PIN PIN N LL I 4 4 , 4 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; ,-tom / HINGED m 1 '-✓ DOOR ? ' • •• i LOADING';VERTICAL MULLION • • • PW I LOADING OF HORIZONTAL MULLION d Z • • • •• t LOADING OF HORIZONTAL MULLION � t PW It ••• a "` ..... • i PW PW MIWDH co . . • / elf• •• i PW ^ Y Y • / y •e•ee • / I Q O •••• SiUDti S}V•• •• OH •• SHIDH /\ SHIDH O 4 I A •eee•• LOADINtiW VENi1CAi MUWW*••• LOADING OF HORIZONTAL MULLION / •• SILL OF4VN DOWSINOT ANCHORED • WITH INTERSECTING VERTICAL MULUON PW PIN HR • • • • •ecce• • • e 1 -- •:s••: 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION P HINGED I NOTES: DOOR PW PW PW 1 RODUCTRBVISED rnmplpinB with Ute Florida j i)DRAWNGSARE uildln8000 �.-4 �04 RERESENTATION3OFTYPICAL coeptanteNo 1 — PW CONFIGURATIONS. Da?e PIN CONFIGURATIONS NOT SHOWN I / / MAY BE EXTRAPOLATED FROM c I / / THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT ��t0�y1 LYNN �J ,tom 1 BE DETERMINED,USE RECTANGULAR LOADING. ttGENSg'•.FQ' PW PW I / 3)SEE PRODUCTS'APPROVAL FOR ' t4 No.58705 j ACTUAL ANCHOR LOCATIONS. •_ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION : D- PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j -!��S J11D a ATE F 1 LOADING OF VERTICAL LOADING OF HORIZONTAL A,LYNN ILMEN,P.E. ' MULLION MULLION FL P.EJ 68706