The URL can be used to link to this page

WS-16-916 4 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone.(305)795-2204 Fax:(305)756.8972 Inspection Number: INSP-270269 PermitNumber. WS-4-16-916,,. _ _ Scheduled Inspection Date: November 02,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: CHESTER,EDWARD _ Work Classification: Window/Door Replacement Job Address:1076 NE 98 Street Miami Shores,FL 33138- Phone Number {305)216-1215 Parol Number 1132060180340 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: (954)336-0881 Bair ment Comments 13 WINDOWSAND 5 DOORS Infractio Piqua comments INSPECTOR COMMENTS False TO REPLACE PERMIT#WS15-556 Inspector Comments Passed Failed O Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 01,2016 For Inspections please calk (305)762-4949 Page 47 or 51 NOA# 11-1114.06 11-1114-19 June 25,2015 Miami Shores Village Hall 10050 NE 2'Ave. Miami Shores FL 33138 To Whom It May Concern: Re:Inspection and Verification of Installed Impact Glass Windows 1076 NE 981h St Miami Shores,FL.33138 Permit#WS-15-556 Dear Sirs, This letter shall serve to certify that I have personally inspected the new impact glass windows at the residence above reference.The window was installed properly and lieu of NOA's No.11-1114.06 and 12- 0516.02. Since the existing conditions of the substrate in the openings, contractor fill the void (small space between new frame and precast) with high strength cement of 7,000 psi. This cement is not structural;the new frame was attached to the precast substrate with tapcons as shown in the attached sketch. The new impact glass windows were properly installed and are structurally sound. To pursuant to the provisions of Rule 61G15-31 of the Florida Administration Code, this shall serve as Official notification that the undersigned will assume responsibilities as it pertains to the new impact glass windows installed in the residence above reference Respectfully submitted Gust arrido E. Professi nal Engineer FL Lice a No.67001 � �Twons pa x 3`lent] itcan stidg as per a A r OA FfA New(tttp8tt Cglass to-rieadaw a °� ea • oa XIEW (From inCeriorJ Net to stale (7,000 psf®za days) to fin VOW. DEEL,% A Nate: Ali installation e+as In 8tazrdence avilh NOA No.11-1114.06 and 11-1114.19 Not to stale Earist CMU wal Exist/recast itefer to Detail A A OMPOMM Exterior �fyp i Interior .SECTION A-A Not to scale i r. • arvrstt�s std two., DETAILS (1 OF 2) 0.SHEET N 1 i 3 Es's weeaa C er TO(ball A an Shit J Eut+Ri�i Interior i { t ' Tapcww x 3"/wtg. A- V Exisr tile Teptul:spans?as per at sill MGA Siu AW to Nate AEVlSd S i DETAILS (2f Of 2) SHEEP' �o. tos i� Miami Shores Village PB€ t 10050 N.E.2nd Avenue NE � lb on,Wirwo"Of •• Miami Shores,FL 33138-0000 Pe �f�s � '} Phone: (305)795-2204 " 3 coRi1 3101 Expiration: 10/1012016 t Y Project Address Parcel Number Applicant 1076 NE 98 Street 1132050180340 Miami Shores, FL 33138- Block: Lot: EDWARD CHESTER Owner Information Address Phone Cell EDWARD CHESTER 1076 NE 98 Street (305)215-1215 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 THE HOME DEPOT AT HOME SERVIC (954)336-0881 _µ _ _.,.._.. ._.,. ._...... Total Sq Feet: 0 Type of Work:13 WINDOWS AND 5 DOORS Available Inspections: No of Openings:18 InsLEBuilding Additional Info: Winhment Classification:Residential Fina Scanning:1 Revi Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-4-16-59291 DBPR Fee $4.20 04/05/2016 Check#:11797 $50.00 $247.80 DCA Fee $4.20 Education Surcharge $0.80 04/13/2016 Check#:11820 $247.80 $0.00 Permit Fee $280.00 Scanning Fee $3.00 Technology Fee $3.20 Total: $297.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati i ccurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam c _r ctor_to do the work stated. April 13, 2016 Authorized Signature:Owner / Applicant / Contr r / Agent Date Building Department Copy April 13,2016 1 q " l�P Miami Shores Villa e C . �,tlre g �� BuildingDepartment epartment APR ® 5 2016 s " 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 ICY. { Tel:(305)795.2204 Fax:(305)756.8972 * "Y INSPECTION'S PHONE NUMBER:(303)762.4949 FBC 20 H JII.DING Permit No. W �'co Ct I(4 , 6 . APPLICATIONMaster Permit No. WS 3'•LS '5j - BUH DING ROOFING F�ity— ------Miami Shores County. Miami Dade Zip: 3�J r3 a dw Building HistoricaIly Designated:Yes NO hood Zone: }VVNER:Name(Fee Simple Titleholder): Phone* I dC►�o 3 Yri 1' r�( s to&46 State: Tp: 3 3 l3 Y Name: . )^- Phone#: C�VTRACTOR:Company Name �t$ ��r Ar _ 2 Phone# 'mss 2U.10 G..1%16k&up pjc;A '50Z7 State: xi• &14,5( o- zip: 3v33 R QualifierName: (A'L'• Phone# 1 33t. y g$1 � State Certification or �'R�e�gi/st�ra/�rio�n#: �CD e4(09 Certificate of Competency# :� ' Contact Phone#• Email Address: DESIGNER:Architect/Engineer adPhone#: ,iue of Work for thls Permit:$ Square/Linear Footage of Work: 's Work:,DAddition vAltefation ONew ORepair/Replace ODemolition } Dea, +yE of"work o Color duu tile: Fee$S® Permit Fee$ 2Q0 . QQ�0 CCF$a' y CO/CC$vpto - !� F Scanning Fee$ 'R• :'tion Fee$ �-1 • DBPR$ W� Bond$ Q� Notary$ , >bftiEdacaBon Fee$ G"� Technology Fee$ Double Fee$ Stn-VwW Review$ s TOTAL FEE NOW DUE$ '-A� • 20 r r ql Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address = �i City State Zip ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation lia h > commenced prior,to the issuance of a permit and that all work will be performed to meet the standards of all laws reguilad* ' ' construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGM1.4 Y' WfiLI.S,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... Y - ,10NM'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with.- appcablc laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE ; CONEVIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOS,, IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN ,- r 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 pers" whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job s ,-' for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice,_ inspection will not be approved and a reinspection fee will be charged. s 6 D Signature �� I/�.K Signature Owner or Agent Contractor *� T 1F instrument was acknowledged before me this The foregoing instrument wa acknowledged befond a flus ` v flg f� r1 0.0—,by. M?QAID gft%5 �b , day of 20 5n y ppitsonally known to me or who has produced pho—is—pm—o—na—y—k—n-dft to me or who has produced b As identification and who did take an oath. As identification and%6 did take an oath.c NO,TAR.Y LIC: NOTAR LIC:, _ Sign: ' j 4^ MARIUSKA MORALES t , Print: MAMUSKA MORALESlate of Flulidd My Commissi Ex o; Notary Public State o ori - s - •� #FF 220108 w E ;•? Commission#FF 220108 y Comm.Expires Apr 13,2019 r 'o` My Comm.Expires Apr 13,2019 °•;lFOFF��: Bonde�lth through National Notary Assn. OF h �� y ��I111111•1 Iinrded°�1� �'�National Dlotar Assn.c, , #4 ################### A/# } APPROVED BY �< < Plans Examiner Zoning'#/t•� Structural Review CIer1C: "� - r# Rq,*M3 12XRevised 07/10/07)Txvised 0&1OP200 )Txvised 3/15/09) !J e r .-V 03/13/2015 13:25 9547339687 PAGE 01/02 AC Rv` CERTIFICATE OF LIABILITY INSURANCE .=5;201'S°`�'") THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED,.the pollcy(ies)must be enoomd. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an onda mement. A statement on this certificate does not confer rights to the certificate holder in lieu of such ondorsement(s). PRODUCER CMAO ME MARSH USA,INC. TWO ALLIANCE CENTER PHONE o C No): 3560 LENOX ROAD,SUITE 2400 ADDRESS: ATLANTA,GA 30326 (USURER(S) AFFORDING COVERAGE NAJC S 100992-HorneD•GW FL-15-16 MU INSURER A:Steadfast Insurance Company 263$7 INSURED THD AT-HOME SERVICES,INC. INSURER Is:Ililnols Natlonel Insurance Company 23817 DBA THE HOME DEPOT AT-HOME SERVICES INSU ERC: _ 2690 CUMBERLAND PARKWAY,SUITE 300 INSURER D: - ATLANTA,GA 30339 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: ATL-003149116-10 REVISION NUMBER;I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TQRM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENY WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALI.THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Wall TYPE OF INSURANCE ADDL SUER EFF POLICY EXP POUCY NUMBER fMMMw= LIMITS A GENERAL UABIUTY GLOM7714-05 03KI12015 03/01/2016EACH OCCURRENCE I 6 91000,000 X COMMERCIAL GENERAL LIABILITY I PREMISES Me i S 1.000.000 # CLAIMS-MADE iLE OCCUR "LIMITS OF POLICY XS' MED EXP(An one person) $ EXCLUDED I "OF SIR$1 M PER OCC" g+ I PERSONAL a ADV INJURY 3 I GENERAL AGGREGATE S 9,0(}(1.0X10 10EN'L AGGREGATE LIMIT APPLIES PER: i I PRODUCTS-COMP/OP AGG S 9,001000 X POLICY JECT PRO LOC 3 AUTOMOBILE LIABILITY I Cc DINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) is ALLOWNLU SCHEDULED AUTOS AUTOS BODILY INJURY(Per 600wenq S HIRbOAUT05 i NON-OWNED PROPERTY an $ DAKAM ' S UMBRELLA LIAR L_y OCCUR I, EXCESS LIAR - i OCCURRENCE $ •CLAIMS-MADE AGGRE4 ATE g RFTFNTInN Mi 3 WORKERS COMPENSATION XWC STATU 0TH 8 B AND EMPLOYERS'LIABILITY Y 1 N WC017731494 FL' ANY PROPRIE'rOR/PART"ER=ECUTrVE ( ) 0=12015 03101/2016 OFFICERnnEM@ER E7(CLUDED7 FN N f A j E.L.EACH ACCIDENT 9 UWanddesorbe H) I e'L,DISEASE-F1.EMPLOYEE S N yea,describe un(1er I DESCRIPTION OF OPERATIONS blow I E.L.DISEASE-POLICY LIMIT Is 1,000,000 DESCRIPTION OF OPERA71ON61 LOCATIONS VEHICLES(AUwh ACORD 101,Addi40nal ROMArka Sehadulo,H morn spam Is n qulraa) CERTIFICATE HOLDER CANCELLATION BUILDING DEPT.MI SHORES VILLAGE BSHOULDANY Or-THF.A80V)E OcaorjeMo POLJCIES BE CANCELLED=FORM THE 9xi"RATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 90050 NE 2 AVE, MIAMI SHOIeFS,F] 0138 WITH TH THE POLICY PROVISIONS. ; AUTHORIZED RRPResENTATIVE Of Maesh.USA Ula Msnashi Mukherjee MitieCAoS.: ,,� ®1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD • 03/13/2015 13:25 9547339687 PAGE 02/02 ACaENCY CUSTOMER ID: 1004:32 .AC Rbc t,Oc#. Anent. ._ �--- ADDITIONAL REMARFCS SC HEDUL.E MARSH USA,INC. NAM♦:b•INBURRD• P09e 2 of 2 PouCYNt mmR THOAT-HOME^sERVIC,iS,IVC. DDA THE HOME DEPOT AT-80tg S:imCES 2690 CUMBERLAND PA:3KW_AY.SUITE 300 CARRIQR ATLANTA,GA 30339 MAIC cMg ADDITIONAL REMARKS THIS ADDITIONAL RJFMARKS FORM IS A 80jeoULE TO ACORDFORM, FORM NUMBER., 25_ FORMTITLE- Cerfffioete of U0114Insurance 80Y816 GANGA RAMDIAI..CRC04M SOYDA UPHAM-0=1$25e1e EDWARD RYNN GUILLORY.0OC1607093 W1NN M ROBERTS-CCCMW7 EDUARDOESCUZA-CGriSis 6 MICHAEL JAMBS HOLEVA-CCC1325SO STEPNEN A.TI•IOMPSON-CRC1&Wlo CHARLES F.HICKEY-CGC03 W JAMES P.DRAGO-CGCOZ763 WORKERS C NSATION IS COVERED IN THE STATE OF FL0pjDA HONE DEPOT INSUREDS"" Home t)eDot USA.Inc.Obs Tete Homo Depot 801119 Deaat U.S.A.,Inc.dba Homs Dacprdtorg couec9on THD At Home Servloe�Inc.(IM The Hoare Depa At-Home SelV;M THD At Home ServtWs,(M. TItB Hame Depot,Inc. 'N Home D81501,Ina Home D-MUSH.Mc, Your Other Warehouse,LLC U.S.Home Sp Inc. U.S.Rsmopslers,ft. U.S.R9mo0aft IM.DSA Home Depot Iflfs M Name 0-Pot of Puerto ft,Inc. elkbe+Ctrstom Commerce,Jr'a ACORD 901(2008/09) The ACORD name and logo arra ®7808 ACORD c6RPGi•7A' 6N All rights reserv�I, g regist®recl marks OfACORD • 63/13/2615 13:44 9547339687 PAGE 01/01 CERTIFICATE OF LIABILITY DATE(MM/DD)� `.� ILITY INSURANCE ati215 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORW-ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the oerk Cate holder Is an ADDITIONAL INSURED,the polky(ias)must be endomed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain Policies may require an endomement A stabomant on this certificate deeS not confer rights to the cern 144 Holder in lieu of such endorsements PRODUCER NTA MARSH USA,INC. ME: TWO ALLIANCE CENTER PHONE FAX 355 LENOX ROAD,SUITE 2400 E MAINo•� No ATLANTA,GA 30326 ADO FSS: IK$U 3)AFFORDING COVERAGE NAIL 9; INSURED Homep GW-FL-1516 1 MU N5uRERA:Steadfast ionnce Company 26387 THD AT-HOME SERVICES,INC. INSURER 8:IlllrW Nowal insumme Company 23817 DBA THE HOME DEPOT AT-HOME SERVICES INSURED C: 26W CUMBERLAND PARKWAY,SUITE 300 ATLANTA,GA 30339 INSURSR D: INSURER E: ' COVERAGESINsu ERF• -• CERTIFICATE NUMBER: ATL.W3148831_W REVISION NUMBER:2 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L TYPE OF gu3URANCE LMani POUCYNUNBER � M>MR W UNITS A GENERRALLIAMUTY GL04v6771ED 03101/7015 03!01!2016 X EACH OCCURRENCE S 9,000,000 COMMERCIAL GENERAL UARII ITY 1000,0 CLAIMS4 4DE X P T Ea0 $ OCCUR "LIMITS OF POLICY XS" MED EXP An one aeteon s EXCLU�D "OF SIR$1 M PER OCC^ MRI3ONgL 8 ADV INJURY S 9,000 0W GkZGGREGATEUMITAPPUE$PER: GENERAL AGGREGATE $ 4,000,000 X POLICY PRO LOC PRODUCTS.COMP1OP AGO $ 9,000,00tI AUTOMOBILE LIABILITY Is 71�NED 81NOL" IANY AUTOA�� Eo SCHSDULED I URY(Parperson) s NON•OWN$() ODILY INJURY(Pgrggyd9Ww) S HIREDAUTOS A�05 PROD $ � UMBRELLA LIAB S OCCUR EXCESS UAB EACH OCCURRENCE $ CLAIMS-MADE I DED 1 t RETE ON AGGREGATE S WORKERS COMPENSATION AND EMPLOYER$•LIABILITY i V4$TATU- OTH- S B I ANY PR0PRIETOR/PARTNERtE)GcuTr4E YIN If WM7731494(FL) 03101/2015 03101/2016 OFFICERSeEnpBER EXCLUO@D? ®I NIA Qwopdatoty in NH) 11 E.L.EACH ACCIDENT g 0� If yec,d yin E.L DISEASE EA EMPLOYE .$ _F00_0,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY Umrr S 1,000,000 DESCRIPnON OP OPERATIONS/LOCATIONS/VEHICLES(Attach ACORO 101,AddMoMr Rorrtatke Sdtedure,If more Space Is requU94) 6g51e G Ramdlal CRC04058 Recidentigl ConYacWr,•Edwerq GUillory OGG1507M General COn"Cl0r,Guinn M ROW9 CCCOM27 Reeling Contractor CERTIFICATE HOLDER CANCELLATION ALTAMONTE SNRINW BUILDING DEPT, SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 225 NEWBURY PORT AVENUE THE EXPIRATION DATE THEREOF, NOTICE 1fnLL 8E DELLVERED IN ALTAMONTE SPRINGS,FL 32701 ACCORDANCE YIfITn THE POLICY PROVISIONS. AUTHORIzw REPRESENTATIVE Of MAnsh USA Ina. I Marmahi Mu ee ACORN 25(2070/05) ®1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are regisGgred marks Of ACORD - Y UtNARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RAMDIAL, BOYSIE GANGA THE HOME DEPOTAT HOME SERVICES 2690 CUMBERLAND PKWY SUITE 300 ATLANTA GA 30339 Congratulations) With this license you become one of the nearly one million Floridians licensed by the Department of Business and f +'— Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants, STATE OF FLORIDA and they keep Florida's economy strong. DE PAR BUSINESS AND i: PRO _� CIJLATION Every day we work to improve the way we do business in order to I a, — U serve you better. For Information about our services,please log onto CRG046858 _ �,6 06/02/2014 www.myfloridalleense.com. There you can find more information i � . k about our divisions and the regulations that impact you,subscribe i CERTIFIED R , TOR initiatives. eg t to department newsletters and team more about the Department'sMDL,. r _ , THE 140&D Our mission at the Department is:License Efficiently,Regulate Fairly. N. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, • and congratulations on your new license! 1s da .T►PIED '-d and tae provimbns_of bh.4s9•17s. 1�P� figafe:.AE§37,'f* L'140Ek0001339 DETACH HERE RICK SCOTT, GOVERNOR --- • _...._..__._. .--- .. .. . ..---__........_.__..�_._._.,,.----•-..__._.,.----... ..._................. ..KEN,L_�9WSQ(y,SE�CREl'ARY _.... STATE OF FLORIDA , DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIONINDUSTRY LIQENStNG BOARD ,T eP s^ r.'ZF C 868 . - k TheeE$.IDENTIAL CONTRACTOR ' . Narrjed' etow IS 05RTIFIED Under ihe.provisions of Chapter 489 FS, s` Expiratiarr-date:`AUG 31;2016 ; J. R;�MDIAL THEJ-1011�1E D I'Q7'A�C I SERyVIGES .2690- ,,�11alIBER �I ,SU'tT --.30b _ D F �l•CAI�TA�--- GA:303�39 �,.,, "'� � � � .. _ ' r '�, �' --�` Q..u.-'f �..� ..__—.•'u.....v._ar.•....— .. .a..v..._ .. w•ay.._.. va�n...... ....r.. .i.t�_t"i,.i�S..k �t ~ - • 'f q 9 �t• ISSUED: 06/02/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406020001339 —.._.., . ...... 2015-2016 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30,2016 182689 occ.coog a 090.022000Coraraclor i F& KeNAL Rewipt 18.44 Ham ma waste Surcharge 40.44 Low LjbtwyFee 4.44 BMNESS RAMOI4L SOYSIE GANGA 207 KELSEY LN K TAMPA,FL 33819 s&d 2016 NAME RAMOIAL BOYSIE GANGA + ANG DBAITHE HOME DEPOT AT-HOME SERVICES ADDFMS 2W Ct1MBERLANXI PKWY STE 300 Pail 14-0-223224 ATLANTA,GA 30339 0W07=18 88.00 BUSINESS TAX RECEIPT muds LOmuxcOLLECTOR wwtdlsYR�APRMIlaB�TNIM aiS4SSfi2� oteV6ttt�s.V [iP�+,�oR l�Mpn8D Baa nQ868COM A TAX REC0D WMW VALMAT60. ACOOR" CERTIFICATE OF LIABILITY INSURANCE DATE/24/2DD/YYYY) 022124/200116 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA,INC. NAME: TWO ALLIANCE CENTER PHONE a No 3560 LENOX ROAD,SUITE 2400 E-MAIL ATLANTA,GA 30326 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 100492-HomeD-GW-FL-16-17 MU INSURER A:Steadfast Insurance Company 26387 INSURED THD AT-HOME SERVICES,INC. INSURER B:Illinois National Insurance Company 23817 DBA THE HOME DEPOT AT-HOME SERVICES INSURER C. 2690 CUMBERLAND PARKWAY,SUITE 300 INSURER D: ATLANTA,GA 30339 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: ATL-003670087-13 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN POLICY EFF POLICY EXP LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY GLO4887714-06 03/01/2016 03/01/2017 EACH OCCURRENCE $ 9,000,000 CLAIMS MADE [flOCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 1,000,000 "LIMITS OF POLICY XS" MED EXP(Any one person) $ EXCLUDED "OF SIR:$1M PER OCC" PERSONAL&ADV INJURY $ 9,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 9,000,000 GENERAL AGGREGATE $ X POLICY❑JET LOC PRODUCTS-COMP/OPAGG $ 9,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea a.d.. ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC015519216(FL) 03/01/2016 03/01/2017 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? �N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEd$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPT. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 AVE. ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukhedee -146 Dias 0011%;. ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 100492 _ LOC#: Atlanta '4 CM1311 ADDITIONAL REMARKS SCHEDULE Page 2 of 3 AGENCY NAMED INSURED MARSH USA,INC. THD AT-HOME SERVICES,INC. DBA THE HOME DEPOT AT-HOME SERVICES POUCY NUMBER 2690 CUMBERLAND PARKWAY,SUITE 300 ATLANTA,GA 30339 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance BOYSIE GANGA RAMDIAL-CRC046858 BOYD A LIPHAM-CCC1325818 EDWARD LYNN GUILLORY-CGC1507093 QUINN M ROBERTS-CCC058327 EDUARDO ESCUZA-CGC1 518835 MICHAEL JAMES HOLEVA-CCC1325540 STEPHEN A.THOMPSON-CRC1330510 CHARLES F.HICKEY-CGCO35844 JAMES P.DRAGO-CGG025763 WORKERS COMPENSATION IS COVERED IN THE STATE OF FLORIDA —HOME DEPOT INSUREDS— The Home Depot,Inc. The Home Depot U.SA,Inc. Home Depot USA,Inc.dba The Home Depot Home Depot U.SA,Inc,dba Home Decorators Collection Home Depot USA,Inc.dba Your Other Warehouse,LLC THD At-Home Services,Inc. THD At Home Services,Inc.dba The Home Depot At-Home Services U.S.Home Systems,Ina U.S.Remodelers,Inc. U.S.Remodeiers,Inc.DBA Home Depot Interiors Home Depot of Puerto Rico,Inc. Global Custom Commerce,Inc. Home Depot Product Authority,LLC Home Depot Store Support,Inc. Red Beacon,LLC Intedine Brands,Inc. Interline Brands,Inc.dbe: Barnett Copperfield Eagle Maintenance Supply Hardware Express Leran Maintenance USA Renovations Plus Supplyxrorks US Lock Wilmar CleanSource JanPak AmSan Sexauer Trayco Zip Technologies ACORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD p ! June 25,2015 Miami Shores Village Hall 10050 NE 2"d Ave. Miami Shores FL 33138 To Whom It May Concern: Re:Inspection and Verification of Installed Impact Glass Windows 1076 NE 98`h St Miami Shores, FL.33138 Permit#WS-15-556 Dear Sirs, This letter shall serve to certify that I have personally inspected the new impact glass windows at the residence above reference. The window was installed properly and in accordance with NOA's No. 11- 1114.06 and 12-0516.02, since the existing conditions of the substrate in the openings, contractor fill the void (small space between new frame and precast) with high strength cement of 7,000 psi. This cement is not structural;the new frame was attached to the precast substrate with tapcons as shown in the attached sketch. The new impact glass windows were properly installed and are structurally sound. To pursuant to the provisions of Rule 61G15-31 of the Florida Administration Code, this shall serve as Official notification that the undersigned will assume responsibilities as it pertains to the new impact glass windows installed in the residence above reference Respectfully submitted Guse*Onal P.C. Proineer FL L7001 Width B Tapcons x 3" TWO[? spacing as per NOA a 4 a d a wNew Impart 4 C1 glass window ° A �: A a 8° �. a° r VIEW (From interior) Not to scale High strength cement I (7.000 psi @ 28 days) Note: All installation was in accordance with to fill void. DETAIL A NOA No. 11-1013.20 and 11-1!!114.06 Not to scale Exist CMU wall ' Exist precast ! Refer to Detail A component Exterior (7Yp•) jrte--. Interior s SECTION A-A Not to scale ` 47 REVISIONS sheet title: RETAILS (1 OF 2) SHEET N0. Proiect name: 7 i 1 Exist CMU wall ! J Exist precast component Refer to Detail A on Sheet 1 Exterior Interior t? i i t I i i rapcons !/,"0 x 3" long. ! Exist file rapcon spacing as per at sill NOA Sill { SECTION B-B Not to scale tt�V/StONS i f Sneer title SHEET DETAILS (2i OF z) NO. project name. THE HOME DEPOT-AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 8094091 Name Chester Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 12-0516.02 GD 75.00 75.00 40.10 43.40 36 80 N/A NO 2 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 26 NO 3 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 26 1X4 Mull NO 4 4 11-111-19 PW 65.00 80.00 40.10 43.40 18 26 N/A NO 5 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 51 51 N/A NO �� ar 6 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 37 NIA NO •�: 7 4 11-1114.06 SGW 60.00 70.00 40.10 1 43.40 73 51 N/A NO > 8 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 37 N/A NO 9 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 51 51 N/A NO 10 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO 11 4 12-0516.02 GD 75.00 75.00 40.10 43.40 32 80 N/A NO 12 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 51 N/A NO w 13 4 12-0516.02 GD 75.00 75.00 40.10 43.40 36 80 N/A NO M -a 14 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 50 N/A NO z -� v 0 0 I 15 4 12-0516.02 GD 75.00 75.00 40.10 43.40 36 80 N/A NO P m m 16 4 12-0516.02 GD 75.00 75.00 40.10 43.40 71 80 N/A NO a 17 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 37 37 N/A NO � 18 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 37 N/A NO �_ > - z cn r M 0 o a CD SGW=SLIDER GLASS WINDOW/SH=SINGLE'HURGy I)WIDQUOLje HUNG/GD=GARDEN DOUBLE SWING DOOR/PD= � D e PATIO SLIDER DOOR/CASE=CASEAENT 4:P1dt=-VIt-CW;tE'WINDOW/ED= ENTRY DOOR/AWN=AWNING - 7 r ai •. ... •. • . . .• = m .. co o _ > D • •.• • ••• • • 4ij z r • • • • • • • L • • • •.• • • • �; Q may; i V`� /A( j ST y�i v.7 l ce l X-v7s �, 3 r+.3� WINDOWS DIAGRAM SHEET Job#: �� °�f f Customer. C (0- Consultant: L 63un x4 Date: Floor Now SYMBOCL LS Kitchen , r"1• l: :l' ' - - ; � Roo frame , iMR4 ow MQaM RAOF I'LL 15� . . . . . . . . . . o Nate: 1)indicate 1st,2nd,etc Flaar ot'h'ousa at tap oflempiate;21cr*eate oulline of house and indicate all windows,doors,and roonis; La 3)number the windows to be replaced with corresponding number from Spec Sheet ... ... • . • o WindowWindowDiagram Sheet • • • •• 1012• • • • FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES - 170, 175 mph - Enclosed ; Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 1 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.2 47.8 58.9 48.2 52.3 64.6 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 40.0 1 43.4 53.4 43.7 47.4 58.6 21-30 42.4 1 46.0 56.6 1 46.3 50.2 62.1 21-30 47.4 51.3 63.1 1 51.7 56.1 69.3 21-30 50.2 54.4 66.9 1 54.8 59.4 73.4 31-40 42.5 46.1 56.7 1 46.5 1 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53.4 1 65.9 31-40 49.8 54.0 66.4 1 54.4 59.0 72.8 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 44.6 48.3 59.4 48.7 1 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 1 69.1 41-50 51.8 56.1 69.0 1 56.6 61.3 75.7 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 46.3 50.2 61.8 1 50.6 1 54.9 1 67.8 51-60 49.1 53.2 65.4 53.6 58.2 1 71.8 51-60 53.4 57.8 71.2 1 58.4 63.3 78.2 51-60 56.6 1 61.3 75.5 61.9 67.1 82.9 LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY EXAMPLE OTHER COUNTIES EXAMPLE EXAMPLE OTHER COUNTIES EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND Root/ slope E N G C 0 .4 Inc. DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. Engineering Services-CA 8116 + 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANA11YZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED Z a ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. ZSI Z4 5595 Orange Drive 201 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY Z4 I DAME-FLOR A 33314 OFFICIALS. jZ5Zsj MEANh 00F �, Tel:(954)585- 304 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family a� \HEIGHT �� E-mail:Engco OL.com dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building>30ft exposure B prevails in the upwind direction for a 8jw9 . a fit_ distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBC-HVHZ,use Exposure C when building is located in Exposure B a*h J\as0 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grassI%Vs.A posyre&wilLapplI jen . exposure D and B do not apply. • • • • • • • • • 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater#Zn 5dbD ft�r ZI toWyg thA• buildingheight whichever is greater • • • • • • • • • 9 g •• ••• •• • • • •• MAR 0 8 2015 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH a<=BW x 0.1 ora<=h x 0.4 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) BW less or equal than BL PEDRO DE FIGUEIREDO 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) 06* •e e•• 6:0 *•• ••0 a must not be less than PE52609 • • • • • • • a=3feetor a=0.04xBW 11-TRIBUTARY AREA:10 SQF s • • • NOT VALID W/OUT SEAL o 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larges of 4°/a of the 14zt h$riz@&I • dimension or 3 ft. •'• • ••• • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 12/12/2014 1� c � t e M® MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w w -miamidade.eov/development/ 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 PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building C ESCRIPTION: Series"FD-101"Ontswing Aluminum French Door w/wo Sidelites-L.M.I. Sidelites, Impact", sheets 1 through 14 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Prodoet Control Section renewal stamp with the Notice of Acceptance number and expiration jatc.bX the Miam Dade•••%• Co ISSILE IMPACT RATING:Large and Small Missil:Impact .•0•� 000000.00• • l bear a rane t a�xa*or logoJ•:rt ,.state,• • model/series,and fo owing statement: "Miarni-Dade County Product Control Appfmvd",unld'ss otherwise••;••• noted herein. •••••• • ••••• RENEWAL of this NOA shall be considered after a renewal application has beep*g4*jand there has been••.'• no change in the applicable building code negatively affecting the performance of tDis 13rOuct. . 6990:0 9 TERMINATION of this NOA will occur after the expiration date or if there has been%revisi9*n99or.c«hange;• .• in the materials,use,and/or manufacture of the product or process. Misuse of this RfOA'as an elldVkmen? ' of any product,for sales,advertising or any other purposes shall automatically terminate this NbA,. failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. t tannDE COUN rYNOA No.12-051 . • Expiration Date: October 18,2017 Approval Date: August 30,2012 Page 1 F5. c , PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites, Impact",sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P. E. B. TESTS 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P. E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -5212,dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 07-062910) .•.. . . .... ...... C. CALCULATIONS • •• .• 1. Anchor verification calculations and structural analysis, complying witA•FW 2009••• • and FBC-2010,prepared by manufacture, dated 10/11/11, sigiW Tthd sealed by Lynfl....: Miller, P.E. •••• • (Submitted under previous NOA No. 07-0629.10) ..:..' 2. Glazing complies with ASTM E1300-02/04 ' .. .. .. .. ...... D. QUALITY ASSURANCE . . . . ...... ..• .. 1. Miami Dade Department of Permitting, Environment, and •lt�gulatory. Affair....; (PERA). •• ••• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. 5�;;Y Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 c PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P. E. 2. Statement letter of no financial interest,issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration Testing Laboratory,Inc. dated 04/02/12, signed and scaled by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD401 Outswing Aluminum French Door w/wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. •••••• •• •• •••••• • • • ••••% •••••• • • ••••• 00 • • • • • • c Jaime A Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E--3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE( ODUCrH>r�+'WID —._.— m wmoying pith Ut"Florid0 1.GLAZING OPTIONS: ffe . A.318°LAW NOM.(.402`)CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 02. PLUS(1)LITE OF 3116°HEAT STRENGTHENED GLASS. B.31W LAMI NOM.(.402")CONSISTING OF(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE - MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/16"LAW NOM.L4857)CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.485 CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. Q 0 0 E.13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP F. INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. U 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET N D4 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. GENERAL NOTES............ 1 ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 4 O 2 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 f!) C 4.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 `- SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS qF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 11 e REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 w 5.SHUTTERS ARE NOT REQUIRED. I HORIZ.SECTIONS........... 5 ¢ p O 8.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 7.REFERENCES: EXTRUSIONS................... 8,7 TEST REPORTS FTL-4984,5212&6W,ELCO ULTRACON NOA:11.0408.01,12-0126.09,ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 (0 Ix A W •B O DESIGN MANUAL. g (� 0 `- 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 0 Z O FJ) HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS f7 a 2 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN =ANNEALED LU = A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=ANNEAHEAT-SLED In 0 B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z Z_ TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. �- w � LL O 93 93 ® g1 na N N 2 30 - 30 30 Q 90 �N n N 73 1/2"GLASS BITE 73a` 1/2"GLASS BITE 74 NI/2"GLASS BITEEXTERIOR EXTERIOR EXTERIOR 11994 a 94 a 4$$ $ AN.OR 3/16"AN. 1/4"AIRSPACE o2 HS 3116"HS. HS.GLASS t_3/16"HS. HS'��SS 3116"HS. GLASS .080 PVB INTERLAYER GLASS •• ••lP1wB IN1iE -GLASS 3/16"TP.GLASS (DUPONT BUTACITE OR • ♦ • \`��n SAFLEX/KEEPSAFE • o S A I BQT PS ff 1/8"HS.GLASS •�`�* ��.§' MAXIMUM e• •: :AFiEWKBEP9AF€ a .090 PVB INTERLAYER .� •...... hJ., •• ••• •• VAXIOUI •• (DUPONT BUTACITE) 3/8"NOM. 7H6"NOM. 13116"NOM. GLASS STACKGLASS STACK GLASS - :q m 3 °'d STACK = w 6 a g:Z • e•e • •e• • ��tu 6 y�:0; 3/8" LAM[ NOM. • 7/1�"•I•Ae1 j4OM. 13/16"LAMt IG NOM. = >2:.� Z y: a GLAZING OPTION A OR B NOTE 1••• eIAZII'•d ®P7+10 GOR D NOTE 1 GLAZING OPTION E, 'oy•. • .. Qk—.--.-..� f_•__D, _ NOTE 1 , ryb ........... • • • • • • • • • • • •• •• • e • of •i •t• • t • •e• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS Q APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO NOTES, 0acamv Z,eW,\ ea oomplyi"B wnt,::. :;.A (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS�IYPES: Acte°pmm°No b•�p' REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318°LAMI(118°A-090 PVB,3/16°HS) B.31W I(1/8'HS,.090 PVB,3/18°HS) DOORS WITH GLASS TYPES A,B,C,D OR E C.711 LAMI(3116°A_090 PVB,3116"HS) HEIGHT D.711 LAMI(3/1V HS,.090 PVB,3116°HS) X WIDTH XX WIDTH 68-793/4" 70-833/4" 87 3/4" 1 913/4- e-95 3/4" E.13/1 LAMI IG(3116'TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16°HS) e 37 1171 60 71 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2.COMBI ED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2.MAX Y r O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. XO Wxnc0 WIDTHIDTH-1= 71/2" 091!2" UQ 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX• O/OXX WIDTH=107 3/4° O c MAX. XXO WIDTH=143 314° 361/8" +75.0 -75.01+75.0 -75.01+71.41-71.4 +67.6 -67.6 +64.2 -64.2 Ix - pp " 3.SINGLE DOORS 33 5!6"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841!8° �-� � N �t7 36 314 +75.0 -75.0 +74.9 -74.91+70A -70.4 +66.6 -66.6 f63.1 -63.1 WIDE f,R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NPRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. IW =I 36 3/4" +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. in C TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY5.EXAMP ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: p APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A OM TABLE 1, g tI3 p N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A co REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES 0 S GLASS TYPES A,B,C,D OR E DESIGN PRESSURE=+67.6/-67.6 PSF W _ pQ HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A Q O_ IX X WIDTH XX WIDTH e-79 3/4" 70-83 314" 87 3/4" 91 314" 80-95 314" LL 88"WIDE x 86°HIGH DOUBLE DOOR WITH 361/2"SIDE LITES d N Z r- e 251/2" 40 47 3W' +58.6 -58.6 +55.4 -55A +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE=+70.4/-70.4 PSF � Q � C9 � cs 27 112" 51 314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. p 0 1 LL Oxo WITH GLASS TYPE C 29 1/2" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30'WIDE x 87 314"HIGH SINGLE DOOR WITH 26'SIDE LITES 28 311/21 50 59 3/4" +49.0 49.0 DESIGN PRESSURE_+43.6/-43.6 PSF+46.2 -46.2 +43.6 -43.8 +41.4 -41.4 +39.3 -39.3 ® N � 28 33 1/211 54 63 3/4" +43.1 -43.1 +43.11-43.11+41.5 -41.51+39.31-39.3 +37.3 -37.3 EX.D FROM TABLE 2. A � OXXO WITH GLASS TYPE C a'X te 1 351/2" 67 314" +38.1 -38.1 +38.11-38.11+38.1 -3811+37.5 -37.5 +35.6 -35.6 63 314"WIDE x 80'HIGH DOUBLE DOOR WITH 26"SIDE LITES Ill. o o o DESIGN PRESSURE_+43.1/-43.1 PSF o 3 371/2 6 713/4 +34.0 -34.0 +34.01-34.01+34.0 -34.01+34.01-34.0 +34.0 -34.0 .9c � O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH qz REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01--75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT • DETAIL. 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 5.0 +79'0•--140 +T. -Z5.Q SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -63.9 +b�'�9 r6'�9 +5'�. 19.0 SIDE LITE 2131411 +64.5 -64.5 +61.0 -61.0 +57.8 -S7.8 +55.0 -55.0 +52.4 -52.4 ;z?y r of Q- S 27 314" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 • =�' 7 7- 36 ` 'o'0 361/8" +35.2 -35.2 +35.2 -35.2 +35.3 -95. +35.2 •352 •d34.4 -3+4.4 ' i i 20,5;• •� ;�Gj�:''a 36 3/4" 1+34.01-34.01+34.0 -34.0 +34.0 y�4.0 X34'0 34.0 •M#. -44.0 • • �i,� i� P� �� ••• s • '��l�Iltlii\\l\` ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 731/2"MAX.-- --- 1091/2"MAX. —143 314"MAX.---- axonuCr RENEWED ' 38 3/4"'- - 36 3/4" 36 3/4" 363/4 as wmNrins�dw F� MAX. F' MAX —►�-SEE NOTE 3►�— MAX �—MAX. —^r--SEE NOTE 3--f— MAX. Z °O 17 Dem 49 49EXINAC� Mmm •F 49 04 p 9MID.)Er lE EE ElE EI �IE 11X O 0 X O 0 X AC . 0 o lip.177= cl) u 05 O SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W 0 OX OR XO OXO OXXO 41 71 314°MAX. 38 314" z 371/2" 24 9116"MAX. 33 MAX. U U � LLI A A i MAX DLO(TYP) DLO(TYP.) G O z Z W B ZtA 0 95 3/4" a a Q `- 49 MAX. 49 41 G a cm HT. o w 10 TYP. 95 314° MAX. 843/8" 10`3 (TYP-)MAX '� a DLO 84�W MAX. DLO (TYP.) DOORQ. w DLOHEIGHT =HEIGHT-113/8" a� c (TP) DLO WIDTH'X' -DOOR WIDTH-1215116° D JD Cit F DLO WIDTH'XX'=DOOR WIDTHt2-11 5116" o X J h� IlrriPT • • • • •• p SIDE LITE i i i i i • DLO HEIGHT=HEIGHT-113/8" A--JVV VV i i i•i B-tom O DLO W IDTH =WIDTH-31/8' eft^•• 'i�2; X n/V• •• • • • •• NOTES: _z•h .� sa o.J a w �•Q 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _} 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • Y 3.SIDE LITES OVERLAP'X'AND XX'DOORS BY 314°WHEN AfVtk4BL7D•f0 MAWE''JO`, 4k,'OXgQ1W,�'AND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR COWNECTIONS(SEE APPLICA®ILITY SHEET 2 • :�y� '• �,: ¢ 5.CLEAR OPENING FOR W AND'XX'DOORS AS FOLLOWS: ()MPOP4 WIbTU X5.6464 gW DQCR=1 0*W IDTH/2 4.079) ��tib)c.."'...4L�!````• ••• • • • • ••• • • • •• •• • • • •• •• 3 ritouu ° 40 i A =w �° Vdm uses EXTERIOR + INTERIOR - 'I � prodnot i 10 1 2 60 N Q 37 ; 60 64 AT HEAD/JAMB 0 Q 65 AT SILUJAMB p g CLEAR-COLORED— EXTERIOR —' r EXTERIOR INTERIOR r 62 0 63 a p a ® co in u. o v as O ui o v _ 0 z O to o � F Q � MAX MAXAX MAX. gl MAXW U DLOOOR DLO LITELRE 62 to zW HEIGHT HEIGHT ;� N U LL O �� d ® v LL vu L w SL VIEW G-G a 30 61 CORNER ASSEMBLY .. ... . . . . . 40 1.489 •• ••• •• • • • •• .y�:. 14 v 2� a. 13 DOOR SECT.A-A i i i i SL•4 IP-B yti:`7 z a�i4;�O VERTICAL :. ' :. •VEIRTI�AL 4 49 eaua a� - r MAX.'XX'WIDTH wacode !2 O '�v 100, m Dada 04 • • LEI— Q d � ® � U DLo ' 'SECT.C-C 31 35 36 34 44 HORIZ. 46 45 S DLo a XX 32LU MAX.'X'WIDTH 20 Z D o F LL co an O w O � d U Q I�- co O ® INTERIOR U LU U ® Z c H uj Z 0 HE 7 D: N O � � ��*- a LLo 46 21 DLo 'X'SECT. D-D ¢ N a 5 HORIZ. EXTERIOR o = ¢ 6T SPACING,SAME AS MAX.SL WIDTH JAMB ANCHOR SPACING (SEE SHEETS 7,8 AND 9) [--MAX SL WIDTH ►{ gig 62 oao � �2 MAX Lp p 22 SEE TABLES 1 AND 2 AND N DLO'� �: � p a o NOTES ON SHEETS 1&2 = 0;2 66 62 62 ••F•OR APP6ICA0 *W _>:� � �, SL SECT. E-E SL SECT. F-F HORIZ.(DOOR W/SIDE LITE • •.• : •.• �,��y•.. • 'k,`'�� }• *we• • •• HORIZ.(SINGLE SIDE LITE) ,� ,• ..• � 00 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG# PGT# DESCRIPTION ITEM WG# jPGT# DESCRIPTION 1 9438 60411FRAME HEAD BO 0,20D 6920D SIDELITE HEADER ^ 2 1010 8300 WSTP.,Q-LON.190 X.375 HIGH 81 921D 16921 SIDELITE SILL PRam=mmEwrD 3 7070 67070K BULB WEATH RSTRIP.187 X.300 HIGH � �r�aw,�sue�to�de 82 9188 60381 31 ELITE JAMB pt�,oe�No 1 `UJCI�O•V 4 955 7956X FL HB LT STRIKEPLATE 83 1156 1 QA #6 X 1.000 QUAD PN.SMS 17 5 938 7938X Tp-T.LOCK STRIKEPLATE 84 7898 HEAD GASKET$(STOCKING#70998) 6 956 T956A FRAME HEAD STRIKEPLATE BACKING PLATE 85 999 FILL GASKETS(STOCKING#70999) 7 7632X12FPXP X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 1641M SIDELITE JAMB ADAPTER 8, 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 ; #12XI.000SHE TMSTALSCREW 9 986 70996 GASKET(BETWEEN HEAD&FRAME JAMB) ® 70 712853K SETTLING BLOCK, 32"X 1/4"X 1"W SA,86+/-6 DU O. 4 a 0 10 952A 6533016 FILLER D ADAPTER ® 71 i 71287K SETTING BLOCK,1/16°X 1/2"X VW/PSA,85+/-6 DURO. ll 11000 611000M OUTSWING THRESHOLD 72 64222 BEAD,711 ~ 12 1870 671870 WSTP,.360 RD FOAM FILL TSLOT AMSBURY#32091) 738985 BEAD,3/6" O Q 13 l lW4A 611004M O WING THRESHOLD CHANNEL COVER ® 74 . 78 BEAD,13/16"IG 14 llWlA 4110 1A ACETAL SPACER.085 UNHOUSE INJECTION MOLDED) ® 90 6DURAK14 1/4"DURASEAUG SPACER 15 11002A 4110MA AC AL SPACER.096 UNH SE INJECTION MOLDED) ® 81 OTP248 gum INN(USED IN EXIRUDEDBEAD) 16 11003A 411003A ACETAL SPACER.140 QNHOUSE INJECTION MOLDED 92 64980 SMINTERIOR 267916D F E JAMB(OUTSWING) Q 93 MASS. ` 247 MUM,THICK USED IN EXTRUDED B 65+/-1 DURO. t 21 1010 W$ .,Q-LON.190 .376111tH 84NG SI N OR co W o 88808M E ENT,1.000 X 2.760 X 0.660,8061-TS 95 3/ I-1/"A..90 PVB,3flWHS ~ 0 23 1140 1 PSATB #8 X 1.61V PH SQ A 8 98 9LASS,3/8"LAMI-1/ H ,.90 PVO,311irHS 0) LL 24 1 71048 JAMB SCREW COVER CAP 87 9LASS,7/1 MI-3flW 06 O 930 41721 KE PLATE INSERT 983S, 11W I• 1W .90 VB;3. HS ? (�� co26 1118 710X34PFA #10 X.750 PH.FL. MS ® 98 LAFS,13118 LAMI 10-3/16"TP,V4`AIRSPACE,lir HS,.90 P. ,3/1W HS Z Q N 87 LB WEA ERSTRIP.1 H 103 YFF-YM SHELF IDEAD BOLTLOCKp O I W 910- 910 OR EL, &BO M RAIL 0 U 31 91 1E 8911 DOR PANEL,SIDE RAILZ 32 917 7FRM0 HINGE EXTRUSION S2 w 35-1178 71068FP W,B #10X.625 H.FL MS '504— 1 A Joe C-4 t o 34 91 SMOA S CLAMP � 380 o35 1130 BTR 1 1 THREADED ROD .055--Ji--j 1 N u. 38 0 7990 A 6116.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD IL 38 7 FPT #8 X.76 PH.FL.TEK S CHANNEL COVER 39 997 70997 GASKET ETWEEN PANEL HEAD/ ILL&PANEL STILES 6063-T6 + 40 1023 679240 WSTP. .187 X.250 HIGH,FINS �1 41 928 41720 SLIDE BOLT ABBY.(INACTIVE PALL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS ` 43 1212 7P30GG SILL DUST PLUG(INACTIVE PNQ 4-9m 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) g 45 BUB 8984 DOO PANEL ASTRAGAL 2(OUTSWING) 2 750 b� 46 1213 60200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74USLOK LOOK SUPPORT ASSY. 41707&41708) 48 1139 7634F #6 X.760 PH.FL SMS • • • • • • • 1.000 49 982 -2P AY 2-PT.LOCK ASSY. • • •• • • • • `� "' `J 50 6R1 FS RUBBER SLEEVE • • • • • • • • •• ` A:.. ' 51 930 41721 STRIKE PL INSERT(INACTIVE EL • � 125 y ul a: =a 62 931 7F SPX DEADBOLT STRIKE PLATE 22 TUBE MULL 53 1118 710)(34PFA #10 X.750 PH FL.SMS 6063-T5 54 957 70957X HANDLE STRIKE PLANE ••• • ••• • ••• yy.� 4v��. 55 1118 710X34PFA #10 X.750 PH FL.SUS • • • • • • 'i,�y� '• .... o d •• • • • see ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 ► -1.750 -1.750 i -1.750- PRODUCT RENEWED .050-- _ 1.620 a�m81�w7-IM r] a 1.480-�{ � Awsptencallo 17-r].- ��Sl• _ .250 �{ I+- DeAepro" Lpj(�/ 4.726 WEATHER 4.626 4.728 4.728 37 STRIP CHANNEL 4.000 '062 4.100 082 4.100 .062 4.875 062 3.000 0� 8063-T5 2 1 p 4.675 I 0.376 4.100 O �a Q X810 Lh DOOR FRAME, 2.126 ,125 C6 18 Za JAMB -i 8083-TS J DOOR PANEL DOOR PANEL 3p TOP&BOTTOM RAIL 31 SIDE RAIL / DOOR OANEL DOOR PANEL a p o 8063-T5 6063.T5 {441 INTERIOR R ASTRAGAL 45 EXTERIOR HINGE ASTRAGAL 32 \../ �`- inLL 1.578 6063-TS ai5 O 3r--6 3.111 1 I 1281 ��i �- -.558 I-*--.525 .890 LL dy H 1.71550 780 060 683 050 p p Z 1.400 .050--►�I� -f � { �- .172 ® LLlp N Z di TRUSS CLAMP ="GLAZING BEAD 7/16"GLAZING BEAD 3.000 .683 060 Q O L � 1 O FILLERL - HEAD ADAPTER 34 6083-TS 73 6063-TS 72 6063-T5 _ N N f 3.100 ►] 3000 I �I 1.092 a N : LL IG GLAZING BEAD p 1.479 6,Z SL JAMB 74 8063-T5 Lo 1r9 O 6063-TS a 1.2 1.479 -! AM A 830 a' �' •0J0- 5.459 .075 - 5.212 j FRAME HEAD 8.08b c.075 ll'of O 6063-T8 z 4.588 0 •• ••• • • • • 2,980 0 079 1.489 • •i •i i�i i •• .050 • • • • .489 •• • • •• ` �'vQ,• ��:��' W a 1 3.000 Z- SL JAMB Sze.,O1 z 11 W63-T6 THRESHOLD �•SLS h�E•ApER:•• •:• 61 SILL 66 ADAPTER cj 0 .. . . . . . 110 -T6 6063 r6 boo • • • • • • • • • • • •s •• 0.0 • • •• •• ••• • • • ••• • • EAD HEAD HEAD HEAD � -ZONE"D"�ZO E"D"_1 �ZONEE E" I ZONE°D° ZONE' ZONE"C" "l PRODUCTRWF.D as �C with Um Plodde ,,na„,�o 12-A d x=MINIMUM JAMB ANCHOR Mrat DactaProdn ;� LOCATION. z0 X O o XX p O XO OR OX Lu z -=ADDITIONAL JAMB00 — N ❑ N N N N N ANCHOR LOCATION, `- U EQUALLY SPACED AS p H -, REQUIRED PER TABLES 3-7 ON SHEET 9. O $ SILL II II J � ® ZONE-C' �ZONE LD°tZONE SILLD"� A ZOco NESILLE"� �ZONE"D"SILL � SILLZONE"r S N c o SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE E. SHT.9 SEE TABLE 8.,SHT.9 U o HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE cn ¢ ZONE ZONE"F"—}-ZONE ZONE"D" ZONE"F" ZONE ZONE ZONE ❑ Q I "E" f "E- "E" ZONE"F"�zoE"F"� "E„ ANCHORAGE SOLUTION LL �Y FOR A CONCRETE a w x OXXO INSTALLATION o LUw A.18-x 83 314"SIDE UTES"B"AND N 0 LLL O "E"ZONE ANCHORS FROM IL o x M [] w �w w W TABLE 7,SHEET 8. Q N U ❑ LL N OXO o XXO OR OXX o o OXXO o NO N N N N PLUS; +�' o IB.713/4"x 83 3/4"XX DOOR ZONE �+ "F,ANCHORS FROM TABLE 4, SHEET 9,EACH"F"ZONE. A SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: I TOTALS(4)TYPE 1 OR 2 ANCHORS go z lid }ZO E (-- 4ZO E� _ �SILLISILL SILL� ILL I ILL EACH JAMB AND 2+5+5+2=(14) SILL SILL SILL --} SILL --} SILL "E" ZONE"F" „E" ZONE"D" 4{YE"�" ZONE 2bNE ZONE- TYPE 1 OR 2 ANCHORS AT HEAD ZONE°F° ZONE"F SEE TABLE 7.,SHT.9 SEE TARO/.. HTi9•f: :�i : �� "E" SEE TABLE 7,SHT.9 °E" AND AT SILL. � • •• • • • o ••• EXAMPLE OF ANCHORAGE FORA 71 3i4"x 83 3/4"70C DOOR. •=ANCHOR LOCATION FOR ��`�Q ,.•' " ' • • • • • • • • •WITH 99°x83 3!4"SIDE LITES(SEE SOLUTION AT RIGHTt EXAMPLE ABOVE ��'= ul NOTES: .. ... .. . . .. '�, o �:•. = 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS = w � ..Q o:Z 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3-MIN.O.C.FOR CONCRE•TJ} SEE V(AM%E OXXO ANCHOR LAYOUT ABOVE. Z w O • Y 7 1` JAMBS(ALL):13 1W MAX.FROM CORNERS AND 231/8"MA4.t6C. • • • • • • • • apy, �tq\ a HEAD&SILL OF DOORS:S-MAX.FROM CORNERS,9"MAX.�FROM ASTRAGALOCENTERS AND 20 7/8"N .0.C. ..........,.HD&SILL OF SIDE LITES: • 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFI URAT FROM CORNERS AND ¢ 4" THENlLRUER i0•THE APPROPRIATE TABLES ON SHEET 9. tt ••• f • e • •f• • • f•• 0 0 0 •f• • • TABLE 3.X DOORS Qo TABLE 4.XX DOORS ® TABLE b.O SIDE LITE ® TABLE 6.XO&OX Qo TABLE 7.OXO X O.OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO O �a�1C! wP� GLASS TYPES A,B,C,D,E GLASS TYPES A,B.C.D,E GLASS TYPES A,B,C,D.E GLASS TYPES- q,9,C,D,E GLASS TYPES A,B,C,D.E 1.114"ELCO TAPCONS P ODUC�pjyREN We Florin ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 8W�n8 C No`Q� a✓1 &SUBSTRATE 2.3,WOOD 1.2.CONC &SUBSTRATE 2,3,WOOD 1,2 CONC &SUBSTRATE 2,3 WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1.2 CONC &SUBSTRATE 2.3,WOOD 1,2,CONC 2.114"ELCO SS4 CRETE-I=LEX A P MASONRY ANCHORS 1 D�RWIDTH3 LOAD AOORWIDTHS LOAD ZONES WIDTHS LOADZONES DOOR WIDTHS LOAD ZONES DOOR LOAD ZONES m 3.#12 SCREWS(G6) Dade Product t "XX"-47.75 w m "0"-10.75 "X'-25.50 'X'-26.50 TO 37.50 TO 71.76 TO 38.75 TO 37.50 TO 37.50 4 �, p t p v " i6 Iv 4.ENCIRCLED ANCHOR k � a �_ j QUANTITIES IN TABLES 4 0 _n a - a - "XX -47.75 N $ ~ m o TO 71.75, rn AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE x ?m =o w $ a ¢ a a SIDE a SOLUTION ON SHEET 8. O Q WIDTH x Hf. LITE x x 3 x x x 3 Wnnr1 x Hr. W DDi x Hr. oLU 0 0 o w ryn x HT. o o X x o o x x WIDTH x Hr. o o xx o o o m o 26.60 x 78.76 6 2 7 4 2 3 47.75 x79.7 4 3 8 4 2 3 10.75 x 78.7 4 1 4 1 10.76 x 79.75'4 2 4 2 10.75 x 78.75 4 2 4 2 - 83.7,5 6 2 7 4 2 3 53.7 b 4 7 4 2 3 63.7 4 1 4 1 83.75 4 2 4 2 83.75 4 2 87.76 6 2 7 4 2 3 57.7 5 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 4 2 $7.76 4 2 4 2 g 91.76 5 2 7 4 2 3 91.76 6 4 7 4 2 3 81.76 4 1 4 1 91.75 4 2 4 2 81.7 4 2 4 2 $ W Z --I 86.7 8 2 7 4 2 3 96.76 6 4 7 4 2 3 96.75 4 1 4 1 96.76 4 2 p� 4 2 95. 4 2 4 2 d N p 27.50x79.76 5 2 7 4 2 3 61.76 x 79.76 5 4 7 4 2 3 12.75 x 79.76 4 2 4 2 12.76 x 79.75 4 2 4 2 g 12.75 x 78.7 4 2 4 2 p �- 83.7 5 2 7 4 2 3 $3.7 6 4 7 4 2 3 83.76 4 2 4 2 83.7 4 2 `f 4 2 -4 83,75 4 2 4 2 Q ad 0 87.7611 7 4 2 3 87.75 5 4 7 4 2 3 67.76 4 2 4 2 97.75 4 2 4 2 87.7 4 2 4 p 0 m 91.75 8 2 7 4 2 5 91.76 6 4 7 4 2 3 91.76 4 2 4 2 91.76 4 2 F 4 2 Fa 81.7 4 2 4 2 96.76 8 2 7 4 2 6 x.76 8 4 7 4 3 6 96.75 4 2 4 2 95.75 4 2 4 2 0 95.7 4 2 4 2 0 F 0"1 Z 28.50 x 79.76 5 2 8 4 2 3 66.75 x 79.75 5 4 7 4 2 3 19.00 x 78.76 4 2 4 2 19.00 x 79.76 4 3 4 2 0 19.00 x 78.7fi 4 3 a a W Z r 83.76 6 2 8 4 2 3 83.7 5 4 7 4 2 3 83.76 4 2 4 2 83.76 4 3 4 2 83.75 4 3 ypj 4 2 W 0 Q U 87.76 8 2 8 4 2 6 87.76 6 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 4 2 87.7 4 3 4 2 Q ('J W 81.76 8 2 $ 4 2 5 91.76 6 4 7 4 3 b 91.75 4 2 4 2 91.75 4 3 4 2 81.75 4 3 4 2 LL O 85.75 8 2 8 4 2 5 95.7 6 4 8 4 3 b 96.78 4 2 4 2 95.75 4 3 4 2 95.75 4 3 4 2 Oa. Q 0 C] 31.60 x 78.7 6 2 8 4 2 3 59.76 x 78.7 5 5 8 4 2 3 21.76 x 79.76 4 2 4 2 21.75 x 79.75 4 3 4 2 21.75 x 78.75 4 3 4 2 Q N (� 83.76 8 2 8 4 2 6 83.7 8 5 8 4 2 3 83.75 4 2 4 2 83.76 4 3 4 2 83.76 4 3 5 4 2 O Q Q 87.7 8 2 8 4 2 6 87.76 B b 8 4 3 5 87.75 4 2 4 2 87.76 4 3 m 4 2 w 87.76 4 3 '1 4 2 4 91.75 6 2 8 4 2 6 91.7 8 5 8 4 3 5 81.75 b 2 4 2 91.761 3 1 4 2 81.76 6 3 p 4 2 p $ 95.75 7 2 10 4 2 5 85.7 6 5 8 4 3 6 95.75 5 2 4 2 95.75 5 3 4 2 96.75 5 3 i3 4 2 ti 33.50 x 79.76 8 3 8 4 3 3 63.75 x 78.7 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 �q 4 2 27.75 x 79.75 6 3 m 4 2 m A 83.76 8 3 8 4 3 5 83.7 B b 8 4 3 5 83.76 b 2 4 2 63.75 5 3 Z 4 2 C 83.76 5 3 F 4 2 '4 $7.75 6 3 8 4 3 5 V.75 6 5 8 4 3 5 87.76 6 2 4 2 87.76 5 3 < 4 2 87.75 6 3 4 2 81.75 7 3 10 4 3 6 81.7 8 5 8 4 3 6 81.75 8 2 4 2 91.75 8 3 4 3 w 81.76 8 3 4 3 a o 95.76 7 3 10 4 3 6 95.7 7 6 10 4 3 6 96.75 6 2 4 2 96.75 6 3 a7 4 3 < 96.76 8 3 0 4 3 o Y o 35.60 x 79.75 8 3 8 4 3 5 67.75 x 79.7 6 5 8 4 3 6 36.13 x 79.76 8 3 4 3 38.13 x 79.76 6 4 i� 4 3 A 36.13 x 78.76 6 4 4 3 83.76161318 413 6 83.7 8 5 8 4 3 b 83.76 6 3 4 3 • 83.75 6 4 p 4 3 53.75 8 4 4 3 87.75 6 3 6 4 3 6 87.75 6 6 8 141 3 1 e **:87 b.7 A 3• 34 87.76 7 5 4 3 87lz 19 .76 7 6 4 3 4 ``��tttt �� 81.76 7 3110 413 6 81.7 7 8 10141 3 $ 81� 7 3• 3 91.75 7 5 p 4 3 p 91.76 7 6 K 4 3 �� 1F•,.•••••.., a 95.75 713110 4 3 5 95.7 7 6 10 4 3 5 ••96!95+7 3• 4 •3 • 95.75 7 5 ti 4 3 v 85. 7 5 x 4 9 r' ( ''•2J� 37.60 x 79.76 8 3 8 413 6 71.75 x 79.75 6 5 8 41 3 38. ;79.79 8 3 4 3 38.75 x79.75 6 4 a 4 3 Q 36.75 x 79.75 8 4 x 4 3 7� �, r 60&.4 ° 83 7 8 3 $ 4 3 6 83.75 8 5 9 4 3 6 83.75 8 3 4 3 83.75 6 4 m 4 3 83.76 8 4 W 4 3 W _ :, "Q O. =_ 87.7 7 3 10 4 3 6 87.7 9 6 9 4 3 6 67.75 7 3 4 87.75 7 5 4 3 w w it- ^g 91.75 7 3 10 4 3 6 91.7 7 8 10 4 3• 6 • 9195' •7 B 4 •3 • • 91.75 7 6 � 4 3 � 81.7 7 5 4 3 � y2., j � 95.7 7 3 10 4 3 6 95.7 7 6 10 4 3• • 96.•! 7 f 3 i i 95.7 7 6 4 31 96.75 7 5 4 3 �i Oy t•.,• 0 00 • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD 1314" 13/4" 2X WOOD I 3/4"MIN,E.D. BUCK,NOTE 2 3.4 KSI MIN.CONC. IN E.D. CK,NOTE 2 3A KSl MIN.CONC. MIN E.D.E � BU Ix WOOD BUCK,NOTE 2 MODUCTRmamm 1318-TYPE I 1p 1 3w 1X WOOD 41 TYPE 1 .:,% • I 3/N'TYPE 2 "d 13/4'TYPE 2 1 3/8" BUCK NOTE 2 c+:••;:• lr =1es comptylag 2-00.Aut Aaq '/8" BU I 3/8"MIN. .=D861.01. C ANCHOR, MIN. *N, —. 3/8" 1!4°MAX. —1/4"MAX. 1/4 MAX. 1t4"MAX. D SHIM EXT• SHIM SHIM Him SHIM WOOD C Cr ANCHOR CONC. EXT. Wool CONC. ANCHOR TYPE OT TYPE 41t EXT. TYPE 2 OR 3, ANCHOR, WOOD EXT. -ANCHOR, 2 clj ANCHOR OT NOTE 1 NOTE I NOTE 1 TYPE 2 OR 3, co DOOR HEAD(WOOD) DOOR HEAD(CONC) 1 1/4'TYPE I OR 2(CMU) -J�r_ NOTE I --Av--,\_- ?r. 9 1318" 13/4"TYPE I(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) R. 9 0. MIN. 114"MAX. I a(4*TYPE 2(CONC) 1§0 1/4"MAX.SHIM 1/4°TYPE I OR 2(CMU) Ix _T 1 318°TYPE 1(CONC) I 1,V MAX.RMMAX. HIM 1/4*MAX.SHIM 1314-MIN.E.D. 13f8"MIN. WOOD pl— I R I '�#-I"'.&T 1 3/4°TYPE 2(CONC) 13/4' CONC. ANCHOR MIN.E.D. ON ANCHOR A– 4 Lij 0 CONIC NOTE 1 cl) STAGGERED ANCHOR CENTERS,- 1.5 KSI MIN.CMU OR LL ON WOOD 3.4 KSI MIN.CONC. 06 10 TYPE STAGGERED tow..: 44,:- 3/4"M V_ 20R3. CENTERS __T ANCHOR IN.E.D. •4:1i 3le MIN.E.D. TYPE 6 0 NOTE 1 NOTE < 0 cc 2 OR 3, 4. z lx -A 2X WOOD 2X WOOD j EXT. WOOD BUCK tts KSI MIN.CMU OR A NOTE NOTE lj� BUCK.NOTE 2 3A KSI MIN.CONC. BUCK,NOTE 2 IX WOOD BUCK NOTE" EXT. 0 w W DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) om ORO ANCHOR TYPE 2 C.ANCHOR, z (0) OR 3, WOOD ANCHOR,TYPE 2 OR 3 NOTE I - NOTE I N I 0� �c1d LL CONC.ANCHOR,NOTE 1 0 1XWOOD EXTm 0 1 E EXT. NOTE 3 EXT.fV BUCK NOTE 2 ' < 04 LL 1/4"MAX. 1/4"MAX 1/4"MAX. z _j SHIM -SHIM < 1/4°MAX 1 3/8"TYPE I 13/8' 1 3/8"MIN. TYPE 2 AJA 1 -3 IYPIE 1 3A KSI MIN . ..... ':'-"` /8314"TYPE 2 w! e 1314' 3.4 M31 MIN.CONC. CONI 2X WOOD BUCK NOTE 2 __iMIN.E.D. 2X WOOD BUCK,NOTE 2 13/4" DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) 92! Z NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE OWL*?lMIAII 90WI-ITW ♦ADP&VeDlELCO 1/4'TAPCONS EMBEDDED 1318.MIN.(TYPE 1) OR 1/4"SS4 CRETE-FLEX EMBEDDED 1314-MIN.(TYPE 2). THE MINIMUM DISTONCE FROM O ATr,R-rq CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE 4( ....... AIV #12 SCREWS,G6(TYPE 3)OR ELCO 1/4-SS4 CRETE-FLEX ANCHOR%gMBnEi7:18vli- 2). 2.WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2"THICK. 1x WOOD RIAWS Affit*OPVIONAL IP U141V IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS �i.* THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 0. DEPICTED AS 2x ARE 1 lr . AUTHORITY HAVING JURISDICTION(AHJ). 0;Z= 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF MUST FULLY �Vp,NONJHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) (n&�. 0- SUPPORT THE ENTIRE LENGTH OF THE SILL THAJISN". I STRA76E,ANEbTRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS co . WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN SHE GR06JT AND WOOD STfBSTV-FEOR:S APPROVED BY THE AUTHORITY HAVING JURISDICTION. V_ c6 x or k MIAMF MIAMI-DADS COUNTY,FLORIDA •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miainidade.Mv/pera/ PGT Industries 1070 Technology Drive Nokomis,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 PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-510"White PVC Horizontal Roller Window--L.M.I. APPROVAL DOCUMENT: Drawing No.5191-2,titled"Vinyl Horiz. Roller Window,Impact-resistant", sheets I through 10 of 10, prepared by PGT Industries, dated 01/18110, with revision "C", dated 10/17/11, 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. • 0006 6646:6 LABELING: Each unit shall bear a permanent label with the manufacturer's n'alne or lobo', city, state, ' • . •••••• 1•••• model/series, and following statement: "Miami-Dade County Product Control Ap�rav�d", unles••s o•tterwi`e • noted herein. :*a@*: •... • RENEWAL of this NOA shall be considered after a renewal application has been frleA and Core etas beene••• no change in the applicable building code negatively affecting the performance of tlfi$"duct.d• • ; 99:90 TERMINATION of this NOA will occur after the expiration date or if there has•Dsoso#revisionor change 06 so • in the materials,use, and/or manufacture of the product or process. Misuse of th$N04 as aq end9rseme4t•.,;, of any product, for sales,advertising or any other purposes shall automatically terminate this N0X*Failuw • to comply with any section of this NOA shall be cause for termination and removal 4^0A. • 99* :"": ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, rlorilla, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. M �4DAD8 tdTY NOA No. 11-1114.06 •• • ,(q�. Expiration Date: February 17,2016 Approval Date: February 09,2012 Page 1 ( l PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07 2. Drawing No. 5191-2,titled"Vinyl Horiz. Roller Window,Impact-resistant",sheets 1 through 10 of 10,prepared by PGT Industries,dated 01/18/10,with revision"C", dated 10/17/11,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 HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916,dated 06/18/09,signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS• *••e 1. Anchor Calculations, and structural analysis, complying with lV$C X007,prepared by manufacturer,dated 08/20/09,signed and sealed by Robert L.Colark4 P.E.'••'•: ...... (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E1300-02/04. •..••• • • .•.e• . D. QUALITY ASSURANCE ' . .. ..... . .. .. 1. Miami-Dade Department of Permitting,Environment,and Re "y Affairs(PERA) • . • . . :**so: E. MATERIAL CERTIFICATIONS 0 e .. .. . . ... . 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemourf -Co.,.,Inc. k for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC 2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P. E. Jaime D.Gascon,-P.E. Product Control Section Supervisor NOA No.I1--1114.06 Expiration Date: February 17,2016 Approval Date: February 09,2012 E-1 r r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15--27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of conformance,dated 08/20/09,signed by Robert L. Clark,P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark,P.E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory,Inc.,dated 06/18/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR-510 White PVC Horizontal Roller Window-L.M.I., approved on 02/17/10 and expiring on 02/17/2015. • • . . • . . ...... .. .. ...... 6.00 • • •6•0•• • • 6••6•• • • 6666• •00 0 0.000: • • • •6••6• 0 • •0606• • • • • • 00 .Iaime D.Gascon, Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17,2016 Approval Date: February 09,2012 E--2 ®IMPACT-RESISTANT HORIZONTAL ROLLER r 2 fie"MAX.TYP• 4"O.C.MAX.TYP. 21/4 r- ® Design Pressure Rama Impact Rating BOX FRAME AND INTEGRAL FIN WINDOWS 1 +60 70PSF LOW and Small +801-70PSF Large Mosile Impact OrdYy GENERAL NOTES: 1.GLAZING OPTIONS: A:7/8"IG-5/18°HIH-SGP+7/16"-AIR+1/$°A CAP _ S.7/8"IG-5/18"H/H-SGP+7/16"-AIR+11WT CAP o p NOA DRAWING TABLE OF CONTENTS 2.CONFIGURATIONS:XO AND OX, Q � a �w SHEE.f. 3.DESIGN PRESSURES.+80%70 PSF(ALL GLASS TYPES LISTED) S GENERAL NOTES....................................1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE / ELEVATIONS...........................................1 • GLAZING DETAILS...................................2-3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST p g SECTIONS,I.F.FRAME............................4 SECTIONS,BOX FRAME..................._....5 PRESSURE AND GLASS TABLES ASTM E 1300.02. + 6 Pa PARTS LIST..............................................8 4.SHUTTERS ARE NOT REQUIRED. . EXTRUSIONS.................................-.........7 ANCHORAGE SPACING,BOX FRAME..8 S.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS ANCHORAGE DETAILS,BOX FRAME.-..9 X O ANCHORAGE DETAILS,I.F.FRAME.......10 SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE — SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 33103% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS SCREWS,THAT MATERIALS, ME INTOINCLUDING CONTACT WITH OTHER DISSIMILAR •32 314 VENT DLO WIDTH 32 9118 FIXED DLO WIDTH INTEGRAL FIN MATERIALS SHALL MEET HE REQUIREMENTS OF HE FLORIDA 73"MAX MAX SIZE=730 X ST BUILDING CODE APPROVED ANCHORS:1,910 STEEL SCREW(G67 781/4"FRAME O.D. 2,3/18"ELCO ULTRACON. 8.REFERENCES:TEST REPORTS FTL-5918;ELCO TEXTRON NOA 73°MAX 07.0425.01;ANSUAF&PA;NDS-2005 FOR WOOD CONSTRUCTION; 32 9/18 FD(ED DLO WIDTH ADM-2008 ALUMINUM DESIGN MANUAL. 32 314 VENT DLO WIDTH 7.HIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF HE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT F FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF ye4�5 TRANSFERRING APPLIED LOADS. 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE / O AND FLANGE OR FIN.OVERALL SEALINGIFLASHING STRATEGY S rttoDucrxxvtseD FOR WATER RESISTANCE OF INSTALLATION SHALL BE / as Building ingwhhdm Florida IIeildlog we N DONE BY OTHERS. � x � p�� 0�li O 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,AND CONCRETE MASONRY UMTS sy I COMPLYING WITH ASTM C-90. m X O IIIIIIir $1r1"MAX o e t/� �oENst • BOXFRAME •• 4 S/� •t'1—• SEE Silk-f-PFOR 15°MAX O.G. 8 M MAX SIZE=73°X 82" _*: Nc•58705 a —moi ANCHOR REOUIREMENT$ _► ..- - �Lij 4u`60 BHC2010OCHAQE • • ••• t:OF JJ 10/17H1 J. �011.1�WIQAAddd DPA ctbox hams.chs ts5TEMie`�6 ME ELEVATIONS&AWHORAG�E ;O, �nalowril- res. •. . . • • Vln i Horiz Roller IMndow,Im ct-reslstan! �� 'I1111Wl SF 0e- N4AdA9S.FZ 99Z7A • Bm@s'd9xM Bslr a." Ws ALYNNIAAII.twP.E. JA /wef0 NTS 1 a 10 51912 8 PF-#wm • •• •• • • • •• •• ••• • • • ••• • • ® 718.OVERALL GLASS NOMINAL 118°LAMI GLASS NOMINAL 118°HEAT STRENGTHENED GLASS 7118°AIRSPACE - Z0 DUPONT 118°ANNEALED OR SGP INTERLAYER TEMPERED GLASS /8"HEAT STRENGTHENED GLASS 112"NOM. GLASS SITE 32 0 3s 37 28 29 10 EXTERIOR apt ft 2 ft Rwlde �iidin8 Code '� OPTIONAL Aoxyuemcexo li FLANGE rL d D '-ppdeProd"aComcol 778"I;AI�Ill M CsLaZM DETAIL , ••• LYNN •VNITH r1hO'l1 W GLAgAND 1/8"CAP •• s•• •• • • • •• =*' No.58705 !� 1 J J 101171111'B NO CHANC3E THIS SHEET • ••• • ••• • 'gym" %�O•• w • • 1 TEfINOLC�Y DRIVE GLAZING DETAILS-BOX OR FLANGE FRAME ;,�` �<oRmP.•'G�� J. •. 01/18110 A Cha ew make ,dta Wa avis, �� mss• • • SS;''•.... •• �`� • •• •P.o x • Vh1 l Hodz Roller fflndow,Im aCt•-resistant "r amx am AbRd(W�8 Ft 2�a • ewK m..e a,»�� n LITAI RE J.R 08/17108 HR610 i:t 2 a ill 5191-2 8 P.ES 88708 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® WW OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL /61 HEAT STRENGTHENED GLASS 7/16'AIRSPACE 080 DUPONT 1/6°ANNEALED OR SGP INTERLAYER TEMPERED GLASS /6"HEAT STRENGTHENED GLASS 112°NOM. 29 v GLASS SITE 32 p7v=--s—ml 39 37 28 29 EXTERIOR 35 O PRODUCP REYL80D as amwlyingwuh Om Ftreid• OPT/ONi4a,. Buildiop Cndo FLANGE M vet ••• •9�8;LA�Mlt.so.�I;f1ZINGDETAIL \`��ON(LYNN�j/,�'��i ••WITJl 5L'o'6j'l:Arf l p' S%ANDl/8-CAP xrENaj •• ••• •• • • • •• *' No.56705 JJ. 1017111 B IVO CHANGETHIS SHEET • ••• • ••• • "^ gyp''•�sM,011 ty�� 107eTE�INOLdiY DRIVE GLAZING DETAILS-INTEGRAL FIN FRAME �'�` �<oRIOP.••''\�': J. 011810 A Changed lasameke ,drawin 1R/e.• • Ilolcoras,P�azrs ae, ,FS+S;''• ..... �G`�� • •• =0.aegx ' ; ' Wn /Hor&.Roller W/ndowjin ect-rwk and ''��,�/0��NAI�yy��:\ aaama�s Derv: Lae: 0I718,FW4274 •• 8ituneaaec eow: aw. role 1L LYNNIRMII.tER P.E. J.R oe�tios +tRo�o 1:1 3 d 10 5191-2 B REA58M or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 19 18 13 SEE NOTE 1 1 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 18 HEAD SECTION 1 1 t22 E 3 29 29 EXTERIOR 11 SEE NOTE 2 4 5 29 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#5 x 112 FL SMS,LOCATED AT 411r FROM EACH END AND AT 16°O.C. 2.#8 x 318 FL SMS,LOCATED AT 4 W FROM EACH END AND AT 16e O.C. 1 3.#6 x V2 FL SMS,LOCATED AT 4112° SEE NOTE or, FROM EACH END, 4.CAM LOCKS., 29 (2)AT T EACH END PROOUC7'R6VTSED 6.WEEPHOLES ARE 1e X 3116°.SEE Ruiwhigcogid0 t0aR1 SHEET 1 FOR LOCATIONS. T �ccePmnwNo .0 WELD 1 SEE NOTE 5 M rroduct DETAIL E ••• •• ; ; • ; ; ." SILL SECTION `\��`Ory LYNN 41�/ HOT WELD CORNER AS't4ffi11r. (1101 EGf fAL FIM ' • •• 1 No.58705 • *00 • ••• • • o STA E OF J J 1&17111 B NO CHANGE THIS SHEETS oYT �� FCORIOP••'' �� CROSS SECTIONS-INTEGRAL i�tiV R 01/18H0 A No char s this sheet • • o N.F aeFff cVin Horiz.RollerMndow,RACQWe.F�97�74a kabace 6ak mnmffi,w. �: A LYNN��ILLER RE J.R. oa(120 Halo 1:2 4 a 10 5181-2 B P.E.eaam •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 19 13 _ 18 2 SEE NOTE 1 14 SEE NOTE 4 DETAIL SEE NOTE 1 15 16 HEAD SECTION 2 2 0 EXTERIOR SEE NOTE 3 b 29 29 11 EXTERIOR SEE NOTE 2 4 5 29 21 22 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6 x 1/2 FL SMS,LOCATED AT 41/2° FROM EACH END AND AT 18e O.C. 2.#5 x 318 FL SMS,LOCATED AT 41ir �JT FROM EACH END AND AT 16'0.C. Z 3.98 x 112 FL SMS,LOCATED AT 41/2' SEE NOTE 21 FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT 7e EACH END HOF �� T'RODUCT RCVISP.D 6.WEEPHOLES ARE VX 3/18°.SEE to complying ed16Om Florida HuHdio}Codo SHEET 1 FOR LOCATIONS. Accepfince No • ilY SEE NOTE 6 Nhemi P[odmx 10 DETAIL E •. .•. • . • • • •• •• SILL SECTION \`��ONy LYNN 48 HOT WELD CORNEKA$S&(VbL:f. :• •• �.�� ceNSF (BM FIME)i* 0 • • •• 2N0.58705 CAL • ••• • ••• • o ��: SA 1 J.J. t0/t7/t t R NO CHANGE THIS SHEET • �p: ,STA E OF I ,o oarvE CROSS SECTIONS BOX FRAME _ ROrt1aP. G� J.R 01MO A No than es this sheet • • Is�Ie• • • '°� '� _ • •• •-Plg�Bc�c p• •• Vtn 1 Horiz.Roller Mndow,Im d resistant )NAL t�1�k18, 3E27 mcemweet awe r. aa.o•xe �•: y�y 1 P.E. J.J.R. 0812/08 owe 4 I0�610 10 6t91-2 8 A`P.E9 se70s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® ITEM DWG NO. PART A DESCRIPTION OTY _ 1 6166 65168 FRANE HEAD,SLL AND JAMBS(FN ONLY) 4 2 6189 85189 PRANEHEAD,BILL AND JAM(BOX MY) 4 21 4 5102 65102 FDfEDNEENGRAL 1 13 5 6123 65123 FMWEETY16ROM-ALt1MA"REINF. 1 8 78X1FPAW H x r PH TECH(CAMLOCt,Kam) 4 8 7OX312PPABX SCR.6X312"PP TYPE AS(FD03) 4 9 716898P 330026 ALUM SCFMNSLPADRT PLATES 2 10 6138 65138 ROLLIRTRACK t 11 6138 65138 ANIILFr 2 16 12 71038W NSTALLATION HOLE FLU03(BOX OM.Y) VARIES O 13 8106 65106 SASHNrERLo ERI.00K ALU 1 14 8114 86114 NTERLOCKPAL-ALUM7NNMFEW. 1 � 8 1876208SIAW CAMSKW WEFPLOCKS 2 (Di 1H 781338LCAMSWETFLOCCKEEFEt 2 O 17 1644 61644w WSTR.167 x.270 FN SEAL 1 21 11 18 6137 05137 SASH SIDERAL t 19 8114 66114 SIDE PAL-ALWANUMRMW. 1 20 1644 81844W W8TR AST x.270 FN SEAL 1 21 5100 88106 SASH TOP&BOTTOM RAL 2 22 5114 86114 TOP&BOTTOM PAL-ALLUNUMFEW. 2 23 1644 6164400 VVSTP..187x.270FN8EAL 2 24 226-7 1 42112HO ROLLERHOUSNO 2 2� 25 1 7MMA2 BRASS WHEELS 4 28. 7612PW 8 x l2 FH PM#2PTSN9 VAIM 27 783SAN 7x3t8F4-iRM.#WTWM VARIES 26 28A 63WKWI6 7118°ISUPER-8PACER 286 6SVYMW SW SUPERSPACER 20A 6112 65112 GLAZNG BEAD;1-LrrE 716'LAM LG.GLASS.IM TEMFBRED 4 32A 0UFBOARD-AITSPACE-10 ANNEALED-.090 - PJB NTETLAYER-V8°ANNEALED(8116°LAM) y/ Mr LAM LG.GLASS:1/8"ANNEAL® y 328 OUTBOARD-AMPACE-1/S°ANNEAL®-.090 - PJB WTEF AYER•1/8°ANNEALSD(5116°LARM 34 WON 1 35 VVEIPCOVERS 4 37 SETTNG BLOCK 39 SLS DOW 1199 PRODUCT RBVISBD 40 flu dvlyingCalwhFl b OW oxhla Acecpfmcallo " `4- 6 Lir BY 10 vhemlt3utc • • • • • • • • • /^� `��`` (LYNN35 • •s • • • • ••• • `�a'N�.•''�,1GENSF'•;FSP •• ••• •• • • • •• >�: No.58705 JJ 1017/11 B NO CHANGE THIS SHEET *so i CJS r • •�• 107II�TE'�L��I,N�OLC DRIVE • • a ` PLO C., (� BOM&EXPLODED VIEW O '•• <' J. 01118110 A Removed 3/4'glow and beading from "ice"'°'rT�1az76• • • '" �'.F • Vin Horiz.Roller Window,lm -reststanf _ '.SS/ONA\- —3—MFa.m D.W. •• PdoM�1 4 • "` �"' ,r f0 61912 S 'A.1L1MN1# P.E.J.R. Owzw HMO NTS e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REMOVEABLE NAIL FIN REMOVE- ABLE 1.83 FLANGE1.847 .070 1.250 .083 080 m 1.440 .086 .174 OBS T 4.000O Q 1. FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT a� ODWG#5902 DWG#5123 SASH INTERLOCK RAIL RIGID PVC O Al 6005-T6 DWG#5105 13 RIGID PVC .080 1.847 1.180 3.2b0 � .688 F+ 1AFRAME ODWG#5116 T RIGID PVC 1.100 a�lL F .ass .oeo I Lore L� .j1_ SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL SASH TOPMOTTOM RAIL 2.x76 DWG#5914 $ DWG#65137 21 DWG#65106 14 18 22 Al 6063-T6 O RIGID PVC O RIGID PVC RODUCfRIIVf38D con wilts iho F{od" Una rCoda �Qr, .080 AomptaocoNo 1- Q 1.3W— eto 1 0/ r .060 8�� miiemi 1 Oct 210 .880 32b0 ••03r • • • • • •• M1,11 i ••i i i i i • —►1 I+—•OBS � NV LYNy,y��`ii,��. BOX FRAME . • . c . • ... . �':''''�lcENSF'•:FP O DWG#5189 ••• L�lB€A ••• ;I�OLLLR TRACK/ANTI LIFT *t No.58705 RIGID PVC DWG#5112 DWG#5138 V DUAL PVC RIGID PVC = fl'• � , p t> E11WI71110 8 IVO CHANGE THIS SHEET • ••• ••• •'• • wwtoaor :�0 •. BTAYE O EXTRUSION CROSS SECTIONSe11a eath4 foeuextras/ens, ved. yin Horiz Roller Window,lm ct-resistant 'SIONA1-E o a• 14 M n4 ' �'°" "°�"° 0� a LYNN�� p.E. 08 roraro 1:1 1 7 a 10 5191-2 B v.e.asa705 OV ••• • • • ••• • • HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+60/-70 PSF OR LESS ANCHORAGE NOTES FOR BOX FRAME: WINDOW HEIGHT ®1.ANCHOR TY . 1-afar ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES) 24 30 36 42 46 54 60 83 2-#10 SM SCREWS,GRADES(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHOR #OF ANCHORS REQUIRED(TYPE 1 OR 2) MINIMUM EDGE DISTANCE OF 318°. WIDTH(in) LOCATION 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. Head and Sill 2 2 2 1 2 2 2 2 2 6.S°MAX FROM ALL CORNERS 24 JAMBS-18.3126•MAX.O.C. Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-15'MAX O.C. Head and Sill 3 3 3 3 3 3 3 3 3•INSTALL PER THE ADJACENT TABLE ANCHOR 36 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. Jamb 2 3 3 3 4 4 5 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT Head and Sill 3 3 3 3 3 3 3 1 3 OPTIONAL FLANGE. 42 Jamb 2 3 3 3 4 4 5 5 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10. Head and Sill 4 4 4 4 4 4 4 4 48 Jamb 2 3 3 3 4 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 54 Jamb 2 3 3 3 4 4 5 1 5 Head and Sill 5 5 5 5 5 5 5 5 60 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 68 Jamb 2 3 3 3 4 4 5 5 RODUCT REVISED Head and Sill 5 5 5 5 5 5 8 8 y>ngWUndh,rlorlds ufffts Code 72 sA p`ne"`°N.° t41fir Jamb 2 3 3 3 4 4 5 5 a Head and Sill 5 5 5 5 5 5 6 1 6 Control 73 Jamb 2 3 3 34 i • •05 titllit No.58705 NOTE FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. . • p ., 1 11T/1B NO CHANGE SHEET OF A �+ J.9.01/18/10 A Addealadddiana/andrortntomta8on. • • 'M/�E,ANOL ANCHOR CHARTS �. • •• nti�lblblla Fi a • Vln Hor& Roller Mndow,Im act-resistantmg- _ '��S/��O��N��A��i��E�•• J.R. 01,1aw • "W10 NTS 8 -1 10 - 5181-2 S A ItYNNM¢LER,p E. p"um • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 13/8^MIN. #10 SCREW,SEE #10 SCREW,SEE , 1/4"MAX.SHIN-•{ SHEET 8 FOR SPACING SHEET 8 FOok O 7aff� __ !I 1 318"MIN. REMOVEABLE � FLANGE 1/'J MAX. SHIM 10 SCREW,SEEIN. NOTE:INSTALLATION HEET 8 FOR SPACING REMOVEABLE TO THE SUBSTRATE FLANGE OF 1x OR Zx WOOD REMOVEABLE FLANGE-/ BUCKS TO BE ENGINEERED BY JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1318°MIN. APPROVED MASONRY 3.6 KSI MIN.CONCRETE APPROVED MASONRY ANCHOR,SEE SHEET 8 .. ORIX KSI MIN. U. ANCHOR,SEE SHEET 8 1/4"MAX SHIM ►I Imo— FOR SPACING ' °• °'' :a FOR SPACING f.+.'y :';i' .;•: •„� 'r: :.• 13/8"MIN. 1 1w "!s REMOVEABLE —J— MAX' FLANGE iw W T SHIM MAX "+ SHIM • a. ' REMOVEABLE .+:.Y. FLANGE.'.�,;:�.:�••'.::. .'`�., . • ..�• REMOVEABLE FLANGE APPROVED MASONRY ,:. ,� :,�• .:a'.; 13V MIN. 3.8 KSI MIN.CONCRETE �' , d,• 'a•;. ...�. OR 1.6 KSI MIN.CMU ANCHOR,SEE SHEET 8 3.6 KSI MIN.CdIQChETE FOR SPACING OR 1.6 KSI MIN.CMU JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME moD>JcrTmmw THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE osmuplyftw18idwNeld0 1X BUCK OPTIONAL A�cmw �wwftml " a& 1x BUCK OPTIONAL 1x BUCK OPTIONAL Accept NOTES:1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED 3/18"ULTRACON,EMBEDED 1 3/8"MIN., DISTANCE FROM ANCHOR Miood TO CONCRETE EDGE IS 1"MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADS COUNTY,USE#10 STEEL SCREW,EMBEDED 1318"MIN.. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1yKW;K%WWSE=OTAI*TIICKNBBB IS LESS THAN 1 1/2".1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD R�IL`IZ3 DEPICTS A!2�lAR[1 fJ2°fli Ilglt OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOp ��``�N�IYNN j/I�ii, BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BV AUTHORI'K FI VTi G DI��V. • `� CZ�•'...... ��'s 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A NAEIMUMQ N F T5AND A(MINIMUM OF V8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE Wffi" F"ME SIMM AR TOTHA►SHOWN41N THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL * No.58705 _ BEA#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSUF3 AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ J.J 117/1 f B NO CHANGE THIS SHEET • *00 • ••• • • II � 10 O Y DFM ' INSTALLATION DETA LS-BOXIR ANGE FRAME pO,C.'•, STA�El ,r=tui J.R 01/18/10 A No ch s th/s sheet. • • i „�CORIVP• Mis, re >� . �` .` • •• +P o e+,xasamw , s a• •• Vn Horiz.Roller ndow,i Ct Yeslst8nt ��'riss/ONAI 11M10 1:2 1 9 m 10 51912 P,E.A 88708 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 114°MAX.SHIM 1/8"(.131°)DIA.x 21/2°NAIL, SEE SHEET 1 ® FOR SPACING 1.85 REMOVEABLE 114"� FLANGE MAX. NOTE:INSTALLATION SHIM TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY 1/8'(.131')DIA.x 21/2"NAIL, OTHERS REMOVEABLE FLANGE ®SEE SHEET 1 FOR SPACING JAMB W/NAIL FIN HEAD W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 114" rMAX. 3HIM REMOVEABLE ..jL FLANGE 1/81(.1311)DIA.x2 V2"NAIL,_ Q T ® SEE SHEET 1 FOR SPACING SILL W/NAIL FIN PRODUCTMvIsm THRU NAIL FIN INTO WOOD FRAMING oswmplyingwftb ma Florida ]uildhtg coda eccPtZ -io Data ~ NOTE$: .mil adaPro uet otitiol 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 1/8"(•1311)DIA.x2 10 NAIL 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 110. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SQL D WOOS BU¢KS♦DEPI pMD AS 2x ARE 1 1/2°THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS• ERyO Bel'OjFI�{RS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ♦ • •• • • • • • �� pN�LYNLYN 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIM MSW• LAR TO THAT SHOWN IN ��Ye�� fF T'�-52A A M1111 UM OF 1/8°THICK THEALUMIN `�`P��.•''vGENSF''•�P �� THESEETAILS FOR 2x WOOD BUCKS.THE ANCHOR STRUCTURAL MEMBER SHALL BE OF A SHALL TO BE A IO ET METAL 3 WITH LL ENGAGWEBAME EMENT INTO THE ALUMINUM. No.58705 �w' �c r _ IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. JT '101171111'B NO CHANGE THIS SHEET • • • • • • • ° STATE OF I �! loTorEchNotoorDANE INSTALLATION DETAILS-INT.FIN FRAME •. FLOR�oP• J.R. WWII) A Corrected neh len to 2- ;added dla.►n dethnaf.• NOKon+� acmes • + moi,c�` ••• • N.P. i• i a Hork.Roller Wlndow,!n -reslstenf s`�S'1l0�(�(A1t.LC `� or..n nate: ptc ONI•,FL342r4 A L�MV a�a cFi,P' AR 08/12/ HRSao 12 10 a 10 6191-2 S P.E ty 8W.8 • •• •• • • • •• •• ••• • • • ••• • • L , , t M AM MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 200 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1arn1dade.uoy1k)e-ra/- 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 PERA Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code " tcane one. ESCRIPTION:Series"PW's-2720/2820 Vinyl"White PVC Fixed Window-L.M.I. axed Window Impact •.. & PW 2820 PVC Fixed Window Impact", sheets 1 through 7 of 7, prepared by roanufacttjrr.xA dated••••• 08/04/08 with the latest revision"C" dated 10/27/11, prepared by PGT Industries,Jnl.,ligned and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control,P.aWsion stain p With the 0 0 0... Nati Prodtrat�Cmntrol Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ' 0000.. 00 • 000.0 • er s natDe,or logo, city,.state,..;..• model/series and following statement: "Miami-Dade County Product Control ApppoWO unlessaeth4wise••..•. noted herein. :00:0: RENEWAL of this NOA shall be considered after a renewal application has been filed and th*aedaa%been•° no change in the applicable building code negatively affecting the performance of tt4%ror"gduct. • ;•••• TERMINATION of this NOA will occur after the expiration date or if there has been a revisiont or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.09-1104.02 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MlAMI•DADECOUN Y (yA�s NOA No. 11-1114.19 J A P P R• D �` R tv Expiration Date: August 11,2015 2 Approval Date: February 16,2012 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 09-1104.02) 2. Drawing No. 0840885 titled "Series PW 2720 PVC Fixed Window Impact & PW 2820 PVC Fixed Window Impact", sheets 1 through 7 of 7, prepared by manufacturer,dated 08/04/08 with the latest revision"C"dated 10/27/11,prepared by PGT Industries,Inc.,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 Along with marked-up drawings and installation diagram of a PVC fixed window, prepared by NCTL 210-3642-1, NCTL 210-3642-2, NCTL 210-3636-1, NCTL 210-3636-2 and NCTL 210-3635-1, dated 09/17/09, all signed and sealed by Gerard J.Ferrara,P.E. (Submitted under NOA No. 09-1104.02) .... C. CALCULATIONS •" •• 1. Anchor verification calculations and structural analysis, comp y:qg with V%1 200 prepared by PGT Industries, Inc., dated 07/15/210, signed avd.sealed.by Luis lt••••; Lomas,P.E. 9494#0 """ (Submitted under previous NOA No. 09-1104.02) ••••• 4,0 • ••••• 2. Complies with ASTM E1300-02/04 . . D. QUALITY ASSURANCE :-00% 1. Miami-Dade Department of Permitting, Environment, aril••k9ulal"orr.•eiffaii;*"" (PERA) •• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co., Inc.for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co., Inc.for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. e Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.11-1114.19 Expiration Date: August 11,2015 Approval Date: February 16,2012 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 11- 0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC 2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence,dated 10/29/11, signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of no financial interest, independence, conformance and compliance with the FBC-2007,dated 10/21/09,signed and sealed by Luis R. Lomas,P.E. (Submitted under previous NOA No. 09-1104.02) 5. Laboratory addendum letter for Test Reports No. NCTL 210-3635-1 issued by National Certified Testing Laboratories, Inc., dated 04/06/10, signed and.sealed by Gerard J. Ferrara P.E. •••• see*:* (Submitted under previous NDA No. 09-1104.02) ' 6. Laboratory compliance letter for Test Reports. No.'s;; TL 210;AU2-f.,•**' NCTL 210-3642-2, NCTL 210-3636-1, NCTL...210-3636-Z and—••• NCTL 210-3635-1, issued by National Certified Testing faboratorie4 7ric;dated.... 09/17/09,signed and sealed by Gerard J.Ferrara,P. E. `••••• ••••• (Submitted under previous NOA No. 09-1104.02) •• •• •• •• •••••• . • • • www... G. OTHERS •••••• 1. Notice of Acceptance No. 09-1104.02, issued to PGT Industrie;IL fbt th%k-.Series*•' "PW--2720/ 2820" White PVC Fixed Window- L.M.I.", approved on ORA 1/10 and expiring on 08/11/15. e Jaime D.Gascon,P. Product Control Section Supervisor NOA No.11-1114.19 Expiration Date: August 11,2015 Approval Date: February 16,2012 E-2 REVISIONS 48 1/4" MAX. WIDTH REV DESCRFRON DATE APPROVED A PER DADE LETTER DATED 2-4-10 03/25/10 R.L. 44 5/8" MAX. D.L.O. 53 1/4" MAX. WIDTH B ADDED "WHITE"To ALL PVC 07/08/10 R.L. 49 5/8" MAX. D.L.O. C 2010 FBC UPDATE 10/27/11 J.J. Fr_ NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED MAX 9 25X/8" �� AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 84 1/4" 80 7/8" STRUCTURE. FRAMING AND MASONRY OPENING IS THE HEIGHT D.L.O. MAX MAX RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF HEIGHT D.L.O. RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RFO IU REQ FOR THIS PRODUCT IN WIND—BORNE DEBRIS REGIONS. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 PW2720 AND PW282O PW2720 AND PW2020 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. PVC FIXED WINDOW PVC FIXED WINDOW C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, 49 WxW 531/4°x 64 114• GRADE N. TYPE 1 (OR GREATER). EXTERIOR VIEW EXTERIOR VIEW D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN PW2720WITHGLAZlAIOTYPESCANDD THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DESIGNPRESSURERATM IMPACTRATWG DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. +66.0 PSF LARGEANDSp14LL 7) FRAME MATERIAL: EXTRUDED WHITE RIGID PVC .108" THICK. -80.0 PSF MISSILE IMPACT 8) PW2720 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES C AND D. PW2520 TYPES AAND B PW2820 UNITS ARE GLAZED WITH SENTRY GLASPLUS DESIGNPRESSURE RATING IMPACTRAT/NG INTERLAYER, GLAZING TYPES A AND B. ALL OTHER COMPONENTS IN PW2720 AND PW2820 ARE +100.0 PSF LARGEANDSMALL THE SAME. -120.0 PSF MISSILEIMPACT •• ••• • • • • • •• TABLE OF CO PGT INDUSTRIES �,caHs •. • •• • • • • ......... !F /ice SHEET NO. DESCRIP IFN • • • • • • • • 1070 TECHNOLOGY DRIVE ' k 1 ELEVATION AND NOTES • NOKOMIS•FL 3275 '*:' No.58705 PRODUCE REVISED 2 ELEVATION AND DESIGN PRESSURE CHART asVUM$yjnv,0hftFIWW$k PW2720 PVC FIXED WINDOW IMPACT ° ��"•��•( PW2820 PVC FIXED WINDOW IMPACT ti 3 ANCHORING AND NOTES • ••• • ••• A xO ELEVATION AND NOTES 4 BILL OF MATERIALS AND S IONS• i^ R DRAW. wwa Na REv ,��• ZOR 5 — 6 INSTALLATION DETAILS • •• • •• • °�• ° TJH OB-00885 C �SS/QIYAt- 7 GLAZING DETAILS AND CO POE • scALE NTS Da1E 1O 21 09 HT1 OF 7 AIL�e�r J` • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REV DEStxtIMN REVISIONS DATE APPROVED A PER DADE LETTER DATED 2-4-10 03/25/10 R.L. C NO CHANGE THIS SHEET 10/27/11 J.J. 53" MAX. WIDTH 49 3/8" MAX. D.L.O. Maximum design pressare capacity chart Panel w Idth(in) Height 244.0 30.0 ' '36.0 42.0 46.0 53.0 (in) Pos Nag Pos Nag I Pos Neg Pos I Neg Pos I Nag Pos Neg 78" 74 5/8" 2410 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 MAX 30,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 HEIGHT D.L.O. 3¢:0 150.0 150.0 150.0 150-01160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 A0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 4,Q' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 60 0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.8 145.8 141.9 141.9 00.0` 150.0 150.0 150.0 150.0 150.0 150.0 146.6 146.6 137.5 137.5 132.4 132.4 71b 150.0 150.0 150:0 150.0 150.0 150.0 141.2 141.2 131.2 131.2 125A 125A PW2820 PVC FIXED WINDOW 78.0 150.0 150.0 150.0 150.0 150.0 150.0 136.8 136.8 126.4 126A 120.0 120.0 53"x78° EXTEITIOR VIEW PW2820 WITH GLAZING TYPE B LDESIGN PRESSURE RATING IMPACT RATING ti20PSF LARGEANDSVIALL MISSILE IMPACT •• ••• • • • • • `\�\111111tttt� •: �•� • PGT INDUSTRIES ;�`�t�•'�GENSg''�Fp��i� 1070 TECHNOLOGY DRIVE ••• ••i ••i ••• i i *ODUCTREWSSD NOKOMIS,FL 3275 is No•x,8705 ay•pypWn witb Um Florida • fx RoDdmacaft _ PW2720 PVC FIXED WINDOW IMPACT ' AcceptmtaeNo PW2820 PVC FIXED WINDOW IMPACT 0 a" ft II • ••• • ••• • I ELEVATION AND DESIGN PRESSURE CHART 1� 87A E of • • • • • Product Control DRAWN: owe NO. REV ��'••FLOR\OP:•��\� • i• •• i• • •• • • TJH 08-00885 C �is`S/ONA\- sDa�E ziwfmmw NTS WE 21 09 SNE"2 OF 7 P.E.GSBmB • •• •• • • • •• •• REvmoNS REY DESCRIPTION DAZE APPROVED A PER DADE LETTER DATED 2-4-10 03/25/10 R.L. � 6" MAX. 12" MAXC NO CHANGE THIS SHEET 10/27/11 J.J. .'�" D.C. s" MAX. 6" MAX 6" MAX. 12" MAX. �J 6" MAX. -•t— O.C. MAX."4 �_ 8" MAX. O.C. 6" MAX. MAX. I� �I 8" MAX. T O.C. I / 4" MAX. -t— NOTES: / 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 8" �• �j WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF O.C. 8" MAX. 1/18" OR GREATER OCCURS. MAXIMUM ALLOWABLE D.C. SHIM STACK TO BE 1/4". T 2) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" ITW TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS 6" 6" 4" MAX PAST THE FRAME THICKNESS. LOCATE ANCHORS AS } SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5) ALL FASTENERS TO BE CORROSION RESISTANT. PW2720 AND PW2820 PW2720 AND PW2820 PW2820 PVC FIXED WINDOW PVC FIXED WINDOW PVC FIXED WINDOW e" 3°x7 48 u4"x es" es 1/4"x 84 1/4" 8EXTERrx VIEW EXTERIOR VIEW EXTERIOR VIEW ``tttii U I1t��' •• ••• • • • • • ••: 0 0 : PGT INDUSTRIES `��` ��.•'ttCENSF'.FSt '�i • •• • • • • ••• • 1070 TECHNOLOGY DRIVE ••• ••i ••i ••• i ¢kontlorRevls>?n NOKOMIS, FL 34275 _=*: No.58705 FW2720 PVC FIXED WINDOW IMPACT ({. AewyenmNo PW2820 PVC FIXED WINDOW IMPACT Lo '.Eq h • ••• • 000 • 8°0 D ANCHORING AND NOTES %gyp sTArE 0REV ••i i• • •• i• • •• • • uat Comtel DRAWN. OrlD NO. 08-00885 C ••• • ••• • •• • a to f d�dl�b SCALE NTS I DAtE 10/21/09 1 SHEU 3 OF 7 P.E.9 aeras • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS UST ae+nsroNs NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL R6v DESCRIPTION DATE APPROVED 1 8304 FRAME HEAD,JAMB AND SILL LB PLASMS INC. WHITE RIGID PVC A PER DADE LETTER DATED 2-4-10 03/25/10 R.L. 2 8345 PICTURE WINDOW COVER LB PLASTICS INC. WHITE I=PVC C NO CHANGE THIS SHEET 10/27/11 J.J. 3 8328 7/8°PLAIN BEAD LB PLASTICS INC. WHITE FUM PVC 4 2N8-8K-038 RIGID FILLER 85 DUROMETER FRANK LOWE NEOPRENE 5 8343 FN ADAPTER LB PLASTICS INC. WHITE RIGID PVC 6 SIKAFLEX 552 GLAZING COMPWW SIKA POLYURETHANE 7 IMPACT GLAZING SEE SHEET 7 1 4 5 3 a MASONRY FLANGE 1 2 4 SEE NOTE 4 (� 1 3 7 l„J INTERIOR 7 2 .3 Q EXTERIOR Q EXTERIOR INTERIOR 7 HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION EXTERIOR INTERIOR W/FLANGE A FIN FRAME HEAD SHOWNJAMBS&SILL SIMILAR CONSTRUCTION NOTES: 1)FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC LINEALS. ALL CORNERS ARE MITERED AND WELDED. U 2)ITEM #6, FIN ADAPTER, IS A NON—STRUCTURAL ADO—ON PART. U MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 5-6. 3)WHITE PVC EXTRUSION TO BE LABELED WITH HAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND MDCA MITERED AND EXTERIOR VERTICAL CROSS SECTION WELDED CORNER `c�isiliTrT�r� •• ••• • • • • • 1 PGT INDUSTRIES ��`��•'"GENSF''`F1�'�� • •• • • • • ••• • 1070 TECHNOLOGY DRIVE •• ••• •• • • • • 1t13NSBD NOKOMIS, FL 34275 *: No.58705 1NTicR/0R BwitUUmFtocid° PW2720 PVC FIXED WINDOW IMPACT A No 1. PW2820 PVC FIXED WINDOW IMPACT AIT ••• • • 61 •• Deco BILL OF MATERIALS AND CROSS SECTIONS ��0•, Sf BPmd.CaAI '•• i . • ' boH mmFRAME CORNER CONSTRUCTION DET ' Tj 08-00865 C SIO ••• • ••• • • • scue NTS DA'M 10/21/09 -'u4 OF 7 r.EsaeToa ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • REM CONCRETE) 2 5/8" MIN. oNS MASONRY EDGE DISTANCE RFV cEscraPnow DATE APPROVED BY OTHERS � V 2X BUCK/WOOD FRAMING A PER DADE LETTER DATED 2-4-10 03/25/10 R.L. BY OTHERS, 2X BUCK TO a• BE PROPERLY SECURED C NO CHANGE THIS SHEET 10/27/11 J.J. 1 q 4 4• 3—THREAD METAL SPUD MIN. EMB. •• 1 3/8" IBCA (.080'7 BEYOND WN. EMS. MIN. SUBSTRATE I BY OTHERS APPROVED SEALANT 1/4" MAX APPROVED SEALANT 1/40 MAX o BY OTHERS SHIM SPACE BY OTHERS ® SHIM SPACE APPROVED SEALANT Q 1/4" MAX 1X BUCK BY OTHERS, BY OTHERS SHIM SPACE IX BUCK TO BE 0 RIGID FILLER DRIGID FILLER o0 PROPERLY SECURED 010 WOOD RIGID FILLER EXTERIOR INTERIOR 3/16" ITW TAPCON SCREW S#10 TEK CREW EXTERIOR INTERIOR EXTERIOR INTERIOR HEAD HEAD HEAD CONCRETEJMASONRYFLANQE INSTALLATION WOOD FRAMAW OR2X BUCKFLANGE INSTALLATION METAL FRAMING FL4NQE INSTALLATION HEAD$HOWN,JAMBS AND SILL SIMILAR HEAD SHOWN,JAMSSAND SILL SIMILAR HEAD SHOWN.JAMSSAND SILL SIMILAR 2 5/8" MIN. CONCRETE/ EDGE DISTANCE MASONRY 2X BUCK/WOOD FRAMING BY OTHERS 4 .a BY OTHERS,a BUCK To BE PROPERLY SfCURED 4' 4, 3—THREAD 1 1/4" v 4 METAL STUD MIN. MIN. FMR- 1 g/8- 16GA (.0$0') BEYOND t MIN. EMB. MIN. SUBSTRATE BY OTHERS APPROVED SEALANT o BY OTHERS 1/4" MAX. #IINVTERIOR /4" MAX. T SHIM SPACE APPROVED SEALANTIM SPACE oREI 1/4" MAX 1X BUCK BY OTHERS, BY OTHERS APPROVE SEALANT D SHIM SPACE 1X BUCK TO BE �� RIGID FILLER PROPERLY SECURED � RIGID FILLER 3/16" ITW TAPCON IGID FILLER EXTERIOR INTERIOR EXTERIOR TEK o W SOREW REW EXTERIOR INTERIOR HEAD HEAD HEAD CONORETEANASONRYBOX FRAME INSTALLATION WOOD FRAMING OR2X BUCKBOX FRAME INSTALLATION METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN,JAMSSAND SILL SIMILAR HEAD SHOWN,JAMBSAND SAL SIMILAR HEAD SHOWN;JAMBS AND SILL SIMILAR `j%i t I i i l T I i •• ••• • • • • • � LYNN �� ••: : : : : PGT INDUSTRIES �`�t16,•7'�\DENSE'•, • •• • • • • ••• • 1070 TECHNOLOGY DRIVE • • • • • • • • • *i •• ••• •• • • • PRODIICT Rwmw NOKOMIS, FL 34275 No.58705 escrq4YmewltbthoFiof PW2720 PVC FIXED WINDOW IMPACT — RatldiupCodd""'''�� . ''0 •• •G, I/ - Accopmncaxo PW2820 PVC FIXED WINDOW IMPACT %� ' STA EOP Ltl •s• e • ••• • • e• nam D INSTALLATION DETAILS §10 • • • • • R ouw Oiyi1 wa + s ••.... •• . • i• • •• i• • •• M iff ;9; ibaunl TJH 08-00885 C ��'��SI�11N11 AL ••• • ••• • •• • 9�g pq•� � A Lym,Rffi�r,P.E NTS 10/21/09 5 OF 7 PE•BB70$ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RVASIDNS 2 5/8" MINREV DESMUMON DATE APPROVED . EDGE DISTANCE A PER DADE LEM DATED 2--4-10 03/25/10 R L C NO CHANGE THIS SHEET 10/27/11 J.J. CONCRETE/ 4 ,a � d 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BY OTMN� d d 4 MIN EMB. BE PROPERLY SECURED 1 3/8" MIN. EMB. 'FIN TO BE FIN TO BE SET IN BED OF 1/4" MAX SEC IN BED OF BlE 1/4' MAX APPROVED SEALANT �� SHIM APPROVED SEALANT O SHIM SPACE 1X BUCK BY OTHERS,—/0� RIGID FILLER qf7 RIGID FILLER 1X BUCK TO BE PROPERLY SECURED 3/16- PROPERLY TAPCON #10 WOOD EXTERIOR INTERIOR SCREW EXTERIOR INTERIOR HEAD HEAD ODNGRETE/MASONRYRN INSTALLATION WOOD FR4MNVG.OR2X S"FlN INSTALLATION HEAD SHOWN,JA&W AND SILL SIMILAR HEAD SHOWA&JAMBS AND SILL SIMILAR METAL STUD 3—THREAD 16GA (.060-) MIN. BEYOND BY OTHERS BSTRATE FIN TO BE SET IN BED OF gEj�/4 APPROVED SEALANT SHIM SPACE 0 RIGID FILLERtYNN •• ••• • • • • • `\`ttttttrll„��' • • • • • • • • #10 TEK '. .0 ••: : 0 a 0JU- ft PGT INDUSTRIES :��.: ��ceN3F'•;F� �� EXTERIOR INTERIOR SCREW • • • • • • • • 1070 TECHNOLOGY DRIVE •• ••• •• • • • EVISED NOKOMIS, FL 34275 - N0.58705 u,o l�iodd& W�HEAD ��.. 114 PW2720 PVC FIXED WINDOW IMPACT0METAL FRAMING FIN INSTALLATION PW2820 PVC FIXED WINDOW IMPACT a a►1 HEAD SHOWN,JAMSSAND SILL SIMILAR • • • • , INSTALLATION DETAILS ' o' TA E PDRAwN: REvO[Odu�Control TJH 08-00885 C aCAtE NTS DF 10/21/09 T 6 OF 7 a e w ee� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS 7/16" REV DESO7IPRON DATE APPROVED 3/16" HS 1 1/16" A PER DADE LETTER DATED 2-4-10 03/25/10 R.L 3/16" HS C NO CHANGE THIS SHEET 10/27/11 J.J. SENTRY GIASPLUS .09" 3.25" BY DUPONT SENTRY GLASPLUS it BY DUPONT 625° 3/16" HS 3/16" HS 3/16" TEMP EXTERIOR INTERIOR 0 EXTERIOR INTERIOR 1.772° 7/8" GLASS D / 2.L ��O T SITE 7 8" GLASS &5" �— BITE g —L 5" .515' SlKA552FLEX a SIKAFLEX Q .25"r 552 FRAME HEAR JAMB AND SILL O PICTURE WINDOW COVER WHITE RIGID PVC.108"THICK WHITE RIGID PVC.OB°THICK GLASS TYPEA GLASS TYPE B 7/16" i 1/16" 3/16" HS 3/18' HS .09" .09' .285" 9" BUTACITE PVB BUTACITE PVB I BY DUPONT BY DUPONT 985" -•►{ 1.279" � 3/16' HS 3/16" HS 1.378" 198"3/16" TEMP 0 EXTERIOR INTERIOR EXTERIOR INTERIOR O3 7/8'PLAIN BEAD RIGID FILLER MIH TE RIGIDPVC.OB"THICK O 85DUROMETER 5 FIN ADAPTER 7/8" GLASS Q O 7/8" GLASS NEOPRENE.18"THICK O RIGID PVC.082"THICK BITE SITE O D SIKAFLEX AGI 552 SIKH M552 o 552 `V��111lI1 i//F i •• ••• • • • • • •• ��` LYNN GLASS rYPEc QzssTYP�r�•; PGT INDUSTRIES ` '�� "S ''•� e • • • • • • • • • 1070 TECHNOLOGY DRIVE •• ••• •• • • • •• NOKOMIS, FL 34275 _ No.58705 pR•sucrxavGSD QflOVIy�dheFl°rtBD PW2720 PVC FIXED WINDOW IMPACT MoopmoeNo 1 "1t 14.1 PW2620 PVC FIXED WINDOW IMPACTGO q II � • ••• 000 1S GLAZING DETAILS AND COMPONENTS A '•, STATE F 41 • • e • • • • ��'��'••,FCORIOP••'Cj?� ••• i • •• i • • 1d1a�dDaiaM vxYComm1� DRf DBRi Na " �'� `SJONAi. • •. • •• • • • TJH 08-00885 C ��FFrIIII+�``` ••• • 1•• • • • • A.Lynn FAIFer,P.E SCNE NTS DAtE 10/21/09 —7 OF 7 P.B.6wm AIL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I MIA%�ADE W11A1tiII--DADE COUNTY,FLORIDA s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADAUNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"CIipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 630038,titled"Impact—Resistant Aluminum Tubv* tllions", • r. •• 0000•• sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the later revision dated 6]%9/15, •. signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade.�4V Y ProdVit•Oontrol• • Revision Section stamp with the Notice of Acceptance number and Expiration�#Jgby the Miagti—Dade. County Product Control Section. 4660 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant **0609 ••••• 0 • • 0000• LABELING: Each unit shall bear a permanent label with the manufacturer's V*0�mt 00 •oe•r logo,•kX,�state,.••••• series, and following statement: "Miami—Dade County Product Control Approved';.xWess otherwise noted •• . . herein. . . . . 0 0.0 0. 0000•• RENEWAL of this NOA shall be considered after a renewal application has beep f Aand there has been:•••• no change in the applicable building code negatively affecting the performance of thSg prdduct. .• • 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 member preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-110E5.01 M1aMi•nAul cooly rS i�.^. Expiration Date: May 26,2016 Approval Date: February 12,2015 Page 1 . I 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. 6300JX 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,sealed 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 sender previous NOA No. 10-0819.05) see* C. CALCULATIONS 0.00•• •• •• ••• 1. Anchor verification calculations and structural analysis, comply;V with FBC 2010• and with FBC 5th Edition (2014), prepared by manufacturer,.tldfc'd O1/22/.w4igned' and sealed by Anthony Lynn Miller,P.E. •• •• 0.• 60:06••:••• 0 0 •• •+ 00 0• •000.0 D. QUALITY ASSURANCE •••••• • •` 1. Miami—Dade Department of Regulatory and Economic Resoul;es•(R R). •• •••• . . ...... E. MATERIAL CERTIFICATIONS •` •` 0`0 ` •• • 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th 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 06/06111,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. gime D.Gasc6 ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 F PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05105/11,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. FTI.-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder 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 Seizes Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. . . Soso ...... ..Soso .. •. ...... ...... • .... . ..... so 0 000 ...... . . ..... • Jainte D.Gasconn,P. �.E Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE Opp� 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. INSTRUCTIONS_ •••---- •_•_.„._.1 FIGURE I: ) MULLT02XWOOD._.„_,„..„.„.._2 Ila MULTIPLE I1 ()PENIN°WIDTH FORYERTICAI MULL AI2g1E8 TO gE Z THE TYPE AND NUMBER OF ANCHORS IS CRITICAL 70 THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS NW L TO SX&MASONRY.„. 2 ki IE33 MULLIONSI / iNx--- INsmE HAVE BEEN TESTED AS"FREE-FLOATING”ANO 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL DETAILS INSTALLATION NOTES_-.„._.„...g d RECTANGuwt NOT HAVE A GAP OF MORE THAN UV FROM THE CUP, MULL TO MASONRY_•„•„•_„•,_•„•3 SHEETS 2-3 SHAPE MULL TO STEEL 8TU0»„........„..„.3 •6 m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL„.„.»„.». .__.»...3 O DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UISO.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS•••-••-•-• •_3 N t W IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS..._._._.„.„..4 Z BAY MULL INSTALLATION__-4 O Gj // �/ �/ ♦\ 1 X 2 X.126 MILL SPECS».........__6 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2 X.376 MILL SPECS........... W INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS.____7 % 1 1 X 2.76 X A MULL SPECS.__„...„B sEE D a, / I t / I i I /N, 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.600 MULL BPECs„.. B W SHEETS 2.3 _ III \I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPECS„.....„....10 m J: ~ --� I / ATHRU ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 TUBE MULL SPECS__ i�-- III SHEETS 2$ 1X4X.376'r MULL BPECS.__._11 � Q PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. g l III I I 1.26 X SASS X.266 MULL SPECS.„12 HEIGHT 1.26 X 326 X.160 MULL SPECS_...13 Z W� �• cd U; eJ WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 326 X.624 MULL SPECB_.„14 LENGTH MR HORIZONTAL 126 X&N X.%4 MULL SPECS„.„i6 � SEE DETAIL E ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOW BUCKS BY OTHERS,MUST 2 X 4 X.26 MILL SPECS„_.------1e z BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.26 MULL SPECS.»„..»._.17 � Cn � "• SHEETS 126 X2.11XYKILL S8CSCS„„18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT H REACTIONS. 30•X 326 BAY MULL SPECS-_15 46'X326 BAY MULL SPECS......._20 � O MULLION&CLIP DIMENSIONS._„21.23 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACOWAGGRE-GATOR NOAS;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2..-_------------24 co PRODUCTS MAY ADM ALUMINUM DESIGN MANUAL LOADING EXAMPLES..__........__..26 N BE OF ANY TYPE. Musa BE 0)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z N 52 t SYMANUFACTURED CODE ,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITH (D UI Q R O�� `+y i PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d [7 a CCCO �sEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. [g�� I HORIZONTAL �D•d'H� S� � (LFI MULL stiEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THATTH E SPAN AND OPENING LENGTH HOPJZO.NTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUBiEMENT(LBSJ” FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR/TRAPEZOIDAL'. PRODUCER8V(36D U t:omplft WB6 t6o FIN114o '1 LENGTH r-°PE�NG WITH-I r HOR Z MULL LERSTH—,1 4)FWD THE CHOSEN MULLIONS MULLION CAPACITY(LB F t�FROM TABLES to THROUGH 18A ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING BSSdivaco Q THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MUWON IS SPANNING VERTICALLY OR HORIZONTALLY).THE Mwglm oNo OS.• MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F1')FOR THE OPENING OBTAINED IN ✓// OPENWfl STEP 1). gy—Z,.72 GTiiD• _t�•� FOR T 5)FROM THE SAME TABLE USED INSTEP a)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE N1ert I %�Prodtttt CoNm1 Ha(w LENGTH NORM REPREEV'S T41j rNDLOI}D T�RVSFEgRE$TO 1VE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. I I)L 11((I 8)FROG THE ANCHIGR AFI'i(LB•S)T CAPACITY M MEF. 3s OC OC THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��\`,��ON,.. N,y L 11— JJJ ANCHORMUBSTR+4iEIAMCHOR-CLIRIPA "MAYsAPPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•'' UCENSF•�!!F • • • • • • • • •. •• ••• •• • • • •• oPE.RT1 WIDTH _ No.58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL Muu 7}IF THE MULLION CAPACITY O.BS/FPL OBTAINED W THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L8S/FT')FOR THE Fon rnlcu°nwLL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS . 0 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 64 S SEE CORRESPONDING DETAILS MULTIPLE MULLIONS • ••• • ••• • • p (V` FROM FIGURE 1 ABOVE. 8)fEFk FY THIS DESIGN PRESSURE RATING(IBSNT-)fOfbTHE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %��•'•,�C 7E [V PRO C*ACITY OBTFJNED FOR THEM UlLI N Sly TEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '��ss��00101k 8)jijpWLIG PTO_UrJAND:A%LE V4g,%US&JlfA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. �� 1VAL t 11`x\` A LYNN Mf0L'94,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A. MULLION MULLION TO 2X WOOD BUCK MULLI�I DETAIL W. 4 MULLION ATTACHED TO 1X Fw--CK-5-TW--j TYP.aNCHOR OR WOOD FRAMINGWOOD BUCK AND AND PER SUBSTRATE. ga (OFFSET CLIP SHOWN) (STANDARD UPS SHOWN) srACHMENT orHEt:s sEESEErABLEs18188 SEE NOTE 1, N MULLION I I eHEE[1. `$ m I I SEE SHEETS ° b I MIN 2.7K81 EDGE 6 EITHER THE ° I 1 1 21-23 FOR HOLE d I I CONCRETE OR CMU• i I DISTANCE, W STANDARD O e I LOCATIONS a I I SEE SEE TABLES OFFSETYSE ° EDGE o o I EDGE DISTANCE 15.188 CLW MAYBE 1 DISTANCE ° 1 4 FOR MASONRY -7 N INSTALLED BY 4 I II FOR WOOD I I ANCHORS W Q CD O TFi48 METHOD. ° 4 8CRE9Y8 �288'MAXFOR qO4 e I 1 1 SIDE VIEW Z (y ALL MULLIONS 4 ° V 4 ° ° ° ° e EffHER THE rt 4 ° a ° STANDARDO ffi• 4 4 ° e 4 OFFBEf MULL ° � c CLW MAV BE 4 4, EXTERIOR ° ° e -° INSTALLED BY ° 4 ° ° EDGE THIS effTHOD. r Z e d ° 4 DISTANCE 4 Z ° e FOR ° ~ Q} ° e ° MASONRY ° , 0 L ,•/� ° THEOFFSETCLWI9 ANCHORS F. p RECOMMENDED FOR M 44 e FIN-FRAMM ° EXTERIOR WINDOWS,BUT MAY 4 ALSO BE USED FOR o Y OTHER FRAME TYPES. a o 0 z TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE. PER SUBSTRATE, PER SUBSTRATE, / SEE TABLES Wise SEETABLESIB-16B SEE TABLES 18.188 // EOOEIEND DISTANCE BUCI(STRIP SEE TABLES AND EMBEOM N BUCKSTRIP 1&i88 ATTACHMEM .+ BY OT AND EMBEI HERS.SEE NOTE 1. ATTACHMENT • ,+ BYOTHERS. SHEET I. • r SEE NOTE 1, . SHEET I. ,•• ' '• MPI 2.7 KSI CONCRETE OR CMU • ODUCf REWSHO SIDE VIEW FRONT VIEW aswrivblas wmacFleema FRONT VIEW AmVtWcoNo 4 r� INSTALLATION NOTES: eml Dade Plodaet Contra 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 REPRESENTATIN • • • • • • • • ��pNY LYA+ht��77ii ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTAN THE • •• • • • • • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON • • • • • • • • Q•;•''A,ICENSF•.,l�.�i J FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.•• 000 •• • • • •• No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ^'0 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • ••• • ••• • • ?O• SY 5:,0LY1 �'•. 6)FOR MASONRY APPLICATIONS IN MLAMI-DADE COUNTY,USE ONLY MtAMI-DADE COUNTYAPOROVED • i s ® • • ;��1'•F<og1DP,.•'��`� ELOO ULTRACON OR ELCO iW S.S.AGGREGATOR MASONRY ANCHORS. s• • • • • • • • • 00* e ••• • ••• • kty'Y'P1 FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • DETAIL E: DETAIL C• 12GMN. MULLION TO MULLION ® � MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �. a MASONRY STRUCTURE MULLION va , (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR-CROSS' o (STANDARD CLIP SHOWN) INTERSECTIONS. u x 2)MAY BE INSTALLED HORP.ONTALLY LROTALLEDBY I TYP.ANCHCR (SHOWN)OR VERTICALLY. PER SUBSTRATE, N I SEE TABLES 113-138 3)SEE U-CLIP DRAWINGS,SHEER 21-23 m CLIP MULL Y BE i � TOP VIEW FOR CORRESPONDWG MULLION. Ii 1 ° FOR DISTANCE MIA.LION Q I I I FOR MASONRY 1 ANCHORS VAfiIES�----»i J I ,,—SELF-DRILLING ORPRE-DRILL In A c ��\ MULLION AND USE SMS ll.l ° m m a EXTERIOR 40 4 e MULLION z J EDGEDISTANCE ° THE OFFSET CLIP IS ' I- K 'd FOR MASONRY- c ° RECOMn¢TIOED FOR `` Z U ANCHORS DOWS.S T MAY /INTERSECTION ALSO BE USED CLI FOR UP 8 a OTHER FRAMETYPEB. EXTERIOR Ks�CCj '— TYP.ANCHOR d ? `— r SEETASLESIB-138 4 4 ` O p TYP.ANCHOR BEE FOR N 1- PERSUBSTRATE, HOLE LOCATIONS $ � p SEE TABLES 18138 FRONT VIEW EDGEATTACHMENT DISTANCE ll� S2 S2 BYOTHERB, - SEE TABLES f1" co EMBEDMENT SEES NOTE 1, r°• - sEET&ESSB V ¢ O O • p Z ` EWE o - DISTANCE sd MM 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 16l3TBA LES SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. G=I TYP.ANCHOR A //// PER SUBSTRATE, \ DDUCT 2) Y ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. SEE TABLES 1&138 REVISED SEE SHEETS ® l trpb IED Floltde ONLY.LY.BECAUSE AUSS E THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.y�FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE . FOLLOWING SHEETS.FOR DETAILS A D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Deto nalLuoN 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 1 ad*Pcodact Coetm 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® I 1 t I t 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAM(-DADS COUNTY APPRW ED •• ••• • s • EDGE CE �� pNY•LV NN ELCO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRY ANCHORS. �j • O• •T :•: • FOR NW 9rE0.8TUD9 THERTWN SEE TABLES �� ` 3F (F�i CR 16 GA AND COMPLIANT WITH THE FL BUILDING 18.138 • ` Q•. 1.lCEh/ • CODE,A 2X WOOD BACKER MUST USED. •• ••• •• • • • 911 ATTACHMtNT BY OTHERS. + No.58705 :1} EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: ••• •:• ••• 0:0 :• ••• ••• 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �n'., 3T TE p • • • • • • • ANCHOR VALUES MAY BE USED. ' t� ITO •• • • • • • • • • %�d�s�•..RIDA„•G� • •• •• 2)SEE CORRESPONDING MULLION TABLES, ;,IONAIL �,.� ••• • ••• • ••• • SHEETS 5-20,FOR QUANTITY OF SCREWS. A.'&NN M11LlkF\P.E. FL P.E.#58705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: ® � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 6'. (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 'v$gt SEE DETALSA-E, o 2':q S SHEETS 2 AND 3 FOR INSTALLATION 36.OR 45 �,� TO SPECIFIC SUBSTRATE& BAY MULL MULLION M O O Z O O O O O O O O -1 LU O O TOP VIEW SIDE VIEW1 i LU V O SHOWNWLTH I•x4•x.t2W I TOP VIEW I L mN id MULLION EXTERIOR 1 i 1 i PERSUBWRATE,ANCHOR � O I I SEE TABLES 16B OR 169 Z m STANDARD MULLION CLIP � TYP.ANCHOR 1 i ' l+ MODIFIED TO FR ME I PERSUBSTRATE' I I I EXTERIOR z Z CONDITIONS. I SEE TABLES 1&146 Z O a I I 1 rX6•ANGLECIDP. ' Z Q C5 I I I 2 PER MULLION ENO,MUST BE a 0 MULLION I I L 1 INSTALLED INSIDE OF BAY MULL. F, f;,• p N o � a i ANGLE CLIP, F N vYi vYi I I MUSTT BE STTAALLEDD Q Z Q Q Q I �I 1 INSIDE OF MULL. �.03 I I I TYP.ANCHOR PER SUBSTRATE, SEE TASLES 18.148 ./� INTO WOOD. EXTERIOR OR MMAASOONRR ALUM INTOWOW, ASSN STANDAFiDCLIPTOBE EXTERIOR ALUM CMU OR MASONRY MODffiEDIN•flELD. EXTERIOR �. PRODUCrURVISED PER 14 INTO WOOD,STEEL., AA 5.01 ®® I ®® ALUM,CMU OR MASONRY EDGE CO ' DISTANCE \farm Uct nfro PER ANCHOR LILIIIIII777j DIST CE F �t i i • • ••• �`�SON,........ PER ANCHOR H: • •• • • • NOTES FOR INSTALLATION OPTION G& O• • . Q�..•'VICENSF'l�lnp NOTES FOR INSTALLATION OPTIONS F: • • •1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. •• ••• •• • • • •• NO.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.1 P X.126-MULLION. 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE • ••• • ••• • 3WETAIL H:SEE TABLES 158 OR 169 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %IAE2)SEE TABLES 16-136 FOR ANCHOR QUANTITIESAND SHEETS 21.23 FOR HOLELOCATIONS. ;O3}THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. :O:ATIONS. tOP.••' \R" • •• • *00 •• • ttt 1j1�1 ••• • ••• • ••• •• A.LYNNMJLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A ®� Mullion Capacity Table bee � Opening Width(forvedcal n muMons)or Opening Haight(forhoftorta0y9paMrgnvulots) ��ffIQ sob BO in 70m BO in 90to t00 b1 1201n 14001 160 to Reetenguler Treplldeng ReoteagWer I ireP/almtg• Re6mrlgWer Tregrlden8• Re¢tml90ar Treprr6ang. Reotengat« ltep/7dang. Reetetgmar 'Rap7rdatg. ReetmlpOnr Tr Writ 9• Reotergular TreWW-1• ReeWoft TreglMGM i 1 It2X.126 Loeang Loaan9 Loea16 Loetbtg loaaag Loaartg Loaartg Loaang Losang 1.02*11 Loaaog Loafing Loam Loaaftg Losang Loaan9 Loaan9 Loeafm �yr AIM Mullion a z �"' m o 421n 111.91 408 128.8 332 93.2 408 1169 328 78.8 408 107.8 321 69.8 403 104.4 319 62.1 408 104.0 319 69.9 408 104.0 319 48.8 408 104.0 318 399 408 tOfA 318 38.0 498 104.0 319 48 to 74.9 1 312 83.8 258 82.4 312 73.4 262 83.6 312 87.0 248 489 312 632 248 419 312 81.3 244 37.6 312 SIX 244 312 312 819 244 28.8 312 61.0 244 23.4 312 619 244 � N 50928In 839 281 70.8 236 632 281 819 228 46.8 201 68.7 224 399 281 621 222 369 281 40.1 220 319 281 48.3 218 289 281 49.3 210 229 281 413 219 20.0 1 281 49.3 210 LU LLU ,y 54 In 62.6 247 87.5 207 43.0 247 49.8 202 379 247 44.8 198 329 247 41.8 199 282 247 38A 104 20.3 247 38.4 193 219 247 3&1 193 1&8 247 3&1 too 1&4 247 38.1 103 ca O 3[ft0N 60h 3&4 290 472 170 329 200 35.4 108 27,4 900 319 183 24.0 200 2&9 180 21.3 200 21.1 168 192 200 26.8 167 18.0 200 26.0 188 631n 33.1 181 36.3 166 279 101 30.3 162 23.7 181 2&9 149 20.7 181 24.5 148 16.4 181 22.0 144 Me 181 21.7 143 ? � BB in 211.8 186 30.8 142 24.0 165 28.1 139 209 165 23.1 138 18.0 186 M.0 134 Z 2� Mtn 222 139 23.3 120 t8A 139 19.9 110 169 139 17.6 Its j LLI 78 in 189 f26 t&7 109 16.7 126 1&8 107 --1 _ Z 781n 17A 118 1&2 104 1 1 TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: c 3 s m6ete: 2.7a cwAreta AnOh 5% I Table t•navcmu Rod G48 Frwmoa (DPS)X/ANCHORw),ANCHOR CAP.a, � ll MULLION CAP.,7:! AnctwrW. 3116•E4o uWacon IW Sao lglrecon &te•Ebo 3110,Mo tweaon 1ww Nfrecon VVISSEW 6110E4o 1!4.88040 0109tod #1284e1 028tee1 x Y AnchorCUp Palteme Utreodn I ANNUor tfllreoan AWO(Is4r Sinew((15)Sinew(oe) sonar(651 USE THIS FORMULA TO OBTAIN THE"ANCHOR N V) N E4ge mm"(h): r 2•t/e r I 2.1r[• 3•V8• r 2•tlr r 2-V2• r 3•tgr r 0.48' 0.541 0924• CAPACITY REQUIRED'CORRESPONDING TO AN Ux Q Embedmord 9n far4• 1341 1-SW I-XV r 7.114• t-V41 1.114• I-vv 1-v4• t-v4• r fare fan^ tortes ACTUAL.PRESSURE REQUIREMENT FOR THE 2Anotw4®4.75 Agn.oaleteMerd«OOam dtp(Ftg.iX 380 ms soma 480bs 890ms teas lbs z7o ma 2801bs 354 ms 7400a 37423 W4 Its 846 bs 84t Ow 4•Pt iba 6BO m8 OPENING,WHEN IT IS COINER THAN THE MUWON 4y to 4 Anchors @ 1.15 WL GA I S1enEard I«OBset)taip(FI8.4 480 ma Mole WA WA WA WA 380 ma WA f41A WA WA WA BBI as 886ms 1120 aw CAPACITY(FROM THE TABLE)OF THE SELECTED 4Atwhors®766n 0.41(2)2%6 Angie txps I(Fig.sk 780 me now Seams MOD ba INS bs 640 ms ON me WA 760 ft Teems mm 189200 $a as 895 as 1120 ba MULLION.IT WILL YIELD AMINIMUM ANCHOR 2Arohom @ OAS WL QQ I=p,m1o.128•A4m.Q10.111 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 me CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anoh«/F12(p b}: 196 ma 196 me 225 ma 445 ma BL me 135 In 140105 177 ms 370 Its 187 as 332ms a7S ma 170 ma 221 Its 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 ARM=401.IV MOI.O.CJ F•glp(Fig.ft 240 ms 350 W WA WA WA WA looms WA WA WA WA WA 341 ms 442 ms 680 ma ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR RBYI4I D • • • • 1)Swkhiw EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, a III Florida • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --y 1.000' AwtpFcON• .57 01 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �O FIGURE 3: Niaml de Pr n Conttof FHOLE3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. S TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' • • • • �t111nt1111 FIGURES SHOW 3)UGf69S�E019APPROXOttATE. 1L 0CAi1GNS. • • • • • • • • • 124• ��q�0 .• •.•.�/��'�i� Af ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRA'l�$:CONC�$� FS!/R Cl 901 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BL8�4K UNI t1T�S I�FO AST1N 00.WOOD SHALL BE PRESSURE-TREATED Y�.•'' �tCENS�e'•.�8`,A�± YELLOW SOIyTj'RE Wl S QF O. AL MI No.58705 I�UbALBE8083•TbANDBEAMINUNIAtA OF.12b' _ , • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0461 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 21 X.125 MULLION LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = �(. • • • • THE MATERIAL.610&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1?�, jjtt 40 At 01VAL 00 ••• • ••• • ••• • A.LYNUMiLL9R,P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A MulllonCapacity Table Ibe#l2 0^0 OpeningNBdth jorwrticady-3paM mutons)WOpe111118" 9ht00rMd20rda*$PSMmmtIDola) 60 in 602 701n so In 901n 1001n 12018 14018 1602 �1$� R4Uere0 Tmp?dare. Reofen9uler TmWfdare Reota•uier T. am R aff'ou. Tmpff4 Reoten8uler TmpRdmrg. RmWraft TmWftre. RaotereuUr Tmp frlen8� Reoieremar Tmprtdere. Reotenpesr Tr*Tdare. 4# 1 x2 x.376 Loedire lcodire LoOdre Loa00g L-119 1�re Loft Load" 14ed1n9 ta"M Loaft Lwa6V@ LoaSre Loadk• Loedire Laatlkg Loader• Lcedire �Y Y Alum.Tub U) co 42 In 170.0 820 17110 435 161.3 OBE 170.0 478 128.7 662 170.0 608 113.6 OM 189.6 618 W" 862 18&8 Btt 808 6tl 768.8 817 T&7 862 188.8 617 69.9 662 18&8 617 66.7 862 t8&9 Btt J W 46 In 121.6 807 13&0 418 101A 507 119.2 410 S&9 607 108.7 403 78.0 607 1028 398 67.6 807 89.8 397 808 807 Sao 388 60.7 ON 99.0 398 43.4 607 88.0 396 3&O 507 no 386 J W.628in 103.7 468 114.6 378 8&4 458 99.9 371 74.1 458 00.6 384 84.6 468 84.6 380 67.8 458 81.3 367 81.8 468 80.0 366 43.2 468 80.0 366 37.0 466 80.0 368 324 468 800 358 cam-'• lz N 841. 88.4 400 03.3 336 71.2 400 60.9 328 BLO 400 727 322 63.4 40C 87.3 318 47.5 400 SO 316 427 400 623 314 36.8 400 81.8 313 VA 400 S1.6 313 2.7 400 61.6 353 � S N SO In 023 324 68.9 278 51.9 324 87.5 27C 44.6 87A 512 284 3&8 324 4&0 260 34.6 324 43.9 267 31.1 324 420 288 2&0 324 40.6 283 222 324 40.8 263 19.6 327 40.6 283 t� 831n 63.8 294 67.4 252 44.8 294 48.2 246 3&4 284 43.6 241 33.8 284 S&8 237 2&9 284 37.1 234 219 284 342 232 224 284 33.6 230 182 207 33.4 730 18.8 264 33.4 2311 cg v 68 in 4&B 268 48.8 230 3&0 288 424 225 334 206 37.6 221 212 288 34.1 218 20.0 288 31.6 218 23.4 268 29.8 212 116 268 28.0 210 t8J 188 27.7 209 14.6 288 27.7 209 Z 0.9 7218 36.0 22b 37.8 188 30.0 226 322 191 2&7 225 28.4 188 126 226 28.6 185 20.0 228 23..6 182 1&0 218 221 160 1&0 228 20.3 M177 128 226 1&8 178 1f.3 126 19.8 178 78 in 30.8 CIVICS 1T7 2&8 10R 2T.2 1T3 2L8 102 Zl8 170 1&2 2� 21.6 167 17.0 202 10.7 186 16.3 202 1&4 183 128 202 16.7 160 108 202 1Q0 168 9.6 201 1Q8 168 76 in 28.3 168 21.8 182 26.1 165 20.2 192 120 162 17.7 182 19.7 189 15.7 182 1&1 187 142 192 tae 186 11.8 192 142 152 10.1 192 14.4 180 8.8 10. 142 160 001n tall 128 144 144 16.1 128 N C 90N 16.2 113 t~AO TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N Anchor Ca a Table lba (ANCHOR _ X Y Y Sobalmte: 22k Conmele 3.5k caw. ROOM cmu F6re6ODU Pi Wood Metal ro_)X`MULLION . )=ANCHORCAP.- F 04 (� Bry6•Floo U4'88 Elco 6118 Ebo ll4.O8 Elco 010 Steel 612 wo 912 Steel U X Q Anchor CIIp PaSema Amhw�' 8118•E100 Uitmooe U4.19oo Ultm= 3118'Elm 18!2008 1144 Elan Umaoon A99mOeta wtreoon Assre0dW $"W 636)S41 W(65) 862391061 USE THIS FORMULA TO OBTAIN THE'ANCHOR r Z O O Edpe Umre,we Bnk t• 1-vr r 2-ur 31/6• t• 2.1x2' r 2.172• r 3•U8• r 0.484 O.6i• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN d A 7� ACTUAL PRESSURE REQUIREMENT FOR THE - �v Embedmerd I-w 1.3w 1-614' 18/1' 2• t-114• 1.114' 1.14' 1.110.• t-U4• 1-N4• r 1318' 13B• 10.188 - 0: 2Amhaa®4.78•Mta.oc./81eaWdorc99lFb.tk 690939 39060. 460039 89066 1644 ib9 27066 leo ros 364 1.611 740 035 37429 604639 949639 sat ms 166 Geo 6s OPENING,WHEN IT IS LOWER THAN THE MULLION ...a ' 4 kwWe 4$1.16•Min.O.al Slwftr4(a008el)CUP(ft.2k 4801bs 700169 WA WA WA WA 380.9 WA NIA WA WA QUA 88266 866p39 /110 R39 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclam�s•MIn.O.O.I M INS Angle Mps7(Na.3k 780039 780039 86069 t50otb9 16M fog Noma 5606s WA 78099 74E 6s BBD 6s 189266 682039 896Ibs t1206s MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 iWh @ 0.45•A9n.O.G/UCBp.1810.128•Alum.(FIp.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71669 CAPACITY WHICH MAY BE USED R QUALIFY tAmha/F•C (ft.6k 1W 69 1S$f 22569 44569 822146 1386. 140 MS 1776$ 370939 I. 331839 4T31b$ 1706s 22169 280939 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aeoltae @ 1.15'ML L 0.02 F42lp(Fig.8 2406$ 380 60 WA WA WA WA 190839 WA WA WA WA WA 341 Ms 442 ft 5606$ ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. )'RODUCrydMSBD with tho FIGURE 1: FIGURE 2: TABLE NOTES: unIND ��f 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. co No -' 1.000' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ABte 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOfOR OPENING WIDTHS IS ALLOWABLE- •'U6m )a oPrauct 'ontrd FIGURE 3: 11 I I I I I/ 3)MULLION AND�1(jLL(Q1� 1 mewN ARE N T T SCAJ, FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.0= \ • . • HOLES TO BE pRILLED TN TyEPFEL4FOt;LO�IINf�j DII�ENSIbAL RESTRICTIONS SHOWN ON S}iEETS 21-23 `�� ONy LYNN FIGURES SHOW SUO(GESTFID APiiFOXI!♦ATG HQIE IpCA3T10NS. '��:•''�CENSF' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATE$�C!}NCRET•�SFIALUCOI�FORAA Td Aa1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETEOL UNIT(t101U)SAIL CORFORIPTO•ASAAR-80.WOOD SHALL BE PRESSURE TREATED _ No.58705 FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE&)8376 AND BE A MINIMUM OF.12.64 11 X 2"X.375,MULLION - • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (I Imo'I I(I I Imo_ LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND II II II II • 1 SAOTRE THEMATE #1�8 �LANCHO}SIN�4RODMAYfESTEE,183.S.OR4103.S. 0 • • • O� /� 10 ••• • • •. • •. • • ''�7, aNAI- • A 000 • 000 • 000 • A.LV P.E.#'5 R,P.E. FL .E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A a Mul9on CaweltyTable IbaHt1 1&�ID Opening Y91dth(Corvartica6ysperming etalons)orOpening Height(tor hortzordalry aperrtrtg etlmore) c! 5061 BON 70 in BON 9061 10061 12061 NON 18061 M' 1 X 275 X Reo a ft TMpM&i9. Re4langrder Trardang. Fteotmrgll8r TI..sng. Re4levgrlm Tmp7Mmg. Re6fmlarlm TmMbenO• Reslargr48r Tww"ma• Reomaa0m lWklanp. ReMl*Aar TraDrNen9• ReatMn TmW01m10. 4 t. .376 Alum. L6dh•@ Loaa3�49$ Loft g&gLoad7nB•. Loaft ,"6pg•LoaM,6ppg• Lwdrngg L4adaa Loa&vp Ler. "(y�}•Loadngg L-A" L6adn9 Load"nppp;9 Load" "gpgLoadn�ga Loa"g Loaclagg•@ pY 1153 u mun 4261 170.0 B20 170.0 436 170.0 1 744 170.0 478 170.01 888 I 170.0 608 170.0 1 9B2 170.0 819 170.0 tti8 170.0 521 170.0 11940 1170.0 621 U8.71 1301 1 V0.01 521 127.6 1301 IMA 621 111.6 4301 170.0 621 Q 4861 170.0 7118 170.0 824 1170.01 060 1170.0 686 I V0.81 982 170.0 830 1170.0 1 1133 170.0 861 161.8 1139 170.0 e77 1 138.6 1138 170.0 880 113.0 1139 170.0 880 97.6 1139 170.0 880 88.4 it 170.0 880 5092661 170.0 747 17U 683 170.0888 170.0 631 167.8 1032 170.0 884 148.6 IOU 170.0 723 130.5 1032 170.0 747 117,4 1032 170.0 788 97.0 1032 170.0 766 639 1032 170.0 768 73.4 1032 170.0 768 W it it� O 8461 170.0 787 170.0 612 181.3 807 170.0 881 1382 �7 184.7 730 120.8 807 162.6 720 107.6 107 146.0 714 96.8 807 141.1 710 80.8 907 140.0 7091 69.1 907 140.0 709 80.6 007 140.0 709 F p 1•- co 80 N 141.1 736 161.6 828 117.8 736 130.3 811 100.8 738 118.0 699 B82 735 106.2 690 78.4 735 89.6 bat 70.6 736 95.1 678 68.8 136 91.6 574 50.4 736 91.8 574 44.1 M 91.6 674 J 0361 121.9 ON 130.0 610 101.6 666 111.5 661 87.0 880 089 547 782 868 90.1 638 07.7 886 83.0 531 60.8 6W 78.8 628 60.8 668 76.8 621 43.0 806 7&6 621 $6.1 668 MA 521 Se. J 6861 108.0 807 1124 622 88.3 607 98.1 611 76.7 807 88.0 0.01 882 607 77.1 493 �.9 807 71.6 488 63.0 807 67.8 481 442 �7 83.4 4T8 379 807 82.7 474 33.1 807 B27 474 z W 7261 81.6 510 88.8 443 60.0 610 73,6 434 68.3 10 84.3 428 51.0 610 67.9 410 45.4 510 532 413 409 510 50.0 408 34.0 610 45.9 402 20.2 610 44.4 3B8 26.6 610 44.3 399 7861 88.4 458 72.8 400 67.8 458 Bi-7 392 49.6 459 54.1 $85 43A 468 4&8 378 3&6 458 44.8 373 34.7 468 41.0 388 28.0 458 37.7 = 24.8 458 3&0 3611 21.7 458 35.7 368 ? a 7861 842 435 61.0 381 53.6 436 66.8 373 489 435 49.8 388 40.1 430 44.7 080 36.1 435 40.9 368 321 11311 26.6 435 34.4 344 229 435 32.6 341 20.1 438 322 340 9061 419 327 43.1 2B0 34.8 321 3&4 280 209 327 31.8 260 2&1 327 289 278 232 327 28.7 271 209 17A 327 21.0 282 14.9 327 10.3 268 9961 34.4 287 364 267 2&7 287 299 252 24.8 267 28.0 246 21.5 287 23.1 214 f&1 267 20.8 240 17.2 14.4 287 189 232 h¢ M 10861 242 221 26.7 206 20.2 227 209 201 17.3 227 18.0 198 16.1 227 18.0 190 X � t 111n 22.3 218 717 194 18.6 218 1&1 181 169 216 1&6 190 52 12061 17 17.6 184 .0 167 04 r CV (A W X a 0S AnrCeTablee TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a r Z As O obo Substrate: 2.7k Cormude 3.58 oma. Ham c mu f-'tBed aw PT Wao6 metol (DP_)X�ICHOR CAP.,,,,,,,,>=ANCHOR CAP.- �g 0.'00m MULLION CAP.,.,,,,s,/ H16'Ebo v0.•BS moo 6118•Elco iia•s8 Wo 610 steel 812 steel 012 MW `7 '7 AnOhorC9 Patteme Anahor TyPs 318 BWO Uiimoon 1/41E(oo Wkacon Ntmoon 318 EWotAUesmr 174 Elco lOtraoon p AgpraOetm Uluraeon Apgmtiemr ecrex•(05)3amw 6361 8crea(06) USE THIS FORMULA TO OBTAIN THE ANCHOR Ups Mte MT r 2.1rr I' 2.112• MW r 2-Ur 1• I 2-1rr r 3-IW r OAA 0.64• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(N): 1.3x4• 1370.• 1.374• 1 1.314• r 1414' 1414• 1414• 1 14W 1-v0.• 1.114• r lays 14W van ACTUAL PRESSURE REQUIREMENT FOR THE 2AWb6e® .75•ML0.C.18tanem4 argmm Glp(Ftg.11 MOW 39000. 45099 I BMW 1644 foe 270W 280 Its 36401s 170Ws 974&6 684 bs 8469s 91W3 44299 580 we OPENING.WHEN IT IS LOWER THAN THE MULLION 4 AWM @ IAW Na OA f$Wftd(urOfset)Cop(Fig.ft 48006 700 We WA WA WA WA 380 b8 WA WA WA NIA WA 602 9s OW W 1120 9s CAPACITY(FROM THE TABLE)OF THE SELECTED 4AM&$03•Na.O.C.1(2)2a5Angle Ops tft.a 78090. 7BOWa 660 We 1560 ft ISMN 540 56090. WA 7609% 7w15s WIN 102We SOW WIts 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhom®0.46.490.O.C.I WCUP.Wo.126•Alum.ft.,* WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 W% CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anohot/F•C9p 1F10.61 1969% 195 W% 225 be 445 fb% 822 Ws 13596 1409s RTWe 370 W0. '67 Its 3329% 473W 170 Its 221 fE6 28096 ADDITIONAL ANCHOR OPTIONS FROM THE 2Armkm 0.191.16'MN.O.C7 FCBp(ft.8):1 240169 350 W% I WA I WA WA I WA 1901bs WA WA I WA I WA I WA 341 Its 442 as 880 Ws 'ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Ci)CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. f DUCf REVISEDI6g Cbd0�lbe F19116sFIGURE 1: FIGURE 2 E NOTES p>Bfttt��1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET zs FOR INFORMATION ON LOADING. redo Pr�odr�ici Cort�trnt' SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, •• ••• • • • • • •• 11111/ FIGURE S. 2)LINEAR IMTERPOLATION BETWEENMUkL IfLNGFHaAND70R OPENING WIDTHS IS ALLOWABLE. `��ONX LYNN/Af 3)MULLION LESgARD DMMLULLLL"CNP�MHf N1ARL�•N1tl��ITMO MIE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750• `��a�; �.1C6Ng�'•.�cfp� O O O O FHO UR£ SROW SU�G'��TEO,AiTPROXIMAOTE HOLE LdCAT1tNAL ONS.RESTRICTIONS SHOWN ON SHEETS 21-23. _= No.58705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , CONCRETE BLOCK UNIT(CMU))SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED a3715 ;��}.�• /zq Is •:•• FIGURE 4: FIGURE 5 FIGURE 8: YELL PINE W TA N d"0.65.ALUMINUM:SHALL BE 6063•T6 AND BEA MINIMUM OF.126 T '�'•, S'ATE F CC7 LTHICHEAST. T' S STOBEjlM IMU GRADE AtdD. ICK(18GAUGE).STRUCTURAL STEEL TOBEAT ��'••FCORIOP.•'•G\; LEAST.I TW20TH1 AND 036.A4L.�CH�RS NyTO�F•TAL�iAL�EXTEND AT LEAST 3 SCREW TfiRFAS?S 3EYOND 1•X 276'X.37b•MULLION ,� s „ THE MATERNAL.#604%112 ANRHORS INiti WOODy1AY BESTEraal.,18.8 S.S.OR 410 S.S. ••• • 000 •• • ••• • A.LYNWMILLEIZ,P. FL P.E.#58705 ••• • • • • 0 10 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A M Mullion Capaollif Table bafte opening Ntldgl(tortiedlaly-sparrngmlAIom)orOpeningHetgIII(for hoA-MWta)eMrgmullions) 801. Bain 70 In 801" 00 in 1001" 1 I 140 In ISD N 1 x2.76x Reolaell n R6�Bf TwIldena �e�k T�dw• Reotang" Tm(dTdang. Rmlengalar Trepf7don9. Realangd9l TrWfif ng. P-WrgnlBJ Tmpl7dang. Rectangular Tmpi dm Reeteewler TWXY11en8. � qg A60 Alum. Loaft Loam Laaft Loaft Loafing Iw Ang Lowing Loafing Loafing Loading Loadng L6afgeg Loafing Leaft Losd.g Lowing Long Loafing Tube .m g o 00 If if I if if 11111111 if421" 1170.0 ON 170.0 435 170.0 744 1170.0 478 1170.0 ON 1170.0 808 170.0 862 170.0 $IS 1170.0 1118 170.0 521 170.0 1240 tMO 521 170.0 1468 170.0 521 168.7 ISM 170.0 521 134.6 1820 ITaO 521 48 N 170.0 708 178.0 524 170.0 860 170.0 684 170.0 eel 174.0 830 170.0 1133 170.0 861 170.0 17/6 170.0 877 170.0 1417 170.0 860 141.7 1417 170.0 680 121.6 1417 170.01 880 1108.3 1417 170.0 860 9D=In 1170.01 747 170.0 563 170.0 Bm 170.0 031 1 170.0 1048 170.0 881 170.0 1108 170.0 723 1829 1288 170.0 747 148.3 1288 170.0 758 1219 1286 1 170.0 758[5-4.2 1288 570.0 770 01.4 1288 170.0 768 W 841" 170.0 7W 170.0 812 110.0 056 170.0 097 170.0 1118 170.0 764 160.7 1130 170.0 803 133.0 1130 170.0 837 1209 1130 170.0 856 100.5 1130 170.0 881 1130 170.0 861 762 1130 170.0 88t 00 In 170.0 886 170.0 701 1489 015 182.3 761 126.5 Hili 144.6 748 100.0 818 132.3 736 07.8 016 1239 728 87.9 ON 118.6 720 732 015 114.4 715 016 114A 716 64.9 ON 114A 715 J { 831" 161.8 830 1819 710 128.8 830 5389 BB4 104.6 030 1232 881 96.9 gag 112.2 070 $4.4 830 104.0 882 78.0 830 "A 650 83.3 gag 04.5 840 MO 84.1 349 47.4 830 04.1 640681" 1311 767 140.0 880 110.0 767 110.8 830 04.3 767 7089 824 82.6 767 1".f 814 73.4 767 89.1 806 88.0 787 842 800 859 767 70.0 693 757 78.2 601 412 761 76.2 591 Z72 N 101.7 838 108.8 SS2 84981.0 MO 72.7 838 80.1 630 0.6 838 722 521 689 838 88.8 514 609 638 013 608 42A 838 572 Sell 700 66.3 497 319 038 652 48778In 889 671 00.4 400 711 57t 78.8 188 8 1 87.4 479 54.1 571 00.3 471 44.0 671 559 484 43.2 671 61.3 459 30.0 571 47.0 451 671 44.8 447 27.0 071 44.8 446 88L Z 78 In Sao 842 83.4 474 54.7 842 70.0 465 37.1 642 611 456 Bae 542 56.7 449 444. 542 $1.0 442 40.0 S42 47.5 437 33.3 542 1 42.0 420 289 542 409 470 70.0 642 40.1 423 901" 82.1 407 63.7 981 434. 407 44.4 353 972 107 38.8 349 329 407 94.3 943 289 107 32f 338 28.0 407 29.8 334 21.7 407 28.1 327 18.8 487 24.1 322 W.3 407 23.0 810 QL, In G 08 In 42.9 358 H.1 920 35.8 368 372 354 30.7 368 314 909 28.8 370 24.8 301 239 348 28.1 300 21.6 368 24.0 206 tt9 368 219 288 162 970 102 281 N 4X0 O 108 In 30.1 283 30.8 266 tat 283 25.9 Al 219 283 229 217 18.8 283 1e9 244 14.7 283 ta0 240 1.15.1 283 1 184. 237 111 N 27.8 287 28.3 242 23. 4 1 287 23.8 238 189 287 204. 236 17.3 707 182 231 134. 287 18.8 228 3 1201" 22.0 229 22.9 219 1a3 220 18.8 205 18.7 220 182 202 V X Q a 0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: n Anohorce TableObs) Subslmte: 2.78 Concrete 3.53 Caw.I "wamcmu falwf cmw PT Memt (DP_)X(ANCHOR CAP•.,°..�.�_ANCHOR CAP.- BftS Eb. W SS Efw 51W Elce 1!4.88 FJoo Sto OW 012 Sfeel 612 Sleet `MULLION AnchorCOpPaReme A orryr✓� 3115 pooUlBaocn a0pN0ea°a Uibeson ��'owo800" tw•EwolAOaaan AggaGawr Ullmwn AMeGal r Samw(o6)Saew(a5) Saaa(CS) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Oletame Bak 1• 2-Ur r 2-trr 3.118' 1• 1 2.170 1• 2.170 r 3.1/81 r 4.45 0.x1 0.3[1 CAPACITY REQUIRED•CORRESPONDING TO AN Emtwdmat 1Jw' law' taw• law r f-v4.• t-u4.• 1.114' faun f-r Ir r 1475 fare• ACT UAL PRESSURE REQUIREMENT FOR THE 2Afwhae�4.75 MN.O.O./stendeN araeset q�(Ftg.tk 390970 390 roc 450 ws 690 1644 Ms 270W 280 ma 954 ws 740wa 374 ws 684 948 roc 341 w9 442 w4. 660 Ow OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Afw M @ I.1519n.0A f SWmIad(a06se0 Cfp fF10.2k 460 ws 700 we N!A WA WA WA 3801W WA WA WA WA WA 882 w4. 838 1120 w9 CAPACITY(FROM THE TABLE)OF THE SELECTED 4aw109Q3'MNO.a1(2)WA.&COpsIFle.4 780ws 780 we 880wa 15W lbs I"eres b40tbs 580170 WA 780wa 745Ile 680ws te9xfas 682ws t120ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AroMm 0.45 tAN.Q0.!U421p,11110-12r Alm.(Fg.4k WA WA WA WA w4. WA WA WA WA WA w4. w4. NtA 716 w4. CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnchorI FCBp ft 6k 105 we 195 w4. 226 ws 44.8 w4. 822 ws 135 Ms 140 Me 177 we 370 bre 187 we 332 Ile an w4. 1701bs 221 ws 296 w4. ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnAm 1.15-Mh O.CJ F-Wp .4 240 we 3MM WA w4. w4. w4. leo ws w4. WA WA WA w4. 34121442ws mows ANCHOR CAPACITY TABLE. RODUA7�,gRBVIS� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES 4.3 THE STANDARD CLIP. CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. g Whb ft pledds No mo Q FIGURE 1: FIGURE 2: TABLE NOTES: 1.000' r-- on 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. ado Ptodnq Comrol 1111i1111/!!' 2)LINEAR INTERF40bATION BETVBEE!MULR LEN91 H90AND/AROPENING WIDTHS IS ALLOWABLE. `t FIGURE 3: 3)MULLION UW • f3Ef• • • • •S• FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' �\`\a��0•�10ENSQ�Fr��i . • . • HOLES TO BE D W F O O SIO RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOV,iaj^) GESVG,APF"XIMAiE HO%E LQCAJWS. No.58705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - - ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 650 ^`O FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOU RRtp)((P t�E WITH SO ALUM M SATE 0 QL BE W(j8083 75 AND SE A MINIMUM OF.126' '• 'zR � ' 33 THICK.324THICKANDdBEA LdNN HOR69 TOME�.SHAtik)WENDsAUGAST3 CREW THREADS TO BE �O'� F(OR1DP.•'G\�� LEAST.128�THICK AND 4.38.ALLtttNq•IORS�INTO METf�t.SHALL EMEND AT LEAST 3 SCREW THREADS BEYO)� 1'X 2.76•X.650'MULLION FS O S THE MATERIAL:10&.1.ANCHORS INTO:OODMA YBE STE[L,1"8.S.OR 410 S.S. �'' ''/ONAL ••• • :4`41 • ••• • A.LYNNWILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A _ �t Mullion Capacity Table baV) Opening Width(for ve1tlt23Ayspudrtg nv Aom)crOpenbtg Height(ror Mr12oNeAy apmY 111g m 11102119} WWW~ 501n WIN 70 in Win soln SOON 1201n 1401n i60N O Reotangeier TrepTdang. Reotaz�gtder Trep!Fdmig. Reolm�9ulet TiepRdmO• Rximtfler Treplfdatd. R4otm1 Aw I UepRdmg. Reotengs4ar Twoft g. Re4lergWrg TieprTdeng. Reowrodw TtWTdeng. Rwtmwtet TmNTdans. 6 1"x3.128"x Loadrlg Lwft Lwft Loafing Loafing Loafing Loafing Loafing Loafing Lowing Loodng Loadn9 Loaft Loafing Leede Load" Loadns Lcadn9 �Y AWAtum al Tube Mull 42 In 170.0 eao 170.0 435 170.0 744 170.4 478 170.0 688 170.0 608 110.0 092 170.0 019 170.0 fill) 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 17&0 1738 170.0 521 104.4 1002 till b21 LU W 48N 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 We 170.0 1133 170.0 WI 170.0 1276 170.0 OR 17.40 1417 170.0 980 167.7 1677 170A We 13&1 1677 170.0 860 1182 1577 170.0 880 � �� 4R 5=515 170.4 747 170.0 553 170.0 896 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.4 1404 170.0 766 141.7 1495 170.0 760 121.6 1496 170.0 768 109.9 1495 170.4 768 1 LU 54 N 170.0 701 170.0 612 170.0 = 170.0 891 110.0 1118 170.0 754 170.0 1276 170.0 803 186.1 1401 170.0 837 148.6 1401 170.0 856 124.6 14M 170.4 851 10&8 1401 170.0 881 93.4 1401 170,0 881 m M O 40 j Win 170.0 886 170.0 701 170.0 1063 170.0 707 158.5 1168 170.0 876 138.7 1188 1870 928 123.3 1168 160b 917 111.0 1168 149.7 910 929 1166 144.6 903 79.3 1188 139 903 89.4 1168 SM9 803 J 63In 170.0 930 170.0 745 159.0 1049 170.0 850 137.0 1049 166.5 680 119.8 1049 141.7 848 105.8 1048 13LO 838 K9 1019 125.6 828 789 5048 119.3 020 GSA 1048 118.9 819 69.0 1049 118.0 We � (C�} 0 Win IWA 965 170.0 789 t39A M 1514 604 119.1 as 133.7 786 1042 068 121.4 778 Ole 966 112.4 765 034 833 10&4 767 88.5 868 980 749 59.6 9M 017 748 62.1 065 0&7 '10 ? i+J� � 72N 1289 803 134.8 097 107.4 603 114.9 682 01.8 603 101.1 870 80.3 80:1 91.2 ON 71.4 603 530 040 64.2 803 T&0 842 536 603 722 632 460 803 WA 826 40.5 803 80.7 W7 � ,UJ,11 yGZj 78 In 1092 721 114.1 620 01.0 721 07.0 618 7&0 721 85.1 (105 66.3 721 MA W 80.7 721 70.1 580 PA 721 65A 570 46.6 721 59A JIM 30.0 721 WA 584 34.1 721 6&1 503 � .-1 d � �• 78 N 101.0 04 1054 680 84.2 884 89.4 687 722 664 7&4 578 83.1 884 70.4 587 6&1 884 [3- Be 50.6 664 599 551 42.1 684 54.1 $41 36.1 984 61.3 638 319 884 500 634 _ `P` "�• Io N O 90 N 83.8 614 879 456 64.9 514 67.3 418 470 514 60.0 MO 41.1 614 44.6 433 MA 614 $2.9 614 37.3 421 27.4 514 330 412 23.6 514 30.4 400 20.8 614 28.0 403 N 842 452 65.7 404 452 452 470 398 38.7 452 40.0 390 338 452 M,4 384 30.1 452 27.1 452 30.3 373 22.8 862 289 3M 1&4 482 242 368 18.6 452 228 35538.1367 38.9 322 31.7 357 32.7 317 272 367 2&4 312 23.8 367 262 308 21.1 337 4`1111 N 35.1 338 35.8 300 2&2 338 30.1 301 2&0 338 26.1 206 21.9 338 23.1 m 189938 120N 27.7 289 282 283 2&1 288 23.7 269 18.(1 289 209 260 17.3 289 18.1 282 1&4 280 18.8 289 140 246 11.8 259 128 240 9.9 289 11.4 238 8.T 289 104 232 X 0 TABLE 56 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. r �'OQ,A AnotrorCa cl Table M ANCHOR CAP.,,", 8uetdata 2.TROmclek &8ltcmc. Rmowa4U F6IetlCMU pTWaod Me (Op-)x '"")=ANCHOR CAP.,,, WV Eft tw•BSEk 6neeleo iI4.8$Faco 9loetea o128teel cmt8d MULLION CAP. s" AnehorCllp Pattome 9ttG r9eo U9ratm 114•EMouM1•cm 3l1S Faco uOiam v4•EleouNacon uvacon AggreOe(or u5recm AggnlOdor Sclea(t;e screw(OS) scree(et9) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge aeterca pl¢ r 2.1121 r 2.1121 3.18' r 2-1121 r ear r 3.18• r 0.46• o.6r 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN embeanad 1404• 1.3x4• law 14Y4• 21 1-114• 1-114' 1-114• 1.111' 1.114• 1-114• r t-38• 166• rak9 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm 40 4.76•Ma O.C.7$Wdffd or Oftel CeplN017 89)M9 390 US 430 Ms we Ms 1614 M9 27039 260 M6 964 Ms 740 rag 374 M Set Oe WSMa 341 tos 44226 MGM OPENING,WHEN IT IS LOWER THAN THE MULLION 4An:Im 01.15•MN O.C.7 Stm W(or ow)COp(FIg 21 480 Ma IM 118 IUA IUA 1111 IUA 360 LW IIA IUA IUA IUA NIA 68239 BM Ma 1120 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4An-@-MN.O.O.1(2)29Ar81eCgps 7018 Sj 783 Ms 76009 680®s 1Wlfe 1896 Ma 540Ms 560 as N/A 750109 74839 mms 1892 fie 682M9 SM Oe 1120 Ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anerols®0.46•MN.O.C.IUC6p,Nto.i2Y Atm 0%47 IIIA IUA IUA IUA WA nIA WA WA IUA IUA 111.4 IUA IUA tUA 1073 Ma CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ar.CWI F4f(Hg.Bj 195 Ms 19636 225 Ms 446 Mo SM FA 13509 140 Me 177 M9 3701bs tel M9 392 Ma 47316 17639 221 b 280 tm ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm@IAVU-0.0JF g 240 i5s 350 tag IUA IUA IUA 111.4 190 Ma IUA IUA IUA tUA tVA 311 M9 442 Ms 560Me ANCHOR CAPACITY TABLE RODUCTRBVISBD NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. *-M,4r0ywith am I%r(da 11.000'"4 66 A A, FIGURE 1: FIGURE 2: TABLE NOTES: r ,�� R7�4•/P�fo 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. eml Product comm SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LYNN ' ilt{IIIi1/ 2)LINEAR INVA OLl"8CrWCENrilllJLL:GTSf4MROPENINGWIDTHSISALLOWABLE 3.125' `1.�\"oNy......,,My4��i�� FIGURE& ' �}{ ar �RE�Itj7.74�GAI.E.FOR EXACT DIMENSIONS,SEE SHEETS 21••23. �� iiGENSF''•.F� 3)MULLION MULLig4CL O N • -1 F . HOLES TO BE DFWWD INIUHWftD WLLQWW(;WIMENSION&RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHttf4f SUGG96QED.APPROXIMATE WOLBLO&WIONS.Fo r• No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-PILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESS(B2E-TRF VATIEFY '(D,U'� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SQUTH"4 INE WIT4AN Sr•4�F4p.55.ALUWNUM SMALL BE 8083-T5 AND BE A MINIMUM OF.12b• �0'- 4� THICK.SWEEd STUMB TO BE A1MIN(MUM48RADE 33.4ND.04P TWCK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1`X 3.125•X.S MULLION .C1 Fl OR1OP \� (I-VF MULLION) i LEAST AW THICKAND A36.ALL ANCHORS INTO METAL SHINLLEXTEND AT LEAST 3 SCREW THREADS BEYOND i�`�'S/ Q Q THE MATERI:..#1 Ti:#12•0VMRS IN T.WOQD 1 jAT BE 1:E%18-8 S.S.OR 410 S.S. ••• • ••• • A.�LYfWma i2P. E.••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SA Mullion Capacity Table(81aW) Opening Width(forverlicaly-spaMng mWions)or Opening Helght(Mr hoftonteW4pardng mutons) #A 501n Soto rein so In s0 in 100 in 12om 1401n 16010 t6 P-tmvutrr TtwTdmg, Redmvu r Tmitramng. Reatmwbr I T4apr9 xv Re•errgol« TMWTd g. Reatengumr I Trep UwW. It WIN hnprfdaq, Reo vAw U d ep`rdam• Reomng44ar Tiaprrdarq. Reote�ute< ReNalang• �Ya. 1 x4x.128 LW&g Lowing Loadop umft L"ft Lomang Loaft I Loafing L-ft Loafing LoadOg Loamna Loading I Loadng lowing LoadnB Loadn9 losdre AIba Ms0lon � I fill, I a 11 1 a I I 1 If Ln I111 it it 1 1 i � 10 421n 170.0 1 620 170.0 438 170.0 744 170.0 478 170-01 850 1170.0 608 170.0 1 092 1170.01 619 170.01 I file 1170.01 521 t70A-12-40T-17-0.-Orb-21- 170.0 14M 170.0 821 146.5 1489 170.0 621 127.0 1486 170.0 521 481n 170-01 708 170.0 524 170.0 I 850 170.0 684 170.01 892 1 170.0 830 170-01 1133 1170-01 681 170.0 1276 1170.01 877 150.3 1303170.0 660 130.3 13113 170.0 680 111.7 1303 170A 880 97.7 1303 170.0 660 60M6In 170.0 747 170.0 683 170.0 896 170.01 631 170.0 10401170.01 084 170.0 1105 170.0 723 168.1 12351 1780 1 747 140.0 1238 170.0 768 117.1 1235 170.0 768 100.4 1236 170.0 768 87.8 1235 170.0 768 641- 470.0 787 170.0 812 170.0 866 170.0 891 170.0 1116 170.0 764 154.4 1166 170.0 gut 1372 1165 170.0 837 123.5 1150 170.0 868 102.8 1188 170.0881 862 1186 170.0 8B1 772 11158 170.0 881 Lu rS� 60In t70.0 888 170.0 701 16&7 1042 08.01 797 142.9 1042 181.1 83.2 125.1 1042 1487 815 1112 1042 136.6 001 100.0 1042 130.2 701 83.4 1042 128.1 762 71.6 1042 128.1 702 62A 1042 125,1 762 tt0 J 631n 170.0 890 170.0 745 1812 992 163.8 816 126.6 982 144A 789 113,4 982 131.0 782 100.6 892 121.4 788 90.7 982 114.8 788 76A 992 108.4 745 64.8 066 108.0 744 5&7 892 108.0 744 J W N 166.4 847 1780 788 137.0 847 14&0 788 11&1 847 130.3 788 103.4 847 117.7 762 81.9 847 10&7 738 80-.7 847 1022 721 88.9 047 50.1 713 69.1 947 04.0 711 61.7 847 84.0 711 Z 721n 136.0 849 142.7 737 1132 849 121.8 722 97A 848 408.8 708 84,9 8{9 88.4 890 78A 848 8&7 688 87.9 849 02.7 676 60.8 649 76,3 850 4&8 840 TLA 502 42A $49 72.4 681 U ,ysW 78 In 118.0 782 420.7 688 08.3 782 16¢,8N2 82.6 782 90.0 640 72.2 782 60.9 829 842 762 742 828 67.8 762 892 613 48.1 762 61.8 602 41.3 762 59.9 697 381 782 59.4 506 ? Lu L 181n 108.0 72{ 111.4 634 89A 724 84.6 621 78.3 724 82.9 650 166.8 724 74A 889 0.41 724 88.1 881 WA 724 83.4 650 44.6 724 87d 873 382 724 84.3 687 53.4 724 63.0 650 90In 68.8 849 71A 483 68.0 643 80,7 474 487 643 Me 488 43.6 643 47,1 468 38A 543 42.6 462 34.8 843 39.6 4/S 26.0 643 39A 438 2{,8 649 82.1 490 21.7 543 30.7 428 s8 ro 67,5 478 50.9 427 47.8 478 48.7 419 40.0 476 412 412 35.8 108 t 478 3B0 408 31.8 479 34.8 400 28.7 478 32.0 986 23.9 478 28.1 We 20.8 418 28A 3B0 17A 478 242 378 N a o 40.5 S77 41.1 341 93.8 37/ SIA 338 25.8 377 30A 330 .2 377 28.0 325 22.4 377 24.0 321 20.1 377 22A 311 16.8 377 19.0 310 14.4 377 l7.1 304 N r 1111n 37.1 387 37.8 323 30.9 357 WA 318 26.5 350 27A 378 23.2 387 24A 908 20A 387 22.0 350 1&8 367 20.1 301 18.4 357 17.4 204 )( 12050 2&9 906 28.8 278 24.6 90B 26.1 274 21.0 308 21.7 270 18.3 908 182 297 f&3 SOB 17.9 283 X } 4A 144 in 17.0 212 172 188 S � O TABLE 8B O a An or Camettv table Obs) ANCHOR CAPACITY ADJUSTMENT FORMULA: � substrate: 2.1k OwArds3Ak Ce0o. HOA4wCMU F5etl 0801 FT4Yood Metal (Opm,)X HOR ANCHOR CAP ,,,, 6118.8140 174.89 6110 5118•Emo IWIISEIW 8108twt 0121RW 0128tee1 MULLIONANCCAP.,,°,,,,,•/ Anchor CUP Patterns A"0t10f> 9718 F2roUfbeeon u4 EboOQ°°° atm &te p4oultre4on fw ebouroaeon AWaGabx Uftm AgUmOaty 8wew(48}8awwat6l saewtos) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge 0blaw 041: 1• 1 2•trr 1 r 2.12• mw r 2-12• v 1 2•tm r 3•tr8• r oAr om, 0.324• CAPACITY REQUIRED•.CORRESPONDING TO AN Emneda as ) Taw• law 1-3wtaw• 7 144 law• 1-1w I 1•tw• f•tw• 1414 7 tars fare• w4m ACTUAL PRESSURE REQUIREMENT FOR THE 2 ®4.m•Mmoarsta4asa«o63etc9p(Fq.62Y WIb4 350m3 450m3 89otW 1644 ma 2rome 260 m3 asoma T4oms $ram4 Beaus sasgre 71 4421bs asoma OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambas®2.2b'Mm.o o.r sa�bmd L«o6seq c6y fig.3k 700 ma 700 ma 580 gw 1410 ms SW ma WA 66o me WA 630 ma WA em ma WA 682 ms s65 113s ii2o ma CAPACITY(FROM THE TABLE)OF THE SELECTED 6Ambae 4'4t.WldhoareMn4md(«a6ew)C9p(F9.4r 980 ma 14M me WA WA WA WA Teems WA WA WA Wp WA MI MS 1770ms 2240 ms MULLION.IT WILLY•ELD A MINIMUM ANCHOR 4 Aminm®8•Mia O.C.r(2)26 Are%Cops I ft.B): 780 ft mm3 I 8m m3 ImOM3 Imeam 540 ft Nobs WA 750ma 741)FIG swu Imw 662100- Wes 1 1120m3 CAPACITY WHICH MAY BE U890 TO QUALIFY 6 Amhara@3'Wn.0.0.1(2)2.5 Amte dips I(Fg.Oy 117oms 1170lbs 1826 ms 2340 ms 2844 m3 810M 8401b3 WA 11401ba 1122 ms 1925ma 2888m3 1022 m9 1327 m9 1500 ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amtpre®0.46'611n.O.C.I UCllp,kdo.128•Alum.(Fq.7); WA WA WA WA WA WA 147.0 WA WA WA WA WA 5SA N7A 1430 ms ANCHOR CAPACITY TABLE PRODUCE RBVI38D 2Amirol3®2.2S MIn,O.CJ F47tp ft ft 35003 350 m3 290 ms MW 478 943 WA 280 m3 WA 315 r0- WA 4401bs WA 3411b3 4421Ds 680 m3 9s Camplybtp whh Osillorida 4An4hae4?9 f.18'A9n.O.C7 FCBp 9y: 4801b3 700403 WA WA WA 1450 380 me WA WA WA WA WA BB2 ma e[•m3 1120 ma -..� 1,900' r+-• BuBdbtg •^' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. JT0o TABLE NOTES, By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 4 ad a Pramt Control 1)SEE SHEET!FOR INSTRUCTIONS N 11SING E TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE L L 7 t t 1711!rr • • • • • • • • • • • • SHEft-4'ItGE:EPjL IN,;rA A�90L�ME;S. • • • 2)L%M INTWfOL�'I•{4N B�TLI�E"LIWTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��0 1,7GENS 3)Mk 1ONMN0 uLLwm CLIPS SHOWN10TEtwT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" = :• No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5. FIGURE 6: FIGURE 7: SUGGESTED.APPROXIMATE HOLE LOCATIONS. • • • • 4)BSUBgWES:CONI(WETE•8W41.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •• • • • • SLATE WRE1C BLOCK t4NIT4)CMU)QHALL CONFORM 90 ASTM C-90.WOOD SHALL BE PRESSURE-TREATF�YELLOW 125• %On', 4� 4SOUTHERK PINE WIVH AN SG OF 0.55.ALbM W UM%HACL BE 8083.75 AND BE A MINIMUM OF.12W THICK.STEEL %�S'•:°<ORIOP'.•�,Cl'�: SMS TL E AR11NI SM GRAQE 33 AND THrrK Q8 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. A(J1 A38.ALL ANCH4�JT0�E1AL SH EWTENgff LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#198 t•X 4•X.12? �S��NAG 7�� f2 CHARS INTO MA BE STEEL, 8.8 S.S.OR 410 S.S. MULLION A.LYNU Mug R"P.E. FL P.E.#58705 • • • • • • • • • • ••• • 0 0 ••• 0 • TABLE 7A Multlon Capacity Table Ib81ft2 (ajS Op-Ing Wldth(forvertica*spamingmuMona)orOpeningHaght(for Iy-apar6d11gm166a19) a'#� 60In 69rn 70 in So in 90 in lob in 16919 14oin 169.6 ai g 1 It 4 x.375 R0 3 Vwntsm- Reo9mtgtdar TmpfSllatlg. Rcolangeia Tri gd Reotsno. Tmp7rdm•. Rwwmdsr hep/Tdmg. Reoleaadar Tmp/Tdmtp. RsaW da Trap/7d;og. Reotongda MwTfty. Reolet•Wer Loam*. 1,41 - AInm.TUbe ,069 Loa•n8 Loafing Laadtng LoaWOg lmAng toe6og loadtng loadbg Loedt s LoeBnD Lowing Loe•ng Loafing We" le;•ng IoadFnB Leafing Ax 8"T" N 4' Mullion �. � �' �. @ � 9 � ��' � 11 � 11 � �fill, 11 � 11 � 11 h 11 fill h 111 (A � M if 421.0 170.0 62D 170.0 436 /Toa 744 170.0 478 170.0 am 170.0 we 170.0 882 170.0 610 170.0 ttte 170.0 621 Me 1240 170.0 621 170.0 U68 170.0 521 170.0 1736 170.0 621 176.0 1963 170.0 521 o 46N Into 706 170.0 624 170.0 860 170.0 604 170.0 992 170.0 430 170.0 1133 170.0 661 170.0 1278 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 680 151.8 2024 170.0 680 W aO On In 170.0 747 170.0 683 170.0 896 170.0 631 170.0 1098 170.0 684 170.0 1196 170.0 723 170.0 1348 170.0 747 170.5 1494 170.0 766 170.0 1793 IVLO 766 160.0 1019 170.0 768 138.6 1919 170.5 768 641n 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1118 170.0 794 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 868 159.8 1789 170.0 661 137.1 1789 170.0 861 120.0 1789 170.0 881 m r�lf 60 IM 170.0 888 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1694 170.0 998 166.5 1618 170.0 1033 128.0 1819 170.0 1063 111.0 1619 170.0 1083 07.2 1618 170.0 1083 -7 69N 170.0 830 170.o 746 170.6 1118 170.0 960 170.0 1302 170.0 910 170.0 1{68 170.0 1016 1d&7 1642 170.0 1078 1{1.0 1&2 170.0 1122 117.5 1542 16&6 1168 100.7 1642 187.9 1187 88.1 15U 187.9 1161 OEM 170.0 974 170.0 788 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.8 1472 170.0 1084 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.0 1108 01.8 1472 148.0 1104 80.3 1472 148.0 1104 Z 721n Me 4083 170.0 676 170.0 1275 170.0 1008 160.8 1917 1662 1101 OZO 1320 1489 1082 117.3 1320 137.8 1066 105A 1320 12&6 1048 86.0 1320 117.0 1024 76.4 1320 112.8 1013 69.0 1320 112.5 1012 � W rg� 78 In 170.0 1122 170.0 837 1489 1184 569.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 976 9&7 1164 115.3 849 89.8 1184 107.6 052 74.6 1184 97.8 806 84.1 1184 911 927 68.1 1184 9Z3 828 � V) i3 Z Z 7810 18&1 1121 170.0 987 138.{ 1124 147.0 886 1189 1124 12&e 947 1018 1124 1169 931 92.3 1124 105.8 918 83.0 1124 98.5 908 69.2 1124 89.0 890 69.3 1124 84.3 801 619 1124 83.2 US 90 In 10.&1 894 111.8 760 90.1 8N 8{2 738 772 869 821 724 87.8 844 73.3 712 a0.1 814 86.6 702 64.0 894 BAA 893 {10 814 69.2 878 389 864 6&O BBB 33a &4 47.7 882 g O r 98In 89.1 742 01.5 683 74.2 742 77.2 862 63.8 742 BT2 841 66.7 742 69.9 831 4&0 742 84.1 622 44.8 742 49.0 614 37.1 742 43.8 800 31.8 742 3&8 680 279 742 37.8 684 10813 a$ 688 639 630 62.1 888 53.6 521 44.7 866 4&6 813 39.1 688 41A 806 34.8 688 37.3 498 31.3 "-228.1 688 20.0 481 22.3 US 2&6 472 19a 680 24.7 466a&8 003 49.0 888 49.5 495 41.2 686 4Z9 487 36.0 588 3&0 480 3ZO 666 34.2 473 20.8 24.0 666 27.1 487 209 855 24.3 448 16.0 666 224 442 x120117 48.6 470 46.4 493 9&0 476 39.0 428 32.8 {70 317420 26.5 478 28.8 414 28.3 478 2&8 498 228 18.0 476 21.1 398 18.3 476 1&7 387 14.3 478 172 691 U X Q 144 in 28.4 330 28.7 306 22.0 330 224 301 18.9 33D 19.3 297 16.5 330 17.0 203 r a vii TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorCa a0I Table 9 m: 2.7k Calomta &6a COM. 119MCMU Fmed cMu PT Wood Metd (DP,,,)X(ANCHOR CAP.,,e,\_ANCHOR CAP.,,, 111111 81W Ella V4.86 Ebo 51W Etao VP 89 rW 610 Sleet 692 Steil 0128mA MULLION Anchor CUPPatteme AnetarT7Pe 3118 Ebo Utaaoon 0 W 8C01 IMImm MW Ebo Mww IM Ebo Uftmam AggreOetot Ulbeoon A99m0amr 86ewl06)8omw(05) 8amwt051 USE THIS FORMULA TOOBTAIN THE ANCHOR Edge Oam we 9nk r 2-11r r 1 2-Irr 3-1re• 1. 2.1rr 1• 2-trr r 3.1x8• 2• 0.48• o.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedme0l ft 1.314^ 1374• 144• 13H• z /-114• 1-169• 1.114• I-Im 1.1/4• 1.4/a• r tare• lace• (edea ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhs@4,76•Mb.O.C.I Smndmd a Omet 9Zp(Pig.Un 39OW 390tbs 400 ma 890ms 1044 M3 27o an 266817 3519» 746 ft 374 ma 884m; 94819; 391 ma 442 ms 660 m3 OPENING.WHEN IT IS LOWER THAN THE MULLION 4Anch m®2.26'l4n.O.C./Swdwd(aOdset)C6p n.3k 70D63 Taos 500 b; 141011j8 SW ms N/A 6609» WA 630 M. WA 880 Mm WA 682 ms 885 US 1120W CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ane m Q 1.15•Mb.O.C.I Stadwd(or Of"CBO ft.4T 90063 Me ms WA WA WA WA 769 ms WA WA WA WA WA 1301M 1770 ms 2240 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ambi;®3'Min O.O/(2)2.3 Angle COMM f1g.% 78093 780Me 680 ms IWO 693 189803 540W 690 me WA 760693 746693 6a)Ibs 1892 Mm 682 ms 886lbs I 1120 ms CAPACITY WHICH MAY BE USED TO QUALIFY e Amh m G W W.O.C.t(212x6An&•kips/(Pig,4 1170 MM 1170ma 1020 ms 234093 2844 ws 810 ms 690The WA 1140Its 1122 Ibs 132003 269(193 ton 693 1327 Un 1660 ws ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anaha 0 OAS Mbt.O.C./UC6p,inte.12W At=.(Fig.7T WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 M3 ANCHOR CAPACITY TABLE. RSVL4IID 2 Anohom@ 2.20•Min.O.CJ FM049.ft Mtbs 350693 290 ma 70569E 478ms WA 28D Me WA 315693 WA MO me WA 341 We 442 m; 68093 OOmpbft RM(he Flar(48 4Ano9as 1.15•Mb.O.CJFCMP(F1D•91: 480693 700 ws WA WA WA NIA 38063 WA WA WA WA WA 652 Ws 80510.0 1120 me U0�'Diezaol90 •}y* NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.562' 1.000• G/.L TABLE NOTES: fit ado Prod0al Comrol FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE& F(GURE& 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SFE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2)LIN;AR INTERP:LATt1j%FBEt(A/EjN*LtdLE%GTHS ANDIOR OPENING WIDTHS IS ALLOWABLE N•'••••.•.d��!(''iii C` VACENS� c'••,FiQ • • • • • • • • • • 3)MULLU AND•"NtU f Sl041 *NOt ipSCALE FOR EXACT DIMENSIONS,SEE SHEE6421-239"ES TO QE DRI►LED IN TIS F16W FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.00(r _= N0.58705 ':C SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE b: FIGURE 6: FIGURE 7: vl -'r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDG T F CONCR EBL IT(CM SHALLFONFORM TO ASTM C•00.WOOD SHALL BE Q.'• S •1V • • • • PUR{ EATEDI�WSIHERN�I�raWl'�if�SGOF0.55.ALUMINUMSHALLBE .c� .......... • • 603-T5 ANSSE A MINWIUM OF 426'THICY•STEEL`TUpS TO BEA MINIMUM GRADE 33 AND.046' .375' .376•L s TH6CN(1801AUGE�STRMCTURAIDSTEBhTOBEATUEASE.12WTHICK AND A36.ALL ANCHORS ��1� ! IN ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. IjldTQYy`�EFAt TALL� NO AT LERST 3 S EW THf4tWft BEYOND THE MATERIAL.#10 8#12 1•X 4•X.375• 1•X 4•X.375• �'I I 111 AriGI RS INTO 4VOOv BE�1'EEL,1 �OR 4'Id S.S. T-MULLION MULLION A.LYNN I1)lIY.1L�R,P.E. FL P.E.#68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A Mullion Capacify Tebte Bls/ft 0138111112 Width(for vadc667-sperr6n2 mtmiorls)OrOpening Helght(for hod g7.9par96ng ngrmons) � 50b Sell 701n $0 In to In 104111 1201n He In 180)n 12ii^x Rod 'Repfrftm t4eaf tg Trep'mmig. Rec Mft TreryfMng. Reownpow he mfto. neomnp8er TM"&V. R LW ftsr TMpMmg. Iceae 11 nguier hep/Meng. Reetengder Tmllt70erq. Reofen9ubr Trep?Aeng. o: 3.188"x L-09 �d00 L08•ng L08•^9 Loadt Lowing lowing loa8n8 LaeBng Loa•ng Laadrg load"" Laadng Lowing Loaft Lowing Loeung Lowing Y Tube Mull 01 mil I z � 42 in 170.0820 170.0 436 170.0 744 170.0 478 f".O 868 170.0 506 170.0 M 170.0 819 170.0 1118 170.0 621 170.0 1210 170.0 521 170.0 1488 170.0 621 570.0 1738 170.0 621 181.6 178" 170.0 621 p W 48In 170.0 708 170.0 624 170.0 850 170.0 684 170.01 M 170.0 830 170.0 1133 170.0 881 170.0 127" 170.0 677 170.0 1417 170.0 8M 164.8 1048 170.0 660 132.7 1648 170.0 6M 118.1 1618 170A 880 50.826In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1018 170.0 884 170.0 1195 170.0 1 723 1170.0 1345 t70.01 747 187.0 1468 178.0 758 138.2 14M 170.0 766 119.3 1408 170.0 766 104.4 1468 170.0 768 641n 170.0 787 170.0 812 170.0 050 170.0 Sol 170.0 1118 170.0 764 170.0 127" 570.0 803 163.1 1378 170.0 837 146.8 13M 170.0 S58 122.3 1376 170.0 861 104.8 1376 170.0 881 91.7 1378 170.0 881 m 8 C� � win 170.0 886 170.0 701 170.0 1053 170A 797 168.9 1168 170.0 878 139.0 1168 187.4 930 123.6 ties 168.8 819 111.2 1158 t60.0 9t2 92.7 1158 144.8 006 78.4 1188 4444 206 69.5 1186 144.8 0M � W ((o 63 to 170.0 830 170.0 745 160.1 1051 170.0 260 137.2 1061 168.8 802 120.1 ON 1420 842 108.7 1051 1=1 837 96.1 1001 125.7 BM 80.1 1051 119.6 872 Me last 119.1 821 00.0 1061 119.1 621 CL Go In 187.1 057 170.0 782 1393 967 161.8 806 119A 857 1340 790 104.4 157 121.8 777 9" 957 112.8 767 83.8 967 106.8 759 69A 967 100.0 760 69.7 W 90.9 748 S2.2 W 08.9 746 Z -i 72 In 128.7 804 1352 698 107.3 SO4 116.2 664 81.9 Set 101.3 871 80.4 804 9tA 660 714 604 S4.1 6M 64A 804 7&8 643 63.6 804 72.3 SU 4&0 204 89.9 829 40.2 M4 89.8 828 70 In 10&; 722 414.4 630 81.2 722 272 818 782 772 S&3 Seg 6&4 722 7&7 688 004 T7d 7&3 Egg 54.7 722 26.6 680 45.8 77d 59A 670 3&t 722 N.7 W 342 722 68.2 Set � •g 2 70 In 1013 686 106.6 620 84.4 885 89.8 698 723 686 784 677 63.3 885 70.6 688 68.2 886 64.6 ate So$ See 60.1 553 42.2 885 64.3 543 W2 886 51.4 537 MA 886 80.7 90111 854 648 86.0 467 64.8 616 67.6 449 47.1 816 60.1 441 41.2 615 M.7 494 384 618 404 428 33.0 616 37.4 422 274 616 33.1 N8 234 816 M4 407 20.6 616 29.1 404 }40. 0010 644 463 6&8 404 46.3 453 47.1 327 384 463 41.0 381 334 463 32.4 386 302 453 33.0 379 273 463 30.4 374 22.8 453 284 388 10.4 453 24.3 380 17.0 453 229 358 OD L O 10801 36.1 358 $9.0 323 VA 358 324 318 27.2 358 28.4 313 234 358 262 308 212 353 227 304 let 368 20.8 300 15.9 358 18.0 203 N 00 f M 111 N 36.1 338 35.8 308 28.3 338 30.1 301 2&i 332 281 287 22.0 338 232 289 18.8 338 20.2 289 17.8 398 18.1 286 tcfxy� N S2 12060 27.8 290 28.3 264 232 290 23.6 260 10.9 260 20A 266 17.4 280 182 263 16A 290 1&1 249 146 M 1&1 201 16.9 188 a yyQ`tn� TABLE$B ANCHOR CAPACITY ADJUSTMENT FORMULA: a AnohorCec Table ibs SW*Ute 2.7kCDmrde 3.5K Gone. HoOmcmu FMWCMU PT Wood ntRa (Dpm)X(ANC2IORCAP.,,,,\oANCHORCAP.® 6'76'Etto ua•ss Eko 6.16•Seco v4•ss pco ate steel 8t2steel IHzsteel \MULLION CAP.,,",,,o,/ AnchorCtlp Pettems Atrchor>»u 9'16•Elco tmlam va•E6ou6racon Uemtan 31s E6otbmoon vd'FJcoUemcal Aggetldor u5mem AggteCtelor scr6w(o5)serar(tib) screw(03) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Osten:e M) r 2•v7 V 2.112• JIVA I. 2•v7 I- 2412• r 34/9' 7 0.48' 644• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN ElnOednenl taro• tsrr 1;174• 141.4• t•v4• t-v4' 1•v4• 1•va• 1-t/4• t•ur z taa• t.N9' vsies ACTUAL PRESSURE REQUIREMENT FORTHE x476•LS"O.C.I steneem or Omef Cep 0.701). 399 ma 99096 450911 890160 270604 260 ma 361. 74664 9146s 66468 04666 941 ba 442 Re SM ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMMM@I.t8•LAn O.0 ISterKWd(or OmepcBp(Fla 2) 482609 700 me IUA WA IIIA 960 me CUA IUA NIA WA CUA $026s 88666 1124Ita CAPACITY(FROM THE TABLE)OF THE SELECTED 4AtxIm mu .O.C.1(2)2�0An-goC9 I g9) 780ms 7M ma no Re 156006 bfObs 560604 MA 7MI06 748 Ms 86064 1682609 602 b9 66664 t1206s MULLION.IT WILLYIELDAMINIMUMANCHOR 0ms®0A?Wm.0.C.I UCBp.6010.126•Alum." IUA IUA RIA IUA CUA IUA NIA IUA HIA CUA IUA IUA CUA 1430 ma CAPACITY WHICH MAY BE USED TO QUALIFY t AnctorlM (Rg 8) "SIts 1S6 ma 22664 d45 tea 13564 160 gra 177106 3701to 157 b4 33226 47368 170104 221 Re 2M me ADDITIONAL ANCHOR OPTIONS FROM THE 2Am" 1.16•lllrL CJF-M g 240606 Sea no CUA CUA WA 100 g.6 NIA IUA CUA IUA WA 341609 d426a 6M ma ANCHOR CAPACITY TABLE. PRODUCPRWAM NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as- wpb the Flodde BuildFIGURE 1: FIGURE 2. N-1.250•--{ A� aeNO _ •�� TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 18601 6 P(BdOct control •• 2W*WAP4NTrjRPO1j1TIOVE'WNEE(�tulULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • • \�.`�ON`t LYNN,y�� ANGLE •• 3)MUlLIONMO NIULIiON CLIRB S:DWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' CLIP MUST • SH S A-23•HOIF-St0 NBIMILLEIb IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS N(�4 EETS 2R23!FIGERES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. BE USED •• �� • • • •• 2�• _ No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - rr FIGURE 4: FIGURE 6 FIGURE B: GROUT-FILLFD CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•g0.WOOD SHALL O BE PRESSURE-TREATED YELLOW SOUTHERN PINE W ITH AN 3G OF 0.65.ALUMINt1M SHALL BE T' 1 L�Fr � ••• I-ANCUORRIVITOM A63-T61�)6 BE pRdR�1M IM OFR25"THICK.STEEL STUDS TO BEA MINIMUMGRADE33AND �• SAl-O045^THI ('119 GA 17.STR TURAMTERL TO BE AT LEAST.126 THICK AND A38.ALL 1.25•X 3.188•X.286 MULLION(1.174•VF MULLION)SyF�ppllL ENIfAT T 3 SCREW THREADS BEYOND THE MATERIAL.4180& 12kANCHOP4 TO 09 MAYIE EEL i"S.S.OR410S.S. A.VNNtly{((LEtf3 1'.E. ••• • ••• • ••• • FL P.E.N 56705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A ® r ldUfibn Capacity Table(Ib9/1tz Opening Width(forvadcallr"anift mt0ota)or Opening Helght(for hoAmna@paparrdng mWtore) ce LS 601. 8010 701. 801. 801. I 100 in I 1401. Min taON yj g•vHt O 1.26kSJ!8 ReotangWer TreNftam Re4afgWer TmpTfdanq. IaaleaWter Tfop'7ffm•. Rootan* Tmpf6en9. Raotenpuier Tmpfden9. RwWngfer Tmpffmfq. P4atafgf4er TmpT6enq. RQoangWer 72'0ftS Reatw•Wa TW114-9. X.900 LoedO• 1.0mmg Loe6n9 Lo"" Loed1.9 Loaft LaeAnq LoedSg Loadn9 LoaQng Wft Loeatn9a L.'JW _ft Loedie9 Lwow Loa2fg Lowing p� It35 1 1 fill �BWlian eTH, ®f, � ryp @ � yyaa h' gggg � � pp88 yyaa h' yyyy�' @ "$� rS� �' 11g66 �• $qy�' � LO It 421. 170.0 BPO 170.0 435 170.0 744 170.0 418 170.0 888 170A we 170.0 982 170.0 619 170.0 1116 170.0 621 163.3 1118 170.0 SP1 121.7 1118 170.0 621 10$8 1118 170.0 6Pf 88.8 1118 170.0 641 4a In 170.0 708 MR 524 170.0 860 170.0 684 167.6 918 170.0 830 148.7 878 170.0 881 130.4 878 170.0 SIT 117.3 878 170.0 880 97.8 879 170.0 680 83.6 978 170.0 880 7&3 918 170.0 680 40.096 In 170.0 TO 170.0 603 170.0 988 170.0 831 150.7 927 170* 66.4 131.8 827 186.8 708 117.2 827 168.1 889 106.6 827 168.3 888 87.9 927 16$3 886 16.4 921 166.3 W 65.9 SIT 1588 898 641. 170.0 787 170.0 812 160.6 889 170.0 891 132* 888 169.9 888 118.8 889 141.6 888 100.0 889 134.0 860 82.7 889 128.8 664 77.3 888 128.8 862 88.2 868 128.8 06P Iwo 888 128.8 IN UJ rte, Q 60h 14$2 140 153.8 834 1114 746 U2.3 820 102.3 746 117A 888 89.0 748 IOTA 699 70A 746 101.0 682 71.8 748 986 687 68.7 746 83.3 883 51.2 748 93.3 583 44.8 140 93.3 633 891. 123.7 877 132.0 670 103.1 877 113.2 688 68.4 677 100.4 666 77.3 871 91.4 648 88.7 677 65.2 639 61.9 617 61.0 634 61.6 817 77* 628 44.2 677 78.7 620 9&T BTT 78.7 628 8610 107.8 BfT 11d.i 630 88.7 617 0.8 810 76.9 817 80.3 50 67.3 817 78.9 600 69.6 817 72.6 494 63.8 617 88.7 489 44.6 617 04A 483 35.4 817 03.7 482 3$0 837 63.7 482 j 0. Q Q 721. 82.2 618 87.1 d60 68.1 518 74.2 440 89.2 618 65.2 432 51.0 618 68.8 425 40.1 518 64.2 418 41A 610 50.7 414 34.8 518 4&6 408 208 519 48.0 4% 26.8 818 45.0 405 z J $$$� 7a N T0b 405 73.7 488 68.7 486 62A 388 50.3 405 60.8 390 44.1 465 49A 364 $8.2 465 46.3 378 36.2 486 42.2 374 4$4 465 306 387 24.2 486 $8.6 364 22.0 485 302 303 2 j 7810 662 441 8&0 387 54.3 441 87.7 378 46.6 441 508 372 408 441 46A 388 36.2 441 41.6 980 928 441 38.1 356 27.2 411 949 349 43.3 441 3$1 3d8 20.d 4di 34.7 348 Z BON 44.4 992 43.8 285 35A 332 37.0 289 30.3 332 9P.3 264 268 332 2&8 280 23.8 33P 2&i 278 21.2 332 24.1 272 17.7 332 21.3 488 162 332 0.8 282 113 332 18.7 260 00 r 801. 96.0 18I 3&9 Pao 2$f 281 30.9 288 28.0 P8i 18.4 252 218 481L14.9 248 18.4 281 91.9 244 17.6 281 18.6 241 14.8 291 17.1 236 126 281 16.8 29'8 1081. 218 230 16.1 408 40.6 230 21.1 205 17.5 230 18.3 201 15.4 230 *18-8 �# x O 1111, 228 218 23.1 187 I&A 218 19.4 184 16.2 218 18.8 181 14.1 218 O 1201. 17.8 187 1&2 170 14.8 187 16.3 187 WfQ K X `� Y TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: �a (� AnOhorCa o Table Abs 6Wst". 2.7k Oomma 3Ak Cow. NOISM CMU Mad CMU PT Wood Steal (DP_)X(ANCHOR CAP.•,,,::) ANCHORCAP.- ' � 6116'Elw 174.98 Eao 318'Elva 114.88 Ebo 610 Saes 012 seat 6128188 (MULLION CAP.,m„•,,,/ Anchor Cil Pattome AWoMrTrpa 318•EIw UNeoon tl4'Ebo N9mon 318•Efeo URfaeon IFP EIa4 talmoon ANNGs!a UUra'on AgpeOaler $asw(05T 64few(Ow sore,T(05) Clip USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Oaance Nf): i• 2-tn• 1• 2.117 3.11x' r 2-112' r 2-tm 2• 34W T 6.46• 0.64' 6.324• CAPACITY REQUIRED•C.ORRESPONDWG TO AN EmbefhneM M 1.314• b3w• 1434• 13w• r 1.1/4• t-1f4• 1-114• 144 1-114• 1-114' 2• I-w 1318• 4edes ACTUAL PRESSURE REQUIREMENT FOR THE 2AWobom @4.7V Min.O.C.F 8andatda 0ffwt 0tp fcfq.IX 390 Ore 3901.8 450 and 690 UA 1 24 27oma =In 354108 740 lb. 37 nS ee4 me 9481. 3411be 442 Me 480 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4Armbm®1.IV 6fN.O.o.F BW*W(or OBseO COP f la.2X 460 ma 700 2s WA WA WA WA 380 ms WA WA WA WA WA 652 m9 665 Ito 1120 roe CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AWJwm 0 r MIM O.C./M 2,5Afpa CUPS I IN.3X 780 ft 764 as Mi. 1560 ft 1696 ros 510Ibs 580 as WA mum 748 lbs 680 W 18921.09 662 roe 685 Its 112028 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anohas 8B 0.64'Ren.O.C.7 U.Mq Nto.180'Atam.(Fig.4X WA WA WA WA NIA Nal WA WA WA WA WA WA WA WA 050lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anw w/FL00IncA QX 1116 bs 195 rm 226 as 445 as 822 iba 1368m MO lbs 177 Ibs 370 Me 187 Its 332164 473Ito 170It s 221 It. 280 We ADDITIONAL ANCHOR OPTIONS FROM THE 2Arah4m S 1.16•Min.O.CJ F-tliy(Flo.BX 240 as 3501to WA NIA 190 Me WA WA WA WA WA 341 Be 442 b 580 be ANCHOR CAPACITY TABLE. OD11C1'REVISED with do Iflodda 996pfBII00D T' .O1 FIGURE 1: FIGURE 2: TABLE NOTES: 1.260` • . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Ia1nl a Product Cwaml ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Lft 1!111 •••2)C"R jTE:PO^N tETII:EEN IMLL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��oNy LYNN Jj! FIGURE 3: • • "'"�'• '9i • 3.260` �•� "�� •• GENS 4e, ANGLE • 3)MWZOrfrrwp MIS.U4N($&H8'JN ARE NOT TO SCALE.FOR EXACT DIMENSION%SEE Qct; J F '•.9 CLIP MUST •SHEETS 21623.KOLAS Tp 86 DRILLED WHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED •• SHb1A ON SHEETS 21.23.WGURES"OW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` NO.56105 ^_ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ice` Y'U; . GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 6: FIGURE 8 • •N66PRESSUFITc-TRFiAW YELLOW OUTH PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S 8$ F�N �L' ' Q S ATE f(/ • • • x063.T5AND BRAMIMMUMOF•1004TNJCK$TEELSTUDS TOBEAMINIMUM GRADE 33AND f �'f`�'• F[OR10P,.•'G�=� • 4.046'THICK 18 GAUGE).STRUOFURAL SFEEb TO BE AT LEAST.126`THICK AND A38.ALL S •'' LID-] 0 • CHARS O MET)k SHALL EXTEND AT LRAST 3 SCREW THREADS BEYOND THE MATERIAL. 1'26•MULLION•'� ''�•,s/ONAI- ••• 1 &1112 Fts P?b WOO:WAY B@ jTfEL,18-0 S.S.OR 410 S.S. A.2%04 MIL111h,P.E. • FL P.E.#68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A MulllonCepacltyTable fte) Opentm Wdlh Varvgrtice&ysparadng mtleon9)crOpening Helglit(Torhomwda9ysptTrgdng mumo149) 7r•7� 00m Oct. 70NI Bo In 00in 100 in 100m 1401n 18oln y) O 1.28 X 3.26 Reet¢agnla Trep mag. Rale da Trep/rdemy Reclnnpiia TropTAnng. ReetmOela Imp?Bang. Ra." r TrwMang Rattagelar Trey dm- Rnetaigolar TmpTeHrg. Itmeogida TrWTftg. RectmWer Tup7dm2. x.624 LaGng Loedog LoeSntg loemg toa8ing loading Lcagng Loading tmdi.g Loadrg LoeAng l8 Loedeg LeeSag Load9g Wading Lea6Ng LoadOg gx� AIM Tube 'r -f �' -fr. -' f,. It � '�'^. �.. •f.. f '� �., §' �., �'r. •§,. •§'.. •� �„ � {i'.. � �., l6i 7837 Mclean ; a � � N 03 411- 170.0 620 170.0 436 170.0 744 170.0 478 170.0 868 170.0 666 170.0 992 iT0.0 519 110.0 1116 170.0 621 170.0 1240 170.0 621 170-0 1489 170.0 621 170.0 1736 170.0 621 110.0 1983 170.0 611 4810 1 170.0 708 170.0 624 170.0 850 170.0 686 170.0 992 170-01 630 170.0 11331 f70.01 661 170.0 1216 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 too.? 1979 170-0 600 149.6 1979 170.0 680 _ 60-626 In 170.0 747 170.0 683 170.0 896 170.0 631 170.0 1016 170.01 684 170.0 1196 110.0 723 110.0 1366 170.0 747 170.0 1494 170.0 768 170.0 1793 170.0 768 1626 1817 178.0 766 133.6 1877 170-0 MA Min 170.01 797 1110.0 812 170.0 958 170.0 861 170.0 1116 170.0 I 764 170.0 1276 170.01 603 170.0 14M 170.0 837 170.0 1691170.0 868 166.4 1769 170.0 681 134.1 1769 110.0 661 117.3 1769 170.0 881 LU � 0000 1N.0 886 170.0 701 170.0 1063 110.0 797 170.0 1140 170.0 878 170.0 1617 00.0 944 161.1 1811 170.0 896 146.0 1611 170.0 1033 120.8 1611 170.01 1063 103.6 1611 170.0 1083 00.6 1611 170.0 1883 (Q (n 63 In 170.0 930 00.0 746 170.0 1116 170.0 660 170.0 1392 170-01 950 168.6 1370 110.0 1016 139.2 On 170.0 1076 126.3 1370 164.0 1082 101A 1310 156.9 1072 89.6 1310 166.3 1070 78.3 1370 1669 1070 Lu J 66 In 110.0 914 170.0 T89 170.0 1169 110.0 903 165.8 1248 170-01 1002 US 1248 168.6 1013 121.1 1248 147.1 1000 1082 1248 139.0 939 00.8 1248 130.4 918 71.8 INS 129.0 976 68.1 1618 =X 875 Z IL 72 f. 187.8 1019 178.0 818 139.0 1049 160.2 692 119.8 1019 132.1 876 104.8 1619 119.1 860 89.2 1019 109.7 846 83.8 1619 192.7 836 69.9 1069 943 81b 692 1659 812 820 00.4 1049 81.1 820 78 to 1427 841 149.1 822 1189 951 128.8 805 101.9 611 111.2 791 89.2 941 100.0 777 76.3 941 91.7 766 71.4 941 65.6 767 69.5 941 77.6 744 61.0 941 74.0 731 44.6 611 73.3 798 z AIs In 132.0 Sgt 137.6 783 110.0 894 116.9 767 94.3 691 102.4 763 82A 694 91.6 740 133 894 84.1 730 66.0 896 79.3 721 65.0 891 70.7 707 47.1 883 87.0 701 419 896 68.1 899 � � �•. .d. $01. 86.9 611 08.7 696 71.6 6T1 74.9 666 01.4 671 66.3 576 63.7 671 68.2 666 47.7 671 62.9 568 49.0 611 48.8 661 36.8 671 43.1 639 30.7 671 39.7 531 269 811 37.9 628 881. 70.8 690 72.8 677 690 690 81.6 518 60.6 Egg 53.4 609 44.3 690 47.6 602 30.3 690 63.0 41M 36.4 690 39.6 688 299 690 34.7 477 263 600 31.6 489 22.1 690 28.8 481 X 108N 4A7 d6B 60.8 611 4fA 466 42.8 411 35.6 468 37.1 J40831.1 468 32.9 402 27.8 486 76.7 386 74.9 466 17.1 391 10.7 486 23.fi 382 17.8 486 21.2 376 16.5 499 18.8 370 68441 16.7 400 38.2 461 39.3 393 32.7 441 34.1 441 30.2 372 26.4 Ni 272 376 72.6 111 262' 372 19.1 441 21.6 300 16.4 441 193 350 14.3 441 174 361 1201a 363 318 36.9 394 302 318 31.0 339 269 318 289 378 23.7 329 20.1 Sig 21.3 326 18.1 37819.6 321 16.1378 16.7 3141441. 21.0 282 212 242 as 262 0.8 239 16.0 262 169 U N O O TABLE 108 AnchorCepacity Table(the) ANCHOR CAPACITY ADJUSTMENT FORMULA: 8lmeheta 27X CO1XtHa 3.81 Care.I Ho006r a6u FneeCldu PTWood MAaI ANCHOR CAP. ,,,,, (DA,)X{ }oAN(2MORCAP.„, Anther 108 aI V Elto 116.22 Em @16'Fico U4'83 Elw 0108tetl 8128WN 012 Steel MULLION Aneh•rCOp Petteme -- gcaUOmem V4'Ekoulitet6n u0mcon 3718•WcoUmcca v4•FIeo170tetw Agg.Wer Utttecm AggeWor Scmw(05)Scrar28) Saar(as) USE THIS FORMULA TO OBTAIN THE ANCHOR Fags aefanw0 r 2-1re t^ 2-v2' s4m' 1• 2-172' 1• 2-vr r 3v8• 2' 0.48• 0.66• 0.384• CAPACITY REQUIRED'CORRESPONDING TO AN Fmceotrlau 1574• i.N4' 15/4• 1574• r 1-114• 1-va• 1-116• 1-v4' 1 Ua• 1-v4' r 1.39• 1578 vanes ACNAL PRESSURE REQUIREMENT FOR THE zAneMn®47G 69n o.e./BWrtlanl a00981Cfip(h7g.>r 590 Bn 960 009 450®s 890 m9 f 644 009 21oms 280 ge ss69n 74o rob 374 m9 883®e MOB sot Ws 442 ma g» OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arcaae®f.5a•Lw o.0/s1aMaN(aa6e1)C6p(Flg.2) 480 009 700 009 NlA roA N/q wq 98o ms NIA ruq tl/A tvA WA 682 Wa BBS We 112D WS CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclpn�3•Mtn.0.C.7(4216ArQ%C0ps1(R23}: 780 ms 7800e wogn i5mme lamms 64oms 5m m1 IUA -MO Me 748 ft 880@0 7892109 682 IM SM RS timme MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arctem®o.64•Mm.O.C.1UCOp.mto.IVA91m.(F1g 4) 111A WA INA WA IUA IUA IUA INA IVA RIA IVA IVA INA tUA 660 m8 CAPACITY WHICH MAY BE USED TO QUALIFY t Atxlprl FC9p MR q 195 me 1g6md 226819 445009 822We 135 4T3 looms m� 9Ta196 far ma 932 gn 4T3 m9 VOWS 111 me 28o We ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArcMm�1.16•lAn O.C1 F g 6) 26118. 350 me IUA IUA IUA 177-0 190 me NIA IIIA NIA RIA tVA 3ti ms 462 m9 660 Wa ANCHOR CAPACITY TABLE. FRODUCf RBVOW 0dle�FYW whb IhePlodde FIGURE 1: NO FIGURE 2: TABLE NOTES: 12W • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION (aw 0PraOma t'mtiirij••7 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS tittlltt/ FIGURE 3 •••2)LI"�R f TE.POS:N:ET:EE.MOLL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. -1\1ONil{.........L N yzl7i�� ANGLE • 3}ML1!=.IQI� MLINJP S}IflILVN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 ��',r \GENSF'•.F.p �� • . • • CLIP MUST •SHEETIf 2'fj23 S G LLED`B9(j•THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED •• SNO►t9(ON AFIF.ETS at-23. IG Esti W SUGGESTED,APPROXIMATE HOLE LOCATIONS No.58705 ' IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND - _- FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL •' • •fr&PRES8L�E-TR YELLO SOUTH RN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 1124^ �T'�� •�•� Is ::tL N� F� __� ' Q'•, STATE OF LL1 • • • • 46083-TSAP+DBFA I UM OF, TTF STEEL STUDS TO BEAMINIMUM GRADE 33AND ��'•••FLORiOP.•''�\�,� • K145'THICBt(18 GAUGE).STRUQTURAL E TO BE AT LEAST.125'THICK AND A38.ALL e • OANCHHRS 6110 METAL SHALL EMEND&%T FAST 3 SCREW THREADS BEYOND THE MATERIA. 1.2V X 3.25'X.624* ••• '1'0 8#12C$IORS%MT0 WOOD MAY BE:74EEL,18.8 S.S.OR 410 S.S. MULLION A.LYN15lM1'LC1R,P.E. FL P.E.#68705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A Mullion Capacity Table QbaAty) � Opening Width(WrvergcaAy-spemdng m18bre)orOpanlnB Height(brhodzorte9yapanldng m1Nom) «y SOI" 601. 7010 9010 gain 10010 , 1 2010 1401n 160 in 126X394 Rectangular Trepmang. Rader Wm TrepRdeng. Redmoft Tmp7Tdao. Rectnapukr Tmp7dmg. Raclanpider Trap/Tdmg. Roda"W TwpTdarg. Reclawle, TMPTdag. Redengemr Thrplldang. Rectangular Treylrieng. q x 824. Loan Loading Loeft Leadelf t.eding tmd10g Loading LOMAS Leseing Ln v" LmGng lod9g Loedeg Lama Looft Lcaft L..%g Lmdbng 8x AIM Ulu be § § f 'r h It 'fir- 19, - � f f � � � � h � h N ru fl!i I a H '1 1 42 in 11 u 1,, 3 .2 1Al 4m 1 4 a k8 3 Ra 3 49 9 4& 3 �& V& &� I � 4 MO 620 110.6 435 170.01 744 170.0 418 170.01 US 170.0 698 170.0 992 170.6 SU 170.0 1118 170.0 621 170.0 1240 170.6,1 621 170.0 1488 170.0 621 110.0 1736 170.0 62t 170.0 1983 90.0 621 481n 170.0 706 170.0 624 170.0 I NO USA 684 170.0 892 170.0 630 170.0 1133 INA 681 170.0 1276 170.0 877 170.0 1417 in.0`1 NO 176.0 1700 170.0 680 00.0 1983 170.0 680 170.0 2707 in.01 880 60AN in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 Me 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 110.0;1 79 170.0 1793 110.0 758 110.0 2042 170.0 766 170.0 2381 110.0 768 v) 64M 170.0 797 170.0 612 170.0 Me 170.0 691 170.0 1118 170.0 764 110.0 1216 170.0 803 110.0 1434 170.0 837 1170.0 1694 170.0 658 110.0 1913 110.0 661 170.0 2231 170.0 861 160.2 2403 110.0 891 m 69 in 170.0 705 170.0 701 170.0 100 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9U 110.0 1694 170.0 998 1170.0 1171 170.0, 1033 170.0 2126 170.01 1993 1463 2183 IVA 1063 129.8 2163 170.0 1063 rte. V1 J 631a 170.0 930 170.0 745 i70A 1116 170.0 860 110.0 1302 170.0 040 INA 1468 170.0 1016 INA 1673 170.0 1076 170.0 1869 170.0 1122 166.8 2060 110.0 1169 134.6 2060 170.0 1171 117.7 2080 170.0 tilt r•' CUj} 66 In 170.0 914 Me 789 170.0 1169 170.0 803 110.0 1364 170.0 1x02 INA 1669 170.0 086 170.0 1763 170.0 1165 170.0 1948 110.0 1210 143.0 1966 170.0 1278 122.6 INS 170.0 1286 107.2 INS 110.0 1288 Z N 72 in 170.0 1063 170.0 818 170.0 1116 110.0 iW9[42.0 1488 Ilan 1128 170.0 1700 170.0 1228 164.1 1734 170.0 1916 139.7 1731 169.8 1386 116.8 1733 166.9 1384 99.1 1734 160.6 1362 86.7 1731 1602 1362 J �Lj 701. 170.0 1122 170.0 937 170.0 13d8 170.0 1080 1668 170.0 1209 07.4 1668 1652 1286 131.1 1668 161.6 1268 117.9 1656 141.3 1261 88.3 1669 128.3 1229 61.2 1668 122.3 1219 73.7 1658 121.2 1218 g Z 781. 170.0 1161 170.0 967 170.0 138t 110.0 1116 14U 169.3 MS 136.4 1471 152.0 1224 1212 1477 139.1 1208 109.1 t417 129.6 1191 90.9 1471 118.9 tt69 77.9 077 110.6 1168 602 1477 109.3 1164 sd in 1d2.0 1110 1688 988 118.6 1110 127.9 968 1110 107.6 851 BLB 1110 86.3 996 70.8 1110 B7S 922 71.0 5110 89.7 918 69.2 1110 11.3 891 60.7 1110 86.8 878 44.4 1110 82.7 870 N O Win 117.0 976 120.3 872 97.5 976 101.6 666 976 88.3 662 13.4 916 78.6 828 BBA 976 712 817 62.5 816 86.4 807 48.8 976 67A 789 41.8 1176 623 718 36.8 976 495 787 a A�Ft00 L e' 1001a 822 171 W.0 698 68A 171 703 685 171 61.3 674 61.4 771 65.3 681 46.7 771 49.0 666 41.1 771 44.9. 631 31.9 7T1 36.8 632 29A 771 35.0 621 26.1 711 32A 812 XA �➢I � Mia 76.7 730 715 821 83.1 730 65.0 860 170 66.3 WO 475 130 49.9 631 42.1 130 ISA 622 37.8 730 41.1. 60 31.6 730 36.6 600 21.0 730 31.9 669 23.7 738 29.6 581 Ili 4tj Jir 1201rt 69.9 624 6fA 658 498 G24 612 660 SIA bd3 W2 31.6 824 392 644 333 624 353 637 30.0 624 32.2 631 26.0 82d 21.7 619 21A 624 24.6 d98 167 624 221 601 It x N � Odin 31.7 433 36.1 400 28S 433 29A 396 26.8 433 26.4 390 21.7 433 22A 19.3 433 20.0 301 11.3 433 1821 376 1 1 Cy TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anch"CapacityTabiapb9) ANCHORCAP.,,,,,®, •� '� Substrate 2.78 Concrete 982CalIC. Ham CJIU Fme0T41u PTWOaO Mild (DP,„)X( )=ANCHORCAP.- Ilis'FltA /U'WEkO Ills'aro V4.88mco atoSted 012Sted 012 Steel MU LU ON CAP.,,,,,,,,®. AnehorCiipPattams AnctwTyW 31s'EeoWomen WeEkoullrecon Upon 3ts'EIc0119retdt U4'EkoMarton AggeOdot Ultmon AggroGdor Screw(05)Scrav(CM Screw(GB) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOgs Distance 0# r Mir 1• 2-172, 84ff r 2-vr Y I 2-trr r Sala r OAA 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN E3nbea E01 01 1.914' 1.34' 1374• I.Sfw r 1-U4' /-114' 1.114'KNOWS 1414• 1.114' r 1-38• 1.916 9a�9 ACTUAL PRESSURE REQUIREMENT FOR THE xwreron@d.7s'San oc.r an or O0ad Imp(Rg.1) SWft- S9a 8s 460109 asoma 180 m9 zro0>a 28010s sW ibs slams 661 ma •16•s 341 Ms 442 ms 880 me OPENING,WHEN IT IS LOWER THAN THE MULLION 4AWhOr9@l.ta MIft O.C.ISI&VMa0r0IWC8p(Rg.2) 480 Ms 700 ms WA IUA IA IIIA 380 Ms NIA t71A ILIA IUA 682MS 885 me MOWS CAPACITY(FROM THE TABLE)OF THE SELECTED 4AntnDm@aUm.O.C.I 2s5Argta C9psl(Rg g 78D OA 7809e 280 ms Ism lbs INS ms u0ms am no NA 746 ms SW Me 1882 me 692 m9 885 me 1120aa MULLION.IT WILL YIELD A MINIMUM ANCHOR O MhW$@@ 0.W'64n.O.C./UCBp,NM.100'Agan.(Rg 4) IUA WA NA IUA IIIA IUA IUA IUA NIA tllA IUA NA IUA 1281 Ms CAPACITY WHICH MAY BE USED TO QUALIFY I AMrOrr FC6p(R0 Wil195 We 195 SO 225 me 44S0n Bums 138 We 140 ms lams 187 m9 3321be 473 ms 170 Be 221 WS 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE PRODUX7RBV1SBp 2Amhn@1.161 LOn O.c/Fcep Mg 8) 2400s NO ea NIA IUA IUA IIA 160 me ItA IUA WA IUA 311 Ms 446 ms 560me ANCHOR CAPACITY TABLE. a USeFtogda�y+ 1.250' A00ep�teallo +rJ.� FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION (Bin( ads Pt0 u Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111 I I I I I17� ••• 2tLT4ARjNT:Rpq?Avo1BE':WEgwrfuLLLENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��0••,.cENS, C(F�i�� FKTURE3 • •AYD• 411.14W&SA• Q�; 1) F •• ANGLE • 3)W•&UGN WM ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' ••. . CLIP MUST ••• SHEEYS IU-231 HOLESsfO GE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �" No,58705 BE USED SF *N ON"EET921.23PFI(MR064HOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'O'u- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL •• LU FIGURE 4: FIXTURE 6 FIGURE 6: • ••IDE PRESSURE-THEEA ED YELLO14f SOUTWERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE =��• F ATL CN \_` • 8083.75 AND EE A MINIMUM X16.160'TMICI6 STEEL STUDS TO BE A MINIMUM GRADE 33 AND V4•0 1-0-1* •• ••DWJHII�fC(18 GAME).STRUCTURAL46TSEL TO BE AT LEAST.126'THICK AND A38.ALL • • •,NCRHOR§ TO M St�AI E4ICTF�IQATIEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 0840 •#10&#iWGHOR I TOWO Q�A •&EEL.18.8 S.S.OR4103.S. 125•X394'X.824' A.LYNN MILLER,P.E. MULLION FL P.E.#68705 ••• • • • • ev • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A MuUlon Capacity Table effe) Opening YYttltb(WrterUwlyspalWng mullions)orOpening Height(far hDtizorda*sperning mUAons) SMS 60 in 8013 701n 801n 90 in 10-0 1 1 I 1401n 160(n . ReNan•da I Tri. Rulco6a Tap rft* ftotamda 1 7014768119. ReatenBUe+I 7eprTdang. ftww gda TM91dom Recle119Ver tlep,Tdettg. p-magWa Twill". Rectay d. TapRdang. Roatovft Twwmg. 2 X 4%.26 CaeQnB loadn9 l oa•ng toad{ng L48An8 loadrt9 Lm•n9 LoaNg Loadtn9 1808!0 LOaatg CoadNg LOadNg L-ft Loadltg Lowing Lne•ng l•ed8g g q Alum.Tube MuMon Z � m N 4213 170.0 820 170.0 436 170.01 744 1170.0 478 170.0 868 170.0 500 170.0 992 170.0 619 170.0 1116 170.0 52t 170.0 1240 170.0 5Z 1T0.0 14881 170.0 621 170.0 1738 170.0 621 1170.0 1983 170.0 521 Q 481n 170.0 708 170.0 524 170.0 860 170.0 684 170.0 092 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 877 170.0 1417 17CO 680 170.0 1700 170.3 880 1740 1883 170.0 880 170.0 2M 170.0 680 00.826111 170.0 747 1 170.0 683 170.0 898 170.0 631 170.0 1 1048 170.0 864 1T&O 1196 170.0 723 170.0 1346 1740 747 170.0 1494 170.0 769 170.0 1793 170.0 768 170.0 2092 170.0 766 170.0 2391 170.0 768 Q. Q 54In 170.0 797 1170.0 612 110.0 M 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 7431 170.0 837 170.01 1594 170.0 868 170.0 ISO 170.01 881 1740 741 170.0 861 170.0 2660 170.0 881 L � Q BO N 1740 886 170.0 701 170.0 1083 170.0 m 170.0 1240 170.0 878 t70.0 1417 170.0 944 1740 1694 170.0 886 179.0 1771 ,170.0 1033 170.0 2426 170.0 1063 170.0 2478 170.0 7083 1848 2880 170.0 1083 to Q (O I 8341 1740 930 1TOA 746 170.0 1118 170.0 860 170.0 1302 170.0 840 170.0 1489 Y70.0 1018 170.0 1873 170.0 1078 170.0 1689 170.0 1122 170.0 7131 r1411.3 1189 1647 2863 170.0 1171 146.9 2863 170.0 1171 WIn 170.0 974 170.0 788 170.0 1188 170.0 903 170.0 1364 170.0 1002 1709 1680 170.0 1086 IVA 1753 170.0 1165 170.0 1818 170.0 1210 170.0 7338 1276 1019 2137 170.0 1288 1329 2437 170.0 12W '� Q 7241 170.0 f083 170.0 878 170.0 1276 170.0 1008 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1813 170.0 1316 170.0 2125 170.0 1387 146.6 21S4 1486 124.8 2184 170.0 1829 1042 2184 170.0 1630 TON 170.0 1122 170.0 037 170.0 1318 1740 1080 170.0 1670 1TOA 1209 170.0 1784 170.0 I= 1641 1960 170A 1421 USA 1960 170.0 1603 123.8 1960 1618 106.1 1960 154.0 15336 929 1886 162.7 1531 78 In 170.0 1161 170.0 987 170.0 1361 170.0 1118 170.0 1811 170.0 12W 170.0 1842 170.0 1388 162.7 1881 170.0 1474 137.4 1861 163.1 1600 114.0 1861 1473 882 186t 139.6 1469 86.11 last 137.6 1466 711 a. 90 In 170.0 1328 170.0 1144 149.1 13M IWO 1210 127.0 1398 136.0 1198 1119 1398 121.3 1179 119.4 1398 1102 1162 89.5 1398 101.8 1147 749 1398 1122 6391388 82.7 1106 669 1398 78.9 1096 BaN 147.{ 1228 161.6 1088 112.8 1220 1279 1078 tOb.3 1229 1112 108( 02 1220 999 low 61.9 f220 88.8 1026 Ta.7 1220 82.4 1018 81.4 1220 903 f.7 1211 M6023.0 1228 A2.&463i lOBN 108.8 871 108.8 BR 88.3 971 840 882 74.0 071 772 849 84.7 1171 88.4 837 67.5 971 81.8 SU CIA 871 689 816 43.1 971 49.0 798 37.0 971 8Tt y It, � �p 11113 844 919 97.3 632 70.6 910 819 S10 86.1 919 709 606 9 629 704 63.0 919 88.7 784 47.7 916 61.8 774 39.7 910 44.8 786 34.1 910 910 N ' X 12041 78.6 788 76.8 716 62.9 788 &.6 706 639 788 669 146 47.2 786 49.4 868 419 786 44.4 BR 37.7 786 448 608 31.6 TB6 349 863 27.0 786 788 d• N � 144N 43.7 816 442 504 36.4 608 379 498 312 618 31.9 491 27.3 Be 282 485 24.3 648 26.3 479 21.8 848 '229 474 18.2 648 19.0 /84 109 648 60 U N Q O TABLE 126 - ANCHOR CAPACITY ADJUSTMENT FORMULA: ot Z Ari ohot'C6pordtyTable b6) ANCHQ4.Q &ftf to 2.1ACwate 36kCm. He9owc6W FawcMU PTwow Metd (DP,,,)X(MULLO CAP.,o,,,,,•,)=ANCHOR CAP.,,, �� 6/15 FJeO 1141$6 Ete dir Ecco 114•SS Eka Oto Slcel tll2steel 002 Sleet `MULLION CAP.,•,,,,,, AnahorCU Pattome 3hr Elco U6acm v4'EOcoU6taeon u2at� SHS Elm UDrson v4•EkoUNacon p AnmWor UOacan AggmWor Scraw(M Screx(05) scree(O5) USE THIS FORMULA 70 OBTAIN THE"ANCHOR FAge MUM o') 1• 2-w 1 1• 2-vr 3.718' 1• 2.11r r 2-vr r 3.118• 7 0.43' oA4• 62x4• CAPACITY REQUIREWCORRESPONDING TO AN FmtS•naa n) 148• 1-14- 1-WLar4• r 1-114' 1-114• 1-1/4• 1.714• 1.1141 7•v5 r 1-U. Ise' vadet ACTUAL PRESSURE REQUIREMENT FOR THE 2Anelnrs g 475 L9n O.C./Sta daD orolmel=p"114 390 ms 39629 450 mt 690 me 160 rot 2TOW 260 m9 364 roe 740166 374 m9 667 US Wits 371 a5 4429A Seo ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMt @206.111410.0/ataaamaorsa0c9pwa3x 740 211 74D OR SM M9 1485 MS 1424 P. Nu. 8609. wA moms wA asoma 19A Wra e96ms ttatmn CAPACITY(FROM THE TABLE)OF THE SELECTED 6AMOM@ 1.71•Min O.Q I ShnOW(or on"C6p 0794X 683 mt708m9 1048 me N/A II1A 70629 WA 7991tS UFA 141A WA 102211& /327 s 180095 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AIChn@ •MN.O.C./(x)2c6Ar&Cep2IMo5T 780168 3w 60053 15M Ms I loss 809 SZWQeims ILIA 760108 1 746809 seoms tem Its Wria SM to nal 806 CAr#%W I T WHICH MAY BE USED TO QUALIFY 6Anct519®rLIN.O.C./gg 2<8AIpb C6ptf(Flg.BF 1170808 1170 U5 1=110 284028 1 Seta Na s M1139 URA 114025 1t22U5 1820 mt 29980& 1022109 731124 168026 ADDITIONAL ANCHOR OPTIONS FROM THE 3AnM11M®1.34•Min.O.C.I U100p,W0.125 AWtan,4 t41A ILIA WA ILIA It/A IW WA tUA WA ILIA WA 111.0 NIA ILIA 073 ANCHOR CAPACITY TABLE 6Arkt5a®0.64'MN.O.C./UC0p,W0.125 AkMft% UTA ILIA IVA ILIA WA NIA IUA ILIA WA ILIA ILIA 1. t"A ILIA 21 mt PRODUCr14BV4S�1 2Anct5a®26r 6Un O.Cl FC9p(fig 4 370 ms 370U 310 mt 745 ma 71295 Il/A 260807 N/A 343108 NIA - 44085 t0A 341 WS 44295 660 me 29 COM ft Nwids 3AMfM 1.71'MBLO.C./FCt1A .70z 483 mt 62605 978 ms 97328 NW 111A 354 rA 141A 390109 I WA I IOA I ILIA I611108 684 AS 810 me �O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Oa�w CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: - FIGURE 3: FIGURE 4: TABLE NOTES: 2.000• ani ado Product Comrol • • • • • • • • ..... 1Ltlt 1lllif// 1)SEE SHEET 1!Q)1t INSiR847TIONS40N USING tifE'•48LEli AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL IN8*11ATIO11 Meq• ENSp • • • • • \� .j,0 ..,�C•c ��: FIGURE 5: FIGURE 6: 2)LINEAR INTERP(y.ATIAETItEo M:LL:ENjN ANDJbj OPENING WIDTHS IS ALLOWABLE. AND MULLION 0 0 0 4.000' No.58705 3)MULLION• • • • • • • • • • IN THE FI LD OLLOWNGDIMEN3 ONAL RESTRICTTIIONS ST AD HOWN ON SHEETS 2E.FOR EXACT 3.DIMENSIONS,OUR S SHOW SUGGESTED,APPROXIMATES HOS 21-23.HOLES 70 BE LELOC260' ` ��'S ^ FIGURE 7- FIGURE& FIGURE 9: FIGURE 10: • �•'•, S At OF ANGLE CLIP 4)SUBSTpAT6$:CC�iETE SFjAtI•C.OAF�i�M TO 111 SQECI (CATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLQ(2C UNIT ��.'•.FCORIRP.•' • •• • • (FIGURES 6&6) (CMU)SHALT.CONFORM TO ASTM 690.WpOD S B P SS RE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. •• MUST BE USED ALUMINUM SHALL 81!606345 ANi BEA MiNIMUV OF 426•T611C STEEL STUDS TO BEA MINIMUM GRADE 33 AND.048•THICK(18 2'X r X 25'MULLION Ss�aN��•• IN PARS GAUGE).$TLXTURAL•STEEL lb BEAT LEABT.726•THICK AND X18.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 111 I I t t 17 71 • •• • • THREADS''bb8 ND•RiE MAT L! W 10&912 ANCH!!S. INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S. A.LYNN MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A Multlon 00. o Tobie wW) Opening iMdth(for ledicQ*spatrfrg mtNolls)or Opening Height(for horizor11a87,8parrlrg mt2lons) 4' wh win 70 to win 80 to 106 in 120 In 1401n 1wln u. Raolmgotar Tf Trlen9. R.alargder 1111will rg. Redergdm Tt 1nom. Redarow TreNTd•g• Rett vAw Tie77Id w. ftcla gWer TmpTdang RDeWm rlar TreplTAenB. Realerladm TmWdanp. Reater oim Trap/Td %. 2x$x.25 Loafing Loaft Loaft Loaft loaft Loedrg L-ft LoaRrg Loadbg I-&* Loednp Loaft Loaft LOOM Lwft Loaft ioadlg Loafing 4 Alum'Tube Mullion N 8 lb 421n trao e20 170.0 436 170.01 144 170.0 iTe I700 eft voA 500. 170.0 est 170.0 610 vao ma 170.0 521 170.01210 170.0 621 170.0 14ft 170.0 521 170.0 1730. 170.01 txt 1rao 1983 1170.0 1 bat O 48W 170.0 708 170.0 624 170.01 660 170.0 684 170.0 892 170.0 830 170.0 1193 170.0 601 570.0 1275 170.0 OR 170.0 1417 170.0 880 170.0 1700 170.0 880 Ina on 170.0 680 170.0 2287 1170.0 1 SM 60.826b 1ra0 717 170.0 883 I".01 808 170.0 831 170.0 1018 170.0 884 170.0 1196 170.0 723 170.0 1346 170.01 747 170.0 1494 Val)1 768 170.01 1793 170.01 788 170.0 2082 1170.0 768 170.0 7591 I t70.01 768 64 to 170.0 797 170.0 812 170.0 968 170.0 891 170.0 1118 170.0 754 170.0 I= 170.6 an 170.0 1434 170.01 837 170.0 IW4 170.0 888 170.0 1 1813 170.0 851 170.0 MI 170.0 SM 170.0 2360 170.0 881 m g win 170.0 886 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 16&1 170.0 998 170.0 1771 .170.0 10X1 170.0 205 170.0 1083 170.0 2478 170.0 1063 170.0 2833 170.0 1003 y Sal. 170.0 830 170.0 746 170.0 1118 170.0 850 170.0 1302 170.0 040 VU I 1488 1 170.0 1016 t70.0 ISIS 170.0 1076 170.0 1889 170.0 1122 170.0 1131 170.0 11811 170.0 NU 170.0 1171 170.0 2876 170.0 1171 � Win 170.0 874 170A 789 170.0 lift 170.0 803 170.0 1384 170.0 1002 170.0 1865 170.0 1086 170.0 1753 170.0 1166 170.0 1948 17ao 1210 170.0 2336 170.0 1278 170.0 2727 170.0 1288 170.0 3117 170A 1288 Z m+'• Sd 72 In 170.0 1003 17aO 875 170.0 1276 170.0 1009 170.0 1486 170.0 1128 170.0 1700 170.0 1228 170.0 1813 17(1.0 ISIS 170.0 2125 nag 1987 170.0 2550 170.0 1485 170.0 2875 179.0 1620 170.0 3400 170.0 1530 10 In 170A 1122 170.0 937 170.0 1948 170.0 1080 170.0 1870 170.0 1209 170.0 1704 (70.0 1972 170.0 2018 1710 1421 1704 2243 170.0 1805 170.0 2892 170.0 1828 170.0 3140 170.0 1884 U04 3669 110.0 1705 � D• z 78 in 170.0 1161 170.0 887 170.0 1381 170.0 1118 170.0 1811 170.0 4280 Milt 1842 170.0 1388 170.0 2072 170.0 1474 170.0 2W21170.01 1684 170.0 2703 170.0 1700 170.0 3225 VOL,1177 170.0 SM 170.0 1798 L C 00117 170.0 /328 170.01140917"0.0 1 4e4 170.0 1318 170.0 18ft 170.0 1496 170.0 2128 170.0 1898 170.0 2991 170.0 1783 170.0 2858 170.0 1818 170.0 3188 170.0 2126 1119.0 3453 170.0 1273 198.6 3415 170.0 2381 W1170.017 170.01700 170.0 1434 170.0 1883 170.0 1822 170.084 170.0ISIS 170.0 1847 170.0 2231 1710 1870 170.038 170.0 1888 170.0 /TOO 170.0 2293 170.0 1830 170.0X 771 170.0 2126 170.0 1869 164.4 22b2 tb9.8 1881 1351 22b2 1414 1884 1201 2262 1272 1938 1081 17b2 it&1 1916 801 2zb2 899 1872 772 22b2 888 1838 816 2262 814 1808 to 684 1218 1684 100.1 1428 814 1654 814 1407 782 1881 80.7 1590 89.6 1684 72.5 1373 824 1661 BS.7 1398 62.1 1581 BSA 1330 14.7 1b84 49.2 1306 Sat 1851 M.4 1283 Q N (' d TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca usi TableObs) Substrata 2.7k Conarde, 3.56 Can. Ho9•s ow FEW= PT Wood M� (D p•)X!ANCHOR CAP.,,,,,,,,,, n ANCHOR CAP.- � 6(16•Ebo 1/4.98 Eko 51lr Eloo W'SS Ebo 610 8ted 012Shel #12 81ed MULLION AnchorCtl Paftem8 Archalypa 3116•Elcot0aaeon 1/4'Elcot0keaan Unsace 3118'ElcoNBaoon 174'EboUOraam p AppreOatar tl5reaon AppreBetm amnia(OB)Sorest(851 emetx(095 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edpe Ustenae Mk 1' 2•vr r 2-tit 3-lir r 2-ire 1• 1 2.117• r 3.118' r 0.49• 094• 0824 CAPACITY REQUIRED"CORRESPONDING TO AN Embedment ): taw• Lair 1314• I-w• r 1-1111• I-iw f•UP 1 14W WtV 1.114• r tarr lata• .adee ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohae04.78•Mo.O.C./8tandwd or06ad COp(Fg.192k 300W 390 On 450 Wo 890rot 7644te 27008 ros 354 Ins 74016s 374 lbs 664lba 90 Ina Sat lbs 442 ft NOW OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anohare04.W AOn.O.C.1 SlcrMad(oroae0C0p 0g.3k 760 ma norm 900 rm Ino ros 3M Ms 540 Ms 860 the ITS Ws 1480 lbs 748[be 1272 1892M 682W 6008 1120 rot CAPACITY(FROM THE TABLE)OF THE SELECTED 8An0hm.a1.71•AUn.O.C./SWndwd WOW)Cop ft.4k 11601m 14001bs 10100* 2WIbs WA WA 9401m WA 10651m WA WA WA 1363 ins Ind ro3 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aaobme 03•Min.0 .C.1(2)2r5AnaIa C9pe f n.6k 780 Ins 7600s 0.w ros 1860lbs 1886 rot 840 ws aw Inn WA no lbs 748 Inn SM M3 1692 Ins 68211. 885 @8 1120 08 CAPACITY WHICH MAY BE USED TO QUALIFY B Anota505•Apa 04./(�2s8 Anpb 0aP5/0'g•8kI I Its 1880 rot 1380 Ins 3120roa 3Mft I vloom 111oins wA m2a0n 149808 1 17w rot 1 $784 Ins 1 1303 roe I 1770int 1 2240 rot I ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anehms Q 1.6•Mtn O.C.1(2)20Amle Caps I ft 7). 1660 R. 2100 Ms J440Ins 3780 int WA NIA 1320 V. WA 15M ft WA WA WA 200 ro5 26M Ws 3860 0s ANCHOR CAPACITY TABLE. OD=R1M8BD 4Anohma01.34'Mh.O.CLI"tp,Wo.12VAbm.(FT8.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 bs WNpSrIag Wilb111ePtadde SAmhmt@0.84•MN.O.C.tUap.Wo.12VAWm.�g.8k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2601 rot I„_,2.G. ._„i u6d18g Dodo � (�t+� 2Amhom 0 4.63'Nth O.CJ F4.0p 079.WO 890 as 360Int 450 U. SM W0. 1 1816 rn 270168 2601m 354 Ins 7401m 374 im ON IbS 846 ft 341 W 44205 560163 _ 4004pEntW NO i/J� 4Anctare 1.71•Mh.O.CJF .11k ftOroa 70008 905 ins Im The WA NIA 410114 WA 83aMs 1 WA I .WA I WA 1 682 lb. 885 tm 1120Ins .260' Ds<0 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. { ' TABLE NOTES: :fiami�e Product Contra"� FIOIItZE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE!):FIGURE 10: F 11: 7-j 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 115 t I I!111 j • • • • • • • • •• • • • •LOALIING.SEE SHEET@ 16.4 FOR GENERAL INSTALLATION METHODS. ♦ •2)jNE�111:41OEVION BETWEEN MULL LENGTHS AND/OR OPEHiINtG WIDTHS IS ALLOWABLE • • • •• • • • • • e • 8.000• • • • • • . .. • • ••3)MtiL UON•4Np MI&W&CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS = SbT: No.58705 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE& FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. - G ANGLE • • • • • • • •• • ♦ 4} TRATES: CREjE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FtLLEO A SATE F �U: • • RES • •�TE BL I'j1(CffJ)SHALL CONFORM TO ASTM C•�.WOOD SHALL BE PRESSURE-TREATED ";�,�.'•.• g P.•' • • • • • • • • • g}?1 • YEUIDW SOUTYERN P141E NyTH AN SG OF 0.55.ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.126' .� � COR1O,• �C9 •• 0.'r B(e • THIOK.STBEL STODS TO BBW MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO 11,5 ON A L 0 • • • • • • • • M1 • BE AR EEAST.146'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ' IS�1 1 1 `` >iA1RS• •••THREADS BEYM*rHE MATERIAL.#10 S#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. 2 MULL ONs A LYNN I.#58 0 P.E. FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A ® , Mullion Capacity Table 90 .S Opening Width(for ver8ca6y-spamtng nvAons)or Op9ntng Height qbr ho petHrg moons) Via! N 5� 50 In 60 In 70in BO90In 10tiin 120 to 140In 160 in C Re0mi8pdef TmWTdmg. R4Uecgi4ar TmWTdeig. Re4tetgider TW Mang Roda6VIV TmpTMV Rmtengift no"em ReWAVUlar 'TmWTdang Reoimoder TmWT&u4 ReotengtW TmWTdan9• Reaten•itar TmOrdeng. 1.28"x2.11" LoeENg =alma LOW- Loazgn9 Lwft Loaft Looft Loadtng Los" Loading Loaft t.oaeag Loemng LwAng Loaft Loaft Loaning LosOing Y Tube Mull no g 4-. 421n 1442 826 167.0 428 120.2 QB Ila$ 410 183.0 816 138.0 414 901 628 134.6 411 Sol 626 134.1 411 721 528 11341 411 60.1 528 1341 411 61.6 528 134.1 411 45.1 628 134.1 o 411 W 46 In 96.0 403 10&0 333 gab 403 04.7 3Z ORO 403 80.4 320 804 403 81.4 317 1 63.7 403 1 70.1 316 48.3 403 70.6 314 40.3 403 70.6 314 34.6 1 403 78.6 314 30.2 403 78.6 $14 J W W.626 In 823 362 01.0 301 8M 362 79.3 284 68.8 382 71.9 280 51.5 382 672 286 447 362 84.8 284 41.2 302 103.8 283 343 302 63.8 283 28.4 382 83.6 283 20.7 382 836 283 644, 87.8 318 74.1 267 596 $18 842 261 48.6 318 67.7 288 424 318 53.5 263 37.7 318 60.8 280 33.8 318 48.5 249 20.3 318 49.1 246 24.2 $18 49.1 248 121.2 318 49.1 248 W 801n 40.8 258 63.1 219 41.2 266 45.7 214 383 256 40.7 210 30.9 288 37.2 207 27.6 286 34.8 204 247 288 .334 203 208 258 32.2 201 17.7 288 322 2011 18.6 2B8 322 201 63 in 427 234 46.8 200 36.8 734 39.1 196 308 231 34.7 182 2117 234 31.8 188 217 234 28.4 188 21.4 234 28.0 184 17.8 234 26.8 183 18.3 234 26.8 183 13.4 234 28.6 183 W a. 68 In 372 213 39.4 103 31.0 213 337 178 206 213 298 176 212 213 27.0 173 208 213 26.1 170 1&e 213 217 169 15.6 213 22.2 167 13.3 213 220 188 11.8 213 22.0 166 Z 72N 28.8 179 30.1 165 23.8 178 2&8 182 20.4 178 2Z6 149 T/.8 179 203 147 888 178 1&7 146 70 In 243 181 284 140 ?0.3 181 21.8 137 124 181 1&0 13b 16.2 181 47.0 833 g Z TB In 1 22.8 182 23.6 133 18e 162 1 199 131 191 160 17.6 128 TE14 ~ ANCHOR CAPACITY ADJUSTMENT FORMULA: � Anchor CapacNv Table Obs ANCHOR CAP.,",,,,,, 1'•' X stfiatmis 2.7kContmte a.&cone. momcmu rmedclw PTWoed B+et91 (DP)X{ )=ANCHOR CAP.„, VY amV Eke 1l4.83 Ekt/bf16•Eko v4.8S t7co 910 S18Y Bt2Stee7 9128teal MULLION CAP.a,,,,,,, Arctror ly4e 3'16'Eko Ullreean tf4•�ro1101etOn 9ft6'EkOUtlmton 1/4"EkOUltmtt0 N AnehorCOp Patterns 1ltmnan Aggeeetor t6tlaton A�reortor scmw(cvj 6crea(061 9emt(Ci61 USE 7HL4 FORMULA TO OBTAIN THE E63adatercepnY r ate• r atf2' 3.18• 1• atfr t• 2-1w r 3•vr r 94Ir O.61• o,924• CAPACITY REQUIRED,CORRESPONDING TO AN m N N EmtieOneit t.i�4• t37m 1:14. 1.9f4' r 14W 1.14• I-VIP 1-14• 1.1174• - 1414• r t•3�8• t N8' vanes ACTUAL PRESSURE REQUIREMENT FOR THE > Arctom Qs'A0R 0.0.1 2t6Angm f(Fg.1Y 780108. 793 m3 66oros 1560 m4 1696mt 60216 080ID9 WA 78D W8. 749 ego 619 tE8298 662618. 8858.6 1430 ma OPENING,WHEN IT IS LOWER THAN THE MULLION Q } CAPACITY(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. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 11288,-� 1muVibuo the Florida SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODSIn on No FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE DCode � • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• larnl Tomb Product Coatral FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11(11 I 1 1111/ ANGLE CGP MUST BE USED IN PAIRS. _ .12W C SUBSTNCRE- BLO COIWR(M )%HAFL UONISDRIII TOIASTM 680.WOOD SHALL BE PRESSURE-TREATED GROUT-FILLEDCATION&HOLLOW AND `�� CONCRET�BLOCK UN r ; � ••'�iCENg YELLOW SOIJTHERN� E 11;4}1 F��LUAII�UM SHALL BE 6083.78 AND BE A MINIMUM OF.126' 1 Q'•'• F •''•'F THICK.STEELbTUDS Tip A ttlNl UGI GI OE33 AN d p46•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28'X 2.11•X.126•MULLION tR-. No.56705 LEAST.121'iHIOKOWDA36."ANCJOR9 TfjMEjtL HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. - =,O�•., ATE F (V. • • . . NAI. •• • • • • • • • • • •• • •• • 00 • • A.LYNN MILLER,P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • TABLE15A lie Mullion Capacity Table(Iba1tt Opening Width(for veado IV sparving mdUons)or Opening Height(for hothwealk4paMlg mtffim) so in so In 70 in 80 in 901n IOD(. 12001 1401. 1M in Reafe.plmr lmom n9• ReotangWOr I TWIN V. RmtsMder TMOVII&g. R-1-4 0.r TmonlaW Reamngder TrapMang Re4f qjw TmIYTdm19• lieotea9uiar TmpTdenSt. iteamt�g14er Trepfiteng. Reatenpdm Tmp?dan0. n 3.28"30 LoadM Loadnp Loaft Loft Loedbd Lwft Lowing Loaft Load.g Loading Losda9 Loaft Loaft L-ft L4adM Laad.9 t4aft L4adtq �k DEC.AL �${ 1- BAYMULL ,�� W Nil 111 111 1 >3 m 4213 170.01 170.0 438 170.0 744 170.0 478 170.0 We 170.0 608 170.0 892 170.0 619 170.0 1118 i7o.01 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170,0 1736 170.0 621 149.1 1740 170.0 621 : W 49 In 170.01 708 170.0 624 170.0 880 170.0 684 170.0 092 170.0 8M 170.0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 880 Intl 1622 170.0 8M 130.6 1622 17010 880 1142 1622 170.0 800 60A291n 17040 747 170.0 683 170.0 888 170.0 831 170.0 1048 170.0 884 170.0 1196 170.0 723 170.0 1346 170.0 747 1042 1443 170.0 768 138.9 1443 170.0 788 1tT.3 1443 170.0 768 1028 1443 170.0 768 11J O 04 In 170.0 707 170.0 812 170.0 968 170.0 891 170.0 1116 170.0 764 170.0 IM 170.0 803 180.4 1363 170.0 837 144.3 1363 170.0 888 120.3 130.1 170.0 861 103.1 1383 170.0 881 002 1963 110.0 861 m 8 80 in 170.0 BM 170.0 701 170.0 1083 170.0 797 167.0 1216 170.0 878 14&1 1218 170.0 944 128.9 1218 169.0 1138 116.9 1218 182.1 024 0710 1219 146.1 913 8310 1218 148.1 913 73.1 1216 146.1 913 Mm 170.0 030 170.0 746 170.0 1118 170.0 860 160.2 1100 188.6 933 131.4 1169 163,0 914 11&8 1180 141.9 898 106.1 1160 134.2 886 87.8 1160 126.7 871 76.1 1180 1282 870 66d 1160 1282 9M {�y 681n t70A 974 170.0 789 1624 1018 166.8 891 1318 1048 148.9 984 114.3 1040 193.1 MO 10t.8 1048 12&4 We 81.4 1018 116.8 830 76.2 1048 109.4 021 86.3 1048 1082 818 67.1 1040 10&2 We z (a y� min fall 880 147.9 786 IVA 880 12&0 748 Me 880 110.8 734 We MO 100.0 722 782 880 0-0 712 70.4 880 002 703 69.7 680 702 893 W.3 900 70.6 688 44.0 880 7810 888 � •3 76 to 11&7 790 126.1 8M 99.8 700 106.4 6M MA 790 93.3 663 74.8 790 8310 SM 86.6 780 78.9 843 69.9 7M 71.7 am 4910 700 M.1 824 4R8 790 621 818 37A 790 61.8 617 �1 � rI- 78In 110.8 7611 110.6 M7 92.3 780 09:1 dip 7&1 760 86.9 832 892 760 77.1 621 61.6 780 70.8 812 MA 760 06.7 6M 482 760 M.4 694 WA 760 662 ON 34.6 700 M.6 688 Min 72.1 803 7410 6M 00.1 683 62.6 481 61.6 No 64.8 463 4&1 683 48.8 476 40.1 = 44.4 4M 3&1 663 40.8 462 30.0 683 3&2 462 2810 693 33.3 448 22A 6M 31.8 442 Q 96 In 69.4 495 61.1 443 49.6 498 6110 436 42.4 496 44.8 427 37.1 490 3910 421 33.0 496 38.1 418 20.7 496 332 4M 24.6 4M 20.1 4M 21.2 496 2610 $94 18.6 498 28.0 NO � � 1Mm 41.7 991M353 991 38.8 366 2910 991 31.1 342 28.1 391 2710 337 232 391 24.8 331 20.9 391 12.8 328 17.4 391 10.7 321 14.9 391 17.9 316111 38.4 370 370 33.0 390 27A 370 2810 326 24.0 370 28.3 320 21.4 370 22.8 3S8 182 970 2048 312 18.0 370 1&1 9M30.4 311 317 26.0 284 217 317 22.8 2M 17.9OO1710 220 d 0 TABLE 15B Anchor Ca of Table ire ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR SUM*& 2.79 oanerde 3.800434. Haum CMu Fled CMU PTWand metal (DP)X( }=ANCHOR CAP.a, N18•FJco 114.88EW61WEIM IW8SEW 9108tel 0128W 0128tee1 MULLION CAP.,",,.,,, AnolarType: 3116•E?oo UlOaoon tro'Ebo NtrMan 3118'Etoo Ultrmon tl4•Eko U9reom AnchorCtlpPattema Uitreoon Ap0m08tor Uaraoon AgOmOator 84fa8638yeon37(t38) 8orewfa8l USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed9e0mlar"OX t• 2.1W P 2.1W 3.118• t• 2-1W t &tW r 3.118' r 0.48• 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment{mX taro• 1.314• 1414• 1414• r 1.114• 1404• 1-114• tea• 1-114• 1.114• r tale• 14V WIN ACTUAL PRESSURE REQUIREMENT FOR THE hor4®b'Mm.O.C./(2) 6An8m tT(ps/(Fig.tX 3M ms 1 3Mm3 450 m9 BM m9 1TMma 270 Ma 2MIW 364 ms 740 ate 374106 IN 848 and 341016 4421.011 SM ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhae®310'Ift O.C.fill 24 An&Mps I ft.2X 7M me 7M be 7M Ote We em 2626 640 rm 6M los WA mo lbs 7481bs 8M me t80216o 982 am mice 112o 0m CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anohae 0231•1093 O.C.IM2c6Arym C6pslft.3X 11Mms t1Mros 8980m 224sme 2264me WA 840004 WA tOM roe WA 1320 ms WA 1022 11* 1327 ft IBM ms MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ODU[Lp RIrV1SBD ANCHOR CAPACITY TABLE. mg�� FIGURE 1• TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEET$2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111111( 3)MULLION AND MULLION rAIPS SHOWly6AR•f9 N4 T%?,*LE:FOlMIMENSIONS,SEE SHEETS 21-23. •125 �� y LYNN • • • • HOLES TO BE DRILLED IN TRE FIELD FOb..OW1Y4DINIENSWNpL 2t�STICTION3 SHOWN ON SHEETS 21-23. ;` '��••' �( �i FIGURES SHOW SUGGESTED.- PPR07l rTB►HOIE L•CAMONS•• • �° ^ P�..•' y10EWgF•,F0. 4)SUBSTRATES:CONCRETE 8HALAMORNM ACI 901 SPECIACAf10NS.HOLLOW AND GROUT-FILLED 3260• N. 50705 x FIGURE 3 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL BE PRESSURE-TREATED >'c • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.126• -_-13 THICK.STEEL STUDS TO BE A MINIMUM GRADE$3 AND.045 THICK(1S GAUGEj STRUCTURAL STEEL TO BE AT S.BAt. I� off• //J,s LEAST.126'THICK AND %ALC HORS INTO METAL*[ALL EXTEND AT WAST 3 SCREW THREADS BEYOND MULLION O� ST TtEi �` THE MATERIAL.#10& 22 A ICHO S IINTO W80EPMAY:E STEEL,1•B•843.S..R:0 S.S. ;�s'•.F(OR10P.• \�~; Cl ` ANGLE CLIP(FIGURES 1.3)MUST BE USED W PAIRS. • • • •• • • •• • • '��S/0nL ,�J • • A.L'%NIMILLK P.E. ••• • ••• • ••• • FL P.E.O 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 184 Midaon Capaofty Table roe • � openingWldfh((orvaAca*spwringnxGDns)orOpsn(ngHe ht(for hodzorta*spamlrpmWons) 5014 BON 7014 80 In 9014 1MN 120[a 14014 16014 p. Reelenatlar TrwTdettO Red aader I TrWTdat19. Rectmgdw T*Mane• 3Nctetgdw Tmnda* Reotangttir I TWT"m Reotanwo Tm fts RecteOadar I Treg70laag. Realmpdar I Tta1d01 W ROolmlgft T1epR&M p y 3.28°45 Loft Loafing Lcadtg Loedtre Loadno Loafing Laad52 1.4aAtre Laadno Loadto Loafing LoaAn9 Load4tg L-410 Loadno Cawing Lone Loaft Y DEG.ALDAYMULL �g$• O 4214 170.0 1 020 170.0 435 1170.01 790 1170.0 478 1170.01 888 I 170.0 506 170.0 802 170.0 Oto 170.0 1118 170.01 521 170.0 1240 /70.0 621 170.0 1480 170.0 521 170.0 1736 170.0 1 521 180.3 1871 170.0 521 1 4814 170.01 708 170.0 524 170.01 850 1 170.0 584 170.01 092 1 170.0 WO 170.0 113$ 170.0 881 170.0 1275 170.0 877 IVA 14t7 X170.0 880 183.7 1837 170.0 880 11403 1837 1704 I 880 122.8 1837 170.0 880 90.8291n 170.01 747 1 170.0 SW 170.01 BBB 1010 WI 170.01 1048 170.0 524 1170.01 1195 11710 1 723 170.01 1345 1170.0 747 170.01 1404 1170.01 768 147.1 1552 170.01 758 1126.1 1552 170.0 1 758 1110.4 1552 170.0 752 1 8114 170.0 787 1170.0 812 170.01 858 I 1704 881 170.0 1118 170.0 764 170.0 1278 1704 SM 170.0 1434 170.0 527 165.2 14M 170.0 650 120.3 1455 170.0 881 110.8 1455 1704 881 07.0 1452 170.0 881 m � O BON 170.0 805 170.0 701 170.0 1052 170.0 707 170.0 1240 170.0 818 167.1 1909 170.0 044 139.7 1308 170.0 988 1�.7 1309 18&6 085 104.8 1390 167.1 982 89.8 1308 107.1 882 78.8 1390 187.1 082 WN 170.0 MO 170.0 745 170.0 1118 170.0 850 162.9 1247 1704 040 142.5 1247 184.5 952 128.7 1247 1529 985 114.0 1247 144.3 952 05.0 1247 138.2 838 81.4 1247 13&7 935 VA 1247 135.7 e3S ? w � M g 8814 170.0 874 170.0 788 170.0 1189 170.0 oM 140.4 1190 IW-7 085 120.9 1100 1474 845 t18.4 1190 1389 928 103.9 1100 129.4 814 SB.6 1190 119.5 848 742 HM 118.1 890 84.9 1190 CL 118.1 903 Z N °° Hr 7214 161.8 1010 189.6 877 134.7 1010 VA.6 8S8 1154 1010 1272 842 101.0 1010 114.7 828 89.8 1010 105.8 817 60.8 1010 OU 807 87.3 1010 90.8 786 87.7 1010 87.8 790 909 1010 87.7 780 ? j 7814 131.4 006 143.6 790 114.5 We 122.0 775 08.1 908 107.1 781 859 We 082 749 78.3 008 52.2 738 $.7 900 82.3 720 57.3 990 74.7 710 48.1 908 71.2 710 42.0 am 70.8 752 Z' d 7814 127.1 881 132.8 764 105.0 881 13Y.9379 8 90.8 881 88.8 726 79.4 881 889 713 709 881 814 790 529 Wi 76.4 884 63.0 881 52.1 881 454 861 849 875 39.7 521 83.7 872 � O 8014 82.7 848 52.4 574 80.8 848 84 80,1 848 829 8S4 81.7 818 52.1 86 48.0 848 50.8 527 41.4 11/8 47.0 630 34.8 848 0.6 518 209 848 382 511 289 60 38.5 507 (D XYt ti 0814 522 bW 70.1 608 68.8 888 8 48.7 688 61.4 491 42.8 652 %483 888 41.4 478 34.1 588 3&1 470 28.4 528 33.4 458 24.3 852 30,0 452 21.3 688 2&7 447 (j) I 0 10814 471 449 484 405 399 440 8 342 449 36.7 3M 20.9 449 909 2&8 382 23.8 4482&1 377 20.0 448 7L.7 352 17.1 418 20.4 981 184 449 1&0 35844.1 420 48.0 352 38.8 428 31.6 426 32.8 373 27.8 428 428 28.2 982 22.1 426 244 358 184 426 20.7 950 16.8 426 i&8 943 w12014 34.0 384 359 331 29.1 384 8 249 381 �.8 Mi 21.8 384 384 209 313 179 384 1&7 308 V IC) c( •'S 14414 20.2 283 20.4 233 18.8 252 0 a � � rr4///�0 � LU TABLE 188 ANCHOR CAPACITY ADJUSTMENT FORMULA: It g SuWUate: 2.7kOmfde �0orCapacRy&5rCm.I Table68 1Mawt:ttu Faodp4U PTWaod A1etd (DP..) }=ANCHOR CAP.- ANCHOR CAP. ULLION MchwTrpe: 6118•Eko ulm w 190•Eko tAOaom 5/ie,Eft 3/18•moo ufmoon 141•Eko ,,, 1/4.88 Ebo 6118•ENo 114.88 moo 0108W 6t2 BNd #128W M AnohorClpPaReme 11Weoon AmeGator Mpma Aggra05lor 8ofe (0)Screw(66) eerew(OS)5 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge MW-(Nt r I 2-11r r 2-Ire 3.1/8• f• 2-1w r 1 24w r 34W r OA• 0.54• 0.324• CAPACITY REQUIREWCORRESPONDING TO AN Embd9nenl got ta4• t-3w• t-v4• 1.314• r 1.M 1-tw• I.Vc 1.114• 1414• 1-fir r tae' tae• woes ACTUAL PRESSURE REQUIREMENT FOR THE 2AnchM 5•MN O.C.1(2)ffiBAttWeC8p3/(Fq.tt 390tH 390ib3 450 msI 690ms 1700 ma 21Cra 280103 354 ms 740 M. 314 1b. mm. 048 ma 341148 442152 On* OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhm@3.s•Sgn O.C.1(z)mtsAnWe CV&I(FV.z): W2 1 780 53 790 ma I 18705m 25259w 540 me 590ms wA t12o1m 748 me Mo1bS 18e21es ee29w essm 112o ma CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchwa Q 2.71-Wm O.C.1(2)WAngle c9pe/ft.3) MOMS1126W 958ms 1 2248 ft 2254 ms WA 8401M 2201 1059 me WA t320 ma N/A 1022 m3 1327 ma IBM ma MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PROijutA Lm FIGURE 1: ANCHOR CAPACITY TABLE. conlplyl"with the R ma BORW08C04b/F ..� TABLE NOTES: t�Dto � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. lG4itFb SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A�11ui�lty P40du44 Cw1V o1�� FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. t 1 C 1 f 1fit/,/ •• ••• • • • • • •• 3)MULLION AND MULLION CIPS SHOWNStRIPNOIr TOSCALEAFOIODWT DIMENSIONS,SEE SHEETS 21-23. ........M/((� • • • • HOLES TO BE DRILLED IN THEJFIELD FQ O IMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125` 45' FIGURES SHOW SUGGESTED, PROwe T�LQCAitOINS!• •• Q• �¢r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 101 SACACAA&S.HOLLOW AND GROUT-FILLED 12W - A N0.68705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.85.ALUMINUM SHALL BE 43083-T5 AND BE A MINIMUM OF.125' O Z 1{ :; THICK.STEEL STUDS TO A 10190 GRADS 33 AAfjD�_.045•THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT 48 BAY STAT (t/. LEAST.12b'THICK AND�p AI LM CHORS 1�1LyIE S1 IALL GXTLyp A�L QST 3 SCREW THREADS BEYOND MULLION %QXN ` • THE MATERIAL.#10 8#iR ANCHO INTO OD Y STEEL, t 5 S. R 710 S.S. F . \ CORIO, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, •• •• • •• • • • • • ''�S,S' NAl- 0 L E��` �. •• • • • 'A.LY1�)MILLER,P.E. ••• • ••• • ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --•I tA00' t-- --1 1.000" f+-- -�•� 1.000' 1.000' f-- .125 2.750' •12b' 2.760° ,12W 3.128• .125 3.188" I by E+ .125 .125' .126" 2.000' 2.000' 2.116' N .266° I .12b' N Nm W L r-.126' L 37b' 376' �•SE' MD L 800' j I 1'X2'X.126'MULLION 1'X2'X.37S MULLION 1°X 2.76'X.375*MULLION 1'X 2.76'X.850'MULLION 1'X3.125X.SMULLION 128'X 3.185 X.265'MULUON 128X 2.1 VXAW MULLION 8083•TBALUM. 8063-TOALUR 6083.78 ALUM. 6083.78 ALUM. 6063.78 ALUM. 6063.78 ALUM. 8083.78 ALUM. Q N XSECTION XSECTION X-SECTION X-SECTION X-SECTION XSECTION X-SECTION CO Z CO IT, TABLE A Z LU STANDARD 2X5 ANGLE CUP Dimension ValueQn) For Mullion: g 8003-TB ALUM. 6063.78 ALUM. ] O 2.0X-SECTION I 2.126' U-CLIP 2.0100" XSECTION A 1.625 J 0.11h55 Z 126' eX$SEC6 ALUM.ON 126' B 2.854 1"X2'X.12b' Aluminum o C 0.895 Tube Mullion Z� D 0.740 N q o a .12b'�l �I.740'4- 8 2.404 1'X2"X.375 Co O Y Y Aluminum G7 N S.b00" CUTHERETo 376' 6.005 C 0.836 TubeMuAbn (~j O Q ?.+ In M16' 3.125' -l CRFAATT F-CL ET EE MM 375'AA W. I D 0.490 a O O trIN. A 1.875PCENTEROF r-------� --------------------- B 3.000 1'X2.76"XI1 AAU-CLIP A F-------1 L-------J 6083-T6 ALUM. `- --------'� 2X6 ANGLE CLIP C 0.767 .376 Aluminum TOPVIEW 8003.76 ALUM. D 1.118 Tube Mullion TOPVIEW `- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6963-TB ALUM. DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE A 1.312 OLE MUST LIE TOPVIEW CENTEROFANCHOR ANCHORO.C.DISTANCE.MAXIMUM ANCHOR 1°X2.76'X OUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+V10'. B 3.000 .860' SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Aluminum DIAMETER ANCHOR DIAMETER+1110'. SHEETS 5.17 FOR THE D 0.836 T MUItlOn ANCHOR O.C. TABLE B RODUCf RBVISBD DISTANCE.MAXIMUM POT Part# A 2•0D0 a"towuB with the plodda ANCHOR HOLE 1"X3.125 X Mull Dimension(aheeta B 2.837 u0di08QMo 6.500' •375 DIAMETER ANCHOR Mullion Std.Clip 0888tCllp U•Cllp Angle Clip •� �� No .376' MIN. DIAMETER+1118' C 0.863 TubeML91 ata MIN. 1'X2"X.12W(6) 88805 688113M 6681118M 6BU43M 666511M D 1.137 ------------I____________i 1'X 2"X.375"(6) 888006 866114M 8881118M 888244M 888512M A 2.82b lam{ de Product Co mrol I I I 1"X2.76"X.375(7) 68807 66811bM ON1120M MR45M 686513M B 3.282 1.26'X3 X.265 Alum I I ••• ;" •7 6B8116M I 6661121M 868246M M514M C 0.862 Tube Mull `��N(LYNN --- -- D i B •• • ° ( • $ftM 88811116M 6881114M 666242M 688515M D 1.762 ��•'�`DENSE'.�FQ ••• 3• 3 " A 1.813 1.2V.12 XAlum ------ 1101 8681117M 8881113M 886241M 888518M .121'Aium �a-� '•K 1 c. No.58705 -------J � 1.28'X2.11'X.125(78) 89370 WA WA WA 888517M Tube Mull _ C OFFSET CLIP NOTES •126° 8063.78 ALUM. • 000 • ••• • • ST TE OF 4!: TOPVIEW 1)HOLES B@ DRR••ED IN THP FIAD FOLLOWING DIMSNSONA6 RESTRICTIONS GIVEN ON THIS SHEET. Q '• ` i • • tOk�tul • • • � � •'•fiLOR10P.•'�\ .740' 2)SEE SHEET:6.24%R&GCWITED,A� 1;UI.EjOC:TIONS&ANCHOR O.C.DISTANCE. , 5'S1101 IQL�� ••• • ••• • •• • A.LYNN MH10_ P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL RES 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000• -1 1.0o6• f- 1.662•-1 .oar •386" � .082' I }�{�.12b• 662• (II� 4.000" 4.000" 4.0004• I I .126'STANDARD CLIP 1 l �Y� t'5- 2.625' 2.000" 6063-Y6 ALUM. I 2.126• 2.000• 2X6 ANGLE CLIP � .125' 1 XSECTION 1 gp63-TB ALM. 6063.76 ALUM. .125" .125• .126" XSECTION XSECTION ,126• N m .031", .125' a0 L7 125 1 CENTER OF ANCHOR HOLE MUST UE WITHIN THE � ly 376' •168• �6. DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE _ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR g m m 07 HOLE DIAMETER ANCHOR DIAMETER+1/16•. 1"X 4'X.125" 1'X 4'X.376' 1"X 4'X.376° 5.600' OWD N MULLION MULLION T•NIULLX)N 5.000• Z 8083.78 ALUM. 6083-T6 ALUM. 6063•TBALUM. 3.125` CREHERETO .376' MIN. Q N X•SECTION X•SECTION XSECTtON .MIN. -'�._C�AILF,SHTE IP,SEE MIN. MIN. �7AR F,SHEET4 q � 1.280' 1 .376' Z It. 'L r-------� r-------7 CENTER OF r--------- -----------1 .376' _ 1250' 1.280" i 1 I i i I MUSTLIEANCHOR HOLEWITHIN MIN. Z I i I I THE DASHEDBOUN1 I Y.SEE J 2.876' i _- t 1 i _.�_ i F I SHEETSSR•20 FOR E _ THE ANCHOR O.C. i --------DISTANC � 3.04' i i I i i F I MAXIMME O � 3.250' 3.256' I 1 I I I ANCHOR HOLE t I I I I 1 I 1 I DIAMETER , .166" .160" .160' 1 DIAMETER L_ R+1/15". IA __ ____ J U g 0 �L(Q� Q 2X6ANOLECLIP .100" e �O �-° STANDARD 8083-T 6053-TEAL M. 8063.76 ALUM. OP84EWM. -�1.820'I+� -moi .820"F+-- -r{,820• F- Zr,:,z ANCHOR HOLE MUST LIE TOPMEW TOPVIEW DASHED BOUNDARY.SEE 126'X 326'X.100" 1.26•X 3.25"X.824' 1.25"X 394"X.624" SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value on) For Mullion: Dimension Value(in)For Mullion: 6005.76 ALUM. 6005-76 ALUM 8065-76 ALUM. DIAMETER:ANCHOR DIAMETER+1/15". F 1087 1 F 1. 1.26'X3. X•SECTION XSECTION X-SECTION 0 1.000 .125" O 0.600 X.824• H 2AW Aiumh n H 1.438 Aluminum ��-------------------3.469' 6.500' ----moi 1 3.000 Abo Mullion 1 3.260 Tobe Mullion .125" .37WMIN. 11 .375" F 3.187 1'X4'X F 2.625 1.25'X3.94' 1.377 •1 1.877° 1 MIN. G 0.767 .376' O 1.126 X.824" UCTREVISEP H 2.430 Alu mml H 1.600 Alwnlnum aoaplyingwi6t6te Tori4a I I I 3.000 Tube B•T• 1 3.250 Tube Mullion u061o6t o& /j �/I/j I I I t F 2260 125"X3.26• F 2.813 30°Be Mu6 ✓ie ,126. i i i i G 0.760 X.100' F 2.878 46°Ba Mug .125' 45° 2.250' 1 1 1 I i I H 1.600 Aiuninum 30° i 1 I 3280 Tube Mullion a Pc uct anuot 3260'46°BAY MULLION 1 3260• •al ••• • 1• I 1I i TABLED 30"BAY MULLION I 6083-TB ALM. I • � !_.�.�• ' 4k._ _:�� Mull Dimension POT Parts ��D�V 4 NM M7 ��i��i 8063-TB ALUM. I XSECTION • • •• X-SECTION I I (eheeta0 Mullion SM.Clip Offset Clip U-Clip Angle Clip ��Q�'�.,• VCENSF'•.F� • • • • • OFFSET CLIP 1'X4•X.128'(10) SMW 668111M SM1122M 66M1M 666518M , •. -T I I •• ••• .1� • Ah�R1•Te ALUM. 1•X4'X.378•(11) 88810 886112M 8881123M 688242M 68861M = 'i: Na.58705 .226• �-,981'-� '2W'-1--.98r-4 TOPVIEW rx4•x.3 r*r(11) 83865 Swim 886i123M S88242M SM19M __ '✓`t NOTES: •740' 1.28'X328'X.100'(13) 20160 3381127M 6661124M S682410M 8868116M '0 'S1 �v( ` • ••• • • 1.25"X325"X.824'(14) 20181 OM128M SMI126M 6882411M 6US116M •• SATE 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTPJ0710NS GIVEfJO�J•THIftEEr. • • • O ' • • • • • 1.25"X394"X.824'(18) 20162 6381117M W%12M OM41M S86617M •,FCORLD .•'�,��.� 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. •• • • •• • •• 90 Degwe j18) $8649 WA WA WA 8886110M :j S .......... • •• • • 45Degree(20) 88880 WA WA WA MliIM ��`/ONAk, ` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••• • ••• i• •• •• A.LY�WM IRYi'P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE£ Mull Dimension PGT Part# (sheet#) Mullion Std.Clip U-Clip Angle Clip 126' x.125 q' T-- --I 1.126' 2"X4"X.25(16) 68602 086281M SM71M 66MI12M I Q o 2"X 6"X.26"(17) 88804 SM62M 688272M 6665113M ! STANDARD CLIP I UCUP 2X6 ANGLE CLIP p 2.000' II 8063-TS AWM' 2.126' Ui 6 XSETO ALUM. 6063-TO ALUM. b� NOTES: 2.000" TION I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125 •126' .126' cM8 m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L N LLt 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE T O HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 3.600' CREATE F-CLW, w N 1 CUT HERETO 6.000" _376' W U O —2.000" .376' e I sEE DETAIL F, .376' r� MIN. m Z ~ MIN. r-SHEET4 MIN. 375 O N --- g CO I t I i i A 4.000' 1 Z .260 -I-- --- --I— 3.435 + 3.436• r 1_------_I 2'X 4.ON I I _ p MULLION I I 3.438" 6063-T8 ALUM. I I X-SECTION i i I i i .375 co Z � �- ------ -------� -- -- L-------- ----------J MIN. O — ------ Y Y L- STANDARD CLIP U Q 'S U-CLIP,808&TB ALUM 2XSANOLECLIP 250" CENTER OF ANCHOR HOLE MUST LIE 6063-TOALUM. CENTER OF ANCHOR HOLE MUST UE 6063.78 ALUM. a O O ED FOR 2'X 4'MULLION.SHEET 16 d WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY,SEE TOPVIEW SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS 6.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE -•� DIAMETER:ANCHOR DIAMETER 11181. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1118'. SHEET$b-20 FOR THE ANCHOR O.C. 6,�' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER 111V. 6000, X2.000'--j .375 -3.b00' -moi CREATEF-CLIP, .376' . MIN. rY I_SEE DETAIL F, MIN. @ 375 SHBET4 _L MIN. .376' I I 1 Wit am FIQTId& I I Dam I I I I I � � Product ontrot �.92W 6.000' £ -i- —r-- --j- 4.6W ¢ t 6.438" �e + -------I 1 I I I 1 i j1t11Itll/ j • ••• • • 5'4 • •• 6.438 I I �� LYNN /// I 1 • I •• • • • I I I I:•' LENS `F a•x6'x.as' I I � •� �� F•'••.'A MULLION j lI •• • • •• • I I `T•:' 60XSECTION i I • ••i •0 •• ••• i 1 _ ?�{ No.58705 •'�r 376' = r - `-------- ------ --------' -- --'-------.._-----------� MIN. V • tel!• • ••• • • %~�•'• ATE 0 r 4N 1 •�y�CL • • • • • • • • %�� '•F<ORVOP•• �y�� 81 ANDA TP -T6 AL 2X6 ANGLE ALU P 8078.'10-PB • •• • •• •• • ••US£I;F01;26'6X638TMULLION.SHEET 17 6 T06OOPMEWM , ss��," ••• • ••• • ••• • TOPVIEW A.LYNN MIL'L'ER,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 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.80.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'-W.REFERENCING SHEET 25,THE COLUMN USING --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-U4•AND WILL MEET OR EXCEED THE REQUIRED gig DESIGN PRESSURE OF+80.01-00.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. #�' c ~-SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.78'X.378'MULLION(LENGTH=72',OPENING WIDTH=70•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-8&3 PSF AND WOULD Q ffi4 FENESTRATION DEran.s, NOT BE SUITABLE FOR THIS APPLICATION. S PRODUCT'S SHEETS � APPROVAL 2a FROM TABLE 4A,SHEET 8,THE 1•X 2.75'X.850'MULLION(LENGTH-7Y,OPENING WIDTH-707 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE G' 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. MUL ION DO LENGTH - 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X8 4 4 ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF SBS LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N � Sm 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0 (!-y APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2"3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. g aL � IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/.eoA PSF.TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 63S LBS.ALTERNATIVELY, m O Q NO ANCHORS IN WINDOW SIL. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED To CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Im c� ��""'""•0 H (80 PSF)X t 638 Lam)=524.8 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) d MMMM------ OPENING WIDTH 72.7 PSF Z m 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 DESIGN PRESSURE OF+50.0%55.0 PSF. Lz- ttf4 r d• FOR THE VERTICAL MULLION: o 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE NIULUON LENGTH IS 32'+7Y+1'°105'AND THE OPENING WIDTH IS 38'+38'+1•-77.REFERENCING SHEET 28, 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 N or EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-BS.Q PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EL UJ MULL WIDTHFROM TABLE 3A,SHEET 7,THE 1•X 2.76"X.376'MULLION(LENGTH=108',OPENING WIDTH-807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF a N N 'I I� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 18,THE 2'X 4'X.280•MULLION(LENGTH=108•,OPENING WIDTH=80)HAS A DESIGN PRESSURE OF M-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS a SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS _ SEE DETAILS. 'a 3 FENESTRATION SHEERS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+38'+2'=74',NOT 73'AS PREVIOUSLY "� "� PRODUCTS 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABFE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(38-112•+36.112•+2'=737. I - ' 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALi i CONCRETE HEADER AND SILL ARE 8•WIDE.IF THE MULLION CUP WIRE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MuuCA ` - USING THE STANDARD CLIP WITH(8)3118'ULTRACON ANGRORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER,AND ION LENGTH -SEE.s, oETSaLE, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. OPENING SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BEA 2•X 4•X 280•MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS,ALTERNATIVELY,ANOTHER MHLLORIIZ. n• MULLION TYPE COULD BE CHOSEN. RODUCTRBVTSw complytl18 xII1T tte FIDttQa LION 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32`+72�+2•-10S'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE dl� USED.FROM TABLE 12A,SHEET 18,THE 2X 4•X.260'MULLION(@ LENGTH-42',OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF 0--170.0 PSF WHICH EXCEEDS THE 0 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS T SEE ETAd.S, 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 8' {tuAl ade PTI uC1 Cantroi� HEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8';CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH 23 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'ONES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED I I I I!11 -- Fill -- ANCHOR CAPACITY LBS+• • • • • • •• �.� N•(4YNN • • • • w • • • • �` O •• ' �! �� L"OPENNG HORtz. �, 38',HOR2.JI 4)FOR THE U-CLIP I� E HORII��aI•.�� LI TI&L MULLION.USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHORENuu MULLGTH CAPACITY IS 1074 LBSP/dEN USfI�O 3NOf ViICIS�REAIE AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 L83.THEiE �E WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 4145 EI•W W. •• • • • r• _ NO.56705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: '- +/.84.7 PSF FROM THE VERTICAL MULLON; ;-O °'�• ��i i S •it , N-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU; , {�'• v'T'AT£OF 46- 0-170.0 PSF FROM THE i8'HOar WWAL MULWON AWr6QMNG TO Td£VERTIWAL MULLION(INTERSECTION} 0 THE LOWEST DESIGNPRESSURBNS 0.64.7 IIISF AND WOULD APPW T%&IPF'aiE MULLIONS %,�(.'� pt0R '. \ ` VERIFY THE DESIGN PR&J�yURE SF THLEFENE ITRATiOR PRODUCTSUSEAMIN THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION "',&/0NAl-��G`` PRODUCTS,WILL APPkjT THEi)OERALL�BLY.S�AOAL DES PREl3SU1�REQUIRES THAT THE BOTH THE MULLION ANO THE FENESTRATION PRODUCT BE INSTALLED 1N A.L4AW MILLEk,P.E. ACCORDANCE WITH YYFHi II STA TION SP ATIpO�AS INTO R ItTIVE%UBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 • • • • • • • • • • r EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING. -- PW i PW PW ---- 1 N N SHIDH SHtDH 8HfiH SH/DH PW PW 0 Nm 4 4 4 4 1 I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / / 00 - N I 2 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED r 1 fir' DOOR j LOADING OF VERTICAL MULLION j WLl Z PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Pw 1 1 I pW N O Or / / I Mll.H Z I PW N N SHIDH SH/DH V Q O O 4 Q SH/DH4 ��4j 0. I � � LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 1 _ pW PW HR 1 I 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION I P HINGED1 NOTES: DOOR PW PW 1 RODUCTRRYiSBD -- I complyln@o>ifhilreFlodda t)DRAWINGS ARE ding CDdO RERESENTATIONS OF TYPICAL ceNO +-` �Il I PW CONFIGURATIONS PW CONFIGURATIONS NOT SHOWN t 1 / / MAY BE EXTRAPOLATED FROM Qppgp� O •�• • NI • • • THOSE SHOWN. / / • •I•• • • • 2)IF THE LOADING TYPE CANNOT �� BE DETERMINED,USE �` �o.• <<F �i • • I • •h PW RECTANGULAR LOADING. `: ,.•'V1GbNSE'•., Q 3)SEE PRODUCTS'APPROVAL FOR = ��: 1,1,.6870S 1 /Y ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I JJll q! PANEL OF HNOED DOOR LS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZ(VITAL"1JON3y y• % .v` LIQ` • • • •i • • ••• SGD ;n ATG F . • •• •I • • t • • •s`S/ pts!\1 �� 000 • • • • L IItG OF•�ERTICAL LOADINOOF HORIZONTAL A LYNN 4ILLL N..P.E. MULLION MULLION FL REA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • •