The URL can be used to link to this page

WS-16-2322 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-265689 Permit Number: WS-8-16-2322 Inspection Date: November 30, 2016 Permit Type: Windows(Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: DUMAS,VERONICA Work Classification: Window/Door Replacement Job Address:9650 N BAYSHORE Drive Miami Shores, FL 33138- Phone Number Parcel Number 1132060143750 Project: <NONE> Contractor: HILLSTORM CONSTRUCTION CO Phone: (954)520-0782 Building Department Comments REMOVE(6) EXISTING WINDOW OPENINGS AND Infractio Passed Comments REPLACE WITH(6) NEW IMPACT WINDOWS INSPECTOR COMMENTS False 08-18-2016 No records of permit within the last 12 month. Based on the information provided by property appraiser this project does not constitutes a substantial improvement. Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 November 29,2016 Page 1 of 1 Miami Shores Village dE � 8t19 3� 10050 N.E.2nd Avenue N M Miami Shores,FL 33138-0000 2 Perm 5ta�4 WIR h Phone: (305)795-2204 e 81 Expiration: 02114/2017 LN '18/2816 Project Address Parcel Number Applicant 9650 N BAYSHORE Drive 1132060143750 Miami Shores, FL 33138- Block: Lot: VERONICA DUMAS Owner Information Address Phone Cell VERONICA DUMAS 9650 N BAYSHORE Drive MIAMI SHORES FL 33138-3515 9650 N BAYSHORE Drive MIAMI SHORES FL 33138-3515 Contractor(s) Phone Cell Phone $ 14,950.00 HILLSTORM CONSTRUCTION CO (954)520-0782 Valuation: Total Sq Feet: 0 Type of Work:REMOVE(6)EXISTING WINDOW OPENINGS Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-8-16-61028 DBPR Fee $2.40 08/18/2016 Credit Card $200.80 $0.00 DCA Fee $2.40 Education Surcharge $3.00 Permit Fee $160.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $200.80 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the ab e- amed contractor to do the work stated. Z 7- August 18, 2016 Author�ature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 18,2016 1 Miami Shores Village � � Building Department A G 1.8 2m 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 "� }( FBC 2014 � BUILDING Master Permit No.WS(C- 2322 PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP -- CONTRACTOR DRAWINGS JOB ADDRESS: 9AY.�Roa lE �Q, City: Miami Shores County: Miami Dade Zia: 33 13 v -3 Folio/Parcel#: 11- A OG- d i i-} -37 50 Is the Building Historically Designated:Yes NO x` OccupancyType: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): V&%rj a c q 0,1&%A.� Phone#: 3C)5 -333 Z 7oZ Address:: U50 N SAYStj ©2C Qz City: K Am, SKdaE 5 State: F L Zip: 33138 Tenant/Lessee Name: Phone#: Email: j i CONTRACTOR:Company Name: H��l S rV 6 M C^V S VAA C T)6A1 (a Phone#: 9s�'5,.® ?,g Z Address: 210 1 4 M Aj>e r A C1 2 , City: G o C a Q A Tz ay State: FL Zip: 3 3 g 3 3 Qualifier Name: 1^^A n 14 ,f 1 /S jy ov Phone#: !5�'J 2-0 —O 7872 State Certification or Registration M. GCC 15 V?6 1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: � Value of Work for this Permit:$ f 4.c,15® Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolltion Description of Work: R Egvlo N is (6) E x i S n"G W i n o crn.► o p Ent A^lo , RE o 10.r e w ,nj L`) cr W+Ar Dom S Specify color of color thru-tile: Submittal Fee$ /0 Permit Fee$ t(0� ' CCF$ • 00 CO/CC$ Scanning Fee$ 2 . 00 Radon Fee$ -� DBPR$ ® Notary$ Technology Fee$ I Training/Education Fee$ Double Fee$ C�) Structural Reviews$ Bond$_C� �-), TOTAL FEE NOW DUE$ 2� • a) (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as Indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sig nat Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this LO day of Si ,20 by 16 1 day of !1 20 by Qtrort;(,o, 'bk,rno,S ,who i =ersonallyto �a' �t\1�J'lo-1 who i person�knowno me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC; NOTARY PUBLIC: Sign: ` Sign. Print: h4 L lA Print: A �� e 11Je 1pgY PU6 �OtF'R..pul" MICHAEL D.BLADE Seal: �o:..,,,�.� MICHAEL D.BLADE Seal: * * MY COMMISSION#FF 097937 #, MY COMMISSION#FF 097937 * EXPIRES:March 3,2018 EXPIRES:Mich s,2018 tP'a, R`Op Bonded Thru Bu*Notery Services m�°reOF�o� BondedThruBv*NoteryServices FOF FLO ###################i######## #### ######t#3tR,k####,P#######N#tk##,M######,R#############ik###############e►########MSM APPROVED BY ` "( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t 7 P 'ILL _ R , q A;. -CONSTRUCTON CGC1520762 CONTRACT at :07/12/2016 Project name&location: Proposal submitted to: $9650 N. Bayshore Dr. Veronica and Yiannis Dumas Miami Shores We hereby submit specifications and estimates for: dear Anodized PGT Aluminum Windows with Gr_ ay Impact Glass Stainless Steel Option 9 3/8"x 761/2" Fixed/Fixed/Fixed - 3 1 76 �2. 74"x 52J58"Casement XX Double D74"x 38 3/8"Casement XX Double Total. $14,700.00 Lrms: Due at Time of Order JU80.00 40%Due at Time of Delivery $5,980.00 20%Due at Completion $2,990.00 Permit Administration Fee: �_ Totalo $250.00 Does not include:Permit Cost,Alarm,Stucco,iBuckin ,drywall,painting,Window Sills $14,950.00 Pricing is effective for 30 days from the proposal date. Once an order for materials has been placed,it cannot be cancelled. Any alteration or deviation from above specifications involving extra Proposed by: Matt Hillstrom costs will be executed only upon written order and will become an extra charge over and above the original estimate. ACCEPTANCE OF PROPOSAL Accepted b Date: C, 21094 Madria Cir Boca Raton,FL 33433 954-520-0782 * hillstromco@yahoo.com e Miami Shores Village `hey` Building Department R� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 CONTRACTORS' REGISTRATION Fax: (305) 756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT d''!� C. ✓ COPY OF LIABILITY INSURANCE* � d 13 M4 cc D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: BUSINESS ADDRESS: 64 gadri'& L CITY STATE-&--ZIP33493 BUSINESS PHONE: 5 b 019A FAX NUMBER(_--j CELL PHONE —® QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: L J a�0 7 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 HILLSTROM, MATTHEW GLEN HILLSTROM CONSTRUCTION CO 21094 MADRIA CI BOCA RATON FL 33433 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and �� STATE OF FLORIDA Professional Regulation. Our professionals and businesses range �r z from architects to yacht brokers,from boxers to barbeque - DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGC1520762 ISSUED: 08/04/2016 to serve you better. For information about our services,please log onto www.myfloridaticense.com. There you can find more CERTIFIED GENERAL CONTRACTOR information about our divisions and the regulations that impact HILLSTROM,MATTHEW GLEN.: you,subscribe to department newsletters and leam more about HILLSTROM CONSTRUCTION CO the Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can IS CERTIFIED under the provisions of Ch.489 FS. serve your customers. Thank you for doing business in Florida, and congratulations on your new license! W fte:AUG 31,2018 L180804=1341 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION, CONSTRUCTION INDUSTRY LICENSING BOARD CGC1520762 ! ►fit , '�. The GENERAL CONTRACTOR '. Named below IS CERTIFIED Under the provisions of Chapter 489.FS. Expiration date: AUG 31,2018 0 HILLSTROM, MATTHEW GLEN 0. HILLSTROM CONSTRUCTION'CO 21094 MADRIA CIR BOCA RATON Fl_33433 ® . 1 ISSUED: 08/04/2016 DISPLAYAS REQUIRED BY LAW SEQ# L1608040001341 o A N N E M. C A N N O N P.O.Box 3353,West Palm Beach,FL 33402-3353 °*LOCATED AT" CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel:(561)355-2264 21094 MADRIA CIR Serving Paine Beach Couch/ Serving you. BOCA RATON, FL 33433 iiYPE OF BUSINESS OWNER CERTIFICATION# RECEIPT wDATE PAID AMT PAID BILL# GENERAL CONTRACTOR I HILLSTROM MATTHEW I CGC1520762 B15.874343-09!04!15 $27.50 B4016904 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY B3-716 2015/2016 LOCAL BUSINESS TAX RECEIPT HILLSTROM CONSTRUCTION CO LBTR Number: 201254021 HILLS-MOM CONSTRUCTION CO EXPIRES: SEPTEMBER 30, 2016 21094 MADRIA CIR BOCA RATON, FL 33433 This receipt grants the privilege of engaging in or managing any business profession or occupation Within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. e� CERTIFICATE OF LIABILITY INSURANCE axils ,e TMiS R ATE tS ISSUED AS a tIAATTER OF iNFORMAWON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE"OLDER.THIS CF1"EFIC;ATE:£H}#IS:(�tOT aF`FIRMATCVELY OR NEQATtUEf.Y AftlittD, ECtSM1ID CHi 1LTER THS COVERAGE AFFORDED BY THE POUCtE9 BEW .. THIS CERTMATE OF INSURANCE DOES NOT CONSTMM A CONTRACT''WMVEEN THE ISSUING INSURER(S). AUTHORIZED RF itESF NTATtVE OR PRODUCER,AND THE CERTIi'ICATE HOLLER. iG PORTANT: R the t orkilltffie hbUW Is an ADWIMNAL MSURED,tffs poncyo%uwa twa ADDITIONAL.INSURED provisions or be endorsed. it SUBROGATION IS WAIVED.atgbW to tins terms and csTtidi kM of the polt y,=naln poncles may n%p&e an endorsement. A statement on this lli+tc&ta tfogl not Wrttto-r O&W to the Ce WcM holder in tont of such aidmsms PRODUCERAte Underwriting Group Axe Umdetrrit Group -— ,.p- -- r�,-pans; Customer Center otranctBinmH, cons SUS West Broward Blvd. rlettn�__._ R�IFREA AfFt>fiD3Wb Plantation FL 33317 -- __-- _ tRdGli 41M maavx n ScoftMe Insurance Company ML.LSTROM CONSTRUCTION UOURER5; 21094MadriaCircie EatMmc -- Btsca Rattan FL 33433 UMRER INSURER E e R: COVERAGES CEMMM NUM"R: REVISION MWER. THIS iS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED HELOW 1 AVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTW)THSTANDING ANY RECB.tMDAEN,MW OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT vgTN RESPECT TO WMtCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERT",71111E INSURANCE AFFORDED BY THE POLICIES DESCniSED HEREIN 1S SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rYPE OF INSURANCE LWTS 12MGflranH7ERALUAHiU9'1f ✓ �/ t .A)6fAADE OCCUR 100,000 R & _ O -m - A .. CPS2471848 OWISI 018 os/15P1017 I Ewa"mm perw)- S__ 5,000 .__.�.._ PERSONAL A ADV MURY 9 1.M'000 AE199 W"TE LIMITAPPUES PER: GENERALA;i REDATE-.., 8 2,CW,000 PldUC9'El Q LOC PRODUCTS-COMMOP AGO 8 2,0W,0W AUTOMO{LELIAORM D E 7 , ANY AUTO _ _._... BODILY RIJURY(Pe*pevmn) 9 OwNSD St1iEDULED O}3LY N % IIfJDtLY MJURY(id^T eethRent) 8 - OW-6AilACiE - AUTOSONLY AUTOS ONLY YpgreldP ._ f .... S UMERFYLAUA8 OCCUR EAAIGG!Wi!OOCACTUEA - ARREI•7CE S 8 tl WORKERBCOumlAYMM -hwm- . A%YP;WPRfFt fARTN )? CUTNE Bq NIA�� EI.DISEASE vEA�'tAFIOY '_S.._._�.._.._. _ Ml Ml TI Irl h P W. @_L.w&>:A3E FY7L9CY Lt#Yi' t CeFMfICA `f } �6CR)PROR OF OFERATTONB!LDCAT0�0t9lYEtflL`IE9(AEORO 10t,AddNgat art BaAeOute,omr M eees�eU R avers a8see Is regWred) tRiC L3t:J}1fi20762 TE HMPER CANC EL.LATION MIang Shores VlNage Bldg DW SHOULD ANY OF THEMOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10850 No 2 Avenue THE EVVI ATION DATE THEREOF. NOTICE WILL BE DELIVERED IN Miami Shores.FI 33138 ACCORDA14M WITH THE POLICY PROVISIONS. AUTHORQIND REPRITSMAT W E 1. E133470 r 0 IMS-2019 ACORD CORPORATION. Aa rights reserved. ACORD 25(2018(03) The ACORD name and logo we registered marts of ACORD PrbEueed v -Web ttolumm wrsWS=W 8V32A=W trnvreselra Pubudd"8004108.197? CERTIFICATE OF LIABILITY INSURANCE 08/6/20 6°'Y"ri' 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(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 CO ACT Paychex Insurance Agency Inc PAYCHEX INSURANCE AGENCY,INC. 150 SAWGRASS DRIVE 8n-266-6650 FAIC. P oNE Nei: 585-389-7426 ROCHESTER,NY 14620 E-MAIL Gerts@paychex.com ADDRESSO INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA: NorGUARD Insurance Company 31470 HILLSTROM CONSTRUCTION COMPANY INC INSURER B: 21094 MADRIA CIRCLE BOCA RATON,FL 33433 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. INS TYPE OF INSURANCE NSQL BR POLICY NUMBER �D EFF POLICY EXP LIMITS 7R K WVD GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMIS $ CLAIMS-MADE[:::]OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ POLICY =PROJECT=LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ ANY AUTO (Ea accident) ALL OWNED SCHEDULED BODILY INJURY $ AUTOS AUTOS (Per person) AUT09 AUTNWNED BODILY INJURY HIRED $ (Per accident) PROPERTY DAMAGE $ (Per accident) $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAMIS-MADE AGGREGATE $ DED RETENnoN$ $ WORKERS COMPENSATION ANDX UAE 0 - EMPLOYERS'LFABILITY HIWC745672 01/01/2016 01/01/2017 E.L.EACH ACCIDENT $ 100,000.00 ANY PROPRIETORIPARTNER/EXECUTNE OFICERA EMSER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 100,000.00 (Mandatory In NM FY N/A EJ-DISEASE-POLICY LIMIT $ 500,000.00 X yes,desrn'ba under DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional RomarRs Schedule,H more space Is required) LICENSE NUMBER:CGC1520762 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 10050 NE 2ND AVE DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY MIAMI SHORES,FL 33138 PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OSU"TION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2010105) 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • .. . ee . UGY 8 201 00:00...... e ss ee .. . Goose. • oo::e :a***: J)fiF-b 000 C N gar Siw!!E Da. &CA R APOM, FL 33138 �lq ®� 76 720 SEntES Fxr-() A 71f EP21E® � SQ3°® �, gv®� PGT 740if X XX �S�ang�T ��® � S��iE S X X ASEMEA17 5O lel x S PGT 74oS Ettf E s -714% 50 �� )(x CASE�+E�? PGT 140 SEe'E S XX CASU°+En!T 3t r trrs A �'i z p NOA. OP s� 4 31..1 �o ® z, � 5 _ is--vsil . 13 Tt"x50 6 15-0-528 - 24(6 14 WA ''35.9 4 SO -43.5 ® 15-0519 , 13 14'.), X31.1 +70 —52.3 n • • • . ... • • . ®. .; • • • Speds4 Engineaft Considb rta,has. • •a ' ' • 5 ••• ••• 1599 8W 30 Avenue,Su8e 020 �E0t6ta P� Data Palm Bamh 8oyntOn Beach,FL 334325 t'c Risk Call 165 ISO 1. risk t wmm a a FL.CA6008217 1 rJ - Rist•Cao 2 173 1 70 1 170 F®11 Reshlertees Risk Cm.3124 186 1 190 IRB Easemiol Fanlida • ••• fl `•-T• • •t' • Charts a wind memuss booed On the mean mat height And she0 not exceed W4r. • • • • 2 Deslan weswas we fat an enclased studbus or tdhar hmd resistance ProUtdan Wilmph)• :70••x620�C l�r Hof o Fig 26l1a 3 User 0 debmadne the mean roof h Eave he ht.Root Risk Cotcgmy 11 TabbTT 5•t,pa�•1 • •• 4 End zone dMenee Is the Isesor of 10%OUr, ar 40%of Ore mese roof heW end not leas than 744 Ftpostxc C Section 26.7 5 It 50%of a cantponent Is In 0 parUcubw zone than DW compwmm Is emsldered t0 be 0n Zare whh Use Malaft of the arae.R QUesmulble then Place In Zoure S Kd OAS Table 26.6.1.page 250 8 Each tom vu4ndow door muMan hes a area Oret•area to be used.Area of ode to rounded down but she8 net be less Own 10 st. Kri I Figaro 26.8-I.page 252 7 For NOAe a Kd®lA shot 0e vahea fisted hereon 1.18. OCpi O.IB •0.18 055 8 YVNtd Bre Anotsreble stress pitch of root' 3112 14.0 dcgress8 es are vafid for B and C and D.met roof helahl 391 thcte 14.0 dogtees 10 Cherie ad vahm fisted herein areank va0i when Wwmd,dated,and as" PE 668214 or Mark Le81eao PE 036M cr Adam D LeBlarw. 2 11 1A7nd esatres are oalauleted in ecmdarAe wb ASCE 7-10 hledwd 2 12 NoredudenIstakenfor Onme less than 10d Atm orcmnpmau Area ofammacm Armof Areaof Arca of I Arm of Arco d f Am of Am or Arca dommmcul IO.a f 15.0 d 20.0.r 25.0 d 30.0 sr 35.0 sr 40.0 d 45.0 d 30.0 of 53.0 of 60.0 sf Mcsn Rcor II Itcight Zone 4 Zen S Zone 4 Zone 5 Zan 4 zone 5 4 2 3 one 4 me one 4 e S e 4 Zone S 4 5 Zone Z S ore 4 Zone8 37.8 37.8 36.6 36.6 36.2 36.2 3. .8 35.4 35.4 35.0 35.0 34.6 34.6 34.2 34.2 33.8 33.8 33A 33.4 33.0 33.0 15 41.0 -50.6 -39.8 49.4 -39.5 47.7 -39.1 47.0 -38.7 -46.3 -38.3 45.6 -37.9 44.8 -37.5 44.1 -37.2 43.4 -36.8 42.7 -36.4 42.0 38.3 38.3 37.1 37.1 36.7 36.7 36.3 36.3 33.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7 34.3 34.3 33.8 33.8 33.4 33.4 16 1 41.6 -51.3 40.4 49.1 40.0 48.4 -39.6 47.6 -39.2 46.9 -38.8 46.2 -38.4 45.5 -38.1 44.7 -37.7 44.0 -37.3 43.3 -36.9 42.5 38.8 36.8 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7 34.3 34.3 33.9 33.9 17 42.1 -52.0 -40.9 49.7 40.5 49.0 40.1 -48.3 -39.7 47.5 -39.3 -46.8 -38.9 46.0 -38.5 45.3 -38.1 -44.6 -37.8 43.8 -37.4 43.1 39.3 39.3 38.0 3&0 37.6 37.6 37.2 37.2 36.8 36.8 36.4 36.4 35.9 .35.9 35.5 35.3 35.1 35.1 34.7 34.7 34.3 34.3 18 42.6 -52.6 41.4 -50.3 41.0 49.6 40.6 48.8 40.2 4&1 -39.8 47.3 -39.4 46.6 -39.0 45.8 -38.6 45.1 •38.2 144.3 -37.8 43.6 39.7 39.7 38.5 3&5 38.0 38.0 37.6 37.6 37.2 37.2 36.8 36.8 36.4 36A 35.9 35.9 35.5 35.5 35.1 35.1 34.7 34.7 19 43.1 -53.2 41.9 -50.9 41.5 -50.2 41.1 49.4 40.7 48.6 40.3 47.9 -39.9 47.1 -39.5 46.4 -39.1 45.6 -38.6 44.9 -38.2 -44.1 40.2 40.2 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 35.5 35.5 35.1 35.1 20 43.6 -53.8 42.3 -51.5 41.9 •50.7 41.5 49.9 41.1 49.2 -40.7 -48.4 40.3 47.6 -39.9 46.9 •39.5 46.1 -39.1 45.3 -38.7 44.6 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.1 37.1 36.7 36.7 36.3 36.3 35.8 35.8 35.4 35.4 21 44.0 -54.3 42.8 -52.0 42A -51.2 1 41.9 -50.5 41.5 49.7 41.1 1 48.9 40.7 48.1 40.3 47.4 149.9 46.6 -39.5 45.8 -39.1 45.0 41.0 41.0 39.7 39.7 39.2 39.2 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.6 36.6 36.2 36.2 35.8 35.8 22 -44.4 •54.9 43.2 •52.5 42.8 -51.7 42.4 -51.0 41.9 -50.2 41.5 49.4 41.1 48.6 40.7 47.8 40.3 47.0 •39.9 46.3 -39.4 43.5 41.4 41.4 40.0 40.0 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 37.8 37.8 37.4 37.4 37.0 37.0 36.5 36.5 36.1 36.1 23 44.9 •55.4 43.6 -53.0 43.2 -52.2 42.8 -51.4 42.3 -50.6 41.9 49.9 41.5 49.1 41.1 48.3 40.7 47.5 40.2 46.7 -39.8 45.9 41.7 41.7 40.4 40.4 40.0 40.0 39.5 39.5 39.1 39,1 38.6 38.6 38.2 38.2 37.7 37.7 37.3 37.3 36.9 36.9 36.4 36.4 7A 1 45.3 -55.9 44.0 -53.5 43.6 -52.7 42.7 -51.1 42.3 -50.3 41.9 49.5 41.4 48.7 41.0 47.9 40.6 47.1 40.2 46.3 42.1 421 40.7 40.7 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 25 45.7 -56.4 44.4 -53.9 43.9 -53.1 43.5 -52.3 43.1 •51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 40.9 47.5 40.5 -46.7 42.4 42.4 41.1 41.1 40.6 40.6 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.0 37.0 26 46.0 -56.8 -44.7 -54.4 44.3 -53.6 43.9 -52.8 43.4 -52.0 43.0 -51.2 42.6 -50.3 42.1 49.5 41.7 48.7 41.3 47.9 40.9 47.1 42.8 428 41.4 41.4 41.0 41.0 40.5 40.5 40.1 40.1 39.6 39.6 39.1 39.1 38.7 38.7 38.2 38.2 37.8 37.8 37.3 37.3 27 46.4 -57.3 45.1 -54.8 44.7 -54.0 44.2 -53.2 43.8 -52.4 43.4 -51.6 42.9 -50.7 42.5 49.9 42.0 49.1 41.6 48.3 41.2 47.5 43.1 43.1 41.7 41.7 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.i 38.1 37.6 37.6 28 46.8 -57.7 45.4 -55.2 45.0 -54.4 44.6 -53.6 44.1 -52.8 43.7 -520 43.2 -51.1 42.8 •50.3 424 49.5 41.9 48.7 41.5 47.9 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1, 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 3&4 38.4 37.9 37.9 29 47.1 -58.1 45.8 -55.7 45.3 1 -54.8 44.9 -54.0 1 44.5 -53.2 44.0 1 -52.3 1 43.6 1 -51.5 43.1 -50.7 427 49.9 42.2 49.0 1 41.8 V&21 43.7 43.7 42.3 42.3 41.9 41.9 41.4 41.4 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 39.1 39.1 38.6 38.6 38.2 30 47.4 -58.6 46.1 -56.1 45.7 -55.2 45.2 -54.4 44.8 -53.6 44.3 -52.7 43.9 -51.9 43.4 -51.1 43.0 -50.2 42.5 49.4 42,t 0000 MIAMI-MDE Nt WO -DADMUNTY .... .. PROD]yg CONTROe 91tZION 0: DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REX) 11JQ50 JJV 26 Street,605m 208 """ BOARD AND CODE ADMINISTRATION DIVISION T(786)3 J5M F(186)31 5 2599 • • NOTICE OF ACCEPTANCE (NOA) -0000 PGT Industries 000600 00:00' 1070 Technology Drive 00 '• •• • •••... North Venice,FL 34275 •"" ' • ' 000:0 .0.006 SCOPE: 6 6 • This NOA is being issued under the applicable rules and regulations governing$W use of construction,• ••• materials. The documentation submitted has been reviewed and accepted by Miami-Dade County UR - 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 AHI 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 a ro herein, and has been designed to comply with the Florida Building me uding the High Velocity liturr DESCRIPTION:Series"CK-740"Outswing Aluminum Casement Window-L.M.I. PRO AL Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami—Dade County Product Control Revision stam=Section. cceptance num er e b the Miami—Dade County Product ntrMISATING:Large and Small Missile Impact Resista LAB acturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed.in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-1218.09 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 Manuel Perez,P.E. NOA No.15-0519.13 M1AMt tiAUB CQ n' Expiration Date: April 11,2018 Approval Date: July 16 2015 7f 11 Page 1 PGT Industries . . 0000 0000.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' ,••,•, • ...... 0000.. 0000 090:0 .0000. , 0 • A. DRAWINGS •••• • 1. Manufacturer's die drawings and sections. ";••; •• ••:.•' 0000 .. (Submitted under previous NOA No. 12-121&09) .. . 0000 ,,••• 2. Drawing No.MD-CA740-LM,titled"Casement Window Deta;ls•im&�Mt •• • sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/45/15,Hitf6d and .. . sealed by Anthony Lynn Miller,-P.E. .... :0000: B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/16/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butaciteg PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. Manu_uv_- P.E. Product Cont 1 xantiner NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 PGT Industries .... ...... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' •• • ...... .. . ...... F. STATEMENTS •••••• .... . ..... 1. Statement letter of conformance, complying with FBC-5'h Edtttot�:014},*je4 May•:•-' 16,2015,issued by manufacturer,signed and sealed by Anthori' " Milldf,P.E. ••••;- 2. Statement letter of no financial interest, dated May 16 2015 6LZ; by '% signed and sealed by Anthony Lynn Miller,P.E. ••••• • . . ...... .. . .... . . G. OTHERS •• • 1. Notice of Acceptance No. 124218.09,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. 111.17 11 A 0/ j Mannel] ez,P.E. Product C'ont"Iyxaralner NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 UnWLAM NAT® 7/18'LAMMTED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT MAN SWTACK GLASS STACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING pgp- A v VARIES, RATED FOR LARGE&SMALLtAr ANNEALEp BrKUMNAY 3MV ANNEALED OR AMEMCA INC. SEE SHEETS 8 6 MISMLE IMPACT RESISTANCE GLASS A7dERtCA,INC. NEATSTR6N01HENID 3116•ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE OUl88 NEATSTRENOMIMM REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH W11116-OLA EALEp VELOCITY HURRICANE ZONE OPMZ} � OLA99 3r WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND•BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE MY IN THE HVH4 THE 26.478'MAX.O.C.IF VtlK)7H l8 SS FHTE 11/18'GlAsB BITE OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.47("(HEAD&SILL , 4'MAX.3)FOR MASONRY APPLICATIONS IN MLAMI-RADE COUNTY•USE ONLY MIAI&DADE B,SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR so so EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. �• . -----------.---_— GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD SUCKS LESS THAN 1-1/r THICK ARE TO BE CONSIDERED/X i' \ 17-mr INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT 16 INSTALLED 1 MAX DIRECTLY TO SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK OR A A SEE O.C. T18'KORA. GREATER.IX AND 2XSUCKS(WHEN USED)SHALL BEDE8IG(BDTOPRO�PERLY SHEET2 �A� 6newmaATEo �8�ST. � GUM 7 8•t ST K TRANSFER LOADS TO THE STRUOTLM.WOOD BUCK DESIGN AND INSTALLATIONANNEALED IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. \ 8'MAX. Tom, mr GLASS F F�A�T GLASS 8)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING \ O.C. 10ANNFJLLED OR •YKUPARW WS' 61A38 AAWSG%KI6GARAY ANA'PoCA,lNQ OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TERA'ERF.OBLA98 0 3118'AtIVERzm TABLE A SHEET 4.NARROW JOINT SEALANT IS USED AL ALL FOUR CORNERS OF 69' / USE � � WANNBALSD � � HFi1T�S'I�t�n�o THE FRAME.INSTALLATION ANCHORS MOULD STANCE OF LIGHT rt PAIRAT IF F SR f SEAUNG/FLASHING STRATEGY FOUR WATER RESISTANCE OF WBTALLAI7ON SHALL E DON BY OTHERS AND IS BEYOND THE SCOPE THESE HEIGHT HEIGHT 11/18'GLASS SITE 37 11/18'GLASS RATE (DLO) / / 28 OR 37 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3 NOT FLU8H TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING / 78' APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE SUFFICIENTLY ANCHORED 3HT31 ID 31 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 32 32/ 7)DESIGN PRESSURE-- GLASS TYPES 4&S GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E130D / b AC C I I ' T11a LAAENATED S POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUGLASS I STS CYCLE TEST PRESSURE,FRAME ANALYSIS AND MASS PER ASTM E1200. 1MAIR8PALg 311V AMMALEDOR fiATSfRENO7NENED GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEtre0 bd°Br KLIRAMY WINDLOADS CORRESPONDING TO THE REQUIRED DEMON PRESSURE.THE ane"rEt>GLASS AFRICA,INC. 33-1131,6 STRESS INCREASE HAS 140T BEEN USED IN THE DESIGN OF THIS T B 141/T'MAX.O.C.lF WIDTH 19 ° m SiIffiNeTi¢eEFD A�LEDOR PRODUCT.THE 1S LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF J 38 GLASS ANC 14ORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER $3.478'&OVER(HEAD 8 SILL) Fir —6S A89 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE R BUILDING CODE FOR CORROSION RESISTANCE. OPFINING v 11H8'GLASS BITE 9)REFERENCES:TEST REPORTS FTL•7088,3879,38 .3724:ELOO ULTRACON TYP.ELEVATION OF (3 NOA:ELCO CRETEFLEX NCA;ANWAF&PA NDS FOR WOOD CONSTRUCTION AND — �L ADM ALUM04UM DESIGN MANUAL. CASEMENT WINDOW U 31 32 PRODUCE REVISED LVIBA1110 FUMED TABLE 1: GLASS TYPES 8&9 �DIY od0 rmJ •OS19.13• Gen Types SheetIR ill 1'/ ReWwd By: tate: • • • Dale `b)$ 10",(LYNN M/(� /, • • • • • 1 W18•LBIM(iJ8 An-.Ott PUB-116 8 .`�Z�� 'SENSE 'FR �� • • •�4; t' j'$GENERAtNOTES.__........-....._._..1 h '• •2 7/18- ;OLA2INGDETALs..__.�...-..1 NO,BBTOP` LM 611bFBCUPDATE • ••• 4 LB101.IG 1/8'An- /1t'Air-IW An-.090'F�18-118"An 8 INSTALLA770N_.._........... ___2 = � ASSEMBLY TUBE DETAILS.........._3 - >t ® Doo"olkn; Drain By: !r LB9t1.►0 ON 7H6°Air-118 An-.Geo"PV8-1/6'An e - i : Lu= GLAZING DETAILS J ROSOWSKI 6 718"Lend.10 18•An-114 r- 18"An-. -3116•An) 9 ANCHOR OUANTICAT...... ._._...4 _ / • ANGHORQUANTITIES._...._ ......4 0'• f I 6 719'LBInt.G 316•TT-114•Atr-SHB"An .OIC"SG 3118'An 9 DASSEMBLY DET'AL9�M_...........O9 ��,CP •.FAORLOP''��` tONOVENICE, TECHNOFL�3.427'i DRIVE TCASEMEIQ=jfVINpOV�I t -PA ••• Date; 718"te1N ro( 7 1l4'Atr-31 8" S-.090 80.311 ( 7 �FS ,•� P.D. BOX 1029 ILS-LM�5'�1A• . 08108/12 / SI�NA�1 111 NOKOMIS, FL 34274 Serlas/AGodeE t• •• OIiS Nq• Rm BUTACI BY KURARAY AMERICA,INC. A.LYNN aAl11EAi,RE •• e BG•=SFx4TRY KURARAYAMERICA.IPI'.. P.EA65706 CERT. OF AUTH. 029296 CA-74Q TS I OF 1 M�-CiA� -LM A ••• • • • • or • • • • • • • • • • • • ••• •• •• • • • •• •• INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. CONCRETEICMU INSTALLATION ANCHORS DIRECTLY INTO METAL PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3.SHEET 4 MAX ATTACHED TO 82 _-� TYP.ANCHOR SHtIvI ATTACHED TO 15 16 FRAME 1D 11 TYPE. EMBEDMENT ,. VENT SILL 89 13 Al2 STEEL AND 6 1 DISTANCE .'9. 4 6 32 331 8D 12 SMS.SEE TAME 1� SUBSTRATE. 20 3.SHEET 4. 22 23 �f�l SEE TABLE 3, O SHEET4. 3 so16B4 EDGE - DADE APPROVED DISTANCE MULLION,ALUMMNtlI, 38.37 O 8 84 suvalma 38 39 STEEL FRAMING OR + .< STEEL STUD. ATTACHED TO ® J— 82I{ 82 ATTACHED TO VENT SILL 3541181 FRAME JAMB[ 13 EMBEDMENT 1 24 I VISIBLE LIGHT WIDTH(DLO) 3 6 83 70 FORS IFNTS,SNUBBER REQUIREMEgEXTERIOR EXTERIOR ATTACHED _VENT JAMS OPTIONAL ADDON SEE TABLE 4,SHEET 4. W OW WIDTH 12 FLANGE HORIZONTAL SECTION A A EGRESS FORMULAS: WNDOW 81 11 SEE W�._. WIDTH.WASH HINGE:WINDOW WIDTH•13112 HEIGHT 1D � NOTES O WIDTH,EGRESS HINGE WINDOW WIDTH-7.112 14 1)USE ONLY SUSSTRATE-APPROPRIATE 1)WHEN INSTALLING HEIGHT:WNDOW HEIGHT-8 VISIBLEWARE ANCHORS LISPED ON TABLE 3.SHEET 4. / COMBINATION UMTS, LIGHT HEIGHT FOLLOW EMBEDMENT AND EDGE i ADW7YONAL INSTALLATION VISIBLE LIGHT FORMU AS: BUCK DISTANCE LIMITS.ANY INSTALLATION 'MAXNCHORS MAY NEED TO BE WIDTH:YYINDOW WIDTH•7 (DLO) HEIGHT SIDE SHOWN MAY BE USED ON ANY / `� / 10MISTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 1(r MAX. ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-VT BEM LY1TUBESIDE OFTER B FRAME TOTHICK ARE TO BE CONSIDERED 1X ATTACHED TO J INSTALLATION&IX WOOD BUCKS ARE �I a SEE TABLE BELOW: FRAME JAMB ® 89 OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS —�{ 10'MAX lds o low nui.hms surAbRe*dlobo an(F h DEPICTED AS 2X ARE 1-1l2'THICK OR —�SEE DETAIL A2,BELOW 8F1e of 01e Prams Tips A ATTACHED TO GREATER.IX AND 2X BUCKS(WHEN USED) t W Aaehor VENT JAMS SHALL BE DESIGNED TO PROPERLY u4 Wm A B,C a D TRANSFER LOADS TO THE STRUCTURE. 1 B' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION i3DET yp-2•g' 0 1 38 39 83 I8 THE RESPONSIBILITY OF THE ENGINEER 28'+ 11 OR ARCHITECT OF RECORD.MAXIMUM17 SHIM THICKNESS TO BE 114'. LL Hemht wbwm ASB,0 8 D16 16 1 9' 0 082 DETAIL AIL 23••28.9' 0 1 PRODUCTRBVISED 21 Al A2 28'+ 1 1 n9 coalplyWg with the Fltplda e Bwldt%C& i5.c5Kt•13 Aemplseee No 80 tattonDOW �t2QCIS i 19 84 tx OOD ��(LYNN M��'�ii Revised Br owe: ••• ftwoI• 6 i ••• vac SEEN 2 • • •• U THIS SET. Revised Br: Bale: • Re a • • • •• • 114•MAX Im •' No.687D5 -_ LM 5/15 MOQNA6i i i ••• • _ Basaipltan: wawa By. EMB _ CROSS SECTIONS&INSTALLATION J ROSOWSKI PERANCHOR• •�• •+- ST.(dE � 1070 TECHNOLOGY DRIVE TRW • ••c • � FIs: IREnuIREr NT, ' �` FLORtOP.•'Cj.\�� N. VENICE, R 34275 529 CASEMENT 17VINdOW MZILI-LM 4 81A• • 08/08/12 INSTALLATION OPTION VERTICAL SECTION&B �sS/oNFi NDXDN�FI 134274 5,,08/ I; . o Nai • Ras: INSTALLATION ANCHORS THROUGH A Lot t kb;v.E txBUCKBTRIPINTO MASONRY. a�.a3etos CERT. OF AUTH. 829298 CA-740• TITS t OF cS CAz40-LM A CASEMENT(X) CASEMENT/CASEMENT AWNING/CASEMENT/FIXED CASEMENT(OXO) PR�ucrRBY1&E° re emupiyte8 aH[h�4o FHotMe Bultdm8 Cie 10',SEE NOTE 7, SHEET neeeptaixe No 15-0 IGI.13 �6 FIGURE 1: FIGURE 2: 740 SERIES,ice / Date ODr0 AWNING V BY WINDOW' WINDOW / h A /L1 -D FRAME ASSEMBLY �.a. HEIGHT �� l! TUBE FRAME ASSEMBLY TUBE NOTE&: W Q I /W',SEE NOTE 7, D 5) 10N8 SH WN IONS FOR LU THIS SHEET 740 9ERIE8 \ TIP-TO-TIPIMENSI DIMENSIONS FOR EACH x —CASEMENT—+^ / INDIVIDUALWINDOW FOR SIZES NOT WINDOW I / WINDOW / SHOWN.ROUND UP TO THE NEXT Tn WIDTH / AVAILABLE WIDTH OR HEIGHT (� 740 740 / E DIMENSION SHOWN ON THE TABLES. x° SERIES F MBLSERIES FRAME 2)ANY 740SEPJESPRODUCT W .¢O TUBE YCASEMETNT ASSEMBLY__y (CASEMENT,AWNING OR FIXED 0 8888 WINDOW I WINDOW E TUBE CASEMENT)MAY BE ATTACHED TO Z -j 1 740 SERIES ALL WINDOWS,THE FRAME ASSEMBLY THE WINDOW S d� Imo_-,. � LL / 111 1 FIXED WIND W'\i / NOA FOR ANCHORAGE,BRE AND [a DESIGN PRESSURE LIMITATIONS. Z Q (Q•. Q •SEEPRODUCTSNOAFOR 3)ALL WINDOWS IN THE W W In INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO IA 04 Q 77141 CASEMENT EXTERIOR ONDMOUALLY COMPLY WITH THE y / / REQUIREMENTS OF THEIR 9 WINDOW � RESPECTIVE NOA ai� �� m Q A z 4)FRAME ASSEMBLY TUBE TO BE g O Z 740 SERIES 740 SERIES FASTENED TO WINDOW.AS SHOW IN w FOR SINGLE UNITS: WINDOW WINDOW METAL SCREWS.USE THE AWNING CASEMENT DETAILS.WITH MIN.012 X tSAME 0) N MIN.012 X 1'SMS SPACING AND QUANTITY AS THE < Lu 1)DETERMINE YOUR WINDOW SIZE TV=., RGH FRAME OPPOSITE FRAME MEMBER. O .Lu T�• AND GLASS. ION HOLES _ FRAME ASSEMBLY 8)THE FRAME ASSEMBLY TUBE MAY N W Q 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED 02"IN LENGTH(AS USED � � V AND SUBSTRATE,DETERMINE TUBE IN A Sr FLANGED WINDOW)OR BE –J YOUR ANCHOR GROUP FROM MIN.012 X MIN.SMS X USED IN TEE OR CROSS TABLE 3,SHEET 4. !'SMS 740 SERIES THROUGH CONFIGURATIONS. a) THROUGH3)FROM SHEETS I-S,FINDTHE INSTALLATION CASEMENT HOLES ATION0)THE FRAME ASSEMBLY TUBE ISSHEET FOR YOUR GLASS TYPE. HOLES Y DOW HOLE8 NOT REQUIRED TO BE Ot.PM TO ..AgXFIND THE PRODUCTS DESIGN 740 SEy� 0 SERIEST �� 'Au EXrEPoORPRESSURE FROM THETABLE JOINTS TO BE SEALED BY INSTALLER.CASEMENT EXTERIORASEMENT LABELED'DESlQN PRESSURE WINDOW WNDOVY 740 SERIES (PSF)FOR SHINGLE WWOM ALL 10, TUBE EXTERIOR EXTERI FIXED 7)FOR ALL COMBINATION UMTS, ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS w 1 a o 0 HORIZONTAL SECTION OC WINDOW MAY NEED TO BE INSTALLED o 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o a TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY.- VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIG HTCENTERLINE.SEE TABLE BELOW. YN DIMENSION SHOWN ON THE •• ••• • • • • • •• 1)DETERMINE EACHIiNDMOUAL t►7NIi0VY4YRE,8YCE APIC 8LAf18 MAKEUP,SEE FIGURES!8 2,THIS&FIEBRT.OETERMNE YOUR ANCHOR GROUP FROM TABLE 3 SHEET 4. AdOwal AnOwe��a�each `��pN(L N.. TABLES. • • o• • • • • • SI4ealthe meAme T1&a A ��••'''•ENS �F 2)FROM SHEETS 640,HNDTHE%ftEVFORYOGR TV4'E. • W P:' \G F''•.•Q 5)USING THE TABLE LABELED • • • • • • • • ►• TY NaMINANCHORSREQUIRED' 3)FINDTHE DESIGNftSSUV0kOMftTABLESLA&d 'MtWPRESSURE(PSgFOR WINDOWS ATTACHED TOAVERTICALFRAMEASSEMSLYTU OR DESIGN u4• V B,U 0 7`(; No.58705 (TABLE 2,SHEET 4j,DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEM&LYTUt , DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS = THE NUMBER OF ANCHORSMUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP•TO-TIP. :GP'�•S' 0 ! NEEDED 1N THE HEAD,SNL_ANDFQR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2V+ 1 1 73•'�7n10 JAMOF YOUR WINDOW. • ••• • ••• • • Wtndoar A�xAm :n.•• S INSTALL PER THE 4)USING YOUR � ABLM ASE&D"IMNOQIWANCHORS REQU/I :TALE I SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF � �� A B,C&D 1� FLORIOI'•' ��: • • • • • • • %Fs''•••......•' �C�. INSTRUCTIONS ON SHEET 2 •• • • • • • • • • 1 o o �' sl0NAI- 8)INSTALL AS f;TrIE NNOCTIOIN1 QR&W2-3.NO%AAT•AW%ONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY 8E REQUIRED(SEE 29'•�•S' 0 1 i �� 1 SHEET 2),AND AAT MIN.W 2 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET} 20'+ 1 1 A LYNU 58 cw P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: TABLE 4: VVIndoW Anchors RequM Jamb Snubber Locations PRODUCT REVISED as comPl7b6 wim mo trlortde Wkdsw Width @a iypm Bvllding coda ander 2T 16' 27-3r4• 3r a3.1 36' ar Glass Aaacp anm NO 19'O 19.13 AttcharOtary AnOlmrGrerq Archor AnahorG=p AWwGmLp rGlolgr RYDeal4&6) 2,&" a-las Oma 1aDt8 A B C&0 A B C&0 A B C&O A B C&D A B C&D A B C&O A B C& agor�. Jemb 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 17�•from By pcoducl Hed18a 2 2 2 2 2 2 2 a 2 2 3 2 2 a 2 3 S 3 3 3 3 or erd �� each atd&30' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2less � max O.Q. X18118' HUM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 12•max.from /2•rttex.(ran Jemb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 otar B3' each std&30• each end&AC a s HesM18 a a 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 max O.C. mac O.C. W Jemb 4 4 4 4 6 4 4 6 4 4 0 4 4 8 4 4 6 4 8 6 4 YZ ,J 48' WB BYKURARAYAMERrA,1NC. tteedrem 2 2 a a 2 2 2 2 2 2 8 2 9 3 2 3 3 3 4 .SG.,SENTRY Y KIiRAFRAY AMERICA,INC. V Jamb 4 6 4 4 B 4 4 8 4 4 6 4 6 8 4 6 8 4 8 8 4 90- HeMM111 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 a 4 Jemb 6 8 4 6 6 4 8 6 4 8 8 4 S 8 4 6 8 4 8 6 4 1�yEH IDUWSPEERTHE g FOR Hes"M 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: •� Jettm 6 6 8 8 B 8 6 8 6 8 6 8 8 8 8 8 8 8 8 6 6 ELEVATIONS ON SHEET 1. Or DIMENSIONS SHOWN ARE e� � 11ead/8® 2 2 2 2 2 2 2 2 2 2 3 2 S 3 2 3 3 3 3 4 3 WIWDOW TIRT4TiP. c C Jwvb 6 8 6 6 6 8 B 8 8 8 10 8 S 1 6 8 10 8 0 10 0 X � Hea�B® 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 a 3 3 3 3 3 x)FOR SDS NOT X x X X O d Ja-b B 6 6 B S 6 S 2 6 6 3 6 6 3 6 6 10 0 8 10 6 ISHOWN, HEO�A a�� a Q 11udi86 2 2 2 2 2 2 2 2 a 2 3 a 2 3 2 3 3 3 3 3 3 YGOTM OR HEIGHT X U V• J•eb 6 6 6 6 10 6 6 10 8 6 10 6 8 10 B DIMENSION SHOWN ON Huftl 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X O 0 LO N Vt x o c Z p ,Z TABLE 3; ZZ ' fin' Mln. Alrofmr EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7H(•ANNEALED SG LAMI.GLASS, X O X X� X S GIouP Role IX Edge �� Embadmem R� dT 1/4'MASONRY ANCHORS INTO CONCRETE.+701•BO PSF DP REQUIRED,NO ANCHOR PLATE o} 1141 steel n Hallow Block 1' 0' 1-U4' No CASEMENT ANCHORS: Lu '.. (. S.Pine 80r 1' 13/6' NO A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701.90. A 114,steel SMS(05) 8088 S' .� Nc crO V LLI U or#14,410 88 SMS AS0 stent a/6' a/6' .cow No n)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE p� pv 2 a a, A663 8 Gr.33 3B' 816' .030',20 GL No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. Aa- F, �w0 B.Pie 816• Y 1318' NO `� B 112,steel SMS(05) 78 316' 6/8' .0w No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. •� or 112,410 88 6148 A38 8be1 318' 81B' 080' No A683 ted,GL 33 3B' 818' .038'20 Ga No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. a 2 -mats 2 4 1318' Na E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SKEET 1. 10° 10' T _n Y� 1/4'steel RBVeoon !Gc cwmmo 1' 41 13x4' No g HWlaw 8 2• B' 1.11' No F)PER RULES ON SHEETS 2&3.INSTALL I ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY Imo. a x C .pis aw 1' 1.W Yee TUBE SIDE OF THE AWNING(HEAD&SILLL 4'I - 4' � 4' c'i 2,steel SMS((48) T5 Abon. 3x6' 071 Yee QA 4 or 112,410 SS SMS Steel 3x8' 818' .060" Yes S a x 83 318' .0'18'18 Gs. Yea S.pie 8JB' 1' 13x8' Yes (SEE o z z 114,steel SMS(OB) 8083 TS 316' OW .0713' Yes AXED M TABLE 0,ANC 40RS(IEE ALLOW ATE NO F / QA A)FROM TABLE 9,ANC40RS C&D ALLOW A DP OF+701-83.1. or114,41088 SMS AAS Steel W one • • •• • • B;F00 THE JAMB,FROM TABLE 3.ANCHOR TYPE CHAS THE A14CHORAND 1326' ``.�N'00....N&417`! A8&981ud L1L 39 3/8• 1 so �� LYN&4 2 tb-oaeBs 1' 1. •dress • • S61B81RATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. cEN F'•. 268k te 2-H2' 4-• ,•31a Mee• • 00* • `� ..'• U D 1141 steel lAtmecn Hollow Block 2-1X ee • • L:FR2%'V•ASLE 2B,6 ANCHORS ARE REQUIRED IN EACH JAMlL 81• � � T ,,•, F'ed Stook 2.112' 4 \ _ No.60705 •'• 114'0089 3. Conomte 1' W. 13/4' No D)SWA ABLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL Cmtem M08owBlock 2-1/T rr 1.114• No auk Cawreta 1-U4' r 314' E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. �1,15 W18'steel IJRraoon 1te0oa Black a q • • • pOH,. b Feed Block 21/Y • 13/4• ryo R RUIESEN SHEET 2.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4' 4� (�`'•.�I ORtOP,..' \y • • • • Li TUE SIDE OF THE FIXED CASEMENT(KEAO&SI.LL T i iS •..... �('j�� NOTES: • •• • • •• • • • • �..--. p8• h 20• m'"I T ��i��LN�;NLLk�,P� 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BWOND ANYddETAL SUBSTRATE. • • • 41 2)ANCHORS MAY BE HEXHFAD,PANHEAD OR FLATHEAD. P.E.•aB706 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • FOR GLASS TYPES: rasLE a )5/16°LAMI(1/8 AN-.OW PVB-1/8 AN) b 6i1hStEdoptorlda D Pmaeure WO for ahn�o tA .AlAB Anct Growl 051°1.l� 4)7/8°LAMI.IG:(1/8"AN-7/18°AIR-1/8°AN-.090°PVB-118°AN)Whdowvwm wdorZr 2&18118' 27-W 30 33112w 3T 9yVS'°BUT BYKURARAYAMERICA INC, under 23' +79-W +7M60 +701-0 +70b80 +701- +70180 +7W-W --[I BY 21L181 +7960 +7M40 +7M80 +70140 +701.80 +7W-0 + T 38318' +70140 +701.90 +701-9D +70P90 +70x90 *MIN VM40�1 WINDOW 46' +70140 +70190 +70190 +701.80 +7MV-00 + 1 HEIGHT 'S0-818' +70140 +70190 +70190 +70140 +7950 +70140 +701692 a 60' +70N90 +70140 +70140 +70168.$ +70140.8 +70-77.7 + 74.3 I www _ or +70101 +70180 +70160 +701643 +701-78.5 +79M.7 +701-70.1 41 - 72 +70140 +7W67.2 +701-77.7 +8W-71.$ +801-82.4 +8W-80.0 +1-89.3 N 78' +7960 +701648 +701767 4467.3 +/-889 +h 672 +-808 WINDOWANCHOR _ 64- +70140 +70140A +TW71.3 +$@1621 +/-842 LOCATIONS AND QUANTITIES. ui TABLE 6: d U * 0ry O Deslpl Prem+n 04 for Windows AOached to 0 Ve*W Frame Asacm*Tube (' a .0 P] WWldh W tq under 23' 25.18118' 273/4 30' 33-Ur 35' 3T 04 CL Anchor Group Anchor Group Ancbw Gtoup A chm Group An"Groep Anchor Group Anchor Group N A B C D A B C&D B A C&D 8 A.0&D A B C&D 8 C&q B A C&q wWu23' +7M-90 +701.98 +7W-9D x70190 +70140 *7W Do +701-0 +7WW x7W.W +701.90 +7W-90 +70190 +7W20 +7W-9D +701-20 +TM90 +71Y40 +70160 a` �p $ Z 2645118' +701-90 +79.94 +70140 +70140 +70140 +701411 +701.90 +79-20 +M40 +7W.9q +7W9D +701.80 +7040 +nla +701.90 +70140 +70-90 +70150 �O �O (n z 383/8' +79110. +701-71.8 +7W-90 +701-90 +70141 +79.90 +701.90 +7940 +70150 +7950 +701.9D +7940 +70180. +701-9D +7M-90 +701.90 +7940 +70140 _ VWS 48' +79-73.1 0$7.3 +701-90 +701-9q +/-54.8 +7990 +70140 +7M-91) +70140 +707.87.8 +701.90 +7MA0 +701-78.8 +7MAD +7M-90 +79.90 +7948.9 +7950 Y 80518' +149.3 44-$4.3 +7950 +7940 +1.81.4 *?W40 +7950 +7014D +7W40 +701.832 +701.90 +701.90 +79.748 +70150 +701492 +7V40 +7964.3 +79.642 a 80' 0.88.8 d 458 +79 847 r7M50 +/81.8 «7961.2 +7950 +70.78.9 +7W-9-2 +701-7&2 +701.60.6 0W.813 44429 +70160.8 +M.7ti2 +701.77.7 +7W.71.2 +701-743 J Q L ° 83' 44.85 7 N 43 8 +7960 7 +701.119,8 0493 «79.77.3 +7990 x79.72.9 +79.90 445&9 +70184.3 x7017&$ 0598 +M79.6 +701.79.8 +M4&7 7 +147.9 +701701 LL $Q to FRAME L V 10'MAX •--►� �+-- A86EMBLY 1 7UBE TABLE 7: m T m Deolyrl Pmecmc WO 6r WOWare Aawhod to a Horizontal From Anon*Tube WINDOW wbwokvvwwtb HEIG4T e mnter2S' 2313118' 21614' 37 331P1 3S 9T � FRAME �+ Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group TUB VYB4DOYV ADDITIONAL v y 4 OrouP Grotp Dmup Group VMA ANCHOR I" i o 0 0 A9 AB AB AN B A C&D A B C&D A 6 C&0 90-MAX (4)IF RED o °g TT 'z wxW23' +7950 +70180 +7W90 +70190 +70/42.1 +70940 +7W40 +79.7&8 +700180 +70740 +79-74.3 +7W40 f ADDITIONAL SEE TIONS 1&4 FOR ITWS.S ANCHOR 25.10118' +7940 +70150 +70140 +7990 +701.90 +79.80 +70168.8 +7W90 +7W40 +70144 +70140 HW40 1 ANCHOR LOCATIONS AND QUANI7TIES.SEE SHEET 38416' +70140 +70160 +7015D +7W40 OW-ft 40170(#0 +701010 +7W40 07W-W +7W4D +70190 +70190 (4).IF REQ, 3 FOR ANY AODITIONALANCFIORS `1 Il 48' +70190 +7980 +70190 +7940 +7940 4 + +7940 +70190 +70.80 +7940 I { REQUIRED IRED FOR THE FRAME ASSfTrffiLY �� OXY LYNy 50.516' +70140 +70140 +7940 +70160 70180 +N40 +794.2 +701.882 +79692 i •+ i701•� 171/90 WH�OW WIDTH Q• F (� 80' +7960 +7W40 +7940 +70148.8 +7@60.6 •7Wa0 8 +7bl7R7 + •70177.7 +701 743 +79 74.3 +79x4 3 SEE SHEETS 1&4 FDR WINDOW ANCHOR 83' +7940 +70140 +W-9D +7964-2 + +701018 + 7 + 013 +7&-73.7 +7970.1 +701701 +70t�.1 DATIONS AND QUANTITIES.SEE SHEET No.58705 72 +7940 +70192 +7977.7 +70/71.8 +60142.4 +801.82.4 +8-80.9 +69.80.8 + .9 +169.9 4469.9 44.58.9 1 3 FOR ANY ADDITIONAL ANCHORS ; 76' +70190 +701-94.8 +7M75.7 067.3 +FS&9 +168.9 4147.2 +1472 +1472 4445.8 44.88.8 +-88,8 REQUIRED FOR THE FRAME ASSEMBLY "d 601 +7990 +701604 +70171.3 *8-82.1 +MOO +1441 ••• • iR TUBE ��O' a A E O ��:'L •• • • • • • • • • NOTES: • •• • • •• • • • • ��`,5,OVAL 0' 1 BEE91EET4FORADDIMNALSAMPLECONFIGURATION8. •• • • • • • tiLFNN NpOt rILE 2)SEE SHEET 4 FOR SNUBBER REQUIREMENIB. P.E588705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8 D1 Prmam Qm9 to Sing o W A9 Artabor 2)7/11V LAMI(3/16 AN-.ON-SG-3/16 AN) ��'RRVissD a� B uq Ihthe Pl•dda `SCG'=SENTRYdin 9NEFY KURARAY AMERICA,INC. Aeaptmua No�r9-O�Iq y$ mxler23'I 26.15118' 27.314' 30' 33.117 38' 37' T-[] �piwUonBnlo wWor2V +9-130 I +901-130 +@p-130 +9.138 +901-130 +991-136 +0-130 WINDOW NU t f 28.15118' +11W-130 1 +BW-130 +0130 +907.1130 +9W-130 +.11311 +90130 HEIGHT 38418' +901-130 +0130 +SW-130 +801-1M #V-130 +901.130 +BW130 By 48' +801-130 +0.130 +=-ISD +8.1311 +901-130 +901.130 +801-130 80.518' +BW-130 +9-130 +9111•130 +8W-130 +9111130 +8W-130 +901-130 WINDOW 4.._ � Q WOTH 80' +00/-130 +9W-130 +8.130 +801430 +801-130 +9W-130 +8.130 _ 83' +8W-130 +8.130 +9W-13D +BW-130 4W-130 I +8-130 I+8W-129.8 SEE SHEETS 1&4 FOR 77 +BW-130 +9.•130 a9W-1811 +901-130 +9.1 .1 +8-122.8 +8.113.8 . ANCHOR N 78' +2013D BOf-1 +8W-130 +8-130 +8.13 +9.124.1 +901-118.7 +901-107.8 LOCAT1ON8 AND QUANTITIES. _ LU n 84' +81.13p +8.1311 +901-130 +801-1� +B-1184 F- 0 g Z r TABLE 9: V y Design Pressure(gaf)ta Windows ABacDad to a VaIW Frame Asserrhhly Tube (� Q wladowwlch Z W 1(0 m unda23' 2516118• 27314• 30' 33112" 35 37° Q y Anchor Group Andwr Group Anc err Group Anchor Group Andes Grail Anchor Group Anchor Group It) U) a A 8 C D A B C&D B A,C&D A B C&D A B C&D B I AC&D A B C&O �f QQSQQ un,W 23' +7.90 +701-9D +7-90 a7W-90 +70140 +7W9B *M40 +70130 +701-99 +701-90 *M-90 +701-10 +70.90 +M.90 +7(V-9D +70140 +7W.W +701 +701 gp +70190 B p 2&15118` +701-80 +70190 +7.90 +7.90 +7W20 +TW-90 OW-90 +7190 +701.0 +7.90 +70r90 +7-96 +7V40 +7.90 +7.90 +7140 +70190 +7-� +7W 90 +7W-WI p Z 38318° +70140 +701.71.8 +71.90 +7190 0W.&I +70140 +7140 +7140 +7W-90 +7.•90 +701-90 +7140 +79-0 +71.80 +79-0 +M-90 +701-90 +701.0 +701-90 +70190 W SSS 48° +701.711 +/57.3 +11-90 +71.01 0,84.8 +701-90 +71.90 +71-90 +7190 +11.40 +7-87.8 +7.90 +70'-90 +71.0 +7-90 +7-90 ►7.90 47140 +7.•88.9 +M40 60.18" +1.0.3 +1.84.3 +7.80 +71-90 +181.4 +701-10 +7190 +7-90 +7.90 +TW40 +7143.2 +79.90 +701.90 +7.9D +7-80 +701.88.2 +7W40 +701.90 +71.84.3 +71.90 Q, 80' 05&6 +1-46.8 +701$4.7 +70140 051.8 +701-81.2 +7-90 +79-7&8 +71-90 +71 .8 x71.70.2 +7.40 a78t�3 #701-711.8 +7.90 +7fY-7&2 +7.90 +71-� +70.71.2 +76690 J O 83' x158.7 */43.8 +71-007 +7.49.8 +149 3 +70-77.3 +71-90 r7W-72.9 +71-90 +7186.3 +f 88.9 +701 9p +71.7&6 a7W 74 9 +701-90 +71-71.8 +7190 +715&6 +187.8 r71-90 �C ••1pp W W4g5 FRAME _j 6 17 CJ �X TABLE 10: 10•MAx -y{ I+ ASSEMBLY 7101E Dealga Presshhra(psq to W9hdors Atlechedto a Haizallel Frome As�nby Tubo T a f WNDOW A N � e �W� WINDOW FRAME HEIGHT J^�7 under 23• 2b1511V 27314° 311• 33•tf7 35' 37• HEIGHT ASSEMBLY _ rn Anchor Anchor Anftr Anchor Antlia AnchorTUBE Group Group Grail Gfenp Group GrooP Anther Group Anchor Group -H-- WINDOW AOrnnONa< r 0 0 A/ All ro AB B A C&D A B C S D A B C&D 10'MAX WIDTH ANCHOR a x (4),01 REO. S z Z uifer 23' +7940 +70190 +71.90 +701-90 *701421 +M-90 All +:lW81,7805.8.6 +7W.90 +7190 +7W.74.3 +76 90 ADDITIONAL SEE SHEETS I&4 FOR WINDOW ANCHOR " 26.16118' +7946 +701.90 +71.80 +701.90 +7190 +79.90 0 +701-90 +71.84 +7.90 +7940 �H� LOCATIONS AND QUANTITIES.SEE SHEET (4),IF REQ. FOR _ _ +7990 +7.90 +701 911 +7190 •+7140 •+7011. 811 •i7W 90 +71-90 a7W 80 +70 SB yyp�pyq II REQUIRED FOR FRAME ASSEMBLY �\ \y LYNN M/11�--] t� TUBE. S\80518° +7940 +71.90 +7140 +7940 •+7190••+>�• • 90 *7W90 +7W0 +78)-90 +7940 W�TII801 +79-0 +70190 +7.-90 +71.90 +f -m •NR 911• •+78140 +7W-0 +7-90 +7940 SEE SHEETS 1&4 FOR WINDOW ANCHORfW +7990 +7W9D +701.911 +701.0 +701 +79 +TW46 +7W90 +7140 +7940 LOCATIONS AND QUANTITIES.SEE SHEET �C N0.58705 +7990 *7-90 +7-90 +7190 +7.0 +70!-90 + . +111 +70040 +71.90 +701.90 +7a•90 3 FOR ANY FOR THE F ANCHORS REQUIRED FOR THE FRAME ASSEMBLY = 78' +70, +7190 +iW 90 +701-� +71.90 +7940 +79-90 +7140 +701.90 +71.90 47190 +79.90 TUBE. 84 +7990 +71.90 +7140 +71V-9110NW99 +7940 ••• • • pU'•, TE �S;�yLG/U`� • • • • • • • • • • ' •'•.FLORIOP'••••�j�� NOTP..B: •i i• • ••• i• • ••• i i ' /Q �, S 1)BEE SHEET 4 FORADDITIONAL SAMPLE CONFIGURATIONS. •• • • • • • ' �7llvYA A1cL�P.E. 2)SEE SHEET4 FOR SNUBBER RECUIREMEIFrS. .E,i, P 89708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: T 11: Dos „P,B,.,rre(vo9 kr Single A9 Archer Groups 3)71i6"LAW(3118 HS-.090-SG-3118 HS) ®�� kri„ Yard"wmm 7)7/8"LAW.IG:(3/18"AN-114"AIR-3/18"HS-.090"SG-3/16"HS) °dWngod"1 - Fq 13 under 2r 25.19/8• 273/4' UP 33-UY 38' 37• 9)7/8"LAW.IG:(3/16"T-1/4"AIR-3118"HS-.OW SG-3/18"HS) A` "crop 7A18 under 23• +901-130 +881-139 +9111-130 +901-130 +801130 +901-139 +80.139 •SQ+"SENTRY KURARAY AMERICA,INC. BY 2&161111• +W7.130 +W-1130 +901-139 +801-131) +90-130 +901-130 +90.130 �. 39119` +801-1130 +WlIX +90&139 +801-,30 +W-13111 +901-1130 +901.130 48` +801-1139 4986.139 +W-1130 4110-139 +801/39 +901-130 +Dd-130 80.818' + 1.130 +8d-1130 48phi30 +�-130 +80.1130 480-1130 +80-130 a Q W +W-130 +806-1130 +90130 490-130 +80-138 4994M +80.130 WINDOW W 93` 480-130 +80.130 +80-130 +80-139 +80-130 +90-130 +84.130 = J 72' +80.130 +1101.139 +tq/130 +8G-p0 +90-130 +M-130 +�I-130 N TB` +901-130 +90-130 +90.190 *1111/-130 +80-130 +00.130 +80.130 I WINDOW� � w � 84` +901-130 +x/-130 +90-130 +0111-130 +90-130 STH (Irl_ S� SERE OWANNCHEETS IHOR FOR (� 06 �7 LOCATIONS AND QUANTITIES. Z TABLE'12., Desigl pressure(psQta WNQowa ABeehed to a Vertical From Assembly Tube O 0 J LL 0 a 0 WtrldowWdh z W � h• 23' 25-I&s' 27, 3tr 33,12' 35° 37• Anchaliroup Ar Group MdarGroup Anchor Group And"Graup ArcdaGreWb MchorGrap to 04 N A 0 C Dr+7&40 E+79.77.3 CAD B CAD A B CAD A B CAD B CAD A B CAD udder 23' +701-90 +7&-90 +70.99 +ma +70.00 +70-90 +W40 +70.90 +70.89 +wn +701-90 +701.80 +701-90 +701.90 +"MID +7&90 +701.911 +7069111 a _ Z 2&18118` +7090 +7090 +70-90 +M-90 +7090 +701.90 +70.10 +M-9D +79.90 +7d-M +70.'0 +701-90 +70.911 +M-0 +74-90 +74.90 +Td 90 +701-90389/8` +701.90 t7d-71.8 +7&.80 +70690 +M4D +70.90 +7090 +7&-9D +701.90 +70-90 +7490 +7490 +70.99 +7&-1110 +M40 +701.90 +70-90 +7&-9048' +7&•711 +147.3 +70.90 +MAD +78140 +7&-90 +701.90 +7&.90 +7047.8 +70140 +7040 +701.90 +709D +7&•90 +701911 +701-90 +7d-8A9 +7d�50.518• +1•69.3 +-X3 +701-911 +7&•90 +70190 +7&•90 +7d� +711M +70.83.2 +1111a +70911 +70.90 +70.90 +70452 +701.90 +70140 +79.84.3 +7014090' +1-58.5 +-�.8 +7&-B47 +7490 +7090 070-73.9 +7490 +70.69.8 +7070.2 +701-90 +7490.3 +70.78.8 071y9D +70.742 +7090 +7&-90 +10.71.2 +T&-811Z83' +1.45.7 71 8 +7&4Q7 +701�b +1490 rJd 723 +7090 +T&98.3 +148.8 r7d90 +70.7111.& +7&-74.9 +7090 +701-71.8 +701-90 +7&886 +1$7.8 W J FRAME Uj U urmA. -� �.- ASSEMBLY TABLE 13: TUBE m Design Pressure(psQ("rWlndmAttwhedtoaHorizontal Foos AssaftTube T- T � REV N Wim adowWimh WINDOW FRAME HEIGHT ' wder23 2Ir,5618' 273/a' 30' 331JAD 35' 3P Ht T Y Lag Anchor Anwar Anchor Anchor Anchor Anchor Group Maur Gmup AD MAL Group (roup Group trap GmaP 4 All A0 A9 All B A B CAD A B CAD t0AX' 1Y81TH (1R nai o 4,iF IiEQ undar23' +7090 +7090 +7&90 +7090 +706.82.1 +7&-90 +70-7&b +7&-90 +701.90 +701.743 +7&40 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR o 26-1&18' +7090 +70190 +70.90 +7090 +7990 +78148.8 +7&-80 +70.90 +w4K +7&-9D +7&-90 (ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 36368' +7090 +7490 +7&90 +7090 ••7d410� •7d41M 47&-9! +7&-90 +78190 +701-90 +74M REQUIRED FOR THE FRAME ASSEMBLY `� �(LYNN M/1 48' *7&90 +70 *7080 +7090 *70 *7 +70h911 +&t-9111 +7&8D +70-90 I WWDOyy� TUBE. ; �X,0,.......... dee 69 *7&40 +7tY +1&40 +7&80 •+7&90a •+76 90• 47&-90 +7111-90 *70V-9) +7&90 +70/90 yt WIDTH :••410EMSF Q w +7490 +7&90 +7&90 +7040 & 7D/ +7&•9D +70140 +70-90 +706-90 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR 83' +7090 +7&90 +7&90 +7&90 +7090 +701 +70-90 +7&-90 +7&90 +7&90 +*AM LOCATIONS AND QUANTITIES SEE SHEETNo.5HORS 72• +7&99 +711.90 +7&-W +70f40 +7&-W +7d� +7011-00 +70-90 +70-90 +701-00 +70-99 3 FDR AND FORADDT E FR A E ASSE78° *T&90 +7490 +7&90 +7090 +7040 47090 +70140 +7090 *70 90 +70-90 + REQUIRED FOR TF1E FRAME ASl4Eht�Y 70-90 TUBE � 7 !•��S :•({/84' *7090 *7&tIO +7&90 *7 S TE F �V✓� • • • • • • • • • • �'O�S•.FLORIOP.•��.` SHEET1)SEE 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • •• • • •• • • • • �''�i S�0 AL�P.61 12)SEE SHEET 4 FOR 8N118BER REQUIREMENTS.4TS. P.B. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 14: a 5)7/6°LAMI.IG:(I/8"T-7/16"AIR-U8°AN-.Q90°PVB-118°AN) as com lying VIsfiD Dem Pressure U•9 br8tr�e tlMlWovw,A8 Anchor OTS ®complying with the Plmids vow 'PVB'=SUTACITE�VBBYKURARAYAMERICA,INC, Acmp08- cc S-0sm-13 wtder29• 28.10118' 27314• 30' 33117 38• 3r Fj '�O"� wrier 23• +7W-D +WM +70140 +70140 *70940 +7W40 +70140 BY 28.18N16' +701.90 +7&40 +701.80 *70130 +M91) +7W40 +W410 Pr•duc0 38-W +7W40 +701.80 +7&40 +701 9tl +7W40 +W40 +701.80 ie +70140 +70M +7W40 *7W40 +7W40 +70140 +701-80 80 8J8• +70180 *7W4o +70140 +70180 +70140 +7W�1 _+M90 �W Q BD' +MM +70140 *70140 +70140 +70140 *7W48.4 #7&44.8 W 83' +701-90 +70M +701-90 +70140 +7W47.2 +70134 +7017&8 HEIGHT Tr +7&-= +70180 +701488,8 +70141.4 +80170 +6&89.4 +801$7.8 78' *70140 ry0l4D +701.98.3 +7017&7 #8&872 +801882 a8W49.3 �WINDOW T g {� 64• +70190 +70140 +70181.3 +80170 +80141.8 W8)TH F (n $V SEE SHEETS 1&4FOR W LOCATION QUANTITIES. Z Z o TABLE 18: � r Design Preesum @a0 for W plows Attached to a Vertical From Assembly Tube U J LL Munder 23' 20411118' 2744 ndaaWDM 30• 33•U2' �' 3T Z � F ArewGroW Anchor Group AnalwGroap Andw8rotp ArmhcrGraq ArcherGrosp AnolorCroup La 4V d LLI 0D A B C D A B C&D B A,C&D A B C&O A B C&D B A,C&D B A,C&D = {(JnJ y re,,211p+701/-?&i +7&•1q +70140 +70180 +70140 +7&40 +70140 +701-90 +701.80 *7014p +70190 +70140 +71140 +70180 +7W40 0*91), +701480 +70180 +701-W Ir7&80 +70140 +70146 t7&-0 ♦lOt-� ♦701.80 +70/40 +70 0 +70140 +701.80 ♦7W� +70480 +70140 +701.80 ♦70180 +70140 +70140 +701.90Q+70/718 +70190 +70140 +70181 +701 90 +7W� +70(90 +70V40 *70140 +70 9D +701 80 +70180 +749 80 +70I BD +7WBp +70140 +70140 +701.01+147.3 +MM +70146 +1.84.6 +70140 +70%80 +7W40 +7W40 +7.80 +701.878 ♦I-W-W +700-90 +70176.6 +M40 +70180 +70180 #y014&B +7&40 Q+(.84.3 +70140 +70140 +141A +70140 +70.80 +70190 +76940 +701.0 +701$3.2 +701.80 +76W +7W74.6 +7.80 +701.89.2 +70140 +70144.3 +70180+1.46.8 #70984.7 +701.01 *1.81.8 +701.81.2 +70140 +7078.6 +70140 +70189.6 +7W-70.2 +70140 *701.80.3 *142.9 +70140 +70/74.2 *T&4&6 ♦70171.2 +7W4,L6 a. 049.6 +70180.7 +70188.8 +/•19,3 +7W77.3 ♦7W� +70172.3 +70180 r7W.6tL3 #1449 +7W� +70178.6 +/-89.8 +7W8JZ +70171.8 aTW84 N87.B +7017&B FRAME R 16'MAX.-►I ASSEMBLYUBE • 1 g (� TABLE IB• WINDOW � m Design Pmasm 9ra1)br Windows Attached m a Horizontal Frame Assembly TWca HEIGHT n m Yrgf WNdaW YVIQ91 �Q � 11f 28.1&HB' 27394• 3D' 33.1@' 34' 3T ASSEMBLY � �-- A FRAME WINDOW p Cmr4 �P QrapAnchor Anchor Anchor Anchor Amhar 47mtp AraltortRmtp AmhwCroup TUBE (4?,ff REQWOd 0 AN A9 All B A,C&D A B C&D A B C&D 10•MAX, SEE SHEETS 9&4 FOR WINDOW ANCHOR G 0 LOCATIONS AND QUANTITWS.SEE SHEEf o z t WKW23• *7&40 +70140 +70140 +70140 +70182.1 +70140 +70140 +70178.4 +7&40 +70140 +701-74.3 +7.80 ADDITIONAL 3FORANYADDITIONALANGHORS u 28.1&18' +70140 +70140 +70180 +7W90 +7W40 +70140 +7014&8 +7&40 +70140 +7&84 +70W *70140 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 38419• +70940 +7W80 +70PW *7&•80 vW416••+741040• +74140 +W40••*7&40 +70140 +70190 +7M 741•IF� TUBE. � 111 dB' +7&80 +700-0 +70180 +7&40 +7&•90 + ♦ #7&40 +70140 +7&•80 +70180 ``��Qe�y 4YNN All(�� 80•&18' +70/8D +7&40 +701.90 +70140 •+70140 •*701.96• R7&d0 •11&96• +7&40 *701.80 *' 140 +7&40 -4WIND=�- ��`Z`.•��GENSgWIDTH •''•'P �: 80' +7040 *70!80 11 +701-01 + V r 4 # 8 +701-M.8 +7&84.8 +7&44.8 +T&44.8 S3• +7&40 +70010 +70140 +70140 +7&87.2 +70147.2 #7W44 +701$4 +70184 +701-79.9 r7&79.9 +70178.8 SEE TIONS 1 8 4 FON WINDOW ANCHOR •��. �,587C5 DATIONS AND QUANTITIES.SEE 81101017 7T #70140 *701-96 #7&•BBb *7&81.8 ♦BW 70 +80170 +8018&4 +80149.4 *801.+01.4 +8&47.6 +801.87.8 +90187.6 3FORANYADDRWNALANCHOI� 78• +70490 +70140 0VIS.3 ♦7017&7 +8&412 +801672 +801482 +60145.2 +8&-4.2 *80143.3 + 433 +80143.3 REWIRED FOR THEFRAMEASS£MBLY 12 TUBE. 64' +7&40 r70h* +7&81.3 +601.74+ + +� %Nn'• � -0 E BHEET4 FOR ADDITIONW-SAMPLE CONFIGURATIONS. •• • • • • • aJerrlry�� bE. 461101017 4 FOR SNUBBER REQUIREMENTS. P•4.a ea70a i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: wa REVISED TABLE 17: Dm4n Preae (pal)for single wmdowrm a,AD Anchor Gros 6)7/8LAMI.IG:(3/16"AN-1/4°AIR-3/18"AN-.080°SG-3116°AN) .�t�with the Plarma 8)7/8"LAMI.IG:(3/16"T-1/4°AIR-3/16°AN-.09W SG-3/16"AN) 11=9=14D m-c's 9.13 wbd w%vAb umT>alc IS under 23• 28.18f18' 27-W 9C 33.112• Sr 3r 805 SENTRY BY KURARAY AMERICA,INC. BY under 23' +887-130 +881-tom +a1)/-130 +Wf•130 +901-130 +7-13D +801-738 ly Yra %78119' +80/-130 +801-739 +801-130 +901-130 +801-130 +W+13D +9W-130 31mW +801-198 +BW-ISD +901-130 +8W-130 +901.130 +BW-130 +9-130 48• +901-130 +miw +8--130 +IDI-130 +901-130 +x-130 +8-130 T 80318' +9W-130 +801-130 +901-130 +001-130 +9-130 +9W-130 +9-130 f a 80• +BW-190 +8W730 +8-130 +x!•130 +801-130 +801-130 +801.130 WINDOW W +901-130 +8061 +BW-1� HEIGHT = g or +806130 +-1-130 +801-130 +901-130 U) 72' +901.730 +801-130 +Oaf-= +W-130 +8.130 +8W-024.9 +8-•118.7 (n 78' +9W-199 +SW-130 +BW-130 •n'-13D +801-12&.2 +8#1.I%7 +901-109.8 -4 WINDOWY 84• +90/-130 +89V-130 +OW-130 +981-130 +90%118.4 (n $ SEE SHEETS 184 FOR DGS WINDOW ANCHOR LOCATIONS AND OUANTMES. Z 8 TABLE 18: d V O OWgl Pressure(psi)for Windows ASsched to a VeMed Ranm Ass;=W Tube Z a Ix 10LL m V0i0dowWfM & WW under 2W 261+118• 273M �° 33.112° �' �° a Q � Anchor Group Anchor Group Anchor Coup An"Group Anchor G" Anchor Grasp Andor Group r rn N A B C D A B CAD B A,CAD A B CAD A 8 ChD B CAD A B CAD �j 0� uf- under 23' +701.90 +70140 +701-90 +70140 +7914D +70130 +MM +701.90 +701.98 +701-90 +7--90 +70140 +70140 +701-90 +70140 +791.90 +7#14D +7W4D +MM +70140 � u Q m Q �Z 2&11718' +70146 +701.91) +70198 +701.90 +1W-90 +701.90 +701-90 +701-90 +701-90 +7W� +794D +M4D +791-90 +701-90 +7d-9D +7W3D +701.90 +701.90 +701-90 +701-90 (q Z 38,W +701-90 +7-71.8 +701.80 +70140 +701.81 +701-91) +M.90 +701.90 +7x40 +M4D +7940 +7-•80 +7W� +701.90 +70-90 +701.90 +7--90 +M.90 QW-90 +701-90 48' +701.791 +1.b7.3 +701.90 +7--96 +1•64.8 +7#1-88 +701.86 +M-80 +70r-80 +701-91) +701.87.8 +701.90 +701.90 +7-90 +20190 +7W9D +701-96 +701..90 +701.88.8 +7-•90 Y 60.618' +1�.9 +/-84.3 +701.90 +701-90 +1$1.4 +701-90 +7W-M +701-90 +79.90 +70140 +70F892 +701-96 +79.90 +701.70 +701.80 +701.88.2 +70/39 +MM +7V.84.3 +70130 ' d W g +168 6 +1.45.8 +70).84.7 +7-96 +1-61.8 +701-&1.2 +70140 +7p 76.9 +701-90 +70688.(1 +701-70.2 +7W-90 +M41OLS +701.78.6 +701-90 +7-•752 +701.90 +701.90 +70 71.2 +70940 30 ZSol r� +7af4a7 +7049.6 049.3 +701-77.3 +7-40 +7-•72.3 +701-90 +7W�.3 +1-88.9 +70140 *70176.5 +7--74.0 +7-90 +7-71.(1 +7--90 +701-M.6 NS/.B +701-98 W fn FRAME p 0 14011 10-MAX. I TUBE TABLE 19: T- c N N 08819x1 Pressure(pelt lar wNdorwa Attached to a HodnnW Frmfre Assembly Tdo r- Y, B Wbda/w1a99, + FRAME p xHEIGHT t<' tater23' 2816918' 273M• 30 33-IW 38' 37' � z� 438E-901I.Y cv m o Anchor Analm Anchor Anchor Anchor A1I6fpr .�i1 TUBE I WINDOW WIDTH I_ ADDITIONAL NAL k+ d O o Gong Grow Group Group Group Group Anahm Gra01 Ando[trwnp lw MAX --^i -min rte' (4),IF RM All Afl AO All B A,C A D A B CAD A B CAO SEE SHEETS 1 4 4 FOR VKNDOW ANCHOR under 23' +7-40 yW40 +iW30 +iW90 +7-821 +70680 +7W>� +70f-78.5 +7-30 +7-90 +7-•74.3 +7-90 ADDITIONAL DATIONS AND QUANTITIES SEE SHEET 2&19116' +70130 +7-30 +7-30 +70138 • +7W-% +7p-&16 1701'&4 +791'90 Q t701-0 +M-M (ARMOR RMIRED 3 FOR ANY FORADDTHE FR ANCHORS EASSEMBLY ��1 y LYNN Mrr� 3&316' +7-•90 +7-80 +79130 +70190 +7#1.90 +'IOY-9S •+TfWf ti'#1lA0 +74130 +7-•90 +70990 +7-•80 �fREDFORTHEFRAr�ABSEMBLY `� ��N•..... 48' +7-30 +7-36 +701.88 +7W� •+20191)• + •+ • y +70m +70m +7-•90 x70100 I Wp��NI� Qg�;...... 1.10ENSF'..t7p f /8' +7-30 +7-•88 TH +70140 +7-86 #01.90 +101.801 •+ • !TV-9 +70130 +m.00 +7-90 +20130 -yt > t •'.,•i4. 80• +701.90 +m-9D +7--90 +7-98 +701 +701 + 30 +701: +701-9(1 +7W40 +7-30 +7W901 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR _ No.58705 or +7#146 +7-90 +74130 +M40 +70M +MAN +70140 +701-" faIM +7-30 +701.80 +7-•90 3 FOR LOCATIONS DDIAND IONALQUANANCHOES. RS RS SHEET ��° 3FORANYAODRIONALAJ4CFIORB 72 +70690 +7#130 +7W w +7-90 +7-90 +701.90 +70140 +7-30 *70130 +7-9(1 +70690 +7#1 90 q� D FOR THE FRAME ASSEMBLY ', 78' +7-30 +7-40 +7W90 +70W OF dd +74 0 •+7 90 +1+190 •+701-90 +70/-90 +701.80 +i0)90 TUBE. 0 ., sT TE O W 84• +70/30 +701-90 +70130 + + 31) + %,(L`s'•F<ORIDP.•'G\`�� llim 1 HEFT 4 FOR ADDITIONAL&AMPLE CONFXK RATWRB. •• • • • • • "Pp- 2)BEE SHEET 4 FOR SNUBBERREOUIREWNTIL P.B.tlfi6708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: 1 item IAvg.O DeJfflon Material ASSEMBLY DETAILS t.t2a• 1 7002 Main Frame Head,5111&Jamb 803376 Alam NOM 8063-TB Ah1m. ALL DETAILS SHOWN FROM THE INTERIOR 291E„ ? 126' 2 7071 AkxtlorPla[e T 3 7003 Sash To Bottom&Side 0311 6063.78 Alum 062' 2.701. 4 7008 Frame Corner K Steil NOM. 5 7009 Sash Comer K Sleal 3 o"rM 1 6 7078 Frame Ga" Vinyl Foam 1.169 ___LLL... 7 7072 Sash Comer Gasket Vinyl Foam 2.76a' 2.133 B 7070 Bulb We .187°x.275° Fla PVC 70 ' w 7024 Maxim Multi-Polmlock SASH I O FRAA7E HEAD, O SASH TOP. 71 FRAME 11 7026 Lock Plate Steal SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7814 Multi-Lock Keeper Steel As REQUIRED Prdt CORNERS #7002,6063-TB #7003,-6083-Te #7W4,6003-T6 TABLE 3,SHEET 4 2 13 7013 BarGldde Nylon 1 14 7015 Tle BarAssem Steal or S8 I �^I1 1� 44.. z203• 75 7028 Maxim Dyed WW4-24" steal 16 1 7027 Maxim Dual Arra Operator,WIAh7A" Btae1 ®® jAA I 17 7030 O eraMrBBaoklaslcet Foam 7 .096' J TT —T423' Aw 18 7031 0 aretor Plate Sleet 19 7051 Operator Spam Black NYIes 3 FIXED oww 2a 7032 Stud Bracket Steal I ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 7033 ratorTrack&Slider Dual Arm steel O 97071,806378 O #7008,6083-T6 70 #134,8063-T8 22 7033 4ress,W He ,Mamd.by Truth Slow 23 7050 EgressKinpAllfashable HD Manut. Troth steel 6 24 1 Snubber Anti-blwout Clip Steal 31 Dura Seal Spacer Steal .623' 32 1713 Setft Biotic SAr x 16"x1- 4" EPOM 70� osw G 33 1714 Setting Block 32"x 7 i6"x 1- 4" EPOM es .aab' fl If .803' 357086 laud Bead B 6033-TB Alukn. 1455 1166 36 7042 Lami Bead C 6063-78 Alum. 37 7= IMI Bead D 6089-18 Alwn• t 38 1)24 vi I Bulb W tic Flmc Pvc 70 BEAD B D C 36 BEA 39 1225 Vin Bulb Wa In Flax PVC 70 � O #7038,808376 #7042,8083 TS 50 Dow 899911mnBadkbeddin INTERIOR 6D 7006 Screen Frame 3109-H14Ahan. 172• 61 XWO Screen Comer Ke PotyPropotena 62 Sween k3oth Fiberglass 1L 63 1635 Screen Spline EM.PVC 0 �% 4 .870' Q80. 64 1 320 Screen Spriog Stoweas stet r8D 134 Add-on Fla a 6483-TB Alum. FRAME i —. [ wr 7004 Frame Tulin X3.78 Alum•R832x r Ph.Pm Me&So7vPE B stowessSteal CORNERS 37 #7059 6063T6 PRODUCT REVISt1D 1157 #Bx rPh.Pn.SMS Stainless sleet 88m aa+plylefi cvim d.Ptoddn #8x e"A.PIL SATS 8teleless steel k 111 i#Bx 711r H.Ph SMS ••• i i ••• .� OXY M/� i� Revised Or. Dake: ReWalon B �"D ' 84 #8x i"R.Ph.TEK • awnt s steal • • • • • �'q� .. !F •� Ry • • ••• • `'; �1GCNS� P 85 03x 1"Quad Pn SMS s • • • • • Revbed By: DW& Rev sbn A. 86 #8 X I-Vr Quad Pn SM5 •• 8*10+&s Sto • • • •• :' too.58705 %. _ LM 5/15/151 NO CHANGE THS SHM 87 #lox Ur Ph.Pn./TIM 8tewess Steil _ 89 #10.24 x 916"Ph Po.TYPE F stainless steal CC_ ® DeacdPiron: D1Od" 98 x 1"Ph.Pn.TEK • �weea step ••• • • :;� '. j7rt tS r:l= BOM AND CORNER VIEWS J ROSOWSKI • • • • • • � �'•.,CtORtO?;.•'`�'! 41 �zz` ION.VENICE. DRIVE mie: lwie: • • • • • • • • • • CASEMENT WINDOW DETAILS-LM&SM 08/08/12 •• • • • • • • i • ��i,,S+ (r` �� P.O. BOX 1529 • •• • • •• 060 • • �iir�ONA�. �� NOKOMIS"FL 34274 Scrtes •• • • • • 1111110", /drader: ka"- ems DrovMg Na. Rev: A.LIM MskFa,P.E CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM A P.&988709 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede govteeonomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for duality 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, acid has been designed to comply with the Florida Building Code ' i e ocity H DESCRIPTION: Series"PW-701/7201820"Aluminum Fixed Window-L.M. PROV ' dow Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product l S ' QMLissim IMPACT RATING:Large and Small Missile Impact Resistant ac unl wi the manufacturer's wune o� logo;wity,�state, model/series, and following statement: "Miami-Dade County Product Control Apprbtred", unlepS-bilfrrise •. noted herein. *00.00 96 0 000000 . . . RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been; no change in the applicable building code negatively affecting the performance of th3a fwaduct. :"''' ..... TERMINATION of this NOA will occur after the expiration date or if there has 3W 13mvisioA br'r]:ange00 0 in the materials,use, and/or manufacture of the product or process.Misuse of thisNOA as an enodgrsement.. .t.... of any product,for sales, advertising or any other purposes shall automatically terglmi t .bis 11PAJailure..o:; to comply with any section of this NOA shall be cause for termination and removal of NQA. 00' . ADVERTISEMENT: The NOA number preceded by the words Miami-Dacie"Cod*nty, ]VtMd4, and•0 0��. followed by the expiration date may be displayed in advertising literature. If any portion of thh NbA 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#13-0502.03 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 Manuel Perez,P.E. NOA No.15-052&26 M1 COUNJ# piration Date: February 19,2019 ��11�7 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)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 fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted underprevious NOA No. 13-0502.03) 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 along with marked up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports Nq.... FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively, all siedand .... •• sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-1105 01) """ " ' • ...... C. CALCULATIONS ' ' """ .... . ..... 1. Anchor verification calculations and structural analysis,compl3inrv4th FI)�-5a'. •• ••• Edition (2014),dated 05/20/15,prepared by manufacturer,sigdfd Md sealedloy Anthony Lynn Miller,P.E. •• . . . . ...... 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE '••' 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manue Perez . Product Control Exa ' er NOA No.15-052&26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D3 95B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'"Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 0000 (Submitted under previous NOA No. 13-0502.03) . . ....0 ...... 4. Laboratory compliance letter for Test Reports No. FTL-3839 grid ATL-,5.0-,.dated •. 07/18/03 and 07/31/03 respectively,all signed and sealed by JoSi'pDIC.Chad,'P.OR . (Submitted under NOA No. 03-1105.01) 0 .... . ..... G. OTHERS ...... .. . ..... 1. Notice of Acceptance No. 13-0502.03,issued to PGT Industries fof their SeAts"PW- " 701/720/820"Aluminum Fixed Window–L.M.I."approved ori 07;1$/13 and eypiring...,: on 02/19/19. ..."' .. . .... . dwa4w"Jul-0-0--7 anue Per Product Controlam'.er NOA No.1 .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 7201820 DESKIN PRESSURE RATING IMPACT RATING IMPACT-RESISTANTFD(ED WINDOW VARIES, RATED FORLATIGEQ�MLL SEE SHEER 2S MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48•TIP-TO-TIP WIDTH BUILDING CODE.INCLUDING THE HIGH VELOCITY 47r' 48•BUCK WIDTH 48'BUCK WIDTH HURRICANE ZONE(HVH4 4"VISIBLE 46.1/4'VISIBLE 48.1/4'VISIBLE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN GHT WIDTH LIGHT WIDTH UGHT WIDTH PRODUCT NAND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS SHEET 8T MAX. -c-of�� INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD �"I D,SHEET 7� 8•MAX H SHEET 1. Acc Nft o rL�o LITE(CAP)MUST TEMPERED. B.SXFST 8 Data 3)FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY, I I USE ONLY MUMI-DACE COUNTY APPROVED MASONRY i M Pmdvn ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i WERE SOUTHERN PINE.ASTM COO CONCRETE MASONRY A SHEET 8 SHEET 7 I SHEET 7 0,SHEET 9 i Q �9 a E MODATE: ITL PDATE UNITS AND CONCRETE WITH N.KSI PER ANCHOR TYPE. SHEETS i !BHT I BUCK r A :07 1 4)ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO BE _ —-—-—-— --- CONSIDERED IX INSTALLATIONS.IX WOOD SUCKSARE r ,r OPTIONAL IF UNIT 19INSTALLED DIRECTLY TOSUBSTRHTE 931/4• � ; 82- � —'----____-- HEIGHT ,—_— WOOD BUCKS DEPICTED AS 2X ARE 1-1/T THICK OR IT MAX. VIS{ 1T MNL VISIBLE u GREATER.IX AND 2X BUCKS MMUSED)SHAD- O.C.O.0 I Lit D.C. I VISIBLE 8•MAX I / HEroHr DESKNEOTOPROPERLYTRANSFERLOADSTOniE HEI LIGHT O.C. STRUCTURE.WOOD BUCK DESMON AND INSTALL A'TPDN I6 T I / gg- , / HEIGHT T I / BUCK �t152 THE RESPONSIBILITY OF THE ENGINEER(EOR)OR TtP-TO I T i HEIGHT Z a ARCHITECT OF RECORD,(ACR). I TIP K p �- 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE HEIGHT I } BJH O BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I i I i 81,4r'-� Z SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT 19 USED 1 II -L. ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD LIE SEALED.OVERALL I F,SHEET e I z r .yt1 aM d SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF L,,B . 1T MAX.O.C. 8" � - 0-�► I+ 1T MAX.O.C.2•MAX � H,SHEET 8I X N �I _Q � INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 8 MAX. SHEET 7 �� p s� THE SCOPE OF THESE INSTRUCTIONS. 6'MAX.O.G Ebb O 0)MAX 1/4'SHIMS ARE REQUIRED AT EACH ANCHOR GED FRAME TYP.EQUAL-LEO FRAME TYP.FIN FRAME ELEVATION O Y �- z z c LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION CRESTED UNIT) TESTED UNI O O C �z az F a LL SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLED LOADS.WOOD BUCKS,BY OTHERS,MUST BE LU `' SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: SHAPES ASHOWN BELOW SIMILAR MAYBE USED BY 043CRIMNG THE SHAPE IN A BLACK id THEM BY THE WINDOW. GUIDE TO SHEETS: 1T O 1 45 MA71,C. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROMTHE TABLES ON SHEETS 2-B. ® N on 7)DESIGN PRESSURES: GENERAL NOTES_......_..».._._.1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 1T O.C.MAX FOR ALL CURVED FRAME z V) N A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS..............._...»...».1 \ MEMBERS,SEE FIGURE 1,THIS SHEET. BwimHm TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS..........._....»2-8 8 z E1300. ® DEMON PRESSURES........._......2-6 1T O.C. �------WIDTH --'i {f WIDTH--I WIDTH--H I" �_- i Lu 17 IT B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE...»._._.,6 MAX r —— ——-I T —— l I 1 PRESSURE.BTRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG_._..8 I T I I I T L ANALYSIS AND GLASS PER ASTM 151300. INSTALLATION,INT.FIN A.._._....B Z INSTALLATION.INT.FIN B.» ....9 j�py5 8)THE ANCHORAGE METHODS SHOWN HAVE AFFN CORNER A88EMBLY...._._.».......10 e' / I I I 1 I I =) I LL GW.9 O. DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFLLE3.......»..».10 MAX TO THE REQUIRED DESIGN PRESSURE THE 33.113%STRESS PARTS LIST.................___....._.10 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS T. WIDTH }.-.WIDTH-•i I--WIDTH-H I.-WIDTH+I `Li t l l l I i 1!f f/f PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TAB(t50: •• • • • • • `.• ~— — — — — 1 r 'i �� }Y LYNN �i�, THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT • • • • r—— • ! COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS M S{reet I ; i-KENS•'•.•F SHALL MEET THE REQUIREMENTS OF THE FLORIDA • •• • •DO�IpiYn • F p BUILDING CODE FOR CORROSIONRESISTANGE 1 !16'Len1 IB'AA-. IRIS N • 2 x _ No.b8T05 •7/ 1 3n 2 - 9)REFERENCES:TEST REPORTS fTL-3836.3860 a 7212; 1-1na•tamL a T-711 •3/1 •.oqv File•afw 3 1. i 1-L— J .L L J "v - _ ELCO ULTRACON MOA;t3C0 CRETEFLEX MOA;ANSVAFaPA 4 1.1!16•Lead. 18• - !6'Afr.•31 HS-. AVB•3118"HB 3 _, WIDTH....I I.'_WIDTH+I yy�TM -7J •• 7,�, s NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN B 7/18'Land 18'An-.0�90- An 4 I'--�DTM —- �——— — — ——— ;O� 3 7 ��' 8 l�lsml 1 •. •3118'10)TH£720 gERIES USES A PVB INTERLAYER,THE820 - 1 Lend. 'T-/ A9- -. -3/18•��M , s• I I p7�.-.... � SERIES USES AN SG INTERLAYER.THE 720 AND MO SERIES 1- 8' L 8'T- -3n8` I i f, /fli/�I' MAY ALSO BE REFERRED AS THE 701 SERIES. 1w. 915 WTERUIYEW"KURARAY AMERICA INC. 1 •pV8'a 1RIRARILY BIfTAG1 INTER11YER'B`XURARAY AMERICA INC. i L A LYNN MILLER.PE. P.FJ om • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Window Design Pleesere(+1-,Pal)for Giese Type 1 65) 7/18'LAMINATED 67.7/8 72 1 78 so 84 a 1 92 96 108 104 109.112 GLASS STACK so «1.80 +l-m -80 +1.60 +t +l +1.80 71-0 H-80 +/-80 4440 32 +140 +640 4 --+W- +180 •80 +140 +140 H4D 6140 44D MW PVB INTERLAYER 34 +140 -.1:15- 4� +l -+/W-- +180 +7140 +!$0 *140 -W79 +1-79.4 3t18'HEAT STRENGTHENED GLASS 38 +180 +l +1 H40 8D +180 rf-79.7 4-7r. H &1 H-73.4 *1•712 X18'ANNEALED GLASS PRODUCT RBVISBD H *140 480 +140 +f N-7&l 0.75.2 026 +1. .3 4448.5 0-06.3e°ca°@I'Y1°O ��RImWe 40 +l +149 440 +1.78.9 y-77.2 +1-43 «I-1.3 +47.8 +1 1 +143.4 +1.61.0 4 11 Buadms SND " 42 +180 +1.80 480 +1-TI.4 4/-743 4.71.9 H4&2 H 7 0-61.6 N-59.8 H-5&2 retlimDnto F( 44 +l H40 +1•78.9 +1-75.4 +1.71.1 614&9 44&8 +1422 0 1.1 4f .5 LISEEASEIATVcept- ED 48 +l 040 H•77.2 +1.73.8 +1-70.1 41-6& N *14&3 +187.7 FRAME MEMBERS ONLY 28 a1�3 SITE �+- LONG SIDE BY 1 Product 40 41.80 +1.7&3 +•7b.8 +/•71. +f .3 +1449 +141.5 4-58.2 ®11-718'0.(C.MAX. 50 40 +1.77.8 4.4.1 +1.70.3 +149.7 71431 H 59.7 1-3 52 41-79.1 +7- 6 +1•a 4 * .1 *141.b SHORT yy < NO CHANGE IS SHEET I 64 «1-77-4 +l- 8 *1- .5 +141. +143.8 EXTERIOR SIDE Y/ a DA E:0702M5 +1• B N-72 4.68.5 +bW3 20 13 m 50 +1-42 *f 70.3 +148.8 k 6D +.2 *188.7 046 GLASS TYPE 1 u 84 +14&7 +148.5 f+�-- LONG SIDE -+'•� A +t8&3 87.718 +1 7 0) Y Q SHORT Lz-Al 1 DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1-FROM THE T6'-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE2)FOR SLZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DON IONS COMPLETELY FIT WITHIN. a 0 TABID DIMENSIONS MAY BE J A X QQ Z ORIENTED VERTICALLY OR Z f'i a uJ. 7b z HORIZONTALLY AS SHOWN �U XN r � �a goON TABLE 3 Window Design Pressure(+1y pef)for(Mass Type 3 o O Z o �Z O Z .r W LL 10'N J O / 1- � 1- p 14 14 1 104 1+1.0 I 7118' TED cV � +1.80 +l +180 N40 +/-tUl «/8D «180 +140 N +f4D STACK I GLA888T � 32 +140 41.80 480 +140 +180 +140 440 4440 +180 +f 46 I 3H6'HEAT I SHORT 34 440 +140 +180 +l *140 +tom +180 4.60 +140 H '^1 38 *1 +1.80 «140 N40 +40 +1.80 *18D +l +1 +1.80 N40 3116' EMPEREO GLASS STRENOTHE D GLASS SIDE Z ..., a) +/40 + +1-80 +/•50 *140 +1.80 ---+TU-- N79.4 +/-78.4 N 74.3 3KW AN ED GLASS � � � f% FZ 40 *1 H-80 040 H40 +180 4 +1.60 +1.71.7 N•73. *1-70.8 +1.89 7/IV AIR SPACE AW PV8 C] W 42 +140 4411 +14D *140 4 +/ +1.73.1 +149.6 4-08.9 4.88.2 11 INTER LA E Q+� 44 +1.00 + -+/.go 0.80 048 +I- .6 H.•4.1 +l• 3 0-47.8 +143.9 Z 1 46 71 0 rl40 040 6140 H• .2 +/-7&4 W-T1.7 +1.88.1 +145.1 6 I ,yy LONGCD 0 +/ H40 + N81) «I-77. +1-73. +1-418.5 4•S&B USED AT RVED BB B!8 Y/ SLOE W 4 +/ +J 4/-79.4 N-7 3 +1.71.3 +147.6 FRAME ONLY 28 52 +! +1 +1-7/.7 H• .5 +1 6 801'1.7/8'O. .MAX. GLASS 54 +! N +1.79.8 41.76 +1•71.8 1.3 Nrtt be +180 +140 W-77.5 +1•73b \`�1 L 1171 69 0 0.79.4 +I-T5-.4 `�� NY LYNN Mi So 780 N•77. +1.73,5 22 21 13 SHORT `.� L\GENS,*4F)f 62 +140 1.76.8 84 N•7&6 +174 . . • GLASS TYPE 3 No.16705 ` ea *1•n.2 87-7!8 N-749 • • • • • • • •• _ NOTES; 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WONOOW3,SUBTRACT i'FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �' t� •�. mz 2)FOR SIZES NOT SHOWN,ROUND,UNTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Q'• S7 F ;•af(/ 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN•TIi6T1ABLE ABOVE V M MTHE OVERALL DIM&ISIONS COMPLETELY FIT WITHIN. • • • • • • • • • • '�C•''FI�OP'�Com•.` •• • • • • • • • • •• • • • • • A.LYNN MILLER.PE. P.El58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 4. i indow Deso P1eeeBTe(+1-,pen for Elm IWM 2&4 Lam Swe 00) 87-WO 1 72 78 BO 84 88 92 100 104 109.112 11 118 4 124 128 32 1 140 144 30 +I-SD +/-1 + H —713r- N +140 040 H30 +140 +140 +l +140 +1 +l-w +140 H +I-8DN40 +140 +J 80 +1-60 N40 H +l + • +J30 N N N +30 +140 +f40 H +f40 +190 H •/8p H40 +140 +140 •130 +f40 +f N +40 +140 H40 N40 +40 N N H40 +l30 pRODI1CT RBVI3HD H-90 +1.80 +1-90 N40 N +140 +! +lm +140 H +l +1 H30 +l.80 N4D H �rn�P1Y�3 with Ow 6Tar[da 38 H40 +l +/•80 N•BO Hill d80 N H +l +l +! +1.88 +ISO •F80 AomptBultdingCom 40 VW— +14D 030 N30 N40 N +1 +f40 +/4D +140 H-- +130 AcapmuwNo�6 O.��S� p 42 +140 +I30 +140 M H +I +1.00 +1410 +/40 +/ +bw Data f 44 030 +1 N40 +14D 040 +1 N48 +w +/ +! BY 030 +140 +140 +140 +140 + +1 41.W +130 9 —+/:M— H40 0 +40 +1• 44-OD N +i-8D +l H H N• N +130 +140 a O G (3E TH SHE •1� +3p + +140 4:0 H N 791 :07 15 64 N N H-wBe •I-88 m +/.0 +140 H� +lWf - 59 +I-BD +l-SD +l y ts 80 H40 +140 82 0.00 +140 a 84 030 +/40 BB -80 I S2 Q S7-f8 N-80 L, �a 1)1)SICK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TD'-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. p a o 2)FOR SIZES NOT SHOWN,ROUND 1,e TO THE NEXT AVAILABLE SHORT OR LONG DIMEN8KIN. }N a eln0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITH04. (O 1UZW m0 O 1-1116'NOM, TABLE DIMENSIONS MAY BE tiW^> Y •- (5N o � ORIENTED VERTICALLY OR o r 7/18'LAMINATED GLASS STACK I I I 7?fiWGLALAMINATED STACK HORIZONTALLY AS SHOWN. Z d J O CLASS STACK ONG PVB INTERLAYER 3/18'TEMPERED GLASS 3118'HEAT STRENGTHENED GLASS SIDE 3118'HEAT 3mv HEAT STRENGTHENED GLASS �� LONG SIDE W In 3MW HEAT STRENGTHENED GLASS Mars STRENGTHENED GLASS 7118'AIR SPACE 090'PVB INTERLAYER � � Z j to 4 11 11 SHORT �j 30 5 eu>E y/ SHORT s G e USEDBE CURVED USED AT CURVED Z FRAME MEMBERS ONLY 8/8' SIDE O (+j 1 t 7B'O.C.MAX GLASS SITE FRAME MEMBERS IX4IX4M4ALYX ZS GLASS SITE Z $1 1-3 1-3 ?i LONG 8 —� 20 13 G'7 22 21 13 arta roses eat eSDT LONG GLASS TYPE 2 �NII<YNN1MGLA33 TYPE 4 I • • •• • • • • • \��?:'�\GENS(=''•,ESQ �� • •• • • • • •ee • • • • • • • • e • �tr� NO,58705 •� SHORT SIDE • •• • • •• • • • • rrrrfllr��``', •• • • • • • A.LYNN MILLER,P.E. P.E9687� ••• • • • • ••• • • • •• •• • • • •• •• TABLE 5: Window Design Pressure(+k pet)for Gins Type 5 mg ) 7H8'LAMINATED 8!•718 72 8o 84 92 98 100 104 109.1f2 GLASS STACK I 30 +9�-126.4 +9W1 +9Q1.115.6 -1 1.5 +9G-1 5 + •108 «9G- 5 + -03.6 +9a-1 • -100.7 «90.97.9 ,09•SG INTERLAYER 32 +901-148.9 x90'•1108 + •1 .3 * -01.8 7 +9{N•85.T +044-3 +907-910 «9N•90 +149.9 H• 34 70--l" +9_103 •88.8 A +9041.8 H 2 +/84.4 +/8L5 +1801 +179.6 «/79.4 3/10'ANNEALED GLASS 38 Hl-1028 +0 97.1 8 ,9 788.6 782 «1.78.7 N-Ti.2 +175.1 H 71 +1-722 3198"ANNEALED GLASS PRODUCT REVISED +97.922 N48.7 7.83.2 .7 +1•781 +1-762 7.725 +/- 3 +146.5 7 t�comlMyia9�vI1h 068 F ut& 40 90.0 +1882 +1•x.6 N• .8 H• -2 H-74.3 +1.11.3 H$/.9 +1415.1 x141&4 +184.8 4 11 BuiI Codo t6 B 2 42 +10-91.3 +/80.7 0807 477.4 N-74.3 W-71.3 +l +1.847 +141.8 +1-59.8 +1882 UBEDATCIJRVED IL P 6p� '0 44 0883 +142.4 +08.9 H-75.4 +1• .1 4 9 +/858 +1422 +l 7 44T. FRAME MEMBERS ONLY 20 Kv 48 +1.864 +140,6 +1•772 +1-73.8 7.70.1 8 ♦ 8 +1803 7 .7 @ 11-716'O.C.MAX, GLASS SITE �- LONG SIDE Sy 46 -7-140- 4.78.9 +1.75.8 H-7t.9 H88. 44.8 +18.8 H-6S2 pde 60 +1.00 0-77.5 H•4.1 +170 +14B.7 4 1 7-607 1-3 52 H•Ot H-158 +7.724 -7+w- H t +f. +1- .4 7.738 ;/' 5 747.3 443.5 t 13 BSI NO CHANGE 7 02/5 THR T H•58 4-72 +1888 «i 3 C] 20 774 H• .3 +140.6 00 � 0.727 4437 H85 GLASS TYPE 5 62 +1.71.2 +/8L1 u 64 +589.7 +/•86.5 �- LONG SIDE -+j 88 +I*a3 eb +187 r 4 Q 1) DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP.TO•TP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT Sn •AOa 2)FOR SIMS NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. > 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. G Q 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL LEG WINDOWS.QO NOT USE WITH FIN-FRAMED WINDOWS. TABLE DIMENSIONS MAYBE N ORIENTED VERTICALLY OR O LU HORIZONTALLY AS SHOWN. _ p LL Pr Q TABLE 6: Window Design Preaswe(#,1�for Wass Type 7 r O O rr o 61-718 72 78 re as 100 104 109.1/2 1-1H8'NOM. Z LL F tD O 30 +9oJ-13o .96r-430 +9m-4 +�ra28 +8N-71.8 r9�-119. +9pf.11S1 +9�at «9a-1166 +901-12.7 7591697 GLASS STACK 7/16'LAMINATED 1�L +901-1 +80-126t + 7.11&9 +90.14. 1. -'(08.1 +04W •102.4 +8-102 +geLlM.4 +0.99.7 GLASS STACK K I' 34 -723.1 +9-11 4 +�/•111.T * 7.5 + -1 +9_997 +80.953 + •921 HI0 5 +1-90 +189.6 � SHORTy36 +90.11 - 8 •1 + -100.5 +90• 8 + 3 +849 +823 H 4.2 3tlfrTEMPEREDGLASS 3H8'ANNEALEOOIAS9 SIDE38 +901.111. •1 2 •91.1 H4S2 «184.9 +1-SL9 +f 714 0.78.4 +1.74.3 3!'16'ANNEALED GLASS40 +010!• 9 + S9. 834 +80�.1 +1.67.2 +184 0808 +f-767 H•73 8 x/•70.9 +189 7H8°ADtSPACE A0'SOINTERLAYER42 + .2 +90.957 +110912 +187.4 084 +1 8 +f-Tl +1731 +f 8 40 H 44 +9088. +80 .7 +89.1 +1-852 +1$1.4 4.77.8 N-74.1 H .3 +1 .8 H .9 11 46 +9- .5 +9-91.3 4872 +143. +1•79.2 7.754 4.71.7 +/ i +! .1 548 +8091.8 N498 +854 741.2 .n.a +1• +498 +458 �� LONG +t 4443.7 +-79.4 *b . H- H USED AT CURVED �, SIDE52 +149.4 x1856 6 +141. +1 H FRAME MEMBERS M Y 28GL.P SS BI511-718'O.C.MAX.54 787.$ H 4 H. sf- +/•1.SO � •x00 wpe H•85 +! 4 047B +1-7&8 � X4141111711/J/ 60 )_4118 +5.704 H-75.4 H-77.8 H-73. LYNAtB4 8 0.76.8 a 22 21 13 SSIDE ;.`��•�`�`�41GENS'�9/(�F�i��i 0-74 1 as +177.2 • • • ••• • GLASS TYPE 7 87.718 7.749 • • • i No.50705 1 DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TI'DIMENSION TO DETERMINE THE SUCK DIMENSION. . 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. -0.. 0. 7rllS�' 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSION8 COMPLETELY FR YJITHIId. o STA1f/w� 4)THIS SHEET APPLIES ONLY TO RANGE AND EQUAL-LEG WINDOWS.DO 10MOISE WITH RN-FRAM1EO WINDOWS. • •• • • •• • • • • �l.� •• • • • • • aL4NNFA P.E P.E989706 ••• • • • • ••• • • • • • • • • • • • • • •• •• •• ••• •• •• •• ••• • • • • TABLE 7. Window Design Pressure(*p9Q for Glass TVptts 8&8 Laig sm OR) 87.7/8 72 78 80 84 100 104 7 t/2 112 118 120 1 192 138 1 744 • -130 -901.130 130 •13D +901.130 +901-1 .901-130 ♦ 4 •1 +90-1 +901-130 +901.130 ,00!•130 +907-1 ♦901.130 • •1 + + +9014W -801.130 •130 +1K0-130 +1f01430 .907.1 +907. • -1 -130 +901.130 +90-130 +801-130 + -730 +901.1 ♦901.1 +80V-1 •1 ♦ .136 •1 +811-130 34 +0420 . .13D +W.13D +9W13D +901-3D +901-130 +911-1 +90-13D +861-130 •90-730 + .13D +901-130 •90f-f •130 r .30 +9p/-7 +8D/-130 PRODIICPREVISED 36 +0.130 +W.1 , .130 +901• + •31) •190 •13D +901.130 ♦90t•30 4 . -1 .130 +901.738 .901.1 +90-1 •1 aBuilding s wmpIft with"ple tBa 38 +901.30 •907.130 +901- -t +801.1 ♦ •1 +90-130 +901.1 •30 +806130 +901• +801.1 +909.1 2 + •12.3 A-p NeIS-05 �• 40 +901.1 +=4W +901-30 .W-130 .801.130 +W.130 7_61x_ a ,90426.6 +0.123.2 , •1 Date lq +909.1 +9p-130 .901.130 .961.130 +861-130 • .7 .1 .3 +9x'-72&2 ,I�'-119. -1 44 -1 +901.1 + •130 .901.1 +901-1 +901-1 +901-136 •124. : .11.4 •1 B 46 +901.130 + 1.130 + .1,90 +90-130 .901.30 +9Qf-1 +g6r-128.9 + .1 8 +96'•11. Mlem +0.1 +W.130 M01.3D +901.130 + -1 +90f-129.7 +801.1 +W.11&5 so +1011.130 +M•130 +W430 + +801-130 +907.1 .47-118. 52 +801.130 +9m-130 Z3D .W-13D +901•t36 + .t23 a O GE H SHE 54 +1a/-130 .130 ,sD9.1 -1 . w. .1 ATE:O 18 55 +901• +9G-13D +901-130 +83H•129 8 86 +! -1 +BOt-130 + •1 rc 80 +90-130 •13D +89.61-1 .1 1 82 -130 ♦90-13D •!111- +90-130 co d NOTES: 1)BUCK DIMENSKINS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TO'-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSIM p QQQ� 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. y.� e1 3)FOR ARCHITECTURAL W WDOWS,FIND THE SMALLEST WINDOW BRE N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Q 11 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO W04DOW3.DO NOT USE NTH F04-FRANIED WINDCWB. V 9 �R =W ,rd Ti td W N O ZW m O _ 0 aru TABLE DIMENSIONS NIAY BE o> ORIENTF�VERTICALLY OR G Z 0.6 -i Z0 N o t-1118'NOM. HORIZOWTALLY AS SHOWN F W C 7tUr LAMINATED GLASS STACK 7118'LAMINATED LONG mm GLASS STACK I I GLASS STACK SIDE 6 3118'HEAT STRENGTHENED GLASS �- LONG SIDE H ~ .080'80 INTERLAYER 3116'TEMPERED GLASS ® N 1 y 3118'HEAT **AIRSPACE HEAT STRENGTHENED GLASS Z 3118'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711SG INTERLAYER SHORT �j Rig SIDE SHORT `tl' OWC 4 11 SIDEZUSED AT CURVED FRAMEMEMBERSONL 28 896' FRAME SMEMBER60ED AT NLY(ffi11-T/6'O.C.MAX GLASS BITE (�11-716'0.G A1AX61TE1-3 LONG SO)E u_EXTESHORTLONG19 22 SIDE Y/ SIDE `�� ONV LYNN GLASS TYPE$ • • •• • • • • • GLASS TYPE$ C' •• ••• •• • • • •• fN0.58705 "1 SIDE :��'� S • ••• • ••• • • T 0OM • ••i i • ••• i • ••• i i //S�ONAL • •• • • •• • • • • /y/i/11 % •• • • • • • A LYNN MILLER.P.E. P.E.O D8m ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOW BUCKSTRWINSTALLATION EDGE OR FRAMING ME INSTALLATION ,TYPE EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A IW MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIA1 TYP.ANCHOR TYPE.EMBEDMENT ANDEDGE PRODucr REVISED Orem p EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE e 8 SEE TABLE 8.THIS SHEET .-'+ A�eo�No 15 DISTANCE : t-IW MAXBY 1 SHIM 1 Pit rami 4 TYP.ANCHOR TYPE, r e- EMBEDMENT AND EDGE j Q N CHAN S 11 DISTANCE PERSUBSTRATE, - :07/02/16 SEE TABLE 8,THIS SHEET 11 mt USED AT CURVED EXTERIOR 28 FRAME MEMBERS ONLY (�11-718'O.C.MAX CONGRETWOMU4 11 � I � VISIBLE uOHT YiAD7H= --..•I 6 RE R ANCHOR H'" WINDOW BUCK WIOTH-2.314• WINDOW 13UCK WIDTH CONCRETEICMU S < WINDOW EXTERIORTIP TO-TIP WINDOW WIDTH PER ANCHORBUCK a REQUIREMENT O r, HEIGHT 1r4•MAX.SHIM HORIZONTAL SECTION A-A C7 eat n �e0 TIP-TO-TIP Of Z WINDOW #12 STEEL ji PI� d HEIGHT VISIBLE SELF-DRB.LING SMS TABLE 8: U' LIGHT (GS).SEE TABLE S. Edge Mex O. . WU U X A HEIGHT- THIS SHEET Andw Substrate DiettrAo Min•Embedmem S F Z O U 'oat WINDOW F BUCK P.T. m L�0-0wO a- HEIGHT- INSTALLATION 012 or#1441089 Screw Ak01t el °� o 23/4" LL METHOD D steel atna LGL +mm a.oasle. 1r Z o O INSTALLATION ANCHOR P.T. Plre Ge0.69) BJ18' 1 Z t0 UNDERNEATH THE812 or 814 Steel Screw(OB) m,W113-T8 Mir,BEADING A98 steels Steel Or.33 rL 9H8' 0 1s• 1r ® i"5 �j U MLI C30, 2-117 14 1 21 MIAMI-DADE APPROVED MULLION V4'410 88 OretsFlex Concrete(min.3.95 ks8 V 1.314• 1r (SEE SEPERATE NOAt ALUMINUM. Ceremts .285 k T dS N B STEEL FRAMING OR STEEL STUD. Conon#e 2.SSIuB 2-1P2` law zZ SEE SABLE$,THIS PROPERTIES,SHEET 'U4'8tee1 Ultneal U.(A8 C80 1 1.114• 12' LU EOrolBedLM1U rrr2- 1.3H4' p r 114'MAX BNIM Cerroret• .3. ke 1-V4' cHr92 8P18"stoatu�aoon 2-ur 1 4• tr a •MIN.OF 3 TH4HEADS BEYDt•1D THE METAL SUBSTRATE. o ll •vea0 wires 1X WOOD BUCK8TRIP, SEE NOT.i 0 SHEET• • • •• `\1101�NY ' o... CONCRETEPfIi • • • • • 8. AND • • • • •••IN$M.LATION NOTES:.. 11GENSF' fQQ it v •° v .�(' . . REQUIREt�NT• • • • • V — �Yi •'.7+T •.• ••• •• • • •I.$&ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.507!]G • •• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BACKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r.1X WOOD BUCKS AREEDGE AS IMp 7 �S LU INSTALLATION .D TMCE TYP.ANCHOR TYPE EMBEDMENT OPTIONAL IF UNIT CAN U INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS RASADEPICTED ROVED ARE AUTHOR" THICK OR GREATER. �•, PND EDB!8Nl1TANCE PER **9 NSTALLAB'ION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENCi1NEERED BY OTHERS OR A8 APPROVED BY AUTHORITY HAVING �n�•, ST TE TYPES ,ANDam2imsTANcELEd,THIrIEET •JURISBICTION. �` '•.:°CORIOA.•' �� VERTIC CTION B-B•.: ••• • • • • • • •• • • •• •�.1OItT73iCHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TO THE WNDOW FRAME. •'r!s`510NAli—Eti�C�• I/II ill%•� •• • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.tl wm ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING.SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 7X WOODiGIt'Y(STRW, EMBEDMENT SEE NOTE 2,THIS SHEET a INSTALLATION - r— SH AX TYP.ANCHOR TYPE,EMBEDMENT AND E TYPE E EMBEDMENT EDGE DISTANCE PER SUBSTRATE. DGE PRODUCT REVISED -.:.n. . B DISTANCE es°0°rWYmB tvUh Om Plmlde EDGE SEE TABLE 0.THIS SHEET '.. DISTANCE 2 AcveplmxeIS t-lw MAX 2 SHIM 1W i Product a TYP.ANCHOR TYPE, EMBEDMENTANDEDGE a NO CHANGE THIS HET 11 DISTANCE PER SUBSTRATE, b SEE TABLE 9,THIS SHEET 11 !� AT :07 15 ro USED AT CURVED 4 29 FRAME MEN9E1ffi ONLY I 6 .; ''• t. (.$11-7/8'O.C.MAX. CONCRETEICMU I VISIBLE LIGHT WIDTH a WINDOW BUCK WIDTH-2-314' PER ANCHOR WINDOW BUCK WIDTH REQUIREMENT r"' CONCRETEM• . M Q WINDOWANCROR UGKHORIZONTAL SECTION C-C QU u a VVoJ� 42 HEIGHT 1/4•MAX.SHIM 012 STEEL O 0.0.- SELF43RILLING SMS VISIBLE ( THIS 6 ET TABLE 9: zz U�I �Ci G� LIGHT ` Edp Mtn.Bmtwdmem D.C. U U X ul d H Atmhor Substage Dim a ao1M Z WINDOW F.Y.scullem pine 90 da C') °N HEIGHT- ot2mo14410888orow 8089• fin. 3/8' 0.083 1Y W O 2-3x4• INSTALLATION t,_ TYPE H Sleet Or.33 318' aoas 1 Oa• IF n z F z O P.M. Pore 8O=o.65 u 13B' 1Y —W- EXTERIOR012 or oto Steel Sam(Gn) .008376 min. 3!8' U.m(Lo � A31etcr t teal Wd 0r.. o.33 min. 0.048'Fit• 1 MAAB-DARE APPROVED MULLION 114.410 38 CreteFloX U od aNU TM C� 2-1/2' 1- y SEE SEPERATE NOR),ALUMINUM, Con°tete(min.3.361x9 1• 1314' 1Y �+� z 21 l C°irerete t• t-314' tY STEEL FRAMING OR STEEL SND. ° B CetmreLe zoo 2 vY 1318 1Y z SEE SUBSTRATE&T t PROPERTIES, 114'81ee1 Uliaoon � � o TABLEB.THISSHEET U�rout CMU Com) 2-VY 1-w'r 1 5 fboute0 CMU TM C 2 /Y 1 4' tY t q UL Ll r-•1/4•MAX SHIM Cm me(min.3.8 kei 1-V 1314 tY 0FC3l !y J1.. 8/18.81ee1 U6ro°en Gro 'm 2- 1 tY �S IL MLN.OF 3 THREADS BEYOND THE METAL SUBSTRATE •°sep seises 1X WOOD BUCKSTWP, SEE NOTE 2,THIS SHEET LYNN • • • • • • • • • �Q1.' L,ICENSF'��F CONCIIETE <. ;. a s +•• �iPE�I•• ••• EwEDMENT • •• •i •i IN•WALLATX4 NOTES:7 -T F' _ No.58705 x ME ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ IT INSTALLATION Y� 2.WOOD SUCKS DEPICTED ON THIS SHEET AS-Or,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-V2'.1XWOOD SUCKS ARE ! TYPE Ems' TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CCNCRETE.WOOD SUCKS DEPICTEDAS2k•ARE 1-1(Y THICK OR GREATERDISTANCE •ANpEEOE DISTANOE PER••• •INSTALMATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENtGNEERED SY OTHERS OR AS APPROVED BY AUTHORITY HAVIL�Ki .. F� E OF 1� • VBSJIATE,SEE.ABFE S.TS SHEET: f Pl jlDI.ON. ,�s/. ORIDA.�^�•C VERTICAL SECTION D-N• • • • • • • F A ACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SRE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. C .. • •. jt •• • • • •4.IF AIWLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.Edlb0705 • • • • • • • • • • • •• •• • • • •• •• TYP.ANCHOR TYPE, 2X WOOD SUCKSTRIP EMBEDMENT AND EDGE —�I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2.THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE DISTANCE � V4'MAX EDGE DISTANCE INSTALLATION D DISTANCE SHIM TYPE I n 2x WOOD BUCKSTRIP PRODUCT REVISED U 2X WOOD SUCKSTRIP OR FRAMING,SEE D wm{dYing�at6 tho Pimtda 6pild0tg Coda n, OTE 2,THIS SHEET OR FRAMING,SEE NOTE 2,THIS SHEET mtae t5 O 9 V4'KW TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE. Date PtoQtki 4 8 SEE TABLE 10,THIS SHEET tv EMBEDMENT EMBEDMENT NO ETH S S 11 3 E :07 1 USED AT CURVED 26 FRAME MEMBERS ONLY v (�11-78'O.C.MAX. 11 EXTERIOR P Q a WINDOW 4 11 I V 0 BUCK I VIS03LE LIGHT WIDTH= ,—...I 8 a p .- HEIGHT V4'MAX SHIM t� WINDOWBUCKWIDTH-2-/4" WINDOW BUCK WIDTH N'Q LIGHT HORIZONTAL SECTION E-E z to LL IA vIs1BLE INSTALLATION HEIGHT 4 TYPE L U Q X y S av WINDOW BUCK 810STEEL c 00 o HEIGHT- SELF-DRILLING 3M3 2.314" (08).SEE TABLE 10. r Z d Z .. THIS SHEET TABLE 10: MhL Edge Max.O.C. a0 A�hor Sabebete DIdwoe 8 H 2-1 x. Box P.7. em Ire 0 Z 2.1/2"x.131.Oxrenwn Nail •M F 2-112"x.14 P.T.8adhem Plrre 0 3I8 8` r- 21 T.Btxdltera Plrre (3Q0.88 1/2' S' •a 8 2X WOOD BUCKSTRIP EXTERI O.Og1'A 8033 T6 rrdn. SMB' 8' u Z OR FRAMING,SEE 810 x 1'SW Some V18`A eel 8M8' 8' NOTE 2,THS SHEET 0.048° 18 Oa Ste r.33 8 �1/4"MAX SHIM MIANU-DADE APPROVED MULLION •MM.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 17rSiy (SEE SEPERATE NOA),ALUMINUM, STEEL FRAMING OR STEEL STUD. oA! 'asap SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 10,THIS SHEET TYPE J o ••• • • • • • •• F;• • • • • • • • • �� rOC�..LYNA GE DSTANVE •s • • • • • �� .''WICENSF'•.� • •• • • • • ••• • • • • • • • •INSTAtLAT1ON NOTES: •• • • •• • • • •• tr' N0.58705 �r TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �+ EMBEDMENT AND EDGE DISTANCE PER '1•"- SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WIND BUCKS DEPICTED ON THIS SHEET AS'1X',ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1YC.1XWOOD BUCKS ARE U' Gl�+'}�} QPT 1 IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOW BUCKS DEPICTED AS-W ARE 1-1YP THICK OR GREATER. '� / S �\ VERTICAL SECTION F-F' ' ' • • • •I�FjyfAyA71pN To THE SUBSTRATE OF WOOD BUCKS TO SE ENOINEERED BYUTHERS OR AS APPROVED SY AUTHORITY HAVING ;tam•, srnre of w� • •.• • ••• •• •• ••• •• • •3.IbRRTTRCHMEN7 TO METAL:THE STRUCTURAL MEMBER 8HALL SE OF A SIZE TO PROVI6E FULL SUPPORT TO THE WINDOW FRAME. �PS IONAL' �G�• •• • • • • • t 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NDA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.EA 88708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f n 2X WOOD SUCKSTRIP EDGE oR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET FOR THIS INSTALLATION TYPE N INSTALLATION TYPE M EMBEDMENT METHOD ONLY, FOR THIS WSTALLHTK>N I114*MAX ANCHORS MAYBE.•MORE THAN 8'O.C. 'ANCHORS MAY NO C'�7 EMBEDMENT I SHIM PXWOODBUCKSTRIP,SEE PRODUCT REVISED •MORE THAN T O.C. 1 j U 2X WOOD SUCKS7RIP NOTE 2.THIS SHAT as wmpift W6k Ore Fk�Tlda —L ORFRAMMSEE BuildingCde 5� NOTE 2,THIS SHEET km"No s- 94 I --T-19'MAX TYP.ANCHOR TYPE,EMBEDMENT AND RY 3 SHIM EDGE DISTANCE PER SUBSTRATE, ICantrd 4 TYP.ANCHOR TYPE, B SEE TABLE 11.THIS SHEETi'. EMBEDMENT B EA s EDGE NO 3 a NO CO .0 IS H 11 SEE TABLE 11,THIS SHEET m USED AT CURVED STA15 N - EXTERIOR 20 FRAME MEMBERS ONLY DISTANCE EDGE (� 11.718"O.C.MAX. Tom` , DISTANCE YY'' CONCRETEA MU 11 PERANCHOR REQUIREMENT 4 11 CONCRETE/CMU > a 0 •"ea WINDOW I VISIBLE LIGHT WIDTH= __� 8 REQUIREMENTSUCK a HEIGHT IW MAX SHIM t� WINDOW BUCK WIDTH-2314" 6 �j WINDOW BUCK WIDTH EXTERIOR VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G =u-, 4' LIGHT V 2 X 2 _ .ON HEIGHT- FOR THIS INSTALLATION Z WINDOW METHOD ONLY, TABLE 11: BUCK ANCHORS MAY BE NO MIR.Edge Max. •C• Z Z HEIGHT- •MORE THAN 8.O.C. Aoolwr BubsUata Qetefbe ABn.EmOadnteM 8 o p 0 ZO o 2.3/4• P.T. .BB oft #12 STEEL B12 or014 410 S8 Borwv ASg B 318' 0.883'• 8• SELF-DRILLING SMS Sleel g LV8' 0.018'1B cia• 8• (C•S).SEE TABLE 10, P.T.Scuu m P 65 01 13fB' >P tD as THIS SHEET Atemlmml TS min. 0.083" 8' 012 or E14 SMel 8orew ps) Z F A38 Steel 378' 0.083'• T 21 TYP.ANCHOR TYPE, AOR 8 Gr.33 2-318• 0.076`•Gs•VT 16' O Z EMBEDMENT AND EIX1E J')_ Z 8 F I DISTANCE PER SUBSTRATE, V 114"410 S8 QeteFNlt Caamte"In.3.311 k 1" 13x4"" 12' pp SEE TABLE 11,THIS SHEET Conorefe ails.2.88 kell 1314' 1T Z Sd 8 x-114'MAX SHIM MIAM143AOE APPROVED MULLION Conan" 2.88 2-1Pd 13/6" 1T R z ""YY (SEE SEPERATE NOA),ALUMINUM. V4" °°n U meta AS ZU 1-114 1T 8 STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. GrWded I-11T 1 17 TABLE 11,TH1S SHEET 6118•Steal Lum ml C90o 3 6 kat 1-U4" 13l4' 1T egu INSTALLATION ted I TM 1.314" IF TYPE N 1X WOOD SUCKSTRIP, • • • •• •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE `.\\�ANY LYNMONNOVE!"".ETA1 41 • •• • • • • ••NN8TAM.ATtON NOTES: y} ' EMBEDMENT • • • • • • • • No.58705 • i ••• •• • • It,UQpbNLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LN9T8. ' 2.WOOD BUCKS DEPICTED ON THIS SWEET ASARE BUCKS WHOSE TOTAL THICIWESS M LESS THAN 1-1P EE -jr,7X" Y.iX WOOD BUCKS ARE "-U;GL- " OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS 7J(ARE 1-112"THICK OR GREATER. S�A L 5 ; /�- EDGE ,•< ••• • ••• INBTALLAWN TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ' DISTANCE • • • • • • 4UR1ISN.DI•TIO '•�J>i•FIORIDA,.•'G��: • • • • • • • • • e• •• •• • ••• •• • �'� 4T IHMENT TO METAL-THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE PULL,SUPPORT TO THE WINDOW FRAME. �UNAI. VERTICAL SECTION H+6• • • • 4.1F APPutmm LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNNMILLERP.E. PLEA 66706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQIAL-LEG FRAMES FOR FIN FRAMES PRODUCTREVISED ..wyh%wlW die Fiodda ANOLEDICURVED ANGLEDICURVED FRAMEASSEMELY FRAME ASSEMBLY gay Pra�G 1 CORNER 90°CORNER FRAME ASSEMBLY 1 FRAME ASSEMBLY ` ANGE THIS SHE T m i A DTE: 0 10 to b ALL CORNERS TO j J ALL CORNERS TO j 'G U t (ET j I / AND/OR SEALANT USE GASKET A ANDlOR SEALANT / I I J / b a co EQUAL-LEO FRAME _ I / I / / FLANGE FRAME F1 Q siva a�ds3f EQUAL-LEG FRAME MRERED FRAME WITH WTERIOR I MITERED FRAME WITH INTERIOR CO(d�V•• AND EXTERIOR FRAME WELDS J M FLANGE (SHOWN)ORCORNERiLAND EXTRWOR FRAME EY3AT (SHOWN)OR CORNER KEYS AT �Jle Z a OSCREW BOSSES.SEALANT AT ALL CORNERS O SCREW BOSSES SEALANT AT ALL CORNERS I2 ' Q 30 W{ZU �O o F-> Z o OY r Q 2.784' 2.784• a,7�l� 2 D.2 8 O oaa° I t�_I os4• 1—� .osa- o TABLE 12: .074• ,082° .074' II��" OBY' .074' .082° p' 17) (tem POT Part# DesaOp0on Ma"I 1376° 1.378- z N iew A 1378• .� .438• ? O 1 42630 FlmigedFrmlw AWm 808316 1000' 4� ar �® 1 �� O.mcm p 2 4285 Egl Woq Fm= Alum.W03-75 boo' C 3 4268 fate9W Rn F7mie Alum.8063.16 O FLANGE FRAME O EQUAL-LEG FRAME 1.1?b• .07P 4 4268 7118°Lurid.QWs Beading AWen.6063.76 #42630.6083 TS 2 #4285,6063-T6 �— a 6 4264 LQ Glase Beading Aber.W03-TS 3 FIN FRAME t'j m 6a 4270 Installadan Fastener Coyer Ahum MOS-15 O #4256,6063-TS � Bb 4224 Hatdla0on FaMwer Cow F49d PVC 10 70M Gasket(et 8D°comm Jokd•) Polyethylene •• ••• • • • .970^ �. • LYNry 4�j��'�. 11 TP247A Vinyl Bulb WeaOwVdp FMii PVC,Dim 65 M-1 • •• • • • • 878• I 13 Dox 898,OE 7700 8@kpie a t3qulu • • •87 • w� �,.•''�ICENSF•�lFP�'. • •• • •' is • ••• • • • • • • • • _, No.50705 �1r-_ 20 71862K Sdft Black,Marla 3118°x 7118'x 4 Neoprem,Biro 86 M-1 • ••• •• j•%�0 s• �—"It" ow 080• 21 71704AK Se111rig Block,LQ 3118°x 1-3137'x 4° NsoWns,Duro.06 s1-1 1 IP64TALLATI 7/16LAMI )N Ul,GLASS 22 OURA"S 711W DmSeal Spacer FASTENER COYER GLASSBEADING O BEADING =O� SrA E W • ••• • 58 #4270,8083-T6 :ct�s.............. <umo 28 NB x 1.114"FH SMS Stalnteas Stew, • • f66,8 =6 • • 5 #4264,603-T5 30 781PDX 10 x 1"Quad PH SMS StdNese sted• Ii • ••• i • ••• i i �'�i;UNAL LEN. • •• • • •• • • • • •• • • • • • A LYNN MP LER P.E. P.E.R 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismiaad%gMa Leonomv. 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 to comply with the Florida Building mg a acane Zone: DESCRIPTION:Series ITGT"Clipped Extruded Aluminum Tube Mullion—L.M.L • Dr . CCin Tube Mullions", sheets 1 through* 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration.date.by the•1i�rn-Dadg..... County Product Control Section. '..• .. .• LABELING: Each unit shall bear a permanent label with the manufacturer's tatw ar logo;city, state;•••:- model/series, and following statement: "Miami Dade County Product Control Ar%*t 68d", unless btherwis$....: noted herein. e Goes a ..... RENEWAL of this NOA shall be considered after a renewal application has bee&falad and these has beea.: no change in the applicable building code negatively affecting the performance of this product. ••G• •..... TERMINATION of this NOA will occur after the expiration date or if there hasMeri a revision br change in the materials,use, and/or manufacture of the product or process. Misuse of thi;NO,4 as ageadersemerLt of any product, for sales, advertising or any other purposes shall automatically tetWitatb this 11jQA,Failuat•••• to comply with any section of this NOA shall because 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#14-1105.01 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 Manuel Perez,P.E. NOA No.16�26,2021 18.03 71AMb A4E COON xpiration Date: May . - �i`T1�1 Apgroval Date:April 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1).Air Infiltration Test,per FBC,TAS 202-94 2)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. PTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS .... 1. Anchor verification calculations and structural analysis, complying wi&.FYU 2010.... and with FBC 5th Edition (2014), prepared by manufacturer;dazed 011;WI5, signed •; and sealed by Anthony Lynn Miller,P.E. ""•' " ' '•"" D. QUALITY ASSURANCE '....• �••••• ..... 1. Miami-Dade Department of Regulatory and Economic ResouretER),•• •• ••• .. ... .. . ...... E. MATERIAL CERTIFICATIONS • . . . . ...... 1. None. Mann 70 ez,P.E. Product Cont of aminer NOON . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 9 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-r Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to POT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. 9999 . . 9999 9999.. 9999.. 9999.. 9999 • . 9999.. 9999 . 9999. 9999 .. . 9999.. 9999.. 6 9 9996% 9999.. . . 9999.. .. 9999 Manuel ,P.E. Product Contr l Eifiminer NOA No. -421$.03 Expiration Date: May 26,2021 Approval Date:April 142016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES' NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.__.__.__....__I Tt MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS FIGURE I: MILLLTO2xwooD _. _.2 MULTIPLE oI IND wr�ra troavERrlCAI dant at1alF-ro BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULL10N3 MULL TO ix a MASONRY____.2 �Y MULLIONS 1 INSCRIBED INM E HAVE BEEN TESTED AS'FREE-FLOATNJG°AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CUPS.BUT SHALL INSTALLATION NOTES.__..._._..2 d BEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN U4°FROM THE CLIP. MULL 70 MNMRY__.__..___.....9 LO GM: SHAPE MULL TO STEEL STUD_.._._..._..3 N _ EFTS24 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL._..._..-.._.__,._....9 9 m I— i �T DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/780.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS___..____-.._.3 � li! IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION.._......__4 Q 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 Q INSTRUCTIONS. 1 X 2.78 X.376 MULL SPECS_......_? W 1 X238 X.86 MULL SPECB_......_.8 3 O PRESSIURE AND REE DETAILS / I iii _ II BEE I?Eraus ANCHORAGE FOR5)USE THE NED WIDTH OR HEIGHT OF THECOMMON MULLION.SEE EXAMPLES ON THIS SHEET Q SHY TWO ADJACENT NEET 24 MULTPRODUCTS TO IPLE UNRB.CONSIDER f X 4 X A2.600 MULL ePECe___.e etgTOi F ATF01U G: 1 X 4X.426 MULL BPECB._.._.......10 8r¢Ers2a 1 1 aTHaLLo; ONLY Tyyp ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 x 4 X Z7s7UBE MILLI EPEC-_.N � i i I --I i / BHEErs 2.9 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1X4 X.18 X MULL LL OPE_IL-11 fsaxaleex�s6MuusPEc-.-12 spy 128 X 316 x.100 MULL SPECS-13 Z HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(8). IM X 316 X 424 LWLL SPECS.._14 MUtL PCR 1.26 X S.94 X A24 MULL SPECS-.15 g LENGTH N Nppj• 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X 16 MULL SPECS_.-_-._18 Z SHE DETAIL E' BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1 X 8 x 16 MULL SPEC-...__..__.17 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REWIRED TO PREVENT 3V%2.11 AY M MULL ECS—_19 � w � a 30'X 3.ffi BAY MULL 8PEC9..�._19 REACTIONS. 46'X 9.28 BAY MULL BPECB..___20 O a MULLION&CLIP D-1PN810NS-_-21.23 H--IPLEO O REFERENCE'TEST REPORTS:FTL-0443;ELCO ULTRACONIAGGRE-GATOR NONS LOADING 1&2._.____,___24 8) N FEd¢9TRAT�h1 LOADING E%AMPLEB__._.__._._.26 fA PROQUCTBMAY REOFANYTYPE 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING T CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Iry1,B1 BYPGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Q. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ O. / p H 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING F3 . II-- BHEers2a WIDTHMEGH70F EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NDA. LENGTH HOR¢ONTAL ENNGT LENGTH INSTRUCTIONS'. AppmONAL EXAMPLES OF MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT"SfM FOR THE OPENING USING THE ASCE-7 STANDARD. -MULL [—OPEN] WIDTH h— HORM MULL LENGTH---I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. - -"I LENGTH)" � 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS°RECTANGULAR'OR°TRUWGULARlTRAPEZOIDRL'. NG 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY CLBSIFT!)FROM TABLES 1A THROUGH ISA,ON SHEETS 5 THROUGH 20 RESPECTNElY,USING as REVISED whb do FIS HST THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HIORWONTALLY}THE Bu_fldms Coda �LL fFOR T. MULLION CAPACITY_O.BSIF�OBTAINED SIiALI MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENNT(LBS/FT9 FOR THE OPENING OBTAINED IN Acoeptmco bmb HEIGHT L I Data.LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED 8138).THIS VALUE B'j_ jtEPjtF*NTSTHE VgN%W jF�°INSFERRED TO THE SUBSTRATE BY THE ANGFfORs AND MUST BE METTO ATTAIN THE FULL MULLION OAPACITY. SINGLE MULLION SINGLE MULLION �rORVETICALIWLL i I 40{FRf*THGANL•'H�C�A�ITY{L8S17ABLE ON THESAMESHEETANDUSINGYOURACTUALSUSSIRATECONDITION(MULTIPLE `�� ( LYNN oPEwNG YADrH+F'• •9ANSHORMAS11RAS HOM CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \.` 1ti*.•�1GENSF '�Fq FOR VERTICAL MULL • • • •CAIVAJ:Y ISMBT. ' IEE CORRESPONDING DETAILS •• •• 7)IF THE MULLION CAPAGTY(LBSEFT'10BTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE R£WIRFANENT(LIGSfFT°)FOR THE *:• No.56705 MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA°TO OSTM THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ;-C'•�VTE6 : +Y_ STANDARDS USED 48) RTH�DESIGN�IR,,EA,SSURE RRTENG(LBWr)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FUdl4L M ION %�� W,' • ••• • ••• • • • • • 02014 FLORIDA BUILDING CODE(FBC),6TH EDITION • • • W Y` HpR:HE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ',�`�'•.,FCORLDP. C' •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION "' OALUMN"DESIGN MANUAL,ADM-2010 ••• i• ))HH16HUGHWPTI N'U8G9 ANS VILE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. a Li (e E. •A181.5400-07132.2010 FL P. 58765 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAILA. DETAIL B: M ION a & MULLION TO AI WOOD BUCK WON MULLION ATTACHED TO 1X TYP. TE, OR WOOD FRAMING S WOOD BUCK AND MASONRY ATTACHMENT SEESEETABLES1818B 4' (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) sroTHEr�. N SEENOTE I, 8 m 1 MULLK)N I I I d.� I I .•.6 t I b I I I SEE SHEETS .° °j°I 1 MINaTKBI "• EDGE zt-aa FOR HOLE a I I CONCAETEORCMU �ANCS, E9 31 EITH6RTHE .° LOCATIONS d I EDGE DISTANCE 18.18B 2 STANDARD ..d EDSENCE • . OFFSET ANLL a ® ° e 1 d FOONORD RY LU=TA O B��BY a ° { I I / e° i I I ° AHON�e CD SIDE VIEW Z THIS AB:7FI•B 28G MAR FOR SCRMS d a ° ALL WAVONSY BE ° d. - e EITHERTHE g WSTALL ED BY a F' ° ° a ° • °v EXTERIOR ° 4 ° TA88METHOD. N P a a EON - ... dd Z FOR ° ea OP MASONRY ° Fcc ° THE OFFSET CLIP IS ANCHORS CP ° R ECOMMENDED EXTERIOR °a. ° z Q a TYP.ANCHOR ~ TYP.ANCHOR PERSUBSTRATE, TYP.ANCHOR PER SUBSTRATE• SEE TABLES 18188 PA PSUBSTRATE. SEE TABLES 18188 SEE TABLES 18188 EDGEIEND BUCKSTRIP DISTANCE AND SEETAES ATTACHMENT iwies 18188 'I[' BY OTHERS. N`7p 6MBEDP_ NI' BEBNOTE I, ATTACHMBNT IL__' — t .. SHEET 1. 'y BYOTHERS. s .•. •.. SEE NOTE 1, •. . '~ •� SHEET 1. MIN 2.7 KSI CONCRETE OR CMU w SIDE VIEW FRONT VIEW � o aft B,>fA �aeWas �io /wSD FRONT VIEW 9L! INSTALLATION NOTES: Mtmil 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESS %OR WWWO.• • • • • •• 1 I • • • • • • • • • \`��ON1 LYNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTOUAL REPREBE f IO• • • • • ; .•�tGENSF ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TdA�JCH01! S • ••• •• CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REF bTTO Ty �D • • • •• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR_CLP MA L3 _ �+: No.55705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • • • �•v•t • • s • • FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMIO�OE CI�INTY•APPr�veu • • • • • ��S l��' ELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRY ANCHORS.••• :• ••• :• ••• ••• ��`9 � ,- 1. A.C+NN19A14LeR�Y.E. FL P.E.#65706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL Iw 126'MN. MULLION TO MULLION DETAIL C: INTERSECTION N WS; y2! MULLION DIRECTLY ATTACHED TO -MULLION (U-CUP) J. 1)MAY BE INSTALLED N"1EE°OR°gi033° J MASONRY STRUCTURE INTERSECTIONS. 4 (STANDARD CUP SHOWN) VAI s �Y 2)MAYBE INSTALLED HORIZONTALLY 0! (SHOWN)OR VERTICALLY. 1 TYP.ANCHOR EITHER THE I PERSUBSTRATE. 3)SEE U•CLtPDRAWWGS.SHEETS 21-23 • m s7Ao-mARD I SEE TABLES 15.138 FOR CORRESPONDING MULLION. go � ru �PaEr MSL i ; TOP VIEW N CLIP MAY BE IMULl1ON NBTALLW BY II I � EDOfMASONRY V 1 THIS METHOD. I I ° AW-49Rs antes-f---N n12sTEELeDREWa. � 0C SELF-)RUNG OR PREDRILL aG I I tEXTE6P101 MuuIONANDuaMsWmdZNULLIOH EXTERIOR ED02 DISTANCE 4 - THE OFFSET OLSF18 ZRECOMMEWDED FOR FCR MASONRY FIN-FPAMED ANCHORS wowom'affmny �THERF USC-0FDR d OTHER PRAA¢TYPEB. TYP.ANCHOR Z d 4 E. Q �TOLES10.113B TYP.ANCHOR SMSHMT621.23Fit HOLE LoaATrmvs 5uc11srRm a�EET 1a13e FRONT VIEW Em 52 ANW AND TaeLEa $ ATTACHMENT I— (� _ BYCTHERS, '. 15.135 U '? 33VV 1 BE NOTE I• Jam. - • - a SKEET 1. r " EDGE -88£TABIES SIDE VIEW -a MN as H&CONCRETE On CMU MN a.7 Ha1 COtC RETE OR CMU 15.138 FRONT VIEW SIDE VIEW DETAIL D MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) STRUCTIME INSTALLATION NOTES TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCW. A PER BJBSTRATE, PEE TABLES 113438 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a ` SEE SHEETS 0 PRODUCT RBVISBD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-0 Fon c°cw5plying 1Y11111ke PImIdA HOLE CORRECT QUANTITY AND LOCATION OF ANCHOR MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS FOLLOWING SHEETS.FOR DETAILS A D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. MULuoN 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HE)MAD OR FLATHEAD. BY A)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C.SHEET 3 ""•'• 000 • • • • • • mo 5)FOR MASONRY APPLICATIONS MW&DADE COUNTY.USE ONLY MI M14MDF C$*fYA4VE8 • • • SEETABLLYN • • • 9ISTNC N cs �� pN•..•...N• .. ELCO ULTRACON OR ELCO IM S.S.AGGREGATOR MASONRY ANCHORS.• •• • • • • ••• • FOR S7EEL 15.198 ` �'Z';• �GENS� •.'I' �i •. • • • • • • • FRONTVIEW iB OAANDCOMPUAM YYITHTHE PLBIALOINO •• ••• •• • • • •-•---- TbOE.AaXVr�9A1aiERMuaT USED. Q iY ATTACHMENT BY OTHIM =i< NO.58'/O5 7e. . EXTERIOR USE MOD ANCHOR SPECS SIDE VIEW • ••• • ••• • NOIvL4jU • � • • • • • • • • • • 1 FOR 2X WOOD41ACKED STEEL STUDS.WOOD G • • • • • • • • • • ANCHOR VALUES MAY B£USED. �fi '•.,ROR10!`•' Cyd • • •••• • (� •• ••• ••• 2)SEE CORRESPONDING MULLION TABLES. •• • SHEETS 6.20,FOR QUANTITY OF SCREWS. A�L`YNT1111 1EI�P.E. FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL G: DETAIL H: � DETAIL F: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F CLIP) (ANGLE CLIP) (ANGLE CLIP) 4 SEE DETAILS A-E. 30°OR 4B° d SHEETS 2 AND 3FOR DISTALLATION BAV MULL 70 SPECIFIC SUBSTRATES M 8 m MULL10N �d N v o I O O O t� O O O O O O till O O TOP VIEW w N SHOWN WITH VIEW I X. 12S' TOPVIEW I i m MUWON ,/� TYP.ANCHOR = 7 EXTERIOR I I I BEETASlES 1a8OR 160 ? j� 9 LL�1 TYP.ANCNOR I i EXTERIOR Z STANDARD MULLION CUP I I SUBSTRATE. I MODIFIED TO FIT FIELD SEE TABLES IB-14B 11 1 Z r- 5 CONDMONS. I "'� I I rXS'ANGLECLIP, Z Q p 1 I I I 2 PER MULUCN ENO.MUST BE p zr' [MAUEO INSIDE OF DAY MUM. F.. F 0 3 MULLION I I II I I i CD S2 2 O rxsx.12lr f— II I ANGLE�, I I I 2 PER MULLION END, MUST BE INSTALLED I I 1 INSIDE OF MULL I I I TYP.ANCHOR PER SUBSTRATE, SEE TABLES 10.148 ORO WOOD STEEL,ALUM ImmWOOD°STEEL, STANDAROCL•TOOE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN+P:LD. ExTO R 015.t ®� '��,. PNCOUC7 g wW M thD AKT"- ea camplyiug Wo Florida ® I ® BMAtwNRY I ¢O �4(0-0218 . 3' 1 EDGE ALUKCMUOR ANCHOR ® DISTANCE BMItivlt PER EDGE • • • • • ! DISTANCE 4A• • •• • • • O NOTES FOR INSTALLATION OPTION G&H: ``��0�\I LYNN ),�� PER ANCHOR • •• • • G ' P • • • • 1)USE 2 ANGLE CUPS PER MULLION END.CUPS MUST BE INSERTED NSIDE OF MULLION. •. �� NOTES FOR INSTALLATION OPTIONS F: •• ••• •• • •• R�;' 2)DETAIL G:SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 5H705 _ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26°X 2.1 T X.125-MULLION. LOCATIONS. 3)DETAIL H:SFE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE L I 2)SFE TABLES 1S•13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 F01lf�OLl•L TfON i•• •.• ••• ••• - '•. TE f 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • • • • • LOCATIONS. .� •• • • •• • 000 • • • /�lS•• • • • • • A 9tlf p E. FI . . 6887070 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A Mutton Capeft Table opwnftbvWidth(t�vr> 4y R9 mmutons)mOPen{a9 Het�tt ftr►Ior ring mAon9) ' bon wo1 Tan eon wn town rmn tion twn R R3amv,1• neda6gder 1hyrMenllev nem•a9n nom• p -Load" I.-ft lteataaWte TmprlAtnl 1X2«.128 lead .'m" Loaft LooftRactontuW Loaft Looft Land" Load06 Loaft ans Loafttea®fp 13�m • e6' fill, I I III in ru 422 1112 409 120.6 334 04.2 /08 1fA5 323 Tess 498 Jaya sat e99 400 toes Vo e'ie 403 10eo ale 6Me 4w 104.0 3w 4004 400 weo M sa0 405 104.0 3w 368 405 iota 319 Ren 74.6 3104 sad = VA 912 teA � 83.8 3112 67.0 = 461 312 via 240 41.6 312 !-3 aN 0472 aiP 81.0 2N 912 9104 M1.0 2A4 sed 912 812 w4 ai/ Sw M.0 Go=to 03.0 281 70.8 274 892 281 81.8 226 16.6 281 ti0.7 224 U.0 m at 2M 3&8 7d1 88.1 220 W.9 281 493 219 2Md 261 483 219 22.6 261 483 210 20.0 281 10.9 219 � 0 6tn 626 247 51.0 2W 432 217 I9.M 202 3r9 247 442 199 32A 247 412 188 2U 217 NA tet 213 247 36.4 103 212 217 30.1 100 ted 217 85.1 193 w.4 217 30.1 10.7 m gg J so In 30.4 100 41Z 1178 320 200 3m I 188 27.1 200 9/04 103 24.0 2w 28.9 tw 21.8 200 21.1 189 182 200 26.0 1157 1 i8.e 2w 28.0 188 j Wn 33.1 191 853 158 ar9 151 303 102 AT Jet Zee 149 20.7 10 242 VA 10.4 wi 204.8 1M ted 181 041.7 147 Men 25.8 188 30,8 142 249 183 28.1 139 211.6 1® 27.1 135 159 109 21.0 134 Z 1- min 222 tag 233 '11.0 ted 139 /904 tw tag 1135 172 Rte N z 752 18A Y29 197 498 18.7 125 w.8 r r Ta n 172 116 18.2 104 5... TABLE 18 i 47H ANCHOR CAPACITY ADJUSTMENT FORMULA: Audtor T48116 Skid (DP)X/ANCHOR CAP,,,,o„ m ANCHOR CAP.- 27k Gomm 3.62 ebt• He0memu P•e61291 MIA l 1 CAP.�.�. trc�floo 61t6'EI� X VresEbO noSkd H2etmt /f281ed AlmborCUPP6Keme Yw Qf001tate3at 1N•IbOtAltsoaA umam3iS006Wt•e•t w•t0ao110rmm , Iftmean 9aro•l6 6)so"(8m 8em•t5) USETHIs FORMULA TOOBTAIN THE*MCI= cV rsyafa3t•oe r ctrl t• Ile s Ire• r 2-W7 1• 2-1W 2 8 tr8 r 0.04 9dr 0.3w• CAPACITY REQUIRED'CORRESPONDING TO AN x 6amedma0 1-W i4w tam tart r 1.W tart 1•tn• MW 7.111• 1•trr ? Jars tare• miss ACTUAL PRESSURE REQUIREMENT FOR THE Q �- O 2Aro .758101. C./&•dmdor 1p1t71 � 814•a mo aw166 ma 7w 0m 74 roe b 34 142IOs OPENING,WHEN IT IS LOWER THAN THE MULLION d Arat•10 G f.15 Mn.o.a l atonftd(att12384 t01p 01114 40023 7001110 WA NTA WA WA 380 U* WA V 18A NRA WA mm go= 1tw p CAPACITY(FROM THE TABLE)OF THE SELECTED � �D_ IY Imd1.WAMbm 9'a6a O.alta)2a6An�e(2parird131 7809m 780.3 600 as tOw 180 2m 540am 6eoma S1rA 7w•6 748m3 -was 18Wma 0120m 285ma I=rA MULLION.RWILL YIELDAMIaIRt9U6a AQUALIFY NCHOR .� 2 NpMm1y o.4511m.aa! rF 6 t9a� tuft a�� 4me �EM t36ma t4*ma mays 30W 18TIm WON 4TNIA wS�0 tim bay 271ros ADDITIONACAPAL ANWHICH CHOROPTIONS Y BE USEDTO THE 2A6almta 1./8'1dn.0.C! 24080 960mn 18A WA A MA tw6m WA NA NIA NA itlA 9H 004 M20s QBOno ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHDR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE2, TABLE NOTES: PRtIDI)CC RBVIS�ILi6fi� �� • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r rAmpl7lne • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Aca now N, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWASLE. B URE 3. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SItW 24'23• SI e OLES To BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21'23 2 OD0' • • • • 1.00 •• E:aur09e U00EIVEDi�ROXIAAATE HOLELAATIONS. �� Y ri7�� ANGLE CLIP MUST BE USED IN PAM • • t IR TIE * 125• `� y • •�)Sl`nw' 6ALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT-FILLED O� FP �� • iA19CttSTE SCALL CONFORM TO ASTM C69M WOOD SHALL BE PMSURE-TREATED r i�.• CENSE �. FIGURE 4: FIGURE 6: FIGURE 6: •• ••WELLOMPSOUTHERNVM WRM AN SG OF 0.66.ALUMINUM SHALL BE 8063.76 AND BE A MINIMUM OF.125' 1 ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO 13E AT 1•X 2•X.126•MULLION it: No.58TP"r A' ® LEAST.126°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL ••#10 8#12 ANCHORS INTO WOOD MAY BE STS,18.8 S.S.OR 410 S.S. W :Ta+ tb - ` • ••• Lu- so • • • ti TE Of Z: • • • • • • • • • • L(�''•..F10k7�P' as :• • ••• i• • ••• ••• A.'eSYNnIwR,�cf., FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE?A � M6IIoR Cogaaft Table OpeningWNkl1(Wr77o ra nnnno re)or HWAI1or � ng mt l9) 1<' w10 w10 7010 I BolaBola Win MIR 12D loin WON °d Raolm•O9 TO;tnta9• iiedan9ldat TO•TAwB• Trepff&M nWrf o Reatraes� Tiepimrs R T1200W. Reefao!•laz I{ 1112x.378 Losses tneaMg ,�. LoaOes Loast9 Loasgp LaasaB Loaft Losses Loes1• LaadM• Losses L4aft Tum" LOaQYB Loe.tf9 Laas9Y loaft �>E6 t33 PIUMTub cm Fa Lm 4217 170.0 820 170.0 436 161.8 062 1760 478 1297 682 170.0 60B 1126 on =A 6W 100.8 w2 180.8 617 80.8 oW 188.8 817 787 8B2 'IWC 817 848 881 1888 817 68.7 882 1869 617 � W 4BIn 121.8 887 1860 4W 109.4 ft0.2 410 809 E07 '108.7 •[«1 760 007 1028 899 67.0 807 08.8 397 80.6 007 80.0 380 667 601 88.0 886 43.4 w1 88.0 890 360 807 90.0 3B8 1III�LLLL w.e2610 ta49 tt48 879 884 4w 828 371 741 4B8 906 3B4 OSB 468 946 3w 6T9 4w 61.3 867 81.8 108 80.0 388 432 459 009 3B8 37.0 408 860 3w 37A 488 80.0 3w 0410 86.4 4w 933 318 71.2 4w 80.9 890 81.0 400 727 322 834 4w 67.3 318 479 4w 84.0 $16 427 4w 823 344 366 400 61.6 313 368 490 81.8 318 267 400 69.8 313 W 6010 61.3 826 899 278 51.8 326 67.8 270 44.5 324 81.2 284 366 468 260 340 331 439 207 81.1 32A 420 256 ffi0 314 40.6 283 222 304 40.8 283 189 321 40.6 260 J 8310 039 290 WA 200 4lB 281 497 268 384 209 499 241 338 189 38.0 237 2B9 284 37.1 234 269 294 367 237 224 204 33.8 230 162 284 334 230 18.8 284 38.4 230 � J 68M 466 '280 499 260 360 288 424 2Z6 33.4 Z88 37.6 279 292 28B 341 218 �.0 286 31.8 218 23.4 288 20.6 20 196 268 20.0 210 167 288 27.7 '10➢ 14.8 260 71.7 208 Z 7210 360 228 37.9 198 30.0 ZW MIM Z26 264 186 228 226 188 186 10:0 228 1. 2 . 718 20.3 177 CLI) 716 1&8 178 11.3 19.8 1707810 30.9 207 no 179 268 29Z 297238170 %2 202 21.8 W7 179 202 %7 IM 163 202 164 183 128201 18.7 WO 406 ?O? 168 168 98 IR2 168 1607810 20,8 19228.6 168 27,0 WZ 192 27.0iB2 17.7 790 19.7 W9 167 182 161 167 742 1� 166 186 118 180 16Z 161 10.1 182 744 700 89 180 942 160 6010168 144 SO Y!6 18.4 144 TiT 9891 162 127 168 1W NL Ll TABLE 2B ANCHOR CAPACrTY ADJUSTMENT FORMULA: N AMR 9hor Table _ _ (ANCF�R CAP. ,,� N .7 OoOorNe 39kfbeo. Ho9at9CDPoANCHORWtVEWoCAP.�, th'BB E7o4 l816'el¢e tom etostao ousted ousted )X MULLION CAP.,,v,,.. x AnohorC�rP6R6m6 MOST �B40�4a IwEbaLmmm t 3118'So U4"EwMacon A Utreaon Ap91e0aIor 80-(p6)64•y(G58sa•(GO) USE THIS FORMULA TOOBTAIN THE'AN(* Q P d TO AN edge DlsW4ie P 2-Lor t• atm aWr t• 2.Ur r atm r 8 tra" r 0. O.W o CAPACITP RE SURE REQUIREMENT FOR THE Fmhas0m1101k 13o t314' 13x4" t3N" r t•7K" t-t!4' 1.114 1-IN' t•1/4' t•174• r I-W 4316' aWn ACTUAL PRESSURE REQUIREMENT FOR THE Z ®a.i6•MYI. C.! m COPaea 96 I-4K7 410 Bt9 1844 go 914 ew •4 7 06 374!04 Fib II• •s M W OPENING,WHENITISLOWERTHANTHEMULLION .� 4 Aaatrora®1.f6'6feu 0.0./99m,6t(d(moro4a o 460 b Too ma NIA 1066 NA W aeo m W1 NA WA WA WA 602 R4 SO lee ,128 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1•A01a®9'M9n 0.0.1Qy2a8Aa96e I(f�.3k 7606• Tw@s 8600• 1660.0 t8380n 6W A• 680®a WA NOG 7460• 860-0 1882ft Wr-ja 8o w 1120®0 MULLION.RWI.H MAY AMWIMUM ANCHOR Z @ OAW Mitt.O.C.1114$,11•.128' Ti WA NtA WA NM WA WA N01 NA Nbl VA WA WA MA 716b4 ADDCAPITIONAL OPTKM TO OOM THE 1 ADaMOtI FClfP Pg.6k iWW 1980• 2280• 40 Me AZO• 1360 tb 0• x77100 370 ft 787m 33290 4789Ma VON 221 the NOW ANCHOR CAPACITY TABLE 2 j 1.16.6tIL O.CJ .B 240.0 300•a WA WA NA WA iw Mm NA1 NOl NA WA WA 34t Brs 442@4 Ow.O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: PRODI7CT RBV69BD flU E2: TABLE NOTES: ses m617Nn6wMltit�F9ri11 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION ON LOADING. (cx�dee 8 SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1.000' Na DebidotaAw •B 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND=OPENING WIDTHS IS ALLOWABLE. BIyi i6odlmC FIGURE 3:F •• • KYI AN1bMULIdQNCUP%NOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2. 191 ! • • • • HlJLEBTOSEf?Rmumw3HEiIFFllbbFOLLOWWGDIMEN810NALRESTRICTIONSSHOWNONSHEETS29-23. `O%N(LYNIU��Iii�� dtatm�aHO>♦y 3EGGESWo, PPROXIMATE HOLE LOCATIONS .` •t� .!( ANGLE CUP MUST BE USED IN PAIRS. • �COK�EdgC�UE�CONFORM TO ACI 3013PEC{FICATIONS.HlOW AND GROUT FB I 376' •• • \ BL ( M LL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED L ; No.58705 FIGURE 4: FIGURE 8: FIGURE 5: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 508345 AND BE A MINIMUM OF.128" 1•X 2'X.376"Mi1W1NN - _= THICK STEEL STUDS TO BE A MINIMUM(TRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT =-o; b _ LEAST x28' AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,G , 1 ••• •�• THE CSW bS512�i1104404 TO WOOD MAY BE STEEL1&SSS.OR4108.5 :Q�•, 87'fE ;'�[(1` To � •.FLORIOP.• \`�� • • • • • • • • • • ',Cp f?. •i i• • ••• i• • ••• i i ��is�nJyE1L _vv .• • • • • • A.L�IdN(MIMLLEl3,P.E. FL P.E&58708 ••• • • • • ••• • • • • Is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A Mufll9tlCe 76619 OponNIBIWt-09""ca"w"r9mjVans)o70p*nbM tHbt#or m"wre) ac In Wb 7610 eob Bob fab In 14010 min 1 x ale x Rm1are16a Tam TrOplltl•g rrs3lTamp Reo TnPIPomg R RaamB Ger Tr�lrRenp. ReamwAr d _ loatltOB I.oamm Lone IAS Ia�B wa" t.aadaB IAMB tam Loe9ne LoSaw Iaa010g t Loaft � lmda9 IAaainp IAadaB �Y Mumon 1 Ifill, IY 1 z ^ 00 m I floF11110 # t o 42 In 178-0 670 170-0 486 170-0 744 170.0 470 170-0 BW 170.0 W0 1TOA SM 17110 8t0 170.0 1118 170.0 611 170.0 1210 170.0 Wt 148.7 am 170.0 621 127.5 1301 IT" 611 111.6 1301 170A 671 pin 7790 703 170.0 W4 170.0 S60 170-0 664 1T0-0 BB1 170.0 WO 170.0 1129 170.0 661 161.6 14'i9 r10A an 196-0 1139 170.0 WO i1&9 1139 170-0 960 B7A 1190 170-0 am NA 11W 170-0 680 911.52810 170.0 747 170-0 QW 170.0 599 170.0 W1 1819 1037 170-0 661 1448 7971 1700 712 190-0 1031 170.0 747 117-0 1081 17-00 766 B7A 1052 1m.0 786 WA 1031 170.0 760 73.4 1032 170-0 768 us 0 6<b 1700 707 110.0 112 161.3 oW 1X.9 691 1962 991 1617 790 12&9 907 1WA 710 107-5 off 1460 714 me ON 114.1 Tt0 OU _ 74oA TOB M.1 901 1430 708 5oA � 14110 708 w f BOb 141.1 795 181.5 M 117A 736 190.3 611 tW 738 IWC 688 982 738 1082 6W 7aA 796 09A W3 70.6 796 86.1 870 BBA 796 61.8 674 50A 738 91.8 574 ".1 796 91.0 674 0310 128.9 8W 180-0 870 191-0 WB 111.6 567 STA W6 99A 547 762 869 8111 636 07.7 988 53A 631 80.9 BBB 78.6 Wa 60.9 669 76A W1 p.6 868 76A 621 S&1 889 76A 821 6910 108.0 807 1124 02 699 WT 86.1 511 70.7 6W BSA 801 692 807 77.1 493 6&9 607 71.5 486 600 607 BTA 401 441 607 MA 470 37.0 BOT 627 474 S5.1 6W 027 474 Z 7210 SIA $to 43A 443 WA 610 73.0 431 68.9 10 64.9 428 51.0 610 67.9 419 444 $10 W3 419 43.0 510 00.0 408 34A 610 43A 402 292 510 44.4 389 26.0 510 44.3 388 2 78ki WA 40 MA W0 67A 436 W.7 882 446 4W 64.1 366 43.4 4W 4&6 970 38.6 458 44.0 376 34.7 4W 41.0 '488 2&B 455 87.7 3W 240 458 88.0 889 2I.7 456 35.7 355 70 In 841 188 WA 981 W.6 436 O8.6 279 4&9 4W 48.6 389 401 40 44.7 3W 30.7 430 409 866 SLI 433 301 861 26.8 436 34A 341 22A 435 329 341 2111 436 322 340 � F BBB 41A W7 4&t 290 34.6 817 36.4 28S 7&8 W 31.8 '438 &I 977 259 278 132 327 747 171 109 327 23.7 = 17.4 9A 21A 201 14.9 20 103 2W Bain 34A 297 36.4 267 W.7 707 28A = 246 187 0.0 248 21.6 W7 2&1 2" 19.1 167 2" 2(0 172 257 109 237 14.4 2W /5A s32 R 810 241 w 202 227 1D.0 201 17.3 W7 %0 1411 in 223 1&0 215 1&1 191 10.8 115 18.8 tag � N018 17A 1J X Q TABLE ANCHOR CAPACITY ADJUSTMENT FORWIL4: 0.Aim hw P lnaauata (krorNa 2.03caro.o Tabb 1la3astxRl taOwcull Pr Mem (DP)X�M�UWON }=ANCHOR CAP.- A0eaa7ypa ane•Sbe 18trman tu•6bo I<7remn dt AIS HmulOmm t!P Hoo umeoa+ 07X'Q00 v4•ea Elco Ino 9a4t ns9leo 5u9te• An9horClp Pafl9ma AMMOM Ul man Ap6ef or Sam=m aaa.(961 sa0•(Go 113E THIS FORMULA TO OBTAIN THE°ANCHOR EBQBe GNttmoeMk F 2-VZ r CAPACITY REQUIRED"CORRESPONVINGTOAN 2-t!C be8• r 2• t• 1•I? r 3•Ua' a op• o.ac asp• ACTUAL.PRESSURE REQUIREMENT FOR THE embrtmea 1.314• 1.314• 14W 1.914• T t-I 1.1!4 t•1!P 1-fl4' 1.114' 1.114 r t9B' 1-018• r31(m OPENINfl WHEN R IS LOWER THAN THEMULLI 7 ® Mh .C.IetMw or 11143 3nibs B• 460 6s 1644 Bas BSl tbs 7436s Y iha 554(106 las 1 Lbs @1 4 Atrolm l$11.iP Mia O.G./81m14M(ar06s01�1 fft9.1k 4W 6s 70065 WA NN WA --Na 980 6/ WA om WA WA WA W2 63 436104 1120-ba CAPACITY(FROM THE TABLE)OF THE SELEON CTED CAPACITY WHICH MAY BE USED TO QUALIFY 4 ABOMMG8.69e.O.G r9)h6 AnAa CUP 3k 7860• 7WBq 6s t lbs 1(199Oe 510" Blom NA 78000 mras tMols SW6u 943104 itW 104 MULLION.IT YIELDAMINIMUM ANCHOR 2 AmbOa Q OA6.4914.0.0,I 090.114"AW1.(Fq.4k WA WA WA WA WA 147-0 N81 WA WA !BA IY/A WA WA fUA 7180e ADDITIONAL ANCHOR OPTIONS FROM THE fanmarF4sPffio•ak t�6e 6a 1166e 44363 MFA 1356. 14365 114910 3708ro 1W 5• 391tbe 479 ITO fro 211161 2WB• 2 Amaa4 1.16•bllo.O.1:1 FLO 2406e 360814 WA WA WA WA 18063 WA WA WA WA 3116s 44261 8808q ANCHOR CAPACRY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ( CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRe B%=Re.V198D ..Mdyiea etth 1h9 FIb48b A H016'011$. FIGURE 1: FIGURE 2: TABLE NOTES: --' 1.000' Ex0o I n Date �$) • • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING- SEE SH%jR 2-4 FOR GENERAL INSTALLATION METHODS. 2)U RNMRP,,(S�TIb M`�' OTHSAWD/OROPENING WIDTHS ISALLOWABLE t��t1 LYNN 1j7�i RPOCA ��" � i14 �• `��MONY........�7f( FIGURE 3)MULLK LAND•MULLIQN U►tPSSH�WO`A�HOT •Q SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 2123. 2 �' �, �tGENSF'•, HOLES•Tt!BE DRRIJED IN WNE FIEND FOY.OWINGaWMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2h23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.Fo 0 ANGLE CLIP MUST BE USED A PAIRS. 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT M HOLLOW AND OROU7 FILLED CONtRETIiBLOCK UNIT WM11)�F)p i.CONFO@M TO A§TM C-OD.WOOD SHALL BE PRESSURE•TREATED -376' ro �I 6 �ti FIGURE 4: FIGURE 6: FIGURES: ygLOW SOW HERN PIKE HATH All SO OF 0194 4LUWINLp SHALT.BE W63-TS AND BE A MINIMUM OF.12V T % U'. TFRClt„ 8711133 TO BBiA MINIMUM GRADE�i AND.OW THICK(18 GAUGES STRUCTURAL STEEL 70BEAT 1•X 2.76•X.376•MUU.KlN "� •..FNORIDP.•' ��` '�"�12G CK AND�S AL INTO MEVAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %�C�s,1s4Y�.....�...... • T1ICi wTE (810 i A(?�1ACH0 INTO WVMA1•BL•3TEEL 18 B S.S.OR 4108 8. 'k'FL.gE:il 59706 E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A MtdRolt Copsaft Table PWI d Oy9NngWidltN�Crie19o9�+s1�19irgnTmDes)or H9Igh3(631 MLO-) M` 6oN 80N 701P eon in wN 11gN 120.0 t4o91 s� e 1 X 275 x ttaor Tom% It ltepfl6am N T TWnfi•.0• � TES Reo woft OeD+46so 9 R g COMM toeQrtO LO�tEg Lam Ladn9 tmlPo9 Laam81 loedlf➢ L98mg L=ft LwAw toaft t Loado9 La•!t• {aft L98mv 6• d Tube 1 . # u Gin 170.0 azo fra0 4.011 170.0 744 1740 478 1�.0 689 170.0 909 170.0 892 170.0 610 170.0 i1W f71L0 �1 176.0 12M 170.0 621 170.0 1488 I= 621 tall Iwo 170.0 621 138.0 1826 170.0 eat 4881 17ao TOB 170.0 W4 /70A 860 1749 684 170A M 170.0 1X10 IDA 1193 1740 em 170.0 1278 170.0 ell 170.0 1417 170.0 SW uta 1N7 Inc 680 121,6 1417 170.0 886 1069 tq7 170.0 eao � 5092891 170.0 747 170.0 689 170.0 8115 170.0 631 170.0 1018 170.0 854 t7DA 1186 170.0 723 1828 1�B 1740 747 1489 1288 170.0 786 121.0 1280 1744 160 101.6 {265 170.0 788 91A I= 170A 768 � d B1In 170.0 797 17Q0 812 170.0 965 1740 691 170.0 1118 170.0 761 160.7 N20 170.0 6W 198.0 113D 170.0 BW 120.8 H� 170.0 866 1009 i19D 110.0 881 BB.1 1190 170.0 581 769 11� 170.0 681 Z "I" 170.0 6W 1740 TOt 148.0 1116 167.9 701 126.0 918 141.1{ 748 100.9 918 10.3 735 07.8 915 12:&9 725 WA 916 1166 720 733 915 114.4 718 07.8 916 10,4 716 54.9 916 114A 716 ob 6319 161.0 839 181.0 701 128.8 030 138.0 891 100.8 8811 1291 857 94.9 BW 1122 870 S44 698 IRA 662 7&0 890 99.4 966 83.3 830 84.0 6411 K2 690 961 60 17.4 590 91.1 849 89N 1321 787 140.0 850 110.0 787 179.8 898 761 109.0 824 826 767 98.1 614 734 781 eat 808 08.0 787 843 BOD 6A0 767 79.0 653 473 767 783 891 419 787 783 691 N is 72N 101.7 106.9 892 84.8 e� 111.0 810 727 80.1 630 83.0 WB 723 621 Bab 899 646 614 80.9 899 921 608 424 895 672 600 969 638 65.8 497 31A 898 563 497 Z ?ON 848 671 110.1 498 721 671 TOA 400 WA 470 84.1 871 M.8 471 4d0 671 SM 4% 49.2 671 61.9 4W 30.0 671 47.0 461 90.9 871 449 447 87.0 Ni MA 418 N 80A 53.4 474 88.1 612 "A 489 67.1 30 921 468 =0 8o 50.7 449 r4'L4 8o 81.0 442 40.0 647 47.6 43'1 339 642 429 428 28A 612 446 426 28A 60 40.8 423 Q 90N 821 407 p.7 851 49.4 407 46.1 968 873 407 399 949 92.6 �'/ 389 949 4W 321 936 29.0 407 20A 211 21.7 401 2a1 377 {0A 4W 24.1 322 193 407 75.0 319 "p 99N 429 338 44.1 320 35.6 399 373 314 ea7 358 324 300 2&8 336 2" 3% 350 21.1 300 21.5 358 24.0 2862fA 289 189 ase 193 284Sat 283 30A 28S 26.1253 269 261 21.6 283 2L5 247 169 253 10A 2H 28318.0 Zt0 16.1 783 M.8 237 27A 2W 289 20 23.1 2W 26A asetae 207239 179 207 183 231 2W I&S 228 H x Q im61 21.0 278 211 209 189 720 186 209 1sT 2R !BZ 202 Q TABLE 4$ ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor T6bb /ANHOR CAP.,,,,, ANCHOR CAP.„, k 131 W*o 3.6k 64m. Moro• Fxad 1x60 W 9r00tl mew (D m)X\MULLION CAP...,. ) 418'1800 Fe 8H8'Ebo Im ss ibo 810 and -nim $12 SIM AnaharC'p P6CeIn• 9118'Elm Lfte m 1141 E ko UB=m tUU66m SN8 Ebo tatreem Vr Brno 1�n A ft UBtmm A (99I sores(6s) saos(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIREO'CORRESPONDING TO AN Dlpaln4 r 412 r 2•t2 3-118' 1^ 244 r 2-12 2' 3.1A' 7 0.48' 6Ar Men ACTUAL PRESSURE REQUIREMENT FOR THE smketllrrem tare taw• taN' taro• T t-t7c 1.114• 1.114• /•1M INV t•tf4' r 1319' 10.•• 1Bd°0 OPENING,WHEN IT IS LOWER THAN THE MWJDN 2 ! o. or teP p*g. 1: Ebe 30090 on b M 35461 1 14024 374 Ma W4= 9481'4 3118m CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aro8are 1.19'LOn.O.C•I8t6t16eN(a 019519062 Pg.73 4801DS ®e WA WA WA WA 380.4 WA WA tUA KfA Mm 8Wk 1420 N0 _ION.IT WILL 4An0= 3'HIn.OA./Ri-An*M;61ft4 760®0 78094 ON 218 1689 me 1W60• 540®- 680N4 WA 78061, 748186 650 IN 18929• 8wA11m ICBM CAPACITY WHICHMA BE USED ANCHOR 2AmOm4®0.4''AOn.O.Q f 00.125 AM 040• WA WA WA N01 WA WA WA 1011 � � 1 Aaa11a1FtBp 196®6 196 D7 72506 4450.0 fit• 136®6 1400• 177104 37OUS 1871 99'd9q 473®6 170.4 221®4 2811' ANCHO CAPACITY TABIFONS FROM THE 2At•11p4 1.15.191.0.01 8T 3Mta 866¢• WA WA WA WA 19DWI toA WA WA WA 311W 447185 QBOWa ANCHOR CAPAGTY TABLE imOOiMRS� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR P HOR VALUES A8 THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Btd _ �(.025�4.03 No FIGURE 1: F URE 2 TABLE NOTES: 1.000' Bxpiretian pate • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By • • EE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mint \I �V 111 2)LINEAR V&flPOLn'QfN P"%LL MNWHS�R OPENING WIDTHS IS ALLOWABLE \�� 0 .......... (e FIGURE 3: : 'fit:'\,\GENSF'•.FT 3)MULLION A91D MULIdON OLu'ii81YV�Yi Tb$CALE FOR EXAOT Dtl AENSKNIB,SEE SHEETS 21-23. HOLE6 TO BE ORiLLED Nd TME RIELDFOYL D $ZONAL RESTRICTIONS SHOWN ON SHEETS 21-23. is Fe • • • FIt4URE8 t3t14W 9U2i1l�TED!ARPR068MATI HOLE W)QATIONS. i1: No.58705 ANGLE CUP MUST BE USED IN PAM. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED or CONCRETE BLOCK UNIT(CA1U)SHALL CONFORM TO ASTM 0-W.WOOD SHALL 13E PRESSURE-TREATED 1,6 FIGURE 4: FIGURE E FIGURES: YELLOWNSOUT"M PiNE W90i AN"OF O.'S.AI jiMINUN6SHALL BE 6083T6 AND BE A MINIMUM OF.126Ft OR10P• TM'! 571168 TO SRA MltOIMUM ORADE63 AJOD O4'OTHICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2.75 X.860 N91L l ION i FSS RC2 AND A0 ANCRORS INTOMEQAL49H/rL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,r�9/ONAL�e � THELAL Q$9�2J�dOftSIOV11b01�IB�YE�8T�EL,IBSSS.OR41o8.8, r rlilitllt\1 • U_J L_-� • • •• • • • • • A.LYNN MILLER,P.E. FL P.EJ 5870' ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 5A Mahon o T6bie O"IlIngYWdOt(7Drt•16ceteBperningmmighe)or H (torhDA>Batl epm711tatm Gam wm 70n eon ODER loom 120 In 140n te9n RNIaroft Tom, Reaten8tdar Bevtt�a9 R6ola awar 2wr4ag, TMWWeO. Rall nWw 7 1 T661RBe v. Raaf 7iept10aa. Reo TaI mit R6a1•tg8a FIeWM®4 pg 4 1a:3.12rA fmdim Word Ic®d19 uaft Latins loeatl9 Lm Leaft uaft LoeAtg leada9 Loaft (afire Laamg (:oadbo teaM9 laada0 .5W Alum Tube VA 4� fig$ g � g afill, 11 11 q 11111111 1 a I a 1 i1�� fill, I d 9th S it 9 � d 8TB Y 8 Z CD m 4270 170.0 020 170.0 435 170.0 7a tYQA 476 1740 ON 770.0 008 17&0 952 170.0 610 170.0 1170 170.0 01 170.0 1242 170.0 621 1760 1486 170.0 01 1ra0 1]94 frao 621 7844 1602 1740 821 4461 170.0 795 170.0 524 0&0 Bio 7711.0 W 170.0 Bw 170.0 870 IMP 1183 170.0 601 170.0 1270 170.0 on 170.0 1417 170.0 080 157.7 1677 770.0 860 1341 107 170.0 860 1162 1571 170.0 UP N wA26ER 170.0 747 170.0 5% 1740 806 170.0 ON 170.0 1046 IMP 04 170A 1186 170.0 777 I70A 1344 MO 747 170.0 1484 170.0 758 147.7 1425 1700 764 CIA 1494 170.0 766 1953 1495 170.0 708 W 4470 7W tra0 612 170.0 058 170.0 691 170.0 life 17&0 704 17U 1276 1740 80 1801 1401 170.0 W 140-5 14M 1ra0 856 124.0 1401 1740 087 108.8 1401 1ra0 861 MA 1401 t70.0 661 � N BOER IMP 886 170.0 701 170A 1089 1740 795 16&5 1158 IMP 676 736.7 1150 191.0 W 123.0 1188 168.6 Ot7 111.* 1158 140.7 1110 020 1150 1448 903 707 1158 144-5 009 95.4 1195 t44A 006 � 9570 170.0 990 170.0 744 195.0 1248 1ra0 800 137.0 10411 188.8 600 119.8 1049 141.7 BW 108-5 1049 132.0 898 95.9 100 178,8 626 ERA 1048 1102 820 BBA 1049 118.0 819 910 1049 115.9 UI9 M 69 In 188.8 B 170.0 7811 170.0 on 1412 801 11&1 995 13&7 791 t042 90 121.4 778 920 9M 1120 795 83A 05 1004 791 090 90 09.9 M We 968 95.7 740 52.1 90 907 749 Z 7270 126.0 800 194.0 687 107.0 803 1140 647 91-5 U 3 101.1 878 00.3 609 912 W 71.4 003 530 BW e4.2 809 700 an 63.6 861 722 692 409 603 690 828 40.1 953 0.7 827ILLI 78n 1092 721 114.1 500 a7.0 721 070 010 70.0 721 $&I BOB 683 721 7&8 M 84.7 721 7&1 695 546 721 86.4 679 406 721 0A 400 95.0 721 508 954 34.1 721 601 653 J 7870 101.0 W4 195.4 60 042 884 69A 001 722 054 76A 676 83.1 964 70.4 957 001 684 044 958 50.6 884 0.0 651 42.1 6U4 54.1 641 701 004 01.8 50 310 084 We 04 '� Q 95n 860 414 910 460 846 814 67.8 495 pA 814 6&0 410 41.1 614 140 499 38.6 414 91.8 427 820 514 772 421 270 514 39.0 412 23A 814 W4 406 200 614 29.0 40 a 95ER 842 40 0.7 104 482 %41247.0 395�36.7 40 449 395 990 462 70.4 801 70.1452 32.9 378 27.1 40 703 878 2lean 36.1 987 98.8 322 31.7 817 367 204 312 290 367 262 706 21.1111 ER 301 338 8S-5 00 292 301 378 28.1 208 2fA 930 291186 39820.817870 27.7 20 202 an 231 20 20 20-5 250 173 20 101 20 160 20 182 249 1OB 148 248 110 120 240 OB 959 110 298 &7 288 144 232 Q r„ TABLE$B ANCHOR CAPACITY ADJUSTMENT FORMULA: CandwTwe ANCHOR CAP.,,,�, sLowmal 2311 Ooneal6 111k Cant. x702 F06d124U Prwme Mato pp-)X� }=ANCHORCAP.,", -� ll4•88 Me IFW Me 94.86 tato 11,08 a 0287021 IMBlael A6et1orC8pPetbms AMlwr� arts•egoU51Bea1 ve®coU6•cal U� 9N6EkoIOaem w81teUNatoe I A;1B�� U71aem Alam ease 0783 Stas(oS Bt1l110961 USE THIS FORMULA TO OBTAIN THE"ANCHOR EBD6 Nd p 2-0R r g10? sfo P 211r r 2 Ur r 8118• r ad9 aw 0324 CAPACITY REQUIRED"CORRESPONDING TO AN 10706.222 late 1214• 161N talc r 1-114• I•vd• I.1N• I-VIP 1aa• ova• z too• 1aI8• 16067 ACTUAL PRESSURE IREQUIfREMB1TFOR THE las 49aetanoAr a m 990 w9n t m N ma 2114 Oma al 42 OPENING,WHEN IT IS LOWER THAN THE Ml1LLI0A1 4 AIMas 4(11.18•NLl OA.t 81•laata(a 05560 2j 460 m 7w6e NtA 190 NOS x81 Seo m NIA Kok WA WA N1A 5070 09570 i12D m CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmmB C v Nn.0.0.1 216 AMIOCap7t 3}: 7UDm7 70870 mom "was 1"&$ 64070 5wm NIA 78D11e 71670 Bwm 189270 --s-B2-K- 89570 112070 9A131..LlON.RWILLYRwAMu+u6nuM ANCHOR 901st•• 4QIU ,Wo.f�•A1m5 d)c Na 790 t1M WA NIA WA WA NIA 160 NU WA H81 NIA WA 191670 CAPACITY WHICH MAY BE USED TO QUALIFY 1AIe96rtFa�1 6X 19670 nom We 22670 bum 18670 t4Dm mm ND t87m 89270 47970 t70f6s 22170 2070 ADDITIONAL ANCHOR OPTIONS FROM THE galenas 1.18A0t0C/F 240.7 awes NIA WA NIA :Ft loom Nb1 1495 NIA wA WA 84770 42870 ewm ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP- Ac RBV64)� m�glhms 1�1 fIaFG+11d15 rt l3oo"a Ac Na ffiIS,c3 FIGURE 1: FIGURE2: TABLE NOTES: on Date $021 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON ISWG THE TABLES AND MEET 28 FOR INFORMATION ON LOADING. BY • • SEE MEETS 2.4 FOR�GENERAL ,IN.S�TA�LLA�TIION METHODS. 1111 t 111111 2)LINEAIbA?w ut� 0j 13"A B"i I~kaoR OPENiNG WIDTHS IS ALLOWABLE 3.121V FIGURE ` �' ' e)NIULUO4@lA�NDDRMvLL/QION SIB SHOWN ARF YOT TO SCILLE.FOR EXACT DIMENSIoNS,SEE SHEETS `��. GENS P'k� • • • • FIG(fREsgSHOW SUGGFISTE� p�xE E ANAL RESTRICTION8 sF�WN ON SHEETS 2123. y': NU.58705 ANGLE CLIP MUST BE USED iN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 301 SPECIFICATi0N8.HOLLOW AND GROUT-FILLED b ` CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•9D.WOOD SHALL BE PRESSUR6TREATED FC . /L FIGURE 4: FIGURE 6 FIGURE 8: Y iIOJ PINE MITF1090 N OF 0.86.ALUMFNUM SHALL BE 8089 T8 AND BE A MBWMUM OF.126" p S FATE �.� �CA�}1 1 1'X(v W X.5"MULLION C7 \� { & Hd� � �`1 (18 GAl1GE)STRUCTl1RA1 STEEI TO BE AT (1'VF MULLION) T S,S/Ft DRl C� • 8"T L HO INTO ABET EXTEND AT LEAST S SCREW THREADS BEYOND �� r ON ® U� flF� THETi RUU �0 8 81O lYEEL 18�SS.OR 410 S.S•• • • • • • A L IL P1 ti 6870 P.E. FL P.E.8b870b ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6A �){ elualon CaRcHyTable fg Opembovam{wr msfemuy epmdng rm®wre)o►OlPanlnB How(prwr fh�lm9Y spamtn9 m001" i� Gain Gain 70n win Wtri 10091 t2oan 14041 twin T t7eotwlpd• f7edaepler Tnw7tlaa0 Rmten•d. 7Few B• Reetenp0et tta7lldmv CIL. v wl�& R 1x4x.426 Lao" L ans Loans L Laa66 LmMA tmm19 Laaft � Loans Lire LmfBre La3•re Loans LaaMtem• Loans6 � 1 111 1, f� � � om111 1� 11 11 11 11 1 1 11 11 it 1 1 1 -- II 1 11 11 1 6h 170.0 820 1700 4911 170.0 TI4 770.0 478 170.0 088 170.0 009 170.0 997 170.0 610 770.0 1110 170.0 621 170.0 1210 Imo 021 170.0 7188 170.0 61 770.0 621 127A 14D 170.0 621 *in 77&0 706 17&0 w 170.0 860 172.0 606 770.0 982 IM WO Ina 7723 770.0 801 170.0 1270 170.0 817 111W t= 170.0 00 190.8 1a0D 170.0 000 I1f] 13x3 170.0 890 67A 7200 90.0 880 �L veA26N 17&0 747 170.0 90b 770.0 WB 170.0 031 170.0 101!1 170.0 001 170.0 1186 170.0 7b 10&1 1236 170A 747 140.6 17J6 170.0 708 117.1 1230 170.0 708 700.4 1236 170.0 768 87.9 1236 170.0 768 W 0 win 770.0 797 170.0 812 170.0 9ve 770.0 891 17&0 1119 17&0 706 IRA 1108 170.0 603 Iva live 970.0 627 123.6 live 17&0 860 t01A 7168 170.0 ml 6112 1108 T.-I 661 772 1tve 17oA e61 m � 6010 770.0 880 170.0 721 16&7 7062 170.0 797 142.0 106 191.1 832 12LI 1062 14&7 916 1113 106 139.9 vet 100.0 tw2 130.2 791 82.4 1062 1: leg 71A 1062 726.1 7�t 8de 1061 72&1 782 6341 179.0 830 17&0 746 1812 BB2 163.0 679 72&9 862 iM4 799 718.{ wE 721.0 782 ive.8 962 MA 768 90.7 062 114A 768 7M 962 IOM 748 84.8 982 108.0 7" 00.7 W 10&0 7M 6881 teM eve 170.0 leg 727.0 917 14&0 7e6 518.1 067 1309 766 703.0 9R M117.T 762 81.9 wT ta&7 739 ea7 067 7622 727 8&9 Gal 96.7 n3- M.1 947 wA 777 513- 947 91.0 m 72n 79&9 069 1427 737 1793 866 121.0 772 9/.0 849 IOU 708 8M 069 9M a96 7M 069 8L7 889 87.0 069 823 078 o8A 618 789 868 48A 069 72A 880 42A 069 724 867 � Z 78In 116.0 782 110.7 986 902 762 1068 862 62.6 762 90.• 8ve 72.2 76 86.8 ve9 843 762 743 000 9.8 762 SU 813 4&1 782 62.6 602 41.3 782 89A 8U7 3&7 762 vee N0 J P �, J 76W 108.0 726 111.4 634 no 724 9M 621 789 724 629 609 veA 721 7M M0 0&4 721 88.1 091 0&4 7M 0&4 869 4U 734 67.3 813 3U3 724 063 BW 83.4 724 Ki.6 888 � � O 9001 8&6 ON 71A 483 6&0 86 80.7 474 /0.7 613 62A 486 43A 013 47.1 486 3&6 06 6A 462 3M So 13U 418 2M 66 34.9 426 24A 612 32.7 430 21.7 66 80.7 @8 � ve!A 079 47e 0&0 427 q9 478 49.7 46 10A 178 492 412 3M 478 36A 409 31.6 479 30.8 400 2&7 470 no 3911 219 478 20.1 288 2DA 178 26.9 980 17A 470 21.2 L144 403 377 41.1 347 329 311 31.0 335 29.8 977 30A 230 2&2 371 211.0 620 27.1 377 26.0 621 29.1 m 230 317 1M VT 79.0 310 14.4 m7 17.1 306 X c3 VA 387 37.0 323 303 3117 31A Ole 29.8 367 2rA 318 233 967 2M 108 2DA 367 22A 306 1&8 367 20.1 301 704 vel 17.4 206 V X Q N 299 309 2&8 278 wA 809 ve.1 27/ 21A 308 21.7 270 >M 306 182 te.8 30B 77.3 2B3 X 17A 212 173 190 0. r• ANCHOR CAPACITY ADJUSTMENT FOMWLA.' TABLE 8B TAble A P 1bbe0 86aial (pp-)% ANCHOR CAP. I m )4CHOR GAP.e, 2.7k 3M ono. Ho9ow f qAl MULLION U4'89 Ebb WIV Men 7H•88 MW 00 Mot 012 81881 011812• ApahorC6pPaltems Art6h0f� 3178•Eooi�on IwSout4mm S 3rICm"ummm IN'BoetllNOR lA6oe1 A2900AW rPS)eo•w(oe) emawta6) USE THIS FORMULA TO OBTAINTHEANCHOR Edge Otte qe f• R24W 1' 2.1(r &Ifs' 4 2.1rr 1. 24W r 3-718' r o.4s' o w' a.324° CAPACITY REQUIRED•GDRRESPONOB�i TO AN tatrtt 714' r ` dACTUAL PREBSURE REQUIREMENT FOR THE 2Amms6y p9� .aIB>•tlada •, 1 7409. 97/00 seems sloe 36192 2 Pot OPEN)NO,W)tEN1T18LOtl11L7;THANTHEMlJLL1011IArohde®2.78'Mh 0.affxaMad(a o7eegCAp Pp.3 7was No 9a 1H9ms some !1111 SMA WA 830106 WA soft W 612 4mms 1120•s CAPACITY(FROM THE TABLE)OPTHNCHORTED 19. B800a WA WA WA NU leo Fa WA WA WA W3- W 796362 177092 22W Oa MULLION.IT WILL YIELDAM941MUMANCHOR2 te62ea88292 50b me "Isms CAPACITYWHICHMAYBE USED TOMQUALJFY THE3-112)2th f3W+010sk 177o0e 1020Ibs 236 ma 2eM 93- tYl2ba 1 me 206BIbs 1o22M me ADDRIONALACITY TAPTiON8 FROM THEED 4AMMU 6)04s 68n.o.3-rU47fa81b.t26AOmI.(710.76 WA tYA WA WA WA WA ItlA WA WA W3- WA I7rA WA 1490 ms ANCHOR CAPACRY TABLE. as cm yigwithCT anW292b =103 478 ms WR 260 on WA 316.6 WA 46 D0 WA 941•a /481be 8801M mwmply4y with Ote Flali� 1am7•re 1.76'IAa0.W 96 /sofee 700 WA W3- W3- NA ma W3- A W3- N/A WA 862 me BeBme 1720•e -+' !.000° r' Build Nn1�0"b.'G)�°O� NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. OIDON ZQ�( TABLE NOTES: BY Mtmb) Qdagm FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4. FIGURE a FIGURE S. 1 1 INS @CTIo4p�,RS,9OL,N USING THE TABLES AND SKEET 26 FOR INFORMATION ON LOADING.SEE 1111 r++ • • • • • • • • • • • • •g � �TG`�'Oi�L�1HODS. ��"''�� Y ENPOI11AT1r�1 ge7191pkit M&6 LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 2PLINEAIVI;r Q': '•.it;, • • • ♦ • • • • • • • • • • • • • • SM05 4006 'k: Na •31MUL eA%*ANO AIL1(LIONbUpSlSHSWNMRE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 HOLES _ TO BE DRILLED 9d THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURES. FIGURES FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. •O'., • � 401 • • • • •••4)SLOW RATES:eowmM SHALL CQNFORir14TO ACI$01 SPEG)FICATIONS.HOLLOW AND GROUT-ROLLED %p()•'•, STA1 E F BLQCX*JNIT U)SHAK C*NFOI�TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW .128' : .P FLOR701. `tea • • • • • ••i� P O O d6.AtIfMiNU1S SHALL BE 808376 AND BE A M•tIMUM OF.9 °THICK 87EE1 SS iVI� �` •STUQ9•TO BE t�MUM T CK(18 GAUGE).STRUCTURAISTEEI TO BE AT LFJ18T.128°THIdC ��i 7�� 1L 11�• ANGLE GLIA(FIGURES 688)MUST BE USED 0V PAll7B •• AND".ALL ANCHORS O META L�AT LEAST 3 SCREW THREADS BEYOND T Fi£MATERW 1710& 1•%4•%.926` A LYNid�ItLER P.E. 1112 ANCHORS INTO WOOD MAY BE STEEL,1 S S.OR 410 SS. FL P.E.aY 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A M6WOnCa -ft Table OpeNOpYUitlih fsr9eaRy sPemtlg m Fiore me NOW(tor�"oro) y7 � Mtn 80b 701n BOB min 10001 1201n t401n "*In G OO"ta1104Y TrtWTlag. 7 » w T+ 9• tem LSgOfenp• Rmtm r TapMw& Rv*A9o� Tt1091da-S. Tom• t TlaNrrl■ro• s 1 7 x 4 x 378 'm wmwpL�ft (8f8� 1.m8n8 1 4nadQro • Uaaalup L"•ne U4Sang L"ft 4oae•9 toa8ug La" 4aa91• sat AkmTube lei mumon I, fill, 1 11 111111 1 fill 11 1 Is 1 11 1 11 421n 17"1 to 170.0 435 170.0 744 116.0 478 170.0 888 170.0 6qB 74011 170A 519 170.0 1119 170.0 621 170.0 12(01 170.0 621 VIDA 1488 170.0 611 170.0 178 Ins am Ina I= 170.0 021 481m 1170.01 706 1 1740 M4 Jim MD I 470.0 684 170A m 1740 880 170.0 I 1153 170.0 661 170A 12M 170.0 677 170.0 14171 170.0 M 1740 1703 1740 on 170.0 1988 170.0 MO ISIS 2144 170.0 Be 60.@62 1740 747 110.0 6�9 174D = 1740 Mt 1740 10(6 170.0 881 170.0 1fM 170.0 M170.0 1346 170.0 747 17411 1494 170.0 768 1740 140 1740 788 168.0 1999 170A 766 a" INS 170.0 740 111 0 842 J70.01 797 1170.9 612 170.0 968 117U IN 1740 1116 170.0 764 170.0 1278 170.0 803 170A 1434 170.0 W t70.6 1694 1740 W t649 1789 170.0 861 137.1 1799 1740 881 120.0 IWO 110.0 881 F 8018 170.0 866 1748 704 170.0 1083 1740 797 170.0 1240 170.0 816 17ao 1617 1740 844 170.0 1M4 170.0 998 1Md 1610 170.0 1039 12.08 1819 170.0 IOM 111.0 1810 470.0 1083 87.2 1818 170.0 1088 N e3M 170.0 930 170.0 745 170.0 Ills 170.0 BM 170.0 1302 170.0 940 170.0 1MB 170.0 NO 488.7 108 170.0 1078 Ht.O 7642 IM 1121 H7d too 1804 1140 180.7 1612 /W.8 1167 6&1 1642 187.9 1167 � g g�1 6601 IXG 874 1740 7M 170.0 1169 170.0 9W 1740 INN 170.0 1002 180.8 ton 470.0 1068 142.8 ton WA 1140 124.6 1472 IWO 1130 107.1 On 147.5 I= 914 14n 1M.0 1104 M-3 1472 146.0 It" a Min IMA 1083 170.0 878 IM 1276 I"A IOO9 t60A I= IBBA 1101 I= 180 led l040 117-3 I= 137.0 1068 is" 1=1126" 1018 OLo I92D I1Td fou 7b.4 iS20 Hza tDIJ mo 1ffi0 Il2b 1011 7681 +700 1122 170.0 987 IMA 1140 is" 1019 1442 110 1899 984 1123 11#4 1287 978 99.7 1184 1168 404 628 tig4 107.5 962 N.0 1104107A 940 64.1 1184 93.1 827 WI 1t84 O98 IN 78tH 160.1 1124 178.0 867 136.4 1124 HTA 066 1164 1124 1248 04T 1030 1124 It4e 931 w8 1124me sib 63o 1124 OU 909 89.2 1124 40.0 m 688 1124 648 661 Old it24 831 878 901n 1044 816 111.6 760 041 BN 048 n8 ?L2 644 82.1 724 074 640 738 712 841 84/ 88.6 702 64.9 840 GIA 8A1 40A BH 818 876 848 BN M.0 886 J2B 014 47.7 BBZ 0801 SM 742 814 BBS 742 742 773 W Md 742 673 041 40.7 742 40.6 831 49.6 742 64.1 On 44.8 742 48.8 614 37.1 742 438 600 Jtd 149 59.8 890 174 744 �8 684 10801 62A we o" 630 8./ 686 636 52t K7 NO 404 813 50.1 688 41.4 806 Sod 686 578 4" 318 688 343 402 20.1 588 29A Mt 225 880 20A 472 104 NO 24.7 466 N III hl x S2 s2 a4 t•6 MA 60:1 40.0 666 49.6 496 41.2 50 42S 487 MA 640 30.0 480 8.0 = 04.1 473 .16.8 � 318 � 24.0 856 27.1 407 204 635 24.9 448 18.0 616 224 411 1201n 48A 476 40.4 40 36.0 498 8.0 420 820 476 337 420 244 476 28.0 LH 48.5 478 28.0 440 728 478 24A 404 19.0 475 21.1 396 188 471{ 10.7 567 tib 176 17.2 381 C~,T 7( iM b 244 3e 26.7 305 220 380 22.4 361 140 3e 148 10.6 330 t7A 283 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA* 0hor C Table Ile24 DP_)X(ANCHOR CAP.�,., ANCHOR CAP.- 36k cow ema F7AaCe41 � Nt8.8Ioo IW 86 EI9 6tt8•Soo Ire'861306 m steel 11129tW 0(28188 AaohorCBp Patterlla A.W M-WbM 194•Sloe Uk.. L.. 3116'ON l UMN IW me t0eae•1 u5mem Aft emaw(66) (om em•a 16A USE TH19 FORMULA TO OBTAIN THEANCHOR FA970ww" r etre' r 2.1Q• 3-wr 1• 2-Im r 2.1/r T 3-vr 7 0.46' 46r 0.324 CAPACrYREQUIRED`CORRESPONDPIGTOAN EmSeftel i-aw low` 1:1x4• 131Y 7 1.19r IaN` 1•t/P I-v4' mw 1.ur 2 t 138' lad" ACTUAL PRESSURE REQUIREMENT FOR THE 2An411ma®4.70'ida. ../ er 4402 MO m 2702e roe m 7 374 ex 6a O16m m OPENING.WHEN IT IS LOWER THAN THE MULLION 4AmonA 22F 31N.0.0.l Mm4a0( O&W ff#31 mrm 70028 mega 41000 989a1 KA 68000 WA Was WA Be00 WA 8800 88600 11202a CAPACITY(FSM THE TABLE)L41NIM MANCTHE SELECTED 6Am5aa661.IrMkLOa/mand"wo=)G Wv. eM23 1400Ba WA WA A -MMS KA WA WA N9t X3ga nT99a 224020 MULL TyWHCNL IT MAY YIELD USEDt1MAN QUALIFY i ara5aa a•4an o.c.IR3al6AIa•c9os/ sx Wa Wa 4MOt" teem eao Gem WA m 7402 m tff2s Mem BMm lWito CAPACTY WHICH MAY BE USED TO QUALffY BAm pe-2.Mmoal 016 MPS ft. 117924 H702e t07Dm 234024 -2W4-90 Blom 84028 WA IiOft 11222 13em 209800 10222 1872 f8em ADDITIONAL ANCHOROPTI0NSF170MTHE 4 Angm a"s,b98.aalOCBp.6de,124'Apm.M lira wA WA WA WA WA WA WA xra WA WA WA x81 x/n 14002 ANCHOR CAPACITY TABLE. PRODUL7,Rsv(� 2Am1q 51-71rAm.7-11 Ip Bk 98022 98028 2902 lm mg 47823 NU1 24028 WA 9162 18A Arm WA MUMS 44200 8802 m��wshlhepIwwa dAaW7a 1.46.43hO.CJF 4em 7062 N00. WA WA WA M02e WA 8oA WA WA WA BB29a eMm 11202 -�Z18.0 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANGOR VALUES A8 T1 iE STANDARD CLiP. 'I 1.082' I` 1' r pIW � 9021 TABLE NOTES: BY FIGURE 1: FIGURE 2: FIGURE& FIGURE 4: FIGURES FIGURE E 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION Irod1Ai ONr./ADri"ESSSHEETS 14 FOIj GIW M%%WAl LATICN METHODS. ` \f t 1 11 r A1, • • • • • • • • • • • • • • • • • • • • • LYNN. WNEARjgT�R�1�101•IBEFWENM00 0ULNLENGTHSANDIOROPENINGWIDTHSiSALLWNABLE �� `x JGENS� ''•F� • • • tAl1LG0{fIAB�t01� 1fR�1907 TO SCALE FOR EXACT DIMENSIONS.SEE c • • • • • • • YSHE�8Yi�23HOL�S�TOB DRIIZEpT(trfiEFIELDFOLLOWINGDIMENSIONALRESTRICTIONS 40�' 4 N,,.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ t,�2�....��,,...,,,:7 FIGURE FIGURES FIGURE 7: uz •4)Sl� TSB: N ANLL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND L y ; Qj I1ggAA ¢Q -��•.�• 6 • • • • • gROL�F�.I.EDREA��LOCK UN 871.011 CONFORM TO ASTM Com.WOOD SHALL BE �� '•. 9t O� • • • • • CRE RE-T B��S� ANSOOF0.56ALUMWUMSHALLBE %.C� ., PL OR\OM•'�C9ti • •No AN 375' 37f• .� tP- ANGLE CLIP(FIGURES 880)MUST BE USED IN PAIRS. A1°X4•X.378� t•X4`X 396° r A LYPMUMIL507 P.E.RS INTO 1NOOD MAY BE STEEL,1&8 8.8.OR 410 B.S. T•h81I110N MULLION FL P.E.#58708 • • • • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A Muloon Capacity Table DIM openingW&MM Mr numone arOp6ningHelgbl(tor49aoA0ane) Win 0697 win T so to L90 In loin 1201n 1401" Into yy�yyT771 1�'1 ne9rr� Tte(Y11aeg ReetaOadar TtepiM•9. R64 b WPB Twnlemq 1 Twfifi 779 'oa9 mss. met p^0. 123 1 Loaft Loaft loa•n0 Load" L-AnB Wan0 Lot" Loaft Looft Loaft Looft Las" Lwft Looft L aft Looft Laeft Loaft3.18r HY Tube Will III fill, � � I a � fill, 1 11 il Jill If H 1111") '11111 ,111in � I�IN 11111 ICI I d y¢ a m O r 481n 170.0 M 170.6 438 170.0 TO 170.6 478 170.6 8N 04.0 606 170.6 99L ITaO 819 170.0 1118 170.0 921 170.0 1240 170.0 621 170.0 1408 170.0 611 110A 1780 17x0 821 561A Ilea 170.0 021 481n 170.0 708 170.0 M 170A NO 170.9 864 170.0 092 170.6 060 170.0 1113 t70A 681 17U 1278 170.0 977 170.0 107 170.0 BW 164.0 1618 170.0 NO 1327 160 170.6 677 1161 INTI I= no 80.8'2In 170.0 747 17x0 803 178.6 898 MA 031 170.0 1048 170.0 961 Mo 1106 170.6 774 17a0 1148 170.0 747 INS 1108 170.0 706 139.2 14M 170.0 7N 119.3 1458 178.6 708 1010 1406 170.0 777 841" 176.0 797 170.0 812 170.0 880 170.0 061 170.0 1119 170.0 784 170.0 1278 1704 803 IW 1878 17U 937 14x8 7378 170.0 WB 1223 1378 170.0 081 IK8 1378 170.0 all 91.7 1378 I"-* 801 m 61 In 170.6 a85 170.0 701 170.0 1064 170.6 706 1WA 1106 170.0 876 139.0 11N 107A OW 123.0 1188 INS 910 1112 M1i98 1804 812 927 1106 111.8 906 704 1108 IMA 906 894 1188 144.6 906 � 63N 1704 en 170.0 746 177.1 1001 170.0 680 1876 1001 1N.9 662 1'2.7 1061 1@0 818 108.7 1061 137.3 067 09.1 1061 125.7 M 90.1 1061 179-0 On WA 1051 119-1 621 $0.0 1061 119-1 021 � {, W 87 167.1 067 17ao 788 139.3 907 101A 776 1184 987 1410 706 164.4 067 1218 7A 92.9 967 1128 787 83.6 SST 1068 769 898 09 180.0 780 89.7 887 984 749 622 1167 964 746 g �3Fp 7281 1267 aG 136.2 779 107.3 904 1162 664 81.9 804 101.3 671 77.4 604 91A 677 77.0 804 94.1 60 64A 804 76.8 90 WA OW 79.3 063 46A nl 884 M 40.2 844 89.8 SM 7887 109.4 722 114.6 630 912 712 062 818 762 787 86.8 M 98.1 722 76.7 1088 60.6 772 70.3 888 84.7 722 88.6 660 464 792 69.6 670 39.1 772 663 806 34.2 778 882 894 ..1 Z a r 7910 1012 ON 1068 900 64.4 660 06.6 e0 723 60 784 677 632 M 704 688 662 698 84.8 960 MO ON Oat ON 422 OU 60 352 660 61.4 637 31.8 WB 60.7 08 N �' 9019 WA ON 984 487 64.0 018 67.6 418 47.1 618 77.1 40 412 610 U.7 434 384 519 40.8 428 130 618 374 112 �A 616 33.1 113 246 816 304 407 20.6 816 161 IOL � K 9818 842 406 664 410 463 IN N.1 397 US 4N 414 391 334 483 384 30 302 4U 33.0 979 27.2 063 30.1 374 Y2.6 4N 264 308 194 068 212 98D 17.0 406 22.9 348 f" � .0 1A r loin 38.1 388 39.0 31A 3N 320 318 872 3N 261 313 23.0 068 261 806 212 388 717 304 19.1 306 204 300 184 886 18.0 780 N raj 11117 381 336 364 306 20.3 336 30.1 701 7a1 3N 28.5 297 720 398 232 206 19.8 336 204 206 17.8 S38 10.1 286 � K � In 12018 27.9 no 294 201 231 284 23.9 260 109 200 20.6 268 174 290 192 206 181 Z� 18.4 849 y0. I"In 19.1 201 1" 106 a L TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA' 0' D: An Ca d e 066 ANCHOR CAP.,,,,,l IWte 27k0arc 65ccau. HdbwbAU FMacNU FT17am Meld (OP-)X� /-ANCHORCAP.- 8n9'Bk6 114.96 W it Eke IM SS Eko 9108119 0129M 0728teel MULLION CAP.,,,,m. AnefiorCOp Patblaa A71ar arts ew imtam Vr Br00IItaeon UBot. 8MP Euo 1(Oteoae Vr EleoulwanAgWaGeW UMMON A001adnr SCION(ON Saar taR 61061(96) 113E THIS FORMULA TO OBTAIN THE*ANCHOR Ea64pamtre 1• 2•U2" t• 2•fl7 Etre' t• ZV7 1• 2.112 T &719' 7 0.m' o.w a" CAPACITY REQUIRED`CORRESPONDING TO AN 1-0W tar IN41 tar r 1.114' 1-113 t•Va• 1•Vr i-V/' 14.6E z 138• tare' retea ACTUAL PRESSURE REQUIREMENT FOR THE 2Arct•• 4.798an .c. or 04y 0 81.6•3 900 46003 B90me 1814010 Nome 260.8 r tN 06428 96 m3 4060 m OPENINGWHEN 1T0.3LOWER THAN THE MULLK)N Aottps 1.16•Nh O.41 WA00 a w 460 Bq 706 64 SVA WA WA NIA 80666 WA WA WA NIA WA N8ma 806 b 112020 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AM?=B a°Mm.Qa.l 216 0108/ 4 78410 78.064 63003 no" 189603 64008 6Wm NJA 7Wma 74910 88008 19929• 68204 WBma 112b MULLION.IT WILL VIEI.DAMINIMUM ANCHOR 4 Arcro•®o.48'4an.o.R/ua2p,O9o.t�'AAm1 d) NN N91 WA N01 NW NU WA WA WA NA WA a6A NW NIA Uwe@ CAPACITY WHICH MAY BE USED TO QUALIFY lAntrM9 19810 -INN 9888• 44903 8784• Woes 140 to 17703 solar Uft MRS473108 t7em4 22177 ffi068 ADDITIONAL ANCHOR OPTIONS FROM THE 2Arcm3 L18 AOa 0.81E 20 m8 M N1A WA NU NU tmLa Nal WA +CIA WA 110.6 1010 4429• NOM ANCHOR CAPACITY TABLE PRODUCT RSVIBED NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as rBfl1plying whb do 1•-1.280'-10 M=m lfo•'621$•0.3 FIGURE 1: FIGURE 2: TABLE NOTES; Date • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR WFORMATION Nuum pro" ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t 1 I I I i 111 • ••• • • • • • 9VAR4NTS•RPt•LA*ION••BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��jON�LY 2j • • • • • • • • 3.168• •( �rENSF •.,� FIGURE 3: �� •• i ��A1$ I.IdN�UPB SHOWN ARE NOT TO SCALE.FOR EXACT DIMEN910N3,SEE '•.�c�' fila MUSt DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7':•' P10,50705 BE USED •• SHOWN ON SHEETS 2-3.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2w W PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND1701�0 I}TEBLOCKUNIT(CMU)SMALL CONFORM TO ASTM C•�.WOOD SHALL f � . �►.1t%FIGURE 4: FIGURE 0: FIGURE 6: RE SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE � ' • • • • • 6063-TbAND BE U� .128°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1.28°X 3188'X fie°MIALtON :��`� FLGR%DP"-•' •• • • •.045•TIMCK(18 GAUBE).STRUCTURAL STEEL TO BE AT LEAST.126°THICK AND A38.ALL (1-IIr VF bULLIOM � .......... , • •• • ANCHgS INTO METAL SLME)(TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERNAL. i t •• • • Wi #10 811112 ANCHOROOWTO WOOD MAY BE STEEL,18-8 S.3.OR 410 S.S. A.LYNN14iLIL�rK P.E. FL P.E.$58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE QA � M ft.Cwww TOW 8 an't Op9atn Wldthowb �Omallons)orOpeetnpHagM(QQtM a6Bom) Min Bois "in Wm Bol. 1001 min 1100 IN 63 mu..du 1opmm�6 --Fur 1twon1 RoOM.nm TW44o9. RN12DI v Toonft . Re4tm�30 To lm'g. Rem mon ftwd-9 1b Arsaar urorwar2• Raowo*r TMRdeg Raafow" T•NT441q• 6 6 1.2a325 Load• taediq LWdbO tommq La" LaMa load• Lad. Lmdna Loaft Loa" t.adq t4a•'q 1.08*9 Load. Load. Leaft9AWMTubs Y gg tI d00 a fill, 1 111 11 11111 1,11, 1 h h 111 h1 111 11 N 420 170.01 aW I Ina 438 1ra0 744 f79A 478 IMI We 170.0 1 606 vaO 1 M Rao I 618 170A life 17ao 1 621 1613 110170A 521 12f.7 Hie traa W1 409.6 life 170.0 of 9&0 ilia 170.0 621 461 11" Tae rro.o 124 110.0 870 110A 864 W.8 978 1T00 No 1417 We Raa Wi 1214 970 IM W 1R.3 are MO am eze VMS ROA 8W a s s76 RoA BW 73.3 971 trao aero 50.8W 1 1raa 7n tio.o hes 170-0 6B6 froo Wl t50.7 B27 f70A 864 i31A 87I 1866 Toe 1112 921 166.1 BW tm.6 Of ta8.3 eve 87.9 own 166.6 Me MA 017 158.3 eK Me 827 15&3 sen � � to a1 1740 797 170-0 811 164.0 ase 00.0 Wt t37b eW 153.9661 1t" we %to 169 103.0 889 Me Geo 92.7 069 1W.e WI n.3 869 ass 862 Bas � 128-0 962 6rs 98B +tae 66P W �O W 0 141Q TM to&8 694 110.4 44B 1823 820 102.3 746 1178 GO 09.6 746 107.8 599 7" 7M 101.0 pP 71b 7N BBA W/ 517 748 B13 663 611 718 913 50 44.8 7N 9e3 583 � 630 123.7 FR 1310 679 103.1 8T1 1139 618 88.4 6" 100.4 Me 778 077 91.4 6M S&7 Err 662 608 81A ail BLO 631 11.6 07r 7rA Me N.2 aT! 7a] 317 177 raj W9 J 861 107.0 617 1/4.1 Me 0.11617 VA 619 7&9 617 883 609 67.3 617 Tae SO 5" BR 72.6 494 618 617 6&7 461 44A 617 64A 483 59.4 817 61.7 482 3&8 8f7 617 462 921 8QA 61B 87.1 4W 80.1 We 749 NO 68.1 SIB 689 492 Big 510 68.6 495 49.1 118 61.2 419 41A 51a W.7 414 24.5 818 Mb 408 19.9 6f6 ,0A 418 P6.9 618 45b 406 781 716 40 r&7 4W WJ 4W Bfe 3B8 58 486 5L9 3W 44.1 166 4BA SM 389 488 46.3 878 80A 486 U-2 9T4 x0.4 466 38.3 307 25.1 40 MA 364 22.0 tW Me 3B3 761 662 441 660 ear M8 N1 61.7 878 f66 N1 60.8 3rII 4&0 Nf 464 988 9&II N1 41b 3W 57.8 Mf 38.7 no 379 Nt 81.9 918 P3.3 N1 99.t 318 210 N1 227 3M K 901 424 S32 43A 9W 30.4 33P V-0 ➢69 Me 931 323 294 20A 112 IIBb WO 23A = 28.1 PW 21.2 332 2A.1 772 17.7 8C! 11.3 • 168 992 19.8 2B1 113 93P fa7 PW G r W1 WA gal SOA 280 28.1 W1 M.3 256 25.0 291 UA OR 21A 291 215 248 f9A Of 21.3 9M 178 191 195 141 t4.B 291 1).1 138 12b PBI 16.6 23Q r' O 1091 24.6 280 Mt 208 20.9 YW 11.1 2 17b 138 18.3 201 16.4 280 1&2 196 1111 728 116 Q&1 t97 169 IIS W.4 191 1&P 216 f6e 181 14.1 210 14.9 t66 N tW1 17,0 tar 16.1 170 14A w 198 10T K •_ Q - d TABLE AnmrBNh 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 4dlANCHOR CAP.�,o 278 c4mmtn 3M C.•. FQIM4g01 PT24a46 mew (DF_)X� }-ANCHOR CAP.,,, 1W 88 EWO 5flIr OW 1W as Flan $10 81W612 8md a123md MULLION CAP.,m.,.,, Aflahm Cpp Pattern• Arolnr •1s�'Im earn 114 Elea tlft= wwle4am 3W Elea bOM 11P SOD l5he¢® AW@G fa tftmww A SOM(GO)80W((M g�(ST USE THIS FORMULA TO OBTAIN THE'ANCHOR E*obtam gay r 21YC r 2-1w 3•U8' r 2•tl2 r 244 r 3.7/S x 0.48 054• o.su• CAPACITY REQUIRED'CORRESPONDING TO AN Em6aSmem(1 l+ol' 1ar4' t ' law' x Mw 1-114' 1-tw• 1-tw• 1-tw• f-IIP' x lal5 late• vlee ACTUAL PRESSURE REQUBTEMENT FOR THE 2Anodom® . 8Fm0mdatt54af tk 0. 450B• 18446• 270 06 w 7400• 314 m6 04 64 818 t M OPENING,WHEN IT IS LOWER THAN THE MULLION 4An4No•®MV M1.O.C./etmalad(or 01bd)O1p(Fly. 469 me 71661 WA NTA N A RRA 3W M NIA NIA WA PBA IA 682 roc WSroa 1tW in CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmdmI6®rNa.aalta)uBA,•iamas/tt143% 78Dme iaoare Worn° t5was feeems Now No 1a RrA TWt66 74B an swan tes2a6 68261 easme t1Wm6 MULLION.IT WILL YIELD A MINIMUM ANCHOR e AneMn®064 elm.o.C.t itL�,fam.tapALm.IFlA 4k WA NA wA WA NIA WA WA IRA QUA RIA 62A NA WA 9W to CAPACITY WHICH MAY BE USED TO QUALIFY f A6d•t! (F1& 18B Q• seams affi6a u62• BW ma 19aib /4068 lama 370879 16700 932 me 49363 170 the 22161 20865 ADDITIONAL ANCHOR OPTIONS FROM THE 2Aa486m 0 1.WWAO.01 F44 ft UP 2q.e 3W 65 t0A NM NTA RIA iWY t0A WA i RTA I NIA MA 34168 44 6W ma ANCHOR CAPACITY TABLE. I FRODUC�4fa gREVISED r49yIq%vMdwPWdds Bmp 1260' ��.plj.)pi•O'� FIGURE 1' FIGO E 2: TABLE NOTES: 11 1 w 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS Eder • tt • • 2;�N BETWEEN MULL LENGTHS AND10R OPENING WpOTHS IS ALLOWABLE. • • • • • • • • IOURE 3: • •• • � LL1dN CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 2�' >a''• �lGENSF 1 Q MI18•f•• •4 �'�TQQ�E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOW ON 9 2�-'l3.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. : '/ No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - FIGURE 4: FIGURE 6 FIGURE 6: • ••• •� -FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM OM WOOD SHALL 1� -'U'•. g /�!` • • • • T W SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE -7 p� s'A l:(F • • • • • 100°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1 : •.,A(0fytgP. !� •• . • •.045'11490K(18 GAWE). TURAL STEEL TO BE AT LEAST.128'THICK AND A38.ALL 125 X 3.26'X.1W • •• • ANCH"INTO METAL SMAUsEXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL `1/(7N M- •• • •#10&IA2 ANCH"INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION A.b1Q RQLL2A,P.E. FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 10A 660oe Capaft Table 0MR) op ming ilShch rwwwwIM01y8N u6Aof6t)•rOpufMY HaIgm mr wvwmw ) 506 506 Ulm I 6 I 60tH I 1001. 1206 1M TuWl6tap• peela08d•50 TispRrtml. 6 05 126X325 �6 L 9I. T�iaw � TLLeaft Waft LnWa1 10 RKtWVWW11Luang TW0➢ La� TL2K*Q 1u06B Lad.Y� lam 1m9n0 Looft Looft >t ZZ tf d RAU Alum.Tuhs $.. 'fi.. `g VIIIIIIIIII i T11 [h 1,11111-1 O 426 17&0 620 1709 196 IIIA 744 1709 1411 170.0 08 170A 606 1700 661 1709 516 1700 1110 1709 671 170-0 no tills 691 170.0 UM 170.0 671 90.0 1156170.01 671 Inc 109 409 01 0M 170.0 J0 S79a 691 Inc 00 1109 661 Was 690 1709 620 170.0 -.f 138 170.0 Of f70D 1776 1WD 877 170.0 1417 1709 M tills 1700 110.0 650 1647 1978 170.0 ne 1M.6 -if e" 1109 M � N 60x 1. 170.0 M7 1709 683 170.0 60 170.0 671 170.0 1016 170.0 661 496 110 1700 799 ins 1316 5709 741 110.0 140 170.0 IN 1109 JIM 170.0 768 109 1377 170.0 768 133.6 1877 1709 750 W 88 Min 1709 711 .0 Bel 1709 866 1700 681 ills 1118 170.0 764 MM 1976 1704 60 40.0 1434 109 B91 1709 1611 1704 WB 1689 till 7760 01 131.1 161 170.0 Of as fill 1703 861 WM 170A 850 1709 701 1789 1D0 170-0 /N 176.0 1910 1700 678 170.0 U17 5709 816 U7.1 1611 170.0 850 MA 1611 1104 103 1200 1611 170.0 1067 509.8 1611 170.0 1681 80.8 fbft 1709 M0 00 10.0 90 150.0 746 170.0 1118 1700 00 170.0 1507 170.0 119 1680 1710 1709 10U 199.7 1970 170.0 1076 1263 13M 181.0 10121104A 1350 1650 709 0.6 UTO 1663 1070 78.3 4370 1503 WF0 g W M 170.0 974 170.0 70 1709 110 170.0 83 1660 1718 1700 =2 1382 1218 10.6 1019 121.1 We 16.1 1000 109 U48 1999 08 800 1248 ODA RB N 1241 126.0 876 80.1 120 YlBO p6 Z (A J 720 161.0 1018 1709 the 136.9 1048 1021M 1190 1111 1321 076 SOtA 100 1H.1 17.2 1%$ 11.37 816 05.9 1896 102.7 08 500 1046 503 616 50.8 1099 813 00 62.4 1018 01.1 y "In U2! 911 �.1 262 1180 811 726.6 60S 1019 011 11t9 TI 610 B4f 100,0 M 713 M5 11.1 750 71.4 811 Wa 767 50.6 NI 77.8 7M 619 811 744 137 410 991 793 750 Z 5a-} 7810 1910 04 1374 763 7100 504 1169 IR 843 MI =A 750 829 BBI 81.1 740 773 OU 68.1 790 W4 WI 783 721 689 691 10.7 ill 47.1 01 8fA 701 50M 360 877 0.J 60 11.8 Ni Us 686 679 611 86.9 616 517 871 Us ON 47.7 671 621 BW 43.0 671 UA 661 26.6 671 491 678 90.7 871 897 631 78.8 671 37.1 826 m Q O W M 10.1 611 12.8 621 640 Be 6fA 518 500 90 53A 60 44.9 650 47A 6M 793 00 1330 450 36.4 00 994 40 786 650 3L7 477 263 bW 71.8 40 721 850 500 181 )( OCi �p 10BM 487 488 500 01 4L4 486 12.6 414 03 10 97.1 108 SI.1 40 320 IM 270 40 28] 350 79.1 450 71.1 01 20] 460 216 30 40 48B 719 376 146 450 190 310 1taY CO 111 In Ib.1 441 463 450 3B2 441 33 30 99.7 441 361 387 29A Mt 709 30 25A Mt 779 376 728 441 240 M 10.1 NI Ms 30 16A Mt 19.9 366 1133 441 1TA 261 UJ X 170M 9L9 378 509 7M 909 911 $102M 20 976 2611 334 227 318 23.7 379 20.1 378 213 926 10.1 716 18.6 391 141 376 76.7 7U (� 1p 1M6 279 509 212 242 179 2M 110 231 16.0 26.4 16.9 738 TAB 10 ANCHOR CAPACITY ADJUSTMENT FORMULA: - •� AnahwCapadt9 Table ) ANCHOR Stb 21LO6artte sal7zne. fNv 10001311111 OQO Mm• PP-14 �-ANCHORCAP.- vd•BBero Eta, veasam mollies Y12ato01 1126tow M1AI.LONCAP.,,,.,,,• AndwrClp Pafteme 9f6r Ek9uta06n yr 16touamew ula0o�i1 6rye 13501 otan ve ScoL80eon vaaem AgWzGdW aL18•(O6) aw acme(66) USE THIS FORMULA TO OBTAIN THE'ANCHOR Dance t• 241r r 2-IT etre t 24M 1• 2-11r z sort z o.4s• oar 0914• CAPACITY REQUIRED'CORRESPONDING TO AN am61anm1 HE t8M• tale 1x74• t e r t-v4• 1-vr t•fa• 1-vr 1450 1-w z tab' f�a AC7UALPR WHEN SLOWERT AN THEFOR U 0'MM oc.7&aMs0074f0m IF 916 810b •8 6M 8q 270.9 ms 06 4om6 374.8 0610s 946r t - •B OPENING.WHEN IT IS LOWER THAN THE MULLION CTED 4AMb= 1.16•M070.11 f alen=(vOf6m Cap 0n 27 w= TW06 WA WA NIA 3Ws WA WA WA WA WA 88210! BW 818 1150®6 CAPACITY(FROM THETA MINIM MANCHTHE ER 4Ane1•le SMhO.C.lpj216A*a I 8) 750 Bq 750 B• 650®! i8WE6 5wfl)1 6504. BW106 71930.0 71 IN 00916 169769 502®6 65010$ JIM ft MULLION.IT WILL YIELDAMINIMUMANCHOA 8Arc6•s®o04'MN.0,0./u .BBo.4W'ATa6. N) NTA WA WA 1OA Na NOL WA n1A WA 1101 WA !9A NM WA Wo•t CAPACITY WHICH MAY BE USED TO QUALIFY 1A7r:t7r7 FClp W6o9 /9106 276 Btt 446 ma 622.6 186166 1496. 17710 370100 19704 SRIh6 479 kt6 170.06 rob Z6 ADDITIONAL ANCHOR OPTIONS FROM THE 2An40w6 1.16'Mlao. F 2.0910 Owes WA NO1 NO1 NU 150.9 NTA WA NTA WA WA 391618 4Q 106 Worcs ANCHORCAPAGTYTABLE, PROmUCTRBVL9ED mc�plyi glvtibtheplagib Acoept-W No FtGU 1: FIGURE2: TABLE NOTES: 1'250' � 7� • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION B7 • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7 t 1111111 • ••• • • • • • •• 1, ��' • i •�Ll�gt�ijpp:ILA=IONBETWEENMULLLENGTHSANWOROPENINGWIDTH$19ALLOWASLE \` y�n�,, 3333,R7��A AO RE 3: �.• �tG1EN$F'•., 1 • •• • • • • ••* S SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SFE qq((NtlpQ • • 3�MU►LIQP1 9110 2lULLKL66 Cil$�Musl•• SWEET021-238 HOLES"BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58709 • • • • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. IN PAiRS. 4)SUBSTRATES:CONCRETE$HALL CONFORM TO ACI 301 SPECIFICATIONS.HOi.LOW AND �z • ••• •GRI JWW.LED CM REE§LOCK UNR(CMU)SHALL CONFORM 70 ASTM 0.80.WOOD SHALL 624' FIGURE 4: FIGURE 6: FIGURE 6: • • • • BE PRESSURE-THEANED VELWW SOUTHERN PINE WITH AN SO OF 0.6&ALUMINUM SHALL BE __L U • ••• • ••0883-T&AND BE MMNI MUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND :�F'•.FI..... • •• • V T ('16 GAUGE).WRL40TURAL STEEL TO BEAT LEAST.I2V THK2CAND 936 ALL �,,'s.4' • 19lCHty281NTOl ALSAA�AE7(TENDATLFA3T3SCREWTHREADSBEYONDTHEMATERIAL 126`X3.2GXA2r �i�710NI��.. t�• • •• • •1310 8 2 aNcato Neo WOOD MAY BE STE3.18-5 8.8.OR 410 s.S. �-� A.LfNN4JflLC�R,P.E. FL P.E.N 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 112 Mlmbn caparafil Table eN901• � 0110111110 iM4191�veltica6y 0perolbgm109re)orDpe11Dm Holum(b1 ) Bio 60111 706 BOta 9010 =105206 1486 1806 ��qt MclmBuits T+apTd�B- Rldi6dn TrgNfoeAp RUMViu ToiptTdM ltwt 4o�du T140mo9. RMmpttl TvMA* RKIs older TmTddp. Redorjlu T•WDim2. Ridmm•itt IwTd01O. 11seWgdu T/wift. 40$ ,25X&" Lom" � 14tBo9 Lowlao Looft Ld2d" Looft Loa909 Lotdo6 iaa9n2 Looft F.4idiap loeevp LordmO Lo" Luft14atn0 losdtr• �IL Y Mumm fill 1' 1 a I fill I a 1 11 1 1 a III, fill, qh $ Bta 110.0 I 020 Me 436 1 170.0 144 170.0 478 wo.0 I 868 f70.o 608 vOA I 992 v0.0 618 110.0 if" 170.0 625 570.0 1210 HOA 621 1102 ME 110.0 621 TIDO 1796 i 110.0 625 110.0 1889 110.0 621 4810 110.0 706 Ind 628 170- 050 170.0 694 170.0 992 570.0 no 110.0 1139 110.0 864 110.0 1270 60.0 871 110.0 1417 170.0 880 170.0 1700 170.0 680 570.0 1883 1702 ON 170.0 OUTVGA 680 6029BH 170.0 To 570- 659 ITOA 898 MO 887 170.0 W66 170.0 684 110.0 1106 170.0M 110.0 1946 170.0 747 mo 1494 1100 768 110.0 1793 170.0 768 170.0 26a 170.0 168 Inc.2385 170.0 768 r� O 641. 110.0 101 110.0 619 170.0 966 170.0 891 Me 1118 wo 784 110.0 1276 WOA 803 170.0 1434 110.0 887 170.0 16% 110.0 666 1100 1819 1700 881 .00.0 4935 170,0 561 160.2 NO 170.0 081 m 5q$}s O- TAH 110.0 886 110.0 101 170.0 1063 170.0 797 170.0 IM ,to 810 110.0 1417 I10A am 170.0 1694 Ing 985 110.0 1711 170.0 163 110.0 ME 170.0 1093 148.3 2189 170- 1059 INA 2169 110- 1089 6310 5700 970 170.0 746 170.0 1515 170- 860 Me 132 170.0 810 170.0 140 110.2 %IS 170.0 1673 170.9 1078 570.0 N 170- 1111 168.0 9080 MO 1169 M.6 2080 170.0 1111 IVJ 2080 /TOA 1R1 LLa3 BH Inc ON 170.0 76 Inc 1189 170.0 903 170- 1966 170.0 1002 110.0 1666 Inc 1086 ITOA 1763 170.0 1166 110.0 1818 170.4 1210 143.0 1969 170.0 4476 121.0 1966 ITDO 1266 iQ75 1910 170.0 1488 J 7214 170.8 1083 Inc 879 170.0 1276 170.0 1008 v00 1488 176.0 1126 HOA 1100 110.0 1228 164.1 1734 170.0 4816 136.7 179! INS 13H 115A 1134 165 1361 61.1 173 160.0 1952 987 1734 M02 1862 1017 170.0 1122 110.0 937 170.0 1848 110.0 1080 I6.6 5108 ino 17-9 MA 1669 1662 105 131.1 1659 161.6 1286 117.9 IM 1413 1265 953 1859 110.9 1225 84.9 1665 IYA3 1219 737 1668 W-2 We � z Tota 60.0 1161 170.0 OR 60.0 1101 110.0 1116 162 1471 108.9 1246 136A 1477 162.0 1221 121.2 IN? 7991 1288 108.1 14T7 1296 HBI BOA 5/77 119.9 1ffi9 77.9 4179 110.0 1169 697 1677 5083 7161 9010 U20 1110 HBA 886 118A 1110 W-9 9M 101.6 1110 W7A 861 898 5110 88.3 836 782 N10 9.6 922 7L0 5119 Co.? 910 602 1110 713 881 N7 1110 65.8 618 4/A 1110 62.7 We BBH 117.0 878 1103 872 9TA 876 101.5 ON BA ON 89.3 BIY 732 976 78.5 678 So W6 115 817 686 876 6A 601 48A 676 61.4 780 41.8 876 823 716 38.6 918 493 787 tooth 822 771 843 898 80.6 Tri 707 86 687 Ti 81.9 07! 61A 771 61.3 BBI 46.7 771 SO 866 41.1 711 MA 647 345 711 98.9 632 282 771 10.0 621 86.1 7h 3i! 812 1- L. 11110 76.7 730 177 6/ UI 730 66.0 860 66.1 790 687 040 475 730 492 891 421 730 462 622 31.8 730 41.1 614 312 790 38.8 800 212 710 312 69 43.1 790 402 61 W V) 1206 692 974 81.0 68 49.9 824 612 86 422 821 443 862 91.8 594 39.2 644 339 024 963 891 90.0 SM 32 631 962 672 41.1 69 2 6U621 24.8 69 ILI sm 22.0 61 h�p� x UI H 917 !33 95.1 400 48.9 439 20A 36 24.84333 262 390 21.7 493 9.1 386 183 439 20.0 ON 17.9 199 182 376 a O o. TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: - Fr Ana3AC tl TaDfe(fba) ANCHORCAP.� ,, 91136 1bic4te af•txne. 07111 F0eat7dtl 5N008 54.00 (DF®)x( )=A1dCHORCAP.® •19'Seo 1088 6118'Seo UP 88000 •10®m 9126W 812 al6¢I MULLION CAP.,,o•,,., Anch•rClIp Pamema ' wwH0�00 vP mccu618t00 IVB me,late Lom I w 6co4mrecen Al I � 299 g Ip6)gp� 8L99B(lib) USE THIS FORMULA TO OBTAIN THE'ANt2iOR OtefelrA t` 2-v7 5• I 2•v1• S-10 r 2-vr r ave" 7 I anff 2 0.46• 1 024• 0" CAPACITY REQUIRED"CORRESPONDING TO AN Em9m0all faM• VvISM' 1 1-94- r 1-10 tgtP t-vP 7-10 1-V4• I-IM r Sara' taxa' 1•Me ACTUAL PRESSURE REQUIREMENT FOR THE And•n uer'Yin o.n r Stai>Qa1t Q ix 990 >m 980 1 b MS186 m •Ulm �4 b •tab t tm 442 DB OPENING,WHEN IT LOWER THAN THE MULLION lAKmB®S.f6'N6LO.l)taiaOmtl(nOftmt) 400b 700Me RIA 142 RM IWI 580b NCA WA KfA WA RA 6209 ante 111026 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amron a•Yn.oat 21GAIpleClpflp 9) 7aob 7220 6 5 flume 189803 Gwen 5605 WA Imus 74Bb 88005 imem 00205 U5 Its 005 e 112MULLION.IT WILL YIELD A MINIMUM ANCHOR 4.0001.11 0.64.6110.o a I ,1168.580 Aam. PCA NA x01 WA 111.0 RTA NIA RIA WA RIA *A WA RIA WA 7211 b CAPACITY WHICH MAY BE USED TO QUALIFY IArc007i F4Yp 59606 1062 7789n 41606 BaZme 13605 14005 177611 37006 W7b 392be b 17009 22105 2�b ADDITIONAL ANCHOR OPTIONS FROM THE 2A0c0= 1.98'WRO40 20MB WORE NIL RCA 1I40L NIA 1206 RIA SIA 511.0 WA RTA 84126 ad4b BBOb ANCHOR CAPACITYTABLE PRODUCT REV= as cemplyIn with do Flbft smimbla &.0 - 2) FIGURE 1: URE 2 TABLE NOTES: » '�DwotI I 1 • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LCAWNG.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. 7 t 111 • ••• • • • • i i •j;LINftRgNT�• LA1•ION•• !Y BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ;;`��a1 •N 44, 1GURE 3 •L� •i i 3LA4U�L IL� LLL0�1 PS BROWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.84' ��;''ttCL•NSP'•.FQ CTIP MUBI s• fJMEETS32• E8aQ$E OR IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOC ATION& No.56705 IN Pte' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HOLLOW AND LED CO UNIT(CMU)SHALL OONfORM TO ASTM C 90.WOOD SHALL t qf O V0 Illl FIGURE 4: FIGURE Tx FIGURE 8 ••• • • •'GBrcRRE SOUTHERN PINE WITH AN sG of O.GS ALUMINUM SHALL BE q. :C� s'Qn ;! V • • • • • row 983• ��'THICKSTEELSTUDSTOBEAb41NINIUMGRADE33AND � :'��.'•.!:LOWO�.•'�C�� • Le • •i i• • • �SHAI LIEXTEPID AT LEAST 3E ASCREW THREADS BEYOND THE MATERIAL ��iC��UNI�� 5LC`�� • •• • •�1/�VO_6 S#2 ANCHORSiNTO WEOD MAY BE STEEL 18 8&&OR 410&& 5.28'X 9.94`X A24' A L�P9M M1LL R,P.E. • MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • TABLE 12A ' 640164071 TeldO �� OpOtdnolNellhforvailloalkScaliff o► xln9 N•Ig1d(br nB"ata) r6't sato elle Sale Sale 8010 100 in 127b 140b 161110 � N ToB� R T�400 Trepll6nq. Iiooi•o6• R-lo- -p-ong. wf - R441rt9uNc �YC b T GOt 2x4x Z6 LOadaV ia•mlp tos" Lmd'tt9 Waft � � LaadB• Loedta Lae4b9 wow � Loa•ro L=ft 1 Loaft t.aeare fill III, I I h fill, I I I h I 6b 170.0 60 170.0 435 170.0 745 170.0 178 170.0 888 170.0 800 170.0 002 170.0 St9 IT" 1110 170.0 61 IMA 1210 170.0 8111 170.0 14el IMA 831 170.0 5786 170.0 831 170.0 1588 170.0 621 � r 48b 170.0 705 MO 64 17" 880 170.0 881 1M0.0 M 170.0 830 170.0 1188 Inc 681 1702 1378 Inc 61/ 170.0 1417 170.0 8W 170.0 1702 1f02 SBD 170.0 10&1 /TOA � 170.0 3261 17x0 880 60.82610 1TBA 747 170.0 023 170.0 698 170-0 531 176.0 tOM 170.0 884 170.0 1188 1700 733 170.0 1858 17LO 747 170.0 1494 170-0 'PoB 170.0 1711 170.0 758 170.0 b02 170.0 TSB 170.0 7.181 170.0 O 06{0 170.0 707 1709 012 170.0 WB 170.0 891 770.0 1115 1700 754 170.0 1276 Inc 603 /702 1194 170.0 897 /TOA 1694 170.0 608 Inc 1918 170.0 881 /702 11?81 170.0 ell 170.0 ?BSD 170.0 881 m 1„- elb 170.0 OBB 170.0Tel 170.0 1899 170.0 702 1700 1340 170.0 878 17OA 1417 170.0 $44 Inc 1602 1700 988 170.0 1771 170.0 1033 170.0 7186 170.0 7089 170A 2470 17x0 1083 IOU 2800 170.0 tali to 63b 170.0 030 170.0 748 170.0 1118 Inc &'0 170.0 1802 170.0 000 170.0 f4el 170.0 1016 170.0 1878 170.0 1028 170.0 1802 170.0 1133 170.0 7181 1700 1164 1657 2663 1702 1171 148.0 1857 01A tilt g Sib 170.0 074 170.0 785 1702 11r� 170.0 609 170.0 1384 170.0 1002 170.0 ION 170.0 1008 1T&O 1753 IM tin 170.0 1008 170.0 Inc MA 23M 170.0 12M 101.9 2437 170.8 12M 1020 207 I= 1288 � S0.. 'Rb 1TOA 1083 mo 870 17LO 1028 170.0 1008 170.0 1488 ft0.0 1100 170.0 1702 170.0 1328 170.0 1018 170.0 1316 170.0 2125 Inc 1802 USA 2181 17" 1485 124.0 2184 47" Inc tool,2160 170.0 two g 78b 470.0 1122 17x0 637 170.0 1348 170.11 1002 170.0 1670 170.0 1206 170.0 1791 170.0 4528 181.1 iBel 170.0 161 1489 1080 170.0 1600 1740 19el 4012 1818 186.1 1060 1012 1638 822 16el 1871' 1831 � Z 78b 170.0 1161 170.0 BW 1702 1811 170.0 1118 170.0 1631 170.0 tIIQO 170.0 5817 170.0 1 4627 1881 170A 30.4 137.4 tell 183.1 1020 1149 1661 147.3 1173 80.8 Joel 1WA 4459 862 1881 137.014% r Sale 17oA 13110 170.0 1144 149.1 13M 1610 1316 1219 1993 130A 1160 111.0 I= 121.3 III9 BRA 1398 110.2 116 826 13el M-0 1142 74A 1306 892 1123 832 1303 017 Ila a" 1816 782 1818 gob 147.0 1319 151.6 1090 16.0 I= 127.$ 1070 IS" im 1112 1001 4229 ou 1064 812 t22• am 1020 18.7 1236 02.4 10111 81.4 1726 722 el8 627 /?]0 862 BTT 48.1 171.0 811 802 C O 108le 109.6 021 198.8 027 815 Wt 41" 602 74.0 021 772 810 867 021 854 0;9 67.8 021 el9 bel el.0 WI 882 816 43.1 021 410 180 372 021 440 762 322 02'1 409 771 CV 115 b 02.4 902 022 637 709 el9 612 816 80.1 019 TOA BOB 829 764 a" 016 08.7 784 47.7 619 819 781 327 919 449 760 81.1 916 40.2 743 �A WB 37.1 I �( � S2 YAb 70.6 781 769 710 029 7S8 Bt6 708 639 lel 8QS M 472 788 49.4 888 419 lel 64.4 027 37.7 lel 409 886 91.6 US 842 M 37.0 lel 51.0 841 168 765 282 F! q 181 In 417 W 442 604 30.4 646 372 0 312 018 012 481 772 848 2&7 480 24.11 640 el9 470 21.6 618 222 474 tL2 648 SBA 414 fog 06 172 408 13J 610 iQQ N Z O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: AR<dgrG 7.016 PmNtDxU � g (DP,®)X�ANCHORCAP.,m,-) ANCHORCAP.- -f Omeat6 1BBC00t. t11U MULLION CAP.,,.°„ W 68 Elea Srtr rko V4-SS aro 0m etas 4tl28Ytl 642 8I4tl USE THIS FORMULA TO 087.002 THE"ANCHOR An9NOTC8PPethtt40 A.ur 9lreco00sm V013toUNerm HUNS anrstolawan u4•BcounAaon ABS Oeam AMMOSW BCmO 9tN.r(06) Saw(010 CAPACITY REQUIRED'CORRESPONDING TO AN eeg0a3an0e4t0 r 2-412' r 2-W sur r avr r 2.110 a atlr a ate• 090 SA' ACTUAL PRESS UREREQUIREMENTFORTHE 801.0•0..8 1.174• 134' 1314• law r 1-911 14M 1.164' 1-W 1.1/P 1.1111 a �' � vaAac OPENING,WHEN R 18 LOWER THAN THE MULLION 2Ant0as 4 r ton .G/ a b 4W" ft 5841" 380 7 100 4 b 064 b b 341 b b let CAPACITY FROM THE TAB OF THE SELECTED 4 A0t0Abt92W MOM O.Q 18MMMMrOt06611 740" 740b Sloes 11elb 1424" NIA sW•6 WA wSrA WA 802" WA 6r1" Gelb H27e0 8.018816®1.71'Mh 0&!81•finelc► 61St 886" lel" 1i1orzIl. N81 MISS WA 7B9b NM WA NIA 108 1871" 1802®6 MlILUON.IT WILL YfELDAMWIMUM ANCHOR 4AmM• 021St I 216 1030 780" SBO Bn 15Wb 86096 NJA 780®6 74Bto6 080106 1602b t81b Gelb 112)b CAPACITY WHICH MAY BE USED TO QUALIFY eAnc6m6 r61OL o.ar 2s t>gt919fOW 1170" :Rm Wli 2 I 81ob WA nab t191b 10*3 389Bb Iwoo 18Wb telob ADDITIONAL ANCHOR OPTIONS FROM THE SAMINIOU NOt O.alUClp.bto.ttrA6w. 7J< NA WA -NA WA NW WA 6401 117.0 NSA NIA NG WA WA ANCHOR CAPACITY TABLE. BAt¢00• o94'toO oA.l O C6p,bb 1zww AMM 8} 6481 WK NIA WA NU WA NIA 182 WA WA WA NU WA b PRODUCT RBVISBD 2Aet0om 018r 18a0AJFCpSA00T 8Ab 3Ab 3f6tOs 744b NIA 8elb NIA 848 Pot N!A 14Db WA 81/01 4Gb 660816as cemSSTmi alih tA0FI04iA1 tOj " 028" NIA 88308 WOWS NIA WA NBI Bt1" 881b 810b NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 6CIRCLED VALUES ARE USED IN THE M(AMPLE ON SHEET 24. FapitNi Dffie MDQ) FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4: 2 cam • • • • • • • TABLE NOTES: y y N11111111, 00 000• • 1}4�6 EE0yS��H�Et0NE4gqT}•0S��F�� *17J67RlOFIDNY ONUSWG THE TABLES AND 8HEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2 4 FOR G'7� 'Iii LVITWoMO *@ • • 24�.• y1CtNSF ''•. Q FIGURES FIGURES • • • 2 d� •iW �0�� j(.ISL;ftHS ANDIOR OPENING WIDTHS IS ALLOWABLE l J . 4.000' 'i� tJO.G07D."i • • • • _ 3)MULLION AND MULLION CLUB SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,FIGURES SEE SHEETS GES HOLES TO BE DRILLED IN 014 • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED.APPROXIMATE HOLE .d ! • • ♦QUI • ••• • • :�U'. IV!or• ;�soZ FIGURE 7: FIGURE& FIGURE ik FIGURE10i 4;SUIJRATES:JNt-AETCSHALL CC:4F4W:O 1f 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ��A. •.FLORID ANGLE • •• • • (FIGURES 689) d(MMU)SFWLL*ONFQRM TO 6STM rr W W= L BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. i SyS C-0 AUM[NNISHALL�E11083-TiANDBEAMBHMW4 QF.126'THICK STEEL STUDSTO13EAMWIMUMGRADE 33ANOAWTHICK(18 2X4°X.26°MULUON i///�Uhj�� yyy • •• • MUST BE USED •-GAUGES STRUCTUI�IL STEIML TO BEAT WAST.IW THICK AND A38.ALL ANCHORS 8970 METAL SHALL EXTEND AT LEAST 3 SCREW A.LYI�I WILL�R.P.E. IN PAIRS. THREADS BEYOND THE MATERIAL S10&#12 ANCHORS INTO WOOD MAY BE STEEI,I"S.S.OR 410 S.S. • •• Hj • FL P.E.#587116 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 139 R tYluiUoA Tabfa tp opwftelmah ow1eNeayaparrtrig rtnNaw)•rOpertLtpHetBhl(tar $A 176®0113) x' � WM BOM 7010 BOn 00 In teem tmM 14013 18044 Reet•Wt+r TMMbr* T gnO. Reo1•�der T7eprawn8. Reawmalar TOq,lfO* R 11omAmm• T Reoleagder TlaTrfdEm9• 11 1 Aep'►d•g Reeta*kr TrepTAan9. G 2x8x18 Loa•d9 Lotlro Lofto Lamft La 1.0 0 to" lu•90B log•• Load06 LoedNOLoaft loa•ro Loa•n9 Loa" Loaft Lmfte• I TO It 11'1 423 170.0 Wg 170.0 138 170.0 744 Intl 418 170.0 BBB Ina 009 170.0 Wk 17x0 BIB 1».0 1118 170.0 01 1709 1240 170.0 821 1709 t488 770.0 621 170.0 1738 1TD,0 621 170.0 1882 170.0 621 J 401n 1709 708 170.0 824 1170 680 170.0 884 170.0 M ODA 680 1 170.0 1188 170.0 OBI 11=1 1270 VU 677 170.0 1417 170.0 6W 170.0 170D 1MO 080 RD.O 18&9 1709 60 V8.01 7251 MC OW 1000151. ROA 747 1709 883 1709 098 170.0 831 Ina 1018 mo0 4 17091"5 170.0 723 Intl 1348 Ina 747 170.0 14 4 170.0 M 1711.0 17&9 110.0 700 170.6 nW 17U 760 Ina 2381 170.0 705 t7a0 9Yd1 170.0 BB1 1700 2856 170.0 Bot 5444 170.0 787 170.0 012 170.0m Ina 051 1709 I1t6 17U 79 170.0 I= 170.0 M17" 149 IMO 831 170.0115% 170.0 660 Ina 1813 VOA BM 111 O 6044 1709 005 170.0 701 170.0 1009 170.0 W 170.0 120 ITOA 876 170.0 MIT 170.0 04 Ina 1884 1780 880 Ina 1771 170.0 1033 ROA 2128 Rao 1083 1709 2478 170.0 1088 1709 933 1709 1083-ii- 083 � J 0544 Rab BW 170.0 746 170.0 1116 170-0 1180 170.0 1302 tX0 BW 170.0 14118 170.0 1018 1709 1073 1709 1078 1709 1058 770.0 1122 1700 2751 1709 1188 im.0 280.1 1909 tttt 1709 2944 1700 1171 � MM 7700 874 770.0 705 170.0 1188 80.0 9=3 tmo 1304 1709 twmm 174.0 198 17x0 1088 ROA 1783 170.0 1105 170,0ILIO 17x0 120 170,0 23311 170.0 1218 /700 2727 170.0 1208 00.83117 170.0 1286 7244 170.0 1089 1700 019 178.0 1278 170.0 1009 17x0 1488 ROA 1118 1709 1700 17x0 t7; 1700 7813 17x0 r418 1709 2128 17U 1907 Ina 2650 170.0 149 170.0 2878 Ina 1628 1709 300 77x0 IBM � m 7044 17x0 1123 1708 891 Ina 1310 170.0 tp6o 770.0 1810 1700 1205 iWA 1784 174.0 tW2 1700 2018 170.0 1421 170.0 220 110.0 I= ROA 2892 1709 I= 1790 9140 190.8 1044 1709 3888 17a�0 7708 � U P 'RM 80.0 1781 1709 897 170.0 7381 17x0 1118 170.0telt 17x6 790 470.0 160 I7a0 1389 1769 2072 08A 1474 17U ME 1700 159 170.0 2783 17" 1700 ROA 3223 1109 1717 174.0 38&9 170.01788 Liv iL BOM 1Ta0 1828 170.0 1144 170.0 1084 170.0 1818 170.0 1008 Ina 14311 170,0 2105 170.0 1&53 170.0 23M Inc 1783 170.0 2888 1709 1910 170.0 3180 1700 2105 1WA 913 170A 2273 738.8 340 Ina 2391 0544 I= 144 HBA 1232 In 7700 17x0 1494 1709 1053 170.0 18?2 170.0 2287 1700 R9 170.0 28W Ina 1962 170.0 203 1700 E �A Was 170.0 2336 137.1 3188 169-6 2170 120.0 8188 MO.t 2{Z0 N � 10544 1709 169 170.0 MW 110.0 1913 ROA 1847 1700 2741 1700 1870 Rao 2t0A ROA 2078 1849 2781 Ina ?371 144.3 2701 101.8 12&8 2761 110.1 ?281 1089 2781 7208 7Z3{ 827 2701 1189 2100 !n x 11144 170.0 1021{ 170.0 404 1709 1868 170.0 1700 17x0 ?283 105.0 1832 9709 2051 170.0 2149 1819 2M 1823 220 iW.I 2632 140.4 1139 287! 7204 2188 879 20;12 110.1 2129 804 289 1003 2050 K Q 07 imM 170,0 1771 170.0 4888 170.0 11% 110.0 1888 1861 2262 1059 1881 136.1 2052 141.{ 1881 tat 20 1772 1056 108.1 7782 116.1 IB18 80.1 2762 98.8 1672 772 2284 869 1698 879 Tffi2 81.1 1008 � K Q 144 b 128.1 16111 1059 1445 104.3 7601 708.1 7405 8BA 1881 81.8 1407 762 1684 80.7 1390 88.8 1884 718 1878 828 1684 05,7 1050 �1 1861 BBA 1050 467 1881 481 1308 38.1 1884 44.4 121{8 Q tVF 335 'Z" T OW ANCHOR CAPACITY ADJUSTMENT FORMULA: � 27k Coro�O 9.6k C•0. T ROOM MALI FbdCMU PT Nk00 m" (pp )X`ANCHOR ANCHORCAP.- vasa 5rt8•Eteo IW 86 Eko 4.0 Steel 012 Sled 612 Sled MULLION CAP. ,,, ptlnho7Clp pt1tl67Ra ��EFu IAlae•t Eka Uaeoon eta X18 ekol8veea '6ko u tr U50m1 A Saab•(08)Saew 4861 8om•(63) USE THIS FORMULA TO OBTAIN THE'ANCHOR -Edge OBLeae r tam 7• atm 3-1/r r 2.vr t• 2 w r 3.10• r 0.4r O.BC B.B2r CAPACITY REQUIRE•CORRESPONDING TO AN Ee VOM 0 1014' 1044 t-3R• taw• r 1•v4• l•iN' 1-05• i-1N• talo• 1010 r Tara' tare' ,alae ACTUAL PRESSURE REQUIREMENT FOR THE ea•®•. .als�dwar o�B1B2k 390 .- seo.- b .- lea 7400 Mum 374 b sone 311b -0-149 OPENING,WFIENrcISLOWERTHANTHEMUWQN 1 Arable®4.6r tAe.O.C./Steodtid(OrOAmtt(HOt 3} Mas 700b BOO me RW rat 3=8 Goffs 5000 TOB.- 1440.- 748b 1272.- 788Th 887b 8&fb 110.- CAPACITY(FROM THE TABLE)OF THE SELECTED RAi1.Tr Mk.C.alm d•d(Or069e0 ( , 11Wb 14Mno /01068 2505ID• WA NIA Om8• 70A lawns IVA 769 WA 9883.- 1170b 224010 MUWON.ITwO YIEIDA MINIMUM ANCHOR 4930808 a r Mia O.0.l wa6Aiak COP$l 07 780 78090 605 Ds 15601ba mePA 00.- 000am ESA 78090 74890 880110 b ee7b 88690 1/m Os CAPACITYWHICH MAY BE USW TO QUNJFY 09259853 3.1441.0.,1 216Ata•t�gl{FlB. 1580.0 ffiWb 186008 95255900 9'Po7b IBWb 117Db WA t6mb 149Bb 178090 3764.- Y383b 1770.- ZBmb ADDITIONAL ANCHOR OPTIONS FROM THE Aroeae 19.4419 o.O.I M Mef 100590 2100 ps 14090 9705®s WA WA 182090 WA ttkklb NA N!A 26160■ 79th S16Db ANCHOR CAPACITYTABLEPRODUCrREVIS® ah•s®131'1�.ac.litCaD.96o.1m'Alam.9Fl8. NA WA B0A WA WA I1A WA WA NA WA 1A NA WA NA 143090 as-O web 00 Fft" ae•e®OA4'90M1 0.0.1 UCOA Inb.17SAkm. .Bk WA NIA NA 140► 569 7UA NA NA WA WA NA NA NA 286th ice--•2.000'-�I BWA It� j�.� a 2AMbwa 4Ar MA O.C! tOR 9WA 9090 450.- 89000 101003 74090 480100 38490 T4ab $1400 878708 84890 34190 442b 580.- NJW 493051140 1.71• .OA/ 11 05DBr TOOb 605 U4. 170590 NOl 709 47090 WA 999910 WA BYA WA 805 88090 tR6b . NOTE:FOR THE OFFSET CLIP.USE TtIE SAME.ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: BY PmQma' FIGURE 1: FKGURE 2. FIGURE 3: FIGURE 4. FIGURA& FIGURE V FIGURE 10: FIGURE 17: 1)SEE SHEET'1 FOR INSTRUCTIONS ON USING THE TABES�SHEET 26 FOR INFORMATION ON 117 1 I I 1!! e • • • • • • •• • • 4 • • • •• •• • i • • :W�M.SEE SHEETS 2-4 FOR GENERAL S�7ALLATION METHODS. `� � A//1 •• • • i •i2)ISI�EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE &GOO' '2 • • • •• • • • • i3)MYLUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS �' 1d0.59705 • • • • •. • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGIM8: FIGURE 8: FIGURE SHEETS 21-M.FIGURES SUGGESTED,APPROXIMATE HOLE LOCATIONS. `.0 �� ANGIE -((77 DD • • • • • •• • •• • C!•�,� �1 SU�B�ST�TjtATF�:1:0A1GRE7E SHALL WBIFORM TO ACI 301 SPEI:IFICATION3.HOLLOW AND GROUT-FILLED �;'7�'•, 7;ATG OF •� • • • •(r'•"B� •OUNT68LOgC UNIT( )SHAH CONFORM TO ASTM GIM.WOOD SHAD BE PRESSURE TREATW '..!7 C)RIPP.'�q�.` e • • • • ••: • • t••6MUST • •YBLLOiIV SYUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 6083 Tfi AND BE A MINIMUtd OF.1290° • TO •• 0r X 61 X.25r TIIICX�TEELBTUDSTOBEAMINIMUAIGRADE33AND.046'THICK(18TGAULi�.sTRUCT11RA4STEELIlc�r�n1�1�` pmftBEYOND T1tE Nk4TERULL./10& A. .P.E. #12OANCHO INTO Ot7p MAE Y BED ASTEE418$S 10 S.S. MULLION L W FLL P.EX.#58678705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A ,� MumanCa Table aaWi tdRd01(fa%wu nwum ns)a enMB R918ht(Ibt•ho tm ft n9 WROM) p �' WA 60to 7010 soh Goin 1t00h 720In 14010 18010 RaOImW>er Uap1A!•g• Ita' TteplfGatg. BaB TlapTdaip. Reatagola TtgWfip* 1 War T1a{Vipag Reda T�7Am9. 12aaagWa Ttglf ReW Trallf5ai64 p 4 126"x2.11 L09014 Loakq 1 Loacgg toaft Loa43g Loado9 I.uad{roj Looms bolt Looms�• Loa" Loaft L� lnaBro Looms 631 x.1 Tubs WN 421n t44.250 1W.0 I 428 1202 SM 1498 418 103A 828 1�.9 414 a0.1 5w 134A 411 eat 52,1 1841 411 721 628 190.1 411 W.1 w 134.1 411 61.6 91B iM.t 411 48.1 628 1841 411 481, 80.6 403 1080 333 80.8 400 84.7 396 W9 400 48.4 820 60.4 403 GL4 317 63,7 403 70.1 318 463 403 740 314 404 404 18.8 3H 346 409 748 314 30.8 4W 789 314 Wm In a2.3 889 81,0307 G46 9B2 78.3 2B1 888 9B2 7L8 269 61.6 Sea 612 288 447 362 649 284 4L2 389 83.8 283 343 369 63.6 283 28.4 362 83.8 283 28.7 362 83.6 263 5410 W.e 318 741 287 W,6 318 842 261 446 318 W.T 258 42.4 818 830 253 37.7 $18 698 2W 328 318 448 248 243 318 42.1 'L48 ?A2 318 4G.1 248 212 8t8 48.1 208 � 0 6010 488 288 83.1 210 41.9 258 410 214 30.3 238 40.7 2t0 30.8 288 372 2W 27.6 263 39.0 901 Zl7 266 384 203 298 20.E 812 201 17.7 2W 822 m1 10.6 288 37.2 201 0310 427 234 488 200 386 934 381 SB9 30.6 84.7 102 247 234 319 186 2317 939 20.4 168 2L4 234 28.0 180 17.8 734 268 t83 10.3 2M m.8 189 124 234 90.8 183 081a W.2 213 36.4 189 31.0 213 327 176 248 213 20.8 176 23.2 213 27.0 173 209 Rt3 241 170 18.8 213 297 1W 146 213 71.9 1W 14J 213 220 188 118 913 220 iG8 7210 26.8 178 :1 LLI 30.1 1W ZL8 170 x0.8 142 1a4 176 22.8 148 17.8 178 202 147 168 176 147 146 7810 243 181 96.4 140 20.3 181 919 137 17.4 l81 140 136 142 181 17.0 133 .•d `2 a 7610 226 182 28.8 133 188 182 10.6 131 181 t62 17.6 1x6 14B ANCHOR CAPAC"YADJUSTMENT FORMULA. Q a F X 3 a plrcha Tabl•pal ANCHOR CAP.a eta z. cmmtu a5lccme. xo6or10.tu FOWL U P mold (DP�)XE w.)vANCHORCAP.® MIiLLK1N CAP. Amborym 8watolatua1 iwacaLmoron a118•EkoU84tco11 tr4'Ekol•Beem 1f4 B7fe•Eke vd•38000 BtOst641 OttStod 4N28teol K Aneh•rCIpPeBema u8me•t A>emdor &IBG'(�Ba88 IirWe7 113E CAPACITY QUIP OOBTAOdTH DANCHOR 6dgeman4e06 r 2 it r 2111 &1J8' r 2t6 t• 2•trt T sva a a4a o9r o22r CAPACfiYREDUIRtiJ°CORRESPONDINtiTOAN F q Etaoeoneu Is14 tar 7474 t3M r 1-v4 t-tar t 11P 1.174• t trd• t•va T 1 144 ww" ACTUAL PRESSURE REQUIREMENT FOR THE 4 46n 4 r 7 4 7W Im 7W M R3 pe a4G 101 bs WA 7W ma ®4 Oa tm •4 686 I b OPENING,WHEN R LR LOWER 71iAP1 THE MILLION CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR - Q; CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: /)GEE SHEET 1 FOR INSTRUCTIONS ON U81NG THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. I�12�. .i uRPQ1UCT REVISED SEE SHEETS 2 4 FOR GENERAL IN ATION METHODS 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS IS ALLOWABLE- � ftudws ea�iNe Iro O21a•�3 FIGURE It 3)MULLION AND MULUON GIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. onotwDate X21 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123. 2.118' B> 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BIRS E USED IN PA . •• 111 I I I t N • T�8 Q CONFORM TO AG 3013PEGFICATIOtN8.HO110W AND OROVI FELLED 126' ``� \l 4Y 411 • U1�( CONFORM TO ASTM COD.WOOD 8HA1 L BE PRESSURE-TREATED j �`A�OY NSE • yEy Ayer 5pU81EiiN qWE $Q OF 0.66.ALUMINUM 8FIALL BE 8083 T6 AND BE A MINPAUM OF.126• • THICI!811EF158T11o3 i0 BE AiIINIMUN GRADE 33 AND.046'THICK(18 GAUGE}STRUCTIAtAL 8TEEL TO BE AT 1.28'X 2.11'X 12rMULLION ;r •• 1111•,126•lR1CK M1D Ail.AIL AIfOHOR81NT0 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL F01 MULLION) go.68705 THE MATERIAL,N70 8$12 ANCHOR8 INTO WOOD MAY BE BTEEL,18$3.8.OR 410 S.S. _ _ Lu • • • • • • • • • • C� • • • • e • • • •• •• • ••• • • A.LYNWVAWAlk P.E. FL P.E.A 58706 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A MLdbn city Tt115b OpminB YWd81(tor m10m1Y•9Ae17i118 )0ropn"FlaLph!{imh9ren7�flyapemirtg mf819re) 8010 8010 70W BON WW 19DW 1Z06� 1,, 14L7 m01eRam 1 7YY-M. F=br•Ibt 7tepRHe09. Res et UWD7te➢IFXs4 R •f--iIll ov II 32r 38 L� tnede9 Loaft Loa" teatt9 tner09 LmM6 Lm4W9 lmmre toaft Laaft uaft 1.4e•19 t- ft taut® t+mr0Inert•ff 421n im inc 4Sa 77&0 7M 170.0 478 170.0 eee 110.0 6ae Imo Bet 17ao Dm 170.0 11" 170.0 W1 178.0 1240 170.0 170.0 1488 170.0 .0 1758 570.0 821 149.5 1740 MO m148W 170.0 77&0 684 170.0 081 17.0 8� iTOA 1155 170.0 887 170.0 7278 170.0 B7r 170.0 iHT 1760 680 M2 1�'Z 170.0 .0 1672 170.0 BDD 1112 1672 170.0 8W y60a86W tt8.0 747 17&0 685 170.0 888 170.0 Wf ITOA "0 MA 884 170.0 11M MCI 723 170.0 1316 iWA 747 1842 iHB 1760 706 188.0 N43 170.0 .0 1443 170.0 768 1028 1445 tt0.0 768 al. 170.0 787 70.0 612 170.0 �e 1760 891 170.0 110 570.0 704 17&0 5278 170.0 603 160A t3S3 170.0 837 1449 I= 170.0 808 5209 1965 170A .1 msa 170.0 sm 90.2 t3W Imo60® fTOA 170.0 701 17&0 11700 7W t81A ttm 170.0 DIB 146.1 Ism 7760 9N 120A 1246 ISU 888 m4 7218 1611W1 12m 110.5 1216 14&1 019 78.1 me 1M.i BmWW 510.0 850 570.0 746 170.0 1118 110.0 6B0 1692 1160 iW4 833 1S1A 1160 5610 914 119.0 1760 N/A 00 106.11180 1562 886 87A 1168 128.0 .1 1160 1762 87086.7 7180 176268W 510.0 974 770.0 780 WA 1068 16&8 881 rAA 1MB 140.8 684 1149 ON 153.5 00 IMA 1018 123.{ 839 01.4 1018 1tu 891 782 I4M m9A .3 1018 108.2 618 67.1 1018 100.2 818 � J 72 W 140.8 860 1{7A 784 117.4 600 128.0 746 180.8 860 110.8 731 e0.0 ee0 160.0 772 783 0Z.0 712 7&1 680 863 M 68.7 880 79210* 60A 880 T&6 888 460 680 18.4 8N > 78b 7167 79D 118.1 600 00.8 160 100.1 078 au 780 913 187 74.8 790 OS N2 88.6 790 78A w 894 790 71.1 WD 494 700 88.1 BM 42.8 79D 827 819 97.4 760 61.6 817 78W it" 780 110.8 667 023 780 M.i DM 70.1 780 80.902 0&2 760 71.1 &H 815 760 76.6 8M 66.4 768 80.7 806 482 780 694 094 39.8 7W 682 688 34676D W.6 BBB W 9pW 721 6W 74.4 600 661 6W BZA 481 61A 6W 68.8 48 48.1 40.9 418 40.1 on 464 466 30.1 BW 409 42 3U BW 303 42 20.0 6W 3&3 448 71A 6W 374 442 a 9801 5.4 45 81.1 43 40.8 46 61A 436 42A 496 4.8 427 37.1 495 39.0 427 99A 496 38.1 06 13.7 H6 333 408 2!e 490 28.1 4M 213 H4 20.0 384 70.8 496 260 390 y SW W {7.7 991 17.0 y6S 94.8 381 304 318 28.9 391 31.1 30 28.1 S91 814 W7 293 381 21A 3S3 73A 801 226 Sm 77A i&T 181 144 391 17.8 S16 117 W 111 W 96.4 370 893 S36 9.0 370 33A 390 2TA 970 26.8 3� 21.0 370 289 920 21.4 570 22A 316 102 370 204 3t2 50.0 378 1&1 30S 0.F:, Q Q O Min 30A 317 30.9 269 269 317 28.0 2K 21.7 3t7 128 280 WA 317 19A 878 189 917 57.9 273 Q 1M W 17.0 110 ttA 2W 14 ANCHOR CAPACITY ADJUSTMENT FORMULA ABLE 158 -' An01t01 Tablepp-)X(ANCHOR CAP.,®,"," ANCHOR CAP.„, 2.71 COMM Sat cam. Fra 11105 PT A \MULLION a 1t4.9891m 6rm•m6 e4.6sme emslcel tnatttmt 9t26rod And1arC%)P6f�ms 8718 tBmlA8ao00 174 m018teso0 Dawe 9M8'mel8etne0 /N•LaaotAtmmO pp omr IlAta00 A9pta0eter 8ae•SItW 6�•(OB) 8o0te(f l USE THIS FORM"QUIRETOOBTAIN THE"ANCHOR etepe ixetettm6ak r 2.16• f• 2t/t 3.118• r 2.1? r 2-Im r 3.17D' r 646• 0.M• 9.614• ACTUAL PRESSURE CORRESPONDING H AN EmYantte0lW 1;114+ 13k• faN• t•3N• r 144 1•iN" S•14• 1.1N' 7•W 1414• r t;Il6' 1.310' � ACTUAL PRESSURE REQUIREMENT FOR THE 2AmA•4®6•LNt .C.l 216 I .t be 89015e t la Bao In Ste 9488te 9tt 447 m. ND OPENING,WHEN IT L4 LOWER THAN THE MULLION 4nmm6o3A•►4no.a1W216n686e9p51�b 7wBr No VA 7eDNn tm9m5 2 N6 60.Ne ae9165 W� n20ft 7O as eeot6a me21e5 arum, em Na trmm CAPACITY(FROM THE TABLE)OFTHEBELECTED BAmtan 2/1.69n.oA.! Nt6Appte I sk 7140818 Imam 988158 1148 me 1164 to WA M9me WA 70986 WA 11 9• WA 10739• iS1T me teaom NY WHIICCHYMAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ��m� R P mih FIGURE 1: TABLE NOTE& Afwep880oe NO • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 DNa RDQiI SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Br Omb Pro" 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 51 t 11111 t FIGURE 2: •• ••• • • • • • •• 3)MVO AND M NIT PS 9HID1VI1 ARE NOT TO S..eCALE.FOR EXACT DWENSIONS,SEE SHEETS 21-23. 1� � HOLES TO DRILL F DiSENSIONALRESTRICTIONSSHOWNONSHEETS2123 30. �� r�•'�GFNSr_. '• • • • • FIGURES \ •'1 •• ••• •• • • • •• 3260' 98%05 4)SUBSTRATES CONCRETE BHAI L GONFQtGA 7T)ACL 301 SPECWICATIONS.HOLLOW AND GROUT-FILLED ,/1��. FIGURE 3 t ill J L4 JZO°BAY P LATE AtOR%0,so SfTBRLAL11108812AP1 �� A �18BS.S X41085. ANGLE CUP MURES 1-3)MUST BE USED IN PAIRS ••• ••• ••• •• ••• ••• A. MWI!6K P. E. FL P.E.#C!708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 18A � IButnonCa T•blo OpeetnOtAOdfhKampeaeY`wamnmwmk 1 0rOp•ntnp (t6r►nliz sA R9MUD-) �~g MIA pain 7010 win 00 11% 10010 120h i"In 160th ad Rset•WOar 1180 AVO 7WPT1* up11AtWp• Reofmmta 71e1J7Ae1q. T•W01a41• tisk i f Tn4+/�1.14 Reo12nplat Tmmft R Tiaplfitelp. p 4 3.28'48 lo�� l.oaNq LoedaB low ima&g Low Laecme Sm4ng Loadne Loxft Loaft �0 Ina4tg taedfn0 Lmdq Sg $ BAYYMULL � � � � � � I� fill, fill, I II 11 1 11 1 f2N 170-9 am Ina 498 Ino 744 170.0 476 170.0 088 170.0 800 iT0-9 092 170.0 510 01 170.0 life 170.0 621 178.0 1240 17.00 621 770.0 14% flU0 021 170.0 1736 170.0 821 1s0A test 190.0 �1 482 MAIM 170.0 614 1TOA 660 170.0 004 1TOA BB2 170.0 BSO me 1133 778.0 B81 170.0 1278 170.0 on 1709 1417 170.0 800 10&7 1612 04A � 140.3 1637 170.0 Bs0 1226 1837 170.0 080 � N 50.BZ5 to MA 747 170.0 BBs Me 886 170.0 891 170.0 1018 170.0 684 170.0 1195 178.0 721 170.0 19tl 1740 747 170.0 1494 170.0 758 147.1 ON 170.0 M t20.1 1� 170.0 760 NU4 1662 170.0 788 0 6412 170.0 7B7 1700 812 470.0 ON me 501 170.0 life 170.0 764 170.0 t216 170.0 809 176.0 1434 170.0 897 165.2 1468 190.0 689 729.0 fIS6 170.0 B81 110.e 1444 170.0 801 970 1466 170.0 861 � c`�p' 10 8010 Tro.O 888 170.0 701 170.0 1083 170.0 797 170.0 1210 7740 878 161.1 7900 170.0 044 13&7 I= 170.0 88B 925.7 S9M 183.6 B91 /040 1308 167.1 BBZ 89.8 1309 187.7 9B2 [4", .6' 1SOD 187.1 BBa J est. 170.0 930 170.0 746 me 1116 170-9 m 1n0 1247 1740 940 14th t1N 1848 W 120.7 1247 Me 008 1t4.0 1247 144.3 002 96.0 7247 1309 03B AIA 1297 158.7 0300 1247 144.7 038 l0. 2 886! 1740 e74 170.0 Tae 170.0 1180 770.0 003 145.4 1100 18V ape 120.0 1100 147.0 444 il&4 flee 13&5 Sze fate 1100 12&4 614 See 1100 1103 440 74.2 Nis 11&1 69340 1180 110.1 803 Z N� � � 7212 167.6 1010 10&e en 131.7 1610 144.0 860 1164 1210 1279 042 107.0 1819 174.7 M 649 1010 70&8 817 1IU8 I= 90.8 067 670 7010 BOA 788 s7.7 1970 e7A 70000 1010 07.7 780 Z 7844 t�.4 009 143.0 702 114.8 006 177.0 776 �.S 006 t07.1 781 BS.O 008 Po.2 749 78.9 908 882 '790 80.7 006 629 729 67.8 OOB 747 918 40.1 806 711 7100 000 700 708 cL 1' ��- 700t 127.1 861 1338 780 704-9 011126 730 00.6 661 SU 7n 7&4 081 8&6 713 76.8 691 NA 703 430 801 7&4 812 690 set 08.1 651 4&4 801 64A 6700.7 881 89.7 V2 q C 99 kt e2.7 e{8 88.4 871 8&9 819 721 661 69.1 816 890 444 s1.7 810 00.1 6{8 48.0 618 800 637 41A 618 47.0 120 340 84B 410 610 280 pt8 389 BN sA 816 88.6 807 0 O Win B89 888 70.1 400 6&e 086 6&1 412 IB.7 888 610 491 430 BBB 460 183 370 e8B 41.4 478 94.t 588 Y/ 1� �.4 Np 93.4 468 240 BBB 800 462 21.3 s88 28.7 447 108N 47.0 448 480 408 SBA 4p 479 80D 84.7 444 SS•7 389 0 449 31.7 387 26.8 449 28.0 382 23.0 444 281 971 20.0 40 22.7 880 17.1 419 20.4 381 160 448 te-9 350 IL 111h 44.1 426 460 386 9&8 370 470 310 4H 920 978 Z7A 428 28.1 987 Z4A 438 201 3B2 221 478 24.0 360 180 Q. 2&7 449 160 1&8 361 1ZON 34.0 361 380 331 78.1 364 28.8 928 269 984 280 3Zl 2fA 301 79.6 817 190 384 2D.8 913 71.6 9B4 10.7 309 Q t] G 1441n 209 283 20.4 x01 76.8 259 17.1 ZSO 0. G rn Q, TABLE 18B ANCHOR CAPACITY ADJUSTMENT FORMULA: A9011orCe 9I Table (ANCHOR CAP. , ) Svtmbtt6 CWWWIo &5tCb1m. tbtneCfiUt Fee CMU AT New I�)OL`MULUONCAP.,,,,,,,,/aANCHORCAP.- Nmnarryps: 9H8'Ebo W0ao0n t/4'Elva tlaeaan �u Eba 9I18'Hbo SRmaen 1W E100 U bsM 174.0 asElm 61te'Eme V4.88 Elea 61081551 el08la! N28t¢d AOobotCEp PaOBms Utz= App SoM P5)SWO(05) BMW(S5l USE TI86 FORMULA TO OBTAIN THE"ANCHOR oislmea 6aT 7' 2.1re t• 2-ve 3•tre• t• 2.1r!' r 2410 r 8.1/8• r 446• o.st• --Car- CAPACITY REQUIRED"CORRESPONDING TO AN Er00etl1n4nt t•31P 1.9/4° MS/4' 73fd` ? t-v4• t-w• t-N4• 1.141 1-144' 1.1/4` 7 13/5' 1.95' win ACTUAL PRESSURE REQUIREMENT FOR THE 1 6 A8n O.C./ 215 /tFq tE •a 8m ms an 0• 0 me ms 361 M 74000 374 34 ma 88 Be00m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aa55aa 3Y esu oa/Bq?Me A+V•17100/Gb Zk 780Uo iB0 ms 780ma 1870100 25�ma 010 ma 669 ma WA 1120 M 746 tea Seo 0m 189216a em ma aM ma ttao 9m CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 AwAcm 27P gen.Mr./(0 n*MW / 33 it20pm 11208• p6BOm 2246 ms 2N4ma WA BIO ma 760 M RBA 1325 1BA 1072 ma 1327644 1880 ma CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED ss mnplyin with 910 Ftwih FIGURE 1: f1ww� cD& TABLE NOTES: Aeaepteso Mfro-OW6.03 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND BMW 28 FOR INFORMATION ON LOADING- SEE OADI G-SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY h0dOt4 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2 00 090 a a 00 Ml1LLKf AND MUD/ 9I"SHOWR ARE NOT 70 SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `��11Yldld 4f, • • • • HOLES TO DRtI T L! F �CDIIRIENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 126' 4b° \C' F FIGURES Slid 8 T X LC%TIONS. �t •• ••• •• • • • •• 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' No.58?D'a FIGURE 3 CONCRETE BLOCK UNIT(CMU)SHALL.CONFORM TO ASTM 690.WOOD SHALL BE PRESSURI=TREATED • • • • YELLOW SOUTHERN PINE WITH AN SO OF 0.68.ALUMINUM SHALL BE SD63•T6 AND BE A MINIMUM OF.126• [//J� THICK FEEL ST}l�3 TO BE/hMWttdl$�,SGRADE LAND. THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT 46,BAY LFAST•12U T AND.0311.AL�ANCF�OR MRQIdE=AL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION = Cp T14E MATF.0IAL.1100&#12 ANCNDRS WTO W00%MAY 86 BT 18 B S.S.OR 410$ '�`��•.F7.UR1o?•'�lC •• • • • • • • • ( ANGLE CLAP(FIGURES 1-3)MUST BE USED IN PAIRS. • •• .0. •• • • • • ��r S,.>� `�\ •• • • • • • A tYid11J11y1iER;�.E. FL P.E.#88706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - -� 1.000` r -� 1.0w r 0 tow �►- �{ tow � .125 .128' 128' ORa 2T s• 2.760' .128' 3.125 x188' d .126' .125 8` N 2000, 2AOC 285' 2118' $ co I 7.128' 47 jN b 125 L 376' -T T i O W 1'X2'X.126'MULL[I- L X.37SMULLION 1'X2.7b'X.3T8MULLfOT1 VX2.7WXb5'MULLION PX3.125X.WMULLION 1"X3.18rX"MULUON 1.2rX2A1•X.12rMULLION ��• _ 8083-76 WMALUM. 8063•TBALUM. 6063•TSALUM. 6163-TSALUM. S083•TBALUM. ONS-TS ALUM. C Q XSE _ �.-___ XSECTION XSECTION X-SECTION X-SECTION XSECTION X SECTION to 0 87 •}'i f-.126' {�{f+-.126' -+i F�.128' 2 � 11 I LEA STANDARD CLIP �l CLIP D1merWan Value(in) For Mumon: O 2000' I 803SECTION I 212V U 2 . X-SECTION A 1.8a SAL � 128' B 2854 1•X2•X.126' U �• d .126' I X-3�ECTlONM Aluminum Q p G 0•M Tube Mullbn r r D 0.740 .125'1IleI A 1.125 RA 2404 1'X2`X.378' S2 Agmt0lum6 000. TubeMud�IiCUTHERETO 976' 0.836.378' at28'-�_CREATEFi2W.SEE MR .37WMIN. 0.400 MW. rOETAILF.SHE8T4 MW JOENTER MW. U CLIP j1'X276"°X8083.78 ALUM2X8 ANGLE CLIP .375A]wftwTOPYEW 8083-TSALUM. Tube MuBfonSTANDARDCLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TDP1AtlN8083-T8 ALUM. DASHED BWNDARY.BEE SFiEET3 S-1T FOR TME V X 2.78'X AzIza ANCHOR HOLE MUST LE TOPVIEW OR HOLE DRUIMETEW AANCHOR DIAMETER♦TANCE.MAXIMUM CH1� B 3.000 Aw DASHED BOUNDARY.SEE SHEETS 6.17 FCR THE ANCHOR O.C. ED C 0.476 Aftft m DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1(18'. SHEETS 6.17 FORTHE D O.an Tube Myon ANCHORO.C, TABLE B A 2.000 DISTANCE MAXIMUM Muli Dimonelon(0990) PGT Part tl B 2.637 1'X3.12 X saneFbft 8.6w •3� DWdETER:ANCHOR Mullion SUL Clip Olt•et Cllp U-Clip Angle Clip .600'Alum Building code .376' DIAMETER+INS'. C 0.863 Tube Midi AmNo«0-O'Z 3 MR 1°X2°X.128°(8) 68806 8W113M 8881118M 686243M 660511M D 1.137 Duo 9021 r---- -------r-----------� 'I'X2•X.378"(6) BMW SWUM 6861116M 660244M 666612M A 2'05 1.28'X3.188' nT Dade { 1°X2 76"X.975'(� 6�7 888116M 8�1120M 6882471 868813M B 3,282 X288"Alum i 862 ••• ••i i i •1° 2. )6 (8) 66608 666116M 6661121M TABM WWUM D �, Tube MuN `a�LYHN Af��t •• •i ••i • •1" 1 X00°(8) 17M 8861118Id1 8881114M W0242M SWISM O,•' A i KOFFSET 762 i 128'X2.11'••i •.1 3. (12) 6B841M Mi 7M 8881113M 6ME41M WWOM A 1.813 .121'Alum------ --J1.28"X2.11"X.126'(18) BSXi70 WA NIA WA SM17M Tube Mu0Le 37 AwM, `777 !JAE TOPS � �1)FILES TO 4 D$ILI.E[rlN THE FIR•1.D gOLCOWjNO DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. :��^.. 740' i+-� �I •• @ • 2)8• 8HETA ND FO•�SO3A•PgOjuATE % C \ HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. •• • • • • • A.L' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.O 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• -+� 1.000• -j 1.000" 1.082'"•' 740' - .ob3° .38b' � 062• .4311' , , a 4.000" 2.� -1 sTANDARDCLIP 2125' 2.000' 2X6 ANGLE d 4.000" 4•�• 2.828' 0063-TOALUM. XSECTION U�L� .126' l 1 SW3•T6ALUM, .126' N .128° .128• .126• X44ECTION U) N�m .031"1 7-' cV i ,26•J 3 CENTER OF ANCHOR HOLE MUST UE WITHW THE A DASHED BOUNDARY.SEE SHEETS&20 FOR THE j 37b' 166' .376' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR g m -T HOLE DIAMETER:ANCHOR DIAMETER 1/18'. - y O P X 4'X AW 1'X 4•X.376' T 1'X 4'X.376' 6.600' 6.060• m Z MULLION MULLION T-MULLION , TO 378' 8W3-T8 ALUM. ur 6063-T0 ALUM. 806378 ALUM. .376' 3.128°_CREATE F4XlP.SEE MW. �/► XSECTION *SECTION XSECTION MW DETAIL F,SHEET4 LLZ) 1260• I --- 376 r--------- -----------i 375' Z '� r--- -� r---- CENTEROF I 1 I I ANCHOR HOU: j MIN. a 1280° 1260" i I i i I MUST LIE WITHIN RUNP 1 I i I I THE DASHED BOUNDARY.SEE -G 1 i 1 Q i i F SHEETS 5.211 FOR JI 1 a e•' 2.876E I --- 1 t I --- , THEANCNORO.C. Q-'-- I 1 I F I DISTANCE. MAXIMUM 1 I I I I ANCHOR HOLE I I 3.2 0' 3260" i I i i I DIAMETER: I I ° � Q t�J ,1 106• 166° L _ 1 1 ---- ANCHOR c--------------------- 07 ~ Q $ ------� I ---- ANCDIAMHOER+1718". Q g 17 .906' _ 2X6 ANGLE CLIP 4° L STANDARD CLIP U-CLIP 608378 ALUM' R' .624' 6063•TBALUM 6083•TBALUM TOPYIEW '7 -�T Z=-.1 ANCHOR HOLE MUST LIE TOPVIEWTOPVIEW .826" h"-� I ---1.820' N•- �I.820 F► DASHED BOUNDARY.SEE 1.28'X 3.26'X.1�' 1.25'X3.26'X 524' 1.26'%3.84'X.824° SHEETS&20 FOR THE ANCHOR O.C. TABLE C TABLE C CONT. MULLION MULLION MULLION DISTANOE.MAXIMUM ANGKOR HOLE Dlmmden Veiae n For MWIIQW. Olnenelon Velae on)]For MuIllon: 600&TB ALUM. BWSTSALUM. 800&76 ALUM DWMETER:ANCHORDIAMETER+IH6'. 1. 1.zr XSECTION %SECTION XSECTION G 1. .12V G 0.800 X.824° M 2860 Alu k m 1. Alunhum - 3.469` 8 "� 000 Tube 1 3.280 111be Mul 2.881' QO.N 3IN. 376 F 0.167 1`X'7' 2.825 126 X .86• ,.377wi MIN G 0.787 .376 G 1.125 X.824•----__ H 2A30 Atumllam H 1500 Aluminum CSBUCTRBVtSBD- Tuba8:' 1 3= Tete M Mn m camlM7m8 WM DN Fimide F 2280 . F 2 30' Mull [tuitdiug CCAeF 875 46 Mu6 AceaptanceN6164MS.03 .126' 928' 2254° i i iH1. AlumGx611 mti o!]91446°BAYI ------- ----- TABLE 0lmen•on Mullon PGTP6tH6B !•loduet Y3.260° ••i i ••• i YNN�°BAY MULLION I �63T8 TQS063TSALUM I X-BEC • • • • • Iwets) MuBbn St&Clip offoi ttp UClip AngleCUp '��,Z,O*SECTION • • • • • • • OFFSET CLIP 1'X4'X.125'(10) 89384 66811/M 8661122M 866241M 886818M••• •• • �2p ♦ G 6083T8ALUM. 1•X4'X.378'(it) 89810 88ef12M 6661123M 868a42M 666819M ,��: t4o.5070y 228°�!".1187'-I �'��"•881--4740° TDI>�I w 1'X4•x.375'°r(11) 6M 668ri2M 8861123M 660242M 19M _ = NOES: 1.25•X3.W X.1W(13) 20160 6891127M 8�1124M 8862410M 60011115M • • 1.WX3.2VX.S24•(t4) 20181 OW129M 66611n1 S8S24f1M 8665t16M -.i3 W FO •' 9 ��.: C(�� ,)HOLES TO BE DRILLED THE FIELD LLOWING DINtENSIONAL RE__}IGFEN ONane4Y• • • • • 1.25'X3.84°X.626'(16) 20182 6881117M GM126M SM41M 688817M '• 8 TE F ti 2)SEE SHEETS 820 FOR StIGOEBTFA,APPROXIMATE HOLE LOCATIONS•• • • ••• • • ••• • 30 Depmo(19) 88649 WA WA NCA 86�11DM '"Q��'•.FlOR1OS`• �� •• • • • • • 88850 MA NTA WA 8888I71M E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, ��11#4 ISR FL P.E. 58708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E Mull Dimension POT Part# F (sheet#) Mulihm Std.Clip U411p Angle Clip I "1 f- •12V -�t-.12'i' ---11-.126••X4'X.25"(18) 86802 888281M 660271M 688811?M Fr•X6'X.2S(17) 86804 88eow www 8885113M { STAPDARDCLIP U-0LIP + 2X6lNGLECL�6003-T6 ALUM. 8063-TB ALUM I 6089-TOALUK2.0 Xr XSECTION 21LL 26' X-SECTON 2,0�• X41ECTION .1�'1)HOLES TO 8E DRILLED 8d THE FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z 2)SEE SHEETS 5.20 FOR SUGGESTED.APPROXIMATEHOLE LOCATIONS. i.4W 1490. ►� O 3)SSHEETS 2-4 FOR GENERAL INSTALLATION METHODS 5.6W CUT NERE TO 5.000' 375• V -- MIN ' H 020W3.666' CRATEF4MIP.•MIN r-SHEET�4�F. •3 ,376•r-------- ------ ------- -- -- T---------------------I LlD.2 X4•X�' 3.436` + 3.436' —------iMULLION I 3.438' I6M3.TBALUM. IIzxsECTIOH 1 I I _1 MIN rn4LL------------.. ______ __ ___ _____ __...___.. NSTANDARD CLIP u-0LIP.8�3•T8 ALUM. 2X6 ANGLE CUPCENTER OF ANCHOR HOLE MUST LE 8083-76 ALUM. 18 CENTER OF ANCHOR HOLE MUST UE 6093.76ALUM.—WITHIN THE DASHED BOUNDARY.BEE TOPVIEW TOPVEW WTTHIN TiE DASHED BOUNDARY.SEE TOPVIEW $, SHEETS 620 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. F&I DISTANCE.MAWMUM ANCHOR HOLE CENTER ANCHOR HOLE MUST LIE DISTANCE MAXBdUM ANCHOR HOLE DWdETER:ANCHOR DIAMETER+1116'. WITHIN THE DASD BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4-1110'. SHEETS 620 FOR THEANCHOR O.C. 5.800' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1118'. 6.000' 3.800' +{ CREATE F CLIP. .37W .MIN. I SEE RTAS.F. .MIX MIN. . SHEET4 MIN. 376' ----- -- -- -- ------- -- -- r---------------------1 1 I I I I I { I I I 1 I I I { -RODucr REVISED aseamplyw'gwit4lhoFlelWot 1 � I � � aulMlog�t6'ox1B.o3 I I I l I 7 —i 4.886' I F +--------i froduaL 260° ®•�0° -i- T - I + 8.438' { I t t 1 t 1 1 U t 1 •• •• • • • •i •• 8.4 ' 6.438' j i � N 41 1 • • • • •I • I I I � F i 2'X8•X.2S I • 04 • • • • •I• • I I ., 1\GENSg'•.- Q MULLION I • • • • • 61 • I i ,. ••.it 8063-T6 ALUM i e• 001 • • •I •• I I No.58705 I I I I .376' XSECTION I -------- MINGl I I I I 141 Z� • • WOOF • • • • • • U-CLIP 2X6 ANGLE CUP '�. L1's'••••.•• \�� ' • I ALIT • •• • ••e • • USEDF FOR SXS'MUALUM. 17 603-TOTOPEWM e• • OP • • • e •T0PY1 W A.LYuiS WIG LER P.E. FL P.E.#58706 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1•SINGLE VERTICAL.MULLION THE BUR DINO 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.(V-80.0 PSF. � � - ANg10fi8 HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITASLE.THE MULLION LENGTH IS 72'AND THE OPENING WIDTH 13 32'+32+1'=S'.REFERENCING SHEET 25,THE COLUMN USING t�p+Iggx� RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-111'AND WILL MEET OR EXCEED THE REQUIRED -- DESIGN PRESSURE OF+80.0680.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C! 2' elm aee FROM TABLE 3A.SHEET 7,THE 1'X 2.78'X.370*MULLION(LENGTH a 721,OPENING WIDTH-707 MEETS THE DEPTH REQUMD.HOWEVER THE DESIGN PRESSURE IS+688.3 PSF AND WOULD FEWRO ATIOPN DETAIL!{, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS 6YfffiTH Y APPRIAI. 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.78'X SW MULLION(LENGTH-7Y.OPENING WIDTH-707 HAS A DESIGN PRESSURE OF 41.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE � f< OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. LE 7iI 2)USE TABLE 46 TO FlND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOW SUBSTRATE BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 0) b. M F- ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 985 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO WALLN �/ D£fAILB, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.PENAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2'9 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U) ON THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+130.0 P8F,THE OVERALL MULLION SYSTEM WAS DETERMINED TO 72.71 WITH AN ANCHOR CAPACITY OF 838 LBS.ALTERNATIVELY. 0 ffAlCHOIiBW umlo0'xa1LL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSI: mlX7 �VdM (80 P$F)Xan L13S 0 E24.9LBS (MAYBE lJl3ED TO QUALIFY#10 STEEL BCREW3 FROM TABLE 48) THE BUW14G SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USER A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 23/8'.THE OPENING REQUIf�BA � tt55 DESIGN PRESSURE OF+80,01.55.0 PSF. Z r 't FOR THE VERTICALLL MUION: a 1)INITIALLY ASSUMING THAT A V WOE MULLION 18 SUITABLE,THE MULLION LENGTH IS 32'+7Y+1=105'AND THE OPENING WIDTH IS�°+�"+1'=73'.REFERETKYNG SHEET 25• P THE COLUMN USING RECTANGULAR LOADING$HALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL N J a MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+90.0-56.0 PSP.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, J EXAMPLE 2:MULTIPLE MULLIONS Ll WILLr FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X 37V MULLION(LENGTH a 108'.OPENING WIDTH m 867 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF 4 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 18,THE 2'X 4'X 290'MULLION(LENGTH=108',OPENING WIDTH.S7 HAS A DESIGN PRESSURE OF+1.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z D} gee FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LB& $Caj MR DETAILS, Feasm00N SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD Y TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH L4 38'+311'+2''-74°,NOT 73'AS PREVIOUSLY "N Pig ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILI.APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL E 73'DIMENSION(36.11Y+38-V2'+2' 171 -731. 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VEWI1 CONCRETE HEADER AMULLIOND SILL ARE 8'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER S EDGE DISTANCE �'I` - USING THE STANDARD CLIP WITH(8)WW ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.10 GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH ISGREATER,AND NULI'ION SLRTHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBB. LE& OSTAIL8. DETAIL F, 6 eters as 8HEeT 3 EOR'Q�£HORIZONTAL MULLIONS. OPENING HECHT BECAUSE THE VERTICAL MULL WILL BE A Y X 4'X 280'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORI20NTAL AND VERTICAL MILLKXNB,ALTERNATIVELY.ANOTHER FOR MULLION TYPE COULD SS CHOSEN. HOR1Z �� PRODUCT REVISED MUL MN /// 1)THE MULLION LENGTH IS 98'AND THE OPENING HEIGHT IS 32'+7T+2'e108'.REFERENCING SHEET�,771E COLUMN U8IN017RAPFZOIDAIlTR1ANGULAR LOADING MAY BE S ul camp! �vi8i go Flal®L USED.FROM TABLE 12A.SHIFT 18,THE 2'X 4'X 280'MULLION(@LENGTH a 42',OPENING HEIGHT=1267 HAS A DESIGN PRESSURE OF+M70.0 PSF WHICH EXCEEDS THE A No*-ows•C f REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBS.MAI Dente WA 8, 2)USE TABLE 120 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CMU SUBSTRATE.IN THIS EXAMPLE.ASSIMETHE CMU JAM88 ARE 8' By WIDE.IF THE MULLION CLP WERE TO BE CENTERED WITHIN THE 11',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 275 ANGLE CLIPS WITH lraQucL 2-3 4 ORS T D CE OF 1'ONES AN ANCHOR CAPACITY OF 540 LSS WHICH IS GREATER,AND TIMIEFORE SUITABLE,FOR THE REQUIRED 111 I 1 I 1 t (�� O id �� lY F 1 • • • • ONS........ F 36'•HOWZ• 4 FOR THE LYOLIP IN TME HOREW •NTiAW1�1LU011 TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE UCUP SNOWS THE ANCHOR 1fit\' \GENS CF NUW,HOWLL LENGTH'—"I�`Mm LENGTH ) ��•• \• F'•••'p CAPACITY IS 1(114 LOS WIHEIPUWNG/AN•HCRS.WHICH IS GREATER,AND THEREFORE SUITABLE,FOR REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LBS.THE WIDTH FOR VEMICAL NULL A"ORTM9SA#*9TEELEOREIR. • !• •� sC' {010.liF1705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: •- +J34.7 PSF FROM THE VERTICAL MULLION*1701 PSF THE 9B' AL MULLION ATTACHING TO CMU: 'h +-1 171E MULL�IQ TT GTO THE VERTICAL �.'(�'•.• ArIt!J' ;'jam; 77 jLO+ BT SIGNPRRiSS01S .7PSF�4N7ti 14�PPLYTOALLOF7HEMULLIONS. :,� '•.,�<O(L10?•.•'�q: VERIFYiHE D&BIGN PRF�SUva➢E OF jN♦Tc FENEW;WO jP�UGTS USED WITH THIS MULL.IO N SYSTEM,THE LOWER DESIGNN PRESSURE,OF MULLIONS OR mEsTRATION SCON/',r.. PRMXCT%WILL APPLY TGII•HE OWALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT 13E INSTALLED IN A.LYNN)VSUO�I�,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �I� v I ------------- I �7�a: .-. , -. IP I i ter. Foo,