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WS-16-2283 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270064 Permit Number: WS-8-16-2283 Scheduled Inspection Date: November 08,2016 Permit Type: Windows/Shutters Inspector: 1)40%7- Inspection Type: Window Door Attachment Owner: SCHOCK, MICHAEL Work Classification: Window/Door Replacement Job Address:1618 NE 105 Street A-8 Miami Shores, FL Phone Number Parcel Number 1122300530080 Project: <NONE> Contractor: BNT SERVICES INC Phone: (954)233-0126 Building Department Comments REPLACE 6 WINDOWS AND 1 DOOR Infractio Passed Comments INSP C C OMMEN S alse U DI l Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-267934. CREATED AS REINSPECTION FOR INSP-265383. 9-23-16 need to expose all work for inspection and perform all work as per NOA. Failed Not p 2016 Not per NOA Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 07,2016 For Inspections please call: (305)762-4949 Page 14 of 29 Miami Shores Village s � �� tOnii o lV1f8 t' 10050 N.E.2nd Avenue NECla - +� .Re ' j Miami Shores,FL 33138-0000 Phone: (305)795-2204 ; � ;v -P x f3 � 3 8 R Expiration: 0212212017 Project Address Parcel Number Applicant 1618 NE 105 Street Number: A-8 1122300530080 MICHAEL SCHOCK Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MICHAEL SCHOCK 1618 NE 105 Street MIAM SHORES FL 33138- Contractor(s) Phone Cell Phone $ 10,702.73 Valuation: BNT SERVICES INC (954)233-0126 Total Sq Feet: 0 Type of Work:REPLACE 6 WINDOWS AND 1 DOOR Available Inspections: No of Openings:7 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 $8.60 Invoice# WS-8-16-60975 DBPR Fee $2.55 08/26/2016 Check*9906 $ 154.70 $50.00 DCA Fee $2.55 Education Surcharge $2.20 08/12/2016 Check#:9858 $50.00 $0.00 Permit Fee $170.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $204.70 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 an zoning. Futhermore,I authorize the above-named contractor to do the work stated. August 26,2016 Aut orized Signature:Owner / Applicant / Contractor /�Agent Date Building Department Copy August 26,2016 1 Miami Shores Village Building Department 77 - l10050 N.E.2nd Avenue,Miami Shores, Florida 33138 1 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 SA FBC 20H BUILDING Master Permit No. WS I6®9a)5-:�' PERMIT APPLICATION Sub Permit No. 9BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP Q Al y� UN CONTRACTOR DRAWINGS JOB ADDRESS: 1,61 U 'y t IVS' � Ur�'T` City: Miami Shores �,�j County: Miami Dade Zip: 33 l38--'�1 1� Folio/Parcel#: ��nf�-2» -cs_ g� Is the Building Historically Designated:Yes NO_V Occupancy Type: P'S. Load: Construction Type: RCS, Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): //l�GY1 QL `�GAflGK Phone#: Address: J&7 lV 6 10 � ufitrr A 7 City: /Yliaw�l ShowQs State: r L Zip: 53112'1`1f 11 Tenant/Lessee Name: Phone#: Email: Q�+,/ y� CONTRACTOR:Company Name: F.�l C. Phone#: `S44233a Address: ��7WDr 6" City: CO KA1-.-.� SFX: . 66 State: FL Zip: 33o6� Qualifier Name: !O+ M 2.WCri ( Phone#: "q -a33-otaCp State Certification or Registration#: SCCI�(I�I�S`t Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ i?trZ*77 Square/Linear Footage of Work: Type of Work: ❑ Addition ElAlteration ElNew X Repair/Replace ElDemolition Description of Work: L/2. to�� i DOW (�` 1 Specify color of color thru tile: Submittal Fee$ Is-D"00 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ �`� Radon Fee$ ` DBPR$ Notary$ eT� Technology Fee$ ' 2Q1 Training/Education Fee$ Double Fee$ Y� Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 15 4` (Revised02/24/2014) r 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. Signature Signature ✓`` OWNER or AGENT CONTRACTOR The foregoing instrument as acknowledged before me this Teo agoing instrumen was acknowledged before me this day of "� 201 by day of 201fO by CA0 t1 !e-40 c 1/ ,who is personally known to -Tb"'^ est wet who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign: Print: Print: Seal' apNlw P Notary Public State of Florida n °oe� Notary Public State of Florida William R Thomas Seal: William R Thomas G My Commission FF 008234 "� CoQ MY Commission FF 008234 o��o Expires 04/15!2017 "FOF Expires 04/15/2017 � GZ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ;\ �. 0 F, C OAF THE PROPERTY APPRAISER Summary Report Generated On :4/7/2016 Property Information Folio: 11-2230-053-0080 , Property Address: 1618 NE 105 ST UNIT: A8 Miami Shores,FL 33138-2114 Owner MICHAEL SCHOCK + MARY SCHOCK 1618 NE 105 ST A8 `< p MailingAddresses MIAMI SHORES,FL 33138 USA Primary Zone 4900 MULTI-FAMILY- �5 CONDOMINUM t Primary Land Use 0407 RESIDENTIAL-TOTAL VALUE CONDOMINIUM-RESIDENTIAL Beds 1 Baths 1 Half 2/2/1 Floors 0 Living Units 0 ' Actual Area Sq.Ft Living Area 1,728 Sq.Ft Taxable Value Information Adjusted Area 1,728 Sq.Ft 2015` 2014' 2013 Lot Size 0 Sq.Ft Year Built 1971 County Exemption Value $0 $50,000 $50,000 Assessment Information Taxable Value $210,050 $132,650 $132,650 Year 2015 2014 2013 School Board Land Value $0 $0 $0 Exemption Value $0 $25,000 $25,000 Building Value $0 $0 $0 Taxable Value $210,050 $157,650 $157,650 XF Value $0 $0 $0 City Market Value $210,050 $182,650 ___~~$182,650 Exemption Value $0 $50,000 $50,000 Assessed Value $210,050 $182,650 $182,650 Taxable Value $210,050 $132,650 $132,650 Regional Benefits Information Exemption Value $0 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $210,050 $132,650 $132,650 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Previous Price Page OR Book- Qualification Description Board,City,Regional). 12/29/2015 $409,000 29910-3220 Qual by exam of deed Short Legal Description 10/28/2014 $100 29394-3055 Corrective,tax or QCD;min consideration HARBOUR CLUB VILLAS CONDO TOWNHOUSE A-8 10/28/2014 $346,000 29394-3052 Trustees in bankruptcy,executors or guardians UNDIV 1/79TH INT IN COMMON 02/01/2008 $352,000 26277-0459 Sales which are qualified ELEMENTS CLERKS FILES 69R143006 &70R100201 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: BNT SERVICES INC 5302 NW 64TH WAY CORAL SPRINGS,FL 33067 (954)233-0126 1/*fCV.S info@bntserve.com ADDRESS SHIP TO ESTIMATE# 3861 Michael Schock Michael Schock DATE 03/21/2016 1618 NE 105th Street 1618 NE 105th Street Miami Shores,FL 33138 Miami Shores,FL 33138 _ ........... _. ............ ............ PGT 770 SERIES SGD 144X96 OXXO 1 7,502.58 7,502.58T BRONZE FRAMES,BRONZE TINT,LOW-E COATING PGT 700 SERIES SINGLE HUNG WINDOWS BRONZE FRAMES,BRONZE TINT,LOW-E COATING PGT 701 SERIES ARCH/HALF CIRCLE BRONZE FRAMES,BRONZE TINT,LOW-E COATING (COLONIALS APPLIED TO FRONT) PLEASE SEE MATERIALS LIST FOR DETAILED SPECIFICATIONS; LABOR-R/R 1 2,450.00 2,450.00 6 WINDOWS 2 MULL BARS 1 SGD PERMIT SERVICES- 1 550.00 550.00 Package Prep Engineering Services Runner/Notary Services Inspection Services Radio Referral/Angie's List 1 -250.00 -250.00 Includes:Removal and disposal of existing windows. SUBTOTAL 10,252.58 Exterior weatherproofing TAX(6%) 450.15 Replacement of any stucco and/or drywall,sills,tiles etc.that may TOTAL be damaged during the installation. $10,702.73 Does not include:re-installation of any alarm contacts. Painting interior or exterior All credit charge charges will incur a 3%charge for bank fees. Payment schedule as follows: 1/3 deposit,1/3 at install,and 1/3 at final inspection Accepted By Y. Acc d Da y X "[ 13 1(D STATE QF.i`.LC?IIIA :. ! LIEPARTMENT O>r PUSINES.S:AND PMFEMl .L REGULATION ' CONSTRl1CTIO,N I DUSTI�X L10EAiSl1�4G BOARD ($50) 487--lb95 t 1:940 NORTH MON R. STREET T LLAH'SSEE' FL 32399-:G783. t t ' 4 t i' t Z_ES-PIKE=MOMASALLAN. BI�F`�ER17i( ES'ING � � %AN I:SPRINGS FL.3306Z i ' Gofi CatEa# d(t n5i'11 #h %is:lii its'. 'Ott-�efiYtj!°...__-. o' illiii? Ftiiitdlai Oi'ceps ' t#g#Eie,-ep'rt` 94x��s E'xofessAl' gutaQ '1 P �bfessiErna 'r� zis}resSg � STAT E Q FI�JRII) fes' : Iait #Std::'acl Jiyp*q kom o�c�r tak? ei�YtLb�st�ttiarifs ` � z' ' Df'Ai� �I SIN SAtE3 end�kr y tte .Ftoi3d 'S'econdrrJ s ting; RI3O y��i ?I ULA;.. £J Via:. seat e�tottr--jb.�i1,t�){SFt#fl�}`�iS�tL �uGot �eaiice � t r d9y�Qn at al �SC�i` r`':o dwelt WWI !^•.ao.r.r sh:ia;`,. -ru ,.:Y.:• '; � '.� �+,. a 4t b�n7��( �$itii �nCl tV{"� ''i j t op's' {` •. �:s f&Cf S` ycl+ 3 o •'N:t-!T:`� •t_M.,•- s, ..r.7.,G'=qq �.,r.'"Li.yam :,f'• }, •.+h6- w�t.t .�s,, �a'+'y::•i:Pi::�:J% ��Q �7"��3�t't�..�•:' irif .R�? ', y,=,r•• �. �' 7=.. `.;:B1�o �orW. yG4/�a��rtts�;�.�4�z�):�S,�:w;u tl _ 4. a. .•L.. sr: _ , :t«,rc.Y,dt":"'c4r 'n:s,. t ':I Ason#. �#e`��a� �.�E'.Y*: R•.t,:,; : :i'ay. �: �• _. :.b _Nr: :. .ik•t_ . . o-. ' ?us $s : ,Itiida; h#` i + ' irtr�' n: naEn'c�'pi��rrS}brss'an : .s; , 'r�.`C•ij4�� `��?��ld►�$'�UC!��' iIvP cei�$e� t: t r f ! � .,:il• "�"`LQ^..p to {'.�� `�. +. 0 ' O ,I .PA TM ; INA ,e ULA ON,4 ,{}y� .. � •5•. ,4i S,.C:?.... ?•.:-., ::' ..:... .:. r......,r�t!�[':�.�..��.. �,RS A.k, .4�. ;(II'.rs >;E>.4� 16VLAY`1V Y "LbL Lug MG z r � �`5 i I i "<?")•7 J.:.r.:'!n:x=ti ��tt r al �•f 4 ei Ell ,('[g�{��piV�''a7"f�y . iFpl� fF L ! 1 � yyy I !:x a as ,!:, .•a =�.•: r '�' i' . . -:i.••�''.a;wi�5:' ,1 .:�,;,;5:'� ._ ..� I-i`r.�;• 5%'. .. .. -.t :s:: -k ,� :V��r,9! s sa 4. : BROWARD.COUNTY LOCAL BUSINESS TAX RECEIPT 115-S.Andrews Ave:, Rm.A-100, R. Lauderdale, FL33301-1895—954=831-4000 VALID OCTOBER 1,2U15 THRQUGH SEPTEMBER 30,2016 DBA; Recbtpt#:119-2280 10 Business Narrte;'B SERI7ICES INC ALL OTHER TYPES CONTRACTOR Business Type: GLASS P11D' GLAZING CONTRACTOR) OwfferName THOMAS ALLEN zESCxrcE Businegw0I50ned:l0/02/aoo.9. Business Looat on:5s:o2 NW f4 .WAY State ouh lCert/Reg.:SCC131151is4 CORAL SPRINGS Exempflort Code: BWness phone;; Rooms Seats Employees Machines Professionals 2 Por Vendrng Business Only Number of Machines Vendin TYP e: Tax Amount Transfer f=ee 9 NSF FeePenelty Prlor Years Collection _dg. Total Paid 27::0,0 Q,OQ _. (p,0ty 0:00 0 ,.00 0.1(val . 27..40 7HlS:RECEIPT MUST BE:POSTED GO:NSP"IC,U:�JUSLY.IN YQU.R PLAc OF BUSINESS THIS.8V-00MF-$,/1;TAX Ftl CEIPT This b'.is levied for'the pr3vllege of doing Business within 3roward County arid 1s nod-regulatory art nature You mLsf rpeet all GQunfy anCloj[lllunialpallty'piannirig 1NI1EFt}/ALIDATED and:zoning I•aqulfetnents This;Blsl�tess:Tax.ReGeipC'Itusf:be transierred'vyhen tha busipess Is sold, buslne0— n'am'e has .changed or you have rnovecJ the bUsijies$Ic�cation lh(sreceipfdoes.riot.lni�icate'Gt.2hebusinessislegal.orthat ii_is Ih'compliarrse with$fate or foc�i.lav��pd'regulatioris;. lkilling Addross TITpt4Aq 1i6'LENAY ZE 64 i9 $CI Cg: Itece i #MM-14 0;0.7.27014 5302 N�1' ORAL SERx GS FL 330 7 Paic108%26/2¢35 27.00 2015 -. 2016 From: GFI FaxMaker To: 13057568972 Page:213 Date: 8/22/2016 4:14:20 PM CI lent#: 102606 BNTSE ACORD. • CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 8/22/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WANED,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 endomement(s). PRODUCER Certlflcate Department Advanced Insurance Underwriters, LLC 954 416 9780 (A/C,No): 954 963 9776 3250 N.29th Avenue -M IL Ext Hollywood, FL 33020 ADDRESS: certificates@advancedins.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURERA:Colony Insurance Company 39993 INSURED BNT Services,Inc. INSURERB:Old Dominion Insurance Company 40231 1313 NW 65th Place Suite 1 INSURERC: Fort Lauderdale, FL 33309 INSURER D: License#SCC131151154 INSURERE: 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 CONTRACTOR 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. 1�gEXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE DL SUBR POLIC FF ppppLLICY EE�� POM/DD MM/DD/YYYY A GENERAL LIABILITY INSR D LICY NUMBER LIMITSX X 130GLOO13405 01/2016 04/0112017 EEAgCgHA�OECCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PAW%, ES ERe NTED $100000 CLAIMS-MADE n OCCUrrence OCCUR MED EXP(Any one person) $5,000 Ded:O PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER; PRODUCTS-COMP/OPAGG $2,000,000 X POLICY PRO- JECT LOC B AUTOMOBILE LIABILITY X X B1T274OW $ 01/2016 04/01/201 EaMaBcpd"n SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Peraccident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITYWC STATU- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE YIN ON/A E.L.EACH ACCIDENT (Mandatory in NH) $ FFICERIMEMBEREXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule.if more space is required) APPLICABLE FORMS available upon request General Liability CG2010 0413 Additional Insured Ongoing Operations(Blanket) CG2037 0413 Additional Insured Completed Operations(Blanket) U047 0310 Waiver of Transfer of Rights of Recovery Against Others To Us(Blanket) (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami, FL 33153 AUTHORED REPRESENTATIVE A sea c�oiauaaesc�G/er Uo"6-1 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD ;MR1AAA1R7/M1S9R3R1 This fax was sent with GFI FaxMaker fax server. For more information,visit: http://www.gfi.om From: GFI FaxMaker To: 13057568972 Page: 3/3 Date:8/22/2016 4:14:20 PM - ii"�`•'.i%;i!'•:!l��'!';'�a:'::;iiiiiyi��i`:��i%�C;`i�is:l•>_:ir��_iz:;-i�r3;;'•_;i'i; :_��-t':-��i'r�i�i:i/;ii nisi;��i';�:�;iisii5';�:5asii;ix;�i;;i:;cii;i:< Z;;::�;:i�isi'ri;:r::::Far;:�:r,�:�ar::rra:::;:��r:�r:ar;�;:::r:::;r;.r::�:nr:rrr;;:::r:::::;ar:��r:�:;:::::::::::::::.:::::::::.:::::::.::::::::: ......... .::....... .................... U407 0 310 Primary 8 Non-Contributing Insurance Under General Liability,when required by written contract, the certificate holder Is an additional Insured for both ongoing and completed operations. Coverage is primary and non-contributory.Waiver of Subrogation applies. 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W'YICWY`.-`�•�'WfOR•"�"l�•Tp. 9e m►t! to aifiates#naar�by ugt'Fist Pewaxuis 11RasgtQ�Inc �•9eb9 �ac+sYe 8;.VdM wadit In.PC Cwierag�does tivt.apldy tD ei[�yeti(S}OC�t4QeperidsnpoY+i�i'(S.I of tPre;C>►�Cpr!!Rar1y 'C+il1�•Lntly. A 4.4the ecdve enrpi ry *)kmed-tu the Y Cwf b.aitbm'sied hy."'a rag”Og V2 1)37-U38 or by ca%V'(727)M-me&I Prvjcct Nam" CER7 RrATE CANCCUATM to,4►a sraats vUacmr�� ray c „�a z% nM [4' E�uer w midftvm-to w dsym s {m mtiW"ore mei6'�"e�det muned'lo.4Aa k&Fns iot4un:to Qso shpli Impose i o.a,Ma Kw ar.r�,Oar+i's,Y MA Sm,sm mw.ar:�, r�aaeaaraesves: 1JOM P&2M AVE ISRO ; FL 33138 U407 '83'ltl l+rii�rary�Npn•Go�tribtiting ti��[attce Under.gnmul i iabli�yP,Wfim neyub*#•bll wrMen.conka f,•the cortiftcate &an addftiomi IMUNO'f©r dO.OA§Pina'*d completed-operations. 6ver.v&l 19:pdm;lfy$ . rtmufory.tlValvor of Sorogatlon ai 10— **CommetaW Aum X4'8722 9#12 Au ►fine EiidorSawi#includes Siank9t-AddMon9d.hl6litW sn Bl nkift 3NOM of Subrogatian W im requirad by variwo.n`.gbTAract' ao"T, 212-VAI") •2 vt2 .�5.'1491Y49S8369 FLORIDA BUILDING CODE 5th Ed.(2014)/ASCE 7-10 DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING-CRITICAL CO DITION WORST CASE For Buildings with a Mean Roof Height of 60 Feet or Less d+ i(J L .•.,l i, - _ DESIGN PRESSURES FOR INTERIOR ZONES("Zone 4!) pOIGN PRESSURES FOR EXTERIOR ZOi ES('tone 6") ° Y'" 6810 North State Road 7 Ufflce:9b4-b11-8143 Mem Roofy=gwf D Umnut Creek.H0rlda 330/e Cell:561-305-0476! e Haight Tr1u1WAwa(s4•$) Height TdbutmyA=(%ft) C (ft) 10 15 20.01 25 30 35 40 45 50 (ft) 10 15 20 25 30 35� 40 45 50 rte-• j� 6810 Notch State Road 7 15 401 39'0 33.21 37.9 37.2 36.8 36.4 36 fl 359 15 401 39.0 38 2 37.7 37.2 3 36.4 36.1 359 "/ Coconut Creek,Florida 33073 -43.4 -42 4 -41.b -4fl 1 -40.6 -40 2 -39 8 -395 39 3 -53.6 -51.5 -50.0 -48.9 -479 -47 I •46.4 -45.8 -45.2 "� Phone:954-617-8143 16 40.6 395 38.5 38.2 37.7 37.3 369 36.6 36.4 40.6 395 38.8 38.2 37.7 37 369 36.6 36.4 o CA#53885 -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 -40.4 -401 39.8 16 -54.4 -52.2 -50.7 -495 -48.6 -47 .47.0 -46.4 -45-9 ;� c" � 17 41.1 40.0 39.3 38.7 3822 37.8 37.4 37.1 36.8 17 41.1 40.0 39.3 38.7 38.2 37 37.4 37.1 36 8 Ultimate Wind Speed(mph): 175 -44.6 -435 -42.8 -02 2 -41.7 .413 -409 -40.6 -403 -55.1 -52.9 -51.4 -50.2 -49.247.6147.0 -465 (-j Exposure Category: C 18 41.6 405 39.7 39.1 38.6 38.2 379 375 37.3 18 41.6 4045 39.7 39.1 38.6 38. 379 37S 37.3 ------ Risk Catagory: 2 -45.1 -44.0 -433 -42.7 -42.2 -41.8 -41A -41.1 -40.8 55.7 -535 -52.0 -50.8 -49.8 41U 47.6 47.0 Topographic Factor(Kzt}: 1.0(Flat Terrain) 14 42.1 41'0 40.2 39.6 39.1 38.7 33.3 38.0 37.7 19 411 41.0 40.2 39.6 39.1 38 383 38.0 37.7 Directionality Factor(Kd): 0.85 -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -4 9 -415 -41.3 56.4 -54.1 -52 6 -51.4 -59.4 -49 -48 8 -481 -47.6 GENERAL NOTES 20 42.6 41A 40.61 40.0 39.5 39.1 38.7 38.4 38.1 20 42.6 41.4 40.6-40.0 39.5 391 38.7 Wind Speed,Vult 3-second gust 46.2 -45.0 -44.2 -43.6 -43.1 -42.71423 -42.0 -41.7 -57.0 -54.7 -53.1 -519 -509 -50 -493 -48.7 -48.1 2 Risk Category2(General Residential and Commercial Const) - 22 3 building official and product approvals before use -47.1 45-9145.1 -445 -44.0 -43.6 -43.2 -42.8 -42.6 22581 -55.8 54.2 -53.0 -51.9 -51 5 -50.3 49.6 49.0 4 For situations requiring Kd=1A,multiply the values in 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 399 39.6 24 442 43.1 42.2 41.6 41.1 4OXI 40,2 39.9 39.6 these tables by 1.18.Verify Kd requirements with local 48.0 -46.8 -46.0 45.3 -44A -44,4 44.0 -43.6 -43,3 -59.2 56.9 -55.2 -539 -52.9 -52 1 -51.2 -50.6 -50.0 5 Enclosed Building:Gepi=0 In;onsuit Engineer for other conditions 26 45.0 43.8 429 423 41.8 413 409 40.6 .-G 26 45.0 43.8 42,9 423 41.8 41 409 40.6 403 6 Tables to be used in conformance with Allowable Stress Design -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.0 -60.2 -57.8 -56.2 -54.9 -53.8 -52 521 51.4 -50.8 (ASD)method and in conformance with ASCE 7-10 and as 28 45.7 445 43.6 43.0 42.4 42.0 41.6 42.21 409 28 45.71 445 43.6 43.01 42.4 41.61 42.2 409 outlined herein. A -495 -48 3 -475 -46 8 463145.9 -45.4 -45.1 -44 8 -613 -58 8 _57.0 55.7 •54.6 -53 -529 -52.2 -51.6 7 These tables are NOT site specific 30 463 45.1 443 43.6 43.0 42.6 422 41.8 4145 30 46JI 45.1 44.3 43.6 43.0 42 5 42.2 41.8 41S 8 Charts ONLY valid If signed by Merit E.Weber,PE. -50.3 -49.0 -482 -475 -47.0 -465 -46.1 45.7 45.4 -621 -59.6 -579 -565 -55.4 -54 -53.7 53.0 -52A 32 47.6 45.7 449 442 43.6 43.2 42.7 42.4 42.1 32 47.6 45.7 449 442 43.6 42.7 42.4 42.1 INSTRUCTIONS EBB"I -51.0 -49.7 -48.8 -48.2 -47A -47.1 -46.7 -46.4 -46.0 -62.9 -60.4 58.7 -57.3 -56.2 -54.4 -53.7 -531 1 Tables depict worst case design pressures,with 34 47.6 463 45.4 44.7 44.2 43.7 433 42.9 42.6 34 47.6 463 45.4 44.7 44.2 43 433 42.9 42.6 unknown variables at critical condition. -51.6 50.4 -495 -48 8 -48 2 -47.7 -473 ftT.O 166.6 Zl�.2 -59.4 -58 0 56.9 -5 -SS.fl -54 4 -53 8 2 Tables are valid for any roof slope.Where reductions for36 482 46.9 46.0 453 44.7 442 43.8 43.4 43.1 36 46.0 453 44.7 43.8 43.4 43.1 slope less than 10 degrees;consult Engineer for site specific -522 -51.0 -50.1 -49.4 -48.3 -483 -479 -475 -47.2 -60.1 -58.7 -57.6 -56 55.8 -55.1 -54.4 3 Determine average roof height.If average cannot be 38 48.7 47.4 465 45.8 45.2 44.7 443 439 43.6 38 45.7 47.4 46.5 45.8 45.2 44 443 43.9 43.6 determined,use the peak roof height Round up the roof -52.8 -51.6 50.6 -499 -49.4 _48 9 -48.4 -48.1 -47.7 -652 -62.7 -60.8 -59.4 -583 -57 56.4 -55.7 55.0 height to the next highest table value. 40 492 47.9 47.0 463 45.7 45.2 44.8 44.4 44.1 40 492 47.9 47.0 463 45.7 45 44.8 44.4 44.1 4 Determine the tributary area(length x height)of the opening -53.4 -52.1 -512 -505 -495 -49A -49.0 -45.6 -483 -659 -�i3 -61.5 -60.1 -58.9 -57. -57.1 -56.3 -55.6 in question.Round the tributary area down to the next 44 502 489 48.0 47.2 46.6 46.1 45.7 453 45.0 44 502 489 48.0 47.2 46.6 45.7 453 45.0 smallest table value.If the tributary area is unknown,use -545 -53.2 -522 -515 -509 -50.4 -50.0 -49.6 1692 -67.3 -64.6 -62.7 -61.3 -60.1 -59 -58.2 -57.4 -56.8 the most critical value(10 square feet). 48 512 49.8 48.9 48.1 475 47.0 46.6 462 45.8 48 SIl2 49.3 48 9 48 Il 475 47 46.6 462 45 8 5 For area between structural mullions;use as tributary area -555 -542 -532 -52.5 -51.8 -513 -509 -505 -501 -685 -65.8 -639 -62.4 -61 -b -_6903 APS 0.57 germine the Zone as interior 4,or Exterior 5). 52 52.0 50.7 49.7 48.9 48.3 47.8 473 469 46.6 52 52.0 50.7 49.7 489 47. •475 •46 ••pn opening with any portion with closer"distance -56 4 55.I -541 -53.3 52.7 -522 -51.8 -5L4 -51.0 -69.7 -669 -65.0 -635 -62.6 -61 6600 69.0 • to i building comer shall be considered in an Exterior 56 45'9 5145 50.5 49.7 49.1 485 48.1 47.7 473 529 51.5 50.5 49.7 48.1 •48 fl •8 3b 7.7 47 • • ne(5),otherwise Walt of the opening fags more than -573 59-5 -549 -542 53.6 53.0 -52.6 -522 -Sfl.8 56 -70.8 -68.0 -66.0 -645 -632 -612 -50 4 59.7 "distance"from a building comer,the opening shall be 60 53'6 522 512 50.4 49.8 49.3 4 48.4 45.0 60 53.6 522 51.2 50.4 49.8 49 48.8 48.4 48.0 considered in an Interior Zone(4). !!E -582 -56 8 -55 8 55.0 543 -53.8 -753731 8 8 53 3 -529 -52.6 -71.8 -69.0 -67.0 -65.4 64.1 04301 .6241 951.9 0-110.6 I• "D^ce"as refered to above,shall be determined as the GENERAL NOTES • • • { • • • csmeUe*of 10%of the minimum building width or 40%of 11 1 These tables apply to walls and vertical surfaces only. •i At. • i • :• • ••theleight,but not less than 3 feet 2 Permit holder responsible for use of tables and building department official to verify values aMboeffi tisted'herein! 8• Redthe worst case positive and negative design pressures 3 Tables intended to illustrate design wind pressures as listed and no other warranty or certification is intended or applicable. for use as required by governing building department MARK E.WEBER,PE 4 Document is considered property of MW Engineering,Inc.,and Mark E.Weber,P.E.as such cannot be eprod icel #53895in whole or part without express written consent 0:* • i 000 i• 0 0 i • i i•i i e WOTiVAUD UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND RAISED EMBOSSED SEAL P t je /A•�x Z�?5 X•�i� t X2r�vik� �7x/3 .. . . . . -r ,sCr .. . . . . ... r .. ... .. . . . .. . ... ... ... . . . . . . . . . . . C©W11id` v1,1 to bc�f- •.: . .• . •.• . . 000 .. . . . . . .. .. .. 0:. . . ... 0:0 :0 'ok� r - MIAMbDIADE MIAMI-DADE COUNTY Ron 111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)3152599 CCEPTANCE OA www.miamidnde.eov/economy PGT Industries 1070 Technology Drive orth Venice,FL 3 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 budding code..... This-product is approved as described herein, and has been designed to comply wjth the Florida wilding 6000:9 Code,including the High Velocity Hurricane Zone: 0,006. •.0 00 • RIPTION:Series"CA-740"Outswing Aluminum Casergent Window-L. ' ' """ APPROVAL DOC raving No. , ttt 'Casement WW,oyv Details *I'M & SM', sheets I through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,pApswiTby Addlatfurer, ..�..� signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Rre dos-Conttvi Revision ••••• stamp.with the Notice of Acceptance number and expiration date by the Miami-15ade County Product o000:0 C • . • TING:Lar a ansl Small 1VIi3SiI :00.:0 • •....• •...•• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's n&e Oori logo,aityp state, 0, ••• model/series, and following statement: "Miami-Dade County Product Control Approved", unless•Aienvise 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 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#12-1218.09 and consists of this page I 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 MIAMI-DADE COUNTY Expiration Date: April 11,2018 Approval Date: July 16 2015 7p� Page 1 C. G PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-121&09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,.P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 optswing aluminum casement window,prepared by Fenestration Testing Laboratory,Ise• ''est •••••-e Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D Brinson.P.E. (Submitted under previous NOA No.12-121&09) 0000" " " 000000 C. CALCULATIONS :00000 00 00 .... ..... 1. Anchor verification calculations and structural analysis,complyiq VAh FB(I.Stk• •-:••. ' Edition(2014),dated 05/16/15,prepared by manufacturer,signed anti sealed bj' •"' • Anthony Lynn Miller,P.E. 0000" • 2. Glazing complies with ASTM E1300-04 ••• D. QUALITY ASSURANCE ••• 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. ManN6. 5-0519.13 rez,P.E. Product Congamier = NOA Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 Y . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wWIZ2.2-511 Edition {2014 d May 16,2015,issued by manufacturer,signed and sealed by An ony ynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.T."approved on 04/11/13 and expiring on 04/11/18. Gee* see 0000 0000•0 .. 0 000000 00••00 .. . .0000. *Goes* Osseo* :so*:* o . • 0000 • o0•00 •Gose• •G • Goes• •• s• • •• •sees• • • • • • 0000•0 • • e + • • ee• • Manuel V44,P.E. Product Contr xaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 e ef1rLAMSGA7� TKts•wmnaTEO GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASSOVACK ® GLASS STACK DESIGN PRESSURE RATING IMPACT RATING ASB•BuTACRE m CASEMENT WINDOW oeo ed°erRURARAr VARIES, RATED FOR LARGti6 SMALL 1rB•ANNRALED BSYKURAmElacA,DYY SRT ANNEALED OR ANERCk MG 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE SEE SHEETS b9 MISSILE IMPACT RESISTANCE GLAss HEATSTREN°7� 3KrANNEALED Olt REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 1HS•ANNEALED HFATBTRENarNSNED VELOCITY HURRICANE ZONE(IMIZJ SS GLASS E%TERIOR 3S GLASS 3AWIDTH 2)MUTTERS ARE NOT REQUIRED WHEN USED IN W ND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ,THE 25.478'MAX O.C.IF WIDTH IS 11H6'GLASS BITE11/16'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. UNDFJi 33.476'(HEAD&SILL 36 3a 3)FOR MASONRY APPLICATIONS IN MW&DADE COUNTY,USE ONLY MMSOADE 4-MAX ��B,SEE SHEET 2 3 3 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 32 S � IW AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X 17_12• GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED ' \ MAX 7lr NDM. 71r!Lott GREATLY TO SUBSTRATE.WOOD NUSEKS DE ICTEDHALLS D SIGNE1TOPR PE LY A \ A.SEE O.C. GLASS STACK WWLAMMTED WASSSTACK mr LAMMIED GREATER.IX AND 2X BUCKS WHEN USED)SHALL BE DESIGNED TO PROPERLY SHEET 2 GLASS STACK LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ I GLASS STACK mTHE RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OFRECORD. I UrAwNEALEDOLAss 3WANNEALFDOR 6'MAX WIT— A V8WAcTAW IWAMBPACE HPAT4TR5a711@80 GLASS 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING \ O.C. a ANNEA at B �A 3ne•ANN .Oso'86�YKlaunAY OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON AUM0A,MQ TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 89• / \ USE ANCHORlir�—"-11 t6tS•alOIEALED Hsi s r oD OR OV,as THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE PAIR F EACH T EIIERIOR SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. roL0 �GH S lltlW GLASS BITE 97 11116•GLASS BITE ER 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS / 3NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING 78'APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST DE SUFFICIENTLY ANCHORED HEIGHT IN 31 6B TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 32 7)DESIGN PRESSURES: / GLASS TYPES 4&6 GLASS TYPES 8&7 A NEGATIVE DESIGN LOADS BASED ON STRUCT WA"CLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTME13M LASS STACK AtrLAMINATED S.POSITIVE DESIGN LOADS BASED ON WATERIEST PRESSURE,STRUCTURALl I -I I- GLASS STACK CYCLE TEST PRESSURE FRAME ANALYSIS AND GLASS PERASTM E1300. 3Nr ANNEALED OR _ T4nRENGTHENFD GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE 3IWj AM A ED .a9rsd%Y mR%RAY W WDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3%STRESS INCREASE WAS NOT BEEN USED IN THE DESIGN OF THIS T B 14-112'MAX O.C.IF WIDTH Is MASS',Mrmn�EALEDOR p PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 4-MAX�' 33.476-&OVER(HEAD&SIJ.) ! � Goss DISSIh9LAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA :VISIBLE --T BUILDING CODE FOR CORROSION RESISTANCE. �� NLG) I lMlOr GLASS BRE 9)REFERENCES.TEST REPORTS FTL-7086,SM.3680,3724,ELCO ULTRACON TYP.ELEVATION OF NOA;ELCO CRETEFLEX NOA;ANSIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW - '31 32 so PRODUCT REVISED TABLE 1: es complying with the Fimwtl GLASS TYPES 8&8 BA" i 1 •p$19.1�3�1 ease Types Shed# e• e•• • • • • ` 11I I I y' Revised W Dae, Revision B: tmUenDmo • • • • • • • r��p��LYNN M/(l�R,� By 6118•Lem)(�An-.G90-PVB-118 An)) S GENSRAL NOiEp • .A! :• `• •, CENSE Revised B. Dae: Review a Rodoa 7/8'Lemi 18 An•.090`80-3N0 An 8 Y r 3 7116'L1ni 18 HS•.090'So-3/18 HS) 7 GWtNG DSIW�.-�Z ..Q 1 • gBT05 6TH FJ)rt16N(mta) 4 718•Leml.IG(1/8-An-7107 Atr-118-An-.090'PVB-118-An 5 INSTALLATION.-......--._„«_..._.2 _ �: NO LM 5116/16 FBC UPDATE ASSEMBLY TUBE DETAILS...........3 - � ® Oesefiptton: �Otlm or. 0 7/8'LBM.IG(LISP -7118•Air-118'An-.090'P1/B-118'M 8 = :� W 7ArLemi O 18•An-1hrAir-3110-An-.000•SG-3116'An) B ANCHOR SPECIFICATIONS—Nr� ,. ;W_ GLAZING DETAILS J ROSOWSKI 7 710'Lemi,to(3118•An-114'Atr-3118'HS-.090 30-3118'HS 7 S"�,G` �_,h_ ,5.9 •: • a 'T `�1, 1070 TECHNOLOGY DRIVE nue: Dole 0 7/0'Le1N.IG 18•T-1/4'Alr-3110'An-.090•SG-3118-An 9 A8pEM131i DETNLS/8BM_ .w10 • aG'#' v.FLORA�P'�� N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 7l8'LeLTd.l0 10•T-114-Air-311WHS-.GBG-SO-311 •HS) • 'i,�� GA.� P.O.�x 1529 •PVI'=BUTACTE�8 BY Kl1RARAYAbfERK:A,INC. *00 •• e•• :• e•• y�•l(Q)vp�t`1A NOIOMIS;FL 34274 SeiteslReda: seo% SAeet: Drawing Ne. Rer. '30�,SFINTRYGLAS BY KURARAYAMERICA,[NO. A'L'T EASSM P.E. CERT.OF A'UTH. X29296 CA-740 NTS 1 OF 10 MD-CA740-LM A P.e.aetT/aJ INSTALLATION OPTION 1 EDGE EDGEDISTAKC9 INSTALLATION INSTALLATION N INSTALLATIONANCHORS DISTANCE OPTION 2 OJT02XWOOD. CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION ANCHORS DIRECTLY INTO MASONRY. DIRECTLY INTO METAL REQUIRED PER ONCRET TABLE 3,SHEET'4 2 EMBEDMENT HOR REQuREMENT BUCK WIDTH 114'MAX ATTACHED TO 82' TYP.ANCHOR CONI ATTACHED TO 16 18 FRAME SILL 10 11 TYPE. VENT SILL EMBEDMENT ,y. 89 13 012 STEEL AM 6 1 DISTANCE E PER ..'e, 4 B32 33 69 12 83 SMS,SEE TABLE 22 23 4 SEE TABLE 3, O 20 3.SI93ET4. 3 SHEET 4. SD o RADE APPROVED EDGE 84 MULLION.ALUMINUM. 3537 8 DISTANCE ii 84 � 38 39 STEP.FRAMING OR ATTACHED TO O .• 8282 ATTACHED TO VENT SIU. 36.3 81 STEEL STUD. FRAME JAMB[ 13 EMBEDMENT 1 24 VISIBLE LIGHT WIDTH(DLO) 3 6 70 FOR SNUBBER REQURWENT EXTERIOR ATTACHED TO r SEE TABLE 4�SHEETI4� 8 V � . RI VENTJAMBL OPTIONAL ADOON WNDOWWIDTH 12 FLANGE 0 HEAD. TILL&JAA01s HORIZONTAL SECTION A-A WINDOW 81 11 SEE D�AO, EGRESS FORMU WLAS: INDOHEIGH'T JAMBS NOTES: At.BELOWly WIDTH,WASH HINGE:WINDOW WIDTH-13-12 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7.112 VISIBLE 14 WARE ) / 1)WHEN TIONINSTALLING NITS Hp(91'f:WINDOW HEIGHT-8 ANCHORS LISTED ON TABLE 36 SHEET 4. LIGHT FOLLOW EMBEDMENT AND EDGE � U111 J—. � ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: DISTANCE LIMBS.ANY INSTALLATION WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION O SHOWN MAY BE USED ON ANY h� 10•MAX. �ALLEDORS��TTHHEE HEIGHT:WINDOW HEIGHT--7 SIDE WINDOW FRAMES AT 1('MAX ATTACHED \ (' „� FROM EACH SIDE OF THE FRAME TO FRAME 2)/LLL WOOD BUCKS LESS THAN 1-12' I / ASSEMBLY TUBE CENTERUNE.JAMS THICK ARE TO BE CONSIDERED 1X � SEE TABLE BELOW:ATTACKED TO Q+ INSTALLATIONS.IX WOOD BUCKS AREFRAMEJAMS ® OPTIONAL UNIT MAY BE INSTALLEDA4iUamlAnobore ReYuLed oneaoh D9iECTLY TO SUBSTRATE.WOOD BUCKS —.•I MAX. �.�SEE DETAIL A2,BELOW 8ido otOfe Fume A 7 Tube A ATTACHED TO DEPICTED AS 2X ARE 1-lW THICK OR VEI4T,DTO GREATER.IX AND 2X BUCKS(WHEN USED) I.,, Window AacMr SHALL BE DESIGNED TO PROPERLY u wAb A B,2.&0 TRANSFER LOADS TO THE STRUCTURE. I � 17'- e' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION 28'-zLr 0 1 38 3983 IS THE RESPONSIBILITY OF THE ENGINEER 28'+ 1 1 OR ARCHITECT OF RECORD.MAXIMUM 17 SHIM THICKNESS TO BE U4'. u�. vhmiw l ry H091004C&D 2Dlr.2LV 10 0 82 1/_88 DETAIL ODETAIL 28'-246r 0 1 PRODUCTRBVISBD 21 Al A2 28'+ I 1I mm1pl7ingwlrbrlmFlwWm BvIldiftOode �8 l.M NN.IS-OS1et.13 lJ � 19 84 so 1XVi08D••i i ••• • �� i 77ersed Br Ooze: Rei1�, 11 rmlw�Dme4Z QG18 BUAK97 E Z ..LYNN �i SEL' OTE 2, o •• • • • h��pN„ .,41I(� •• • • • • ••• pENSF'••.EQ � Produ4C T} THIS • • • • • • •ti �r' v 77eHaed si< OW« rte.tsron a `lw'MA7.8NIM ••• •• ' ' '��T•' ��N0.68705 ' LM 5/15/1b NO CHANGE THIS SHEET ® vescgtron: + CONCRETE' EMBEDMENT — O CROSS SECTIONS&INSTALLATION J ROSOWSKI • •PERANCHOR • �. • �>< ! 1070 TECHNVENICE. FL 3 DRIVE MW IDd. CASEMENT WINDOW DETAILS-LM 8�SM 08/08/12 REQUIREMENT ;'..,. '` • • • • • 9 •RLORIOP,C(G`� N.VENICE, FL 34275 INSTALLATION OPTION 3 •• • • • • • • �, +i•••••• 1 . P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ••• • ••• ;• .•. �r,�S'fONA�. �.` NOKOMIS, R 34274 sm;68/Hodek �,; b o,,,,,;�,,,,,, 1Pio,,; 1X SUCKSTRIP INTO MASONRY. A�' -058M P.E CERT. OF A". #29296 CA-740 NTS 2 OF 10 MD-CA740-LM A P.Ei 88708 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • CASEMENT X CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCTRBVISED as caaPlY�e adlh the Florida FIGURE 1: 1C,SEE NOTE 7,THIS SHEET Building ° Acaeptm�co Na)1j-O$1�1.13 T FIGURE 2: 740 SERIES I` '/WINDOW* /AWNING U B ►D FRAVE _,�ASSEMBLY WHEIGHT INDOW % p Q>% TUBE FRAME ASSEMBLY TUBE NOTES: •Q EE NOTE \ \ / 19'.THIS SHEETTIP-TO-TIP DIMENSIONS FOR EACH 7� D 1)DIMENSIONS SHOWN ARE W \ 740 SERIES / = g WINDOW ----CASEMENT INDIVIDUAL WINDOW.FOR SSS NOT WINDOW SHOWN.ROUND UP TO THE NEXT (n WIDTH AVAILABLE WIDTH OR HEIGHT = h. 740 740 / E DIMENSION SHOWN ON THE TABLES. F, o Y Q SERIES CASEMENT ASS CASEMENT RIES FRAME 2)ANY740-SERIES PRODUCT W oZS WINDOW TUB VYIJDQW AWNING OR FIXED E TUUBASSENBLY_�` (CASEMENT)MAY BEATTACHED TO Z J g THE FRAME ASSEMBLY TUBE.FOR •ddb O 740 SERIES L ALL WINDOWS,USE THE WINDOWS d U < FIXEDWINDOW 9 DDESIGNN PREFOR ESSSUREE�NBTATION�S. Z a LL O *SEE PRODUCTS NOA FOk / 3)ALL WINDOWS W THE m Q CO / \ INSTALLATION SPECS COMBINATION UNIT MUST BEABLE TO 7CASEMENT EXTERIOR �/40 BERMS INDIVIDUALLY COMPLY WITH THE � � q REQUIREMENTS OF THEIR ear O WINDOW \ / RESPECTIVE NOA m 4)FRAME ASSEMBLY TUBE TO BE g O Z 740BERMS740 SERIES FASTENED TO WINDOW.AS SHOW IN _ AWNING CASEMENT DETAILS.WITH MIN.012 X 1'SHEET W FOR SINCiLEUNRB: WINDOW* WINDOW Y USE THE SAME ri) N MIL 012 X ISMS SPACING AND METAL DQQUANTITY AS THE Q Z 1)DETERMINE AND GLASS. YOUR WINDOW SIZE INSROUGH TALLATION HOLES FRAME OPPOSITE FRAME MEMBER. J W 2 ti 2)KNOWING YOUR ANCHOR TYPE FASSEMBLY Tm B)THE FRAME ASSEMBLY TUBE MAY RAME ASSEMBLY '� W \U NOT EXCEED 62'IN LENGTH(AS USED g §co Q a ANDYOUSUBSCH�F,DETERMINE FSM �� MIN.012 X IN A Or FLANGED WINDOW)OR BE J � G V TABLE 3,SHEET4. MIN. X 1'SMS USED IN TEE OR CROSS 1'SMS 740 SERIES THROUGH CONFIGURATIONS. THROUGH 3)FROM SHEETS 15A FID THE INSTALLATION CASE NT INSTALLATION 8)THE FRAME ASSEMBLY TUBES a m SHEET FOR YOUR GLASS TYPE WINIX)W HOLES ® oN r a FIND THE PRODUCTS DESIGN HOLE9 NOT REQUIRED TO BE CLIPPED TO a N PRESSURE FROM T$DESIG ?1:FIWS740 SERIES THE SUBSTRATE ALL EXTERIORLABELED TES/GN PRESSURE W OW FRAME EMBLY NTD kEMM� 740 8ERIES JOINTS TO BE SEALED BY INSTALLER So a!X 13 (PSP)FOR SINGLE WINDOWS.ALL TUBE EX• TSWA EXTERIOR FIX7)FOR ALL COMBINATION UNITS. �n a ANCHOR GROUPS. CASEMENT ADDITIONAL INSTALLA71ON ANCHORS )" a Y o 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C.0 G7 c7 WIND OW MAY NEED TO BE INSTALLED r z TU=T0-TIP.FOR 90E3 NOT THROUGH THE WOJDOW FRAMES AT o Z w SHOWN,ROUND UP 70 THE NEXT 10'MAX.FROM EACH SIDE OF THE AVAILABLE WIDTH OR HEIGHT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE •• ••• • • • • • •• CENTERLINE SEE TABLE BELOW. DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,OZE AND GLASS BIAKRUP,6EEt•TGORES I t2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3.SHEET 4. �� -(LYNN TABLE& • • •• • • • • • AdOlonelAmbmPA*Omdaneaeh `^ �pN.,,....,,a1/4 2)FROM SHEETS 0-B,I=THE SHEET FOR YOUR dtA33TYI i • • • • ••• • eke of ft Frazne Asewn*TWie(PAT). ,�'�;• �10ENS�c :F•jf $)USING THE TABLE LABELED • • • • • • • • f, Wild" Andes 'VNWWAIYCHORSREQUIREW 3)FIND THE DESIGN PRESSURE FROM THETABlAtVELEI& (06)?ORWNDOWSATTACHEDTOA VERT/CALFRAMEASSEMBLY'TUSE' OR DESIGN 4 YAM A B,CBD rY.' No.56705 : (TABLE 2,SHEET 41 DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRNdEASSEMBLYTUSE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TIME IS ORIENTATED.THIS $ 1T•229" 0 0 _ THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-To-TIP. i$ 23'•28.0' 0 1 NEEDED IN THE READ.BILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES, 20'* 1 1 'hT '�7Z,735�*---11,4 atiJAMBSOFYOURWINDOW. • ••• ••• ••• • • Wckpr gnelwr .A S J4)USING THE TABLE LABELED 1NDYDOWANQIOAB REWIRED•{'FABLE@.SHEE74).D�� E p ,yBER OF ANCHORS NEEDED IN THE HEAD.SILLAND JAMBSOF n HepMA %CSD U'C : R P,. \: S)INSTALL AS PER THE YOURWINDOW.ER THE INSTRUCTIONSON S• • • • • ""i"'i i"-i'""' •.,<UR1O•. INSTRUCTIONS ON SHEET 2. •• • • r!!�� 'rvf• • • • • . r 0 0 J �5� CN) 6) AS SEDTHROUGH F• FRAME THE STRA( EETI S�UIV��I.�'��• SHIEETT2LLANDPT'HATMN.012X1•ANCHORS TOB£ aTETHA'� THE FRAME INTO (SEE DETAILS aL �tiP� P.E.ea87a6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W g RI � � Y RA wr i a 3 � Go H lip D N m N m N W N O N P N A N A N A N N N N D m w D 0.11 R Sy'7 YS•wp' i9i9"yy '6Sp 5C N W N P N W NP NA Na NP NA N N NN i C P Nm NP NO Nm NP NAVA"NNW D • D i 9 9 9 41 eq a 1: ��+ m •�A �aj� •��p� �� (,I� N P N m N 0 N O N A V A A N A N N NNP� d yg o Y oo pHA•$Q; J5�q N P N W N W N O N W N A N A N A N N N Y 3 • pp qq gq pp 00 pp pp ms e Z z Z z Z N O N O N O N W N A N P N P N a N N N N T� 7 `•0 0 P 0 0 0 0 0 0 010 p��O O tl�itI �if�6� � O Q go:"• • $ N m N m N P N P N P N A N A N • • • • • D D w o W�w o w m w O W W W W w A w N W N m� •••••• o .boa ,g•c! mo a_ �� m o o � • p Lp•T• 9 ZI•T �q W mW a W •$. 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NOKOMIS.*FL 34274 S~Nodek Scale: sheet. Dtodng No. Rev W 1 ,,r r I 1100% CERT. OF AUrH. ®29296 CA-740 NTS 4 OF 10 MD-CA74 A St► Ig vwm�•N� wmaonr�+s y wlxwwrl�ram Ri m It Fn vi I it !;;I;1jfIj4jjj,%jtj,__j,j EO El j4 i i 4 + f ♦ yq4 yg♦♦ jy♦ �1 f$ `V j♦ y♦, f+� + j�f¢1� ♦ ♦ ♦ i ♦ wft$� 4 Jylg 1 # ♦ # 4 f • r t t t y y y # 4 t # # # ♦ ♦ + y♦ ♦ y♦ # cl mmrvw . a!l it V v 11 il il i 11 9 V$ a O Ll V 11 S 8 8 S a m 5 a g p g � 4 �111 sl • • ie •••••• •••• ♦ As +• G �� G � pp+` +may 04 • • • -Ni- ONII b y� Pa 4 f ♦ + y p 1 111111+ -0 > �Z j +� Qy r # . . , ♦ a z m Alam z tmp� 44, 4 ♦ ♦ 4 + ♦p (� m �N1d+0*1+1 o 13 A `11111 I l Jll RaisedDote: Ranson A Ct D L MILLER 5/15/15 NO CHANGE THIS SHEET `��•......... .92�ice' Drown Date. �S J ROSOWSKI 08/08/12 Z. r r: o o- t o y•`z DESIGN PRESSURES PER GLAZING TYPE 10DF� Elift N.VENICE, x4275 -LM&SM P.O. Box 129 m Q1 ',j��C� ..• ��` T WINDOW DETAJLS NOKOMIS. FL 34274SeRes/Model: score: sh"o?b a owlnq No. ro R 1+w 'lilt I%%" CERT. 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P to �w �ATr�i 1 � �£ rBO W ca alm =w. OWNS!♦ ♦mgr + + + a •,yy3�yyyy � � ��r� � �� y m$m�i AFib m�� ♦ ♦ ♦ + ♦ ♦ O 3II•imri�z � � �� !�f� ae „r �O Dote: Reriaien A � �D q Q e ,`;��..• q�vT%, L MILLER 5/15/15 NO CHANGE THIS SHEET Drown BY. a Ap•'��1 ; �':�r" J ROSOWSKI 08/08/12 �e+ D:1 m O Deaertptiorc < DESIGN PRESSURES PER GLAZING TYPE �.G . . . 1070 TECHNOLOGY ORWE rak ;,,ciN' ��.`•, N.P.O.I BOX�1S 9275 CASEMENT WINDOW DETAILS-LM&SM _ NOKOINIS, FL 34274 Dnn.inp No. Rev r Ser7ea/Model: Scab: Sheet: CERT. OF AVTH. #29299 CA-740 NTS 7 OF 10 MD-CA740-LM A +{z�'�p @ .yyq {pQ C�• qp �p $ gyp yygg (¢ !A ail , • r � ♦ � f • Stf�u � 3 3 3 �r2 2 + > • ♦ � ♦ >� � �� ¢� ♦ 5 o ,., . Oil, b' ab ' t ^�4�` f ,6♦,A•,,14, � J♦,, ,��ij` + , ,t♦, ♦ + d+, ^j¢, o1 '� � F � a � � b � •f93y5 • •• 111 W ♦ +•0000• •••0 1 � �I 0 • ••••• + + f t $ 0 0 • •0000• of00 a g p _ • $ a'i rd 3 ° � 1 I% IY ••••• o w m e 000•00•0 00•••• •••••••• � mm� --�"F � xg i♦ Fr S d r � '77 oa 86ow cn MIN o ppabbbX 1 m57t OZm _L._� � � � + t ♦ � °A S 101111111141 t T o L MILLER 5/15/15 NO CHANGE THIS SHEET ` 3 . 9 0 P sr. arta: G7 w J ROSOWSKI 08/08/12 g ' ° Z'Z DESIGN PRESSURES PER GLAZING TYPE '•7 1070 TECHNOLOGY DRIVE Trtb: N.VENICE. FL 34275 CASEMENT WINDOW DETAILS-LM&SM n P.O. BOX 1529 ��•�//�/0.0.0•.•• �� NOKOMIS. FL 34274 Series/bfadL• eStole: Sheet: Oro+in9 No. R W t r/rrC' fS I}}}1}\ CERT.OF AUTH. #29298 CA-740 NTS 8 OF 10 MD-CA740-LM A MZ4111 � 9 Q m El 1111114414111411;4 E it110a � b b 8 b 6 `s 9999 8 6 O b' is $+ mp♦ app rW� b�b a (51 � mt� s�t� tats S � ' ' ... 90000• • + JOIN + + + . 1, co ,y�\/Qm� S i>< b + R� ¢ S ItIt 000••0 •e• • � + r . . • D � R � y L •••e• a •�+ a t 10 00.0.0 • • zz y, 10 > 0.0600 •• A m p oe < \ ♦ r + 4 4 f V + V � �J j�J �J �J + + � 0 \ � ca 9 a -n iCD poleiml 8 8 8 a A p I) g o a Boz tmn ll f { N R G)cn o � w . A � IN ``I11111 1 lIl i! Row"d : Dot. Revision A Fav p `Cid '% L MILLER 5/15/15 NO CHANGE THIS SHEET Stl `��,.••• '••.,qyr.� Orawn By: Dot. tC.� o z :yy J ROSOWSKI 08/08/12 " 9:p DESIGN P. o m _.< `c � z�z GN RRESSURES PER GLAZING TYPE v (n q �:-2 1070 TECHNOLOGY DRIVE Mie: w : �` N. VENICE. FL 34275 CASEMENT WINDOW DETAILS-LM&SM P.O.BO% 1529 NOKOMIS, FL 34274 Sor7ee/JAoQek $Cof. 5 Drowviq No. R �w lnt11111111`� CERT.OF AUTH. gze29s CA 740 NTS 9 OF 10 MD-CA740-LM A TABLE 20 1 Item DWg.s Dewrip8on Material ASSEMBLY DETAILS oe2• 1 r{1.124-r- 1 7002 Main Frame Head,Sill&Jamb 6063.76 Alum ALL DETAILS SHOWN FROM THE INTERIOR Nw. 726' 2 7071 Anchor Plate 6083-TBAlum 2.919' 3 7003 Sash Top,Bottom&Side Rall 8083-TO Alum Ar 2.701• 4 70M Frame Comer Key Steel .439' NOM. 5 7009 Sash Comer Ka Steel 3 Ar _J_ 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 2784. 2139 a7070 BulbWeathe .187°x.275' Fla PVC 70 FRAME HEAD. SASH TOP, FRAME �• 10 7024 MaxbnMultl-PolntLocc steel SASH 1 3 11 7026 Piam steel SILL&JAMB 71 O BOTTOM&SIDE ASSEMBLY TUBE 12 7014 IMuld4odcKeeper steal ASRECKAREDPER 2 CORNERS #7002,6063-T8 #7003,8083-T8 #7004,8069-T8 13 7013 17leBarGulde Nylon TABLE 3.BFiEET4 1 14 7015 ITlegarAsombly Steel or 98 15 7128 IMwdm Dired Operator,WWc 24" Steel Ow 1.00(, 2 1 16 7027 IMaxim Dual Arm operator,W W>24° sleet +• .44,• 17 7030 eratorGasket VW Foam 7 .095` j 423• 28 7031 erator Backfin Plate steel 19 7051 0 rator5 rBlodc Nylon 3 FRED 20 7032 Stud Bracket steel ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 7039 OperatorTrack&Slider Dual Arm steel O#7071,8083-T8 60 #7006,6063-To 70 #134,6063-TS 22 7023 ressHl a He I,U—J Truth steel 23 7050 E HI a ashable HD Manut. Truth steel 6 24 Snubber Anti-blowoutdi steel 31 Dura Said r 708• 1 .060' .05(r ._J_ 32 1713 Setts Block x 3/16"x 1-1/,r EPOM ry� 060` 33 1714 ISeftlng Block SW x 7 J6"x 1-1/4" EPOM 85 ^ Ir 885 •888' 35 7136 laml Bead s 6088-T8 Alum. tti N—T L 3s 7042 Lama Bead C 6063-78 Alum. 37 7059 Lama Bead D 6083-T6 Alum ' 38 1224 Vinyl Bulb225 Wstp ick Flax PVC 70 35 #7036,6063-T6 O#7042,6063-TO 39 1Vinyl Bulb Wst in ex FlPVC 70 50 Dow 8995111consackheddin INTERIOR 60 7006 Screen Frame 3108•H74 Alum -+{ 61 7090 Sween Comer Ke PeIYPmPeleae 6 L 62 Screen doth Flbemleas 63 1635 Screen Spline EM.PVC 4 .670' 069. 64 320 Screen Swing Stainless Steel 70 134 d-onFla a 6N3•TBAlum. FRAME 71 7004 Frahm Tube 8083.78AlurrlBEAD D VISED SO #8-32xi/2•Ph.Pa.Mach.ScrTYPEB Stabuesssteel CORNERS 37 #� T6 as 81 1157 #Sx i/Y Ph.Pn.SMS stainless Steel 88 B CoUdo&Or Ow Florida 82 #8x 5/81 Fl.Ph.SMS Stelnlese Steel 1,t t I t 1 r t r, Acceprmrca No IS-OJr74• 83 #Sx 7 8°Fl.Ph.SMS stalwass steel •• ••• • • • • �r p�yV .. �i�� +�°e°er >�: R-Ww It �o r 84 #Sx V Fl.Ph.TEK Stainless steel • ••• • • • �s1��'•...... O •.Fp �� P acC 85 88x V Quad Pn SMS Sminlese Steel • ♦• • • • ♦ •• �! ��c Revrsea Sr. Detw Revwro n 86 #8X 1-Vr Quad Po SN6 I Stainless steel • • • • 14o.58705 S M 5/15/15 NO CHANGE TMs SHEET 87 N10x Ph TEK 8teWesa Steel •• ••• •• • • •i By- 89 #10.24 x 9/16e Ph.Pn.TYPE F Stelntese 9teet ® Bsarpfwn ornR 80 #12x 1e Ph.Pn.TEK mwStainieea stmt '%�' sT s Ey F� : IUB` BOM AND CORNER VIEWS J ROSOWSKI • ••• ••• tC ••• 0 QK"..! ORIDP;.•' �'N 1070 TECHNOLOGY DRNE brie: • • r • • �C� FL VENICE Fl 34275 CASEMENT WINDOW DETAILS-LM 8r SM 08/08/12 • • • • • �,, 5, �� P.O. BOX 1529 •• • • • • • • �4►�r�NA\-f��`% NOKOMlS,FL 34274 ser7ae/Ifodee srnte: sneeo OroMng No. Row: • •• • • •• • • ld111111 •• • • • I•L'rtP.E' P.E. CERT. OF AM. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM A • •w •• • • • •• •• CV ` ?7 . M IAM I•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 NO CCEPTANCE NOA www.miamidade.gov/economy GT Industries 1070 Technology Drive North Venice,FL 34275 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, and has been designed to comply with the Florida Building Code, including RIPIZON: Series"PW-70117201820"Aluminum Fixed Wind�Wi:ndoLw �ES OVAL - . , t e ixllation 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 Rvyision stamp with the Notice of Acceptance number and expiration date by the Miaipi-Q* Courttg•Product••••;• Control Section. •' •• • SSILE IMPACT RATING�Wa and Small M�wlt �emanEufactu!ere's •••;•• • 0000.. LABELING: ac um s permanen a t�attrtear log a��it�pj�state,• • model/series, and following statement: "Miami-Dade County Product Control App4ami", unless otherwise*•;••• noted herein. 09:06: 6 6 • 06000 • • RENEWAL of this NOA shall be considered after a renewal application has beQa pn'd there Fas been 0 6 • no change in the applicable building code negatively affecting the performance of this"net. . 0000:6 TERMINATION of this NOA will occur after the expiration date or if there has teeV%revision or change;.•0 6 in the materials,use, and/or manufacture of the product or process.Misuse of this 1t1GA9as an cli%fspment• • of any product,for sales, advertising or any other purposes shall automatically terminate this NON. Pailure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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.15-0528. Miaalto coutm xpirationDate; February 19,2019 Approval Date: July 092015 Pagel 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 I 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 under previous 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,TAtS 2.01%-94 ....• .... ;• along with marked--up drawings and installation diagram of an atlttmihum find'. '. . .. . . ...... . window,prepared by Fenestration Testing Laboratory,Inc.,Tes .�.orts No. . • FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectjv.ely,all signed.and . ;••••; .... sealed by Joseph C.Chan,P.E. ' ' 0000" ..... (Submitted under NOA No. 031105.01) 06:06: •• 6•••• 00 0 C. CALCULATIONS •0�0 0 ' 1. Anchor verification calculations and structural an4lysis,complying yvith F$C 911D 0 6.6.0 Edition (2014),dated 05/20/15,prepared by manufacturer,signWarid sealed.ty Anthony Lynn Miller,P.E. 0 0 0 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). �V Manue Perez Product Control Exa '.er NOA No.15-0528.26 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®PVR 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. 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 Il 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 wi +BC-5'" Edition (2014) ted May 20,2015,issued by manufacturer,signed and sealed y ler,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. ; ••• •••• ••••0• 3. Laboratory compliance letter for Test Report No. FTL-7212, ddted•03/2Vl` %%gned •. and sealed by Marlin D.Brinson,P.E. •••••0 •• • •...•••• 0000.. (Submitted under previous NOA No. 13-0502.03) ••••• 0000 . 4. Laboratory compliance letter for Test Reports No. FTL-3835 and VTL-29 ,•dated..... 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph-Q-. Ch�,P.� 00000 • (Submitted under NOA No. 03-1105.01) •0 •' • •0 ..0 0.. .00.00 00 . . . 0 G. OTHERS . •••••• 000.. 0 1. Notice of Acceptance No. 13-0502.03,issued to PGT Industries-fer tfieir Series:PW- ••0: 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 aneexpiring on 02/19/19. Manus Por , Product Control ami er NOA No.15- .26 Expiration Date: February 19,2029 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 7201820 IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING YARIES, RATED FOR LARGE 8 SMALL 1)THIS PRODUCT HAS BEEN DESIGNED S TESTED TO SEE SHEETS 2-5 MISSILE IMPACT RESBTANCE COMPLY WITH THE REOUIREMENTS OF THE FLORIDA 4•'TIP-TO-TIP WIDTH BUILDING COIF,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK YNDTtI 48•BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44.114'VISIBLE 45.1/4•VISIBLE L 45.14•VISIBLE WIN31•80RNE DEBRIS REGIONS.FOR SJSl1tATED GLASS LmTWIDTH LIGHT WIOTHH UGHTWIDTH P OD CTwIl 9•Florida INSTALLATIONS ABOVE 30'IN THE HVkM THE OUTBOARD —.-� 9•MAX. --•I W MAX. H SHEE-TI'8 Bumillp ry rj .2�j LITE(CAP)MUST TEMPERED. B,SHEET 8 0.SHEET 7 Y MAX. B Coda. 3)FOR MASONRY APPLICATIONS IN MIAMI RADE COUNTY, I I I mvinifimDate V1 USE ONLY MIAM40ADE COUNTY APPROVED MASONRY M PFO&Mt BY ANCHORS.MATERIALS USED COO CONCRETE EVALUATIONS I C E.SHEETS I E.SHEET 8 WERE SOUTfiERNPWE,ASTM f�OCONCRETEMASONRY A I A �. C UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET i SHEETS BUCK SHEE77 1 SHEET? K O,SHEET i fl, EETB < EDITIONFB U DATE JL 1 DATE:07/02/15 a)ALL WOOD BUCKS LESS THAN THICK ARE TO BE _ HEIGHT _ _ CONSIDERED IX INSTAL ATION&lX WCOD BUCKS ARE 1 r HEIGHT -- OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. � / 02-14' J—. I 831/4• it WOOD BUCKS DEPICTED AS 2XARE 1-IW THICK OR 1r MAX. VISIBLE 1r MAX. 03114' VISIBLE u GREATER 1X AND ZX SUCKS OMEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 6•MAX LIGHT DE81(iNEDTOPROPERLY TRANSFER LOADSTOTHE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS � 98• I HEIGHT I 09' M Q THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR - SUCK = Q ARCHITECT OF RECORD.(AOR). I TIPS I I HEIGHT NP •"� 5)ANCHOR EMBEDMENT TOBASE MATERW.SMALL BE j HEIGHT I }n V atop BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 11 I 1. 9UFFICiENT Ee1BEDMENT.NARROW JOINT SEALANT B USED 1 1 N Kq a ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION 1 I 1 =I ANCHORS SHOULD BESEALED.OVERALL I 0 ly 9 ri SEALINGlFLASHING STRATEGY FOR WATER RESISTANCE OF 8' L aB—� I+• Ir MAX.O.C. fr T �D�I �- 12-MAXz O.C. F.SHEET 8I Z INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 8 MAX SHEET 7 r MAX' H,SHE-ET B _ X N C THE SCOPE OF THESE INSTRUCTIONS. 5'MAX O.C. j 'wN 8)MAX 1w•sHA1SAREREQUIREDATEACIANQHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATIONZ z oaw LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z i z O O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING V Q APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST BE g O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON GORE 1: P THEM BY THE WINDOW. tr O.C. SHAPES/S SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SHAPE INABLOCK GUIDE TO SHEETS: MAX W AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SDE FROM THE TABLES ON SHEETS 24 5) .8 7�YS 7)DESIGN PRESSURES: GENERAL NOTES-......_...--1 ANCHOR SPACING TO BE S•MAX FROM CORNERS AND 1r O.C.MAX.FOR ALL CURVED FRAME ® Z � J `( $ m A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS.......-......-.._.._...-1 MEMBERS,SEE FIGURE 1.THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS 24 Q o E1300. - & DESIGN PRESSURES.....-..........2-5 1r O.C. F.----WIDTH--=i N-WIDTH--I •WIDTH _WIDTH --i � B.POSITIVE DESIGN LOADS BASED ON WATERTEST INSTALLATION,FLANGE--8 AMAX PRESSURE,STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION.EQUAL4XG-. 7 t ANALYSIS AND GLASS PER ASTM E130. INSTALLATION.INT.FIN A - 8 �=� O LU METHODS HAVE INSTALLATION.INT.FIN B 0 zZ THE ANCHORAGE ASSEMBLY '� �DDESIREIT THE WINDLLO CORRESPONDING USION ROFILE . * PARTS sr__-._ 10 T Tr TO THE REQUIRED DESIGN PRESSURETHE 33-113%STRESMA)LS L er3a � p 6?U's INCREASE HAS NOT SUN USED RATIN FACTOHE R GN 01 HD F•+---WIDTH—_� F—WITH--i F'�W97TH—( IF WIDTH�I ((111111111,/ PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR TABLE 1: •• 000 • • to • • •• — r— —'T 7-T' `i THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT r—— — 1 T T �.. �pCSY LYNN 1y iii COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 11(pe •THE REQUIREMENTS OFTHE FLORIDA 0 SHALL •pMa n • • • • • S*T I -- in • L1GENgF•<<�cP�' BUILD 6 0 E FOR CORROSION RESISTANCE. 1 7Hr Lsml g• -• •• '• 1• • • ••• •• 2L i _ No.58705 9)REFERENCES:TEST REPORTS FTLAW5.3960 8 7212 3 1-0178'Leml X s•T-7119•/Atr-3118'An•LOBO` 371 118 9 i i i L— .—J i L , v: ELCO UL WOOD CONS;R C TION AND EX ALUMINUM N;M DESIGN 4 1-1 r Laid.IG 18'T-THB'AV-3118'HS-. PVB-311 HS 3 (/[ •• ^�• NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN ® 8 7/18'Leml 18•An-.090'8G- An 4 F----WIDTH =I h- W�H—I Imo-WIDTH-rl F--Wm-.i '70 Z �S Qr y MANUAL. 9 7118' SKI- Hs • 4 T r——— ———� T �r T- :nT•... TE OF <U 10)THE 7203ERIESUSES APVB INTERLAYER THE 820 7 1-119' T-TJ78 AV 8• •.090'80- I T jrI I I �j :�t�s'�<OR1DP.. G�C � SERIES USES AN 801NTERLAYER THE 720 AND 920 SERIES 8 1-1118' T- -3f -WIDG• 8 I ib I I )'/ �� s7•'••.. �� MAY ALSO BE REFERRED AS THE 701 SERIES. �• 'K RN�ySE WIERIRYER'�tKURARRYAMEWCA.4NC. x x I fa 6 I I �N�I�IE�� •PNB'e'KUU RAY BU�PVB INflRLAY&BY KURARRY AMERICA,INC. i i i i A LYNN MRIM P,E P.E.068705 0:0•• • • • • 0:0•• • • • • • • • • • • • • ••• • • • ••• • • TABLE 2: Window Design Pressure(+h,psf)for Glees Type 1 79 80 64 86 92 Be I 1$9 104 1Wt12 7/18'LAMINATEDGLASS STACK '� I 040 +140 +/80 +! +140 + +lam) H 040 0 040 +i +180 -QW- +180 +/4D H4D +J +180 .090"PVB INTERLAYER 34 7140 0 7140 7140 •/80 H• +f-BO H +140 H- .8 ;-79.4 36 040 +/40 +180 -7& 0-77.2 717$1 4173.4 +/-72.2 3718"HEAT STRENGTHENED GLASS +140 + 4180 H 7180 +l-7 1 0-T H- 6 +703 ;48.5 +16&3 3118"ANNEALED(iLAS3 PRODUC.tvv(fb W PI7I& thPbdda 40 60 0 7140 +/-79.8 •177.2 +I7 3 +/7L .93 4 +/ .1 •163.4 +161.8 4 Bm7dmg Codd 71.80 N 71$0 41 .4 +1.743 +/7 71482 4181.8 •159,8 +1682 11 � A cation N. 71.80 H +178.9 H- .4 +/-721 08&9 +!•85.8 N422 +140.7 41 .$ UBEDATCURYED 7140 0 4177.2 41• .6 •/-70.1 0 8 "4105 H 3 7187.7 FRAME MEMBERS OTI-Y +140 H• 3 0.75.8 +1.71.8 +14& +1449 ;61.5 05&2 GLASS SITE Y 11-MB O.C.MAX. I29 fiv "t- LONG SIDE B i Pro4ad 40 .6 0.74.1 +l• .3 +/8&7 H 1 7159.7 1� +h7a1 -+,.&T- +1724 +145.1 +14.5 SHORT 0-774 +1 H 70.6 H .9 +149$ aSIDEt NO CHANGE ISSHEET +l-7&B H• 0 8 #14&3 PRIOR d D E:07 15 +1.74 +I- .3 +14&8 20 13 m +1-727 +l .7 +145 a +/- .a H .1 GLASS TYPE 1 84 7149 +f 88 y4&3 1 LONOS{DE •-� a: 718 •147 NOTES: SHORT a co a 1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS.SUBTRACT i'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DUMMON. SIDE 2)FOR SIZES NOT SHOWN,ROUND YE TO THE NEXT AVAIABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIME ams COMPLETELY FR WITHIN. O Q N -W a)a0 TABLE DIMENSLON8 MAYBE �tai � � '� �V H7ALY NTALR SHOWN4 Z %3 iii �U X� p z :3 TABLE 0 �w TABLE 3: y �C Window Design Pressure(+F,pal)for Glass Type 3 pr �z� n z Z uuuy111 LL 87.7/8 1 72 78 so 84 as 22 go 100 104 109.112 1-1t18'NOM. O 30 +180 +180 040 +l 040 0 +1 ; 040 7140 H•Bp GLASS STACK 7/18'LAMINATED N 3M(rHEAT Fm •180 040 040 +140 7140 +1 060 H +180 +I +18p GLASS STACK - LONG 34 -6 N ;80 71.80 +180 ; 7180 71 +180 STRENGTHENED GLASS "I SIDE SHORT 0 Z 1 38 7140 040 40 440 +180 0 7180 7140' +180 +1.80 +160 3118"TEMPERED GLASS 38 +140 7140 040 +1-80 H +/ 040 +17179.4 +173.4 +1-74.9 3MV ANNEALED GLASS Z 40 + +140 4140 •80 080 •/ ./gp +l 7 H-73.5 •h 0 9 7149 7118'AIL SPACE .080'PVS O LU 4140 ;40 +140 W +/80 H 41• +l• 1 +1..8 7148.8 0682 11 INTERLAYER Z 0. alp 44 41.80 7.W_ 0.80 +Z80 080 +l- .8 H-74.1 0- •147.5 H 9 Op 48 440 040 +140 +140 +!•792 +14&4 H-71.7 + 1 04&1 5 + Z lV 48 7140 +140 +140 +40 +t-7T2 H- 3 0.89.5 0- 8 SIDE O Tt3 +147.5 USED AT CURVED yt5 Sa 50 +140 #140 7140 0-79.4 0.753 +/. SS FRAME MEMBERS ONLY � off 52 +! 71.80 H-77. +1.73.6 0 5 ®11-718'O.C.MAX. GLASS BITE p 54 4160 +40 +1.78.6 +-78 +1.71.8 esus fib +r8_0 71.77.5 0.73.8 1-3 68 +l +1-79.4 +/•75.4 EXTERIOR 80 +140 71.77.8 0.79. •• ��\ ( LYNN 82 +/ 71.76.8 �7 22 21 13 SHORT `�` SON.....•..,./(e 84 71.7& ♦74 SIDE ��. '�\CENgF'•.•l�p 88 +h GLASS TYPE 3 718 H-4. •• ••• •• <r No.58705 11 DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, -O r IY 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. IS f tt/ 3)FOR ARCHITECTURAL WINDOWS-FlSMALLEST :Q�• TMr , • • • • • • • • • '' CSIONAI_ •• • • • • • • • • • •• • • •• • • • • •• • • • • • A.LYNN MUM P.E. P.E.I188706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• .��11 9,��) c � l�'o m S'RIS*fi£1SoffiSitiia'I5'ffi'k'n'd0 0 A wis $ PI_ 2gLlixiiixii+ +L 190. Y YM1�fS • • 0090 • •• _tpm • • • • e c LxLLLxxLZx ..0000 'Q8 •0000• 9 • • • V ` • • ••••9• O � 9 o 3 2Zxixxiix2 •:999. �..• : •..•.. QI � < 3 •900• 9 •• •09090 of p F • 0 d p S Z 99.99 O AZ•xi♦+Liter m • • •.909• •0909• rs ... I 0.090• • • • 0.:0o0 p 1 o ♦ ...+ •9.9.0 • •• 0000.• m iix� • •0000• 00•• • ♦♦++ r ♦.g y 14013 • • m 0 9.99 iv a N xZxLN In iFl Rav C Rer B Rev A ,x+ 1 1070 TECHNOLOGY DRIVE Z N.VENICE,FL 34275 O P.O.BOX 1529 v ;�� NOKOMIS,FL 34274 S Z: �J z z- CERT.OF AUTH.uze¢Bs {941}-480-1600 c m o � A FIXED WINDOW INSTALLATION GUIDELINES $ 4J12/13 DESIGN PRESSURE TABLES 2 J ROSOWSKI o.y '•h�c� ��`` PW-720 NTS 111 3OF10 0 MD-720-820.1 A 7tt�:ttt�� PW-820 TABLE& Window Design Pressure(+h peQforGlass ryps 5 Sm n) 7118'LAMINATED 07-718 1 72 76 80 84 Be 92 08 100 104 09- GLASS STACK 30 +90426.4 -944.120 +901.115.6 #041177W-10740-106 7944-046 7901-1 5 790'-1 b +90V-1 7 •90'• .94MASSO.� �LA� 32 +901-118. . .1108 +801-1 3 +901-101. +9018,98.7 +1pi•94 +90_ + •94 +801 3 •/84 -q +90-108.9 +901-103 +80•-98.8 +9035.1 +901.91.8 H 2 +684.4 +181. 080.1 N• N- .4 •ANNEALED GLASS 36 +801402.8 +9037.1 +901-928 *1.88.9 +185.b +1528 +!•79.7 #/•772 H-5.1 H73. N- 3N8M0�,REWED 38 +80.98.4 +IW922 +1887 +1-832 •/�.7 •67fl1 +6752 +6725 44.743 +188 +M3 asmnptl'laswodw /da 40 +907.94.8 +189.2 +1.828 +1.79.8 N-772 H-743 H•1. 44879 •1851 H83. +/•81.$ Iy 42 +94491.3 +184. +80.7 NT/.4 N 74.3 N-7LS 448! H8L H59.8 N 582 USED AT CURV1 p�P�°No 44 4.88.5 N 4 +178.9 +145.4 +1•721 4148.9 #685.8 +1422 +1 457. FRAME MEMBERS ON �. Dora 19 4$ +M4 4.80.8 +1--772 +1-73.0 +1-741 0888 +183.8 +/843 4487. 1t-718'O.C.MSS SITE B 48 7 ••79:3 +1.76. +/- 44883 080.9 +681.5 H5fl2 �- LONG SIDE BY 6D +688 .B +1.74. 0 4488.7 •1 1 +&%7 52 +1.79.1 +1-756 7!•724 088.8 H 1 +l .5 54 :r-774 +1•Tae +r•70.$ Hers 4453.6 EXT �E a HANGE HIS HEFT •75 4.72 +1888 +1853 20 58 +1-74 44.70.3 +1888 DATE:07/0?J1 a 80 +1.727 H .7 N GLASS TYPE 5 +1a1.2 +r-ea.t 84 +1897 +1.856 88 H8fl3 �- LONG SIDE -� a< 8718 4487 •� NTE$ �j W g a 11 BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT F/ > a_ 0 '"b 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SNORT OR LONG DIMENSION. OZ ~S 3)FOR ARCHITECTURAL WINDOWS,FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, p O 4)THIS SHEET APPLIES ONLY TO FLANGE AND EOUAL4.EG WINDOWS,DO NOT USE WITH FIN-FRAM ED WINDOWS. •7� TABLE DUiM1ENSIONS M4AY BE WO '► 4 ORIENTEOVERTICNIYOR O Z HORIZONTALLY AS SHOWN, W=tt�uu'33j�� In U. TABLE 6: r- m BOG : 0/n0 Window DeeignPressure(II,pst)torslessType 7 �Z pqo - z W o La09 LL 87-718 72 78 84 88 92 80 IOD 109 1-111WNOM. QJ 1 O 30 +90%130 +90-130 480'-130 • -1 4228 +8IN-119.8 +944.11 1 +901.117 8.1158 +901-1 T MEMO- GLASS STACK 7118'LAMINATED a 32 a9Dl_730 +90-1261 +x/.115 7801-114.8 +90Y-111. +8M-�8.1 •8W1049 +901• 4 +806102 #901-101.4 +�'�,7 GLASS STACK I- 34 +90.11fl4 +90.111. +9M•107.$ +944-103.8 +901-99.7 +944.96.3 +844.921 #901 .6 0.90 4489.8 - _I SHORT �/j W 1m4S 38 +90-11 +904 #901-104. +80'-100b +80V•988 +110693.3 NAD NAZ3 +184.8 -+IW3-- +/51.2 3118.7EMPEREO G1 ASS 3116'ANNEALED GLASS 1 SIDE 0 Z LU +90.111 +90'-1042 •901 +90684 +901.91.1 H882 +1849 H81.9 +1x8.4 078.4 -1743 3M8'ANNEALEDGLASS 133 3 N 40 +9444(18. +80- +90133 +9030.1 44.87.2 084 44&0. a/-7fl7 +•73.6 +170. N 7H0'AIRSPACE AW SO INTERLAYER g N +944.1032 790367 +94-9 --;l-V4 +1 +184 0.71 H731 +1898 +1489 -+W2- 44 1 244 +80/-9917 •90.93.1 44.0.1 +1.86.2 +/-81.4 0-77. +1-74.1 +1-70.3 4487.5 0839 11 Z a 46 +!10690.5 +9031.3 0.872 +1•83. 0792 H- 41-71. 4.88.1 085.1 4 4410335 +689.8 4.86.4 4.81.2 +1• .2 +t• 0.89. ;!Ws 6 LONG +9031. +l .B 4.0;1.7 44.79.4 H•TS 4-TL H$T. USED AT CURVED �, SIDE 62 H894 4868 081.8 H-7/.7 +67 H FRAME MEMBERS ONLY 28 GLASS BITE OW 64 H87.5 0 .4 H 79.8 +17$ H•71.8 58 +1.858 +141.4 N-77.6 +/-73.8 1-3 •rtll eeuss 58 44838 +679.4 +1-764 00 +1 1 +1-71.8 +/•73.5 • • �XTF.FiIOR 1111111111j/ 62 44844 +1-76.8 • • • • • • • G] 22 21 13 - _I SHORT ``� Ni LYNN 41 64 H-788 +/-4 • • • • • 'I SIDE O..•...•..,./( tm 1 +1-77.2 L • GLASS TYPE 7 eF::'�1cFSISF•..Fp 874/8 I0.749 Ir1' No.58705 'x N 11 BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-71P DIMENSION TO DETERMINE THE BUCK DBENSION. �� 2)FOR SIZES NOT SHOWN,ROUND ZTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ••U 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLI.E� THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. �7: 7 1S ; Lv 4)THIB SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT USF•YPITtiA�WTI .••• ••• ••• C •., STA E F :•�: •• • • • • • • • • �.� C> • •• • • •• • • • • /// 0NAIAL4I41M�lBLLER,P.E. P,E9$8708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE T. Window Design Pressure(m%psf)for Mass Types 6&8 Long on) 67-7/6 1 72 78 W 64 s8 92 98 100 104 10&0-V2 112 116 120 12 1 132 38 140 144 30 +W-130 ,110/-130 • 130 •130 TW-13D +901-1 +8N-130 +9N-130 •9Q!-130 -1 +9MI3D +90!•130 +9Q1.130 -30 +90!•190 ,9N-130 +9-130 +90F130 +W- 32 +9-•130 +90.130 +801.130 + •130 +901.1 ♦90-130 +9--130 +9W-130 +90/-130 + .1 -130 •9-730 +9tk-1 ♦ .130 *90!•130 ,9N-1 +901.130 • .730 .130 34 +90.1 + -130 +901.130 +901• +901-130 +901-130 +9W-130 +901-I30 ,9M-130 • .1 • .1 ,90.3D +90f-1 ♦ .13D ,901. ,90I-1 •9y-130 PROD=REVISED 3S +9-•130 +901-1 + .130 +9W13D - 04 • .130 .130 +901.13D +9-130 +901-1 •901-1 +90F130 +901-1 •901.1 +9-130 •1 asemWYma�do Fbft 38 •9-130 ♦90.130 +907.130 +9-130 +9-130 .130 +90.30 +90.130 . -130 +9011 .901-130 •9-130 •120.2 .127.3 CNn 16-0 528.1fe 0 +9--130 +901130 +9W13D +9-•190 ♦90.130 -4W 1 1 +90.1 430 •W-t a +9--12-12 ♦9Wt D )C� 42 •90.130 +90-130 +90-130 +90.190 +9-130 +90.130 +901-1 .3 •90-7233 +9qr-tt 7 +901-118.4 44 ♦90.130 +90.130 -130 +9W- +90-130 +901.130 +90.190 .124.5 •119.4 •115 By Amplmm 46 +90-130 +90.130 +80.130 +9043D +90-1 +901-130 +W428.9 +0-120.5 •90-115.3 M� $ 48 +9111.130 1 +90.130 +90.130 +90-1 •90-1 +90.1 .7 ,901-123 + •118.5 so •90.130 +!101.130 ♦90430 +901-13D +901-1 790.1 . +89.41.19. .9ma .9Wt3o •901-t3o •9-13o -+w-1716 +se er4 a NO CHANGE T I SHE 84 +9017 -130 .80.130 +9-130 +e8:81.127.1 a ATE,07/02Jlb 68 .9W13D ,90-130 +BOI-t +89.M-12 0 58 +901-130 +90-t3o -M-130 ; 60 62 .MW1-IXT-0 +901-130 . 8�-t2B. +901-190 04 +90.130 +9W-130 68 , -130 rea/6 +-1-•130 � a � NOTES: tt 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK OMNSION. Of a Np .- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAI ABLE SHORT OR LONG DIMENSION. O O 3)FOR ARCHITECTURAL WINDOWS-flNDTHE SMALLEST WINDOW SIZE INTHE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. >(�'N n c� 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O W _ J � ---777 m p oMa ' TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR ( Z C.Z O y o 1-1%8'NOM. HORIZONTALLY AS SHOWN. F W LL 7118'LAMNATED GLASS STACK ,�J 7%B'LAMINATED LONG „�, O GLASS STACK I GLASS STACK SIDE .�'SO INTERLAYER 311 W TEMPERED GLASS 3%8'HEAT STRENGTHENED GLASS F - LONG SIDE y W Pays 3116'HEAT 3110'HEAT STRENGTHENED GLASS 0 Z Ir N 3%8'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7%8'AIR SPACE .09V SG INTERLAYER SHORT I II QHS 4 11 50>E t"� Z W eJwS USED AT CURVED 11 5 S DE 3 Z gj a�i FRAME MEMBERS ONLY USED E S ONLYRVED h•8� ®11-7/0'O.C.MAX. GLASS SITE FRAME MEMBERS ONLY 29 Bre' (�11-7/8.O.C.MAX. GLASS BITE '-7�' W 1-3 1-3 LONG SIDE -►{ T <L 13 EXTERIOR EXTERIOR (1j 20 13 ••• 24••• • • ••• SIDE 13 SHORT LONG SIDES ��`� 1(ILYNN GLASS TYPE 8 • • •• • • •G"TYPE 8 \,` �rC> ..-•••.,,Mq� '.. CENg F � •• ••• •• • • • •• No.58705 SHORT --0.(/7, �+ ,.��+ SIDE �•3.••, �5 - • ••• ••• ••• • • 0. 5 C• F • •• • • •• • • 000 •• • • • • X LYNN MILLER P.E. P EO 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EMBEDMENT _1 EDGE OR FRAMING,SEE TYPE C TYPE B •. DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOOD IBIICKSTRIP, . ." INSTALLATION 114'MAX SEE NOTE 2,THIS SHEET TYPE A EDGE PR IS EMBEDMENT SHIM TYP.ANCHDRTYPE,EMBEDMENTAND DISTANCE as PIY�8wl14daPtarlde .• EDGE DISTANCE PER SUBSTRATE. 9ald'orBCed is • "`: SEE TABLE&THIS SHEET Zq EDGE S .' Aax DISTANCE . •�' BY 114•MAX •" 1 M' 1 SHIM f.:• � . 4 TYP.ANCHORTYPE. a NOCHANOE IS SHEET EMBEDMENT AND EDGE i • ATE'O7 fi 11 DISTANCE PER SUBSTRATE, m SEE TABLE S.THIS SHEET 11 USED AT CURVED , "• •.• EXTERIOR • •� O 29 FRAME MEMBERS ONLY (�11-7/0'O.C.MAX. COVISIBLE LIGHT WIDTH= 5 . PER ANCHOR ham--- WINDOWBUCKWIDTH-2.314• M Q REQUIREMENT WINDOWBUCK WIDTH CONCRETE10MU wu TIP TOTIP WINDOWWO)TH PER ANCHOR a WOW �� ITEQLpREMENT Q O £ c SUCK HORIZONTAL SECTION A A �- spa HEIGHT a 114'MAX.SHIM -+� •lVa W I t� o Z TIP-TO-TIP S12 STEEL =L -LL - W a. uwaDow HEIGHT VISIBLE SELF-DRILLING TABLE 8: Mm Embedtmld M81O.C. WU U oX 2 d j .� LIGHT (�). THIS SEE HEET AndwSubstratetn*jjt ° F Z O L 0>� HEIGHT- x DOW 0 O .�d� zWINo BUCK f12or014410888amwtAkunhM 0.083" it Z tl ZOHEIGHT• INSTALLATION o.04r a it2 METHODD 12.1TINSTALLATIONANCHOR glumlmmtD89•TBmin UNDERNEATHTHE W2ar014StmIScmw(G5) A388 318• 0. 1r ® z IBe45 BEADING EXTERIOR Steel Bhd Gr.33 n. 318• 0.048•(18 Ge• 1r z C30) z-uz 1-tf4• 1r 7 FN.. U CMU, it 8 Z MWMI•DADE APPROVED MULLION Y4.41088 CteleFlet N 21 (SEE SUERATE N04 MUMINUK Oonaele 61 x88 i' 1314' 1r Z Z C•g0QOo g STEEL FRAMING OR STEEL STUD. 114.Steal Ultaaan 1r W N SEE SUBSTRATE PROPERTIES. ' TM 2-1l2• 1314' -Ir O O OF TABLE&THIS SHEET baa U TM 1-V4' 131.P 6 x1 011 Sta t UOiaoa� Comtel AS3.8 keq Jl.. 6muted CMu ATM x-1 13fB 1r 14'MAX SHIM •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ° 5 1X WOOD BUCKSTRIP. �01•(LYNN SEE NOTE 2.THIS SHEET ``.N�pN,......,�9i(� •• ••• • • • • • •• • CONCRETE PER • •• • • • • • P: EMBEDMENT •. • ANCHOR• •• • • •LNSA'ALt1AiWN NO�I:S: Z�C: No.50705 • • • • • • • • •• a- ..•". ,•," • •y. •.•' REQU••I ••• •• }USE ENL ANENORS LISTFJI ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, • - '• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS MX•.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-VP.1X WOOD BUCKS ARE l �S Iy1 'EDGE• ,• TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED A39X'ARE 1-ire OR GREATER. '' ST lu INSTALLATION DISTANCE AND ANCE R TANCfr MB 006 • �yTALLATIOp�TO THVUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �� .,FLORA . C^'�� TYPE B SUBSTRAT:,SBE TABIIE S.THIS SHEET jLlkISDICTlpt7• • • NI�I- VERTICALSECTION B-B ••• • • •• 1/FoRMTTAI*IMIENsTowETAL:THESTRUCTURAL MEMBER SHALL BEOFASIZE TOPROVIDE FULL SUPPORT TOTHE WINDOW FRAME• is`��O1llIIt�`` • •• • • •• • • • • A LYNN MO.LF3L PE. •• • • R.IF APPI-00 E.LONER DESIGN PRESSURE FROM EITHER WINDOW txt MULLION NOA APPLIES WHOLE SYBTENL P.E98870ti ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD SUCKSTFIF INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2.THIS SWEET TYPE G TYPE F EMBEDMENT 1NO E4THI KSHEET {, EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATIVN1 1W MAX TYPE EEMBEDMENT .L. �I SHIM TYP.ANCHORTYPE,EMSEDMENTAND IT EDGE DISTANCE PER SUBSTRATE. EDGE PRODUCT REVISED DISTANCE EDGE :.� •.*': S SEE TABLE S.THIS SHEET • w canylyino wkb Ore Florida DISTANCE - lBuld'mg Coda 1} , ,} Acaeplmroo No ,114'MAX 2 - Data •_l SHIM 1By PA Prob d NCHORTYPE, ' DMENT AND EDGE NCE PER SUBSTRATE, O H GE T IS SHEET SEE TABLE 9,THIS SHEET 11 Flo mDATE:07 5 RIO R x USED AT CURVED •• 4 11 , 29 FRAME MEMBERS ONLY •e, r 11-7/8'Of—MAX VISIBLE LIGHT WIDTH. 8 ONCRETPERANC92A I WINDOWSUCKWIDTH-2-3W' •° REDIARF-MEN7 r Ah WINDOW BUCK WIDTH WINDOW CONCRETER MU M Y Q BUCK HORIZONTAL SECTION C-C REQUIREMENT `� 0 r HEIGHT 114•MAX SHIM p 1-ti n aloo Q R1 O'12STEEL 0 N N VISIBLE (GS).GS).SSEE TABLE�9, o �j z e a LIGHT THIS SHEET TABLE 9: Z o AnOW Subatraw Motes Me.Embedmerd E8 c to IWy� d SUCK P.. m Fo 03 Y (7 HEIGHT- 3083-78mM. n> O Z o Zara• INSTALLATION su or O14 ata ss Screw 8 3/ 0.083"• 1 Z 11 2 o TYPE H a awe Gr 33 min 0.048.1 Oa• 1 K Z O P.T. 4ua•m Pine G�0.88 oil 1316' 1 g,�t O 0 EXTERIOR 012 or 814 Steel Somw(05) AJ A35 StW 8783-7H min. 3rtP O.ORi'` F d Steel SM Or.33 0.046'1S Ga 1 MIAMI-DADE APPROVED MULLION 114.410 88 GeleFlox CMU.WSTM Cap) 2-1 1-114" F- N Catarete(mtn.3.38 ke8 1' 1314" 12' Z Z 21 (SEE SSPE NOA),ALUMINUM. Cetpm{g 2.88 ka T lz 1 S STEEL SUBSTRATE FRAMING OR STEEL.STUD. N1dWCMU(ASTMC9Q) onotele I&2.88 keq 2-012" -w SEE TABLE 9.THIS SHEET 114"Steal Ulreeon muted CMU. TM CRD) 2- 1-v4" 1 p ay 11 N p GOWWOCICUMU 8 �1W MAX SHIM eN6'steel UOrmonoiomw(min.&6 kw -va• i w1r / o ~N� 2- 1.3Ja• Ir U, -7- •MW.OF 3 THREADS BEYOND THE METAL SUBSTRATE. { 1X WOOD BUC(STRIP, 1 '�D eeva5 I SEE NOTE 2.THIS SHEET so 00: so �� p1J I LYNry /�i ' CONCRETE PER • •• • • • • • TEB: P: u�NSF•'•.F.p � EMBEDMENT. .• ANCHOR!* •• • • • Ia8'TPlNlAYON t� Ttc • • • • • • • • • No.58705 •' ate:. .L•• - REOU•I ••• •• •l,USEPONBY ARMIORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTMICE LIMITS. _ INSTALLATION I•, •• •"••. ,• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X":ARE BUCKS WHOSE TOTAL THICKNESS IS LESSTHAN 1-1W.1X WOOD SUCKS ARE •O • HUGE •TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD SUCKS DEPICTED AS WARE 1-Ur THICK OR GREATER , 15 :••(vim: TYPEF 1"� DISTANCE ANDEOMdDISTAW*#ER ••• •IJWTALLATIQN TO TkW SUBSTRATE OF WOOD SLICKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING •, �T7EOF , SUBSTRWEGUTAELES,THISSHMET •JURISDICTION• *010 • • <ORIDP,- •��:• • • • • • • VERTICAL SECTION D-D • • • • • a3.F�RATTP�HiME11TT�METAL•171ESTRUCTURALMEMBERSHALLBEOFASIZETOF'ROVIDEFULLSUPPORTTOTHEW7NI10WFRAME. ////NAL`��• • •• • • •• • • • • •• • • N.IF APPLICABLE,Lo WER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER,PP- P.EO1�705 ••• • • • • ••• o • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD SUCKSTRfP 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 1W INSTALLATION DISTANCE DISTANCEi�— SHIM EDGE DISTANCE TYPE O 2X WOOD SUCKSTRIP 2X WOOD SUCAWNGC SEETRIP a r3 rAy vd`thdW OR FRAMING,SEE OR FRAMING,SEE ming Codd NOTE 2,THIS SHEET NOTE 2,THIS BHEET Acc Bl�Dao t � 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, B9 4 B SEE T 10 7HI83HEET ftwo e EMBEDMIENI' 11 3 dBBFAMENT O C�G THIS T RVED EXTERIOR 29 UFR METM MBERSONLY 11 EXTERIOR 4 WINDOWyea 4 11 V Q BUCK I VISIBLE LIGHT WIDTH HEIGHT 1/eMAX.8HMI t� WOtDOWSUCK WIDTH-2.7d4' p 11r) a tO� WINDOW BUCK wVTH ,Y�N h a7o0 O VISIBLE INSTALLATION I I HORIZONTAL SECTION E-E `t0 a! i ? 0'C d Lima TYPE L u� o 5 BUCK #10 STEEL WINDOW ��5'1 d� HEIGHT- SELF43MLLINGSMS 2'W4' SEE TABLE 10, A O 2 o— (00, o THIS SHEET o Z D LL O TABLE 10 Anchor Subsdate Min.Edpe Max.QC. a0 Distance 2aa 2 x.1 Box P.. em ne 5 2 Y x.131.ONnmon Nall T. 55 316' Z O 21 2- 'x.1 Room Nail P.T.Soulhem ne GW. 3r8' F 6 2X WOOD BUCKSTRIP EXTERIOR P.T.3outhem Pure 3Gn0.55 11Y 6' Z OR FRAMING,SEE #10 x 1'Steel Screw• 0.097 Atumin 60&475 min. 5116' S' Z Q NOTE 2 Ttl�SHEET 1116'A35 Steel 5116' 5 �1/4'MAX SHIM 0.045' 16 08 Steel Sled Gr.33 5116' MIAM143ADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUMINUM, LL STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TANA 10,THIs MEET TYPE J cry EDGE DISTAN9E • ••i i i .0. : i ••• ``��Y tLYN/y A0/! %'i _! •• •• ••• :NdALIL&Na1 • • • • • • • • • 1`Tr EMBEDMENT AND EDGE DI'f DISTANCE PER EIiBfFyT •• 1rtUSE GNLY•MIOYYIRS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE L6d1T3. _ No.58705 ; AND EDGE DISTANCE Pdt F .. SUBSTRATE,SEE TABLE 10,THIS SHEET 2•Wool)BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS WrARE 1-1f8'THICK OR GREATER. .Z 15-a� VERTICAL SECTION F-F ••• • •• 4a IC'��THE JUBSTRATE OF WOOD BUCKS TO B£ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ;p�•. srAT-of ••• i• • *•• 31:OR•TTACiIMEN'GTO:tIFTAL:THE STRUCTURAL MEMBER SHALL BE OF A SUE TOPROW}E FULL SUPPORT TO THE WINDOW FRAME �� 10NAL, •• • • 0W APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER W WDOW OR MULLION NCAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.058M ••• • • • • ••• • • • •• •• • • • •• •• EDGE 2X MOD BUCKSTRIP DISTANCE OR FRANIING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT INSTALLATION TYPE M NOTE 2.THIS SHEET FOR THIS IN8rALLATION TYPE N EMBEDMENT METHODONLY, 'FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY. ^� SHIM •MORE THAN r O.C. •. .• ANCHORS MAY BE NO EMBI�n1ENT • U MORE THAN 8'O.C. n 1X WOOD BUCKSTRIP,SEE PR�IICT awOw 2XNpOD BUCKSTRIP NOTE 2,THIS SHEET as compfyi�with k6 the Fforfda OR FRAMING,SEE5- NOTE 2,THIS SHEET "• r Dme 1 052 91- 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY 4 NP.ANCHOR TYPE g SEE TABLE 11,THIS SHEET •. i. M Contml EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, < N CHAN E THIS SHEE 11 SEE TABLE 11,THIS SHEET 3 DATE:07/02/15 USED AT CURVED 'E O •- m FRAME MEMBERS ONLY D �� EDGE a a@ 11-71W O.C.VAX DISTANCE o CONCRETEICMU „ PERANCHOR •.. ••. WINDOW REQUIREMENT 4 11 CONCRETErAW PERANCHOR a m ^eN IG(ICI7 VISIBLE LIOWWIDTH= _� B REQUIREMENT It •- tQ3� HEIGHT v4'MAX sHB+I �+ WMmOW BUCK WIDTH-24 p a O WINDOW BUCK WIDTH EXTERIOR ?• a7 �j VISIBLE HORIZONTAL SECTION G-G JVL �o+ Z 8 addp LIGHT INSTALLATION TYPE O z HEIGHT' FOR THIS INSTALLATION U X N 0 WINDOW METHOD ONLY, TABLEft �Z �O 5 � BUCK ANCHORS MAYBE NO W y HEIGHT- •M'ORETHANB'O.C. A S Ds M W Effhed=M Max. C.OBtance �> O O Z o 2314' P.T. m 811 3M" Z d Z U. 612 STEEL H2 or614 410 SS Soiaw umirprm 808378 min. .083'' Q O SELF-DRIWNOSMS A38 3B' 0.087, 8• Steel OWN&33 mkL 318' 0.048'/8 Ga)' 8' - (m SEE TABLE 1% P.T.Soutl•m M .55 9118' 1318' 6' r THIS SHEET 612gr 6t4 Steal Scm(GS) Adapt M SLOW��• aw Q�. r ® 3 Q 21 TYP.ANCHOR TYPE, RIOR MW 8 Or.33 min. 378' 0. 18 Ga• 8' O g EMBEDMENT AND EDGEMffr174'410 S8 CrateFiex Wded CM 7M 2- 1•U4' 12 Z qo� DISTANCE PER SUBSTRATE, Concmte"Im 3.35 kd) r 1314' 12 u. p SEE TABLE 11.THIS SHEET Corotete mh 2.85 ko r 1374' 12 O S MIAMI-DADE APPROVED MULLION 114'MAX SHIM Caam[a m 2.85 k 2-112 1.378" 12 O Z (SEE SEPERATE NOAH ALUNYNUM, 174'SteN ulraaonUrootited Cd ASTM 2 1-1w 12 0.a STEEL FRAMING OR STEEL STUD. (mated CAU TM 0.90 2-1 1314' Ir LL LL. SEE SUBSTRATE PROPERTIES, Cor•rele tin.3.5 keg 1-114' 13/4' 12 et/f TABLE 11,THIS SHEET 5718'$ted tAdaooe INSTALLATION Graded TM Owlz-1rr 1374' 12 TYPE N SEE NOTE: Qi i i ••• i i ••• MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �� TyY Ll'N/y�� EMBEDMENT j s •• • • )� ' OaI.* '.'�. •. S ,'�• .. ••• ••• ••• �Y� YaPIC�LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.50705 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-9r,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-V2'•.1X WOOD BUCKS ARE "D '•, - OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS W ARE 1-11w THICK OR GREATER. EDGE TION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �,n'�, SfA L'Or 4/ DISTANCE • ••• ••• Z�DICTIOI�•• ••• ' F� ••:c<oR10?..••�� ••• • • ••• &joRA=TA&j&rtO r*TAL•THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. VERTICAL SECTION H-H ••• • 000 4AF APPLICAW,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. P.@6119705 s•• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCTREVISED s•comptyhgailb rho Flarlds ANGLEDXURVED ANGLED/CURVED EAteep 9 FRAME ASSEMBLY FRAME ASSEMBLY BY FRAMEASSEMBLY i FRAME ASSEMBLY M' Pradnt, 1 I r 1 Q NO CHANGE THIS 3 EET I m m I TE:07102115 10 I r 10 t m b ALL CORNERS TO j r ALL CORNERS TO U GASKET SEALA USE GASKET I I / AND/OR SEALANT 1 AND(ORSEALANi I / h r ' EQUAL-LEO FRAME 16 t� 3 'A8N I / FLANGE FRAME in a EQU/LL-LEG FRAME MITERED FRAME WM4 ANTERIOR I MITERED FRAME VATH INTER40R AND EXTERIOR FW1AiE WELDS I AND EXTERIOR FRAM WELDS O FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT SCREW BOSSES.SEALANT ATALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS z� re —010 Z y � �o •� � .at�c 2Z .oto'2.784• z a z p� o _.,L., v ~ © o p o TABLE 12: W ,082' .074• .067' .074' (�.062' Item 1378' ,378'1 1- 1 # POTPart# Description Materia( 1978' ® ? z .438' Sw .435' D0• 438' 1 4263C Flanged Frome Akan.8D63-TS 2 4286 l qual-0eg Frsme AkarL 608316 0w �-►(��—.050'i0waMIS 3 4266 btegrel Fin Fmme Alum.8183.15 1 O FLANGE FRAMEO EQUAL-LEO FRAME t'1 077' o C LL p 4 4255 7/18"read.Glass Beading Abnn.808375 #4253C,6083-TS #4285,6083-TS -- 6 4264 LG.Glass BwAng Alum.8/8378 FRAME O a 8a 4270 lbstfilldon Fastener Corer Almon.6083.16 O #4266,6083-Th LL m enu •�ao�s 8b 4224 btddlsdon Fastener Cam Rigid PVC 10 706680 Gasket(at Orcaner ldds) Pdyeftlens 870• 1='r ,037 �� be ed ` Y LY.. 4> 11 TP247/8 Vinyl BulbWeathaddp Flex PVC,taro.86+1 i • i.8� i i i • •mss � :� Q'?•' IICENSF'til�� 13 Dow M.QE Tm 88Eone a Equk • •• • • • • *0* • 5 20 71662K SdAng Black.Mans 3116"x 7118'x 4 Neoprene,Dunt 86+!- • • 0:: • • • �� gyp• No.S8>OS :>� • ••• .-.'�'r—•05011• T 21 71704AK Sating Block,I.G.3M8"x 1-W x 4' Naap wt%Duro.85+/-1 INSTALLATION 11 u 22 DUMK718 7118°DAMeal 7/18'LAMI I.G.GLASS 4 O OFASTENER COVER --0 .'0 28 #8 x 1414"FH SMS Stdnlass Steel• ••• • GL 453 BEADING BEADING 68 #4270,8083-TS A • 55.6069-•76••• #4254.6063-TS %:5,..�rJrtlDn,.• ��a`: 30 1 781PQX 198 x V Quad PH SMS Stdrdess 8t • • • • • • c ��'`S�dNAL EAG ` o• • • • • • • • • ��Jtlllllr` •• • • • • • A.LYNN M LLER RE REASVE ••• • • • • ••• • • • •• •• • • • •• •• 2 MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 N0110E OF ACCEPTANCE UA www.miRm!dRde.gov/economy :North T Industries,Inc. 70 Technology Drive Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- : one.:Series"PGT"Clipped Extruded Aluminum Tube Mullion— APPROVAL DOCUMENT: Drawing No. 63003;, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25,, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade Cos U.Product Control Revision stamp with the Notice of Acceptance number and expiration.date.by the Uaml-Dade..... County Product Control Section. •• •• . LABELING: Each unit shall bear a permanent label with the manufacturer's hhlife'br logo,bit$, state,...•• model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise..... .... noted herein. :00.:0 .... . ..... RENEWAL of this NOA shall be considered after a renewal application has been Z*od and th®re bas beets.:..' no change in the applicable building code negatively affecting the performance of this product.: 0••0 ...... TERMINATION of this NOA will occur after the expiration date or if there ha;6eati a revision br change '. in the materials,use, and/or manufacture of the product or process. Misuse of this NO.Ai as a jemd4mement• of any product,for sales, advertising or any other purposes shall automatically teTWflalp this X"Failurf••••; to comply with any section of this NOA shall be cause for termination and removal of NOA. '..• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#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.16-02-18.03 ffiLMtM1-WWE COUNTY Expiration Date: May 26,2021 .� f!11 Approval Date:April 14 2016 Page 1 0 r 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. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS •.. 1. Anchor verification calculations and structural analysis, corirplyrng wi&-Ff1 2018•••;• and with FBC 5« Edition (2014), prepared by manufacturer;dateg 01/29/V,.signed •. 0000.. .. . 0000.. and sealed by Anthony Lynn Miller,P.E. ••; • 0000 0000.. 0000.. D. QUALITY ASSURANCE •••• ••••• 1. Miami-Dade Department of Regulatory and Economic ResoutwftER).;•6 •• *0000 99 66. . 90 0966.6 69666. 9 E. MATERIAIFI L CERTCATIONS • . . . . 000000 1. None. .0000. . . 0000.. 60 . 9666 00 Manue m P.E. Product Co3-.1 61t-10218.03 aminer NOA Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wi +BC-51 Edition {201 ated February 15, 2016, issued by manufacturer, sign sealed b An Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. 0000 . . 0000 0000.. 0000.. 0000.. 0000 0000.. 0000 . 00090 00 09 . 06 0690.6 909090 0 0 00 0000.. 99...9 . . 999.6. 06 . 6090 00 0 Manuel P.E. Product Cc 1 E miner NOA No. -021$.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD SUCKS IF USED. GENERAL NOTES.._........._..--1 MUST BEANCHORED PROPERLY TOTRANSFER LOAD$AND ARE TOBEDESIGNED BYOTHER& 1ELLVATIONS- ^- I FIGURE I: MULL TO 2X WOOD-^ 2 g a MULTIPLE OPENING WIDTH FOR yEH7ipA1,MULL ARCI1EBTo88 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED(WITS.MULLIONS KILL TO ix A MASONRY 2 6x MULLIONS _�{ HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL INSTALIATION NOTES».._.-._.2 6' / $>E� I 1 NOT HAVE A OAP OF MORE THAN 1!4'FROM THE CLIP. MULL TO ewes wY__ 9 to SHAM` MULL TO STEEL STUD 3 N QTSza 3)THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RESIST THEWINDLOADSCORRESPONDINGTOTHEREQUIRED MULLTDMULL. ._-3 $ M DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LH 80.THE 113 STRESS INCREASE WAS NOT USED ANDHORSPECS_ __ 3 Z IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOWAS USED FOR THE EVALUATION OF WOOD S R CREWS. ALTERNATATE CUPS__..._.�._..4 BAY MULL INSTALLATION_......_4 0 I X 2 X 428 MULL SPECS--8 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.878 MULL SPECS.___ 78 1 X 2.76 X.376 MULLSPECS____ INSTRUCTXXi9. (� I \ 1X2.78X.88MULLSPEOM__lIl Z 95 FENESTRATION PRODUCTS To DETERMINE PRESSURES BEE UTH=MJ / iii _ �_II 1 SES DMT ANCHORAGUSE THE`EroFORINED WIDTH OR HEIGHT OF ONLYiVlI`Cl THE COMMON MULLION,SEE EXAMPLES ON SHEET AND SHEET 24 MULTIPLE UNITS,CONSIDER�D 1X3.1%X 566 MULL BPECB_._e m p a O ATHRU O: ! 1 X 4 X.126 MULLMULLS...6 TUBIE MULL CS-..10 F C� _ ONLYTWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN IX4X.376'rMLILLSPECC6. II Q Ill $HEET82.1 _ 1 ATNRU(i: -- I --- SHEETS 23 1X4 X.376'I'MULLSPECS_S-12 I iii I / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATIDtI PRODUCTS SHALL APPLY. lis X&186 X 265 MULL 125 X 326 X.166 MULL SPECS--13 Z Ij 8)WHEN FINDING YOUR SIZE W THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SITE SHOWN ON THE TABLES} 1.28 X S.28 X.624 MULL SPECS.._14 HEISHT D MUU. FOR 1.26 X 3.84 X.824 MULL SPECS.__15 � LENGTH HORIZONTAL 2 X 4 X.28 MULL SPECS._..-..16 Z 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD Bl1CX3 BY OTHERS MUST 2 X S X 16 MULLSPECS„•,_--_..17 U) v SLB°ETM S• BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 128 X 211 X.125 MULL SPECS.-1IS 8 I W Q REACTIONS. 36'X 3.28 MAY MULL&ER-_20 F- 46°X3.28 BAY MULL BPEC8.�..-28 MUWON6CUP DIMENSIONS---21.23 F-• Z Z O a 8)REFERENCE:TEST REPORTS:FTL-8413:ELOO ULTRACOWAGGRE-GATOR NOD'S LOADING EXS I 6 2.__.______._..24 FEKESITLATION PROM=SMAY LOADING E)CAMWIEB..�_.-_._..� fn Tom• 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED S,TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z y CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U Q 3 _ BY Per. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Z '� p 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ _ n. /�� 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LNOF6�M• SHEETS 2a WIDTHIHEIOHTOFEACH WDMDUALMUWONCOMPLIES WITH THE REQUI3EM7ENfSOFTHIS NOA MULL LENGTH HORRONTAL MLILL NGT INSTRUCTIONS: LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT aSS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. H--•OP�No WIDTH--•i f—Hcm KILL Loam---I 2)CHOOSE A MULLION TYPE THAT WILL FR THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. -'1 MULL LENGTH t— I 1 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGUII ARITRAPEZOIDW- M4)FIND THE CHOSEN MUWON'S dLULUON CAPACITY(UlIS M FROM TABLES 1A THROUGH 16A,ON SHEETS 8 THROUGH 20 RESPECTIVELY,USING as ��h do Flpkk HEIGHT FDR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MUWON IS SPAWNING VERTICALLY OR HORIZONTALLY}THE 11EI NG LENGTH `. 4Y1L1 MULLION CAPACITY(LSSFM OBTAINED SHALLL MEET OR EXCEED THE DE-IGN PRESSURE REQUIREMENT(LBSJFPI FOR THE�ENWG OBTAINED IN Alxapt�ea A1u ms's•nM, lAw EP i� 1 low LENGTH L "Lu 8)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LB3).THIS VALUE Bmillul ProJact �tEPRESENT8 THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENINGYMM • • •• A • • H• •A •• TABLE ON THE SAME SHEET AND DING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE t.\`\N�( LYNN.,., 11,/ SINGLEMULLION SINGLE MULLION FDR V6NTIGLLL•RL • ,LIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� tt0.••...... (( II oPEN6xR WIDTH •4AN Y) ��'t;••1,\cENSlk •;F'Q ~FORVER OALMILL • 4C/RACIV • • • BEE CORRL$POND6RO DETAILS MULTIPLE MULLIONS• ••• •• • • • •• •'•' FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT 0jSSlFT')FOR THE =' N0.50705 OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA'10 OBTAIN THE LOWER ANCHOR CAPAUTY REQUIRED.WITH THIS ' VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE .0.�-a/�TE -*449STANDARDS USED ••• i4�•LL'' .•2014 FLORIDA BUILDING CODE SEDC),8TH EDTf10N • • • 8}VERIFY T1 Fq UIGN P�UFIg ADDING(LLW-M FOR TMFE14ESTRAMON PRODUCTTO BE USED AND CON6PARE MMH THE FINAL MULLION • • • CAPACITY(LBiUFPI OBTiINEp F E MUWON SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MUTED FENESTRATION ',�`� ........oR1OP•'�j\�: •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION •• • ' '•" OALUMINUM DESIGN MANUAL,ADM-2010 ••• 0• 9)AGjeGHT ION USED p ND4A•BLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT. A. � )yam` &NSIS100-07/S2-2D10 FL P. . 58708 ••• • o • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DETAILA: DETAIL B: MSW+ MULLION TO 2X WOOD SUCK SON MULLION ATTACHED TO 1X 13UCKM a• RATa �# OR WOOD FRAMING WOOD BUCK AND MASONRY _ (OFFSET CUP SHOWN) (STANDARD CUP SHOWN) ByO FIS. to �t•tee SEENOTE7, N I St1EET 1. yi$ m l MULLION i l '"�:'�:°:��';•;.:`•¢' y 2$ ru N 1lNL—� SIM SHEETS b .' b 1 MBi 2.T1G81 •... • e; EDGE ERHERTHE .o I I E1db FORHOLE .d I I CONCRETEORCMU • =TANCE. STANOAND .n 1 LOGATIONS a 1,t SEE SEE TABLES OFFBEf ABU A EIXiE ® so t MM DISTANCE 18.186 g L N CLR MAY BE DISTANCE e 1 n FOR MASONRY W8T'ALLEDBy a d'e t II FORWOW I I < ANCHORS LLI F- THISME�HOD. BCREYYB WMAXFWi a° t I I co q. ° $IDE VIEW Z Cn ALLMULLN)NB - o. d. ° O A a FJ1NdiTIiE e 8TANOpHO m MULL v ° a n o v 7198 NBTNO• Z p CLIP MAY Be ' d ° °.y EXTERIOR .e F ° � INS7AL,on BY � d EDGE s .n..• . ...0 °' d .• OISTANCE d r r .� FOR °' ad Q p e MASONRY e O N r THE OFFSET W.IP IS ANCHORS L G O RECWlBffFDEO FOR c.. N `" EXTERIOR H1M101YS.BUT MAY OT ALSO BE USED YE TYMANCHOR TPP.ANCHOR g� •"• TYP.ANOM PER SUBSTRATE. PERsuBBTRATE. !3 PERsuBSTRATE. BEE TABLES 1S•186 SEETABLES 1••188 SFE TABLES WesEOGEPEPD tXSTANCF suCKBTRW SEETABLES AND 8UCK4TRIP 1B•i8B ATTACHMENT symNew ATTAAND CHMENT EAB ..�' •': •�'� �'• - BEE NOTEI OTHERS. SEE NOTE 1, . "t� is:. :." •y SHEET I. .. .. ... ... ..�.. �~.'t, •��.•' '.•:•...•.::� MWILTItSICONCRETE OR CMU SIDE VIEW FRONT VIEW vitobucx'HBVIsw D aremplyws with ore mww FRONT VIEW A 41A�� -21 2� INSTALLATION NOTES: By MtdBI 1)ANCHOR EMBEDMENTTORASE MATERIAL SHALL BEBEYOND WALLORESSINWS"p.• �•1 • • • •• III 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRE$MIAjlt�tli i i ��\0".(LM,YNN // ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TOOViCHO"ISTANCf•THF • ••• '• fit,:'�tGENSE'•.F9 �� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE T/MILES ONKFa • • • • FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIORCAP MAT BUSED!• • • • •• it NO.58705 _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3 • ••• ••• ••• • '.n v. W • • • = ll� 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MUUMI&E CdtINTYAPPRWED • ••• • i �iO, '. COiitO?r'(J ELCO ULTRACON OR ELCO U4'S.S.AGGREGATOR MASONRY ANCHORS. . •• • . .• . . . . iS��jj��"A�„�GON •• • • • • • A.LAN 91.LErt, .E. FL P.E.#58705 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: � 1�,M rN MULLION TO MULLION DETAIL C: INTERSECTION NOTES: 'Te MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAY BE INSTALLED IN"TEF OR•CROSS• N. o MASONRY STRUCTURE INTERSECTION& o (STANDARD CLIP SHOWN) v Y 2)MAY BE INSTALLED HORIZONTALLY �+ (SHOWN)OR VERTICALLY. N ERHERiHE 1 I PPER'ATE. 3)SEE UICLIP DRAWINGS,SHEETS 21-23 k 8 m arANDARO I SEETABIES 16.138 TOP VIEW FOR CORRESPONDING MULLION. 1321w 8 OR oFPBEr MULL E rteuLLIDN CSTALLE BE I FORMASTANISiBTALIID BY I l� � � aPORMA90WtY VARTHIS METHOD ANCHORS n12MSLSCRBNS.SELF•DRILLING OR PRE-0PSLMULLLONANDUSE MS m p O an MULLION zz z m J If da •. .S rd 0 � EXTERIOR d - THEOFFBETC�E `� Z EDGE MSTANCEUSED• .° eD FOR ANCHORS UCLIP Q*BUT FOR MASONRY Z.lCN B , mtg FFRRAKSTYPPEE& EXTERIOR ~Z z ¢ o Typ.ANcmOR .4 /—PERSUBSTRATE. .4 SMTABM I13-13B Q TYP.ANCHOR 80 SHEETS 2143 FOR SONS EE TABM III-1, 4 R• sEETAetFstel2s FRONT VIEW AND DISTANCE— ATTACHMENTEDGE SEETABLES z iBYCTHERS. ..r 18138 a ? O SHEET 1. .. •" EDGE �O — 'wEra�sL6s SIDE VIEW MIN 2.r KSI CONCRETE OR CLU MIN2.7IWICONCRETSCRCMU 18438 FRONT VIEW SIDE VIEW DETAIL D MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCXOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a SSEE TABLES 113-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SHE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23.23 ® a3 complying w0h*A vw" HOLE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE L=71OONS 9widmg Cade 1G+4YL1$•O3 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �� BzA Dme �Z) nRRttON 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. ey ® DeAo 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3 •• ••• s • • • • • DISTANCE S)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUANTY,USE ONLY MLAMM)ODE COLKff4AP%WWD• • • • �\•\\\�'I LYNN ELWULTRACONORELC01/4'S.S.AGGREGATOR MASONRY ANCiOt�. • • •• • • • • • FDRsrEBLSTuos•OwIN�iHAw sEErpBLEs `� ,r0 • •• • • • • • 18GAANDCC%MMNTWRHTHBFLBUp.DING 18.138 ` =•l:•\.\CLASH • • • • • •� ONl•VIEW A2XWOODBACIERMUSTUSSD. •• 00: •• • • • •• ATTACHMENT BY OTHERS• No,56 �•. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 0�. ' g !6 : LUQ • 0:9• s•• •• EL• • • 1)FOR 2X WOOD-BACKED STEM STUDS.WOOD E • • • • • • s • ANCHOR VALUES MAY BE USED, '�< '••,FLOR10?: (ry •• • • s • • • • • 2)SEE CORRESPONDING MULLION TABLES. ••• ••• 19 ••• ••• P.E. .•• •• SHEETS 5.20,FOR QUANTITYOFSCREWS. A. FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL G: DETAIL H: � DETAIL F: • FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CUP) (ANGLE CLIP) � n SEEDETARSAE. Eel SHEEYS2AND31FORBISTAUATXIN BAY MULL TOSPEC=6UBSTRATES. ' C4 /-MULLION $ m 0 Q O v 0 0 0 0 0' 0 0 0 UJI O O TOP VIEW g Lu R SIDE VIEW U O $WMWRN rxs°X.123• TOP VIEW I i 7F m J rmaLCa I i i ,/1 I 1 PIERSUBTyp.mSYR M EXTERRIOR i i BOTABLES15BOR16B ? > � I SUBSTRATE. � Z I M g �ij I TYMANCHOR I 1 i EXTERIOR N Z MOOlIqED TO RF FISW SEE TABU 18448 46 � CONIXTIOW I "'� I I �rXrANSLEpJP. Z Q w 0 I I 1 I I 2PERMBIUMEND.MUSTSE 0 �1 ` I I I I I I MaEI tDN INSTALEDINSBTEOFBAYM IMI- }.. P p I I t CD N 'r I I I I ; m Fg rxrx.iII ANGLECLIP. U Z Q 3 II I 2PERWNEND.WISTREINSTAUED Q 0`�1 \ I 1 I INSIDEOF-Ill I Cb I > '7 I I TYP.ANCIIOR PER SUBSTRATE. SEE TABLES 18448 NEO WOOD. Lir STEE1.aur DROW000.81E1iL. STANDARDCLU-TOSE EXTERIOR OR MASONRY EXTERIOR AWMI.CMI OR MASONRY momFd3)"am y EXT6tlOR O �O�_t �•"�' �� PRODUCT Rk•Y1S Pn""- F as comFlYinB wUd am Florida Bnlldiag Code 4� Acoopm X16-o21$.p3 1 ® ® ALU C 1 O e,�PimRia. X162 ® ® DISTANCE BY PER Miaml ANCHOR ErooE o• 99# ®--e—e-0 E \ 1 ` \�V N � ¢ 0-s* • • • • • • O NOTES FOR INSTALLATION OPTION t3&H:. LYNbj/�., PER ANCHOR 0 • •• • • 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INS IDE OF MULLION' 1:��•''\,\G�Sg •.•.;C i NOTES FOR INSTALLATION OPTIONS IS •• •e• •• • • e •• q 2)DETAIL O:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 128'X 2.11-X.125 MULLION. LOCATIONS. - 2)SEE TABLES 1&138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR Ha4OCAWINS. ••• ••• • • 3)DETAIL K-SEE TABLES 18B OR 1SB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �)•, g F� Vii, g F �;Z 3)THE 2X8 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • s s • %�.<` •.FLOR��P'�G�� •• • • • • • FL P E#58705 ••• • • • • ee• • • • • • • • • • • • • TABLE 1A p. Mullbn Caggally Table Ope WWBt(farvw9c62yepardn muIIan6)orOpowift lght growr mmom) d Wim solo 701a Goin Som frog in In 14010 loin � r 7U201= Raamwur TreplM•gy 7tpllTti6ng P9otmgW Reamn•hr vwmtsv Tiepllamlp, a Ix2x.125 �re �m Le6•re Loeare toaft �ro Looft Lm469 Loft 19ad919 Lo3aw � Lmft � fire t6ean9 19edn9 RY a"�'a. 1 11 h II I 1 11. 1 yp¢_y _ _ _ _ 8 ygg• .y�§• Rg} 9$�Q{ .jgq� $Q �Qj y{� 610 � � a 1g� E y$g�' @ B TubeN it ES @ 5E iC dEtl. 8 i 8 d O � m 131 .0 408 126.6 332 042 We 110.8 328 79A 400 107.4 321 0.9 406 104.4 319 011 406 104.0 319 682 408 104.4 319 46.6 106 101.0 319 319 406 104.4 Me We We 101.0 319 312 632 268 VA 312 76.1 262 646 312 67.0 216 46,6 312 642 218 41A 312 61.3 244 37.6 312 61.0 244 312 312 619 244 2106 312 61.0 244 234 312 61.4 214 .9 281 lag 234 63.2 281 OIA 228 46A 291 6aT 744 392 281 621 222 38.6 201 00.1 220 31.0 201 49.3 Me 298 281 49.3 210 228 261 40.3 219 2100 281 40.3 219 ILI 6 247 672 2W 43A 247 418 202 37A 2p 44A 106 37.9 217 412 186 20Z K7 39A f94 26,3 247 9101 itA 21A 247 ,361 193 1108 217 361 1W 16A 247 361 163 m O A 200 41.2 170 320 200 35A 106 27.4 200 31A 1W 249 200 20.9 180 21.3 200 21.1 160 112 200 2109 167 169 200 26.0 160 � m 1 191 3810 106 27A let 3" 162 23J 161 28.9 148 tar 161 24A 146 ii4 181 22.e 144 tU 181 213 143 j .6 1M 30.6 142 21A 186 2101 139 20.8 166 241 138 f40 166 21A 134 Z 2139 238 170 18.6 139 f0A 1111 1" 139 17A 11e AIn 123 too 1107 tte teA 1W CnLLZA 116 162 104 F TABLE 1B ANCHOR CAPACITY ADJUSTMENTFORMUTA p AnehorCa Tableb9 yo •- Buhefnttc 279 Cagrtle 3.•l Om. FtMd CMlI PT and t7e1d (DPm)X{ANCFIOR CAP."10'°'°`)=ANCHOR CAP.,,, Hts moo UP a6000 571 so 1tre6Elm MO61eN 9t28W 91261ed MULLION CAP..,,,.,.. N Amhglypx 31t8'Eim I9U6Wn 40'2110 Whom 9N8't3¢0 U3eoon 40'6110 U66om X Anchor CUP PaRems U66eon AgptaOlotar Ytremn Aypa6afor 84w(00)10818»lC6) S4rmr(a6) USE THIS FORMULA TO OBTAIN THE'ANCHOR D: N t/1 Edo ww" r 2.1Irt a 1 3•vr r 2.110' V 2-mr r 3-1re' r 0.46• OAF- 10710• CAPACITY REQUIRED'CORRESPONDING TO AN a 4 0 6m0edmeol law 1•w' t-Y4' r t-im t•trr f•w' f-w• t w' 1.40• r f.318' law VAN ACTUAL PRESSURE REQUIREMENT FOR THE y 2Am0a6®4.78 t7,C.78Wn0Oder094q alp 1f 9rob b 04466 21090 no 36490 7 PA37190 b b -34-1a- 44216s ar-. OPENING.WHEN IT IS LOWER THAN THE MULLION �•- 4 AM-W fIt t.16.72n as/bid(NOW 9xp IF10.2r 480 b 70090NIA xAt WA 38000 WA WA WA NSA WA 00210 88690 1126 b CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtom 07 WL CA.IM 216An0a COp6/(FI9.3k 78690 740 8164010 189890 10090 64036 WA 7rob 74890 Grob 18W90 80290 e26b 112690 MULLION.IT WILL YIELD AMWIMUMANCHOR 2Mol=®OASMh0.Gl%ftk o.i2r Alum.ft.4t WA WAWA WA WA WA WA RIA WA WA WA WA WA Tf6b CAPACITY WHICH MAY BE USED TO QUALIFY f AWWIFC6PV'%p SX 19610 lee 1* 416906729013466 14090 17790 37090 15790 99268 179616 17006 22130 28090 ADDITIONAL ANCHOR OPTIONS FROM THE 8.4101010 1.15 M6.QCIF•COp¢ .8k 24090 M03eWA WA WA 190b WA WA WA WA WA 34110 41090 Q80b ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • • PRODUCT REVIS17D 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. tow mAymgwhh 610 Flefid9 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -j 1.000' r Building Cab AcOOpt•loe o 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r FIGURE 3: I By 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23 Miami • HOLES TO BE DRUM W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000' ••Fh"S 8V0%SUGV0TEp,AWROWTE HOLE LOCATIONS. • • • • • ��i��1•""'"��''"" .126• �� <.VNN ANGLE CLIP MUST BE USED W PAIRS. • 4)SUB•TRATFW CQNC1iETr sH�Lf�ONFORM To ACI 3013PCCIFICATIONB HOLLOW AND GROUT-FILLED FILLED C�( . •.... • CON%WTWL9CKfNNCM1**A.L iONFORM TO ASTM 090.WOOD SHALL BE PRESSURE TREATED �t�. FIGURE 4: FIGURE r. FIGURE 0: •YF�O�7 SAUTIIIERII FOIE W4TFiwPI S(i Oi 0.66.ALt1MW UM SHALL BE 008310 AND BE A MINIMUM OF.12s ••.' * •• TIffCK.STEEI•S�UDSTO BEgA»»10190.4 GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL.STEEL TO BEAT 1•X 2'X.126'MULLION `.�; t4o•58705 LEAST.12V THICK0 • THE MATERIAL 91012 ANCHORS INTO WOOD MAY BE STEEL,188.8 A38.ALL ANCHORS INTO METAL SHALL &S.OR 410 S SAT LEAST 3 SCREW THREADS BEYOND _ IT�' 'TOT • FLORN 00 • • • • .. 00• .• . • . • A Lrrtlr T'N4F.�Rtt E •• • • • • FL P.E.9 68705 • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2Ai MuNonCe Table C OpeoingWhlIII tror 9w8yap9mlIQmutOre)or eningHelghttforhodm mW�tO) uWtt 8010 BOM 70In BON Bela 100 in In In 14010 1401n Reotm•uter Wo4et•Wet Ttaprdat4 Reobamw Ttw1am0• Roolmw 7mp(der4 ReetampAw Tmp"-e RNWWAB Tteptafmg. eotetl8atm TwRT0en0. Reoten9l(m Tlaptalmi9. Rena tm Tleaaft a 1x271976 lmwit Lom- InadOO l+eadk• taadoto Loednp . -a I.oade• t02ft Lase9 Loada79 haft Loaft (eadMM ImaYp Lae09q Loedit• i �71Mumon V,0 a I I d 04 fill I 1[ 11 111111 " � € III 1[ 11 111 1 111 11 1 11 11 11 oQD a7 M 7760 820 170.0 436 1613 882 17x0 479 Y187 6B2 T/0.D 808 113.8 882 188.6 819 CODA 882 188.9 617 90.8 602 ISMS 817 70.7 862 1BBA 477 84.8 00 1868 817 48.7 684 188.9 617 48M MIA QW 13x0 418 101.4 BW 1183 410 B6.8 407 1087 4D3 7a0 607 looks 398 �A B07 88.8 397 868 401 B80 388 40.7 aw no 388 444 t9D7 910 398 38.0 807 88.0 398 a N W.8241n 100.7 4B8 tt46 378 t64 486 MBA 371 741 499 864 3B4 84.8 486 Ola 380 57A 488 81.3 887 619 458 60.0 3B8 432 48B 860 346 37A age 860 348 324 488 80.0 348 W 0 54 In 85,4 400 963 339 711 40D 80.8 328 810 4O0 727 972 414 400 8k3 3t9 47.4 �D 81A $18 427 a00 628 314 868 400 81.8 319 30.4 d00 87.8 373 2a7 400 81.8 3f3 ca w F y BOM 823 824 86B 278 $1.8 a21 47.5 275 4a6 309 511 2B4 969 320 48.8 280 3a8 926 ai9 357 91.1 924 420 264 1a0 321 466 283 ?22 324 464 'Ib9 18.s 321 60.8 7B9 if:: 83M 488 2B0 QA Z62 4as 291 4a2 208 364 2B1 415 247 33A 281 9d8 2W Me 280 37.1 230 TAB 204 362 7.12 224 284 814 90 112314 230 268 40A 23D 30.0 286 42a 278 391 289 97.4 221 793 7BB 341 218 260 '1B6 31.8 278 78a ?ea 28.8 212 18.4 245 28.0 210 167 7B9 27.7 10B 148 2B8 71.7Z,228 37A 1B8 30.0 716 322 101 767 778 764 788 728 78 264 186 260 rld 228182 laO 724 32.1 100 i8AtA8 175 11.3 728 118 178 �gp7 202 820777 =8 207 273 173 219 2m 28A 170 181 202 2U 1W I20 202 167 IN 10.3 102 164 IN 1.18 2M 1" 100 We 102 18.8 IN 9.6 202 Ise 165 j O1B2 IE. 155 7:L8 182 tat 1S8 202 1B2 720 � 17.7 182 ta7t6B 167 191 tat 161 1a2 18? 16e 188 118 192 181 1N 761 '182 tla 78D 6B 1B2 142 14D 144 19.0 126 13.4 140 tdt 17B Iv l6e 173 N � TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N Mcha7Ca Table 6feW (DP®}X ANCHORGAP.,,ae„ ANCHOR CAP.,® a X 2.R Danom7e 3A2Oom. KOWN CMU MULLION CAP.,p,, j U X Q 2 w882bo dt1B•Eko wa819oo 41091ee1 412 steel 02 OW &1 ptlohwCOpPa8er114 Ao1vt 9f18 Eoolmnaan wftoUlamn 3r7s'E•otemoon w EboU4e¢m Atm ApproOeb 13mew(85) OP08) eaee(04l 03ETH(gFORMIAATOOBTAIJTHE'ANCHIOR Q 9dleomt.ae0nk r 211r r 21/r &w V bttr I- 2.14 r 9•N8• r 64B• 0.5c mm CAPACTTYRFAUIRED`CORRESPONDWGTOAN EvlOadme+t law• law' lana^ law• r 1-w t-w• t•tt4^ tan• 7-w 1•tta• r 14V taxa lab ACTUAL PRESSURE REQUIREMENT FOR THE 0• AC 2Amh•a®ale 86t O.G/8tatdmdmOBealdq(Hyt b 3W 4 b 18Mb 270b 78Db b 7�b �4b 454b Ibt -3-416S a4zb I OPENING,WHEN IT IS LOWER THAN THE MULLION ,..t a Aro0»®114•Mh as t 8tmdecd(aORte006"-7k 4BO b 700 b WA 4DA WA wA 38D b NW Nu NIA H6A WA 682 De hes b 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED a Aaohaa®sMn O.Gtt7)7e6Anpie sty./(Rp.9k TBDb 7BOb 8B0b 1680b 18wBb 460b �Ob RIA 180b 74eb 8Wb �eapb 87th M96b ef20b MULLK)N.RWILL YIELD AMWIMUM ANCHOR 4arohne(q 0.a4.84a.as ttltAe,Me.175•AOen.(Fp.4k WA 67A WA ROA NIA ILIA wA RJA wA t70i wA t0A wA WA 714 b CAPACITY ADDITIONAL ANCHOR CH MAY BE USED TOM THE 7Anoans 116•iAnWW tRmptp.6k b 3Wb IBA WAb l9Ab 1wAb iw5b 7NiA 3Nla NW WAWonb wAb 34th go 6B 4422PA MORD ANCHOR CAPACITY um TABLE. FROM THE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTRBVISOD FIGURE I: FIGURE 2: TABLE NOTES: et aomplyinb with do T4ui11 BuI1d015 Code _ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. � r Arc��! ( 1 1111 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Miami TrOduN' GORE 3 •a3)MYAY)iON OkNWULLaN C HOW NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 t t 1 • HOLES 40 BE D�ly FI�LD w=N00 DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2' `�t� Ni LYNN M� • FIGURES SHOUENrER7 AF4pR%m rE HOLE LOCATIONS. • !( IMBOG �i ANGLE CLIP MUST BE USED W PAIRS. •••4)$•y,,p,A��,,RRf b•CORI E151'OdL CONFORM TO AC1301 SPECiFICATONS.HOLLOW AND GROUT-FB I .376• r TE Bf1C LA�gT(CMRJ)b9(ALLNo.58705FIGURE4: FIGURE 5: FIGURE 8 SOUTHERN PINE WRH AN 30 OF 0.66.ALUMINUM SHAOF.124' PX 2%976•MIULI ION 'L STUDS TO BE A MINIMUM GRADE 33 AND.046THICK(18 GAUGE►.STRUCTOBEAT 8 67HIt2C AND A36.ALL ANCHBEYONDN 0 S4 T6 F• ERb!431tr4�1t ANCHORS WTO ItcooD MAY BE STEEL,1e B s s OR 410 S.s a `; ••i i • ••• i • ••• i i 1ntJAL • •e • • •• 0.0 • • A.L4fNN MIEE)t P.E. •• • • • • FL P.E.A 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • TABLE 3A � IduBlon Capactty Table Openftft ttt parvertlaally aparr9np mWlons)orOpenin9 H813M(im rg muftm) ,1lid wm 12 Tom sob 90m 10012 12012 140m too In d Tmpfrtlu4 Tina °11si7ir t R44bm `•' 7r1•frAma N92h2•YB 7replT.. 4 1x276x to T tea6g Lmd 9 Luft La5a1• LoeWO Los81m Lm" L-ft 19 9 taae00 l9ad-p I� � ueft 14sm1p toadlq �Y 11 fill 111 11 1 11 1 Is to I -u I I 1 11111 fill 11 z �a 0 820 Imo 496 170.5 A 478 170.0 eee 170.5 808 Imo 992 170.5 814 ira0 1119 ira0 821 170.5 1240 1m0 821 HU 1301 170.5 821 127.5 1301 170.5 621 IIIA 1301 IT" 621 � 4e12 Imo 706 170" m4 170.0 Mo 170.5 651 17011 992 1ra0 630 Imo 1163 1750 581 151.0 1132 no" en 13" 1139 170.5 980 1198 1139-1170.5 580 WA 1139 Imo 520 634 1139 170.0 eao � a. N 60.826m 170.0 747 Imo 663 170.0 640 Imo e91 18x5 I= 170.0 804 U8.8 1402 Imo 723 130.6 I032 170.5 747 IIIA 1032 Imo 70B BTA 1032 Imo 768 878 5402 im0 788 734 1032 WaS 788 111 O wm 170.5 797 Ino 812 1816 007 Mem 1382 907 1647 730 120.5 907 182.5 720 IOTA 007 1450 714 960 907 N1.1 n0 800 907 140.0 708 691 907 1450 Tae 806 eo7 1100 los r11 8012 14L1 738 161.8 as 117.5 736 1368 811 100.8 736 1540 699 662 738 1092 690 m4 796 980 669 ras 738 96.5 678 880 735 910 674 800 736 OtA 674 14.1 738 81.8 874 tqm 125.5 888 190.5 670 1018 58B 111.5 667 870 888 980 687 782 868 80.1 518 87.7 088 63.5 831 80.9 688 751{ 628 60.8 888 780 821 43.6 888 70.8 621 38.1 889 760 621 86b 1080 907 tt2.4 472 863 607 96.1 811 70.7 607 IILO 001 662 ; 77.1 493 869 807 71A 486 670 807 BTA 481 442 807 03A 478 37.9 607 82.7 474 39.1 007 8L7 474 Z 7212 8fA 610 248 443 880 8t0 730 434 693 10 84.9 428 51.0 610 670 419 464 510 63.3 413 458 610 650 400 34.D 610 16.9 402 282 610 44.4 399 248 810 448 989 = Z 7812 890 464 770 400 WA M4U 922 48.8 448 61.1 966 40.4 448 48.6 718 980 408 449 979 30.7 465 410 38B 258 46D 317 382 240 488 980 368 21.7 448 34.7 988 7812 842 436 WA WI 5" STS 435 IBA 988 451 496 417 8B0 90.7 498 400 904 9L1 496 35.1 381 Zee 486 940 344 720 438 92.6 941 20.1 436 322 940 q C 6012 410 927 43.1 240 910 276 232259 927 23.7 288 17.4 337 210 140 927 314 767 NA 267 287 282 24.6 287 780 298 M.8 287 23.1 2N 141 287 7oA 240 572 180 237 140 287 188 2 10812 24.2 227 247 206 20.2 227 200 201 173227 10.0 Iw 10.1 faA 186 W 11116 22.9 215 22.7 194 IDA 218 10.1 181 160 214 te.9 188 j 12012 VA 14H 17.0 187 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a •y r0l� Anchor Ca Table 3.5k0=. HommCmu FEWCMU I'TWae6 mwdd �_)XIMULUONCAP.e•.,� ANCHORCAP.� vC Soso 6n8•Emo w•Be 000 910- f12aWW Mated USE THIS FORMULA TO OBTAW THEANCHOR Aadw7yps 5115 tu9ou0mow vP 8loimmeal SHB'me18tre5an 1H'19oo1mtman W mmm AW90dw �+(01F=8a08 11wow0 1 AnchorCBp Patterns CAPACITY REQUIRED'CORRESPONDING TO AN 8g1e Ob1mo9112k P 2.1? 1' 24R' 3v8' I• AtTC P &17! Y 3416' T 546• 0.61' 0• ACTUAL PRESSURE REQUIREMENT FOR THE 1.3w taro• tart talo T fnrd• 14W t. S-IW 1•tr/• t-v4• 2 tam' 1.38' OPENING,WHEN R L4 LOWER THAN THE MULLK)N O.cr 9rt�eal -4 Oo M 0e 304-5 7407 974163 864 qtv b 341" 44219 6800» CAPACITY A•O-m®1.7�N0n.c OF•.2k 4808w 70000 WA WA 380811 WA WA WA NiA WA mm an as 112040 MULLION.IT WILL YIELD AB MINIMUM ANCHOSELECTED /AtI0ip14®3.58n.0A.1921215Atpb Cba 1(119.ek 780-5 78DM 840b 148012 1898-5 61019 BBO1C4 WA 78005 749-4 B80 Rs 1895®a 582 Es 886102 112002 2An08.0®0.46'69M1 O.c IlFCOp.Me.1x6'A19a( /k WA o WA WA WA NA Net WA WA WA NA WA WA Nat Tt5 Q,s CAPACITY WHICHMAYBE USED R QUALIFY f A1c1vIF4iy ft 5k 1066• 19414 275-. 4461W 65x-. 535-5 1401123 tnft 37012 197-5 89203 47919 1TOM 771615 �� ANCHOR CAPACITY TABLE ADDITIONAL ANCHOR NS FROM THE 2 AWMI t.t6•WA.O.c/F 24012 36019 WA WA WA WA 1909.5 WA WA NM WA I WA 311 In 442021 58013 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CU' CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. rRt17011CT Rhe��F2� as cem�tyia6 1rD`0�• .' REI: MLIRE 2: TABLE NOTES: -`� 1.000' r- 82pita lm Date Ll • 1)SEE SHEET 1 FOR• INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. BY• ho6aa Cmaa1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. X71 Ili • 2)U*EARW:6990Lern;S"MOULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ``��*QC��•LYNNR�/(��i� FIGURES •F • ��.* 6l. MIV 91'rD�'+''yyb 8HE ARE NOT TO SCALE FOR DWCT DIMENSIONS.SEE SHEETS 21-23. 2.7120' �'�t;•'�1GENSF••,F+j� • •e 4NVUFS TO"DRIL�eED @ FI LLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123 - FKiURE8SHOW SUGGESTED. TE HOLE LOCATION& '' No.68705 .- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED fib. NC R(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED �T �t 6 FIGURE4. FIGURES FIGURE @ e•e • ' LL1 TH wE W r �F 0.55.ALUMINlM4 SHALL BE 8063 Tb AND BEATURAL STEEL TO 1 %�U'. g P �(!� • • • THICK. TO BE O 33 AND.046'THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT 1'X 2.76'X.376•MULLION T •'•.F7,OR10P. ��: •• • LEN6T.aQb THICK�WD 088.ALL INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND :FS /Y'��......... yA....•• • • • ••e :•THE MAt•MVRL#1.al#12 ANiHORS I*T. OOD MAYBE STEEL.18.8 S.S.OR 410 S.& ��/{f 4''P'��4ER P.E. U�LL� FL 58705 ••e • • • • e•• • • • • • • • • • • • • • •• •e • • • •e •• TABLE 4A MtlfllonC9 T N Op9owdi"mIdth(far-tlwfy peom mft-)•r SH•fyht(for ww b*4p8m1rQ and -) ce Wm Wm Tom Son 400 100 In w uoh Isola ' 1x276x g Tmnft . ReWaftWier 9eI✓Om6 R a nafrd• RodaffAw 7mpMmg. Reelm9da TmpltKW ftdwofar TWINTAmg, ReatL,%& 71ap1t* RWmgft 'l%0Nmg. 1t mwmdarg. p p A60_ teadrg Loaft � L Lalrg Loaft Lou g Los" Looft Loaft Loaft Loaft toaLea** 1� toaft t"ft b'a Tube 01. 170.0 820 170.0 4M Ina 744 17&0 479 170.0 880 170.0 6M 170.0 992 1740 SO 170.0 1119 17U 621 170.0 1210 170.0 621 17&0 UM 1711.0 621 16&7 IWO 170.0 621 I2&8 1820 17'&0 621 O 461. 170.0 TOB 170.0 621 170.0 9W 170.0 691 170.0 9a2 1740 BW 170A 1133 I= 991 170.0 1278 170.0 677 170.0 1417 170.0 BW 141.7 1417 170.0 080 IMS 107 170A 9W 10&6 1417 170.0 680 60.0261. iTOA TN 170.0 683 770.0 BBB 170.0 831 170.0 1010 1740 904 Inc 1199 170.0 723 182.8 '1286 170.0 747 148.3 1758 IW 768 121.0 1288 170.0 760 1049 12M 170.0 US 91.4 I= 170.0 760 � LU M1. 170.0 797 170.0 612 110.0 OM 170.0 an 170.0 7116 170.0 781 160.7 1130 17U 8M 199.0 1190 Im 937 120.9 1130 1740 660 too 1130 170.0 Mi 841 1130 170.0 861 76.3 1130 170.0 Mt m 67 ~ 6010 170.0 MO 170.0 701 HU 916 192.3 701 126.0 915 144.6 748 10&9 05 137.3 796 97.0 915 123.9 725 67.0 915 1t&6 1`20 732 916 1M4 716 82.8 015 114.0 7111 INA 916 114.1 Hb Wm t51A MO 151.0 710 128.6 MO 198.0 WI I= M0 1232 Wt 9LO 00 1122 910 84A 630 IMA an 76.0 MO 9&4 MO MA 930 SU 818 842 MO 94.1 849 47.4 930 94.1 819 Mm 1921 767 1Po.0 NO 1140 767 118.8 M9 767 to&9 M4 62.6 767 90.1 014 73.4 767 W.1 We MA 7u 66z eW M.0 79 790 699 472 767 742 691 09 767 762 W1 72h 101.7 938 100.6 632 BIA 818 OfA 610 727 9M 841 030 M.8 078 722 621 69.6 938 98.6 814 56.9 838 929 609 42A ON 572 NO 36.3 1178 M.3 497 WA 838 Ma 40 :3 W =t J Z 70h M.b 671 90.4 4M 72.1 671 76A 4M WA 470 04.1 671 BOA 471 49.0 671 65.6 184 43.2 671 613 169 30.0 671 4fA 461 30A 611 44.8 447 27A p1 44A 448 781. 60.0 50 M.4 474 M.7 5U 70.8 40 W.1 542 62.1 450 WO SU 5W 449 464 612 610 442 4" 612 47.6 137 332 942 US 728 20A 50 40.8 425 25.0 542 40.1 423 4 c Wh 42.1 Oar M.7 961 CA4 167 45A Wl 372 407 394 349 all � M9 30 2&9 4W SLI 398 2&0 407 29.6 934 213 407 20.1 927 1&6 407 21.1 S22 169 4M 23.0 319 F m W o 961. 420 3M 44.1 Mo 36.8 3M 372 314 303 356 324 9M 2&0 3M 204 301 23A 3M 2&1 3W 21.5 358 24A 2M 17A 968 21A 7A8 160 9M W2 284 to O P 1M1. 30.1 2M 30.6 255 261 281 26.9 251 219 2M 22.6 247 169 2M /9A 244 10.7 2M 190 240 ILI 2M 10.6 237 "' n 1141. 27A 287 269 242 23.1 287 231 2N 19A 287 204 234 479 267 W3 231 16.4 207 188 � 1-' nj N Q 120m 22A 229 229 209 1&5 220 t&6 2M ILL 229 182 202 Q X 9 1 0 TABLE 49 D. 6 AnOhor Table ANCHOR CAPACITY ADJUSTMENT FORMULA: _ 1 ul-twe 7k Owade 3Ak COM wow F71ad t2YN who (DR)X L ANCHOR CAP.,,,,, ).ANCHOR CAP.,,, a dw eb0 U4'88 MM VW Ebo 7!4.89 ON 910 etaN 9t281ee1 912 B� MULLION CAP.,,,,,,,, An6horCppPllttom6 ' sneelwl5keem G°° atmm atrpoet2kalm u4 8k01glraoal Wmwo AWeWar saw("so=(em at"(GS) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edp mteme 0a r 2• r 2-Vr 3-ur r 2-1& 2-W r 3•Ur r 0.4r o w &921' CAPACITY REQUIRED'CORRESPONDING TO AN emt�d tart tan• Iary Ian' r 144 I-tw t•tml 1•uP 1.19. I•U4 r Iar9' tars' tmtee ACTUAL PRESSURE REQUIREMENT FOR THE ®675'MIn.O.C.I9lanfadambefUp 3801.* 90 0s 4M 9e ae 0e bs 374 ma W4®e 919-Me it* On 9'e OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anftm@1.I5'kQLQ0./8wAffd(ar07w11Copft$ 4WIoa 7W90 WA WA WA WA mom WA WA WA WA WA 6620w tINbs CAPACITY(FROM THE TABLE)OF THE SELECTED AwhmQT4m.0.at(2)abAale 05et9h6'7 7W®a 7W Oe BW Oe I=rw IB tto 5409* SWIM WA 7W 0a 7489a BWe* t89MRe M2M 172000 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Awbm@ LUV RUL OAA UC09,W0.12VAhn.(F94k WA WA WA WA WA WA WA WA WA WA WA WA 181.0 CAPACITY WHICH MAY BE USED TO QUALIFY 1Aardor/F<21pftft 193100 1M0a 225 WS 44500 6720* 13500 1400* 1170* 37000 18796 332m 47300 11000 227 Ms %s ADDITIONAL ANCHOR OPTIONS FROM THE 2Aroho• 1.W Wo.0.01 24028 950 ea WA WA WA WA lbs WA WA WA WA WA 3110* 44296 am Oa ANCHOR CAPACITYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP PRODUCT whh&D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. P ODuCT 6 I Vm Fpm Boudills FIGURE 1: FIGURE 2: TABLE NOTES: A --� 1.1X10" �»- Bxph81N9Dab /2102+1 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B7 • • SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. 1t I t ••I)L&&t*ReoLi t BI•af WLENym%LENGTHS ANMOR oPFNtNG WIDTHS IS ALLOWABLE. t0 FIGURE e• 3)MUWZN Sr1D&UI:JD4 ARE NOT TO SCALE,FOR 17(ACT DIMENSIONS,SEE SHEETS 21-23. 2.760' `�P�,�t\• uCEN$F '`��'�� BOLES 710 IN DH UJW ft G DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n :7! • • • • •• FIGERESSHOINGUGGISTEDPAPBRO�t#LELOCATIONS. -�� NO.58705 _ ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED rAOF CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.1WOOD SHALL BE PRESSURE-TREATED � :� UFIGURE4: FIGURE 6 FIGURE& • eYFI1LOW SQUi1l�RN5P WITH G OF_0 88 ALUMINUM SHALL B£808376 AND BE A MINIMUM OF.12b' air O ; 4(/` THICK,STEMSUMBTVBEAM1 1p 33 AND.046'THICK(10GAUGE}STRUCTURAL STEEL TO BE AT • • I�I I�I_• .J.II e•:•: •7.126' ALL 1N OR MFNDATLEAST 3SCREW THREAD38EYOND 1•%27b%.80MUWON .'� S•�UF4N0RA10�? MRE>�ki-110 &IF12Acro�I�09NOIRDMAYBESTEEL,I8SOR408.5. •� �.�'C�j�•� • • A.LYNN MILLER,P.E. FL P.E.#58706 • • • • • • • • • • • •• •• • • • •• •• gP TABLE SAS Moilbn capitoN Tabb OPEN (forvwd re mftmm)a in H•(pht(forholimnmy rlrRmtAkre) �~¢' eo13 m lab sob gob 16613 12613 6o 10.13 tmb s R 1 T 14 R TtWO O 1 11n uwmm* Itao6a•fa Un{YT6aq• Rootmpdat LeplfAma Ireoteepue 71ep1814ap. p 4 Px3.12rx law" 1wAtq Imeft lood•q loa•ap loodnD Lo9a0D 1.°odn• L4oaim Lou'" Loa�18 l,oa0n" laai2re loadn0 Loadq LoadnO LoWh+" Loadop BY a ArAlum TUb0 Will .1 1 1111 1 *6 fill I, 1 11 h I A 111111 1 11 11 1 1 111 1 11 11111!ifoul 421. flap 020 flM 426 770.0 144 I= 476 1M0 BBB 1700 606 170A 981 176.0 619 170.0 1118 1700 %1 IMO 1270 170.0 621 170.0 14M 170.0 621 176.0 7736 170.0 621 181.0 1802 1TDA 621 {Bb 170.0 708 iM0 l24 170.11 860 170.0 684 170.0 992 170.0 8m 170.0111331170.01681 iM0 1276 ,70.0 877 ,M0 1417117U M157.7 1677 Inc,mlal 1W7 /M0 860 1t02 1671 1M0 680 � ��•3 p � 601AUffiIn 1M0 747 170.0 1 568 117U 896 170.0 631 170.0 1018 IMO 884 170.0 1M 1170601 M IMO 1341170.01 747 770.0 I 148!I IXOJ 760 1417 1496 IMI 768 121.5 H951 176.0 I 768 1100.3 1483 1170.01 768 I W O d 6413 170.0 70.7 0&0 012 170.0 9m 170.0 891 1M0 t118 170.0 764 ,Mo 1276 Ino 803 that 14M 170.0 617 140.6 14M 170.0 8ffi 12U UN 170.0 881 708.0 1401 Ina 887 20A 1401 1700 881 5 � N do,in 1M0 086 170.0 701 170.0 1083 1M0 IW 16&6 1168 170.0 078 1387 4460 ,WA m a" 116815" 617 111.0 1168 140.7 910M5 HSS 1401 903 70.8 1168 1440 861 80A 1460 144.6 003 ,J 8301 170.0 970 Val) 71S 169.0 /0W 170.0 800 137.0 100 168.8 880 11(1.0 1019 141.7 810 100.8 1019 1310 838 96.0 1010 126.5 = 790 1018 11"3 82o BBA 1049 118.0 818 MA 10W 116.0 BW Z 1 g9b 188.0 "66 170.0 789 ""1966 1613 801 11911966 133.7 744 1042 WB 121.! 776 VA 966 112.0 706 83.4 966 168.4 7W a6 o6 99.8 7411 WO M 08.7 7{8 82.1 868 98.7 748 a 2 3S T!b 1ffi.8 803 U4.B BW 100 800 114.0 88" 910 803 101.1 WO 803 803 812 869 7f.4W 630 849 642 803 7&8 ea 63.6 $a 712 612 460 803 890 828 ml 806 at 827 �z 7813 1692 721 1111 828 01.0 721 WA 618 700 721 86.1 808 883 711 78.8 m6 80.7 721 70.7 688 6L8 721 88.1 679 460 731 690 � 890 721 6&8 881 34.1 721 68.1 683 ? r V' P -a In 107.0 884 ,684 6W 842 BB4 684 6W 722 p4 700 678 6&1 664 700 W 0.1 ON 84.4 868 50.6 8114 690 661 at 681 •54.7 541 3&1 ON 51.5 638 31.5 ON WA 824 � g a 3 9013 88.8 61! WA 468 67.8 6U 673 148 470 644 60.6 440 41.1 814 440 40.5 20.5 874 40.6 427 370 61! 373 421 27A 514 300 412 23.5 614 2oA 408 26.5 514 290 403 G 9810 842 469 6&7 401 4&2 467 470 388 30.7 461 400 380 330. 462 38.7 384 30.1 444 3. 278 17.1 469 303 375 22.8 462 280 383 10.! 462 242 269 180 462 228 366 10813 !-I 31.7 067 stir 517 22 3W 28A 312 23.8 367 2&2 21.1 357 71.7 303 1&0 367 200 299 160 3'44 180 '213 13.6 367 182 2W 110 567 180 163 tV111 b 938 360 308 202 338 80.1 301 260 938 18.1 798 2tA 538 2&i 281 19.6 538 200 268 170 338 1BA 254 148 930 180 278 126 838 il.0 273 itA aae 130 288 ri N 12013 277 289 2a2 20 23.1 289 23.7 269 18.8 289 203 268 77.9 ?es tat 161 ,0.4 289 M3 248 13A 280 100 248 710 0.M 120 210 8A 289 11.! 239 0.7 280 fat 132 Q x a t/O0�� O TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA.- g �Oa ARoherCa TableANCHORCAP•„�,,,,,, L &�69 A04mcde &W Cam. Nmor CMU FWC6tU Fr ooe Maa pp-)X( )nANCHOR CAP.,,m tw•BSEto 61V Ella vrastxo etotxAn 1n2t7teA M2stea MULLION CAP.„„„.. pnehorCOP PxIbm• 8ne tacoMt•can Y4•BeoUltauon �u s•16r•Beo lxlam VC 8xot8treun AW�aOt 111mon A�eeaa etas(e*Smw PSI Sam Pb) USE THIS FORMULA TO OBTAIN THE'ANCHOR Otnanee 919 1• 2•trr r 2 vT Sva• T atrz' T 2-712' T &v0' T 6.4r 0.64• 030.1' CAPACITY REQUIRED'CORRESPONDING TO AN Emee•mem talo• tate• tow 1.414• 2- t-v4' t•va• 1•w• INC t-t/4' t-ttr T 1.9'9' tars• woes ACTUALPRESSU1tERE0UIREMENTFORTIiE 2 min Oro- 04917 m 396ffi 4W DS Bmm t m 27004 280m 964m 7Pom 974m m 048ffi 941 442m m OPENING,WHEN IT IS LOWER TWWTHE MULLION 4Arcron®L16•LumOz tmmm(araea)Cpp6a84 40 RS 7mm WA MA WA WA 98006 WA WA WA WA WA 68290. U51M 1120m CAPACITY(FROMTIHETABLE)OFTHESELECTED 4achao®9•Mlaoal 2r6AaW6cg97tA9 7mm 7mffi 6mm Lamm I®Bm 84om 6mm WA Tmm Teem aeon 7812m 6B2m BB6m 7f90m MULLION.IT WILL YIELDAMW6NUM ANCHOR 8A1c0o•®O.�MhaalU .Wo.r18'Afum. 4 WA WA N/A NG NA NN WA WA d8A NM WA NN WA WA Imes CAPACITY WHICH MAY BE USED TO QUALIFY 1A0-uw FCIBml 1B6m 19639 77Dm 446m 82m /36m /40m 177m 37om was %R39 47393 1706S 221m BOm ADDITIONAL ANCHOR OPTIONS FROM THE 2AWom 918'Mn O.C1F B}: 27003 WOm N7A KA WA NU 790m 1113► f9A WA WA ma 841m 4/239 C80m ANCHOR CAPACITY TABLE. PRODUCT ROVLSBD NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. B nding Lg ArUh the Fltxidlt H-1.1100'-+ Bunding Na t6-o Z18.o3 FIGURE 1: FIGURE 2: TABLE NOTES.` °A Dd. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. hg Dada SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tt 711 I l I 1111 ••• 2"1ARJ•1TPIfTIONftKI E�MWLLLENGTHSANDIOROPENINGWIDTHSISALIOWABLE 31 ��pN�,..•......�!! //i FIGURE 3 •• 3)MNYuvB nry{+�N�Llp�SFIJ ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23 Q~. N . ttt • HOLEi7036E� ELD OjLOWINODIMENSION&RESTRICTIONS SHOWN ONSHEETS 21-23 F •• MMWS SHm SUGISE37GD.APPI"I BATE HOLE LOCATIONS. y:1 r 05 5w ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �UL Q b CONCRETE BLQC,UNIT(CMU)SHALL CONFORM TO ASTM G90 WOOD SHAD BE PRESSURE TREATED bA'•, A `>1!1 FIGURE 4: FIGURE 6: FIGURE 8 • ••Y�LI.OW Z;QVjF,EE�&Xt•�f'�N1E WITH SG OF 0.88.ALUMINUM SHALL BE 808;1-T8 AND BE A MINIMUM OF.128' 1•X 312tH•X 6 MULLION ' Cir p \ I1��1 • • •THIt2C 3TEELIBTUDgT0EWIT" l�llI •••• • • • TOBEAT (T VF MULLION) �i UESTRUCTURAL STEEL TO � METAL SDAT 40SCREW THREADS BEYOND M ',SS�FOLOd� E •• go* • • LYRA10��,.�•'��`G��: All P.E. FL 68708 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f• TABLE BAS MuMonCapitally Tabl9 Opening 1Mldth por talemy-apeMng mLMom)orOpening HeIBbt Prha zwft SPMWn8 mom) w•1rdNtt 0b Mb 70b 0b win login In Im 140b login �t u d•g. Red•19i• V907a09. Ra9augtty T Raofsgdar 7fapf0l•g. 7t 01110no, Reotevpd4r 71077-0.19• Tm 1leottn0nt• 7npl0l•g. a 15 9x4x.126 1a0•g L� Lomino loading Loft Loading Los" Loading � L"ft rmmg Loading 14"ng loading Ueft Loading feed• Loading gY d 11 AlArg.111" U) 11 1111 1 1 1 li I11,11 11 a I 1 11 421m 170-0 BW 170.0 40 170.0 744 170.0 470 170.08M Mo OM 170.0 993 170.0 50 170.0 1118 170-0 IN 170.0 t240 170.0 671 170-0 1466 170.0 MI 146-0 14M 170A 621 WA 1460 170.0 621 W 46b 170.0 708 1700 624 170-0 060 ---170A am Itao 992 170.0 070 170.0 1156 170.0 BW 170.0 1276 170.0 077 10.8 1081 17-00 890 1602 1306 MO also 111.7 1903 170.0 660 07.7 I= 170.0 880 � 0.B0tn 170.0 747 1700 503 170-0 888 170-0 ON 1700 10(8 1709 04 118.011"51170-0 723 186.1 1736 1700 747 140.6 1238 170-0 70 117.1 1266 ROA 708 1001 1236 170.0 70 07.6 17.16 170.0 760 W b 170.0 797 1700 86 IRA 968 1700 Mt 170.0 1118 170.0 704 154.4 110 170.0 803 1572 110 170-0 an 123.6 ti0 170.0 60 1029 110 a" 081 08.1 110 170.0 01 77Z 110 Inc Mt � of •_ Ota Mo 686 170.0 701 18&7 10(2 00.0 707 14" tea 181.1 632 1241 106 1407 015 1512 106 1306 601 100.0 1042 1502 M 83.411042112%1 702 71.0 100 12LI 762 G" 1012 1241 7a2 m 0b 170-0 9M 110-0 946 1612 BB2 lata 61B 1288 1464 799 113-0 M2 131-0 762 10" 099 6X4 70 90.7 888 114.8 7M 768 001110&4 740 W.0 96 100-0 7M 047 B02 1040 7M 0b 10.4 W7 110.0 789 IVA 017 1440 7M 1141 947 1303 M 1014 OR 117.7 762 9X9 W7 108.7 738 R.7 947 IOL2 771 0.9 947 06.1 713, 0.1 007 960 711 01.7 947 95-0 751 111 72b 1340 W9 /0..7 737 1182 86 121.5 771 97.6 No to" 70 04.0 349 96.4 898 78.6 e49 a47 60 87.9 ew 80.7 070 608 049 743 Wil 46.6 06 726 SW 42A M 52.4 891 d Z 78b 116.6 762 1207 80 943 7B2 102-0 862 026 783 80.0 840 722 782 80.9 an 660 702 742 820 57.0 702 692 013 441 782 60.0 Ma H.0 782 849 MT 341 702 M.4 6B6 N e 7Bb tOBA 77A 1114 014 89.0 724 BI.0 821 7aA 721 629 809 0.8 724 X4 689 644 ra 0.5 681 644 721 OSA 09 44.6 724 04 675 982 MI 665 07 49A 721 83.6 600 Mb 89A 60 748 4M 08.0 50 607 474 407 669 528 486 43A 50 47.1 40 389 543 all 452 34.0 40 39.0 448 ,79.0 60 34A 438 WA !N3 921 490 21.7 669 30.7 60 G 26b 07.0 478 64B 427 47A 470 49.7 419 40.9 470 432 412 30.8 418 38.6 4M 31.0 476 348 400 247 4M 320 395 239 474 25.1 30 20.6 478 78.5 3M tTA 476 262 370 N N O r tOSb 40A 377 4X1 341 306 877 94A 396 208 977 0.0 330 262 3" 288 725 22+0 311 24-0 321 20.1 377 720 317 18.6 E77 10A 340 14A 377 17.1 300 W ,•• 111 b 37.4 367 57.0 579 32A 567 51.8 316 288 567 27.0 343 232 300 264 309 20.8 387 22A 30 16A 357 201 301 144 mw 17.4 200 � X Q ' N 120b 20.9 908 29.8 2iB WA 80B 20.1 271 2fA 306 21.7 270 10.3 308 192 20 10.3 306 17.3 2M v 14410 17.0 ate 172 106 Q O • a rn rn TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA Ana or o T x46mCMu tad cL91 v ttAnd 9mtet (ppm)X/ANCHOR CAP.,•m•�_ANCHORCW._ aim4tmt6 R tkrorae 3MCML ``MULLION CAP.a•.,a• AndWTpa 3rtB•Ebo(0mson t Son LMMM tmvm 3fir Sm unwan 1VMw 196mm 1A 6It8'taos 1AW9sa 8W 010 Bt4a1 0128teel 068mN AmaholCtlp Petlama fW 13nT m al M 0c•w�ewea(061 av+61a61 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edpe 00lwas(b7 r 2.1a r 2.1/C 308• r 2.1rr r 2•tr r 3-018' r 0.46• O.W o.sz4• C/1PACITY REQUIRED"CORRESPONDING TO AN Ea104datM lb Ile tart t-w 1aa• r 1-uc MW l•1rr 1.ur 144' 1-u4• r tart tars• rediae ACTUAL PRESSURE REQUIREMENT FOR THE 2 AaMs® Aga alam+dsdnrdael tx00'p•162k 9M- " - Moms to"00 00 W 740" Oma 600" rine 3419• 200 - OPENING.WHEN IT I3 LOWER THAN THE MULLION 4An0mQ22r Mh O.al8hdsd(810b8OClp alp.35 700 RD 70098 5M 9s 1410" ONbs WA swan NIA MOW WA WO- WA M2- BM- 1110- CAPACITY(FROM YIELD MINIM MANCHTHE ER BAn•dm®t.76'Mh O-alBWd•d{v07e�05p 6'4.4 BROW 110000 WA NA WA WA 750- WA WA WA WA 13MW tiro- 224000 M CAPACITY WHIG YIALDA USED MINIMUM ANCHOR 4A1sMOm�9"MOt O.alTy'h6Angb 07ps/ .6j 7MW 180- MOW I00W 1aM- !x0- 50" WA TW" 749- M0m/ 10200 BM" 8M00 112000 CAPACITY WACHMAYBE USED TO QUALIFY 8Aes6om®TA9n.OA 160216 An91a C9ps/Pf0.8J: 117000 H70" 1079- 294000 28N" 510" WO- WA 114000 112200 tm" 2638- 1022- IWIns I8M" ADDITIONAL ANCHOR OPTIONS FROM THE 4 Aroho•1D 0.46'00-0 as/Lap,Idp.125•A4m.(Fi9.7k WA WA WA WA WA Nd! NIA NIA WA WA WA WA NJA WA 14M" ANCHOR CAPACITY TABLE PROOUC7 RBVI3BD 2 Anoh c,IU-c•Mb.O.ClFCp(Fp.a3 9MW 95000 290- 706" (1500 NbA 2M" WA 315" WA Ho- WA 341- 46- 6M- ac-0y(o6 with do Fig" IMo6as 1.10•Mm.O.0iPaq 9k 60" 7M" Nu WA WA NIA 3M" WA WA WA WA WA BMW M6- 100- 1.000' Acceptance NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'Rd Date /jpyt TABLE NOTES: By MIsn11 FIGURE 1: FIGURE 2 FIGURE 3 FIGURE 4: FIGURE 8 FIGURES:• 3 SH 1 F I STRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING.SEE 141 r 11 • • • • • • • • • • • • TS f'a�QR Et RI�I fAUA710N METHODS. �% , �`,•OEtJg•1/�� i��/ T Z •• �UMEAi IN'iEtZq wOIS BETWEEN MULL LENGTHS ANDER OPENING WIDTHS IS ALLOWABLE- it • • • • • • • • • • • • • • • • • • 3)?A&WIVAND 11111121OM0 1P3 SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-x1.HOLES 4.0�' _'r`•': Na 58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-x1.FIGURES SHOW -_ FIGURE b: FIGURE 8 FIGURE 7: SUGGESTED.APPROXIMATE HOLE LOCATIONS. • • • • • ••• 4)"BSiRA71E8:CONCOETE SA((1LL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %p0•'• TARE F a �• • • CONCRERl BLOCK rMUbirrAIV 661 S&M.ALUMINUM S ALL BE 600.WOOD 13E A MI IMUMPRESOF-12V ATED HICK STEELELLO 12b' (t tiCOR10P.•.• • • • • • • • ��PWEWIT*IAI�SdOFRIiB.ALUMINUMSHALLBE8083•TSAND BEAMWIMUMOF.126'THIgC.3TEEL ' �C '••.......• \C�•` •• • • U➢S TO Aft (!M GRJbEa3 AND•045•THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK II�� 1 ANGLE C10'(FIGURES 6&8}MUST BE U3�W PAIRS ••• •• A�{D A38. ANGiOR�EOTTt AL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL./10 8 r X4•X.125 A.LYNN�ArI R.P.E. Al2 ANCAi R3INT0 OD MA STEEL.1&S8.S.OR4103.3. MULLION FL P.E.ffi 68706 ••• • • • • ••• • • • • • • • • • • It • • •• •• • • • •• •• • ••• • • • ••• • • TABLE 7A Mtflbn CaPaCRY Table Opening Wtdth(Lorlm6ae0y3pat7Nng mt9l -Opan168 H•l9M(for llodwrta4,spmrhg mMorts) kkid 601. Sol" 701. 80h 00 in twin lZ in 146 in 16010 1241.378 Rmftvp r I dam' me TMOTd . Rwbnatdw I TMOMMe. R TSF Tmpn5M0• TispABmq. tlwlmipWa lb�pritlso9. Neal•w1/m TmplWmq. R4Nag4a 7mp81t0y. 6 Atam.TtlbeLamft LaLA0 ft $$L-Av Em" tasov Lmbne Loaft $atoaft Leaft loaQr4t Lonna $tLaedog Loa+B I-" Laaft LaMoD L"ft �Y Munton if 8 N 4461. 17U 820 170.0435 174.0 784 170.0 474 174.0 886 170.0 608 170.0 W2 117&0 61e 170.0 1118 170.0 621 170.0 1210 170.0 621 174.0 1488 170.0 611 !MA 17201?" 621 174A iml Imol 621 0 W IIILLLL 481m Ina m8 170.0 W4 170.0 00 170.0 084 MA W2 1740 00 170.0 1153 170.0 601 170.0 1278 170.0 877 170* 107 170.0 880 170.01 1700 I 1760 W 170.0 1882 170.0 880 181.8 2024 174.0 880 '••� _ am Mn IM9 70 170.0 883 IMA 40 170.0 621 170.0 1046 174.9 864 IMO U95 1740 723 570.0 t345 170.0 747 IMO 104 170.0 766 170,0 1780 170.0 768 166.0 1016 170.0 768 130.6 1818 1740 768 54 t 170.0 7W 170.0 612 174.0 868 1740 801 IMO ltte 1740 764 1740 1274 170.0 803 170.0 1484 170.0 827 IMO 1684 1740 868 168.0 170 170.0 061 151.1 1700 170.0 081 120.0 1748 f750 84t W 80b 170.0 868 170.0 701 174.0 IOU 1740 7W 1740 126 1740 078 0&0 107 170.0 1114 174.0 1694 170.0 998 166.0 t6le 170.0 1033 129.8 1018 170.0 1083 111* IWO 170.0 1062 92819 170.0 1063 F=- 631. 1740 920 MA 746 174.0 1118 170.0 660 1740 1302 VLO 90 170* 1406 174.0 1016 18&7 1642 170.0 1076 t0.0 IOU 11.0 11M 117.6 tW 1886 1168 100.7 150 167.9 1167 86.1 166 167-9 1157 8816 170.0 971 170.0 769 170.0 1188 17U 003 170.0 1364 MA 1402 MU t47J 1740 1086 142A 1472 186.0 1146 GM 1472 MU 1130 MIA 1472 747.0 It08 WA 162 146.0 1104 60.3 1472 140.0 t104 � Z 7210 170.0 LOBI 1mA WB Inc 1274 170.0 t009 15U 1320 1862 1101 1320 I= 14LO 1082 IVA 1520 1372 1088 106.0 1374 1246 100 662 W74 117.0 1024 76.4 1320 112.0 1013 892 1320 1126 1012 '� W min 5740 1122 174.0 967 149.0 1164 160.4 1013 1242 1164 139-9 094 1122 1184 /262 WB e0.T 1184 116.0 W4 a" 1184 107.5 942 742 tt04 97.6 ON 84.1 1104 831 eW 641 1164 923 978 � 4. y 741. 188.1 1124 170.0 OW 1344 1124 147.0 986 116.0 1124 120.6 984 103.8 1124 116.0 OM 97.3 1124 106.8 Ole 632 1124 a" an a92 1121 a" WB wA IVA 653 681 61.9 1124 632 878aa- B01. 1041 04 111.0 760 WI 844 843 730 7y2 8" 821 724 WA 8(4 732 712 641 544 892 702 642 884 81A 80.7 45.0 884 64.2 876 348 884 00.0 088 328 644 47.7 BE arj OOO��VVV�� o 89h 651 742 8tA 8&1 7/2 741 772 862 83.8 712 W2 841 847 742 048 631 492 742 671 822 450 742 492 614 97.1 742 43.6 800 872 742 382 690 27.8 742 372 664 Co "S In SM 688 022 630 621 688 622 Wt 44.7 6e6 490 613 39.1 608 412 006 SU MB 37.3 400 312 686 342 402 2L1 686 20A 461 22.3 880 248 472 192 666 24.7 466 CO) 4+3 111b WA 605 646 003 46.0 846 446 484 02 80 422 487 28.0 684 302 480 320 5W 314.21/73 250 846 31.3 487 242 806 27.1 47 202 006 2L3 448 140 60 221 4a p X I=b 459 ♦75 482 433 38.0 474 340 429 322 474 337 420 2e* 474 28* 414 262 476 248 40➢ 229 476 242 404 10.0 474 21.1 3e6 10.3 474 157 967 14.3 476 172 361 TT 146 h 244 330 287 306 2LO 570 224 301 140 bm 192 2W 150 310 172 292 Q r TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anehorce a Table Subdtdm 79coro1Ne &5k Cow CMU Famew PT Yvp1 (q_)X�ANCHORCAP.,o,,,�aANCHOR CAP.- An OWTO& Sir MW(fte vrfto Imam 4furmm 3rwEbo oraom IM't��® f18" Vr88EW 6Eb0 IW 68 Ek,* 0081W 6128146 6126Wd sm MULLION CAP.,,va„ AnOh•rCIpPaUMS ueaAgWaGdor Omm AM689W 82MOM 80"(M ame.t66) USE THIS FORMULA TO OBTAIN THE*ANCHOR E69edWnoe r eta• r ata• 3410 r 2.74 1• 2•Vr r 3-mv r 0.M• &W 0.S24" CAPACITY REQUIREIr CORRESPONDING TO AN Ew••nnNpa7 we 1114" 11n- 1114" r INV 1-w" 1.19" 14W 14W 1-1rr r I" 14V 7®b4 ACTUAL PRESSURE REQUIREMENT FOR THE 2Arlabms04.771110.04,/8t1MWW G*(FI0.1 06 30D 06 4509s OW65 IM a 27090 26006 354 to SO _F4_n. 06 lbs to tin 06 OPENING.WHEN IT IS LOWER THAN THE MULLION 4A Wm Q 227 Mtx 0, 0./811 00ad(B ormoCOp(Flp. Twna 70036 mom l4f0a subs WA MrA WA wars WA 84006 WA OB27A 84606 11209» CAPACITY(FROM THE TABLE)OF THE SELECTED eAnN•m 4 t.tsAWL aNandidterom) PlF 06 /40oa WA WA NIA t9A 78006 WA WA WA WA WA 134774 lMft 224606 MULLION.ITWILL YIELD AMMMUMANCHOR 4 k1ftm 9 r kft o.11.t(2)2iaAePe QDD7t7p.6k 7eob3 mbs Baba 158006 1848bs 6Ma 5w wA 74006 74609 880" 189206 eta 84506 I120a CAPACITY WHICH MAY BE USED TO QUALIFY 6Anonem®04606 aarl�2mAnye cap3rtFto.e3 I. 11mbs 107406 234606 2806 moa 84006 WA n4o06 t122a b20a 282806 a 132706 *11W" ITIONAL ANCHOR OPTIONS FROM THE 4AtNrs411Q4pOBa.Qa/VCFp9do.1ffi"AMn.O$7x WA WA WA wA WA WA u% wA wA wA WA WA WA ANCHOR CAPACITY TABLE2Anobas®229 Mb.QO/F42b 079.85 3ma a 2eDa msa 47e06 NA 29906 NLA 31606 WA 44006 34106 44206 PRODULrmvi 6D4 Ambom 1.1r14h.QClFdpMSr 4ma moa WA NA NU WA 38006 WA WA WA WA N/A 80206 88406 m0=plyfn with aw Flblida Coda NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANC}iORVALUES AS THE STANDARD lamBWldha. -� 7.082' r �j 1.000' r peaaptance pb 1(.-.&2,1$.0:5 Dma 1621 TABLE NOTES: gy FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION L'rod06t • • • • • • • 10:6 FE£(4EF&TS 2-VPR GENERAL.INSTALLATION MMODS 7 7 t 1 Ill r• • • • • • • • �7 .(LYNN mt ",/2) E!RRNTEMIMATWNGETWEENMULLLENGTHSANDIOROPENINGWIDTHSISAUAWABLE � (• • ••• ••• •SW -2 HOLE8'b BE 9ILLHEOD ENSKM SEE ISN THE FIELD ARE�E1D FOLLOWING FOR TO�NAMI.RESTRICTIONS 4.000' 4.000• ` .• •'•.i<�� SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 FIGURE$ FIGURE @ FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,(�L'y r�' ' U • • • • ••• • • GRWt FIBLeCICONCREIE BLOCKUNR(CMU)SHALL CONFORM TO ASTM 0410.WOOD SHALL BE 8'1 YE J 6 :lily • • • • • • • PRE URE- TED IELLAWSOURTHI&PINE ELSTUDSTOFOAS.AMINIMALUMINUM MGRASHALL GRADE :Ute' �LOR101.•`7C •• • • Tb AND EA IN OF•12l�THI(rd(STEEL STUDS TOBEAMINIMUMGRADE33AND.04G 375' 37b' i lr • •• TWCNa(18 E} II TO BE ATLEAST.126'THICK AND A&ALL ANCHORS ANGLE CLIP(FIGURES 5&8)MUST BE USED W PAIRS. •• • MTS ME 1AI�HALLL AT T 3 SCREW THREADS BEYOND THE MATERW &10&k12 1"X 4'X 378 1•X r X 375 1 r t[Lj 7 T-MULLIGN a1t1LL10N A L t.P.E J W705P.E. ANCHORS INTO WOOD MAY BE S7'EEL,1&88.S.OR 410 S.S. FL P.E.$58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t TABLE BAh � mumn Ca"Gay Table Obam pw� OpWdn9►YIMVor mafore•r Opentrl9Het9M(EOT more) • 50 In 6DIn Ab 90b sob imin win 140b 1600 Reemllpl• Tepl6an@• UW-r4- t 'Q'epnea•• 1WWW Reden•im TwAvAp. Rftft �er tom• 'aeP 7N P1er TeE+ +9• 1ledwwsr vwWom pp a 8 ox L�ro Lo 9 L01 Loa6aa uwdn9 I.nednp lae•ng 18aanp Loadnp Loa" 1� Loaft 1,anG+9 loadhy taemro 1aaAag Loadti9 ^Y. Mr Alum 111111111 1111 1Tube Va � � � 1a t1 i1 1111tj 421n 17U sza In* 496 IAA 1 744 1 MA 476 t70A eea 17a0 a9s ff"I 882 170.0 616 1AA 1116 rm 621 tAA 1240 170.0 621 170.0 1469 170.0 6a1 170.0 1796 17070 621 Ins 17M 170.0 am 0 4613 170.o 70B 170.0 iMl 17070 860 17U 664 770.0 BA 170.0 670 170.0 1W8 170.0 681 tAA 1276 770.0 W► 170.0 1417 170.0 6700 16706 1616 170.0 68D 197.7 1646 57070 880 11&1 1616 570.0 880 6a87sb 17070 Tp 170.D QB9 17070 868 17070 Wt 170.0 1016 170.0 Ess 17070 1186 17070 727 170.0 1740 17070 747 1WA 1488 f70.D 768 1893 1}88 170.0 769 1%.3 1466 170.0 766 101.4 1468 17070 768 64b 170.0 707 170.0 812 11DA 90.8 17070 691 170.0 1116 17070 764 170.0 1276 17070 sag 1611 I8T6 170.0 a37 14&a 1970 170.0 668 1229 1970 170.0 881 1DL9 1370 170.0 861 81.7 we I".0 681 fn F win 17x0 0.86 170.0 701 170.0 1089 17070 7W 10.0.0. 1168 VMA 670. 180.0 1166 1WA 0.70 12970 1188 768-8 819 111.2 1168 16070 1112 9-7 1169 14U 808 714 1168 14470 806 80.8 1189 144.9 906 W j 8901 170.0 WD 17070 746 760.1 1011 MA 8e0 197.2 1061 160.9 an 120.1 1061 1420 0.18 108.7 1067 132.9 eW 80.1 1M1 178.7 870 eat foal 11Q0 an ou 1061 1111 921 ao 1061 119.1 am N cc *in 1W.1 707 VU 768 130.3 867 INA 606 110.4 967 194.0 TBD WC4 0.17 tMA 777 928 9W ICA 7W 89.6 887 t9s-8 769 NA 867 100.0 M 617 %7 sag 746 60.2 867 ae.9 74B z 72In tzar W4 1363 898 1W.3eo4 110.3 24 916 ea 101.3 en 90.4 90. DWIA Geo n4 M at eao 64.4 M 719 843 6970 0.w 723 6w 4870 M 698 see 40.2 804 sae on Z Mn 599.4 722 114.4 630 012 722 072 816 7B3 772 W3 608 ea4 792 79.7 480. BOA 722 70.3 680. 67.7 772 66.6 660 4670 722 69.6 670 .'•.1 772 68.7 are 3470 772 0.63 604 � � r, ate-• Ab 1012 686 1068 800 94A 886 60.6 666 729 086 716 W7 639 886 708 080 612 986 64.6 660 0.0.6 896 80.1 60.9 423 688 649 649 30.2 996 61.4 697 31.0 686 60.7 698 I.. Q .•. C sob ou 619 ou 467 6470 616 WA 40 47.1 615 60.1 441 41.2 816 44.7 434 968 618 4070 429 99.0 616 7570 472 778 616 39.1 419 23.6 676 308 4W 20.6 616 20.1 MO X t- 88b 6{9 469 70.6 404 469 469 47.1 3W 30.6 40.3 4170 981 9370 469 3970 986 702 40.4 310 370 0.2 469 314 374 22.6 4% 28.6 SB8 *A 463 24.8 380 17.0 463 22.9 360 O 101b Sat 368 310 3n 31.9 Sae 326 319 272 366 2870 Sts 2370 366 262 908 212 988 227 0.04 19.1 968 208 300 1670 380 10..0 298 yIn 11th 911930. 3670 30.9 209 338 30.1 301 20.1 336 20.7 2W 2770 338 293 268 10.6 330 2" 289 176 338 tat 286 Ln X N 1261M W8 20D 263 261 232 290 236 180 tae 290 20.6 266 17A 2BD 183 las 10.4 200 1870 219 U0. Cl O 140.0 10.1 101 te9 tae �U�1 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: AndorCauspu Table (ANCHOR CAP.,,o,�, ANCHOR CAP.- 2.71 AP.- 2.710aetee 361:GML N 0.w FMOOMU Yrme JIM (�)x`b1ULLIONCAP.=)/ Eng.pro I W88 StB•pea ve se WDStea Wasm• mssmel AnehorClpPattema 3n1rowt18mem v4•EkoulwAn Uttatan 1109 Elm veoleoUsracan AggeUelat uaeKol Ag9m0etor arm•(60)s1r•r61B ser•ilrel USETH[SFORMULATOOBTAINTHE•ANCHOR tsps Oletmtca 1- 2.112' 1. 241' 910 r 2-gr r 2•Ur' 2 StA' 2' 0.4r ow Daze CAPACITY REQUIRED•CORRESPONDING TO AN Em9eamml law• 1,pe taw• tse 7 1•w• 1•ve t•ve 1.118 1•u4• 1Ne 2 lam• 1415 � ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhM 04.75 MIS O.C./Slamam OedClp(H9.1}: M 990aD 4MIbS 80D IN 191401 17008 28DEe 964M Too 674106 seams •a St•s 44290. 68D9s OPENING.(FROWHETHE LOWERTABLE) THETHELECTEN 4 AMWs 1.15 Mh O.G 1 swKw aw (H9 n 480018 70D 20. _NA wA WA WA 30D Ws NIA WA WA WA WA W re SUMS 112D I CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMtW9Ab9•Mh o..03M2BAVOCIISI 987 RDm9 7BOas 69003 1aAM 1808•$ 110se am" Na 7801bs 74908 are 1892Is 68205 OWN 1120.8 MULLION.I7 WILL YtELDAMINIMUM ANCHOR 4 Meme 0.45 Mh QR1U4n0.600.125 MM(Fy.4T NIA WA N/A WA WA NIA WA NN Na NM WA WA WA WA t48D 69 CAPACITY WHICH MAY BE USED TO QUALIFY f A3U•rJr•C4 v%Z 196 b9 106me 225 VA 44a8s 920.es 19603 1a to 1770.8 Wplba /albs 0.92 ma 479106 170.8 22568 200.0 ADDITIONAL ANCHOR OPTIONS FROM THE 2Arclne L15 Mh O.nJFCO 8j 2AD®s 90.02s N!A WA tis\ Nll1 190•s WA NIA NU WA IAA 341•s OQ 96 66098 ANCHOR CAPACITY TABIE. fROb117.T 123VI5ED NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ea oemd6 with Ye Pita mea No�6�C218.o3 FIGURE 1: FIGURE 2: I•�-1.260••�I 'mien Date ,ti?bZl TABLE NOTES: • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M 1111E %%j I I Ca@ \11111111 • ••: UNFAR•ItT p4LA�IOt^EEM MULL LENGTHS ANDIOR OPEMNG WIDTHS IS ALLOWABLE. \``� QN•(LYNN'1414,111, Z� FIGURES: 00 MULLION AND I411J►IrON CIYPS SHOWN ARE NOT TO SCALE.FOR DWCT DIMENSIONS.SEE ANGLE • • 1 S A-29 HOLEWO BE MUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �r • • • • BCLUVANSTEBE ••• sHOWN OM9HEETS A-230MURES SHOW SUGGESTED.APPROMMATE HOLE LOCATIONS. _ No.58TGs = ze6- IN PAM 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -•q 8• it CONCRETE BLOCFIGURE 4: FIGURE S: FIGURE S: • ••• GME4WESS Mi6TREATEPYELLOW SO SOUNITUTHERN PINE WITH AN SG OF ALUMINUUMMSSHALL BE T I CONFORM TO ASTM C-90-WSHALL S'� S 1 E 0 T • • • • 6086 AND BE A MNM7IM OF.120'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND !L O..... . 136•X3.18a'X.288'MULLION %,F .... a • • • THIC 13 GE}WRRUCTURAL STEEL TO BEAT LEAST.12V THICK AND AX ALL s'�Q •• • • API f D AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL tt-1/4•VF MULLION) 1�1 j • • • ••• • 70108125 OR8110 fj7 O BE STEEL 18.5&S.OR 410 SS A LYh(PB+IieI 1 t 7D P.E. FL P E.#687O5 • •• •• • • • •• •• ••• • • • ••• • • TABLE BA - M%d0w Capaft Table openmo Width(br7e14rr ap4minp mliotm)w0 IIIng H9 bt(brhwlurde"pamkp maom) �+ bob 60 In loin Mb sob 10010 7010 140b tech �.gf Reams i T• RkW RNWWA4r I Tu7JMmp. Reat•pnv TmvT0an9. m141ane4a. 1apI7Qm9 rteetenpdc T•TrtBaoA tiaouaOWr T•pi01®�4. taaun9ea Tap7Nnp. Rletngatu Taptreang Toert6enp. g 106.It 3.25100 tobYq 1.480 LOaAi• 1,od1o9 IaOYO toaAnD t4aQn9 Los" to ft L=ft tooft Loaft 1a46q Laedi• la11bp l4eaep Loadnp Loa41n9 Y4 mum=Ajum7a �� I IIfill, liI Ia1g 11 1pig 1 1 # 1 1 1 a a a I a $ m 1 1 Ji II III #X 111111511 11 191 11 if II II II I II II II I II I II I I I I I ak. MA 870 170.0 448 1700 744 770.0 476 1700 666 IWO 600 1700 W2 MAI 410 110.0 1118 1T0.o 621 169.3 1116 1700 621 127.7 1116 1700 a t Iota 1116 170.0 621 M9 1118 110_ at 4510 1700 708 170_ 6214 1700 6.11 1700 UN 1870 010 IWO 610 1401 ITS 700 881 1684 JIM 1700 877 117.3 918 170.0 BM 079 WB 170.0 680 039 916 1700 MO 789 178 Ilao BM 6RM6b 1700 la IVA 483 1700 BBB 110.0 Mt 1407 97 1700 034 131.9 977 168_ 700 1173,927 1681 681 1069 ON 109 818 87.0 027 1683 886 T6A 9.17 1689 6W 880 487 1483 eM � a.L � 54b 1To_ TOT 1700 812 150 BBB 700 SM MIS BM 1699 887 1160 BM 1418 BM talo BM 1340 IN 02.7 889 1209 864 77.3 BM JAB 832 660 880 12U OR 67.0 BM 1280 662 LU 0 001, 1452 746 1630 MI 1104 748 I= M0 IMS 746 1179 808 80.6 116 1079 QM 79.8 TIB 101.0 648 110 740 BBA 487 M.T 748 963 648 613 748 90.3 1148 449 718 BS3 648 (� sH Old 123.7 677 1320 678 talc 877 1133 648 Bao 87 IODA 848 7T.3 W1 910 50 80.1 W7 602 6M 81.9 W7 81.0 631 519 07 770 14421IL'al7 707 874 367 87 1&7 SO � (J � J R BBB tWA OR 114.1 6m 89.7 617 W9 619 16.0 617 8RS WO WA 817 X3 600 MA 811 ILS 484 48.8 617 1167 'IM N9 67 8481 BA7 448 358 817 1131 448 a 7210 WA 618 W.1 160 48.1 418 749 410 483 818 863 432 5t9 618 486 425 483 618 54.2 419 NA 618 60.7 414 AS 518 460 45.0 406 269 418 460 405 Z !!) 76b 709 486 T57 4W 657 448 629 3W 609 448 649 390 441 486 48.4 331 352 448 403 W8 363 448 42.2 314 48.4 148 1103 38.6 381 11.0M 680 SW 644 4H W1 318 480 141 009 R4 408 441 404 3W 303 IN 4L8 9M 340 N1 387 9M 97.2 Nt 340 t SM 318 20.1 01 321BDb 420 992 458 988 S6A 894 WA 248 80.3 399 M.3 281 285 332 2811 280 23A 332 20.1 278 213 332 24-1 271 ILT Sri 41.3 490 248 13.39W td7OBb S6A 2W 489 280 901 201 1.3 258 25.0 IN 21A 248 210 201 23A 218 IRA 291 2L3 248 174 291 499 241 148 291 17.1 1 160 232 Z G = O Q L 1086 219 930 2a1 208 404 780 248 79 230 183 201 t6A 230 102 188 x p 11110 74.8 418 23.1 1W 1RB 418 191 104 210 10.6 iBt 141 210 Ha IN 1208 73 1W 164 170 140 167 1W y N TABLE 9B JMohor T_hfe ANCHOR CAPACITY ADJUSTMENT FORMULA: g jIY swebeta 2.71CorWft 343 can. lbborg0l FAb11121U M 4Ie1N ANCHORCAP.,,e,,,,, 6N8'Ebo 114.88 M 6/16•Ebo 1/4.88 Wo 41041etl M2102W MOW ro�)X C )°ANCHOR CAP.,., Anoh4r7ype: 3718'ElOe 1010:0 WflWU204m RRA o UQielm !f/•Fl4otA4mm MULLIONCTO OB�, A1191forC8pPirttem9 �800A A W1Bp0° A1�+eMr X1'488 8018"' �"� USE THIS FORMULA TO OBTAIN THE ANCHOR E6pBmom r ave• r avr 3.1x8• ave• 1• 2.117 a S•v8' r 048• Obr 0.333• CAPACITY REQUIRED'CORRESPONDING TO AN FinlnNonOM tow• faro• taro• 1.314• r 1-ur 1-114• 14W 14M t-v4• r I-TV tare• versa ACTUAL PRESSURE REQUIREMENT F•ORTHF 2X=48416' 0.R! ortMeel gtp(gp.¢ E On 109 MG-440- 0s 354 ft 40 W40n 884 Cn 91800 31 2n 412 103 OPENING,WHEN IT IS LOWER THAN THE MULLION 4A0ob4w®LIVMh Q0.letan 690cae60t8h(M 4 4Mbs ICs WA WA WA_ 3M 1s WA WA NSA WA NIA 482168 BMme I=to CAPACITY(FROM THE TABLE)OF THE SELECTED IAaMNte@r1A10.G/0')240AIgb[$6J{Fq.9k TBDM 7BOOe 11802.3 16602.3 1888 be WObs WA 78020 748 m9 880011 / 103 648 Bp 881 mB 112010.3 MULLION.IT WILL YIELD A MINIMUM ANCHOR BAnnbm 'DOW 04P IBR QC.I1300•b62.100"Ab94(F6y 4k WA WA WA WA WA WA WA WA WA WA WA WA WA 480 bo CAPACITY WHICH MAY BE USED TO QUALIFY tAnouarFcop(Fq ak 108104 19529 22590 44500 M2 ma 14000 OYU 37020 167 me 33200 47320 11090 221m4 4n ADDITIONALAICHOROPTONSFROM THE 2A=baa 1.16•i OA.11= 6 26Dp5 340 ft 760 -Na WA70016 WA MIA WA WA WA 341 Abe 44206 64810.3 ANCHOR CAPACITY TABLE. FRUDUCT REVI5ED 0 cmuplyity wI41160 Plartd9 GURE1• FKiU E2 TABLE NOTES: n2W BaiNo r�la,D� *. M."ro OPi- SEE SHEET 1 FOR EETRUCTIO R ON RAL I THE TABLES AND HODS.26 FOR IAffORMATION �ON LOADING.SEE SHEETS 2.4 FOR OENEftAI.CNSTALLATION METHODS. t i! • ••• • • • • • •• IGURE 3 •• •• 2') ••u �LA*510? ANEENMULLLENGTHSANWROPENINGWIDTHSISALLOWABLE. to a ANGLE• • MOD 8K1LtlM CNIS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE qJp9 '( ••• 8 �- O gE MILLED W THE FIELD FOLLOWWG DOAENSIONAL RE3TRlCTION3BE USED S OStiEET3I-23`t$bURES SHOWSUGGESTED,APPROXIMATE HOLE LOCATIONS. No.y8705W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.FOLLOW ANDI,FFGURE4 FIGURE 6 FIGURE 8 • ••• GROUT-%im CONCRETE BLOCK UNIT(CML!)SHILL CONFORM TO ASTM C-W.WOOD SWILL •100' upLid • • • TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE :'� S'tA 1: F ; BEA lt�I 180'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND O ••• • • 18t� STR 8TEELTOBEATLEAST.128'THICKANDAML ALL i'��v•��OR\D?••�f�` • •• 41NCilORSWjOb7�F�AL AT LEAST33CRENfTHREAD3BEYONDTHEMATERVU,. 1•rXN.1� •• • 818 8 812 ANCHORS NTL)Nn4 I& Y BE STEEL 18.8 SS.OR 410 8.S. A P.E. • FL P.E#58705 • •• •• • • • •• •• TABLE 10A melon Copmay Taw P-) ) �s O mrdno Y11d3t(Mr9ertha tap nmut719Am)arOpeeIn6 MsI6M(f9rMmizoltalyspe1D1b0 t wfts) Wb 00b 70b Wb 90b 500b 110b 140% 1Wb 9 14 Abd TaA'JdonO. R401etgnier TinpRdeng. RMmFifr TnWlf6mg. IbQaepdw T•plldmg. RepagWV T•pTdv06 Itubm r T=Wfty. Rw gdu Twdrd-9• 12Sa328 " Trlft RL.*q YLoldbe L-09 L=ft 4ft Lm•eg L"ft LuadnO Los90g LolObg laaPn9 LadnB 4.ceeW 4a4inB 1e66bg la•iqXAM >! AWRl.Tabemumon b T8 N u Tia Rd O 4210 U0.0 ON 170.0 496 Inn N4 V" 418 110.0 900 170A 608 110.0 892 IT" 69 'TOA 1115 17070 631 17070 1210 11070 Wt 170.0 900 170.0 681 UOA 1736 170.0 631 170.0 1009 57070 621 W 46In 170.0 IN VIVA ON 17" NO 170A 681 1700 00S II" 870 INS 1100 17070 661 170.0 1376 17070 SIT 17070 Utt /5070 660 'TOA 1700 170.0 680 too.? ----_INS- 1700 000 14&6 1978 IJ0.0 870 � a L 470 60A76b 170.0 747 tt0A 009 570.0 896 im 691 wS I= 170.0 684 170.0 1196 17070 733 170.0 1946 17070 747 17070 USO UOA 768 57070 ttW 170.0 768 975 1877 17070 768 133.6 1877 170.0 768 o 6410 170.0 IN 1TOA 813 17070 N6 170.0 Wt 1100 1118 1702 164 IMA 4316 170.0 803 tt0A 1134 17070 897 170.0 1001 110.0 668 168.4 1700 170.0 861 134.1 1768 110.0 861 117.9 1100 17070 861 m N BOin 170.0 816 tt0A 101 17" 1000 170.0 107 90.0 1219 III" 870 MO U77 170.0 8N 161.1 1611 170.0 696 U6A 1611 INS 1033 9070 1611 170.0 1083 10870 1611 170.0 1000 90.8 1651 11070 1983 � � m Win 170.0 890 170.0 745 170.0 1116 17070 660 11070 13D2 tt0.0 910 MOS 13M 170.0 1016 1591 INS 170.0 1078 iffi9 1910 1&A 1981 10170 1970 1660 1073 00.6 970 166.9 1070 789 1370 1009 Ui0 d WI0 170.0 97 17070 700 17070 1100 170.9 800 10070 UI9 U0.0 1002 98.3 1348 1005 1018 131.1 U4B 141.1 1000 100.9 1218 9970 O00 60.0 1248 00.4 013 US 1118 12LO 916 08.1 1218 INS N6 Z J T2tn 1675 1018 11070 870 50070 1049 1601 892 11970 1000 93.1 N6 101.8 1000 119.1 880 003 IOW 1017 810 00.8 1049 1021 NO WA 1049 94.9 87b 00.9 1010 913 008 00.4 1018 N.1 910 J J = z n't" 1421 941 tf9A N2 ttu 941 tum" BO5 1012 041 1111 791 003 841 INS 771 70.3 %1 00.1 786 7U 811 BSA iN 006 041 77.0. 711 61.0 911 7470 797 44.8 861 73.3 730 < < 70b pL0 884 9770 708 Ica 004 1189 7N 011 ON IMA 763 N9 006 9L9 740 13.9 Ni 84.1 730 OWL0 004 769 731 6670 BBI 70.7 TW 47.1 BN 6770 701 N9 890 88.1 008 N <_ 90b 069 N1 WJ ON 710 N1 748 686 GSA NI 889 N6 53.7 NI 003 WS 47-1WI 620 600 410 Nt 4970 651 00.0 071 70.1 639 30.7 871 30.7 001 26.9 811 NA 630 m z WW1 0 X o < 8816 708 WO 122 6D 6970 690 6570 69 WA WO 63.4 600 N.3 ON US 600 90.3 WO AM 484 SSA 000 39.6 400 38.6 680 31.7 417 269 69D 95.6 009 321 69D 2870 464 p 10im 49] 486 6070 421 41A 466 42.8 411 36.6 4N 371 408 55.1 408 US 402 NA 468 287 398 970.9 466 VIA 991 10.7 IBB z9.6 382 UA 486 211 916 16b 4W 189 310 0o < 11110 4670 141 48.1 400 961 41 009 393 33.7 M7 9a1 397 28.8 4N 302 = 26A 441 V.2 NO 228 441 2670 Sia 19.1 MI 21.6 SO 970 41 509 968 119 441 1T5 361 11Db 00.3 970 970 3M 991 910 91-0 990 26.0 378 1870 311 2U 370 23.1 318 20.1 978 119 916 18.1 378 195 921 ILL 370 iB.T 3H 2 LLo � N 14410 3170 162 311 242 175 100 970 298 15A 262 16.9 298 O O a < AI TABLE 1 ANCHOR CAPACITY ADJUSTMENT FORAAl1lA AnoherCepOdlyTANS(IM) �� woad Mtl• (Di�)X/(ANCHORCAP.,,�,�• ANCHOR CAP Z71 780.4 mm $A cam `MULLION •la 6m 14.68 ine,oto VC88Eto hosed 4Nzatwl t138ieel 7u4WtorC6pPattsm• ASwOcotamm ve toumOeml Uaaton 311e1SeoUAraem 1n•EtouBOtm a uloxm q00 • ecmr(c630�(� 84101(08) USE THISFORMULATOOBTNNTHE'ANCHOR 2-vr r a vz sea• r 2ve r 3-vr z a1re• z a46• 9Ar u1 CAPACITY REQUIRED'CORRESPONDING TO AN FORTHE F.rttOtaw• 'SC 5914' Isle2 1.1W 1-v4• 5-114• 1-vb• t tw' f tw2 1ACTUAL PRESSURES LOWER T AN THEMUOm ON Os 1841M 270 ae 108 b9 40508 N M 8661Oe 948 ae OPENING.WHENITIS LAWER THAN THE MULLION 4 AwJxn a 1.W MOL OA 18•a06aN(arOMAn400 D9 7008• NIA NA NIA NO6 880a0 NIA WA NIA WA NIA ttZo®B CAPACITY(FROM THEDA MINIM MA SELECTED 4AIt8ae®aOla.O.Q 114216 Q99! j IBDM 7802 OSOOa 16Wa6 1008106 56026 BWaI NIA 760108 7486n BBDW 100z0Y 6Wa6 886106 H00m MULLION.IT WILL YIELOAMINIMUM ANCHOR 9ADeho•®OAr VIOIL1./U .fdD.100"AM28.Q'Ig 47 NO6 WA NA WA NIA NIA WA WA NIA Nt4 WA WA Not WA 2w CAPACITY WHICH MAY BE USED TO QUALIFY tAmt•rrRw9 6X 1960# t961a as•e 4452e ea3a4 96 We 14088 tT79a N0108 1N a6 3ffiR• 4T9ae 57ob1 221 an 28069 IpNALANCHOROPTK)NSFROMTHW 2AneMn 1.'BI AO.0/F zA•9 WOBe N!A NJA tvA N01 tgom NN WA MA WA WA 911 oxi 442 a6 690ae ANCHOR CAPACITY TABLE. P" UCT It8Y1S® W cmbgfyin8 vttb WoFW46b Buldin8=16-tmis.6-s flOURE 1: IGURE 2: TABLE NOTES: 1 r • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 5 5 t I I I I 1 t! • ••• .726 n3kew y!f(•Egpp�lON tiEM'EEN MOLL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \�� pC��.`:NN....,R'1�(( RG RE3 • 71'81"1 t • • • Vit: �tGENSF'•F� �� ANGIJ! •: �I " 0'$1IfPIS SHOWN ARE NOT TO SCALE FOR DCWT DIMENSIONS,SFE 3260' 3jjj• q�IU EDW THE FIELD F0110WING DIMENSIONAL RESTRICTIONS No.50705 • • • • gp� ••• SFI®wN ONIBHE�S 8i•2316TIRE3 3HOW Su00EST®,APPROXIMATE HOLE tDCAT10N8 �•' _ IN PAiRS ` / 4)SUBSTRATES:CONCRETE SHALL OONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND $' b tr 4: FIGURE 6 FlC4URE GROUT FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 6;4• jIU'• TG F `amu FIGURE • ••• TREAT YE'LLOLN SOUTHERN PINE WITH AN 80 OF 0.66.ALUMINUM SMALL BEZ. s • • 8083t1'6MEAM �I THICKSTEEL STUDS TOBEAMINIMUMGRADE 33AND "�C'•.FCGRS�f•'�(y�:• • • • • 046'THICYa(18 GAmR17 STEEL TO BE AT LFAST.125 THIOCAND 7038.ALL • • • •0 •w • PNCHORS WTO METAL4HAL1*EX END AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 126'X 3.26•X824•MULLION A.A� ./I�niVN• 5t•�P.E. •• • t1$If#12*&HORS MTOWMD 01AY BE STEEL.18.8 S.S.OR 410 S.S. FL P.E.# • • • • • • • • • • • • •• •• ••• • •e •• ••• • • ••• • • ,f TABLE IIA MuMm CapeTebte OEM Opolft wdih obrmUoms)orOpenNp Helpht OrhmYo1i91Ts3 1m19om) 101 801 71b BO b 901 1001 520 6 1401 1601 R � Ramopw Treyftttag. R4daogtW Tmpl/tba9 Redae0ly T1elYfdm9. Reelo9'aim Topfrdm9 nal-In T�I� i oui� T�� s �o� RLamnB TLa8o9 Label Tw7d"S. Cl La6Y9 ��jY0. 1981394 LabeO La Wb9 l4oft loadn9 WoCkV Labe9 tooft Lo16n9 L-ft - MN111011 �. �. � � � � '� �� $�. gi � � � �� • say � � ti .m Lo 110.0 mI 0 1 121 170.0 820 170D 410 170.0 TN 171.0 410 170.0 868 170.0 5D6 170.0 eat 110.0 6p 170.0 itt6 110.0 621 1101 1910 HSA 611 1mA un 1m.0 621 IT" 1136 1T" 621 110.0 1983 4910 110.0 me 171.0 621 I74D aso I71.0 604 90.0 9s2 no.0 .0 lrao um 1}01 061 Ilo.o 1276 I= 677 171.0 1417 .00.0 Geo 110.0 noo 110.0 eeo Imo 1903 170.0 660 Im.D T! 110.0 BBO � y 6081 b 110.0 747 110.0 687 1TD.0 a98 it" mi TWO 10• 170.0 681 im 1196 MA 713 tin no 170.0 211 110.0 1791 170.0 '166 170.0 1183 170.0 768 170.0 7094 110.0 108 170.0 tA/ 110.0 769 111 O 611 410.0 797 1100 614 170.0 966 110.0 891 170.0 1110 170.11 764 110.0 1216 171.0 803 USA 14M Inc 831 va 1694 t71A SIC 170.0 1813 Ila 881 91.0 rtlt 170.0 681 160.2 2107 110.0 881 lb I"' 60tn 170.0 IN 171-0 701 170..0 1087 1T" 797 110.0 1710 170.0 818 1104 1417 1711 811 170.0 1991 170.0 888 1mA 4771 170.0 1033 170.0 2110 110.0 1089 118.3 4103 110.0 1089 178.0 2199 110.0 1063 8910 110.0 87D 110.0 716 170.0 1116 IT" 860 1108 1302 171! 940 1711 1488 1101 1016 ime 1R3 17" 1076 1010 18W 170.0 1121 1668 2080 170.0 1110 1;11.6 2060 110.0 1111 117.7 2060 110.0 1171 Wa 8810 110.0 974 110.0 769 170.0 1169 imA 110.9 171.0 1761 170.8 1002 110.0 16611 110.0 1086 1701 1767 170.0 1166 171.0 1916 IYU 010 143.0 1968 170.0 ISIS 1928 1968 170.0 1986 107.2 1986 110.0 1108 Z (n 7210 170.0 1081 HOA HB 110.0 aIS 170.0 1009 110.0 1444 I70A 1129 170.0 1700 110.0 1710 161.1 1794 ITU 016 110.7 1731 1888 1388 116.0 1731 1649 13M 99.1 1731 160.4 1962 88.7 17M 1609 INS g 101 110.0 fat 170A 87r 170.0 046 571.0 1080 16.06 1668 170.0 1208 UTA 1668 1562112M 1311 105 161.6 1966 117.9 1668 141.3 t261 883 USS 08.3 1208 42 1666 177.3 1918 79.7 1668 121.2 016 .I 13J 7110 Iwo101 171.0 Sol 170.0 1381 170.0 1116 1961 UH a" 016 136.0 1477 152.0 I= 1211 U77 161 008 109.1 1471 00.6 tat 90.9 1477 118.9 1tm 111 1417 1148 1158 S" 1477 1999 flu 8Db 172.0 1110 1488 988 it" 1120 1238 988 1918 1110 IS" 851 649 1110 889 836 108 1110 879 897 7L0 1110 60.1 910 692 1110 719 991 107 1110 868 878 KI 1110 82.7 Bm � X Z 861 117.0 976 00.3 072 971 Bib 2018 866 618 976 eV 816 132 810 10.6 920 640 975 TL2 817 686 876 65.1 WI pA 910 611 788 41.8 910 629 TIB 96.6 176 49 787 O 1081 871 7►1 811 898 898 771 10.7 986 68.1 171 817 W4 61A M 61.3 881 16.7 771 481 866 11.1 771 418 811 717 711 348 Sri 781 771 961 BSt 46.1 711 321 Ba I11ID 76.7 1A 779 881 68.1 790 66.0 860 69.1 130 683 640 179 730 448 891 421 730 451 626 8 730 41.1 BU 918 770 10.8 600 17.0 710 311 688 117 730 291 681 )( 001n 448 871 Bt.0 649 498 621 619 660 479 SH 449 652 71b 624 39.5 614 738 674 369 691 940 BSI 722 641 261 621 77.7 619 711 621 44.8 109 147 6'd 208 601 1441 31.7 03 96.1 400 249 499 281 986 21.8 433 251 390 2LT 179 12! 366 189 439 10.0 391 17.3 1913 19.2 710 Q O O. e- •O ANCHOR CAPACITY ADJUSTMENT FORMULA: m� TABLE 118 Ana hOrcapar"Table(Ibs) 8 LL 278tb<cala 38k/X1c ANCHOR CAP.,,",,,,, 17410 Pme0t7dU PYWme Mdd (DP )X( )*,gNCHORCAP.,m 61719 BIS 114.88 Eso 6118•Ete tlr 6s Bao MO med n26tDo 60 sled MULLION CAP.,,e,,," AROhorCUP Pattems A.AWTIDa 3"6-m.0 mlm v,&-Unelm Ultraton 91ta eu uamlm V4•E90110mcon A29 Ubm A�{gpf Barr pD6)sde7 o076) suety o84) USE THIS FORMULA TO OBTAIN THE"ANCHOR E0011MMOMI t• ear I 1• 2-ar ave• I r 2-Yr 1' 1 2.v2• r 8.7120 r OAB" I 8Ar 0.32r CAPACITY REQUIRED,CORRESPCMING TO AN Em9eand1l 119419• ter tow• Tarr r t-v4" t-vr 1410• 1-vr 1.194• t4fr r t-ffir tare• ACTUAL PRESSURE REQUIREMENT FOR THE AnWm®aIa NIA O.G I6tmtleW or 174 911 990 07 1606>8 80D96 /84499 6q 98 W 740919 2019810 su oa t®3 x2198 660 Na OPENING.WHEN it 13 LOWER THAN THE MlU110N 4A1ltltds4p)1.1a 14h QC/BlUfatW(efOM1+d}CIp 2f 480819 mD98 WA NA NA NA BBD 96 NA NA NA NA mA 88'!on 88699 112099 CAPACITY(FROM THE TABLE)OF THE SELECTED 4A01D0•®rldA O. IR)295 ODCIMIUR9 Twin 78D01 88D 910 2060919 1898.9 6601n 6606th WA Name 748 N9 86018 189299 69299 866 b6 1120®6 MULLION.WHICH YIAIDA USED TO ANCHOR 4NICtnm lj OArUh O.U.fU4:0p,bm.t07 A9mL(R94j RIA WA NA WA WA NIA WA NA NA NA WA NA WA WA 1267 to CAPACITY WHICH MAY BE USED TO QUALIFY tAndarf F47pti7 OT "593 410441 2aa em 44599 a22 no 13619 141b; 17!09 9TONa 187.9 892110 47599 T/09q 721448 91998 ADDITIONAL ANCHOR OPTtDNS FROM THE 2Anthn9 11198811O.alF 24D 810 31098 NA WA NA NA 180b NA WA NRA WA WA 241 Me 44298 66096 ANCHOR CAPACITYTABLE PRODUCE RBViSBD as complyktatrotdl the Flttrtda Building Codd 1.260' pe,xpimoe to{Co•oY.98•o3 FIGURE 1: FtGURE2: TABLE NOTES: OxpU as Date Oel • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B7 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 11 1 /11111111 • ••• • • • • • •• �((Y N�JI • 2�LU/EARU4TfltPCLA4*10NBETWEENMULLLENGTHSANDIOROPENINGWIDDTHSISALLOWABLE w`, ' ... ... ��: cENs F • • •• • • • • • 3, FlO RE 3: ClJF�4RIST •s � 1 EE�N CIPS SHOWN ARE NOT TO SCJ41 E FOR MENSIXACT DIMENSIONS.SEE AN • • 0 �n 1 cn IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS - �;: '•�' • BE USED O SH 2q-23. RES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS //,,No.58705 IN PAIRS. 4)Sl1BSTRATES CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND N' u •FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL ) � 0 610 FIGURE 4: FIGURE ti FIGURE S: • ••• TREA YELLOW SOUTHERN PINE WITH AN SO OF OA&ALUMINUM SHALL BE '� 5T^`�O =U • • • BBE AMI 1 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND F r • • • • �K l tea• U1Qq. .,t.....:•'�C��. • •• • • OWT14 1800100 STEEL TO BE ATL.ENST.126"THICKANDA35.ALL _L %. Sgt �C • • • •• ANOVORS400 METAL �D AT LEAST 3 SCREW THREADS BEYOND THE MATERIAi.. �f/I OR1AX. 111 • •• • 010 8 012 ANCHORS WTD WOOEbMAY BE STEEL.18.8 S.S.OR 410 S.S. 126'X 3.94'X.624' A.LYrmu MILLI�R.P.E. -] • MULLION - FLP.E.058705 • • IS • • • • • IS • • •• •• • • • •• •• TABLE 122 till Mltllon Table OpenittgYVldtil(faorrelBaa*sparr99mdoonsinYHelgM(tahoAxwieryape>nloBtla1111olls) � 501n 60101 701m 0010 8ON 100b MOB Jain toovwnftwmfw. th lteyaWiB• 11 7mPRden& V fob 'aeplib•m. Reoln9der T11P't »>6Plta�a Nmua•� Romm er oofttl 2x4x.25 Iaednp JB6e7ro Lwafo LmdnO t•bdl• le6dle7 LObeinp taemm Loa" � Laed160 IAS&* 6m•tq Ioedrq to56�q lmedn9 taedig SI Alum Tube Mumon fill, I 'd a 170.0 1240 511 VU 0611i 1rae o � @b 1ra0 020 17ao 43l 1702 744 IMO 4718 1702 080 I70A we 1702 0.W 1702 519 170.0 file ROA 581 144. 17ao Toa 1To.0 0221 1TOA 650 1702 as 1%0 oW 1I" ego 1702 1133 Irao 401 17 1270 IrDA Wr UO 1417 I7ao aeo 1141 702 1700 1702 680 1702 1089 I70A eeo trao 00187 neo 880 � �� co 170.0 747 ma an trao 68� I70A 431 170.0 1048 Imo 684 170.0 Im 170.0 723 1ra0 1N8 ROA 747 I= 1494 1792 768 1702 1790 1700 706 Ira0 2080 1702 709 1700 2191 1702 7186 � O ROA 797 1702 012 tTU 056 Me 891 ROA 1119 ITU 751 170.0 1215 InO 003 170.0 U34 1702 037 1702 1691 170.0 Q68 570.0 1019 170.0 881 1702 2251 170.0 091 170.0 46do 170.D 081 WCf ROA as 1700 701 t7a0 ton 17o.0 7W 170.0 M•o Irao 978 1700 107 IMO 044 170.0 1484 170.0 986 1T0.0 17/1 IrDA 1033 Rao 2M5 MA 1193 100.0 21153 1ra0 5089 /BO,$ 2800 ROA till � rn 9.fotrao 7210 I)oo me frao eso 170.0 tso2 t7oA ea trao 14es trao Iota t)o2 1Ws 1702 fare rwo feel J7o.01fa 170.0z2at trao 1149 189.7 25x5 1702tm rtes 71863 170.0 tm1TOA W4 17 0 769 1702 1169 170.0 Din 1702 1304 1700 1002 1502 15M 17MO t08a 17021761170.01 1150 1702 '91I70A 1210 170.0 2371 17aO 1278 i51A 2Q7 170.0 12� 1322 2136 1792 1288z zinpp 1063 I7a0W4 t70A 1270. 1702 1009 1702 1460 ITU 1129 170.0 1700 1702 I= n0.0 1913 ROA Ole 1702 2125 170.0 13W1402 2104 170.0 1488 12{2 2191 170.0 iW8 10822181 570.0 189D 1702 1112 1702937 170.0 1348 170.0 1fIBD 1702 1W0 1ra0 MW 170.0 1795 170.0 1722 18&1 1980 170.0 1421 MA, M40 o- 1000122419801812 1614 1001 1800 1612 1036 922 1880 162.7 1091 1rao /1a1 1702 9W 170.0 1381 170.0 1118 R0.0 1811 170.0 1280 170.0 1642 170.0 13M JW.7 1681 1702 t474 131.4 Joel 103.1 JIM 114.5 1441 147,$ 1473 982 1801 139.0 1409 00.8 1461 1W.0 14H 12 n= Q 1702149.1 1588 1592 MIB 121.0 1398 1300 1198 111,$ 1388 121.3 1178 99.4 tm 11421182 40.6 1398 1012 1147 742 1780 882 1111 632 M 92 1103 618 1388 76.8 fileH7A 1129 161,$ 5096 i1L0 1129 127.0 IO7B 5062 1129 fN2 5091 W. im 892 1014 6fA M29 89.8 1W8 73.71018 81.4 1429 722 wS 827 1728 862 87r '18.1 7278 82.1 887 N � �1032 Wt 1004 Wr 88.3 971 492 48? 772 BW 821.7 W1 614 9.97 W,$ 871 61,$ m 51.0 971 58.4 eta 49.1 971 49.0 798 W0971 442 782 922 W1 40.0 771 95.1 919 W,$ W2 782 919 1812 819 811 BI8 702 806 B 829 784 632 9JB W.7 7th47.7941.0 774 817 BM {4.6 758 34.1 819 402 742 28.4 910 W.1 732 X 762 748 76.0 718 84.9 788 84.0 705 632 780 402 8� 47.2 786 49.{ 886 412 784 NA 877 N 788 402 888 31.5 788 312 859 212 766 31.0 8th758 29.4 831 �{17 6111 442 601 982 618 WA 488 312 018 312 491 272 418 2182 48S 242 5(8 46,$ 478 21.0 618 222 471 182 546 IBA {81 16,$ 2118 172 406 107 518 Jia l40 a N TABLE 128 ANCHOR CAPACITY ADJUSTMENTPORMULA AnolmrCa Table ANCHOR CAP".•ro" Iz .a swab"[ 7k0ute9e CML CMU PaNt2tU PT1Now Y9al (�)Xt }oANCHORCAP.® dte Eko tta•88 Eko die Jleo Vr 89 Ek• 410 sm •12910e1 •M 8(061 MULLK7NCAP.so„ AnOhorC6pPat16m18 Ane�D1R51 3neE'•OJAfaan vrEtoumecm uvacm 9neElcoWmsm vrEkouaalca. ummm A 1etd ecen•(�erle•(&d) ecsertc33 USE THIS FORMULA TOOBTANTHE ANCHOR CAPACITY REQUIRED•CORRESPONDING TO AN E886 gNelra 0n) t• 2•N1' 1• 2•vr 9•Ue rt• 2-1/7 r st/a r 9.210 064• O.32r ACTUAL PRESSURE REQUIREMENT FOR THE E0B5•oed law• Jar Fara• tar r "r t yr t•7w' I-vr Jur t tw• r tae ta18' �6 OPENING.WHEN IT IS LOWER THAN THE MULLION 2ltlfUl•6 ale A A.I aroema4a'laS =63 Be 45D93 06 t eb w0 29DM 35406 740106 Webs m+ B• rNtA N2Ba � CAPACITY(FROM THE TABLE)OFTHE SELECTED 4An=Q4I218713.o I1aJ•510�0r0W4 97435 74006 7a•6 WD•s 149.IBe 142147 NIA BeD lob Net 6950• NIA 6WN6 WA 686.0 4M026 MULLION.R WILL YIELD A MINIMUM ANCHOR BArctlde®1.7/•Nb O.Gt81.1•eb laU 614 660M 7d8 A6 184605 WA N41 706.9 NM 788105 NIA WA WA 1821.0 M00106 CAPACITY WHICH MAY BE USED TO QUALIFY 020:8408®eghl eat h6 Cg6t8tp. 7809• 8mm tO6D•e Isi9M -5m to NM 78ors 721805 ee0 o5 i81Q 106 886E6 1170 m5 ADDITIONAL ANCHOR OPTIONS FROM THE 8Aa0Mn TNaQTUNLO-at 216 Cp6t6t48, 71700! 112.8 tWOM 7JOD 06 21144 Me B4D BA NN it m 1M2W 191D05 2691105 192196 teen Be ANCHOR CAPACITY TABLE 9At9fa•®1.94•Nh90.alUQgh 0ao.1�AAba 75 WA NN N!A WA NIA NM WA N/A -WA NIA WA WA WA PRODUCT R8VtS1LD BAa9N5®OA4•NN.O.a/U42g1.00o.t�N0m 67485 WA NIA NU WA WA WA WA N01 WAas ca.BlYNl4 with Oto awl& 2Aflt QxfieWa0A,Fi9p Offi 65 970 Bs azoib9571200 NIA leo 146 WA s•elm NIA 44D04 NIA 4429• 56006 15r6 I.7runactPap .1 4p•6 6Z3ae 91903 webs NN NIA 969 Pe NIA wA Nat eeem6 e•o5,6A�y�CODae+ �,?A4l NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 24. 2.000• FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: BT Dade P16doW • • • • • • • TABLE NOTES: t1I t t 1 1111111 • • E3 AND SHEET 25 FOR INFORMATION ON LOADN0.SEE SFEET3 2+1 FOR vle 1)SEEtSHEET 1 FOAINNRUCTIVNWN WSW TIE T181 GENEISIL IN3Tat Lal KDN MBTF{OOS. FIGURES: FIGURE @ 2)LN*&ATEjpp:ATjbj f Tti V M$L•LfNJITIMANDJOR OPENING WIDTHS L4 ALLOWABLE � 4.000• 'iC: IJU.50705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE SHEETS 21-23.HOLES TO BE DRULED N • • • • THE FIELD FOLLOWING DD6ETISIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 FIGURES SHOW SUGGESTED.APPROXIMATE HOLE D f1l E OF LOCATI�ppN�qq S SJ FIGURE 7: FIGURES: FIGURES: FIGURE 10 • •• • • AIUMWUMSuu1 �SG1530iA5S3AHNA4D9CE9O0A NFO I�7®0AA 13 05 STPHEICCKIFlSCTAETEIOLNSSTUHDOSLLTOOWgEANADM G{NRIMOUUpT9FGRRLAEDDEC3O3NACNRDE.0T4EBB'LTOHCICKKU(N18IT 2 X1X25MULUON i�f�,t�'•1.�Oc..N..A.. ANGLS�•G'� ( S8B ` MUST BE USED A LYP{NIt AILL�R P.E. • •• • IN PAIRS. G7�IIG�STAl1CTURAL 3lEEI TOLE AT LEASy125• AND 238.ALL ANC110R3 INTO METALSHALL EXTEND AT LEAST 3 SCREW • •• � • THREADS BEYOND THE MATERULL.010 8012 ANCFIOR3 INTO WOOD MAY BE STEE,.,11F8 3.5.OR 4103.3. FL P.E.O 58705 iJ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A MuMon Capactly Table � Open tAOdSt(T01' nOmlillare)or nInOH•ISht(ior1107im199M3F�P02t2®a16) 5010 so In Tom eofi 9012 10010 12ox 14ofi loon ReofWq�181 '94P�vV Rte Tlw; R• -F& Tt•PI81.1p. R T09n6•�9• R AaPl6latq. --- T0p7timng ReotO�- w1il- ReetmoNer 1t*,I, 9. Re4leagWW TumlBiere. 2x81.26 ^9 11,$$Looks uaft ua" I-" twdre Lu0d0e Lw"a LoOdro Iwdro to•Are l2edrtp ln2A�ro toadre Laedn9 toeJnC �$$0 � �Y itF mumon 11 Alim Tube 4afi tT04 500 1rao 432 5760 744 1706 478 170.0 M 170.0 M 170.0 952 170.0 610 170.0 Hie 170,0 221 170.0 1240 170.0 621 710 um 170.0 621 170.0 1730 170.0 62' 1720 1943 170.0 021 o 48M 170.0 709 170.0 624 170.0 850 170.0 884 17U 992 170.0 630 170.0 1153 '7&0 891 170.0 1275117U 077 170.0 1417 170.0 sm 170.0 1700 ROA 050 170.0 19Xt 170.0 Geo 170.0 2287 170.0 890 ' N 6&82610 170.0 747 170.0883 iTOA 880 170.0 831 1708 100. 170.0 884 570.0 list 170.0 723 R0,0 1348 STU 747 170.0 1494 170.0 750 170.0 1793 170.0 766 1702 2082 170.0 768 170.0 Mal 170.0 766 m �,5 0 646 170.0797 17U 652 170.0 968 1780 WI MG 5116 170.8 754 5702 1276 170.0 801 170.0 1434 170.0 037 1702 I. 80.0 880 170.0 1213 170.0 661 1700 2231 170.0 681 170.0 5260 170.0 stt aaa ~ Who 170.0 as t70A 701 170.0 1083 170.0 767 1702 1240 170.0 870 170.0 1417 1704 814 1T&O 1691 170.0 988 170.0 1 tM I 170.0 1033 170.0 2128 170.0 1083 170.0 2479 170.0 1063 1700. 2W 170.0 1063 � N 6316 170.0 930 1702 748 170.0 1110 170.0 050 170.0 1502 170.0 WA 170.0 1406 Ins 1018 1704 ton 170.0 1078 170.0 1850 MO tin 170.0 2231 17.00 1189 1702 5203 170.0 1171 170.0 2948 110.0 1171 Win 170.0 074 170.0 789 170.0 1189 170.0 9G5 MA 1984 M-0 t002 170.0 1630 17&0 1089 1704 1703 110.0 1165 170.0 'o0. Rfl0 'as 170.0 2938 170.0 1278 170.0 2137 170.0 1288 170.0 8117 170.0 1288 Z 72fi 1TOA 106! 170.0 078 170.0 1276 194.0 1009 f= 1486 80.0 1128 570.0 1700 1702 1'd 170.0 1913 170.0 1315 170.0 2125 170.0 l3A 170.0 25M 170.0 1408 170.0 2976 ROA ills vm 9400 170,0 1640 •s 78fi 170.0 1121 170.0 037 1760 5948 170.0 1050 Inc 1670 170.0 1208 170.0 5794 170.0 1372 1740 2010 1702 14M 17.00 220117&0 1506 170.0 26M 17UA 1828 170.0 5140 170.0 1084 170.0 3569 170.0 1703 � N 7861 170.0 1561 170.0 Oe7 170.0 5981 17.00 1118 1740 1611 17.00 1250 170.0 5042 17&0 ISO 150.0 2942 170.0 1474 VIU) 2302 170.0 ISM 170.0 2752 fMO 1700 ROA 07x1 170.0 1717 170.0 0523 170.0 1796 � ? z a stm Inc 1378 170.0 fill 17" 1504 17&0 1828 170.0 last I".0 1498 170.0 2126 170.0 1853 170.0 2191 170.0 1794 170.0 7868 170.0 1018 1702 3186 170.0 2126 168.0 3455 570,0 2273 13.06 3113 17&0 2381 9810 170,0 1417 170.0 1232 170.0 1750 170.0 14M 170.0 1983 1780 1822 170.0 2787 570.0 1794 170.0 2680 1Y70.0 1� 170.0 2833 17.00 7.052 180.0 3199 ROA 2338 131.1 3199 1868 2170 12" 3199 18&1 2128 10810 1702 1694 170.0 1400 170.0 1918 17&0 'Bn 170.0 7731 170.0 1a70 170.0 2660 17&0 2070 IOU 2781 170.0 �t 146.3 2)01 165.0 2339 128.8 2781 140.0 2181 1064 2781 152.0 2234 927 2701 518.0 2100 X d lith 1702 1830 1700 146{ 1704 1908 17&0 1700 170.0 2294 80.0 1831 170.0 2821 17&0 210. 161.0 1874 187.5 7115 138.0 2892 1464 7218 1118 2851 128.4 2188 078 u31 15.01 2128 !80. 78:12 108.3 2528 () (o Q tstfi 1760 1771 170.0 1680 170.0 2126 170.0 IM 164.0 ZO 552.0 1901 135.0 2262 141.4 1084 170.1 2282 WA 1933 1061 7162 11fl1 9416 90.1 7262 88.8 '872 712 2752 060 1838 878 7252 81A 1008 F-' X I"m UMLI 1664 152.8 HIS 104.3 1604 1061 1426 890. 1681 918 1107 782 1084 867 9490 866 9984 725 1573 028 1681 83.7 1050 621 1684 660 1390 447 1694 49Z 1308 361 1601 41.4 1289 Qa T LE 13 ANCHOR CAPACITY ADJUSTMENT FORMULA: a .� An horCa T 10 ANCHORC/1P.�„ ANCHORCAP.® � •' BuhetOta 2760>20m8 &akOme. WO••CMU FxedCNU PTYYa•d Nest (Qr}X(MULLIONv 11CIPSE100 61SB'rJ40 94.88 FJm 01080ef M28W 11us" AnohwC8pP6"tlts •fs0eote2eaan � •161aaon Site FbotNU�en tN•Ek5t2trsaol A99ra0+tW MOM A9px&tla7 sompd)Smwr(35) Sum(M USE THIS FORMULA TO OBTAIN THE ANCHOR EaP 0MW-m r 2.12' 1• 2.17r 3.779• r 1-tIC r 2.11r r 3.1.07' r 0.48• Old' &324• CAPACITY REQUIRED•CORRESPONDING TO AN BmSeth�enl 11µ' 1;Y1' l.9µ- l.9µ' r t•1µ' tiN' 1-tµ• t•W 1.170 7-1rR 2' t.YB" 1319' v*m ACTUAL PRESSURE REQUIREMENT FOR THE 2 4. 6maalalmlar4aro0wf0aP t 350" 4505 5005 044 b 28015. b 40 4 b set 3415 b 6806• OPENING,WHFNiTISLOWERTHANTHEMUWON 4.0010502®4.ea'ban.MQ T8-M,as5 W0200 teP ft 9k 7805 7105 9005 1790 an 3m9,s Mbs 690109 7095 14605 7495 1272105 1992 ne ea2b 2965 1120 ro• CAPACITY(FROM THE TABLE)OF TI�SELECTED SAW=61g,t.7r mn.o.a l MwAm6(Woreml up IF a. tteono tmob 1000■ 2986015 WA WA 94909 WA 12665 WA WA WA 10835 Tm 2240 a» MUWON.IT WILL YIELDAMINIMUM ANCHOR 4Am?m0'Wa O.a1()1%5A 090103111Ph 0)c 7805 7525 8800. 10.05 1898" BIO" man WA 7805 7465 eeo" 1682@9 BB2" as 112000 CAPACITY WHICH MAY BE USED TO QUALIFY 8A,whmgrl0%0.M1(Z)215A.ye(Zbl11Pb7.8T two 1690" 1960" 671000 179220 1090 me 1120 WA 162016. 5410" 17605 3764" 1363" 070" 1240to ADDITIONAL ANCHOR OPTIONS FROM THE 12Aroh016 18'3860.a1(2/2r5A991eO$el(FIy7): t650b 2100" 1440" 3780159 WA WA 1320" WA 1500ISe WA WA WA 200.20 28645 3980" ANCHOR CAPACITY TABLE. PRoDUCrRBVIS® 4AW11=0124•A•f.0.0.111Aly.fito.128•Abm.py. WA WA WA WA WA WA WA WA HM Ns1 WA WA WA WA 2430" me�plym0 wIW 05Pf01irr 8 mam OBr Mgi.aal UCBP.NN;Akm.(R9.87 WA 390. WA WA WA WA WA WA WA WA WA WA WA NIA 2881" i�•2.000•'-�I Du8dm8'16vm18.0 2AMe•ag4ea Mh O.C/Fl31p lF4.9) 352" 5005 460" ago" i0f8b 299" no IE: 3615 740" 974159 8380. 818" 3115 44x169 680" A pal• I 4 Aem080 1.71•IOn.O.CI 11 590" 750" 65200 1288" WA WA 470" WA 433" WA WA WA 882" 88620 1120" �• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: B7 7h•Au01' FIG 7: FIWRE2 FIGURE 3: FIGURE 4: FIGURE& FIGURE&FIGURE 10: FIGURE II: f1111i1111 • • • • • • • • •5)SSE$`1EET 1 F,QR INSTRUCTIONS ER USING THE TABLES SHEET 26 FOR INFORMATION ON • i.OApINp.Sri S 2.4 FOR GENERAL INSTALLATION METHODS. �� I.. YNN 141Z • • • • • • •+ 4Q}tJlJy'IIINTHRPOLAT[ONBETWEENMULLLENGTHSANDJOROPENINGWIDTHSISALLOWABLE �'�•:: �fC:rNS�''.,'P • • • 3)AR1Ll.R3N A61A MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS No.59705 • • • • • • •• • • 21.23•HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ , FIGURE 8: F1Q5111E& FIGURE 7: SHEETS 21.23.FIGURES SHOW SUC•YiESTED.APPROXIMATE HOLE LOCATIONS. :a• b ;:7�y ANGLE -0 �,(/ • • • • • • • : •:• CLO•• ••04)SUBSTMTES:GONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANIS GROUT-FILLED gYATE OF moi; • • (� • CONCRETESLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SFW1 BE PRESSURE-TREATED '�� ''..F7 ORIDP•''Cry • • • • 4 YI INE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.125• SFS, .... .t� • • • ♦ • 8- ,Y,E,,}�yp� • • • • • • i •= USMN• •r'""' D�TOBEAMINIMUMGRADE33ANDAWTHICK(18GAUGE).STRUCTURALSTEELTO ��()N/\1`.�1f�f • PA1Rg• • BEAT 12 •PRICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Y X W X.23 A.LVISM MILLER,P.E. THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE14A Mu0kn Teht• •��,� openingWMU1(tort•r8 11616mm)or Helght(for ho amwbpapenM =ADM) O act wk, Bolo 70 In Bob so in took, 1206 1406 I60In RNWQAar TnOmws naam9Nm Taprdm•. ftchreaff I Trataf*l Tmirrdaro. Rmtm•41v TwIlm•. Iteameda TmArl4kaa Raat•wu Tn•Wm2. Re4taWm Tn mm6 Rwlm04m I Trapf-V a J.Wx2.11" L0000 Loaft Lwcm I-%* Wa M Loaft Loft L4emm Loa0n9 Lwft Loamnp leaft Loaft Leaft I Lwft L-ft L480a9 Y x.12rftm d! Tub,mull 10 Z Fd lain 1442 620 187.0 ITB M21 028 1440 418 10&0 628 13&9 414- 801 928 $SIA 411 MI 1 620 1 1341 411 721 628 1341 411 60.1 M 11301.1 411 813 678 134.1 411 46.1 028 13t1 411 O J 486 90.8 100 r3.&4 333 80.8 403 84T 326 80.0 400 118.4 320 80.4 103 8144 317 6&T 403 7&1 310 48.3 487 7&8 314 448 403 70.0 314 346 403 78.8 314 302 487 78.8 314 60.6266 823 362 301 888 392 793 2B4 SU 382 71.8 269 848 382 072 209 4&7 302 84.8 784 412 382 839 288 34.8 382 6.446 207 20.4 382 B&B 283 38.7 387 e" 263 616 078 316 287 00.6 818 042 28I 4&8 318 07.7 258 424 318 836 203 37.7 318 00.8 260 31.9 318 4&8 249 18.3 318 421 248 1A.2 918 40.1 2411 342 318 40.1 Z48 m wk, 4&6 288 210 4t2 268 417 214 3&3 268 447 210 309 287 372 207 27.8 � 340 204 2t7 758 3&4 703 248 � 322 201 177 289 32.2 261 163 2w 322 201 4/t 616 477 734 200 11&0 234 3&1 189 3&S 234 81.7 182 2&7 234 SW 1119 2&7 =4 28.4 188 2144 234 28.0 184 17.6 234 27.8 183 16.3 234 2&31 IN 13.4 2S/ 289 183 N.. 872 213 183 340 219 33.7 178 2&6 213 28.8 178 2&2 213 270 174 MA 213 26.1 170 I&8 213 2&7 1® 169 213 .Td2 097 132 213 220 198 1140 213 220 1w Z (a 280 178 30.1 1w 2LS 178 26.8 169 2874 179 T2.5 148 T78 l79 20.3 147 169 178 1&7 146 .syr ? y 2t3 181 2&0 140 20.3 181 248 187 17.4 101 %0 '138 16T 101 17.0 139 !111211 226 182 233 133 18.8 152 1&8 191 1&/ 102 17.8 TAB 148 AnchorT • ANCHORCAPACITYADJUA STMENTFORMULX a Sm6Ume . ConUM 3.69ca•. uokrcku r•edCw PTWON mdmi (DP-)XtANCHORCAP.�,,,,\a�CHORCAP.m ~ �- � � NI�n* ur 88 Elco SW Eko 114•SSEko 410Slad 0128ka 01281aa MULLION CAP.__ Anadalypa 9rI6•Elm Ueeem ur Dao 1148am 9118'EkOUkatM 1N•EWUUatm [17 til AnehorCSPPatI•m• lumam A9Va4a1a UWaam wpyea4dar Bcar(Gd)Bxl�(66) 8cR•(06) USE THISFORMULATOOBTAINTHE'ANC.HOR � X Q N Eya okmnae04 r aur r 2•ur aue• 1• ata• 1• avr z 3 W z 0.40' 0.6r 4324• CAPACITY REOUIRED'CORRESPONDING TO AN en0awaa tau• tau• Lara talr z aur bar our bur M!r 1-114• 11 taB' 1-w take ACTUAL PRESSURE REQUIREMENT FOR THE 4 Mthn Wm .C.l 2r6 Cys/ 780IOa 780 Ds 68028 •s mmms •s WA 78Dms 7486n 00 •0 607 ke 14WES OPENING,WHEN IT IS LOWER THAN THE MULLION Q r CAPACITY(FRAM THE TABLE)OF THE SELECTED MULLION.IT WILL YOM A MINIMUM ANCHOR _ CAPACITY WHICH MAY BE USED TO QUALIFY Owl ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. .-.{ SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. �1.2�• 1 15EWUCT REVISED of Id PICNIwhoOlal7ocid• Ovild0lg Codo FIGURE 1: 2}LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE pmM�6�pZt8•o$ 3)MULLION AND MULLION Cl.iP3 SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. *., 2621 0 HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118'FIGURES SHOW S�U�G"GESTED,APPROXIMATE HOLE LOCATIONS. a ANGLE CLIP MUST BE USED W PAW. 4 *0 **9 WnCIMV 1101.NCRETE BLOCK U61IF(CMU) �xQ�ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I BE PRESSURE-TREATEDT.128• %%"\I111.Y!1N 4 4 7�Y�E{1LlOYYSOOMEWPIKEWrn*AN"OIF0.8B•AL.UAtINl1MSHAI.LO ASTM C-90.BEWS3•T�BANDSEAMWIMUM OF.1�' 1. I :� �t�,10ENSN' �F'9'�i, LEASS.1 CIC AIOffA88.ALL ANCHUQS*A FO METAL SHALL EXTEND AT LEAST (INTEDRAL FW MULLION)SCREW THREADS BEYOND ItBIPAW 46RADE ANDAWTHICK(ill STRUCTURAL STEEL TO BE AT 1X 2.111 X.1%•MILLION �: r 705 '•'i1' THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL,TSB S.S.OR 410 SA 04 LUQ MCW • • • • • • • • • • • •• • • •• • • • • A LYNNImILIEa P.E. FL P.E.#68708 ••• • • • • ••• • • • • • • • • • • • • TABLE 15A � Mullion CaLmolty Table OsM Openln0 WI4181(for ve19eal 9palrin91rtn-)orOpentn8 HolOht(tor wrbsnte41roP mro mu01") �C Soh 0013 446 soh Soh twit 12913 14013 twin �{ ' 1 TtaplRtmq Ratmtyv Ttapfl8" TTa9Rdm19. R 7fapmk* Reateap8ar 1' Tom. R Nmten98ar 7tapf7Mtq. Remrgl0n 7r+9r1dm19. n 3Tbe30 t°9ftT; Lmdtg Loaft �${IA-ft Loedlro Loadre Lmdm Loean9 loaf• todm Loft L0aft Loeetg 1.00ft laedro .$$Loaft load�g Waft gY DEG.AL SAYMULL cm I I I I if 11 if Jill 11 11 11 if 11 11 1 if I I 111 11111111111111 ],111 z 1* 010 tta0 020 IMO 436 JIM 744 170,0 444 Inc Hee Im w9 170.0 092 1ra9 819 179,0 ills IT" 621 I= 1249 1ra0 MI 170,0 1409 1ra0 671 170,0 1786 179,0 921 149.1 1740 170.4 521 Q 481. ITO.* 708 tra0 624 170.0 852 170,0 881 170.0 442 1ra0 890 17" 1133 170.0 881 tt0.0 1276 170.0 877 170.0 1417 170.0 852 1522 IBM 170,0 850 1S0.6 1522 170A 644 M.2 IBM 170.0 No � N WMIn MA 747 170,0 687 170.0 899 170,0 BSI 170.0 1016 110.0 681 170A 1144 IM0 723 170.0 1346 170.0 747 1882 1443117U 752 IMS /443 170.0 708 117.3 1445 170.0 799 W28 1443 170.0 755 Q 846 170.0 797 170,0 612 170.0 968 1760 891 MA 1118 INA 764 170,0 1276 170A $03 1011A 1353 IMA 837 144.9 1333 170,0 308 120,0 1303 170,0 391 152.1 1363 170.0 681 902 1303 170.0 381 ~ 526 170.0 386 170.0 701 170.0 1089 170.0 797 ifgA 1216 170.0 078 145.1 1218 1ra0 944 178.8 1218 152.6 906 118.8 f21B 1621 975 !A 1218 14&1 913 BS3 1219 Ml 919 78.1 1218 148.1 913 636 It!" 830 170.0 745 170.0 1118 170,0 852 1522 1160 16U 903 131A 1140 5610 914 11&8 1150 141.9 528 100.1 1150 1342 886 97A 1150 ULT 671 76.1 1180 1282 BTO 03.7 1150 1292 870 88h iM.O 074 1760 780 WA 1018 INA 681 130.8 1018 148,0 884 1142 1048 1311 550 MA ION 129.4 619 91A 1043 1168 890 102 1048 109.4 BM 52.3 1018 IOU 61B 67.1 low 1012 BIB Z 72Lt UM 660 "TA M4 1VA 440 IMA 746 1008 852 HU 7M 860 BBD 100.0 772 762 852 R20 712 ra4 BBD 362 703 667 652 7112 661 522 852 44.6 868 MA 6M 78.4 898 g 446 118.7 700 126.1 890 99.0 780 108,0 BM 03.6 752 W..1 523 T43 790 a8A 452 868 78D MA Bq 52.9 752 71.7 836 48.8 752 50.1 874 423 TBD 87.1 818 3f.{ 752 81.0 817 r• d, 446 110.8 752 1185 527 023 750 95.1 644 rat M 55.9 522 69.2 752 Tr.1 821 813 7M 703 612 NA 780 50.7 800 462 MO SM 524 39.8 752 502 589 345 752 523 086 H }Q Q C 526 721 W 7M We 80.1 503 07.9 491 813 509 545 452 45.1 513 449 444 at 609 445 466 38.1 560 405 482 340 443 362 482 02 = 313 40 US 523 315 40 �mJ 98 h WA 488 61.1 419 495 490 613 {36 42A 490 443 427 V.1 496 315 421 30.0 486 44.1 415 MT 418 332 452 266 496 20.1 400 212 405 28.8 444 165 409 26A S* "Sh 467 991 420 383 34.6 381 365 318 248 391 361 942 XI 381 27.6 397 752 391 24A St7 205 391 226 320 VA M 19.7 321 1" "1 17.0 S18 N � 111 h 364 370 392 335 325 970 395 330 273 344 286 344 260 344 263 520 21A NO 72.8 318 122 370 20.9 312 10.0 970 18.1 352 � 1206 90. LU 4 917 305 252 20.3 917 26.0 444 210. 9tt 226 280 t9.o 917 548 278 18.9 sir 'ttA 273 Q O 0 1446 ttA 720 1rA Ins a TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Amltorft Table au>a50lr Ilk CM Ca 3AMCML mam pwpp Mmm (DP_)X/ANCHORCAP.,,,,, ,}-ANCHORCAP.- YtW Ebo u4'Be else arw m0 IM 89 Elm 010 Stem 012 SW Int BWd MULLION CAP.,,,,,, , AnahorCBp Pamme 9r/8•Swllbmm 11P Bm U11mm Ua mO Nis,Ebo U mee IW Eao ubmmm rkWeamm Lamm Ap7Rlaar Bmw POM SoeaaM 8-0 m- USE TIES FORMULA TO OBTAIN THE ANCHOR pumas 04 r 2./7r r 2•I? 3-u8' 1' 2-VY r 2•V2' r 9•u6' r 0.4r W aw CAPACITY REQUIRED"CORRESPONDING TO AN Emh 21 tsrr tYi' 1.314• 144 r I•tw VIA, 1491 144 ftIY 1.114• r lsra Isle' .etw ACTUAL.PRESSURE REQUIREMENT FOR THE 2 Amhara 4t ►5n .RI 216 r(Pip.1 50003 w 45252 w a 130 2Mw 361 401* 710b3 940 FA 311 442 Be w OPENING.WHEN iT PS LOWER THAN THE MULLION 4 Amla•®33•W6 O.Q 112)adfAtab uW lKb.4 75252 78052 Mow I5201ha M21w mm dw133 NIA 1tt0w 7401* 84490. IMP* 482 lbs 0931* 112052 CAPACITY(FROM THE TABLE)OF THE SELECTED 0A00M02.71•W.OR,I 20.6 ACIP 00f 112052 11201* 0441* 2NBw 225152 8UA BtOw NtA 1018193 WA 191052 WA ton w 13271* low ft MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRemeT REVISED FIGURE 1: as campl7ine with The 17b1tda TABLE NOTES: Bedding Code Aceepteam No l�i-sYGI$.p3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. bm Date /fDZJ SEE SHEETS 2.4 FOR GENERAL NSTALLATION METHODS. BY ".", FlGl1RE 2: 2)LINEAR INTERPOL/,7ION 8E7WEE01 MULL LENGTk9 AND/OROPi3JING WIDTIMS IS ALLOWABLE • ••• • • • • • •• 3)MULLION AND MLEV IN CU n'T.0A T��aFOR STRKT DIMENSIONS,SEE SHEETS 21-23. •12r `��•L 1. AOf(( ��i • • • • HOLES TO BEDRIIL�IN N N�JiESTPoCTIONSSHOWNONSHEETS21-23. 30' ��4,'T�.•'�GF195K•''•Fnl �: FIWRES SHOW SUGGBBTEo.ApPPOU L S • `A:•' ,c •• 414,49 •• • • • •• 3,250' n; Ito.56105 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PREMRETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68.ALUMINUM SHALL BE 6063•75AND BE A MINIMUM OF.126' b +, • • • THICK,STEEL ETJIDS TQ$F•A MIN AND. THICK 18 GAUGE}STRUCTURAL STEEL TO BEAT J m LAt 'rIU' LEAST.12>i THICKMND ASS.ALL AN ETAL AT LFAST 3 SCREW THREADS BEYOND jpN ' '•, -,y/�tWEfOF �`: THE MATERiA�91:8012AkNCHORS� MAYW SfE.OR41033 '.UX, FIORSpP'--* `. ANGLE CLIP(FIGURES 1-3)MAST BE USED IN PAILS. ••• �• ••• i• • ••• i � A.i/L1IN}�k M W • • • ILiE'R,P.E. FL P.E.S 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 16A - mullon Capacity Table 61R2 • • • • •• • • •• F 011011111119Wldtif(forvMca*spwdn usuilw0orOp•nlnpHa M ) • e • •• a min 601n 70112 so In go In •10% • • •120b• • 14* • ISM Ruder 7De71111ana madm er •OeDIwoo wulas. R asMm 'aaplfdmB• TiaplNmO. Red•gdar Re•ang-I Two. 6704 t 3.26"46 Leaft Loadnp 1•�B Loft Laaft LaaffnY I,oa•iq Laaft Leadtt0 � 108ft L-dia 16adtq 1+�8 leeft 182dnB S g DEMAL ed. RAYMULL 4N Ob 170.0 510 IMA 496 M.01 770 117U 470 170.0 1 12821 170.0 508 170.0 OW 170.0 610 170.0 1118 170.0 an 170.0 W94 110.0 8h One 7086 1aD.0 19621,46w Iy9f 170.0 I 621 160.31 1871 170.0 621 Oki MA 708 170.0 624 170.0 860 1 IWO 661 IMI 091 170.0890 170.0 1/9S 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 880 183.7 1897 170.0 680 11&6 1897 170.0 860 1728 1897 170.0 650 gamin 170.0 70. 170.0 563 170.0 688 170.0 891 170.0 1008 170.0 064 170.0 1495 170.0 773 170.0 1316 170.0 747 tt&0 1494 1760 756 147.1 16m 170.0 768 128.1 1653 170.0 768 110.4 1662 170.0 768 � N mi. 170.0 7W 170.0 612 1760 868 1760 884 170.0 1110 tm 764 IMO 1276 170.0 003 1760 1434 IMA 89r 1032 1406 1760 ON 128.0 140 170.0 081 1169 1456 170.0 681 07.0 1466 1=1 061 U.1 � O Sob 1760 606 1760 701 170.0 1064 1760 707 170.0 1210 IMO 676 157.1 1900 1760 014 199.7 I= 170.0 086 MI` 1308 1816 ON 104.8 1300 167.1 902 SBA 1308 187.1 862 78A' 1908 167.1 082 � J 03 In 1760 090 1700 746 1760 1110 170.0 060 IOU 120 1760 080 142.5 12{7 1666 MI 128.7 1247 1628 SO 114.0 1247 HU OR 910 1747 1382 038 61A 120 1367 035 719 1347 1317 095 = d Win 170.0 W4 1170.0 769 170.0 1170 170A = 146.0 1180 1817 065 I= 1100 147.0 046 1154 1180 136.6 828 1010 1100 1264 014 86A 1100 110A 96 74.2 1100 11&1 m3 04.0 1180 1161 080 Z W 9 72b 181.0 1010 189.0 677 194.7 1010 144A SM 1784$001:21.2 842 101.0 1010 114.7 028 BBA IWO 1068 617 80.0 1010 08A SW 579 1010 SOA 795 57.7 1010 WA 780 60.6 1010 07.7 TO ? j 70b 197.4 ere 1418 7120 114.0 900 1720 778 88.1 781 57.8 808 082 770 78.9 908 662 798 80.7 tin• 829 729 579 000 7412 719 19.1 9812 772 710 420 BOB 70A 757 Mm 127.1 881 1326 761 157.0 081 112.6 790 BOA 770 70.4 861 066 7fS 70A eat B1A 703 e:le 081 7&4 891 810 881 88.1 881 46,4 801 84A 876 30.7 670 89.7 BT2Win 827 818 634 W4 060 840 721 064 6&I 654 51.7 818 661 SO 400 018 50.9 637 41A 018OBb 862 686 70.1 SOB 5&6 688 6&t IBS 48.7 191 428 588 46A 483 WA 686 MA 478 31.1 586 30.1 470 20A 0.80 =4 4m 219 0.88 30A 482 2f9 m8 227 447NWlogin m449 46A 408 3AB 470 419 957 842 393 20.9 447 313 9W 268 470 70.8 387 7&B 709 28.1 977 2DA 447 727 306 11.1 708 10.4 981 160 4p 18A �Btitin 70.1 426 46.0 305 366 425 37.9 979 9fA 373- 9A AS 20.1 9W 24.5 425 212 382 221 � 24.0 3m MA 470 20.7 360 169 425 1&8 SOI b 94A 384 336 331 2&1 384 TAA 320 20 311 21.8 981 228 917 1&4 384 70.6 S19 17.6 364 1&7 300 Q i5: 4- o44m 202 78.9 20.4 73S 18A 703 ttt 130 a � � •� N TABLE 188 ANCHOR CAPACm aDJUsTMENT FORMULA: - Atrohor Ca TableANCHORCAP.�,, Brae 23k Oe UkOan. RaImcw FBWCMU• pTWaod mew (Op )X( )=ANCHOR CAP. , SRr Elco w•SSEW NAWElea V/188film 914SW B12$W $12 Sled MU1110N CAP.,,,,,,, AnchorCOPPaltem9 Aroh•Ty1 3rlr6boWUao4n IMFbolbtnmon Unum 9i18`6bolOtraam 1J4'F7mU5aeoan Uhm A8 e0." emaer(GB SWWIM acaaggl USE THIS FORMULA TO OBTAIN THE ANCHOR wpe 0blame 0ok 1• 2-tlr P 2-012• 3•7,w t• 2.1? i• Rt(! r 9.11r r 0.40• 0.61• 0.321• CAPACITY REQUIREWCORRESPONDING TO AN Embadm•d 11270 aro• tap• 14W r 1.114• t-w• t-w• t-w• t Im. tots r tat8' 1.9+6• taiee ACTUAL PRESSURE REQUIREMENT FOR THE 2AndM®r 69120.0.r C9pe tk 68 inn tine ma 17aom1 •e M 594 Bs 749 me 374 Ria sat ba me m BPENNO.WHEN IT IS LOWER THAN THE MULLION 4 Am6a650 SA•BRa OA/002110M1M ape1p402k leo rob 7BD•e 7�0 roe 1870 me 252016 01057 560 Me WA tian6 74070 ee0 ob 7892 ms MIME 886Rs 112070 CAPACITY(FROM THE TABLE)OF THE SELECTED sArKlwe 2ri•6412o.C.tag2tbAn8b r W 112ome 1120 Rs em•a 2248 me 225411 WA 540 me N/A tOmBs NIA 1=00 10A 1022&S I MUbs 1mOma MULLION.ITWILL YIELD AMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: m cemplyyi12a6 aiah 576 Flpii TABLE NOTES: B Acoaptanve bb j4i••0ZI6.03 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADINQIm l>B1e ZO2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By av- FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3)MULLIONMULLION AND MULION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 `��t� l LYNN h4r t�ij • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21-23. .126• 45• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS . `:�4t,••'aGL'N3g'•,I :i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260• N0,Ti8?O5 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.12r %tr THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04r THICK(18 GAUGE).STRUCTURAL STEELTO BEAT ';�• f1 �� 1[t LEAST.12W THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 46•BAY • • THE MATERIAL.A10 6 Al2 ANCHORS INTO WOOD MAY BE STEEL,1841 S.S.OR 410 S.S. MULLION O�(•..F't l 0PC (( J� ANGLE Cl IP(FIGURES 1-3)MUST BE USED IN PAIS . A.t N,N)II AER; E FL PEA 68705 S • ... ... .. .. . . . .. .. . . . . . . . . . . . --•1 t.wC �+-• -••1 ,.DOC r, a. . . . • . . •: :.• . . • • • • • • • • .126 � 1.000• )+- � 1.00C �+-• • • • • ••• ••• • 128' at 2,760. zaso• .t26' 3.1� .126 3.168` � P d .128' .12V .128• 2.118' tV 2000' 2000' ••• : • • • :•• ••• ••• 26V m • ••• • • • I 128+ Z N N .128" sso• • • • • • 15aD• • L .376' '.375' J. • • • • • f -T -T .. . . . . : . .. T �• T UI 1•X2'X.12V MULLION 1•X2'X.376MULLION V X2.7V X.375"MULLON 1•X 2.76'X.88P MULLION 1"X112VX.8"MULLION 1.26'X3:168•X.�6'MULLION 1.2rX2.11'XA26'MIALION y $083-TS ALUM. 606378 ALUM 8083.76 ALUM. 8083.76 ALUM. 8083.76 ALUM. 8063.78 ALUM 6083.73 ALUM XSECTION X-SECTION X.SECTION X41ECTION %SECTION %SECTION X-SECTION WOD Q O� •h•{I--.126 {�{r--.126' -y I�.128• U) II I TA13LE A W k g t STANDARD CLIP I SOOWTOAALUM. Dlmenslon Value On) For Mullion: 2 5 2.000' X•SEcnON I 2'1 ZV UCLIP 2.000' XSECTION A 1.826 = a. 1 B 2.054 1•X2`X.128• ZZ J • a 1 .126' t X sEC tolN 126' C 0.856 lube Mulm 6 o D 0.740 N 1 g o o 126' E $ •740' B 1•X2•X.376' W Q 4 4 3.127 6.6w CUTHERETO 376 --� O 0.836 A�IIs7iMmWslion U j Q .376 _CREATE FAD'.SEE MIN. Q MIN. r DETAIL .SHEET4 E � 376•MW. I+ D 0.400 .338'MIN. A 1.878 r-------� r--------� --------------------- B 3.000 1'X2.76••X I I t 1 1 A 1 UCLIP A r-_ � -� L_ ----- $063-TOALUM. �_ _________________ 2X6 ANGLE CLIP C 0.767 .376Akanlaum TOPVIEW 6083.76 ALUM. D 1.118 Tube MAW �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW E .450 Min. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER ANCHOR D.C.GASHED BOUNDARY.CE.MMIMUMANCHOR� A 1.312 1'X 2.76•X CENTER OF ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+11W. B 3.000 .860' SHEETS 6.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 AbsNnum DIAMETER ANCHOR DIAMETER+1/18'. SHEETS 5.17 FOR THE TABLES D 0.833 Tube Mullan ANCHOR O.C. DISTANCE.MAXIMUM payparts A 2.000 1'X3.128% 4%8OUCTRBVL%o ANCHORHOLE Mull Dimension(shoot#) B 2.837 mconnplyi�a061bPla,pie DIAMETERANCHOR Mullion Std.Clip Offset Clip UCUp Angle Clip •600'Alum Balding Coda � 88off -� tA2L DIAMETER+V18'. 1"X2"XA28(5) 881106 688113M 6�1118M 668243M 886611M D 0.863 Tube MugA1.111.1 1.137 �(�0-0ZI 1"X2•X.378"(6) 888006 888114M 8S6111SM 686244M 668512M A 2.026 Dy ,____ ___-_�___________� 1.28•X3.188' DO&p� 1"X276•X.378'M 66807 888116M ON1120M 8OU45M 688513M B 3.262 x.286'Alum i 1"X276'X.850(8) 88808 OW116M 601121M OS6248M W514M C 0•BB2 Tube Mull ��tRN q, D i B 1"X3.128 X.600"(s) 88MM 888111SM 6661114M S88242M 61=18M D 1.782 1X211• a�O�a��r Ear ''��i I I I I I 1.27 X3.186"X.288(12) S6B41M 8881117M SMI113M 68Sz41M 888S78M 28'A 1.813 -------� ------' 121'Aium � 58705 1 1.2W X211"X.128(18) M70 WA WA WA SM17M Tube Mug 1:;/f ND• IOFFSET«,P NOTES: _ "L• U-( U .12s 6563,'8 ALUM 'O ^yl,.� TOPYIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. S A 740' `.'•..F....... •'aCj�: 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE ';S1 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A LYNM R;k. FL P.E.#58705 • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • • • ••• -� 1.007 r -•j ,.a" 1--- 1.082'+•I �I .083' .386' ••• ••• •• I - 082' I1 ••••• ••s •• 4AW .126STANDARDCLIP 400 4.00 •1I( 21( 0 `I26•s - M •••i• i•••o••f• yII--)r-.126, �aY a+�qa8 �+ $ 2.000• 2X8 ANGLE CUP d .128' X-SECTION ��' 6003-TOAUAL N { ••1 • ••• «• - STE� XSECTION .12G .128' .,26" ••• •Ti • o• � � ,00 F 03,' • i 41288-1• • • i • O IL •• • • • •CEt�I'ERW/Q1CIARHOLE MUSTLIEYATHINTHE J .12b 378• .166' . DASHED BOUNDARY.SEE SHEETS 8.20 FOR THE -T ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 0] # y 1 HOLE DIAMETER:ANCHOR DIAMETER.,MB'. - ED 8 O 1•X4•X.126' 1'X4•X.376' 1•X4•X.376• 8.800• LD W h MULLION MILLION T-0MULUON CUTH9RE8.000• Z 6063-TB ALUM. 808349 ALUM. 8063-TO ALUM. �8. 3.12r F{L�jp.gF� •378' •3Mµ O J X-SECTION XSECTION X-SECTION MW. DETAIL F.SHEET Z 1.260• I 378• Z U]i ffi ------- r------- CENTEROr --------- ----------- .378' ANCHOR HOLE MIN. .�.� 0 1.280• 12t{0• I I 1 1 1 MUST UE WIT" 1 I Q a. 1 1 I I THE DASHED 1 I JBOUNDARY.SEE qrf 2.1 W I --- 1 { --- 1 I SHEETS 6.20 FOR F I11 I Q 3.84• THE ANCHOR C.C. { F I MAA)UMUM to Z ANCHOR LCL • 3.2 5T I i I i i t DIAMETER E 0 i i rs• J S2 .107 .107 ------ I L-------J ANCHOR L---------- --------j DIAMETER 1,6•.10(r L L -j U m a .low STANDARD£ �- STANDARD CLIP u•cxlP CLIP 6000.3--TBALUM. L 808 -•i.827 I+ I -"i.820•F- +I 820'I► zc.-ITHIN NTEROFANCHORHOLEMIUSTL� TOT SOSTtOP� � 70PVIEW11YlTHE DASHED BOUNDARY.SEE 1.26'x3.25 x.10(• l2V X3.28•X A2r 1.26•X 3.54•x.824• SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION ME&LION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Vale* ParMu0lon: Dlaeaalon Value n)ForMulUon: 8006.78 ALUM. 606•T6ALUM. 60&T6ALUM. D4111ETER:ANCHOR DIAMETER 1N8'. lwxex- V X3.2V TION XSECTION XSEC ION X-SECTION F 1. 1e d 1. .126• O 0.800 X.824" H 2880 Alwdnum H 1438 Agohn 3.4�' 5" Tube 1 5 Tube MuIllon r3 137 2881• Q- 12211 , MIN. 37b' F 5187 1•Xr X F 2 128' 3A4'•1 6 0. .376' d 1.126 X.621"H 2430 Alumlro0n H 1.600 Afumlmun073ULTREVISED 1 5000 lube S'T I 3.280 TLbe MUllbn w�a,,,p,y;ng�yweFfe" 1F 2 tvX52S F 281 37 Mui ngoe.1�• IO 0.760X.107 F 2878 46•B Mug AcovteaooNo(6•a'LJ8.09 H 1.60 Alumgllm �637 iiiH j 1 5 Abe Mulbn By 3.?b74b.gpy Mi TABLED37 BAY MULLION I 6083-T6 �-----__., L _----� Mall mention PGTPaltf ``� NNs c 1 x 3Ea + ( � Munroa sm cep oaeaL cla u enp Angle agp `�.��Q�4 s....4��1 X-SOFFSET CUP vXrx.128•(10) 89364 BBB,1/M 6881,22M SWAIM 668618M >:'%`O F .126• 8063•78ALUM. rXr x.376'(1,) 66610 SS6112M 6661123M 666242M 686619M ' •�I'•`•�r`I 'mr{--.96r-a .740• TOPVIEW 1•x4•x.379'P h1) 56863 00112M 66BIl M 8e�U SM191M NO.58T0� N &, 1.24 X3.29'X.10'(13) 20160 8881127M 8881124M 6682410M 6656118M - :. LLt1)HOLES TO BE DRILLED W THE F81D FOLLOW WG OBMENSIONAL RESTRICTIONS ONEN ON THIS SHEET (18) 20162 8861117M M1120M S88241M 688617MS �; 2)SEE SHEETS 820 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 3D Depree(1 S 88848 WA WA WA 6866110M 46Depree(20) I 88660 WA WA WA 68861,1M 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A Ln ,'�R`�•E• FL P.E.#68706 a . . ••• • . . ••• • • • • • • • • • • TABLE E • • • • • •• Mull Dimension POT Pert S • • • • £ •• • • •• • (siteetg) Mullion Std.CRp LLClip Angle Clip I '�f—•12s : • •• I•--1_-.1:•• • : �I+,126' CeCelli!2'X4"X.25(16) 881302 888281M 00271M 6886112M • LDARD CLIP I • •wU-CLIP ••• 2X6 ANGLE CUP 4 2"X('X 25(17) 68804 ! 888272M 8886113M 111 YYY iiiSSS •TBALUML 8083-TB ALUAL 8083.78 ALUM2•�' SECTION 2.126' I }}XSECTION 2p XSECTIONt)HOLES TO 13E DRILLED IN THE FIELD FOLLOWING .125 • i ~ •14 1"• i•• ••• •1 ,m DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. • • • •• • z 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE v ••• • • O HOLE LOCATIONS. 1.48(' ••: X1'4:0• i • • 000 •• 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. b.600` C) ERE TO 2000, 3.600'— -1 OUT TEAL.P. .375 £ 8.000' W LL1m Z O .376' MIN. SHEET4 MN Q m --- ------ ------- g Z r----- -- -- -------- I I 1 r-------^----- 1 Z W� 4.000' 280' TXa•x25 3,438" £ —-—-—-—i V 3 MULLION i i I SAW 6083•TBALUM. %•SECTION I I I j -, .3M706-L I t L 1 L- STANDARD CLO+ 2X8 ANGLE CUP = Q CENTER�ANCHOR HOLE MUST LIE 6063•TBALUM. O rXCM•TBALUM. CENTER OF ANCHOR HOLE MUST LIE 6W3•TBALUM. BED FO r x a•MULLION 1s o N .260' WITHIN THE DASHED BOUNDARY.SEE TOPv1EW WITHN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS&20 FOR THE ANCHOR O.Q TOP1f�4V SHEETS 6.20 FOR THE ANCHOR O.C. DISTAMM MAXWUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOVE DIAMETER:ANCHOR DIAMETER+06•. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4-tf16'. SHEETS 6.20 FOR THEANCHOR O.C. SAM 77F IANCHOR HOLE CUTHERETO DIAMETER-11hr. 6.000' .375 CRE ATE F4XW. .375 MN. £ r_SIE DETAIL F. MN. .375 SHEET4 MN. .375 i 1 i I 1 I I I• 1 •.tc�UCT REVIS13D me yl withme I 1 I I Swam No I0•0�jlt�a'..1 PniuDDe goal By 4.688' £ t 6.438' £ +—-—-—-----1 I I 1AiiI1llff 6.436' I 6.435 Tx8'x2SMULLION I I I 1 i i •,:'A�CENSg'•;F�p .: 8078 ALUM. I i I i i iit:• No.58705 ••it XSECTION `-------- MN. 1 STANDAROCLIP U•CLIP 2XBANGLE CLIP i�,�' !cC0....••'`�'��` • 8083•TBALUM. 8083•TBALUM. 6063.78 ALUM. TOP VIEN USED FORT X 8•MULLION.SHEEP 17 TOPMEW TOPVIEW A.LY{IIS Y�IIILLER,P.E FL P.E.f 68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-14.THE OPENING REQUIRES A DESIGN PRESSURE OF+90AM.0 PSF. 1 IMTWIYASSUMING THAT AI' SUR THE ON.��W�Y+.IS �TOTHEOPENMIGWIDTHIS32'+32+1• .REFERENCMGSHEET2S,THEC.OLUMNUSING x No ANCHORS IN HEAD I CTANWLAR LOADING MUST BE lI EZ*e 1�1LL HE S a MULyOIN Ti"IS AT LEASTTHE WINDOW FRAME DEPTH OF 2.114-AND WILL MEET OR EXCEED THE REWIRED W DESIGN PRESSURE OF+60.0180.0 PV.fiTHI'jTAYLE DOES WT SHWTHE EXACTi3l2E,WSE SHE NEXT LARGER SIZE AVAILABLE 1-eFE SEE FROM TABLE 3A.MEET 7,THE 1•X 2711F X.3751MULUON(a;lffH•Wq OPENIRGWIDTH-4M MEETS THE DEPTH REWIRED,HOWEVER THE DESIGN PRESSURE IS+1-583 PSF AND WOULD ,0VETAHAISIEETS NOT BE SUITABLE FOR THIS APPLICATION. 6g s 23 FROM TABLE 4A,SHEET 8.THE VX 276•X.880'MULLION(LENGTH-72',OPENING WIDTH HAS A DESIGN PRESSURE OF#727 PSF WHICH E)CEEDSTHE REQUIREMENTS FOR THE 6 OPENING AND MAY BE USED IN THIS APPLW%NATETH&,ANCf CAP4gR REQ(j(1 F OF ON LBS. MULLIONLEN IITH 2)USE TABLE 48 TO FIND THE ANCHOR TY•W-Mk4M;N$YU:LIP�EREQyIRWFOR THE wow SUBSTRATESam THE STANDARD CUP WITH(4)#12ANCHORS AND THE 2X5 v m ANGLE CLIPS WITH(4)012 ANCHORS HAVE At1OARROV 0RSOMBS&WOUGM EITHER O 4WWLD BE USED.THE STANDARD CUP IS EASIER TO INSTALL cl) N co / DET" 3)VERIFY THE DESIGN PRESSURE OF THEVFNEWRANON PRODUSTS VSES WITH TRIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SITS APPLY TO THE OVERALL ASSEMBLY.FINAL DIMON PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT HE INSTALLED N ACCORDANCE WITH THE 111111111 as INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 41-10.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, LU g O NOA MORS IN VAN"SIU. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 PSF: m —� TM (eOISF9Xt 6388 PSF/-LBS S24.0LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) g z THE BUILDING SUBSTRATE 19 KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 24W.THE OPENING REQUIRES A DESIGN PRESSURE OF+S0.0145.0 PSF. z FOR THE VERTICAL MULLION: Q `o 1)INITIALLY ASSUMING THAT A T WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72.0"05-AND THE OPENING WIDTH IS 3('+3r+y-73••ACING SHEET 25, �2 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEW THE WINDOW FRAME DEPTH OF 2.WAND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0156.0 PSF.IF THE TABLE DOES NOT BROW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J FROM TABLE 3A.SHEET 7,THE VX 2.70'X.37V MULLION(LENGTH-108•,OPENING WIDTH a 80)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 1S+1-18.1 PSF a S2 g MULL WIDTH r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. ~ Y555! FROM TABLE 12A,SHEET 16,THE 2'X 4"X 2W MULLION(LENGTH-108'.OPENING WIDTH-8j HAS A DESIGN PRESSURE OF+1.84.7 PSF WHICH EXCEEDSTHE REQUIREMENTS OQ. LLLlll N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE IIETAHAXFFNHBTRATION 61f2-3 BECAUSE R IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38•+38•+2'-74•,NOT T3•AS PREVIOUSLY .� SSS PRODIJCIS � ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-ilr+38•UY+2'-7n r r 2)USE TA13LE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POLRED VER r-4L CONCRETE HEADER AND SILL ARE 8'WIDE IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'.CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE MWULL - ' USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'ONES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND SEE —SEE tENOTEI THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 6 DETAIM DETAILS, SHEETS 2•9 BHEET3 FOR THE HOAIZONTALMULLIONS: hPEPNt6 a ItFOHT BECAUSE THE VERTICAL MULL WILL BE A2•X 4-X 2MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY.ANOTHER FOR 60•MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32"+7Y+2'-108'.REFERENCING SHEET 25.THE COLUMN USNGTRAPEZOIDAUITRIMOULAR LOADING MAY BE m�"plyb%whhm@FIwfh USED.FROM TABLE 12A.SHEET 18,THE Y X 4'X.280"MULLION(®LENGTH-4r.OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF*170.0 PSF WHIG BuiMuWCow EXCf DS THE AmPano No16-01215-03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS, pirnli a Date ZO$ SEE aET 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' BY BLffET9 WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X6 ANGLE CUPS WITH plo" (4)3118'ULTRACON ANCHORS ATM EDGE DISTANCE OF T GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \11 I I I I I ANCHOR CAPACITY OF 521 LBS. .�ON.(LYNN ti1A1e, HORIX 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 1213 FOR THE U-CUP SHOWS THE ANCHOR `��'��.•'\,\GEN ''• /fj �i� I(I�'MULL38;LENQRI MOLLLEN9TH CAPACITY IS 1074 L13S WHEN USING 3 ANCHORS.WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LBS.THE `t• F N7oTxFOBVERRCALMULL ANCHOR TYPE IBA#12 STEEL SCREW. ."'1'T No.:i8705 FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: - -' - +W.7 PSF FROM THE VERTICAL MULLION, +1170.0 PSF FROM THE 38'HORIZONTAL MILLION ATTACHING TO CMU: % A +1170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION} S'A E J THE LOWEST DESIGN PRESSURE 15+U.g4.7PSF AND VmwAPPLY TOALL OFTHEMULLIONS. .:�'��,•••.FCOfitOP. C,�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYP.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUON. FL P.E.$68705 .. .. . . . .. .. . • • • • • . • • • • EXAMPLES OF RECTANGULAR LOADRM • • • • • rAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: �� q n !9 • !• • • • 0 00 t • ••• ••• •.•Pw PW � PW i n • • N li // •• LLL t0 SH/DH SFilDH SHIDH SHAH t •• • • • • PAr PW NN m Fj 4 4 4 4 • • o LU o)... LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION to SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / L I-- DOOR DOOR m SCID ._ —j n Z g� PW I LOADING OF VERTIOAL MULLION 2 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION a Pw � z o PW a rP L F Q y SKIMSFWH SH1DH SFiiDH I U O Q 4 4 a O O SHWOHLOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SRL OF WINDOWS NOT ANCHORED WITH QJTERSECTING VERTICAL.MULLIONPW HI 1 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL PIA I MULLION HINGED DOOR 1 WV II f:^CDLiUCT RfiViS1D 1)DRAWINGS AREOdidtagwith 90 FuNme PW CONFIGURATIONS.OF TYPICAL Aco¢Mnco RERESENTATIONS a � p / / j PW 20 CONFIGURATIONS NOT SHOWN j MAY BE EXTRAPOLATED FROM MI / / I THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT ��UU y LYNN 1��i� / Pw BE DETERMINED.USE ;��i1�0�........, �i�' PW RECTANGULAR L.OADINQ �.. ,\CENSE '. p S)SEE PRODUCTS'APPROVAL FOR No,58,105 / ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 _ PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONS i `>— �'O:� 6,•I � I SGD .� ST TLOF I U '. LOADING OF VERTICAL LOADING OF HORIZONTAL. A LYNI�)�IEtI'A\E. MULLION MULLION FL P.E.S 687116 a CX i , MIAMI.DADE MIAMI-DADS COUNTY "I IIN PRODUCT CONTROL SECTION DEPARTMENT OR REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 i M. D CEPTANCE UA www.miRmidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florlda•Bu ilding TION:Series"SGD-770"Aluminum Sliding Glass Door w/W&13T corners. •• APPROVAL DOCUMENT:Drawing No.PGT0130,title "Series 770 Alum. SQ LK LM Impact",sheets 1 through 22 of 22, dated 10/10/14,with revision A dated 10/08/15, prepared by M"afacturer,•six d anc; • sealed by Lynn Miller, PE., bearing the Miami-Dade County Product Control Revision stamp with the•;••• Notice of Acce tance number and exniration date by the Miami-Dade County Prod%q Cttrol idla. ••••• ISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• LABELING: Each umt s ear a permanent a wit a manufacturer's Lair a tr logo,• % stated•••:• modellseries, and following statement: "Miami-Dada County Product Control Approy4",unless otherwise:••••: noted herein. •• • 000:00 • 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 manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0128.11 and consists of this page 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.IS-1013.1 MIAMbDADg COUNTY Expiration Date: February 17,2020 /011 I J Approval Date: October 29,2015 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer,signed and sealed by Lynn Miller,P.E. 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 sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FT-6+11554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. ; ••. •••• 0600:0•••:• (Submitted under NOA No. 14-0123.10) •' •• • 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading pgj)q)�,TAOQ�-94 ,•••• 2)Uniform Static Air Pressure Test,Loading pec ABC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-14,•••• ••••• ••;••• 4)Large Missile Impact Test per FBC,TAS 2(XkV •; ;•. •. "•" 5)Cyclic Wind Pressure Loading per FBC,TAS 2DI-94 •••;•• 6)Forced Entry Test,per FBC 2411.3.2.1,and Y J02-94 •...;. along with marked-up drawings and installation diagram of an.aluminum s2rcrXg glass: •••• door,prepared by Fenestration Testing Laboratory,Inc.,Test Repcit;No.: •••;•• - ' FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised anti•reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted tinder NOA No. 09-0826.10) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Manuel re-re),P.E. Product ControlZx miner NOA No.15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNru-=D) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980, FTL-59939 FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-60289 FTL-6031, FTL-6033 and FTI-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 1S-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014),dated 01/30/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 0.0• (Submitted ander previous NOA No. 14-0128.11) Soo 0000 •••9••• 9 2. Glazing complies with ASTM E1300-04 9 9 99 • 9 9999.. .. . 9999.. D. QUALITY ASSURANCE 999900 :0968: 99 1. Miami-Dade Department of Regulatory and Economic ResourLss�99P,1R). :0000' :.000 90.00. .. E. MATERIAL CERTIFICATIONS " 00 000 000 00 O 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amaricn;Inc.fqr tlie�ir •;;• "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring pn 12/11/16:0.0 9 0 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amei+iea,Inc.for-thoir "SentryGlas®(Clear and White)Glass Interlaye&'dated 06/25/15,CXphl lgbn 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying 1CLSFBC-5'� Edition (201 ted October 8, 2015, issued by manufacturer, signed and sea a ny ynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°4135°corners-L. I. approved on 02/12/15 and expiring on 02/17/20. Manuel P e P.E. Product Control x miner NOA No.l - 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:AM An�t>or str to Frame MIM Edge Min Member Disletice Embedment INCLUDING POCKETS &900/1350 CORNERS GENERAL NOTES , IW Elm Ubae0n ' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&b. GmWad CMU 7M C80 min.2 kaI mut .iamb 2-U2 95 t 4• 2)DESIGN PRESSURES: IW Elea 410 S.S. Correrete min 9 ke0 HeedI3lWJamb 1• 1314• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CmtaRex Un9�red OMA Vould CSS) Jamb only 2-11Y 1414• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.9adhem hen 6°0.55 Heaaf Wealb t• —1.359 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS lie Moo L%scon Cen°°°ta(mi"288 Kai) Vg T t 8• PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT U CMU 1• 1•Um WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,1"or410 P.T.8ou0rem Pore(8L3°0.66 BV18• CAST BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 614. 5.s.eMa, Sie � 3W VOW4}SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE 3 (min.110nas1eM) 'A38' 3� 0.067Steel Stud,A833 Gr.93' 318• 0.0181• 6)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Cmmrete(adn.3 274 ke0 -1M' 1318•NARROW JOINT SEALANT. 14•E oo 1885.8. tln�ymutod T 1-U4' 6)REFERENCES:ELOO ULTRACON,CRETEFLEXAND AGGREGATOR NOA'S,ANSIAF&PA NDS FOR AABre Data 0mu19d CMU(As7M C®0.mbL 2 ksl ) Jamb oMy 2• WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL .P.T.Southam Pine se-. b t• 1318' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.9ot101em Pore (i°0. HeadtewJamb W18' 1 8• CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 •12,steel SMS G6. amnlntmu eoalae` tkadt86UJemb 0'089' 8}DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (�^11 u+eweM) Sleet A3V Headwiamb 818' 0.060' FLORIDA BUILDING CODE,AS APPLICABLE. steel Stuck AMe or.Sr 3B' j 0.0481• TEST REPORTS:FTL5980,FTL5993.FTL•8001,FTL-8014,FTI-6014 FTL•6017,FTL-8022,FTL-8023. `MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTI.-8024,FTL-8026,FTL5028,FTL-8031,FTL-6033.FTL4 0 6 AND FTL 7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. P-HOOK INSTALLATION REQUIRES 2.893°MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2`THICK OR GREATER.IX AND 2X BUCKS SHE WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS.........,2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. I ANCHORAGE.....................614 6)IF SILL IS TIGHT TO SUBSTRATE.GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK NON-METALLIC GROUT, DESIGN PRESSURES....._8 8 MAX J/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SIL THAT IS NOT TIGHT INSTALL DETAILS.....__.....1214 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,309 FELT PAPER OR MASTIC IS ELEVATIONS.....................16,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B.SEE DETAIL3 ON SHEETS 4&6 CROSS SECTIONS......_....1809 PARTS LIST.....................20 alas Desalption(Listed tram BcIlerfor to Interior) EXTRUSIONS.... ....21,22 (49 118'Lanowted: Utes of 91,7 HS these%".of PYe MI-1 - GSA a esupiy4=wll!d* 6178°Laminated: Nee of 14'F6 Gess w6h.080•PVs Iftledayerno G4 7118'lambuded: plea of 3118'HS aim w9h.o80'Be W DESIGN PRESSURE RATING IMPACT RATING GM1 ��, lke6 ��qdN. SEE TASLES 1,2#3 ON RAZED FOR LARGE&SMALL 08 P LendneW LG.:9118'TExtmlotCop+3r8•Air +7/18'LemMW; Nes of 3!18`HS Glass a0h.097 PVB a SHEET$8.7&8 MISSILE IMPACT RESISTANCE 1'Lwntuded LG.:IW T Extelbr Ca +&118'Au +7N8'l ambm 4 Nes of 3f1S' TW� � . •• GO 1•LemMeted LQ:3118•TExteda +318'A7 +7H8'Lm*wbd: Nes of 3/lWA Glee w111RO68a L4IZING NOTES: r G&A 1'Lmnbl�dLO.:IWTEstaftOa +5MG1AR8 +7118'LemttmW. Ulesof911 rise � NAANNNEALED ``��pNV LYNNM��ii�i 07 7118'Lembmted: Uteaot3il&•ANNcdasew8h.09G SOUxe • • • Ri=^W STRENGTHENED +`QSi�;• �}GENsF••.F,P �� 07A 8118•lemdireted: LBes of 1r4'ANN Ouse w0h.087 80IMala7a •• ••• c TGNPERED 08 V Laminated LO.:3r18'TExtedaCep+318'Ak8 +7118•talnkt od; Nesof3flr AtNN Genas w8h.08PVB'_.090•BUTAC�T�B BY KURAPAY AMERICA,INC. = : No.58705GSA TLandsaredLG.:1r4•TExW*Cap+BNe•Air Speoe+7118'Lanlnatad:(2)L9es of3V18•aNN Glen with.08SG°�•08D°SENTRYGLASSY KURARAY AMERICA,INC. FkWWA ca. • /O �-0 IS'��; so 14 VMS A 78DWER1AYERAMNIFAcnam. • • • • • • ERAL NOTES AND MAP .• STA E OF 1N0 T> LOOYOWIrf 'r�� ;F(ORIOp;.•' \�� • •• • • • ES 770ALUK SGD-LM IMPACT �'�s`,/ONAL��`• • 1)•ta0i80D • • •A.rere la-ft +w+ �i��IMNNM6J.ER: i 11Y1RN4 OW..WAUK#29 ae 8017.7)0 NTS 9 +22 POT0130 A P.E.0 s8703 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS / 1ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'Jw",-Jd,'KV OR'Ke INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE tias NOM.PANEL WIDTH NOM.PANEL WIDTH P�Xp.ppm OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 13 PER TABLES 1-3 CAN BE OXXXp. i 2)98-&135-CORNER CONFIGURATIONS CAN BE A COMBINATION � OF ANY 2 STRAIGHT CONFIGURATIONS. i MAX UNIT MAX UNIT i IGHT HEIGHTF 3)FOR NOM.PANEL WIDTH.SEE TABLES 13. PERITABLES 1-3 S PER TABLES 1 3 'X'=OPERABLE PANEL 'O'=INOPERABLE PANEL, POCKET p, POCKET I ib 'P-=POCKET F—DETAIL LETTER --W=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL "dl-CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS L--SHEET NUMBER MAX UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-r NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR I - 125' PER TABLES 1-3 PANEL HEIGHT=DOORR UNIT HEIGHT--1.858' PER TABLES I3 MAX UNIT i aHEIGHT GMG PER TABLES 13 / / / I p TABLES 1-3 . POCKET SI POCKET &f 3-PANEL CONFIGURATIONS f`r J 4PANEL CONFIGURATIONS MAX UNIT WIDTH MAX UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH T PPER TABLES 13 PER TABLES �- 4ppmrtdncompiTiagwll►t4 m 0 uw MAX.UNIT sEE d� MAX UNIT I HEIGHT h $ NOTE worm a,oaua 1 Tms HEIGHT I �' TABLES 13 BHEET. Or, PER TABLES 13 h / / / • • • • • • •• 5-PANEL CONFIGURATIONS '• 't�f• �••• • • ••• CORNER,TTP. ` !K'/ Ne.58705 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) ': l o vZ• I •' �•� STA L OF 1C; awx sc 10AMIS a oca;lxoEaTN�ss►�er • • • • • PLECONFIGURATIONSam i %'0��;•FCOmOP.•'`G\�;� ' '`s.�a' • • RIES 770 ALUM.SGD-LM IMPACT • KNeNeao • • anweac ago ovavw ,as �� j 1 A LYNN MILLER P.E 10/fcW4 roma a,� cEm OF AM a ® 63o•no NT3 2 -22 PG T0130 A P.E.96m ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/18'@ 9W HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS 300-11V@ 12V HEIGHT LOCATIONS USING DETAIL°JW,°Jd',"KW OR"Ke INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1.3 pM=p,pXXX.K OR XXX(p.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. t I 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT HEIGHT, / �g 3)FOR NOM.PANEL WIDTH,SEE TABLES 1 OR .3. I a *X"=OPERABLE PANEL, PocKEr I 'D._INOPERABLE PANEL, _Jar,__—� =POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX UNIT WIDTH 'W'=WOOD OR METAL INSTALLATION c°=CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1-3 DLO WIDTH=NOM.PANEL WIDTH-7' I � DLO HEIGHT=DOOR UNIT HEIGHT-10.126° I PANEL HEIGHT=DOOR UNIT HEIGHT-1.868° KET qv- MAX.UNIT � HEIGHT PER TABLES I3 / POCKET 1 7-PANEL CONFIGURATIONS MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1.3 op Fm 'A 62-11 Im AJN 112Napp rtomplrlaR•W tb I Usk MAX.UNITri da qFr �� ad HEIGHT I N PER TABLES 1.3 ISL• ••/��• •/�[•/ • • • yI •b/ • ' • —J POCKET j N= J� •l ,:'VlC S 8-PANEL CONFIcs AffA-w@NS •• • • • No.56705 �r " O`•. STA e o so RYN1016 ACWWOk8Ti098NE6r • • • • • • �� FLORIDP,:'' PLE CONFIGURATIONS �''hsS/CTIVAI E • •,ymieap •• • ' S RIES 770 ALUM.SGD-LM IMPACT �,�111001\ ae.rrer Bare sere O�i� We _ A.LYNNMILLER.P.E. m.�es ews •we tin oParrxarea• soo-n0 NTS 3 d 22 PGT0130 A RES!!!! JR 10/iCA4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS(G3,G3A, G4,G4A,G5&ISM) 718"NOM. 718"NOM; 1"NOM. 318'HS GLASS---N318"HS GLASS 310'HS GLASS .090"PVS _ .080"PVB .090'SG 318'HS G 318"HS GLASS 74 318'HS GLASS 74 318"A02 SPACE Ta 318"T GLASS 82 82 1p �w� 314'NOM. p�� 3/4'NOM. 3/4"NOM. GLASS (� GLASS 8B a BITE 617E GLASS SITE 80 s a 79 5a 54 55 711$°LAMINATED GLASS,TYPE t"'31 7110°LAMINATED GLASS,TYPE G4 V LAMINATED I.G.GLASS,TYPE G5 918"NOM. r— 9118'NOM. 1'NOM. 3/18'HS GLAS 1/4'HS GLASS 1/4'HS GLASS .Ow PVB .090'PVB 080"SO 318'HS GLA 1M'HS GLASS 74 1/4"!IS GLASS 74 5/18"AIR SPACE 74 1/4"T GLASS 82 — 83 �R RR ��•NOW txrERroR LASS a"�' 3/4'NOM. 56 GLASS p SITE BITE BITE EXT(E�MOR 8t 81 `+- 7a 54 54 66 �9ed4aomPtytsg+fll4rta aea NOA9 t qet 9/10"LAMINATED GLASS,TYPE G3A 9110"LAMINATED GLASS,TYPE G4A V LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES • • •• • • • • • �� r .�:•••r.�//!(e ii "ANN'-ANNEALED • •' • • • • • • • "HS"=HEAT STRENGTHENED •• ••• •• • • • •• sY No.58705 T=TEMPERED PVS"=.090"SWAM=KURARAY AMERICA,INC. "SG"_.090'SENTRYG Y KURARAY AMERICA.INC. .�tSTAS IS W W so1m o1s w 1EDRUEALAIERMNRlFACTi1RE77 • rSiorEddvaoort�Rrvt• • • • 6L�RZINOOETAILS ��T'' FLORIOP. 'G� • Maw A& .,Rww aft •r •• . • • $RIES 770 ALUM.SGO-LM IMPACT � A.LYNN MILLER.P.E. .7i 1 0114 am CERT.OFAU7MffiEY1P9 BotrTie NT3 4 "� POT0130 A P.Eaeera ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS(G6,G6A,G7,G7A, G8&G8A) 1°NOM. 7/18'NOM. 1"NOM. 3/18'HS GLASS 3116'ANN GLASS 3418"ANN GLASS �, .080'_ 3116'HS GLASS .090"SG 3118'ANN GLAS 318°AIR SPACE 74 3118"ANN GLASS 74 318'AOR SPACE 74 3/18'T GLASS 3116'T GLASS — 82 88 83 EXTFRIOR 3NOM. 314'NOM. 314°NOM. 14'GLASS 66 GLASS 66 GLASS 4�3 BITE BITE BITE ExTEwoa . T 80 7078 54 65 56 V LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM 9118'NOM. 1'NOM. 3118'HS GLASS 3110°ANN GLASS- .090. LASS.090' 114'ANN GLASS .090'SG 3118'HS GLASS 0�"SG 3118' NN_G 618"AIR SPACE 74 114°ANN GLASS 74 5118'AIR SPACE 74 114'T GLASS 114'T GLASS 85 83 314'NOM 314"NOM. GLASS 68 314'NOM. GLASS 56 GLASS B BITE ITE BITE Dagen EXTEaIort 81 79 78 ♦ppmved"wmpbbgw%d1* 65 64 55 Maida NOM ml a'md•n 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A sr • • r • • • • • • NV%.YNN GLAZING NOTES: • • •• o • • • • �� 0,.• ( i "ANN'-ANNEALED • •• • • • • ••• • : �� '�CENSfi''•.Fp�� "HS"-HEAT STRENGTHENED • • • • • • • • • r T=TEMPERED •• ••• •• • • s •• ±� No,58705 'PLB"=.090'BUTACITEYKURARAYAMERICA.INC. _ .. "SG'=.090'SENTRYGLAS•BY KURARAY AMERICA,INC. all ei;'!!L 8C 1G6=6 A TED0ffEkAYERMA WAC7UR6R • • • • • • • �'•,• STA L'OF J� ,app GLAZING DETAILS % F��`c �toa�oPGMow OVENICA FL 306 `��j;�: 0,0:rJ�eos0p •• • • • SFrtfES 770 ALUM.SGD-LM IMPACT ''�„GNAT <<`� a as ae„v a".aar. awe A.LYNN mv”P.E. .82 1�d/t4 _ mrr�, - • SOD-770 NTS 5 ?2 P0T0130 A P.EJ168706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantifies Required,(tor sill approved Door Unit SMHeightto Max.(+)DP configurations on 8heeta 2&3} Maximum DP ioraU sizes:+601.60 (Water htluetlon Retun9) For caner astral anchorage wn 80'or 136'owner units,see street 11 Weir be limited by Table 1A) 881 Rber Height (Flet or Box,see psi Des as to Ghee Shad Pressure,pet 17) Ty 3 6,6A,7,TA,8 Flush-1-117' see note 3 &8A the Stile!AstragalAndwGroup roup AnC1110TOGMUP Amhor Group Low-2-11r +40.67 types strewn below. 11 2 1 3 4 1 2 3 1 4 1 2 1 3 4 2 3 4 MatBum.3.V4' +8Q0 + + + + + + F+81 + + + -4° +60.0 24 LSO JanieFC4 8 8 8 a a 8 8 a 8 8 a 8 6 SEE NOTES 1-3 Pfiooit B+ 8+7 8+ 7+8 7+8 7*8 7+8 7+8 7+6 7*8 7+8 7+8 +8 7+3 tLeadl8N 04+1 04+1 C4+1 C4+1 CA+1 C4+1 C4+1 54+1 G4+1 C4+1 04+1 CA+1 C4+1 04+1 30' Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Plroolk 6+7 8+7 7 +8 7 7+8 7t8 7+8 7+8 7*8 7+8 7+8 7+8 7+8 Hea&8111 C4+1 C4+1 04+1 C4+1 C4+1 1 C4+1 04+1 04+1 C4+1 01+1 CAt1 04+1 04+1 36° 29"DIJO 8 8 8 6 8 8 8 a 6 8 8 8 8 Pdtook 6+7 8+7 8+7 6+7 7+8 7+a 7+8 7 7+8 7+8 7+8 7+0 7+8 7+8 7*6 7+8 OH LENGTH �-V- Head1381 C4+1 C4+1 C4+1 C4+1 04+1 CA+1 CA+1 C4+1 C4+1 04+1 04+1 C4+1 C4+•1 CA+1 04+1 04+1 4r W Jamb 8 8 8 8 a 8 a 8 8 a 8 8 8 6 a 6 P•hook 8+7 6*7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 +8 7+8 +8 7+8 7+8 7+8 W HeadlSpl C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 7+8 C4t2 04+2 04+2 04+2 = ) OH RAT{O t 1 Air �O Jamb 8 8 8 8 8 8 8 8 6 a 8 8 8 B 8 p � P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+tt 7+8 +8 7+8 +9 +8 7+8 7+8 J1_ FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3414'SILL. 2)WHEN USING THE 2-1/r SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4 SILL,POSITIVE WATER OP IS 60.0 PSF MAX.WHEN USING THE 4 SILL,POSITIVE WATER DP IS S0.0 PSI:MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A NOM.PANEL WIDTH-7" 3)411,3-1/4-AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/r SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.126' ADJACENT DIAGRAht THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT- 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Straight Astragal Locksdle® 90'Astragal Lockstile @ 135'Astragal Lockstlle @ Interlock P-hock Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal +Pp,wedYesbpylga�drs Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy duty Stile Fo/a' Delo Iasi NOM Standard Astragal Outside Comer outside Cwt et ,= a Ud Came. CENO ••_ • • ••• err """•""• • ° r+rer ft Outside Insl h1y LYNN�1/1�� • •• • mslde.41:1 1 Corner :��:.• stCENSF'•.,�p Part#60(stile) • ••• • PaR 961(6dld) •Part#119(Out.) Part 961(Stile) tiY:' Ho.5x705 k FP�#W(x2) Part 960 Part'#60 part 867(Astragal} Part#60 Part#118(Comer Part#1z0(in.) (Com. #31&#32 Part 861 Receiver) (torn.&Fxd Mount) ` 11 toteis :ti � Ores • • • • • • • e�pe• %��'•, ST so 166015 A plAear sneesJl r rtbaraihroL BPAMDANCHORAOE • •rJ48o+teas e• . ' • CIES MALUM.SOD-LM IMPACT e< a Lvra4'eLAUFR P£,` dR ON4 •" Mr.CFAurxetwaea 806J70 W81-6 ,22 POTO130 A P.c#58M ••• • • • • ••• • - • •• •• • • • •• •• ••• • • • ••• • - TABLE 2: Design Pressure(DP)and Anchor Quariddes Required,(for all approved configurations on Sheets 2&3) Maximum OP for all sizes:4601•80 For comer astragal anohsmp on 90'or 1381 aomsr ak4te,see sheet 11 (May be 0mbed by Table 2A) Dow lhk8 M Tabb applies to Glass lypasloir lie 1 4,4A.8,8A,7,7A,8&0A 1 ow akdM S aNe/ app DLO T3/ O 9 O 7 8' 1 2 3 4 1 2 3 4 1 2 9 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 t 2 3 4 HWAM + + 04+1'IM ♦ ► +1 1 C4+ ♦ + + + + G+ G+1 + + + 24• 011x0Jamb 8 0 8 8 8 - 0 8 a 8 8 8 8 a 8 8 B 10 1 10 10 10 t0 10 t0 10 10 10 10 10 t0 to 10 P-book 0+7 0+7 8+7 +0 7+0 7+8 7+8 7+8 7+0 7+0 7+0 7+8 7+8 7+8 8+9 B+H 6t Be8 8+9 8+9 8+9 9+1 to 9+10 9+10 9+10 9+10 9x10 9+10 Haadl�il C4+1 CA+1 G+1 G+1 G+1 G+1 C6+1 G+ GH C4+1 G+ C6+1 G+t i +1 04+1 C4+1 G+1 G+1 G+1 G+1 G+1 04+1 G+1 G01 G+t GN G+1 G+1 G+1 G+1 G+1 30 ,Iamb 8 8 8 8 8 8 8 8 s a 8 a 0 0 t0 10 10 10 10 10 t0 10 10 10 t0 10 10 t0 10 10 11.0 Panolt ET 8+7 8+ 8+7 7+8 7+8 7+8 7+8 7+8 7+0 7+a 7+8 7+8 7+8 7+8 T+0 8+9 8+9 8+9 8+@ 8+9 8+8 8+8 8+9 8+10 9+10 9+10 9+10 9+t0 @+10 9+10 9+10 HaadlBtA G+1 C4+1 C4+1 G+1 G+1 C6r1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 GN G+1 G+1 G+1 G►1 G+1 G+1 G+1 G+/ G+1 G+1 G+1 C4+1 G+1 G+1 G+1 SB' OLO Jamb 8 8 8 8 B B 8 8 8 8 8 8 8 0 0 8 10 10 10 10 10 10 to 10 1 SO 10 10 10 t0 10 10 8+7 0+7 8+7 7 P. 7+8 T+8 7+8 7*8 +8 7+8 7+8. 7+8 7+8 7+8 7+8 8+9 8+9 8+8 8+9 9 8+9 8+ 10 9+10 9+10 9+10 9+10 9+10 @+10 9+t0 F4aad/8N G+1 G+1 G+1 G+1 G+1 CA+1 G+1 C4+11104+1 G+t G+1 G* G+1 G+1 C4+1 G+1 04+t G+1 G+1 G1+1 G+1 G+1 G+1 G+1 G+1 C4+1 C8+1 C8+1 G+1 G+1 1 C8+1 42 Jamb 8 8 8 B 8 0 8 8 8 8 8 0 8 8 8 8 0 10 10 0 10 10 10 10 10 10 10 10 10 10 10 10 ILOP4kook 0+7 7 8+7 5+7 +8 T+8 7+8 7+8 7+8 7+8 7+8 5-8 7+8 7+8 7+8 7+8 8+8 8+8 8+9 0+9 8+@ 8+9 8+9 8+9 9+10 9+10 8+10 @+10 9+10 9+10 9+10 9+10 Head= 0442 G+2 04+2 G+2 G+2 C4+ C4+2 C4+2 G+2 G+2 C4+2 C4+2 G+2 C4+2 04+2 G+2 G+2 G+2 G+2 G+2 G+2 04+2 C&+2 C0+2 G+2 C8+2 C8+2 C0+2 C0+2 C8+2 CEN2 C8+2 4r Jamb 0 8 8 8 8 8 8 8 8 8 8 B 8 10 1 10 10 10 10 10 10 10 10 10 10 to 10 10 10 Pamok 0+7 8+7 0+7 0+7 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+0 8+8 &9 8+9 8+9 0+9 8+9 9to 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeediSID CN2 G+2 G+2 G+2 G+2 G+2 G+2 +2 G+2 2 G+2 Gr2 G+ G+2 G+2 G+2 64' �� JmM 0 8 8 8 8 a 8 8 8 B 8 8 8 B -8-8 P4aolt 8+7 0+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 T+8 7+8 T+8 7+8 7+8 7+0 (�(Ot aV8)(ab)8(tl t(1@8a S�ZEIa HeadISMG+2 G+2 C4+2104+2104+2 CA►2 CA+2 C4+2 G+2 G+2 06+2 G+2 G+2 C4+2 G+2 em rDLO Jamb s a e 8 8 a a e e a e e s a e e P 8+7 0• 0+7 8+7 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+0 7+0 7+8 7+0 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4"SILL TABLE 2A NOM.PANEL WIDTH-T 2)WHEN USING THE 2-111"SILL,POSITIVE WATER DP IS 46.87 PSF MAX.WHEN USING THE 3114"SILL, POSITIVE WATER OP IS 80.0 PSF MAX WHEN USING THE 4'SILL,POSITIVE WATER DP IS 80.0 PSF MAX 31(1 Height to Max.(+)DP 71POH LENGTH I_- DLO HEIGHT= (NEGATIVE PRES.UNCHANGED}SEE TABLE 2A (Water h0tre0an Rehkg) DOOR UNIT HEIGHT-10.128' 3)4',31/4'AND 2-1/2-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2• Sip Riser Heigh SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (+)D-W 12 POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY m Bek'see PreastHe,psf = I OH RATIO t 1stem PANEL HEIGHT= AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAMr THIS CONDITION IS Flush - 17) = DOOR UNIT HEIGHT-1.888" NOT RATED FOR WATER INFILTRATION. Flush-1-112' see tabs 3 O 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low•2-1� +�'.0 Medium-3.1/41 +80.0 8)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY.DIVIDE BY 2 FOR PAIRS TO BE h 4- +�'e OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT THE FOLLOW WG STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&10 FOR ASSEMBLY DETAILS. Interlock P-hook lxksttle @lamb Straight Asuagal lockstile @ 9o'Astragal Lockalle @ 13S'Astragal Lo*stlle @ rppmved d eO1d do Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal t�wWe Heavy-duty Stiles Heavy-dktyStlle HeaeryaiutyStile HevWdulyStile Heavy-duty Stile HeavydutyStfle Heavy-dutyStIle Heavy-dutyStfle HeavydutyStlle �� Standard Astragal Outside Outside Inst a nd aPredeet _ Carkrer Coj� ••eJ� •• • •• � t` rr • •• • +•' Romer Outside `�. p��(.IYNN. le • • • Ikt140e8om9r • Comer ; •� .•'JOENSF•''•F'P Part#61(Stile) Part#61 Stile Part#119(Out) Part#61(Stile} part 081(x2) Part 061 Part#01 Part 1181 Part#118(Comer Parts 031&032 Part#01 = ; No.58705 Part#67(Aural) Receiver) Part#120(In.) (Com.&Fxd Mokmt) - ~W UAW 8 SC 1ogV1010 A CHAN@687/08at9T • • • • • • q 7 TEO- 1g707 .00y 9PANDANOWR4QE •p••,. •` i18�a 'i'C'.'•.FCOF350P.•' • •1}4e9i ao •• c • UMES 770 ALUM,SOD-LM IMPACT ''' S,S'I.....f... arreoee carr a r,t /1.CYNHNK q1 `II.E 1411104wer 01M.OIzAtRH r!?9aap X770 NTS 7 a 22 aa.ror POT0130 A P aeioa • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: TABLE 3A Design Pressure(DP)and Anchor Qtlantigee Required,(for all approved contlguretions on Sheets 2&3) Maximum OP shown below Sill Height to Max.(+)DP For cooW abgd 8=11Mga AR s0'Or 138•tMor uNte.ase shad 11 (May be 8m8•d by Table 3A) (Water Induration Raft) Door LM Height Sin Riser Height Table applies to Glens Types 4,4A, 80 t14' 80 98" 102' 108' (Fiat or Box,amre Damn 6.8A,7,TA,8&9A and the We/ 171 Sheat 17) Pressure,Pat AdMal types ahown below. roup mnor tar rarp nchor0 Flush-11-11W see rate 3 1 —2T-3- 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-Ur +4507 -X + Medium-3114' +50.0 24• it FlearY818 C4+1 C4+1104+1104+1 C4+1104+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+i C4+1 CA+1 C4+1 C4+110441 C4+1 C4+1 C4+1 G+1 C4+1 C4+1 CA+1 High-3- +50.0 DLO Jamb 0 S 8 0 B 9 8 8 6 8 B 8 8 8 8 0 10 10 10 10 10 10 10 10 SEE NOTES 13 Ptook 8+7 6+7 8+7 0t7 7t8 7+8 7+9 719-7131713 7+817+817+817+8 T+8 7+8 8+9 8+8 "Me 8+8 8+8 0+8 8+9 9+8 yearr Pntssrae +h9p0 / +/•82.8 f +1-76.0 f �, 23• Headl811 04+1 04+1 C4+1 0411 C4(1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4t1 0441 C4+1104+1104+1 C4+1 C4+1 04+1 C4+1 DLO Jamb 8 8 8 8 8 8 8 8 e 8 0 0 8 8 8 9 10 10 10 10 i0 10 10 10 P•hock 8+7 8+7 "716717+8174817+817+817+817+51+ 7+8 7+8 T+8 7+8 7+8 7+g 8+9 s+8 6+8 8+8 8+8 8t8 8+8 8+9 Dodge Pressure .r/y0,opa/ 2 5 par +1-760 par �, 29• HOWS111 04+1104+1104+2104+2104+1 04+1 C4+2 C4+2 C4t1 +1 C6+2 C8+2 C4+1 C4+1 C5+2 C8+2 C4+1104+1 C5+11C8+1 C4+1 C4+1 C6t1 C5+1 DLO Jamb 8 9 9 9 B 8 8 8 a 11 8 8 8 8 10 8 10 10 10 10 10 10 10 10 plank 0+7 9+7 6+716+717+817+8 7+8 7+8 7+8 T+9 T+8 7+8 T+tl 8+8 8F9 a" 6+0 8+8 8+9 8+8 8+8 6+8 8+9 8+8 Deyr Aniure +Amu s/ +/JJ2.5 Psf +1-7&0 psi OH LENGTH �- 4Y 38• Howell) C4+2 G+2 C4+2 C4+2 C4+2 C4+2 CSt2 CI5+2 C5+2 C8+2 M1022 2t L2 C8t2 C8+2 C8+2 C6+2 0tt+2 C5t2 C5+2 C5+2 C5+2 C0+2 C8+2DLO Jamb 8 a 8 8 0 8 8 B 8 8 8 8 10 a1010t410 10 10 10 10P400k 0t7 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 3+9 8+9 8+8 8+8 8+8 8+8 8+8 8+9 8+8 8+0 8+8 8+8 Sr9 w y� Ogy p � Wa9 pal ses Note A boo +1.82.5 par +1-760 pat = XI OH RATIO i 1 41• tleadram C4+2 C4+2 C5+2 C5+2 C4+2 C8+2 tB+2 c5+2 28+2 C6+a CB►z a C6t2 2 C8+2 os+a f2i+2 C0+2 0002 C8+2 123+2 C6+2 l2<t2 08+2 0 as DLO Jamb 8 8 B 8 8 8 10 8 8 B 10 8 8 8 10 8 % 10 10 10 10 10 10 10 P-hook 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+8 18+8 8+9 8+8 8+9 8+9 1 9t10 9+10 8+10 5+9 9+10 8+10 9+10 1 8+9 4 9+1019+1010+101 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+1-90.0 PSF FOR GLASS TYPES 4.4A,6.6A,7A.8&8A;+1.87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4•SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 48.87 PSF MAX.WHEN USING THE 3-114'SILL,POSITIVE WATER NOM.PANEL WIDTH-7' DP IS 60.0 PSF MAX.WHEN USING THE 4•SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4-,3-11,r AND 2-112•SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1W SILL IS NOT AND DOOR UNIT HEIGHT-10.126" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT- BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.888' 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 6)DOOR SIZE TO COMPLY WITH CURRENT FEC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Locltstlle @ 90'Astragal locksdle @ 135'Astragal L e interlock P-hook Lackstile Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal `PPro"d u eoa�plyla=e4tli la. lTorWa �W�oE'"e Heavy-duty 5tnee Heavy-duty St le Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile O,re Inside No Heavy-dutyAstrao Outside Corner outside Comer W B7r elm Comer w • • 7'19'I� • .�-�d ar t It, • .ffJJJJ.J/�� • • • •• • • • Ir�side�� `�� pNy,.... ..�Q 'moi • • • • • eJ�z- w� • Corner outside .''[[GENS"':F9 • • • • • W�� Corner Q>; -Paff f(9dIe) Part 961 Part 061(x2) Part861 Part a61 Pert#61(Stile) Part 461 Part 118(Corrrer Part 0119(Out.) ( Part a61 yc: No.58705 �c Part 868(Aatragaq Receiver) Part��') (C=03-14=1) = w%• ••• ••• ••• • ;� am n so rasaa A cwlosnraNW • . • 1 •i • • • PANDANCHORAQE ':�PF`c:!�<oRrMP OWN �?.•'aCi �„J,a, „ SERIES 770 ALUM SOD-LM IMPACT e...me s+r awn s..n,r. In.e A LYNN eaLLER P.E Si1011004 rxyrr as�wnae a 80[1770 NTS 8 +22 POTi1130 A Si 141111104 PEaae7os • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C6"CLUSTER JAMB (7)P-HOOK ANCHORS MAX.UNITWIDTH DETAILS.SHEET 10 SEE REQUIRED SEE"C5"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL SPLICE (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR REQUIRESICV SHEET 10 FOR INTERLOCK 24"MAX O.C. NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK CLUSTER,SEE THIS POCKETS AND PANEL WNTH DETAILS SHEET 11 x x xx SHEET ", SEE POCKET (8)P-BOOK r------- - x z e'MAX JAMB ADAPTER 8•MAX x x x x x x x x zz xx x x x x x x x� INSTALLATION. x r THIS SHEET ANCHOR MIDWAY 1 T MAX "'•', &SHEET 14 BETWEEN P-HOOK i I �oi x-FRAM x x ANCHORS '.:. ANCHOR&AT 3" i gg" (TOTALS FROM TOP& 0 0. ANCHORS UNIT 21'MAX. ANCHOR) BOTTOM 14" I Io HEIGHT o'C PER JAMB a MAX.O.C.'® 14"MAX.O.C. e o P-HOOK 4.051" MAX.TO OPENING I i 8 {SEE JAMB EDGE OF POCKET SEE lggt ANCHORS x DETAIL INSTALLATION i o l e �o l �o=p-HOOK BELOW) DETAILS'Je'&'KC•, i END PANEL SHEET 14&PART i � 101 ADAPTER T x ANCHORAGE DETAILS'J'&IC, al ,°, VMAX RAPT -x 24•MAX (2 ANCHOR) SHEET 19 FOR i Il ANCHORS ��7 L---- 8-�• x x ..x .x/;`Zt - END PANEL O.C. P-HOOK % - x z x x x J"- +2' ANCHORS END PANEL x• X, x xx xx x x x z x z x' 8'MAX ANCHORAGE(SEE ANCHORAGE ANCHORAGE x' z SKETCH BELOW) oo (SEE S „'+2 ANCHORAGE ANCHORAGE CENTERLINE S'MAX.,TYP. AN AN, ANCHORAGE oo 2 04" OF PANEL 1 24"MAX EXAMPLE:6 P 2 TRACK.90"OUTSIDE CORNER- O-EXT.MOUNT POC ORALE PLAN: SPLICE NOTE O.C. 80'x 98"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 8' NON STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE r— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 8 8:_ HEAD OR SILL IF A SPLICE T CENTERLINE OF HEAD&SILL:8"MAX FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM OCCUR AT THE P HOOK. 80• • INTERLOCK APPROPRIATE TABLES,SHEETS 8-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER NOM' ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE . 01 PANEL SEE"C6 CLUSTER ANCHORS PER PANEL ADDITIONAL ANCHORS 24 O.C.MAXIMUM. WIDTH DETAILS,SHEET 10 "oxm.., FOR INTERLOCK ANCHOR AT THE MIDPOINT OF END PANELS ARE ONLY 5�" •+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT g" 3.8" REQUIRED AS PER THE FIGURE AT RIGHT:� ""� CENTERLINE JAMBS&P-HOOKS:6'MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS).14 MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOIp UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES.SHEETS 8$. SEE FRAME JAMB •out lwwmpbIos�d* P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR �y 8 U0tE3 '"+Y ANCHORAGE SEE"CS"CLUSTER PANEL o"W CENTERLINE DETAILS,SHEET 10 CENTERLINE CHORAGE KEA0 ER,SEE I.- F m mt Pradael e • DETAILS, I IAITERLOCK FOR ASTRAGAL GAL (2 ANCHORS) M ' 4.)61" I • : • • • • : • • \�,`�D�Y LYNN 44 F i • •, • ••• i \�a•. 4�cnss' •.9 CENTERLINE No.56705 - CENTERLINE "+Y ANCHORAGE CENTERLINE "+2"ANCHORAGE EXTERIOR �'OF PANEL 3 �OF PANEL 4 OF PANEL 6 - SEE SHEET 11 FOR OTHER INTr#RME��jEANC�TQFjS STA �1 rso+a A o CH0GO THE MUT •.: : i • ro� • • ' • • ANCHORAGE SPACING&EXAMPLE PLANSso `�' NNW. • • wc'awrra•• e • SERIES 77QALUM.SGD-LM IMPACT ' /T�NF�1 ,�. MOW ore •• • (somwiEOD • e m.�•t •wr wftft A 0.LV P E V. ! n m CW..CFAtlTMAMM sau-m NTS 8 d 22 01270130 JR i 101a/14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8"DIAG. 2.04• INTERLOCK--{�IF NEEDED INTERLOCK-1 CONDITION,USE CTE IF NEEDED 2.04' CENTERLINE t CENTERLINE 'C8'CLUSTER DETAIL) 1.76' 8'DIAG. 7• T 21• 1.76• MAX. O.C. EXTEMOR 2.04° 2.04' 2.04' 21' b.84' MAX. 3 5' 4'DIAL. TEMOR 7' 3.6' O.C. EXTERIOR 7' �� 7` 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAMAJI I r MAX. 6.W 0 ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK �2•�� (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 8'MAX, ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED.'C61 ANCHORS ARE REQUIRED,°C67 ANCHOR PAIR f4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPLICE LOCATION 8°DIAG. FRAME JAMB INTERLOCK—f- IF NEEDED INTERLOCK CONDITION.USE INTERLOCK IF NEEDED ANCHOR PAIR CENTERLINE t CENTERLINE 'C8'CLUSTER DETAIL) CENTERLINE 3.6' 2.04° 3.6' 3.5' 7' ANCHORS MAYBE INSTALLED oI 21" EITHER IN THE EXT.OR INT. 2.04' 'DV10. MAX. TRACK(INT.SHOWN) 4.06' 4.06° O.C. 2.oa• 5.64' NOTES: 4"DIAL ExMgpR 3 y 1.ALL DIMENSIONS SHOWN EXTERIOR 7. 30 8'MAX. ARE BASED ON MIN. 15 v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3 TRACK FRAME HEAD/SILL ALLOWED. 0 ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK ft ASTRAGAL OR INTERLOCK 2•FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,TA-) ANCHORS ARE REQUIRED,'Cn ANCHORS ARE REQUIRED,'C87• ANCHOR PAIR P HOOK SEE SHEET 9. ASTRAGAL OR I.SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK-►1 IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK►`CONDITION,DO NOT CONDITIONS ONLY: E THIS DETAIL) SPLICE LOCATION CONDITION,USE USE CENTERLINE I CENTERLINE 'CO"CLUSTER DETAIL) CENTERLINE IF NEEDED 1.76° _..l 3.5' 3.6' 7" 3.6' �► 3.6° •ppmed On oomph nvdth Or 2A4" 4"DIAL. 2.04" 4•DU1G. 2.0 a rrib 2.04' 5.3r DIAG. 'DIAG. qo� 4.08' 2.04' 4"DIAb. • • I g* ' LYNN ExTE t • 7' • • i i i • •• 7" 3.6' 3.6" ` N�,�CENSF'•. ID 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 0 ASTRAGAL OR INTERLOCK AL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK � No.56705 (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,9C8°) _ ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C67 WITH&WITHOUT SPLICE CONDITION •� L1'� • ••• ••• ••• • • �•xS:�Co�oIS rt7� -eF taw amrsots A CJtA 7NdB Er • • • • • • o.eseor. per,•, sT iL- F �: ANCHORAGE,EXAMPLE CLUSTERS • • �,"��• 1�ff SERIES 770 ALUM.SGD-LM IMPACT '��;,/GN/1l� WOWos oee carr.orauncXpP&e 8sw•r/0 MS 0 22 0� PQ7D130 A a��.aump.E A IWIOA4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.04" 2.94" NTEMR 2.04° IKMFttOR *04NOTES; INTER OR r1.ALL DIMENSIONS SHOWN E ° ARE BASED ON MINIMUM 8.12° ?4"DIAD. 8.1Z° 4'DIAG. 3.V 3 5. ALLOWED. !� 7' INTERI 12 DETAILS DEPICT ANCHOR 3. 80 3. 1 1QUANTITY AND SPACING, OR AND WOULD BE IDENTICAL ExTE R Empm 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4. 3.6' 4° 3.5" R *+I'ANCHOR 2.04• 2.04' EritTERI 2.oa• ExrE�ts� 4� 2.w r a.9a• 90°CORNER 90'CORNER 135°CORNER 136°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"C8') ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,'C ) 4.08' '+2•ANCHOR INTERIOR OMMR INTEMOR 4.08' "+1"ANCHOR - 2.04" INTERIOR 4" 3.5' LNTERIOR 7.41° 0 4°DIAG. r 136° EMMOR 3 b° (�CENTERUNE 3 3 6" I_ OF PANEL 4.08' 3 AO. 4.08' 6.37 r °+3'ANCHOR CENTERUNP 2.04" 4' 3 6' OF PANEL 4"DIAG. 3.6°7' EXTERIOR 7• 4" INS ON ALL "+'2"ANCHOR 3.b" 90°CORNER 135°CORNER VIEWS VIEWS r 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V CENTERLINE ('C8°ANCHOR CLUSTER REQUIRED ('C8'ANCHOR CLUSTER REQUIRED OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. 2 TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04' �-2.04" 1 3.6' 4" EXTERIOR INTERIOR 6•�• CENTERLINE OF PANEL INTEMOR 4a 30 136° .04° "+3'ANCHOR G' 7' •PPro'+dasowtpbbgwuha* 8.12° 4' 8.12° 3.6' 4.08° C r �t No� • • •• er 2.04" 3'S" 4" 4'DIAG. • " •4 i • i s r eR CENTERLINE al q> EXTERIOR • •- i i i •. •• 2.04' OF PANEL :.a•� ' GENS.. e 90°CORNER •136°CORNER J E , P 4-TRACK FRAME HEADlSILL 4 MCKH-MgAA/SILE • • •• ('C8'ANCHOR CLUSTER REQUIRED ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEAD/SILL ic. k ("C�" INTERMEDIATE ANCHOR LAYOUT No.saws AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3 TRACK SIMILAR) • ••• ••• ••• • • ••�Is., I1 so tames a CHANGE 7W Er • • • • ANCHORAGE EXAMPLE CLUSTERS % T ISP+ytes•rAboI lu • SERIES 770 ALUM.SOD-LM IMPACT 6A.LUPIN MILL,P.E.mNTS all -22 pQ0i WWl0/4 CBCauRa11799 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE EDGE DISTANCE' EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A SHEET 1 SEE TABLE A.SHEET 1 w� 1�e 2-1/18""EXTE114" 2-1J18"' NOTES: 1/4' 1.ALL DIMENSIONS f SHIM Ern C' r g EXTEPJ SHIM ON MIN.ALLOWED.MAX. MAX SHOWN ARE 1 ExTOR� a T 2.METAL OR WOOD EMBEDMENT: }I SUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A. 2X WOOD WOOD ANCHOR TYP., 2X WOOD 7SE:EAINCHOR ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP„SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A.SHEET 1 NOTE 3,SHEET 1 &TABLE A.SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1 •DIAGONAL O.C.IS ®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ®4-TRACK FRAME HEAD MIN 4'(HEAD&SILL) WOOD INSTALLATION �WOOD INSTALLATION METAL INSTALLATION OR 8"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP„ DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 8,SHEET NOTE 6, NOTE 6, THE METAL SUBSTRATE 1(1/4-MAX) 1 SHEET 1 1 SHEET 1 T (1/4°MAX.) n ^" ' . • 1 (114"MAX.) EMBEDMENT:SEE aTABLE A.SHEET 1 2-1/18" 2418"• 2-1118" EDGE DISTANCE: EDGE DISTANCE EDGE DISTANCE SEE TABLE A,SHEET 1 SEE TABLE A SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 _ K FRAME SILL ®WOODCINSTLATION �w WOOD INSTASILL 3-TRACK UAESILL TION �ME7ALCNSTALIATION EMBEDMENT:SEE TABLE A.SHEET 1 EDGE DISTANCE EMBEDMENT:SEE SEE TABLE A, TABLE A.SHEE1—E SHEET 1 DGE DISTANCE: METALTYP„ EMBEDMENT:SEE SEE TABLE A. SEE ANCHOR TABLE A,SHEET 1 I SHEET 1 NOTE 4,SHEET 1 2X WOOD EDGE DISTANCE WOOD TYP.,SEE ANCHOR SEE TABLE A TYP.,SEE ANCHOR y�proved n oomphlu{xWt NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1118"' , t SMS ANCHOR TYP., o■x 2-T SEE ANCHOR RTES aona WOOD ANCHOR TYP., 1/18-' &TABLE A,SHEET 1 /--MIN. SEE ANCHOR NOTES WOOD ANCHQfjTV* • •• THREADS erSEE ANCHOR NOTES • • BEYOND THETABLE A.SHEET 1 &TABLE A JHEET 1 � i •• � METALLYNNEXTERIOREXTERIOR • • • • J-L SUBSTRATE 1/4"MAXSHIM - 1l4 MAX SHI • • •• V � :' 1/4"MAX SHIM 1"— No.58706 fih 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 6a 4-TRACK FRAME JAMB - \eV WOOD INSTALLATION • • W TION • • Iw METAL INSTALLATION _70 .0 0i0 t D'�cl� � y • • o.atrs �U sTAILor• r<4; so �eo�a a naasrT • • • �osaTEaraXxosrq�va e • ANCHORAGE DETAILS %^�.''•..!hORlo?• V. •F—dAV • :• • SERIES 770 ALUM.SGD-LM IMPACT s�s/UNF�t �� `�� M.WWA mM, •s •.r�pra +� A.LYW�,II IVR.P£ JR 1=114 o x CEREOFAuMMM ® 8onno NTS 12 a 21 PG7n190 A r£a5e7o6 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 0 INSTALLATION DETAILS -EMBEDMENT:SEE TABLE A.SHEET i EMBEDMENT:SEE TABLE A,SHEET I NOTES: CONCRETE EDGE DISTANCE:SEE - EDGE DISTANCE-* EDGE DISTANCE: 1.ALL DIMENSIONS TABLEA.SHEET1 CONCRETE SEE TABLE A,SHEET I CO SEE TABLE A,SHEET 1 SHOWN ARE BASED 2-1118". PER TABLE PER TABLE PER TABLE-- ON MIN.ALLOWED. A.SHEET 1 A,SHEET I-E 1 2-1116- A,SHEET 1 1/4' .DIAGONAL O.C.IS MAX (HEAD&SILL) EXTEMOR r SHIM MIN 4 4�3 OR S'(JAMS)SEE 114 ERI DETAILS,SHEETS EMBEDMENT. 114" NO 0&11. SEE TABLE A, MAX �3 MAX �3 SHEET i SHIM SHIM CONCRETE PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR E ANCHOR TYP., WOOD SUCK TYP.,SEE SEE ANCHOR NOTES& WOOD SUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP., M NOTES& ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET i 2-TRACK FRAME HEAD 16ih 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD CONCRETE INSTALLATION We CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SEGUED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP-,SEE SEE ANCHOR NOTES&'-7 WOOD SUCK TYP..SEE TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A.SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE:%SHEET NOTE S. NOTE 5, i(1I4'MAX SHEET SHEET (114"MAX) s 1 (Ilr MAX.) IF EXTERIOR 1EXTERIOR CONCRETE 2-1/1 2-' 2-ltl PER TABLE CONCRETE STANCE: CONCRETE EDGE DISTANCE* A,SHEET 1 EDGE DISTANCE: E DI PER TABLE PEER SEE ASHEETl SEE TABLE A,SHEET I SEE TABLE A,on- , EMBEDMENT.SEE A.SHEET I EMBEDMENT'SEE TABLE A.SHEET I - ASHEET1 EMBEDMENT:SEE TABLE ASHEET I i6ih 2-TRACK FRAME 6 da 3-TRACK FRAME SILL t6Eh4-TRACK FRAME SILL XNCRETE INSTALLATION We CONCRETE INSTALLATION �,Uc CONCRETE INSTALLATION EMBEDMENT'SEE TABLE A,SHEET I EDGE DISTANCE. EMBEDMENT*SEE SEE TABLE A. TABLE A.SHEET 1 SHEET 11' EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE 1 SEE TABLE A, IXWOOD BUCK TYP., TABLE A.SHEET I SHEET SEE ANCHOR NOTE 3, EDGE DISTANCE: SHEET 1 PROPERLY SECURED PROPERLY SEGUED rl�: SEE TABLEA, IX WOOD SUCK TYP., SHEET I 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR SHEET %9A0 'm SHEET TYP.,SEE ANCHOR 'm NOTES&TABLE A. 1a®CONCJCMU ANCHOR 2-1/i(r* CONCJCMU ANCHOR 2-1116- SHEET1 CONCRETE TYP,SEE ANCHOR OR CMU NOTES TYP.,S ANCHOR 0 PER&TABLE CONCREIr. EJTABLE A,0 gj LYNN RIZ i 1 NOTES SHEET4 o EXTEMOR 94NC%TE A,SHEET 1 X\o OR CMU SXTEFtIOR PERTABLE • ik li�q Olt CMU 0 'O'lW MAX SHIM i it.T;x%A 0 POR l%8LE A.SHEET 1 MAX SHIM N0.68705 A,SHEET 1 19, ja jja 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB tAl Z)F Q�e CONCRETE(CMU INSTALLATIONCONgWIPAW INPIQ:"TIO CONCRETFJCMU INSTALLATIONITA I sc IDIM15 A OCHANMIMMMEr ANCHORAGE DETAILS • 0 itww 0 0- SERIES 770 ALUM.SOD-LM IMPACT UM CERKOFAUMMM ft A. I m P.E. . I NTS 1 13 -22 PGT0130 PES58M INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL }•, 2.893"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2.FIGURES ON THIS EMBEDMENT:SEE TO PREVENT ' DISTANCE WOOD FRAMING TABLE A SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR INFILTRATION CONCJCMU ILLUSTRATIVE USTRATNE WOOD ANCHOR TYP., :"',• PURPOSES ONLY.SEE SEE ANCHOR NOTES .�.; ANCHOR TYP.,SEE TABLE A SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 ANCHOR NOTES .o-' TABLE A,SHEET 1 ALLAPPROVED 1 SUBSTRATES SEE TABLE A, {ALSO SEE TYP. ti• ,: .. SHEET 1 ILLUSTRATION,SHEET 9) , ` •:•••g c 1-1/4'MIN.EDGE DISTANCE DISTANCE:SEE :; y-� %'• .- EXTER�OR 3.SEE TABES 1.9, ABLE A SHEET 1 EMBEDMENT: '' = SHEETS 8.8 FOR .:,":ti;•<:..•,`:•.;;,'..,. REQUIRED P-HOOK SEE TABLE A d.; ;., .•.: P-HOOK MOUNTING 28 SHEET 1 �' ;` ,s:;',°` - '�` ADAPTER CONCJCMU AND P-HOOK Emm R -' '' MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., f1 >•, k..:.,• , ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES v P-HOOK c 'ti-'.:•'•'.-:�..... ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A.SHEET 1 CONCRETE OR EMBEDMENT:SEE A.SHEET 1 (ALSO SEE TYP CMU PER TABLE TABLE q SHEET 1 (ALSO SEE TYP. ON SHEET S. EDGE ILLUSTRATION,SHEET 9) EDGE MIN'DISTANCE A.SHEET 1 ILLUSTRATION,SHEET 9) E ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS M PARTS#18,#20,#22 OR#24, PARTS#18.#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION SAL TYP„ P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET'1; EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE A,SHEET 1 .:•. ...,•....+..;r,.•�.;>.e. BEYOND THE METAL ANCHOR NOTES ,.•: '`.;.. .;r; A,SHEET 1 SUBSTRATE &TABLE A,SHEET 1 '::r•.: \. (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: ;e ILLUSTRATION,SHEET 9) fLLUSTRATION, SEE TABLE A ' 2e EMBEDMENT: } SHEET 9) SHEET 1 .-V ' Y •_., SEE TABLE A, �E DISTANCE:SEE "`•'' :.,.•.:�, SHEET 1 T E A SHEET 1 -1/4"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., � P-HOOK CONCJCMU SEE ANCHOR NOTES �I RT� ANCHOR TYP.,SEE �1eQ a wmpT�Iu�s1tY f!r is &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.893°MIN. A.SHEET 1 2.893'MIN. NOA0 ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE I •• 000 • • • • ILLUSTRATION, SHEET 9) 0v ®PAR 19#2115 OR#28X SILL BR UE WITH , RS•RS •i ••i i i .0: ••®PARTS#9#21,#23 OR#28R UE WITH X SILL RISERS ��aONI I.YNIa 4y� METAL INSTALLATION EXTERI • • • • • • • • CONCRETE INSTALLATION EXTERIOR .�a�'.'uceNSF'• p SEE TABLES 1A,2A&3A M AT ••• •• • • • •• (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY yr i No.50705 '1 • ••• ••• •e• • •Aboup aft 'v•' a �• so 10AMIS a p1AN0EsnOt SMW • • • • • ANCHQRAGEDETA►LS 'CRS T TEO :aL fww- f07i76�B0%OOYD�VS • _ �i :C''•.zonIOP.•'' \ • • i• • • SERIES 770 ALUM.SGD-LM IMPACT ��' c/pql Nr» � a sraat •r m.avr ,�. AA fNNM1u�Kde JR imfoH4 a,� mer OFAURL scano NTS 14 s 22 PQTD130 A PHA W05 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • CONFIG. EXAMPLES MAX.UNIT WIDTH MAX UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAa'A', DLO TYP.PER TABLES 13 WERIOR SHEET 18:INSTALLATION WIDTH DETAILS AW&'Ad, EXTERM SHEETS 12&13 90° PANEL PANEL PANEL PANEL CORNER DETAIL W7. TYPE TYPE SHEET 19&CORNER TYPE q}g! A5K E ANCHORAGE SHEET 11 ' NOM. MAX.UNIT MAX / MAX HEIGHT INTERLOCK DETAIL PAWLUSEEPER L DLO PER RJI',SHEET 19 HEIGHT HEIGHT TABLES EXTE IDR u�rEwoR 13 13 'JAMB DETAIL'G3',SHEET 18;INSTALLATION DETAILS X 'G)/&'GO',SHEETS 12&13 80° SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-)Of/XX '(W&'Dd,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.126° PANEL HEIGHT=DOOR UNIT HEIGHT-1.860' #8 X 1' #10 X 1-1/2" PH SMS PH SMS 00, '►Dwo.�ed u tampt�l�gv9i&e Fb Duce PANEL CORNER FRAME CORNER NOM ml aYmd DETAIL DETAIL •• ••• • • • • • •• • • • • • • • • ••` ��NI LYNN/y ��V/ 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLEAE 0* it TA IJB,s►iItETS 8$FOR MAX `�� : 'vC SF' �FP PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DE T��q IC• � E1�S424 pbR�SlrALLA710N DETAILS. �';' x 2)(1)LOCK(ITEMS 76&107.110)AT EACH LOCKSTILE.LOCKING INTO IEEPER ITEM 1a3)A FRANfE YAMStR ASTRAGAL. No•�T� 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. = R.ww ore • • • • •acANCHORAGE DETAILS/EXAMPLE ELEVATIO•• • (elrtaeo A!V SERIES 770 ALUM.SGD-LM IMPACT tSt''/ONA1 `' am ore na 80D 7f0 NTS 15 X22 rao PGTO130 A aLY s� PE JR 4AHQ74 CEMOFAUIH.AM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; '-;Y-WSTALLATION DETAILS'Gw&w.SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX JAMB DETAIL'G3',SHEET JAMB DETAIL'GX, ASTRAGAL HEADER DETAIL'N.SHEET DLO INSTALLATION DETAILS AW&'Ac', 18;INSTALLATION DETAILS SHEET'18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS WID rl DETAILS'GW&'GC, L2,SHEET 19 'AW&Ac',SHEETS 12&113 SHEETS 12&13 Gw&'GB,SHEETS 12&13 SHEETS 12&13 �� EXTEQR- PANEL pJTEW�t PANEL PANEL PANEL PANS PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE T,PE PANEL PANEL TYPE 'M',SHEET 19 7 L' p A MAX A' es TY W MAX UNIT 90°OUTSIDE CORNER UNIT / DETAIL N1',SHEET 18& GHT PANEL HPI SILL / PANEL / PER CORNER ANCHORAGE WIDTH 1YP. T)',SHEET SEE SHEET 11 MAX. SEE TABLES MAX/ WIDTH TYP. TABLES PER 18' DLO p� NOTE 2, 1-3 47— DETAILS WERIOR HEIGHT TABLES 1-3 S��g 13 INS HEIGHT TTALL ABLES 1-3 SHEET1bEDW&'De. �., M.PANEL O X SHEETS 12 �Ity� X DTH TYP. A &13 X X PER TABLES SEE FRAME& MAX UNIT Willi SILL DETAIL V.SHEET 1 MAX UNIT WIDTH PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRAC 'W&'Do',SHEETS 12&13 EXAMPLE:90o OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11%SHEET 18; ASTRAGAL DETAILS'Ll'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS IW& L2,SHEET 18-� INTERLOCK DETAIL V,SHEET 19 'Ic',SHEETS 12&13 KEW HEADER DETAIL B',SHEET 18; JAMB DETAIL H2,SHEET P-HOOK DETAIL'J'&'K',SHEET HEADER DETAIL'C',SHEET INSTALLATION JAMB DETAIL 12,SHEET 18;INSTALLATION 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, illSTALLATION DETAILS W&'Hc',SHEETS 12&13 'Jc','KW&1Cc,SHEET 14 DETAILS'BW&'BB, DETAILS V&le,SHEETS 12&13 &W.SHEETS 12&13 SHEETS 12&13 ' �►— MAX.UNIT WIDTH --- MAX.UNIT WIDTH . PANEL PANEL PANEL PANEL i`- I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE 'R' 'I.' 'M F M' F F P MAX UNIT NOM. i NOM. MAX. HEIGHT PANEL It j � PANEL /Y HEIGHT Pb o I�MtYIa PER WIDTH TYP. � / / WIDTH TYP. / PER Iqx TABLES MAX SEE PER s i g MAX. PER TABLES NOAi s YAaaa 13 DLO NOTE 2. TABLES 1-3 @3 i OTE 2, DLO TABLES 1-3 13 7 HEIGHTSHEET 16 •• '3••` • %HEST 1 HEIGHT sl 1 91 •i oi� LYNN 0 X X X •• 001 •�• X X O `�P\'T�•'�GE�JSF��Sp EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18;f EXAMPLE:XXX0 SILL DETAIL'F,SHEET 18: - 1-10.58105 INSTALLATION DETAILS INSTALLATION DETAILS (4-TRACK,BY-PASS) - (3-TRACK,RIGHT POCKET) Ev&'Ee,S TIONSiIZ&13 ... ••• . • Irv'&T ,SHEETS 12&13 In a lS Ili • • rw•R :�0':� ST,YtdF �fl: sc•' im ms I A koCHAMfJEa7MSM 8r • • • • PLE ELEVATIONS '•. a ` • m FL FIT. SERIES 770 ALUM.SGD-LM IMPACT `xiww ��'c:�,S�ONA1- lswwtall+aa+eao JR i QH4 am Mr.CFMM r M 800-no NTS 16 -22 POT0130 A P"mm ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LocKsnLE ASTRAGAL ASTRA(•}AL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER urr CORNER EXT CORNER Exr coRNER INT CORNER INTERLOCK INTERLOCK gds W/HANDLE BOX OUT BOX WBox OUT BOX IN 80 LOCKSTILE ib LOCKSnLE 00 RECEIVER 1 RECEIVER 80 RECEIVER RECENER SB RECEIVER TYPES OUT IN w/HANDLE WHMBriE WIHANDLE w/► mLE W/HANDLE w1 HANDLE #118 wf HANDLE w/HAt�L; —luA + te SDRU F PP K L TR TQ TC TA TV TIN INOUT TERLOCK � 6 E P A C C /C SQ SC SA SV SW INmxwr FDMD � RR R S S FD FC FV FW STU im. WII D M J J W mumm ow" ASTRAGAL LR PANEL NOTES: (� NI HANDLx OUT 1.SEE DP TABLES 1-3,SHEETS 8.8 FOR PANEL Fr^ WI HANDLE �xnra>rJ CIAL [11fA I SIZES 6 DESIGN PRESSURE. W pox IN /Y LEFT Q� RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF wl NANDLE (aw[aq PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS J EX% R STILE AND ARE NOT AVAILABLE. ASTRppAL STILE \/ 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES BOX OUT goxouy) (=mm T (#81),CORNER RECEIVER(#118)AND EITHER r ASTRAG/LL T U PANEL`E`SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER W BOX APPLICABLE STWASTRAGAL REQUIREMENTS. ASTRAGALS. J amov °Q 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES � ° RT V I (981)AND CORNER ADDON(#31). Lu �+ SILL RISERS OPTIONS ` El E QT QS zsr IBo ;CO 1t1, ,�, ".082` a R� /+ /�+�+ EXTEINOR �L, o�cw 1 �I T CS REE V•-' 2"AT AS DF ' LlR ,°�„sCF ��FLU3HISER�FLAT` OSILL LOWRZSEY FLAT 22 MEDNM 3114SILL RISER, T 2a H GH.4'LL ERil .FLATR•f'�r'� EXT CORNER Y VT VS VF .TED• u�m dw EXTERIOR 138 RECENER •7�- ,�. Dyk WI HANDLE gg RIOR EXTERIOR EXTERIOR a HAm INTOORNER WT WS WF Aw . •oma- a ao6s 35 RECEIVER 3.3D6' W/HANDLE •• ••• • 061• • • 2866" / mo� • • sem; :.[.I • Mi�� ice. • • • ••• WCENSF•'•,F.P • • • • s • • • SILL RISER BOX SILL RISER.BOX ' •• 18' RISiR,BO ®ZLLJW%m BOX FLUSH 1-1/2' LOW,2-1/2" O MEDIUM,3-1/4° O HIGH.V �/ No.56705 `NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS46 6 8 -•q �� ay Sc ,aSM6 A WCHANGESMSHEErFANEL TYPES ,,�r,• pt R% •• • ;ERIES 770 ALUM.SGD-LM IMPACT •• (8H1gB6,B08 • • e�nn•eae eat 1 S;fexa Aae A.LYNMBI6].)=}L P.E. ,w 1�ON4 o.t CD OFAUTH.A,l1239 soano NTS 1T d 22 PGT0130 A PE463705 ••• • • • 000 0 • ASSEMBLY DETAILS 108 FULL PANEL JAMBLENOTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) pR7 60 OR 81 106 14 106 FULLIL gNGTM 14 107-11 17 6 ® 80 OR 81 16 6 OR etdih 61 �OR 81 2-TRACK JAMB 2 TRACK JAMB (SHOWN 5 SEE DETAIL til WITH FOR FIXED p�K 106 6"a C W/ILP#105 OPERABLE#106 80 PANEL CLIP 76 113 MWSPAN (SHOWN WITH p�K pR SEE DETAIL tit FIXED PANEL TO6 THE(INTERIOR) 0 0 103 113 75&107-1 103 FOR FIXED 6 103 00 OR 61 PANEL CLIP ! 14 15 CIC 112 40 a 18 17 S10 X 3/4' 12jFULL 2TRATH CKJAMB 2-TRACK JAMB �EKhRwR p�RleoOR81 SOSMS,X 3 CLIP#80OR#105 61 62 W/SCREEN8"LONfl W/RETAINER#723 3-TRACK JAMB 3TRACK JAMB 4-TRACK JAMB 4-TRACKJAMB (SHOWN WITH ®(SHOWN WITH (SHOWNWffH n (SHOWNWITH I2 (SHOWN WITH MIDSS FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 5� THE EXTERIOR) 63 THE EXTERIOR) THE INTERIOR) 2 112 1 3 4 113 46 6 6 113 6 52 61 89 EXTERIOR EXTERIOR EXTEWR63 a a SHOWNWITH SCREEN 4a3-TRACK djhLTRACK .UNIT OPT.SCREEN �2FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLESI.3 53 89 89 � EXTERIOR EXT 52 51 72 OR 73 (� 72 OR 73 T2 OR 73 rP�u mm a P1J1W{lrgi f3� 48 11 113 11 8 11 10 ROM 48 47 p 8 N4m1t!'Date Product Oa MOR 112 6 113 113 01 €� • • • • • a 6 i i i •6 0 l IYNN At/t� 2-TRACK W/SCREEN • 3 TRRC i ••• i i ••• F 4 TRACK D FRAME SILL SIAL FRAME SILL ')i No,:6705 .ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES - ` 13,SHEETS 8 8 FOR DP(PSF)ASSOCIATED WITH STILE • 000 000 •• ` 0 J:� 1 S. so taS=5 A CHANSE87t6mshwr • • • • • • • qw )•••.• STAI'OP tV- No�iE�a�ve • • bEF�T1CALSECTION DETAILSImuw �`�.Fco...... C��•; • • � ,�, ••• • • SERIES 770 ALUM.SGD-LM IMPACT '�,,;�N�1- Isiali- r I� JR tmtary4 Ct3tTOFAI!lf6I1HYB• 8QD7f0 NTS 18 .22 POT01. A aL PE ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 QMTEPJOR 116 28 26 T 113 30 11 27 63 28 27 63 r, 103 62 111 83 80 OR 81 WOR81 60 OR 61 86 29 1a 20 1zo 6 65 . 66 ,0,EXTEFMOR 111 82 �KXMIOR 111 62 �RIOR R RIOft k%TEW EXTERIOR INTEMOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a G7 (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY p� ppb p� 80 OR et 88K10- 68t0T- 81 68107-7 6 daWTERLOCK 14 119 gp 60 81 81 118 113 �E 119 11 E>fTEwOR 7 113 109 119�� 07 86 STANDARD ASTRAGAL#67 0*INSIDE t.t WITH STAND STIES 880 ®WITH HEAVY-DUTY STI EASTRAGAL S 881 N1 2-TRACK SHOWN NER TRACKS OWN CORNER 'REM 881(HEAVY-DUTYM#00 STILE)SHOWN,ITEM 880 EXTERIOR BOXASTRAGAL SHOWN EXTERIOR BOXASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX OUT)MAY ALSO BE INSTALLED (BOX-0UT)MAY ALSO BE INSTALLED APPLICABLE.SEE TABLES PS DP TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) (PS SHEETS 8 FOR PSF)ASSOCI1ATED WITH STIES. QINTERIOR 31 pC�PA R7 76 8107-11 Q ° 6 :73Q IMERIOR 135' 6 ME Z3 �pP>rn'`d a�PI7�YM18 t� T 11 FbrWa 9rdA 135'of HOAB 14 S 81 32 103 81 1. BY •• ••• • • • J00 • MMOR 6t. 11 $ • • • • • • •32 P 31 t� et l,EXTFRWR 7 • • • •ioAi� t4 • • • • '1IDEC RNER c:',. a�ENSE''•.FA �� •'•.7`c J �135'OUTSIDE CORNER %r Dfo.68705 2-TRACK SHOWN - • ••• ••• ••• -'-V•'•� IO,� �J '4a� SD YQ/8M# Ast.w ' IAfANDEBTI�&1FF7 • • • • • • • +OaP6 gTA EO ifORIZONTAI SECTION DETAILS,CORNERS :�� •..fiLOlaO"•.��`; ••• 'I&WW •' ; ' ' gSERIES 77'0 ALUM.SGD-LM IMPACT S�SIpp,I�L�� f/a6o teoe ad.eWarc � m.e m.gir a.e AiYNrl Malek,P.E. JR faten4 0 c�nr oFwn+aeaee 8oa7Te MTS 18 d 21 PGTO130 A v E A se7os ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item �� PKiT# Description Item POT PGT# Deectiption NOTES: �y ,# 1)ALL ALUMINUM=8083-T8 1 1 Dom OURNEMUSEAL OURASEAL SPACER(COMPOSITE 2 11303 817303 2-TRACK HEAD WITH SCREEN RAL55 SEALANTIOESStCWQ or CARDINALX EDGE SPACER 2)ITEMS#33-39,57-59,88,78,84-98. 3 1 817359 3•TRACK HEAD SO 1732b60325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 817312 47RACK HEAD 61 17326 817328 PANEL STILE OIEAVY DUTY) NOT PART OF THIS APPROVAL 6 17314 617314 FRAME SCREW COVER 62 17327 817527 INTERLOCK ADAPTOR 8 17317 617317 FRAME HFADLWMB AM-ON 03 1226 oTP248 VINYL BULB WSTP.-THIN ONSIDE NrER LOgq 3)USE OF#12 R 3h6 MASONRY REQUIRES 7 17304 817304 2-TRACT(BILL 64 IM 71728 SILL D WEATHERSTRIP PAD MIN.#1 O SMS MAX8 170173M 2-TRACK SILL WITH SCREEN RAIL 65 173'!8 817328 INTERLOCK SCREWCOVER ANCHORS @ 244°.3 AO.C. 591 9 17307 817307 3-TRACK BILL a7 17329 817328 A87R AAAL 10 17310 617310 TRACK SILL 117339 617339 HEAVY DUTY ASTRAGAL it 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 jW&BOTTOM RAO.. 12 17316 617315 FRAME S01 (BE SCREEN ADD-ON E NOTE 3) TO 17360417M WEATHERSTRIP DOENSON PMECTDN MOLDED) 13 17318 017310 FRAME SILL SCREEN ENDAOD•ON(SEE NOTE 3) 71. legs 7169S 1-1A2'X7'X314'H13H FIN SEAL DUST PLUGS 305 14 17305 8172-TRACK JAMB 72 8153 781534( TANCEM ST.M ROLLER A88Y. is 17302 817302 2 TRAdC YWB IMIH SCREEN RAL r17 8163 78153N TANDEM NYLON 1IOLLER ASSY. 18 17308 617308 3•TRACK JAMS SILICONE DOW�99,DOW-MOR GE-770) 17 17311 017311 4-TRACK JAMB 8185 761S5X GEMINI MONHCE 3•PLY DUAL LOCK WA.ONG TRAP PLATE 18 17322 817372 BILL RBER-FL/►T,FW&1,11PP T1032XIFPFX 81032X1'FL888gREWVg7YPE'F'TIP 19 17319 817319 801 RISER-800(F7.USH,1-IPP 7103279 1032 STEEL ZINC UNLIT 20 17921 817721 SILL RISK-FLAT,LOW,244 17367 617357 1°10 SEAR 21 17318 617318 BILL RISER-BOK LOW,2-U2' 17359 817 7/16'BEAD/FRED PANEL CLP 22 17356 817355 SILLRISER-FLAT,MEDO)M,34W 17380 617300 111116"BEAD 23 17354 817354 801RISER-BOKMEOLM,34V 82 1224 S4P247K VOIYLBULOWEAIMRSTRP 24 17323 817323 SILL R6ER-FLAT,HIGH,C a3 81748 1745 LOWE NC,V2`X U I586L 81)E ADH.TAPE,POLYETH. 25 1732D 8117320 BILL RISER-80K HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG 28 17333 817333 POCKETP4ROOK 101 72087 4WD BUMPER 27 7070 87070 NEOPRENE BULB WBTP FOR P-HOOK 102 1698 71898 DUST PLUS 28 17334 817334 POCKET P4100K MOUNT 103 8180 Jai BOX 1•KEEPER 29 17336 817336 P-HOOKCOVER 101 863 78DKEEP SCREEN LOCK KEEPER 30 17348 B1734B POCKET P•HOOK FOR BOXRISM 105 17344 817344 TOM PANEL CLP-8'LONG 31 17370 817378 135 CORNER toe 17362 817352 TOED PANEL RETAINER-9r 32 17378 WWII 135FTIEOMOUNT 107 1739 71739 HANDLE KIT-NIERORIWI6EDWIIFITHUMB TURN ITEMS 4083 ARE SCREEN PMTS: 108 1740 71740 HANDLE KIT-RAISED EX EIWR HANDLE 40 4319 81228 WMEENSIDE RAL-LOCKSTILE 109 1731 70182SN HANDLE KIT-RECESSED INTERIORWITHTHUMBIURN 41 7LOCIOA M SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 TIWG4PPSDAX 910 X3 PH.PN.WK•B.S. 43 8191 88182 SCREEN INTERLOCK ADAPTER 112 1235 67816 WBTP,.210 X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 84088 .1S7'X.230'FN8EAL 45 4317 612268 SCREEN TOP RAO. 114 T10X115PPX 910 X 1-1l2' 48 4318 612M SCREEN BOTTOM RAO 115 7104PPT 1410 X 1' 47 ON 78RAZ STANDARD ROLLER 118 720)0% 111141-M X11 a.& ♦pptovtd�a cotpptTlog•OY 1M 48 668 7SRAX STANDARD ROLLER-ST.STIL 117 720XI12X 614.20X1-1PP8.8. 49 4344 64344 SCREEN ASTRAGAL 118 17336 017338 90 DEGREE CORNER RECENER H®A8 50 17349 617349 07D SCREEN ASTRAGAL ADAPTER 119 17337 817337 90 DEGREE OUTSIDE GARNER ASTRAGAL P 51 1692 81692 SCREEN SPLINE-.165 120 17338 8117338 !D DEGREE 048DE CORNER ASTRAGAL gp 52 1694 61694 SCREEN SPLINE•.160' • 1 POFD RAXEL RETAINER,TV \ Ly 1 oN'(........�lc 53 81818020 SCREEN CLOTH • •• • • • • • •C'r•.• \L;ENSF••'•`F'P �: 54 172b fA2 X4•XV18'SET.BLOCK NEOPRENE B6+l6 • •• • • • • ••• • 65 1729 1'X4°X1fl8'8ET.8LOCK NEOPRENE 85 215 • • • • • • • • • - xV'�• u • ••• •• • • • •• r: µo,58705 NOTES: = 1)ALL ALUM34UM-8083-T8 2)ITEMS#33-39.57-0.88,78,84-99,1211122 ARE NOT USED ANDl1RE N(3T PART OF THIS APPROVAL. • • ••• •• � '• S1 TC gc laeaol6 A 10L'DOF�AC&TTOPARTi60 • • �OYDVE . • . . ATP RTS UST ','�o'..F!oRwP.'C��: • ' • • ' *SERIES 770 ALUM.SGD-LM IMPACT •• • • JJ 10/8115 A "' A.LYNN MILLER P.E. low JR 11 4 �` GMT&AUIX 91298 soo-7TD NTS 20 822 PQ7013a A P.EA468706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.080" 1.872• 1211° 1.605` 0.081' 1.019" 0.081" 02-TRACK HEAD 10 4TRACK SILL :��F 0.089' 0.08Y(80SCREEN 83-T8 AL) (6083-78 ALTILE 6.198 8.198' 5.089' (6083-T6 AL) 6.628' - 0.080' 1.046' 1211' LA 1.606' 1.993' 0.062" 0.081' 02-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL (6083-78 AL) (6083 T8 AL) 14 2•TRAC6 JAMB OSCREEN (8083-T8 AL) TOP RAIL 7.105• 2--TRACK JAMB W( (6D63-T8 AL) 6.221• 18 SCREEN TRACK 0.080• (6083 T6 AL) 1211' 0.875' +y 1.36'n Im- i u _ 0.061' O3-TRACd HEAD 2--TRACK SILL W/SCREEN TRACK I 1 L 0.082" (6083-78 AL) (8�3-T8 AL) 0.081• SCREEN BOTTOM RAIL 9.142" (8063 T6 AL 4.49" 0.081' 0.080" 1211" 1.605° 7.105"rl lrn_ 9.741" 11 0.081" Oq SACK SAD 7O2--TRACK SILL (6083-T8 AL) (6083 T6 AL) FIZZ 1.614" 0.080' ammPyl�nitil0► 0.082" Dak 0.632" 0.760• No 12�• str+miea. 0' " 1.b1i6i ••• • • i' • •• O6 FRAME HEAO/JAMB SCREEN 12 FRAME SILL SCRE�1 i 1• Sbl SCIEI� ADD-ON O ADD-ON • ••©EMD ADDrONp•• • 18 3-TRACK JAMB .` ��•. F, • • • a VCCN.yE'•..4 (8063-T8 AL) (8083-T8 AL) •• ••• O �)• • • (8083 ) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS �' No.56705 OR 3/16"MASONRY OR 3H 6"MASONRY 17 4TRACK JAMB =_ " _ SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24'MAX.O.C. ANCHORS 0 24"MAX.O.C. (8063-TB AL) lit FTA;l I ac Ria a dRAUlOE87M9&teeT • • move •E)(TRUSIONS ',{;�.',:ftoHw�:.•'��\ • � �� •• • '. *SERIES 770 ALUM.SGD-LM IMPACT wrmw. ti Lrw)I+1i 1.e JR E-Vmw arc Mr OFAr M MW 6Y1U 710 NT3 21 .22 agar PGTM30 A P.eO UM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.718" 083° IF2.304' 3.802' 3.802' O.7b2" 0.7b2" 0.885' O.b74" 0.796° 1.163° 0.284' 0.075" 0b081SC�W COVER 0080 t SSILLTRAOP-HOOK OP �RMOUNTING K W 0.080° O P-HOOK FOR BOX RISER (6063-T8 AL) �6 AL} (6083 T8 AL) ADAPT(6083-T8 AL) (8083 T6 AL) (8063-T6 AL) 4' .155° 4° - 2.30 1•�" 1IN I ' 1.739° 0.01 ' 0.830' 0.062' 1.600 0.133° 1.600 0• 1.303° r 1.870" 1.888° 0.325' A18° 1974' 3.126° 3.125' 0,.082" 244' INTERLOCK INTERLOCK 31 135°CORNER O 135°FIXED MOUNT O STANDARD STILE OHEAW DUTY STOP 0--- O (6083 T6 AL) (8083 T8 AI) (8063-T8 AL) (8083-76 AL) ADAPTER SCREW COVER (6083 TS AL) (8063-TB AL) 3.979° 3.979" 4.12b ' 1.060° 1.050° (�- 0.07b° 0.076,4f j 1,646- .075° 1.845° 1.645' 0.082° 1.304" 28' .611° .485° .045° 32V 0.125 0.281° 045° O STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL O TOPA OTTOM RAIL 79 GLAZING O7H8'GLAZING 8t 9HAD 8°GLAZING (6083-T6 AL) ' (6063-T8 AL) (8083-TS AL) X63 T8 AL) PANEL CLIP (8083-T8 AL) (6063 T6 AL) 1.003" 1.03° 4" 5.821° 0.767 0.080•) 0.050' 4ppuyw o nmpwq wtu ebb to8 FDOE0.709' 2.893° 0.133' F' O PANEL CLIP 1.488' 0.133' 1.498° (8083-T6 AL) 0.0�' �� °q '�" •-'H 0.663 1� •• •• • • • • • •• 4" 0.709' 123 RETAINER,718" • •• • i 5.1 0.08V0.700- • t2o 90°INSIDE CORNER ASTRAGAL ``�� p�(LYNN 0.080" (8083 T6 AL) 2.826° •• • 18 0 2X&I&(2)MER&OAGAL ( �.•'�c�vs p �� 8063-T8 AI.) FDCED PANEL t18 90°CORNER RECER •• '(6668 TB AL) • • •• ' Yr `x' No.50705 t�RETAINER 9116° (6063-T8 AL) (8063-T8 AL) • �-tSC MOMSAfY6N�TH�sT • • J��. DRNE EXTRUSIONS % 1. LOIt10�`.•:��`: •i n�• i • i SERIES 770 ALUM.SGO-LM IMPACT ��''is`S/ONpI. NOWyteareao p,yeveare .re a.ryu. roe A Ult�t fsdlLitn,P.E. JR 1WBH4 carr.OFAUM 92M SGD•770 NTS 22 d 22 P07D130 A PE#68706 • • • • • • • • • • • •• •• • • • •• •• MIAMI•DADE MIAMI-DADE COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) L 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOT .0F ACCEPTANCE www.miamtaade.eov/ecbnomv C07GrT Industries0 Technology Drive th Venice,FL 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 Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the M6 Velocity Hurricane Zone. 000* Z2Rn%Jy1%1 RIPTION:Series'1HR 710"Aluminum Horizontal Rolling Window-L. .• `•••• ••••.• #127-20, um. orizontal Mer WindoA Yt'hpact", to ...• .. . . ...... sheets l through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared bymtanufacb7cr signed• and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product.Qq rol Reyisio%stamp;••••; with the Notice of Acceptance number and expiration date by the Miami-Dade•QpVoty Prodt CrCbntrol. . . $ect10 •••••• •• • •w.•• ILE IMPACT RATING.Large and Small Missile �manufa�cturees .. ....LABELING: Each unit a r a permanent label with the grime•c1rr logo, city., state,...::. model/series, and following statement: "Miami-Dade County Product Control Approved",un1e$§*dth8rwise. noted herein. .... "; RENEWAL of this NOA shall be considered after a renewal application has been filed and thetd hag 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 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#11-1114.04 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.15-0519.09 000 Miartauafls couNrir Expiration Date: December 21,2021 Approval Date:.July 09 2015 Page 1 i . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-040S.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5330,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 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 241-94 •••• ••09:0 5) Cyclic Wind Pressure Loading per FBC,TAS 6203f-94 ••'••• • 6)Forced Entry Test,per FBC 2411.3.2.1,TA9'242 94 " ' " along with marked up drawings and installation diagram of an XO alumipum• ;•••• horizontal sliding window,prepared by Fenestration Testing L8boratbry,Iris!.;1%%t ..... Report No.FTL-4858,dated 03/08/06,signed and sealed by Editra jo Larg+a;spida, ••%••• P.E. .. .. .. ...... (Submitted ander NOA No.06-0405.06) """ '• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94. •• ;•••%• •• 2)Uniform Static Air Pressure Test,Loading]�%Om TA&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,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel Pre ,P.E. Product Control miner NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E130049 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. 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. F. STATEMENTS , 1. Statement letter of conformance, complyingFBC-5'Edition 2014 ' Ma)v...:. 16,2015,issued by manufacturer,signed and sealed by r, s•0• •• 2. Statement letter of no financial interest, dated May 16, 2015,lgs%Vby mdMcturer,.•..• signed and sealed by A.Lynn Miller,P.E. ...... 3. Laboratory compliance letter for Test Report No.FTL-5330,iS4WA by Fe4eaddon • Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by4G#oj S.Ronda�P.E. ..:..' (Submitted under NOA No. 07-0815.091 •• •• • •• •••••• 4. Laboratory compliance letter for Test Reports No..FTL-485$1W FTL-4859, issued '. by Fenestration Testing Laboratory, Inc., dated 03/08/06,;signed ani•aeked by•0.0 Edmundo Largaespada,P.E. '..' : Goes :sees (Submitted under NOA No. 06-0405.06) ' G. OTHERS 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Sliding Window-L.M.I., approved on 02/16/12 and expiring on 12/21/16. Man el P9114,P.E. Product Control Wminer NDA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •KURARAY BUTACTTE ^ PVBINTERLAYER X18'LAMA CONSISTING OF(2)UTES OF 118'ANNEALED GLASS WITH A.090'"PVB`INTERLAYER " SAFLEX®PNB INN TERLAYER BY B.5118'LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS WITH A.oW*PVB`INTERLAYER EASTMAN CHEMICAL COMPANY C.5118'LAMI CONSISTING OF(2)LITES OF UB"HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER D.7118'LAM[CONSISTING OF(2)LITES OF 3118°ANNEALED GLASS WITH A.090-°PVW INTERLAYER E.7110°LAMI CONSISTING OF(1)UTE OF 3118•ANNEALED GLASS AND(1)LITE OF 3118°HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER NOA DRAWING MAP F.7118"LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH A.090°'PVS`INTERLAYER SHEET G.13MW LAMI IG:(1)LITE OF 1B•OR 3116`ANNEALED(MIN.)GLASS,5118'OR 318'AIR SPACE AND 6118"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1B'ANNEALED GLASS WITH A.090"PVS-INTERLAYER GLAZING DETAILS__........2 DESIGN PRESSURES.......3 H.13118"LAMA IG:(1)LITE OF 118'OR 3118'ANNEALED(MIN.)GLASS,6M S"OR 318"AIR SPACE AND 6118"LAMI CONSISTING OF(1)LITE OF 1!8'ANNEALED GLASS AND(1)LITE ELEVATIONS...............—4 OF 118'HEAT STRENGTHENED GLASS WITH A.090""PNB"INTERLAYER VERT.SECTIONS.............6 HORIZ.SECTIONS„„„...._5 1.13116”LAMI 10:(1)LITE OF lir OR 3118”ANNEALED(MIN.)GLASS,5118'OR 318'AIR SPACE AND 5118'LAMI PARTS UST. ......_ .... 6 CONSISTING OF(2)LTTES OF 118'HEAT STRENGTHENED GLASS WITH A.090••PVB-INTERLAYER EXTRUSIONS....................7 CORNER DETAIL........„_.5 J.13116'LAMI IG:(1)LITE OF 1A8.OR 3118”ANNEALED(MW.)GLASS.3118”OR 114"AIR SPACE AND 7116'LAMI ANCHORAGE............_„...8-11 CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.090°'PVB”INTERLAYER K.13118"LAMI IG:(1)LITE OF 118"OR 3118'ANNEALED(MIN)GLASS,3118"OR 114•AIR SPACE AND 716'LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3118•HEAT STRENGTHENED GLASS WITH A.090"'PVB"INTERLAYER L.13118'LAMI IG:(1)LITE OF 118"OR 3118'ANNEALED(MIN)GLASS,3118"OR 114"AIR SPACE AND 7118'LAMA CONSISTING OF(2)LTTES OF 3118°HEAT STRENGTHENED GLASS WITH A,080'°PNS'INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT REQUIRED. moucCRBVIS9D m complyhn with th F6urMa S.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A C No L 0 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-m. BY ELCO TEXTRON NOA'3 Q AVNSVAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITV r 1 RnUI%EMJNTS OF TH•E F.LORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY AHURRICANE ZONE(HVHz} • • • • • • • • I LYNN/,4j� D 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES GAL SHALB RAVE A TEMPERED 401 a LA38 C•AP,BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. •• ••• •• • • • •• '• 'X �.� is: No.58705 c• Luz LM Iwo F 6Mf�RION 1 FBCLlPDA7L? GE ERAL NOTES �c� ........... IORIa? DRIVE _ AA imm E FBO�to[ODE CNNdfiE •' • "� "' �•• • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �'' SS'IONp�-Lr .LR. 8201 D AS>!>mfO f50PTD 88TE +SOFTA0}J:! • tWK=9/274 1Rslbly Betfala.oteaw arr •re m.aw. •r wtJ�lumt 6.e. Fie �v1810S u am 9/1SNB tovfo NTS 1 a 11 4127-10 F v.Exse>os • •• •• • • • •• •• ••• • • • ••• • • KURARAY BUTACITE PVBINTERLAYER ® or SAFLEX PVS INTERLAYER BY 50 21 50 EASTMAN CHEMICAL COMPANY 21 � pp,,� I)r NOM. 1/2'NOM.53 a EXTERIORCn ) "V GLASS BITE GLASS SITE 51 60,61,62 b1 63,64,65 I/B'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 11W ANNEALED OR HEAT STRENGTHENED GLASS 3M8'ANNEALED OR HEAT STRENGTHENED GLASS 8'NOM. 7118"LAMINATED 5/16°LAMINATED GLAS 7/16°LAMINATED GLASS 21 60 21 50 112"NOM. 112'NOM. 59 GLASS SITE 69 GLASS BITE 52 52 PRODUCrItSVOWD as a plybg WW ft Florida 88,87,68,68,70,71 72,73,74,75,76,77 Badding ca& Acap�ooNo 1 I°12oZ1 1!8°ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS iwikn Ikta 000 PVB INTERLAYER 090PVB INTERLAYER 1/S'ANNEALED OR HEAT STRENGTHENED GLASS 5118"ANNEALED OR HEAT STRENGTHENED GLASS sy 8118'LAMINATED 7118'LAMINATED 517("OR 318°AIR SPACE 3/18'OR 114'AIR SPACE V8'OR 3118'ANNEALED O%TEMPERjD GLASS QD 118'or 3M8"ANNEALED OR TEMPERED GLASSQp 13M8•NOM. e • ••♦ i • • • i • 13M8"NOM. ` • • •• • • • 93/16'LAMI IG GLASS W/7/16"LAMI 13/16'LAMI IG GLASS W/5/16 LAMI •• • •• • No.58705 ®FOR INSTALLATION IN THE HVHZ ABOVE 3D FT.GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. I S ;.W • •e• • � LAS am W106 avow SAM • • •• • • • s4aa�: GLAZING DETAILS 'U.�'•. P.. ,LJL 18g7H! E NOQFIANQETM88I�ET •• • -o rri :�'�51,.!`L..... La snmrt o a�»toawroa�ro +soFrNo • • AL UM.HORIZONTAL ROLLERW/NDOW IMPACT ��,�/ON W)KOMK Fi3W4 V60 Betar !auto rt!ll 2 +11 ��4127-10 F 'At.i3rS� �P.E FJC MW LL som • •• •e • • • e• •• TABLE 1. XOX(1/4,112,1/4)FLANGE OR INTEGRAL FW WINDOWS(FLANGED SHOWN.FW WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW H WIDTH TYPE 28" 36" 38 316" 48" 50 818" 54" 60" 63" 84" A,B,G,H +60.0 80.0 +80.0 -60.0 +80.0 80.0 +60.0 80.0 +80.0 50.0 +60.0 80.0 +60,0 -60.0 +60.0 -80.0 0 Be" A,B,G,H +80.0 80.0 +60.0 -80.0 +60.0 80.0 +60.0 50.0 +60.0 -80.0 +80.0 80.0 +56.8 -58.8 +56.2 582 D FOR INSTALLATION IN 108 31 A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 50.0 +55.2 -55.2 +52,3 -52.3 THE HVHZAWVE 30 A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 6 .0 +60.0 •60.0 +60.0 -60.0 +54,8 -54.6 +51.7 -51.7 FT GLASS TYPES G- LSHALL HAVE A 111" A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 $0.0 +59.5 .59.5 +53.8 -53.6 +60.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 -60.0 AND ANCHOR D,E +75.0 UP TO 111" J,r,,L UNCHANGED.REMAIN QUANTITY -75.0 TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 88 7116" A'B'C' G ,I +60.0 -80.0 ,H TO 86 7/18" K�' +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FW WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 318" 48" 80 618" 64" 60" - 83" 80" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 75.0 +76.0 76.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 88" A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 76.0 +75.0 75.0 &7A9 -_ +702 -70.2 72" A,B,G,H +75.0 76.0 +75.0 -75.0 +76.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +69.8 -68.6 +65.2 -65.2ODOCTU9ED a+�sme w;m uw t+bsla" 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +76.0 -76.0 +7b.0 75.0 +88.1 88.1 +63.8 -63.8Idx�o4UpTo7rCD,E,F, •�� 2021 1. , - +75.0 -75.0 I,J,K,L MP GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL-0859(OX&XO)AND FTL5330 18'LAMI-(1/8"A,.090,118"A) G.13116"LAMI IG-1/8'OR 3/18"A(MIN.),6116"OR 3/8"AIR SPACE,5118"LAM[-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,1/8"HS) H.13/18"LAMI iWfir OR6/I (MIN.V5/18V0R 31W AIR SPACE,5/16"LAM[-(1/8"A,.090,1/8"HS) C.5/16"LAMI-(1/8"HS,.090,1/8"HS) 1. 13/16"4AMI IG-1i�8" �1�'A(MIN.�.3;r OR 3/8"AIR SPACE,6118"LAMI-(1/8'H8,.090,1/8"HS) `��QNI LYNN�j�li�� D.7/16"LAMI-(3116"A,.090,3/16"A) J.13/16"LAM1AI IG-1/8"OR 8N8"A(MlV.),Vl6"OR 1/4"SPACE,7/16"LAW-(3/16"A,.090,3116"A) E.7/16"LAMI-(311("A,.090,3/16"HS) K.13!16"LAMI IG 118"OR 3/16"A(MIN. 3116"OR 1/4"SPACE,7/18"LAMI-(316"A,.090,3/16"HS) zr: No.50705 F.7/16"LAMI-(3/16"HS,.090,3116"HS) L.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/18"FS,.090,3116"HS) " t-� _ ... ... ... o ,,`Q IS j" LAL sms F NOCHAN V0SSNEET toxo 0 oten+E • A STAB r 4/. • • • E. FDES►GN PRESSURES QT Ftaa°P• JJ vmxfamaf E NO1MfAAK71pR8t1EEr • •• 4� = ALUM.HORIZONTAL ROLLER W/NDOW,IMPACT l�'•;,� ' JR $PA/1f D ADDW00APT0BE7EAf?PRFD +90FT Nomas R a •rt�r•ae ar rrc m+s�c er ALS ,WyE` F,K J� 1lrafo NTS 8 + 11 4127-10 F ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 27 3V DL 27 3W DL z7 318• MAX DLO 64 6/16'MAX.DLO FIXED MAX DLO MAX.DLO VENT VENT FD(ED D D i.� '::.,�,-•.�—. 'sem'�•- _ •-`: 9 B 6 B f X O X x _ — _ L .1 110•MAX.WIDTH I.F.FRAME jl I 66 7116"MAX W6)TH I.F.FRAME—� 111"MAX.WIDTH FLANGE FRAME I —88 7116"MAX WIDTH FLANGE FRAME DETAIL B-XOX(1/41/2-1/4) DETAIL C-XOX(113-1/3-1/3) NOTE: 33 9116"MAX 33 9116'MAX 1.SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FDCED C DLO VENT -.mac SEALANT OR GASKET FLANGE A I A FRAME ALL 67 318" / I 58• CONFIG MAX / MAX mcmpIyr wtthdD DLO ALL / / DLO ALL F.FRAME �cmaalymg�,�Fbmwa FDCED VENTS BvgdingCoeo •LZ/L 62"MAX LITES I.F.FRAME BxpirettmDeto I O I X ALL CONFIG. By BroAaet I .. . . : .• : : .•• :A! FRAME � I LYNN.......4114 C • • • • • • ••• • `�� `.••VOpNgF••.�irp r 73'MAX.WIDTH I.F.FRAM • • • • • • • • QS: g• • • •• . • • •• VIEW D-D •'•.��% 7a"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) ="' No.637os DETAIL A-OX OR XO Lai'° �1e/!e F No cNaru 7mseNe Er ELEVATIONS c�'•. S TATC OF xmwlp um JA lw7/f1 E N0GYLWGtE?w8Nw •• • 10 �e NN.wDrtWDMI8,R.8t4ZD7�4 rE ��• zft A..�.. mwvfl ALUM,HORIZONTAL ROLLER WINDOW,IMPACT ✓Jt 4=1 D NOOMW7306HE" XL/ JW9*pm RK � NR7f0 mNT4 4127-10 F P.e.a am ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fi INTERIOR 37 32 35 39 1 22 p q 18 2 13 EXTERIOR INTERIOR 21 7VENT DLO MAX.FIXED DLO —4 MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION- COX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME MAX VENT DD q 16 MAX. FIXED DLO MAX.FIXED DLO MAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 MODUCTPEVISED 2 as complying with we FImHIa A�u, l«� cod`� .pB191 12 24 8 EXTERIOR INTERIOR 7 12 21 s rmEua 7 EXTERIOR INTERIOR I i 10 •• •• •• g • • • ••• • ti��,••aOENSE'•�F'P�i 10 SECTION C-C • 42 • SILL • • •• HEAD _�f' No.50705 (VERTICAL SECTION,FLANGE FRAME VERTICAL SECTION,I.F.FRAME (VERTICAL SECTION,I.F.FRAME) . �= ww.d •eYus cnlaas '0 ST C OF uJ. L L B!f4!8 F NOCHANQE7IfA98liL*ET • • • • • • O '•. Pt 0 K1 JsL fl"71 1 •.E NOCHANGETM$ff k7 •• • 10 N •FL • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT � %S`S��O��NA�,� �C?� 1R B�ANf D NOCNANOE7NIS SHEET •• • KOMMI,Xl. ws.Wer 15 a. 7 +F A.L4&�aieR`ME eie orr c.rr NOK6N68.FLSa7d Vtrlddj i7t710 He/f S 11 4127-10 F REA55M FJG 7/1B/QS JJ. 9/1NOB • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEM DWGN REV DESCRIPMN MATL PGI'# 71X111 DWC#i DIBGRRrMN MAT L- PGT// I 4162 A FIANCEFRAMEHBAD 6063-TEAL 612737 66 MASS,13/16"LAMIIG1/B"A 3/8"AIRSPA 5/16"LANH 1/8"A .09DM 1/8"A 2 4025 SASH STOP ANTI LIFT QIP 6063-TS AL 612744 67 13/16"LAMII10-I/8"A YS"AIR SP&M 5116-LAMI 11VA .119DPVB l/8"HS 3 #8X314PH.PAN HHAD 7834AA 68 13/16"LAMIIGI/8"A OM.1 31VAIR SPACE,5/16"LAMI1/8"HS,.090PVB,I/8"HS 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 13/16"LAMI IG3/16"A(MIN.).5/16"Alit SPACK 5/16"LAMI 1/8"A..090 PVB,I/rA 6 4136 FIANCEPRAMESIIb 6063-TEAL 64136 70 13/16"LAMI IG3/16"A . 5/16"Ant SPAM 5/16"LAM VrA..090PVB,I/B"H 7 4137 1 ISULADAPTOR 6063-T6 AL 64137 71 13/16"LAMI 1G3/16"A IN.,5/16"AIR SPACE,5/16"LAMI(UB"HS..090 PVB,1/8"HS) 0 8 4131 ROLLHRTRACK 6063-T6 AL 64131 72 13/l6"LAMI IGI/B"A MIN.1 1/4'AIR SPA 7/16"LAM 3/16"4.090 3/16"4 10 71298 WEEP HOLUCCIVFR POLYPROP. 71299 T3 13/16"LAMI IGI/B"A . 1/4"AIR SPACE,Me LAMI /16"4 .090P 3/16" 12 1626 ADHESIVBOPENCELLFOAMPAD 7PAD1626 74 13/16"LAM[IGl/6"A IN, ll4"AIR SPA 7116'LAM 1VHS.JMPW.3/16"HS 13 4002 A ADIMSEFRAME CELL 6063-T6AL AD16 75 " 13/16"LAMI IG3/16"A iN 3/16"AUt SPA(r,7/16"LALG l6"A,.090P 3/16"A) 14 4134 PLANCEPRAGASIMPORM JAMB ESIILJOIIVT 74134W5K 76 " 13/16"LAMI IG-YI6"A IX).3/1WAIR SPACKV16"LAMI 16"A,.090PVB,3/16"HS 15 1155 #B X 1.000 QUAD PN.SMS 781 A 77 " I3/16"LAMI IG3/l6"A lKX 3/16"AIR SPA 7/16"LAMI 3/16"HS.090 PVA 3l16"H 16 4110 d SCREEN ADAPTOR 6063-T5 AL 641100 90 1014 SQt1E N CORNS OR&VER. 3105-H14 AL 17 4054 B FDMbHETINGRAH. 6063RD-TEAL �4A 91 1630 SCREENCDOMMBYW OUTRRINGS POLYPROP. 92 1631 S(RffiVCORNIItKHYWlWTR1NGB POLYPROP. 19 4066 WSTP. 187X.230 FINSEAL 640660 93 1073 sauMNSPRING ST.ST. 21 4105 SASHTOP&BOTTOMRAIL 6063-T5 AL 612740 94 1624 SCREEN MUM-.135 DIA.FOAM EM PVC 22 1683 WSTP X.770BACK,FIN SEAL 616835 95 1635 SCRffidSPLOM-.135DIA.HARD EM PVC 23 275-1 ROIMHOUSING&GUIDE 4211M 96 SCREEN I CLOTH 24 226 MASS ROId RWEEELS BRASS 7BRWHL2 29 4128 1 IHORIZONTALROLURSASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH ME MMORAIL 6063H&T6 AL 64006 2.710 33 1235 WSTP.,.170X.270RAM FIN SEAL 67S16G 35 1096 SWEEP LATCH DIB CAST 71096 36 1016 #B X.625 PH.FL.SMS 7858 37 4126 SASH SIDERAB. 6063-TS AL 64126 2.624 38 1683 WSTP.250X.270 BACK,FIN SEAL 6168301 r0621— _2*71 39 70M BULHWEATIMSTRIP.187X.275 67070K 40 LIFT RAILCOVERCAP 74078"C"LORR 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 42 4140 I.F.FRAMESILL 6063-T6 AL 64140 4� I.F.FRAME HEAD #4139,806378 43 4141 LF.FRAMBJAMB 6063764E 64141 50 QAZINdSIId DOW 8"99,995 0R UTVALENT 51 1224 VINYI.GIAZIN0BEADBULB 6TP247W,K Mn PlyrswilheO 52 1223 VBdYL CIIAZINGBFAD BULB 6TP248K 4 Building�Ny�"s.vsm ��( ccao L 53 4039 B GAZINGBEAD-5/16" 6063-T5 AL 640398AccoPlmceDew -05I em 54 4044 B CRAZNGBFAD-5/16"W/GRILLKJT 6063-TS AL 644703 3.152 By 55 4222 A QAZINGBEAD-7/16" 6063-T5 AL 64222 t P 56 985 C CIAZINGBFAD-7/16"W/GRULKTT 6063-T5 AL 6985 •� 59 4067 08AZINdHEAD-13/16" 6063-T5 AL 64067 60 GLASS 5✓16"LA R U8"A .090PVB Yr A •• • • • • • • • I.F.FRAME JAMB ,1(YNPI r i 61 " 5J16"LAMI 1/B"A.090PVB U8° • • •• • • • •• #4141,808378 `•\�2ON... 3..CSF�i� 62 " 5/16"LAND 1/8" 090 U8"HS) • • • • • • • • e�: vc�NF Pi 63 " 7/16"LAMI 3/16"A A90PVB V--A • • •• 2.710 = No.56705 ' 64 " 7/1G LAMI 3116"A .090 3/16"Hs I.F.FRAME SILL = _ 65 " 7/16"LAMI 3/16"HS-090 P 3/16"H3 42 R a� Ooy"a '. STAT6OrVMS #4140,W63-T8 • • • • iF. • ' C? AA MIM F NONO CHANWTMSMMT AMlJB7►�L93�E7 � PARTSLIST 'ut 19�lH11 a AOOED Tbl�lA887YPF8 ' ALUM.HORIZONTAL ROLLER WINDOW IMPACT O•e Oils NOKONIg,PL94474 y aa"e MCW a"c 0.LrN P.E. FIX 2r1M Ja al?3lDB ►evno N718 6 e if 4127-10 p Peasaros ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' �1.513-*••I� .082 1.187 I I •738 3.52 443-►I 1- 14 73 1.73 1.E22 F—U� O SASH STOP COVER 3. 80 4 11944053,808376 L 2.710� FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER — 2784 O84102A,W)83 M O 11141M.W6346 O #4137,6063-T8 1T_ J lAr at 1.87 opt 13 FLANGE FRAME JAMB -41--.052 I I 94002A.6063•78 4T_� "T46 t 1.403"I OS#4025,6003x6 OASH STOP. HORIZ ROLL0ERTTRACK 17 FIXE#D�MB 506 HD RAIL #4131..o6z 2 7 2. 26 1 �� L171 060 - _ I I .878 Mower RHVWD 1.341914 .081 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD.6/16' urealaida 21 #4133.8S345 #4008D,8083HS T6 #4126,6083-T5 #90398.8083.75 Acoeptmroa Nn I •0514 a4 lAto Z! •0750 n�dJ6mi Product 1 878 878 x .678 •683 050— '('� 1. *r • • • • �Ae I —�— —��1.087 1.098--�+•� • • 1� •p i i • • � �� O GLAZING Ba,5/16" O GLF�NG BFAD]fiss • • Sfi GLAZING BEAD,7116° 69 GLAZING BEAD,13116" Y LYNN 940448.6083 T8 #4XI2A�i• • • #986C,6063-T5 #4087.86376 (USED Wl GRILL KIT) •• ••• •• • • • •*(USED Wl GRILL KJT) r 7} N0.58705 X LM OWN F NOGUWaE91Al48if✓�7 • • • • • WE USIONSr„t 1007/11 E NOCHANDFTfll88tgET4j�Uaft ALUM.HORIZONTAL ROLLER WINDOW IMPACT ' ;;r�ttONAI. Am &RQ/11 D NO Ci7ANllE'TNd3 T •• • ►A.BgX 11►® .n.4�na are ah.e Draw awe ALTNN WLL I'8 o� a.a< NOKOMI%FL 3W4 VilwyBatwr Jw�ro Half 7 s 1! 4127-10 F PXJ5SM FX 222 J.J. 813108 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XOX(114-112114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,0.H,1 GLASS TYPES D,E,F,J,K,L ANCHOR TYPH 2 3 WOOD $CCNC 1,CONC $3,WOOD 2 CONC 1,CONC 1 -IW ELCO TAPC 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G6) &SUBSTRATE ZONES ZONES ZONES q( ZONES ZONES ZONES WINDOW SIZE HEAP&SILL HEAD&SILL HEAD&SILL g HEAD&SILL HEAD&SILL HEAD&S&L 2. W16-LAN (1/8'A,.080.Ifir FOR INSTALLATION IN THE HVHZ ABOVE 30 FT.GLASS TYPES G-L SHALL HAVE A V B. HS) TEMPERED I.O.GLASS CAP.BOTH THE DP AND 83.126 x 38.378 1+C2+1+C2t1 2 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+12+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 C.6118°LAMI-(1!8"H6 090,1/8'D.7118"l AMi-(3118"A„090,3118°A)AANCHOR QUANTITY REMAIN UNCHANGED. ) 4&00 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 E.7118 LAMI-(3✓18'A,.090,3MS'HS) 80.628 1+C2+1+t2+1 3 1+C2+1+12+1 3 1 1+C2+14C2+1 311+02+140+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 F.7118'LAMI-(3118'HS,A90.3118'HS) G.1316'LAMI IG-118'OR 3118'A(MIN.),6118'OR 318'SPACE,6118'LAMI-(118'A,J38t4.118"A) 64.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 14C2+1+C2+1 3 1+CZ+ttt2+1 3 H.13118'IAMI IG-118'OR 3118'A(MIN.),6118"OR 3B'SPACE,6118"LAN-(118'A,.090,118"HS) 60.001) 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+C2+1tC2+13 1+02+1+02+1 3 I. 13KV LAMI IG-118'OR 3118'A(MIN.),&M8'OR 318"SPACE,6116"LAMI-(U8"HS,.090,1W HS) 1.13118"LAMI IG-118'OR 3118'A(MN.),3118'OR 114"SPACE,718'LAMI-(3118'A,.090,311("A) 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 14C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.1318"LAMI IG-118.OR 3118'A(MIN.),3/18'OR 114'SPACE,718"LAMI-(3118'A,.090,3118"HS) 80.000 x 38.378 1402+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+01+1 2 1+C2+1+C2+1 2 1+02+1+020 2 1+C2+2+C2+1 2 L 13118'LAMI 10-IM-OR 3118"A(MIN.),3M8"OR 111"SPACE,7118'LAMI-(3118'HS,.O80,3110'HS) 48.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+01+1 3 1+C2+14K2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WIND ANTITIES ARE PER ADJACENT TABLE AND BAS 6F�(�LOWING 80.828 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+02+2+C2+1 3 IONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN T� 84.000 1+C2+1+C2+1 3 1+C2+14C2+i 3 1+C2+1402+1 3 1+02++01+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 HEAD&SILL:101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 I+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+2tQ+1 26 34"MAX'FROM CORNERS. JAMBS: 9'MAX.FROM CORNERS AND 2212"MAX.O.C. 63.000 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 S+C2+1+02+1 3 1+C3+2+C3+1 3 T XWOx 38.378 1+C2+2+C2+1 2 +02+1+02+1 2 1+CZ+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X 48.00 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C1+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2K2+1 3 1+C3+4+C3+1 3 r B SD.= 1+C2+2+C2+1 3 1+C,2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.0W 1+C1+2+C241 3 1+02+1+02+1 3 +C2+2+02+1 3 1+C2+2+C2+1 311+C2+2+02+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 80.0001+C2+2+02+1 3 1+tx+1+02+1 3 1 1+C2+2+02+1 311+02+2+C2+1 3 1+02+2+C2+1 3 1+C3+2+03+1 3 AT EACH MEETING RAIL PLUS V ANCHOR AT EACH OPERABLE VENT 63.000 1412+2+C2+1 3 1+C2+1+C2+1 311+03+2+03+1 3 1 1+C3+2+C3+1 3 1+02+2+02+1 3 1+C3+2+C341 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000%38.378 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+02+1 2 1+C2t2+02+1 2 1+C2+2+C2+1 2 1+C2+3tC1+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 4&000 1+C2+2+C2+1 3 14C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2401+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 60.628 1+42+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 1+02+2+02+1 3 1+C3+3+C3+1 3 SLOW 1+C2+2+02+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+04+3+0141 3 263/4"max• 1 +� 80.000 1+t2+2+02+1 3 1id2+2+01+1 3 1+03+2+03+1 3 1+03+2•+0341 3 1+C2+2+02+1 3 1+04+3+04+1 3 •.L—• �3'MIN. 83.000 I+M+2+C2+1 3 1+C24ZK:2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2•+2+C1+1 3 1+C4+3+04+1 3 9"REF• X O X PRODUC7REVISED 378 1+C2+2+02+1 2 1+C2+2+02+1 2 1+C2+3+C.2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2t4+C2+1 2i:� -complying wuhamFkft 48.000 1+02+3+02+1 3 1 FC2+2+02+1 3 1+03+3+0341 3 1403+3+03+1 3 1+02+3+02+1 3 1+03+4+03+1 3 Building Godo MTC.RAIL,TYP. Amepiame No 1 -O 19.()qx' 60.828 1•IC2+3+C2+1 3 +02+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3 1 3 1+C3+3+C3+1 3.1+03+4+C3+1 3 FaCgMPLE CLUSTER W/QTY.OF(3)ANCHORS E"Pimt X10 54.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+04+1131 (SHOWN IN TABLE KEY ABOVE) By NMI 80.000 1+C3+3+03+1 3 1+C2+2tC1+1 3 4CA+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+04+1 3 +0++344;341 3 1+C2+2+02+1 1+C4+3+001 3 1$603404+1 4 1+C4+3+C4+1 3 1+C8+4+C6+1 3 26 3/4'MAX 111.01)0%38.378 1402+3402+1 2 1+02+2+02+1 2 1+ + 2 1+02+3+02+1 Ll 1+ +02+ 2 1+0244+02+1 2 1 12"TYP. I t-3'MIN 1 4&000 1+C2•+3+C2+1 3 1+CZ+2+C2+1 3 1+C3+3+03+1 3 1+t13•+3+C3+1 9 14-0240+01,+1 d 1P034+4+A+1 3 9"REF. X O X , YNN of/�� 80.628 1+02+3+C2+1 3 1+02+2+62+1 3 1+03+3+03+1 3 1+C3.3+C3+ 011 s 140340+ 1 a 1*Gw+C3* 3 �. �NCENSO •, p 84.000 1+03+3+03+1 3 1+C2+2+02+1 3 +C3+3+03+1 3 1+0863+CU &1 3 14C444+OH01 3 e' No.5870S WAM 1+M+3+03+1 3 1+C2+2+02+1 3 1+04+3+04+1 3 11+04+3+04+114 1+C3+3+03+1 3 11404+4+04+1 31 MTG.PAIL,TYP. now1+03+3+03+1 3 1+42+2+C2+1 3 1+04+3+04+1 3 1+04+3404+1 4 1+C4+3+C4+1 3 1+C8+4+C8+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 7' (s LCL 8+1118 F NOCMWGE7WaHE6T • • • • • • • a :n(�'., STA - F •.. . R • ANCHORAGE SPACING,XOX 91'4-912-114 0tml E NoCHanlc76xEEr �P�;Fco>z+DP.• �yt: JJQ all&�a11I D a�®wcnP7oeE7 +�FrA . • P4,oz,G�y' ALUM.HORIZONTAL ROLLER W/NDOW IMPACT '�.;��lO�N````A�1�.��,��' AV ow p pi NOKOMI9 All jIA( .B6Ale► �' �' o.rr/e ks A L' It4wwicrt,P.E. Ax a a7 spa N4710 NTS 8 d!! 4!27-10 F PEaoe�os ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .. .. . . • .. .. . . . ... . . . . ... ANCHOR QUAN7MES,XOX 113-113413 WINDOWS TABLE 5 NOTES:• • •• GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F •• • • •• • ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2.3,WOW 2.CONC • 11 CON* • 1.ANCHOR WPBS: • •• &SLISSTRATB ZONES ZONES ZONES ZONES ZONES y JONIS• :114'om TAPCOVS -§r ELCO SS4 CRETE-FLEX 3-012 STEEL SCREWS(GS) w • • 2 Gi.�SS TYAS: ••• • p WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.5/16'LAMI-(118"A„090.118'A) FOR INSTALLATION IN THE HVHZ ABOVE 3D V K 11 1 B.5118'LAMI-(118'A„090,18'HS) FT.GLASS TYPES G-L SHALL.HAVE A 4ILWO x 36.376 1+C2+1+C2+•1 2 1+C2+1+024112 1+C2+1+C2+1 2 1+02+1+C1+1 2 1+02+1+02+1 2 1+C2+ 2• �•511 6AMI-J1AHS,.�,18'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48000 1+02+1+0241 3 1+02+1+01+1 31+GZ+1+02+1 31+02+1+C2+1 3 1+C2+1+t2+1 31+t F{+f2+ • •P'ghSi�'4M0'�'311WA) ANCHOR QUANTITY REMAIN UNCHANGED. • •E.W16SLAN- 6"A,.OSO 3/18.115) 50.05 1+02+1+C2+1 3 1+C1+•1+C2+1 3 1+01+1+02+1 3 1+02+1+01+1 3 1+02+1+01+1 3 1eCl+tiled+ 3• •F.1116• I- 18'HS„Of�3J78'HS) 54.000 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1 1 3 • 4+I I MI -•18"j.�t 3(16'A(MW.),6N8'OR 318"SPACE,6118"LAMI-(18'A,.090,18'A) 80.CW 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C.2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+i+t2t1 3 1+C2+•1+C2+1 3 • •^•13/ LAMI 10-18"OR 3N6'A(MIN.),5116"OR 3/8'SPACE,5118'LAM[-(18"A,.090,18'HS) I. 13116'LAMI IG-18'OR 3(16'A(MIN.),EMS'OR 38'SPACE,5116'LAMI-(18'HS,.090,11W HS) 83.000 1+C2+1+C1+1 3 1+C2+1+C2+1 311+C2+1+02+1 3 1+02+1+C 2+•1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 J.13✓18'LAMI IG-18'OR 3/18"A(MIN.),3117 OR 1/4'SPACE,7116'LAM]-(3PI8•A,.090,3M6"A) 63.128 x 38.375 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+M+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+t2+1+C2+1 2 X 13116"LAMI IG-18'OR 3116'A(MIN.),3116'OR Or SPACE,7116'LAMI-(3118'A,.090,311W HS) 4&000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 L. 13116'LAMI IG-18"OR 3/18'A(MIN.),3116.OR V4•SPACE,7116'LAMI-(3116"HS,.090,3116"HS) 50.60 1+02+1+C2+•1 3 1+0+4MM 3 1+C 2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1401+1+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+1 3 1+C1+1+C2+1 3 1+01+1+C2+1 3 1+02+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. SD.ODO 1+02+1402+1 3 1+C2+t+C2+1 3 1+01+1+C2+1 3 1+CZ+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 53.000 1+C2+1+CN7 3 1+C2+1+CZ+1 3 1+C2+1+CZ+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 /+C3+1+C3+1 3 HEAD&SILL: 101R"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 6o.W Dx 3&375 1402+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2r1+C2+1 2 1+02+1+02+1 2 1+C2+•1+C2+1 2 25314"MAX.FROM CORNERS JAMBS: 9'MAX FROM CORNERS AND 2211r MAX.O.C. 4ILWD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2 1+C2+1 3 1+C2+1+C2+1 3 1+C1+1+02+1 3 TABLE S,. 50.628 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C241+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+02+1+02+1 3 X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1tC1+1+02+1 3 1+C2+1+C2+1 3 14020+02+113.1+030+03+1 3 1+p+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+01+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+02+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+02+1 3 1+Ci+1+03+1 3 ACL MTDSILLA)ANCHNCHOR ANCQUANHORS S6.W0x 38.375 1+C2+1+C2+1 2 1+C 2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+01+1 2 l� A CLUSTER E(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 4&000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 311+02+1+02+1 3 1+C2+1+C2+1 3 1+C1+1+02+1 3 ANCHOR AT EACH OPERABLE VENT 50.628 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C1+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 PLUS(1)ANCHORS AT FDCED SECTION. 84.000 1+C2+1+C2•+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+M+1 3,1+02+1+02+1 3 1+03+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 60.000 1+C2+1+C2+•1 3 1+C2+1+C2+1 3 /+C2+1+01+1 311+C3+1+03+1 311+02+1+02+1 3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1+01+1 3 1+03+1+C3+1 3 1+C3+1+03+1 311+02+1+C2+1 3 1+C3+1+C3+1 3 XoDox 38.378 1+02+1+C2+1 2 1+01+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 314'MAX. 48.000 1+02+1+C2+1 3 1402+1+C2+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+01+1+C2+1 3 1+C3+1+C3+1 3 1 �{�3"MIN. 80.028 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C3+1+C3+1 3 L 84.000 1402+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+03+1+03+1 3 91 REF. X O X 60.000 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 ft-rAPROOLvAth F� m' C"wlmth+Plmide 53.000 1+02+1+C2+1 3 1+C2414C2+1 3 1+C3+14C3+1 3 1+03+1+0341 3 1+C2+1+C1+1 3 1+C3+1+03+1 3 MTG.RAIL,TYP. Sm A cgdo ,Qq 64.000:3&376 1402+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2.1+02+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+02+1 2 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Da10 S ?AZ) 48.000 1+C2+1+C2+1 3 1+C:2+1+02+1 3 1+02+1+01+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 i+C3+1+C3+1 3 50.525 1+C2+1+02+1 3 1+12+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C2+1+02+113 1+03+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) Dy M] i Product 64.000 1402+1+02+1 3 1+C2+1+C2+1 3 I+CS+1+C3+1 3 1+03+1+03+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1131. ` GO.Wx 0 1+C2+1+C2+1 3 1+02+1+02+1 3 1+03+1+C3+1 3 1+03+1+C3+1 4 1+C3+1+03+1 3 14C3+1+C3+1 3 25 314"MAX ttltulll 83000 1+03+1+03+1 3 1402+1+01+1 3 1+03+1+03+1 3 1+0341+03+1 4 140341+03+1 3 1+C4+1+04+1 4 1 WTYP. 1 !--ir 88.437x 3&376 1+C 2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 t4C2+1+C2+1 2 45.0 1+C2+1+Cd+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C1+1 3 NC2+1+01+1 3 1+03+1+03+1 3 R X O X � �1 'aCENSLc' 1p 80.828 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 I! �.' 54.000 1+C2+1+C2+1 3 1+020+02+11311+00+00 3 1+03+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 No.58705 60.000 1+02+1+f2+1 3 1+02+140241 3 14C3+1+C3+1 3 1+03+1+CG+1 4 1+03+1+03+1 3 1+CA+1+04+1 14, MTG.RAIL,TYP. Y�� _ � 63.000 1+03+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 311+03+1+03+114 1+C3+1+C3+1 3 1+C4+1+04+1 4 E AMPLE CLUSTER W/ QTY.OF(4)ANCHORS oy:� -�)IIA :4L� CAW LAL &H4Hs F NO01ANGETH(SONEET 1070TECHNOL03YDRVE ANCHOR4GESPAC/NG XOX 113-913-1/3 •?0,�, '':Ftj"oRto.^. '�G�`•~ Jd 10n7n1 E lN00MWn0ffliEET ►LVEwDE'ft3rera Ift Is.-dw Ulu ALUM.HORIZONTAL ROLLER WINDOW IMPACT �VA� Jit 9=1 D ADDEDIGCAPTOORT>3 0 +30FTNOM PA.BQX 1698 aft tam Noxo►as,FLaa27e V41b1yBerter 1iR7ro MS 8 +11 a.�ev~4127-10 ALYP. mIFAS.P.E. RK 2 JJ 9/1&06 . . ... . . . ... .. .. . . . .. .. . ANCHOR QUANTITIES,XO&OX ENDOWS TSL 8 NOTES: GLASS TYPE GLASS TYPES C,D,E,F,I,J,14,L 1. OR + •• ANCHOR TYPE 2,3,WOOD 2,CO 1,CONC 2,3,WOOD 2,CONC • -11�ELCOT N i 2-'I�6 LCOSS4CRETE-FLEX 3-#12STEEL SCREWS(G5) 8 SUBSTRATE ZONES ZONES ZONES ZONES O 3 •' • • • • • N • 2.G • • Q�_ m �_ • LA� -4119"A,EAE, FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SI7J: y' (f) N u]N It]W (/1 �7 FT,GLASS TYPES G•L SHALL HAVE A V = etl ,5 SS a5 -, Z�p ' z cp ' -6 C.5119"LAMI-(1!S'HS,.090,V8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND +1 2 1+02+1 +a+ +C2+1 2 1+02+1 2 1+02+1 �P E � j $0�j g.Hg} ANCHOR QUANTITY REMAIN UNCHANGED. 48 000 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 ••F.�H9i LP1lu{3/16°.IiS,.0a43/19"HS} 1+02+1 3 1+02+1 +C2+1 3 z+1 3 1+02+1 3 1+C2+1 3 :G!13fW WNI IG•118'OR 3rAr A(MIN.).5119'OR 3/8"SPACE,5116•LAMI-(1/0" A 090.1/8'a) CM colaft I��MMPIG+1((88�OR 3✓1!°A(MIN.),6118`OR 3(8-SPACE 5/18°LAMI-(119"A.090,1/8"HS) 54.000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 •I. 1fm8"IAM1�G,iTB'Oh'3�18•A(MIN.),6/16"OR 3W SPACE,5116"LAMI-(1/8-HS,.090,U8"HS) 80 000 1+C2+1 3 1+02+1 3 1+p+1 3 1+C2+1 3 1+02+1 3 1+03+1 3 J 13118"LAMI IG-1/8"OR 3(16'A(MIN.),3118.OR v4°SPACE,711V LAM[-(3118"A..090.3118"A) K.13/18-LAMI IG-118°OR 3/18'A(MIN.),3/16"OR IW SPACE,7/16"LAMI-(3/18'A,.080,311('HS) 83.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13(16"LAMI IG-V8"OR 3118"A(MIN.),3118°OR 114-SPACE,7M8"LAMI-(3118"HS,.090,3V16'HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C 2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 DIMENSIONS GER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 �g SILL: 101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C1+1 3 1+p+1 3 1+C2+1 3 1+CL+1 3 1+p+1 3 18 3/4"MAX.FROM CORNERS. 90.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: W MAX.FROM CORNERS AND 22 VY MAX.O.C. 83.000 1+p+1 3 1+C 2+•1 3 1+C9+1 3 1+p+1 3 1+C2+1 3 1+C3+1 3 T 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1•+C2+1 2 1+C2+1 2 1+C2+1 2 z+p+2 3 ANCHOR CtUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 825 1 3 1+C2+1 + 1+C2+1 3 1+C2+1 3 1+p+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+p+1 3 1+p+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 80.000 1+C3+1 4 1+C2+1 3 1+03+1 3 1+C3+1 4 1+C 2+1 3 1+p+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+p+1 3 1+04+1 3 1+C3+1 4 1+C3+1 3 1+04+1 3 VENTANDTOTA FIXED SECTION. N ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38 375 1+02+1 3 1+02+1 2 2+02+2 2 1+02+1 3 1+02+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+03+2 3 1+C2+1 3 1+C 2+1 3 2+03+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.825 1+p+1 3 1+C2+1 3 2+p+2 3 1+p+1 3 1+C2+1 3 2+C3+2 3 8 314"MAX. 54.000 1+p+1 4 1+•C2+•1 3 2+C3+2 3 1+C3+1 4 1+C1+1 3 2+C3+2 3 -- 11-3-MIN. 80.000 1+C3+1 4 1+p+1 3 2+C4+2 4 1+C3+1 4 1+p+1 3 2+04+2 4 9"REF. 63.000 1+C3+1 4 1+p+•1 3 2+04+2 4 1+p+1 4 1+p+1 3 2+C4+2 4 X O PRODUM6ISED 66.000 x 38.375 2+C2+2 3 1+C 2+1 2 2+C2+2 3 2+02+2 3 1+C2+1 2 2+C2+2 3 p9`•"DIS with l -Fwrwa MTG. �`�X15-0 48.000 2+C2+2 4 1+C2+1 3 2+p+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 ^ali 1 50.625 2+p+2 4 1+C2+1 3 2+03+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY-OF(3)ANCHORS 54.000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+C3+2 4 1•+C2+1 3 2+p+2 00: 'L 4 (SHOWN IN TABLE KEY ABOVE) mismBY 1 60.000 2+03+2 4 1+p+1 312+04+214 2+p+2 4 1+p+1 3 2+04+2 4 83.000 1+p•+1 4 1+03+1 3 2+C4+2 4 2+03+2 4 1+p+1 3 2+C4+2 4 e 3!a"Max 1 1/2°TYP. 74 375 2+C1+2 3 2+( +2 2 2+02+2 3 2+C2+2 3 2+02+2 2 2+C�*2 3 (�-3"MIN. [ 48,000 2+C3+2 4 2+02+2 3 2+03+2 4 2+p+2 4 2+C2+2 3 2+03+2 4 9"REF. X O LYNN,yjrC�� 50.625 +C3+2 4 2+t�+2 3 +C3+2 2 4 2+02+2 3 2+p+2 4 "� — — 54.000 2+p+2 4 2+p+'2 3 2+ 4 2+C3+2 4 2+03+2 3 2+C4+2 4 I �Y' No.58705 x 50• 2+p+2 4 1+C3+1 3 2+04+2 4 2+03+2 5 2+p+2 3 2+04+2 4 MTG.RAIL (00 - 63.00 2+q+2 4 1+C3+1 3 2+CA+2 4 2+C4+2 5 2+03+2 4 2+04+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ;p• ?�IS :ur, LA2 s�t4<ts Frawnr NO LYIANITN�81iT ANCHORAGE SPACINGIm TECHNOLOGY OWE ,OXANDXOWINDOWS 'Qt��•. sTA F ery. Ja faf7/rf E NO CHRNOETf#3&lEEi _ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ',,,/LIN��A�%�.1 F,,� JR Nm/ff D IO CAP TDBETEIVERED +30ITMO7E P.O.BQx l6n rerr of ar m.ar. ie.e ALY�IJ�A"\p.E. ori o� Raconus.Fl 3exre Vtr/*Better ltli710 NTS 10 +11 4127-f0 F Ku 5m FA Sam JJ S/131a9 •• •• • • • •• •• • • • • • • • • • • • 13/a•MIN.E D.TYP. NOTES: 2x WOOD BUCK, •1.FOFiCONCRETF•APPLIWIONS IN V AMI-D#E COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4'ELCO MIN.3.4 KSI 1"MIN.EDGE NOTE 3 1318" • •TS��NS LEMKMED'MB/8•MIN.OR N4"SW CRETE-FLEX EMBEDED 13W MIN..MINIMUM DISTANCE FROM CONCRETE . IF MIN. i iAtpAQR ib C*RETE•"IS 114-. :MT MAD ANCHORS MUST BE#12 TRIMFIT HEAD. ••:: NOTE 1 • • • • • • '""�� tx WOOD ' " "• a •2.FORWOOD APAI.ICA'ILItM IN MIgMI•II�AD%tZUNTY,USE#12 STEEL SCREWS(G5)OR 1/4'S84 CRETE-FLEX WITH BUCK #12 TRIMFIT HEAD. NOTE 3 3.W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS Ua MAX ©• Y TO SOLID CONCRETE OR � Vw`v�i�e�AS�YbR�S O I 0 AUTHOPOONAL IF UNIT CAN BE INSTALLED OR TY HAVING JURISDICTION. CTIA SHIM SHIM JJJ WOOD BUCKu�yTgBF�j1 I D B CONCRETE WOOD TT • • • • • • • '• • ANCHOR ANCHOR 1 AOR ShTNCHM>'NT T;ALl1MMEM:TROMATERIAL SHALL BE A MINIMUM STRENGTH OF W83-T8 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF VB•THICK.THE ALUMINUM STRUCTURAL.MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIAARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4' 8.MATER"INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MAX DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. SHIM 13/8' 1/4'MAX.SHIM 1 1/4" IN. MIN. (1.8 KSI CMU) ` OR 2-1/2'MIN.EMBEDMENT PER NOTE 1 (3.4 KBI CONCRETE) WOOD CONCRETE = � ANCHOR ANCHOR, EXTERIOR INTERIOR INTERIOR NOTE 2 •MIN.EDGE NOTE 1 o.•MIN.E.D (HEAD&SILLDETAILS A B,C,D, &H) 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 SEE NAILING INTERIOR Bw MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E.F&1) —T EXTERIOR t TYPICAL FLANGE FRAME JAMB SECTIONS 15 rile•MIN• CONCRETE WOOD DETAIL H (HEAD) ANCHOR ANCHOR NOTE 1 NOTE 2 NAILING .131 DIA.MIN..212'NAIL jTCERS AND 5.O.C. 46FE PRODUCT REVISED DETAILS G,H&1. re�PtYWg a�dw Fka m Building Code' 114" 1/a• neoeplanco xo 15.0$1 IoxDmO y MAX. MAX SHIM SHIM MIN.EDGE pp • SEE i ' • '"• ••N TOTOEI N. NAILING " 1 3/4"MIN. - 2-112'MIN. NAILING ��ONi LYNN MIN.3 4 KS! E.D.TYP. " t^MIM EDGE �� • �cENSF ;Fp CONCRETE DETAIL C BUCK. DETAIL D 2-1/2"MIN.EMBED NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) _ N...8705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS we xwlac oweiaa ��(�•'G•, IS 4kiz EF Al ` LAE afl 6 F 00ltRECT0PWM0%LBU/OKA9=T0Mfl UDECMUorolEcNNrnocwnave ANCHORAGE DETAILS , u }anm} a Nocau►}crETwsr "v " FLS ALUM.HORIZONTAL ROLLER WINDOW,IMPACT NAI. SOI r IG�� JA &=I D NOC}lAN(ETFf18 SHEET PA.�l(if� a rree� a� m,e mavr. f.e A LYNN LLtER Ps- ratwras,RSera ►�r+o He/f 11 s 11 4127-10 F P.f:98WOS FJG �Y1olOB J.J.