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WS-17-684 Permit rvo. W5-3-17-664 �sN°RES 91 Miami Shores Village Permit Type.WindowsilShutterls 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000P. er tto*Class flcation:Window/Door Replacers tier Phone: (305)795-2204 Permit Status:APPROVED fiLORiDp issue Date:312212017 Expiration: 09/18/2017 Project Address Parcel Number Applicant 117 NE 98 Street 1132060132300 Miami Shores, FL Block: Lot: CONRAD BROWN Owner Information Address Phone Cell CONRAD BROWN 117 N. E. 98 ST. Contractor(s) Phone Cell Phone Valuation: $ 33,316.00 FLORIDA HOME IMPROVEMENT (954)792-4415 �, �� ,..,�.._.� .r..e.d. .,..��..�.. ,. Total Sq Feet: 0 Type of Work: 14 IMPACT WINDOWS &3 DOORS Available Inspections: No of Openings: 17 Inspection Type: Additional Info: 14 IMPACT WINDOWS &3 DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building t Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $20.40 DBPR Fee Invoice# WS-3-17-63304 $4.05 03/14/2017 Check#:32430 $50.00 $291.50 DCA Fee $4.05 Education Surcharge $6.80 03/22/2017 Credit Card $291.50 $0.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $27.20 Total: $341.50 In consideration of the issuance to me of this permit, I agree to pert m the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,stat,me s or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work don by ei er yself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WIND W 00 S,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infor tion ' rate and th all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ab m o or to 21 ork stated. March 22, 2017 Authorized Signature:Owner / Applicant / Cont ctor Agent Date Building Department Copy March 22,2017 1 IVl'laml--Shores Village CEINT D Building Department MAR 14 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �Y'_ - INSPECTION LINE PHONE NUMBER:(305)762-4949 1 FBC 20 r -7 BUILDING Master Permit No. Vv S PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade zip: Folio/Parcel#:_ _I 1. 310(-¢- 01 2?)o O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ( p ) C Ori r^ < OWNER:Name Fee Simple Titleholder): � �COwI� Phone#: �OS•](.0( •2gGQ Address:l 11 'k)(37 tom$ 5T- City: tAU) State: t'l_- Zip: Tenant/Lessee Name: N/APhone#:N/A Email: 'N/A WOO CONTRACTOR:Comp an� LORIDA HOME IM ENT ✓'phone#: 954-7924415 Address: 4070 30 A City: HOLL t State: FL Zip: 33312 Qualifier Name: W URNETT Phone#: State Certification or Registra'bolfi#1CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A- Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$_✓ ;k) I(j l� Square/Linear Footage of Work:• I —9Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPLACE Iq ---1 htQR j A N t 1)� 'a0 O( 1 r Specify color of color thru tile: 4 Submittal Fee$5 c) Q Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ e S (Revised02/24/2014) C'6 a � Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A City N/A State NSA Zip N/A J 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." y 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 certiTled 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 approv9dqnd a re- pection fee will be charged. 1 Signatur Signature _ OWNER or AGENT CONTRACTOR The foregoing instrumentwas acknowledged before me this The foregoing instrument was acknowledged before me this - day of J eo 20 by day of Lej 20 1' by ' who is personally known to who is personally known to me or who has produced as me or who has, as identification and who did take an oath. identification and who a e an oath: NOTARY PUBLIC: NOTARY PUBLIC: C4 00 #CEL PPS\N� Sign: Si \\NP��c s r' 2250' 4� �a� Sign: 0 ve a t Q�a h Print: o\a� �sS ��►�� o� a0`' pR Print: . ,� ���gGvo`ti��a Seal -� MY COMMISSIOp.'tFc;64915 .t �o �ooA .`�• �a EXPIRES:October 1, 1g Seal: __�. ._ 0'► ea\r ?-.,_.do \�Q 111 UL APPROVED BY4 Plans Examiner •�';;*Ening i 1 Structural Review Clerk (Revised02/24/2014) t l Property Search Application- Miami-Dade County Pagina 1 de 1 OFFICEOF1 THE PROPERTY APPRAISER Summary Report Generated On:2/12/2017 Property Information fz. Folio: 11-3206-013-2300 `t 117 NE 98 ST Property Address: Miami Shores,FL 33138-2336 Owner CONRAD BROWN&EVE LINDOR Y !' 117 NE 98 ST fa Mailing Address MIAMI,FL 33138-2336 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNITi� Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 1 Actual Area 2,484 Sq.Ft Living Area 2,176 Sq.Ft » *''• C Adjusted Area 2,311 Sq.Ft Taxable Value Information Lot Size 8,625 Sq.Ft Year Built1923 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $211,428 $209,611 $207,551 Land Value $215,711 $164,082 $164,082 School Board Building Value $153,269 $153,269 $149,293 Exemption Value $25,000 $25,000 $25,000 r XF Value $1,177 $988 $992 Taxable Value 1 $236,428 $234,611 $232,551 Market Value $370,157 $318,339 $314,367 City Assessed Value $261,428 $259,611 $257,551 Exemption Value $50,000 $50,000 $50,000 Taxable Value $211,428 $209,611 $207,551 Benefits Information Regional 4 Benefit Type 2016 2015 2014 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $211,428 $209,611 $207,551 Cap Reduction $108,729 $58,728 $56,816 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,000 $25,000 $25,000 Previous OR Book- Sale Price PageQualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). 01/01/2006 $0 24144- Sales which are disqualified as a result 3623 of examination of the deed Short'.Legal Description 01/01/2002 $208,000 20466- Sales which are qualified 1 5341 6 53 42 1973 MIAMI SHORES SEC 1 AMD PB 10-70 11/01/1979 $85,000 104 Sales which are qualified E1/2COT 16&ALL LOT 17BILK 17 07/01/1971 $40,000 00000- Sales which are qualified LOT SIZE 75.000 X 115 00000 OR 20466=1973 01 2002 1 i 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: http://www.miamidade.gov/propertysearch/ 12/02/2017 I Florldo Home Improvement Aaeodates Broward Tel:954.792-IN S license No.COC colon I QB44818 Mlend Dade Tel:30545454M 7044 BW 42nd'SL,Ft Lauderdale,FL 37312 FLORIDA Fac 954792,217o 1 ^ HOME (�Q //1) 'IMPROVEMENT Web:FHAPRODUCTS.COM P Jobb f d 71 ASSOCIATES Email; �tC l " MF09fHA PRODUCTS.COM SROPlacoment Windows Contract � 20 � Name Nome Phone:� s4�0 nanC" �.PhoneC 4 EL 3 Address City State Zip �e] This Contract Is made and entered into,this day of 2p7-7h..W, between Florida Nome.impwvament Assodatss,Int JJ a Florida corporation('Contrattoe or'FHA`h and ewner(s)na ed above of the residence located at the address Ssted above('Owner"). The Wim. agrees to perform the work described below.- 1) elow: _ _ 1) R ng un to be replaced.(NOTE:Removed Items are RkNy to be damaged.) Dkwftm On sliding Sloss docs AeArle a Fllmd 2) &FMHAE necessary to receive replacement unit Panels are IdentMod. On Oasenmrds 3) Erw fl&arm Saver_Simonton Vinyl Insulated and ode Amid doors On Map Is Id fou aught Hinge and Left triage. , uminum knsuhted,—Aluminum Non-Insulated On Doublaihndr peas tM. mon4) nerpyShim Saver^Aluminum _Aluminum No n insulated act"doorlsIdarrtiAed /J� (/ ' ! OV �( } Cdtllr. Till aratni0: Grey INIiIFirdsh: �fl(ftla ;18 � �a Yea( ) N4 22 0 Standard qty Qty MY-0, QtY QtV21 QLY Custom— Arnw rTx® FA AF FA a AA AF FA KW AN FAA RK ) LH( ftvft ) aA( I LAI Qty Qty Qty Qty Qhr_ Qtv Qh— Qty— Q V.._ , INITIAL.HERE Wanreser. ManulactureesWarranty sent upon competitlo . 51 WorkNOTtobereplaced: tba tieJNMALHERF-) 1 6) If applicable,remotdng shutter panels and/or security bars. 7) Ilnstru Ing Am • E S) 410anu0job ini+4 p persalts an 4) If appHable,M the event that Contractor Is unable for whatever reason to abtakxProper m� Contractor shall refund any previous payment and this ncaCtbn.sha5 be au W concened. .. (No fIn1sIF WOr than I He to be Irdes, taitkay.) Additional Work: Schedule.Contractor shall commence work within after execution of the Contract a"Commencement Date)and Ahau ends t complete all Work hereunder wftidn JUdays after the Commencement Date. / Contract Price $ The TOTAL PRICE for a5 Labor and Materials(Including any applicable dLsconmt)is $ Sales Tax( %t $ Down Paymem $ (If appReable) j Balance Payable $ Toml Contract Prim $ 1 Contractor will Provide to Owner a Final Waller and Release of Lien and Contractees er,substantially similar to the forms Included in cheater 713•Florida Statues(20051. Qrde onr, a IWJ Owner elects to applylorRnam ft of the above safte lump sum amount.if yes is drded seeAnonc*agamment and refs Notley to the Owrw,aAnsnebrg h baiag oberbled by Owners a}po netslge tblslamelmpnwnwto>arltraet(lodudlnAAnaneula doaoaems)Ice 1)ulb, t b).You are ee-rd to a aPy of W o, h of the*M you We%gear 8>b protest Your hrgW rights.• O.The Alwndal documma attidrd to this horse bnprereme t cOMMI t may eotrutn a matesse or aherwhe create a Ilen on your proper*that maid be foreclosed on M yes do not pW.ore nae yea nmMNaml a5 Prm4abM of the oontraR and Anendal doaanerrb 6efaa you sWL This contract contains the entire contract of the parties.It may not be charged orally but on b a ge 1 h Y signed nines order or other written amendment,The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF,the Parties hereto have executed this w i ntracL under seal,as of the day and year first above written. { 13fou yer may corneal this tran*Mon at any Unto prior to MkblgM an the tMrd businim day altar date of 618 tranaaotloa Mched Will of canoe llaY for ettes�lanatlott of this right. rr, .N) \ Con SI ser) BY. ( me 7TItf. r t aturc of Owner) K&2A� Date Home Owners ASSOCIOdon Nome: phO#7e#. YES( ) NO( Building Nome: r , CIT .® / T%\A i ' p Speciatty Engineering Consultants,Inc v.- rE'*, Wind Velocites in South Florida CDae$ 3 A p 5 1599 SW 30 Avenue,Sutte#20 F `n` 4g, Dale BrewarJ Palm Beach 1 Boynton Beach,FL 334326 Risk Cat.1 165 156 156 Luw risk to humans fa ms s n p FL.CA#009217 - �� 5 - Risk Cat.2 175 170 170 single Residence . o-•t .Sss� Risk Cat.3&4 186 180 180 Essemial Facilities F 9 h'��P-�P�� Intstuctions and limitations of Use a 1 Charts rovide wird pressures based on the mean roof he'ht.And shall not exceed 60'-0". W- ni, 2 Des'n ressures are for an enclosed buirndi shutters or other im act resistance protection required). mph) 175 1620 FBC for II VIIZ,or Fig.26.5-1a 3 User shall determine the mean roof height, Eave height,Roof Peak/2 Risk Category 11 Table 1.5-1,page 2 4 End zone distance is the lessor of 10%of length,10%of width or 40%of the mean roof height and not less than 3'-0" Exposure C Section 26.7 5 If 50%of a com onent is in a aNcular zorw then that com onenit is considered to be in zone with the major" of the area.If uestionable then lace in Zone 5 Kd 0.85 Table 26.6-1,page 250 6 Each com onent,window door mullion has a tribute area that is area to be used.Area of components to rounded down but shall not be less than 10 sf. Kzt I Figure 26 8-I,page 252 7 For NON.that re uire a Kt 0 then multiply the values listed herein b 1.18. GCpi 0.18 -0.18 0.55 8 Wind ressures are based on Allowable a..desitin. Pilch of roof 3/12 14.0 degrees 9 Des'It pressures listed herein are valid for Exposures B and C and exposure D. max roof height 30 theta 14.0 degrees 10 Charts and values listed herein are onlyvalid when signed,dated and sealed b Ga McDo le PE#56214 or Mark LeBlanc PE#35683 or Adam D.LeBlanc PE#77012 11 JVVind design pressures are calculated in accod Zees.rdance with ASCE 7-10 Method 2 12 No reduction is taken for slopes less than 10 Areaofcom mens Area ofcom ent Area ofcom nent Arca ofcom mens Area ofcom ent Area ofcom nent Area ofcom nt Area ofcan nt Area ofcom nt Area of com onent Areeofcom ent 10.0 sf 15.0x17 200 sf 25.Osf 30.0 sf 35.0sf 40.0sf 45.0 sf 50.0 sf 55.Oaf 600 sf Me-Roof llei t Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.138.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 - 35.0 15 -43.4 1 -53.6 -42.2 -51.3 41.8 -50.6 41.4 -49.8 41.0 49.0 40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 44.5 40.6 40.6 39.3 39.3 38.9 38.9 •38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 _ 16 -44.0 -54.4 -42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7. 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 -45.1 .. 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 -41.3 -48.8 -40.8 -48.0 -00.4 -47.2 40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 -47.8 -40.5 1 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 1 37.2 36.7 36.7 19 1 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 -48.3 41.0 -47.5 -40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 -44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -45.3 -55.1 -44.9 -54.3 -44.4 '-53.5-* -44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 -42.3 49.4 -01.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 r 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 43.1 -51 -02.7 49.9 42.2 -49.0 -41.8 48.2 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6' 40.6 40.1r 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 1 47.5 -58.7 46.2 -56.2 -45.8 -55.3 -45.3 -54.5 44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 42.6 49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 -45.3 -54.1 44.8 -53.3 44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8. 40.3 40.3 39.9 39.9 39.4 39.4 38.9 98.9 25 48.4 -59.7 1 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 45.7 -54.6 45.2 -53.8 -44.7 -52.9 44.3 -52.1 43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1' 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1' -53.4 -44.7 -52.5 -44.2 -51.6 43.7 -50.8 -43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 '41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 1 45.0 -52.9 - -44.6 -52.0 -44.1 -51.2 43.6 -50.3 45.7 '45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.1 • •419 •T42.441.9 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.9 -55.1• •t-08 • -53.3 -44.9 -52.4 -44.4 -51.6 -44.0 -50.7 46,0! A46.0 44.6 44.1 44.1 43.6 '43.6 43.1 43.1 42.6 42. • •4 1 • 41.6 41.1 41.1 40.7 40.7 i�t).21J 29 -49.99 t i":61.6 t18'S. -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 '-56.3 -46.• -ow0 «!2 .-53.7 -45.2 -52.8 -44.8 -52.0 -44. .-51410. -49-3- � 43.9 43.4 43.4 42.9 42.9 42.4 41.9 41.4 41.4 40.9 � 0.9 30 - _5n 1 _ I? I l ( I�.41,03 _58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -54.1 -45.6 -53.2 -45.1 w' �.3 .••X44.6 • '•SL SIO APPROVED BY DATE - - < O _ • •••- •- - • • No �77012 • • • • •;it ZONING DEPT - � (� •• •• _ �: e ... ... _ E� 9 17 BLDG DEPT �/� ... ... ST OF SUBJECT"f0 CChiPL.WNCE WITH ALL FEDERAL • STATE AND M- iY RULES AND REGULATIONS -". MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL,SCHEDULE/COMPARISON CHART Address:117 NE 98 St, Miami Shores FL,33138 Permit No. Opening Window, Door or Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/ No 1 DOOR 15-0729.14 +75.0 -85.0 +43.4 -47.1 40 3/4 x 85 5/8 NO 2 x 4 YES 2 WINDOW FL16736.1 +60.0 -60.0 431/4 x 561/2 3 .L •L y .L .L .L .L .L .L 4 .j. FL16177.1 +70.0 -70.0 20 x 38 3/4 5 FL16736.1 +60.0 -60.0 391/4 x 471/2 6 FL6890.1 +67.5 -67.5 37 x 471/2 1 x 2.75 �. 7 FL16736.1 +60.0 -60.0 391/2 x 381/2 8 DOOR FL14850.1 +70.0 -70.0 -58.1 35 x 841/2 9 WINDOW FL16736.1 +60.0 -60.0 49 x 55 10 -47.1 64 3/4 x 55 3/4 11 FL13010.1 +75.0 -75.0 -58.1 213/8 x 54 12 DOOR FL14850.1 +70.0 -70.0 291/4 x 911/4 F F2x4 13 WINDOW FL13010.1 +75.0 -75.0 21.3/8 x 54 14 FL16736.1 +60.0 -60.0 39 x 50 15 FL16177.1 +70.0 -70.0 -47.1 19 3/4 x 39 .�. .L 16 FL16736.1 +60.0 -60.0 311/2 x 50 1/2 17 FL6890.1 +67.5 -67.5 VIA VIP 112• �, �, . .. . . . . ... . . ... . ... . . 1000 0 . 0 00• . . DIAGRAM SMEET . �, �' v a x wait Mme}ttR1N6 TECH #IUMURE MIM CLS; OMER'S MINE FMA LEAD NUMBER TYKE OF PROP O HE# FlO0R!LUIWBER TOTAL O Of FLOONS t,--x-z A� .•l Awe tz' .t it IA , a , .3 ! r. , r (; ! - i j f# lf/ r • j 3 � � i 1— - � 1 � 1 � 7 j i , i P ' 7 yj ( f , { 1 t I 1 vt i e ••s•ss • � t_ 0000•' .0000. '01 :._... ' . • kq tt Y I I 000.0• •••s,'t_",' •s0 �' ( I 4 0000•• } �; �.—.� I ..: �}, � C ....�... �.. _� — � , i �} ' 1 em 1 fi •0•••• �•-•. •0. ' i 060600 00 T # 140 0000•• sJ••• i i - i {. i , _ } i i s , E , i ( } 1 . • f ` + IV w ; i � I rI ' 7- I I e 1 1 : I Florida Building Code Online Pagel of 3 4. y! . _ N1W qj e ai ',--"'MR ,�`,a(�if(fn d 505 Hone ( Log In User Registration I Hot Topics Submit Surcharge Stats&Facts .,...�._ ;r;.;;; y +,;.. usin s (' _ Product Approval raf ssi hal USER:P14%User Regulation t ?rodu[t Auoroyal Menu>product or Anniicatian Srsatti,>Ar2Ilot[ol Us t>Application betall R FL# FL13010-R3 Application Type Revision f Code Version 2014 Application Status Approved i Comments Archived I Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 1 ekoss@cws,cc Authorized Signature Koss Erin ekoss0cws.cc •••• • • •••• •••••• • • • • Technical Representative Erin Koss •• • • • • Address/Phone/Email 1900 SW 44th Ave. • • • • - Ocala,FL 34474 •••••• •• •• •••••• (352)368-6922 Ext 291 *00000 • • • ekoss@cws.cc •••••• Quality Assurance Representative Jay Lathrop •••••• •••• •• ••• Address/Phone/Emall 1900 SW 44th Ave. • • • •• •• •••• •••••• a Ocala,FL 34474 • (352)368-6922 Ext 291 •••••• • • jlathrop@cws.cc • • • • Category Windows • • • •••••• Subcategory Fixed • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Fb Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. l Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 -Cl Ev lkn, CW PW-8, Referenced Standard and Year(of Standard) fibir1dard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 i htt ://www.floridabuildin .or r/ r_a dtl.as x? aram=wGEVX wtD v Eb8FEH60... 6/24/2015 P g g/P P PP_ p p Q q Q Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code F Product Approval Method Method 1 Option D 4� Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summar of Products Fl # Model,Number or Name Description 13fl10.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72", L€mita of Use Installation instructions Approved for use in HVHZ:Yes FL133QIO R3 11 CWS-4336(PW 8150 36x72 IMP).yd Approved far use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other.PW-8150,36"x 721,DP=+1-75 psf.Large Missile FL13010 E "IE!gnt PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade, EL13010 R3 AE E"lRen CWS-433B(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP).odf Fl 1301 Q P.3 AE O tan.x(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed W€ndbw,Cd!tinuous HetiA 6.6111. 0000041 • Limits of Use installation Instructions •• • • • • Approved for use in HVHZ:Yes ELL3010 R3 II CW5-5108 • • • • {�y(yiSih6a.•1:tlNTHDSL•• •• 000000 Approved for use outside HVHZ:Yes XMZLD& 0 Impact Resistant:Yes Verified By: Lucas A.Turner 58140.0• • �••••� Design Pressure:+67.5/-67.5 Created by Independent Third Pa".GY*s • • • • Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports • • 066666 x 72".Outer lite must be safe lass above 30 ft,in HVHZ, FI 13410 R3 AE Du t •••0 • ••••• safety g Atli pVl�OA 13 0129 27.odf 0 • Glass complies to ASTM E1300-04. ELILo1Q R3 AE EvalRep CWS-43?("CPV!'� &150; :00••• ••••• CONTHD L IMP . f •• •• 0000 0000•• Fl-13QI0 R3 AE Ouanex(Mik A 12 1 i(L7 2.ndf • Created by Independent Third *-Ac 1 • •• 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 12Q"x 48;. ••••• • • 00••00 Limits of Use Installation instructions •• • 000 • • • I Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300, 120x48,IMglft•0 Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes f Design Pressure:+701-70 Evaluation Reports Other:PW-8300, 120"x 48",DP=+J-70 psf.Large FL13010 R3 AE DuPont SGP NOA j I-nf;- Missile Impact.Gass complies to ASTM E1300-04, FL1301Q R3 AE EvallRen CWS-3738(PW-8300 120x48 k elf FL13010 R3 AE Quanex(Mikron)gyp,12-7P.17 02 pdf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, Limits of Use Installation Instructions Approved for use In HVHZ;Yes FL1.3QID R3 II CWS-1540(PW-8300.72x76,IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact,See Installation Drawings for PL1 0 R"a Pont PVB NOA 13-0129 27.odf f Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.12dfr ft.in HVHZ.Glass complies to ASTM E1300-04. FLI 010 R3 AE EvaiReo CWS-1590(PW-8300.72x76. IMPI.vdf ' FL13010 R3 AE Ouanex(Mikron NSA 12 017 02__rxif Created by Independent Third Party:Yes 6ac� x�x nntsrr��::1ea0 North �roe S•ra"t_7at9at41aKrt.1:1.42399 Pte'950-aa7-faze The State of Florida is an ANEW employer.toovr'ht 2007-2013 State of Florida.::erjyalCY... O :;Acrxcsbi ty.S;igmerx 1 1 http://www.foridabuilding.org/Dr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FBH64... 6/24/2015 Florida Building Code Online Page 3 of 3 • Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mad to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florlda Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address If they have one.The emacs provided may be used for official comrmmication with the licensee.Ftwevor email addresses are public record.it you do not wish to supply a personal address,please provide the Department with an email address which can be made available it the public.To determine If you are a licensee under Chapter 455,F.S.,please dickhM. 1 Product approval Accepts: aCClirilVlH'tM lt'� ••0• • k • • • 0000 0000•• 0000•• •• •• •0.06• 0000•• • • • 0000•• • • 6•0•0 6 0000 • 00.00 066.0• '••6• 0000• •• •• 0000 •66••• • • • • I • 0660•• •6000• • • • • • • • • 00000• f 1 { 3 http://www.floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGEVXQwtDgvQEb8FEH60... 6/24/2015 1239 Jabara Ave. UR_ ® North Pont,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FB.PE C.O.A.#29779 Evaluation Report 433B April l8,2015 F Product Description: Series 8150 PVC Fixed Window,Large Missile Impact,36"x 72"unit size 37 1/4"x 73 1/4"flange size,3/16 Ann.—air—7/16 Lami Ann.(3/16-.1 OSPVB-3/16)glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-433B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3 5 66-1,-IA,-IB,and-1C,from National Certified'Testing Laboratories,Orlando;FL signed and sealed by Gerard J.Ferrara,P.E.,with testing performed: AAMA/WDMA/CSA 101/1.S.2/A440-05,ASTM E1886-02/05 and ASTM E1996-02/05,and TAS 201,202,203 1994 4) Supplemental Calculations to support CWS-433B,signed and sealed by Lucas A"Turner,P.E' Installation: Units must be installed according to approval document CWS-43313. 0. ...... .... . ..... Limitations of Use: This product: • .. .. :... ..... • May be used in O configuration in sizes up to 36"x 72"unit size,or 37 1/4"x 7�Ki"flang%,; size,with max.glass daylight size of 31 13/16"x 67 13/16" ...... • Achieves a design pressure of+75/-75 psf ...... • Is impact resistant and does not require the use of shutters • • May be used in the High Velocity Hurricane Zone •• 000 • • Requires 3/16Ann—Air—3/16Ann-.l OSPVB-3/16Ann glass minimum •• ® In HVHZ may only be used up to 30 fl above grade 0 Requires Dupont PVB Interlayer per Miami-Dade NOA 13-0129.27' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02' 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this' product. e Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will 1 acquire,a financial interest in any other entity involved in the testing or approval process of this product. } 1111N100111 ,��a►� pREIV . i } No 58201 4/18/2015 � s w STATE OF ;4U Lucas A. Turner,P.E. "•�.ci•��� P.:;, ',' FL PE#58201 40 R ,wtidNAt-® x� Lucas A.Turner s 2015-04-18 22:15-04:00 F P ' ' ^ ��PICTURE !W�INQQW - LARGE MISSILE IMPACT QFNERAL NOTES, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLOF410A BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. 19 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 19%PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 3) 3.CONFIGURATIONS:'a, ARCHITECTURAL SHAPES INCLUM 8Ur ARE AX OVER PICIFURE WINDOW: FLANGE WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET2_ m ALL ............. 4.DESIGN PRESSURE RATING: IMPACT MAX,UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 31 JaEl GLASS TABLES ASTM E-1 300-04 GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES A ASTM E-1300-04. S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD I ANCHOR CALCULATIONS, 6.PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT 13 1 (3 REQUIRED, UJI MAX. 7.ALL FRAMES ARE FULLY WELDED. OVERALL FLANGE SERIES t MODEL DESIGNAWN PW-81 50. HEIGKT 9,THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 FIXED SASH, 7ir 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ..............I UNIT % IGHT Az livir Lucas A.Tumer :-a 6 13:13-04:00 12 JABARA AVE. 63� 39 NORTH PORT,FL 34288 PK 941-3WI 574 GENERAL NOTES AND 46 ELEVATIONS TABLE OF CONTENTS DWG* -- ............ _ .................... vYINOOW STBmm 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT i FULL ELLIPSE(OVALS0 LL Wa > FALL CIRCLE ....................._"...._ _._. Ln MMBSTONE Z TRAP€WID O i i�u o °yam Ik a �Im � 3ca t... 4411gtf+trr,txdr V,t DRE W 112 CIRCLE OCTAGON tz t No NOTES: ^91 STATE OF rW y i' 0. t SEE SHEET 5 rOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. I ,S`s.�t�S�.(O H t °"(��U� 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. h78Tfriftff THRit FIN-WOOD OPENING, 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOW ON SHEET I. _. 4/1112015 4.ANCHOR SPACING FOR ARCHRECTUAL PLANGE AND FIN WINK#) S LUCAS A,TURNER,P.E. MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FIL PE#5820 t U FACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE, 1 4 NORTH PORT,FL 30288 ' • ••• • • • • • •• PH,941-380-1574 ___ .._..__•......._. • •• • • • • • SHEET DE$�" • •• • • • • ••• • • • • • • • • • • ARCHITECTURAL 1#1CIRCLE � E •• ••• •• • • • •• SHAPES DRAWN BY: b-AAff,-- AAJ 11/25111 'V: i U i • i j CWS-433 8. T ............... • i• • • i i• • •• i i 2 EE _...._.•.._•..,�..........._.. • • ••• • 1;1 �— _ ••• • • • • ••• • • ••• • • • ••• • • , b _.........._......................._..__._............_...._............................._.......................................................................................................................................................... ...._...�. F WIN 1900 INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC CCS- +` Ci 7 8150 PVC to C PICTURE WINDOW IMPACT w s Vtt st e ar _ F d m r SECTION VIEW&B c oz f �3 t" .....-_-.._ 7?6"OVERALL I I N fv O W —N1&"ANNEALED i a it '— ... ---tf4'AIRSPACE ---7116"LAMINATED � � I (L a� _.....-3116"ANNEALED 1Q t DUPONT PYB INTERLAYER ..-..... 4 4 f yy�3txaair®rrr:rr I 3118"ANNEALED. `,1Y6CZRytO„ �b INTERIOR • 4„40q�y�GEM3�'•.�`',Fher .T`-�.•" He 58209 �"���' (t� 1 7 PLRFECTGLAZE"M't5RS3iiAFLEX552 T" 551 STATE OF f4li< t t t 12"GLASS ESTE s6c" .......... 08.._..._...... Q....�. , (4J..._........ 2 4111/2015 LUCAS A.TURNER,P.E. FL PE 4 53201 1239 NORTH JPORT,FLL34288 i? ••• ••• i i ••• • i •• f --✓" ✓ PH.941,380-1574 ®® SHEET D I ....._. SECTION VIEW A-A • •• • • • • ••• • ALTERNATE FIN FRAME • • • • • • • • • SECTION VIEWS AND •• ••• •• • • • •• ty GLAZING DETAIL 6RA 8Y: DArE................ AAJ 11/25111 • ••• • ••• • • 1: {vidf REV.: �. a — — i i i•• i i • i i CWS-433 B •• �• • • i i• • •• i i SHEET SCALL: ••• • • • ••• • 1:2 3OF6 •e• • • • • ••i • • • • • • • • • • • • PARTSUST ....... ........._........ .................. __._.. ITEM PART# DESCRIPTION VENDOR MATERIALI FRAME CORNERCONSTRUCTION j 1 H-6025 ISASH STOP MIKRON PVC WINDQW SY4TEM3 1 2 ' H-6026 SINGLE HUNG FIN FRAME MIKRON PVC 3 H-6031 ISINGLE HUNG FLANGE FRAME HEAD MIKRON PVC i IWO SW 44TH AVE. OCALA,FLORIDA 34474 4 H-6031 ISINGLE HUNG FLANGE FRAME SILL MIKRON PVC www.cws.cc 5 H-6031 SINGLE HUNG FLANGE FRAME LEFT JAMB MIKRON PVC .............. 6 H-6031 SINGLE HUNG FLANGE FRAME RIGHTJAMB MIKRON PVC 7 P3113 SCREW SUPPORT FOR PVC -CORNER WELD(ALLSIDE51 8150 PVC e P-3352 SETTING BLOCK 85 DUROMETER 118"x Ste"x 2"LG. AMESBURY FOAM SCALE 1;8 PICTURE VANDOW 10 P4648 SKAFLEX552 OR HENKFI PURFECT GLAZE"H" SIKA t HE—NK- IMPACT 11 5.6064 GLAZING BEAD VII'O.A.I.G.} FRANK LOWRUBBER 12 GLASS SEE SH ET3 CARDINAL --G-LA-S-9- LINE LAS IINE ITEMS NOT USED' o a U. p Fw- I(n I O O (n _ 3SB"-.......`i � IW .¢ <i UU 23x4 99116" 1/16" 31te- ^'t6h 6" C7�E 1f18" -}--.....! ' aS♦v4/t1!!ltdd� �¢ gGREW ddi ......01 a� � •,. l 1118"-�: 11s8" ,�-moi.•, Na M201 PVC FRAME,FLANGE-H-6031 PVC FRAME,FIN-H-6026 PVC GLAZING BEAD-5-6064 PVC FILLER,SASH STOP-S-6025 $'S1'; STATE OF LttS i y,0�ti ,• ��u'w� tlid#$pro# ri ICP—ley: r....................3" ® T- 411112015 , ............. ._........ i SCREW SUPPORT-P-3113 LUCASA.TURNER P.E.FL PE*68201 1238 JASARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34286 • • • • • • • • • PH.941-380-1574 I • •• • • • • ••• • aB3cRIaTn:v: •• ••• •• • • • •• BOM AND EXTRUSIONS I 1DAAWN Br: T: _ • ••• • ••• • • AAJ 11/25/11 T • • ••• • •" • • B CWS-433 • • • • • • • • • • _ • •• • •• • • • SCALE: SHEET ••• • • • ••• • 1:1 40F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ....... .............. ............... ........._._-- ..........- TYPICAL HEAD ANCHORAGE MIN EMBEDMENT —SUBSTRATE BY OTHERS QINDOMWSME"l SE£TABLE 1 SEE TABLE Y _ t/4"MAX.SHIM MttJ.EDGE 01ST. —�--.i SUBSTRATE MiN.EDGE BIST, SEE TABLE t I BY OTHERS 7900 SW 44TH AVE, SUBSTRATE BY OTHERS-- i SEE TABLE t fta"MAXSHIM-«{ 5EE TABLE t OCAIA.FLORIDA 34474 SEE TABLE t WwW,CWS.CC MIN.EDGE DIST. III ! SEE TABLE t (....... ...__� ___.�, i 111 PERIMETER SEALANT— INSIDE AND OUTSIDE / ' MIN.EMBEDMENT INSTALLATION ANCHOR Sim PVC BY ELY INSTALLER SEE TABLE 9 SEE TABLE t #........... MIN.E BLED�MENT PICTURE WINDOW SEE SEALANTBEHIND —/� Ira"MAX SHIM ! ( IMPACT FLANGE BY INSTALLER ...._ 1. ........ ......... 1 i N PERIMETER SEALANT PERIMETER SEALANT INSIDE AND OUT&DE BY INSTALLER �..._.......—INS€DE AND OUTSIDE -.........-INSTALLATION ANOHOR I BY INSTALLER SEE TABLE 1 W QQW -. SEALANT BEHIND SEALANTBEHIND IF 4 ' FLANGE BY INSTALLER FIN BY INSTALLER ........ rC"\ HORIZONTAL SECTION i 6 TYPICAL N AN HOR0AGE "- B HORIZONTAL SECTION HEAD AND SILL SIMILAR FOR FIN INSTALLATION Ira 1 INSTALLATION ANCHOR 8 TYPIOAL JAMB ANCHORAGE SEE TABLE 1 QZ UW a a - I SEALANT UNDER SCREW ❑ ❑ A- HEAD BY INSTALLER u it < 4 � _............ . SEALANT BEHIND r 114'MAX.SHIM FLANGE BY INSTALLER _ Q Z I r PERiMETi31 SEALANT MIN.EMBEDMENT PERIMETER SEALANT--- i O� •^+••K,,}'' lO INS40E AND OUTSIDE SEETABLtE7 BY INST'ALI.pOt7TSEDE BYINSTALLER __.#. 7 N. 562D1 SUBSTRATE BY OTHERS--/ SEE TABLE t EDGE DIST. ��C STAT£ OF �-cr SEE TABLE 1 TYPICAL SELL ANOHORRGE / r�>fj'4�/� tr.���,' /// rrrrltun�i/y�ys� z7. TABLE 1:APPROVED INSTALLATION FASTENERS 411112016 FRAME TYPE SUB AT. DIST. LUCAS A.TURNER,P.E. CONCRETE{20 KSI MU) 3178"ftW TAPCON 1-t Y t-7!&' FL PE#56201 1238 JABARA AVE. `M • •• D HORIZONTAL SECTION NORTH PORT,FL 34288 j FLANGE CONCRETE{285 KSI M{N,) 3118'ELCO ULTRACON ,- • t` • • • •1"• • 0 • 6 BOX:FRAME INSTALLATION- PH,941-380-1574 FLANGE GI�LJf FILLED CMU(ASTM C-9Q) 3116'ELCO ULTRACON 1.174' 1 • HEAD AND SILL SIMILAR FOR BOX INSTALLATION &tiE DEstxiiivf+I�i -" 3116'MY TAPCON • • 0.: •�718 FLANGE 2XMIN.SOUTHERN PIE(Gm0.55) •• `moi• •• ••OR ELCO ULTRA�N INSTALLATION DETAILS FLANGE 2X MIN.SOUTI RN PINE(G-0.55) k10 WOOD SCREW 1-3/6, FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, By: TIdfr---- FLANGE 16 GAUGE(0.1780"}MIN.STEEL STUD #1016 H1LTi KWIK-FLEX OR(Tw FULL THREAD 7176„ UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW •TF"a060" • ••• • AAJ 11/25/11 Q(IIt 1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED � x-.- FLANGE 118'ALt.8b1_(6063-T5 MSN.)OR #1D GRADE 5 SELF-TAPPING PING/ ULL REAP. • •-Ig! .: t/B"STEEL(33 KSI MlN.) - pF6LLING SCREW •T-S 0.1 ••• 7148" SI:E AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-433 B • • FiN ?JCMIN.SOUTHERN PINE(G-Q 5b) #A WOOD SCREW • • • -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS lAtAff.�-• 1.7!2` • T1� •• %CM FOR FLANGE WINDOWS. SHEET ............. .._.... 1:2 6 OF 6 • •• •• • • • •• •• ••• • • • ••• • • x MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County ProdiiateControl Section that this product or material fails to meet the requirements of the applicable-building code-P... •••••• This product is approved as described herein, and has been designed to comply NN441 tlm Florida P141ding •, Code,including the High Velocity Hurricane Zone.- 066:66 DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—Ml! :9000: APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Alumiam! Tubso,wulGons",..... sheets 1 through 25 of 25, prepared by manufacturer, dated 08/2914 t p•with relmon Be**** dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Midttfi-D"ade CorlrttyProduct•"';• Control Revision stamp with the Notice of Acceptance number and expiration Vaf(:q the Miatni-Dade County Product Control Section. - :...:• LABELING: Each unit shall bear a permanent label with the manufacturer's 10"a 4t logoq. ty,,state,: model/series, and following statement: "Miami-Dade County Product Control Approved", unless olkerwise 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 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. 16-0218.03 MIAt11•DADE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by 4 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; o f•flipped• Ariminunw9••;• mullions, prepared by Fenestration Testing Lab, Inc., Test I?epdrt Na'F''>r-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letterAjt;a 05/0 l�signe4**0*: and sealed by Marlin D. Brinson,P.E. .... :0000: (Submitted under NDA No. 10-0819.05) 0000" .... . ..... C. CALCULATIONS 0000 0000" 1. Anchor verification calculations and structural analysis, complying wit} F%C-201Q..;: and with FBC 5111 Edition (2014), prepared by manufacturer. dated 01/Z9N15,tigned . and sealed by Anthony Lynn Miller,P.E. :Goo*: D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product ContoI caminer NOA N0. 6-0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51e Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. ...... . . . .... . ..... ...... .... ..... .. .. .... ...... . . . . . ...... .. ... 9 0 i i i Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 { E-2 r ' I SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: p NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES....................... 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..................I............1 0 ELEVATIONS...................................1 0 FIGURE 1: 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........_._...........2 R z � MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 1.qVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO 1X i MASONRY..............2 E MULLIONS I / -� SEE DETAILS I INSCRIBED INSIDE ' INSTALLATION NOTES...................2 Ln A-O,G,H: s ECTTAENcuLAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.......................3 MULL TO STEEL STUD........._........3 N GO SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W INDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL...................._..........3 � II /� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN V160.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 U) LU IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................4 O W / BAY MULL INSTALLATION..............4 1 X 2 X.125 MULL SPECS...............5 -i 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 -j _ INSTRUCTIONS. 1 X 275%.37b MULL SPEC8..........7 Z Of y (n 1 d O SEE DETAILS / 111 / III /11 5)USE THE COMBINED W IDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS_......9 m O o F A THRU G: I I III _ \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS.._......_...10 F sHEErs z A rHRu G: ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 7UBE MULL SPECS....tt F Q J SHEETS 2.3 1X4X.16 TMULLSP SPEC.....11 I III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X 3.tBe X.285 MULL SPECS OPENING 1.25 X 3.26 X.100 MULL SPECS..._13 Z I j VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 MULL FOR W LENGTH HORIZONTAL 2 X 4X.26 Ml1LL SPECS................16 Z SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J Q SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT t 2B X 2.11 X.125 MULLSPECS....18 ¢ LU AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 11J 30'X 3.25 DAY MULL SPECS.........19 Z I- Q N p REACTIONS. 45'X 3.26 BAY MULL$PEGS.........20 Q Z MULLION 6 CLIP DIMENSIONS......21-23 N Z:¢ Q O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES t&2.._..............._.........24 N � PRODUCTS MAY LOADING EXAMPLES....._...............25 fn BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU Z N MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED BY PGT- PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U C7 Z;O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. € /SEE DETAILS11 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING - --t I HORIZONTAL SHEETS 23 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. I— MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT-)FOR THE OPENING USING THE ASCE-7 STANDARD, ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I^OPENING`MOTH--I �HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. --I LENG�TH I� I I � `, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGl1LAR/TRAPEZOIDAL'. OPENING 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY MULLION CAPACITY FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED { HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AtdIding &I1 uK Falls OPENING MULL �' HORtZ. VERT. MULLION CAPACITY(LBSMULLION CAPACITY OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSUREDESIGN PRE$$URE RETIREMENT(LBS/FT2)(LBS/FT')FOR THE OPENING OBTAINED IN Aca pl-0 W ��'s•^MM HEIGHT LENGTH MULL MULL STEP 1). pilau Dale 14 1 L TH L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By LREPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. hoduct Oa so ••• • • • • • •• ,� OPENING WIDTH 6)FROM THE ANCHOR C 4ACITY LBS AAL N*FIE ANI,SREE PAND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �0 Nj LYNN A/��%� SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL •• •. OPENING WIDTH ANCHOR/SUBSTRATE/AN R-CLIPS TrVN$r1A)FAF Y)•,VOC ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \`,\\\O,.- •1!!�c FORVERTICALMULL CAPACITY IS MET. • • • • • • • • • �� �,\CENSE ••. Q MULTIPLE MULLIONS •• ••• •• • • • •• �� '1 SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBS/FT•)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE _ t' No.58705 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ,� . C LLI; STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATIN%(LBS/FT)FOR THE WNWTVTIQN PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION _ -L, TE F : 4/ - 92014 FLORIDA BUILDING CODE(FBC),5TH EDITION -- CAPACITY(LBS/FT2)OBTAINED I10R THE MMKMDN S ASTEM.TH1bLOWEFiOF7HE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .OP PRODUCT ASSEMBLY " •ANSI/AFSPA NDS-2012 FOR WOOD CONSTRUCTION • • • • • • • • • • f` '.''LORIO ••'('j`` . .ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTIOiFI�S�D AN�TABLE VALUSS USP&01N A SP�CIFIC A'PLI!'ATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ' �. •AISI-S100-07/S2-2010 •• • A.�MN� 5870`�.E. FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • :r x�x � ' DETAIL B: MULLION DETAIL A: o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X SUCKSTRIP TW.ANCHOR PAND ER SUBSTRATE, o OR WOOD FRAMING WOOD BUCK AND MASONRY g7TgCHMENT SEE SEE TABLES 18.169 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, LON SEE NOTE I, yI U m MULLION I SHEET 1. Z y N N I I I SEE SHEETS 'e eb I MIN 2.7 KSI EDGE O W e 1 1 CONCRETE OR CMU' I DISTANCE, J W 21-23 FOR HOLE d I F�--�F- EITHERTHE 1 11 LOCATIONS I I ..ISEE 11546E TABLES _ STANDARD OR .a I I EDGE DISTANCE 16188 Q'8 OFFSET MULL a EDGE I e FOR MASONRY W Q C O DISTANCE CLIP MAV BE I 1 1 FOR WOOD{/ _ I I I ANCHORS m U M F INSLED BY d SCREWS L I I SIDE VIEW Z o to ITHITSAMLETHOD. 260'MAX FOR F ALL MULLIONS °od ° d' O J A EITHER THE � I- 7 . d STANDARD z Z U-2 m ° .e d. OFFSET MULL y CLIP MAY BE LED BY _j U E Z d EXTERIOR THIS THIS METHOD. Q Z v EDGE 'd DISTANCE d' ~ Z O FORap Z O Z N r ° MASONRY TO O THE OFFSET CLIP IS ANCHORS Q~ $O N RECOMMENDED FOR J m d S FIN-FRAMED EXTERIORed WINDOWS.BUT MAY W Q ALSO BE USED FOR U Z Q OTHER FRAME TYPES. ♦— > O O {fig} Z11) O so TYP.ANCHOR [ 0:ieof TYP.ANCHOR PERSUBSTRATE, 6 TYP ANCHOR PER SUBSTRATE, SEE TABLES 1 B-168 PER SUBSTRATE. SEE TABLES 10.168 SEE TABLES 18.188 �EDGE/END BUCKSTRIP DISTANCE AND SEE TABLES ATTACMMENi SUAND 113-165T y BY OTHERS, EMBEDMENT AND EMBEDMENT' SEE NOTE I, ATTACHMENT - SHEET 1. By OTHERS. ... - . SEE NOTE I, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED SIDE VIEW as complying With the FlOrib .. BuildinA14- BY- CdFRONTVIEW Aep21erpir80INSTALLATION NOTES: unn1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• INN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0 •• \��`o�`� Lq,;/����i�l ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE • •• • • • • ••• • ,���,-•'�1Gf NSF•'•.Fh� i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • No.58705 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. •• 000 •• • • • •• y� r 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. LY- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3._ _ _ _ • ••• • ••• • • �,.•• i� • • • t • — •—r s • .�� S o E Or-- 5)FOR MASONRY APPLICATIONS IN MIAMI COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • • ••• • • • • '��(� •.F�OIi1�P•• C� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • �'� • •• • •• • • • ••• • • • ••• • A.sfNtJIMILLEF2,P.E. FL P.E.#58705 • •• •• • • • •• •• ••• 0 0 0 000 0 111 t. DETAIL E: z MULLION TO MULLION :;R DETAIL C: - .126 MIN. INTERSECTION NOTES: te MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAYBE INSTALLED IN"TEE'OR'CROSS' o MASONRY STRUCTURE INTERSECTIONS. °o rc (STANDARD CLIP SHOWN) VARIES 2)MAY 8E INSTALLED HORIZONTALLY � (SHOWN)OR VERTICALLY. N I TYP.ANCHOR c EITHER THE I I PER SUBSTRATE. L 3)BEE U-CLIP DRAWINGS,SHEETS 21-23 3 m F STANDARD OR I SEE TABLES IB-13B FOR CORRESPONDING MULLION. z annM� LU OFFSET MULL I i - TOP VIEW MULLION O CLIP MAY BE 1 1 I 8 EDGE DISTANCE J INSTALLED BY II I ° FOR MASONRY VARIE3i--� - W THIS METHOD. I I I ANCHORS I = I I %tt STEEL SCREWS. Q. SELF DRILLING OR PRE-DRILL 2 ...1 °I MULLION AND USE SMS O co O] O H p \� MULLION ? Z J EXTERIOR 4 + THE OFFSET CLIP 19 c Z U EDGE DISTANCE RECOMMENDED FOR / FOR MASONRY `^ FIN-FRAMED INTERSECTION @@ W ANCHORS - d WINOOWS,OUT MAV U-CLIP 12 F-•p Z ° ALSO BE USED FOR EXTERIOR Q Z 8' OTHER FRAME TYPES. � z � Z Z Q N O TYP.ANCHOR .4 '4 Q O Z W PERSUBSTRATC <J ° C � SEE TABLES 1 B•136 SEE SHEETS 31.43 FOR (n TYP.ANCHOR HOLE LOCATIONS PER SUBSTRATE, _ BUCKSTRIP SEE TABLES I8 -13B FRONTVIEW EDGE Q Y Y AND DISTANCE (n U) ATTACHMENT SEETIBi3B V Z Q BV OTHERS, _ SEE NOTE 1, a Z In EMBEDMEM- SHEET I. EDGE 90 N �— - - DISTANCE g '~--T—SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 13-138 DETAIL D: FRONT VIEW SIDE VIEW MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, \ SEE TABLES 18-130 ED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` SEE-23 FORETS PRODUCT Rw•with the ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ® ;is complying wish We Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code 1(o-CLQ"G LOCATIONS Acttptmtce No3 FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �` \ Expirall Date X21 `tel MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ey © Mi 'Delo L 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3. •• • • • • •• • ••• DISTANCE �. �(LYNN Ag/� 5)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED • • •• • • SEE TABLES O` "•• �F ELCO ULTRACON OR ELCO JW S.S.AGGREGATOR MASONRY ANCHORS. cAR STEEL STUDSTNNNERTHAN 1B-13B '��`-••��GCN$E '•. FRONT VIFoW i • • iB}¢�AEANDCOMPLANTKER THE USED. •• ••• •• ,✓f1 • • •C�'�-CHMENT Y SACKER MUST USED. (f USE WOOD f CHOTHERS. - -v: NU.58/0" EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW _ /,!/ ry L = NOTES: ;_.O•'._`- 6 �O .: '.> . LU • ••• • ••• �J' _ —- _ • _ • - • • R OD-BACKED STEEL STUDS,WOOD _ ST E OF . • • ••• • •4N�H0 V LIES MAY BE USED. - '.��.c� '•.•FlOR10P' ,,C�\ • •• • •• !2)SEE CORRESPONDING MULLION TABLES. " ••• • • • "LOETS 9420,FOR QUANTITY OF SCREWS. FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• IF DETAIL F: DETAIL G: DETAIL H: ® X FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ; .OR 45' SEE DETAILS A-E, 30 d SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION I DO I- O O Z to O O 1! O O F:JEo O Lu O O TOP VIEW d Tn SIDE VIEW i m V CD O SHOWN WITH I'X4'X.126' I TOP VIEW i i F Z 10 J MULLION i I TVp,ANCHOR O J PER SUBSTRATE, Z, (� m EXTERIOR 1 I / SEE TABLES IBB OR IDB Z 7 g b I I I 0:S@@ y I TYP.ANCHOR 1 1 I EXTERIOR J V~j 6 U Z STANDARD MULLION CLIP I PER SUBSTRATE, MODIFIED TO FR FIELD j SEE TABLES I8-146 " I Q Z CONDITIONS, 1 I 2'X 6'ANGLE CLIP, Z Z Q O I I 2 PER MULLION END,MUST BE QN I I I INSTALLED INSIDE OF DAY MULL. F FO Z a0 O MULLION I 1 g $O�� cn a \ I 1 I I I 1 0 Ld Q Y Y 2'X5'X.126' II I I ANGLE CLIP, V Z Q 3 3 I I I 2 PER MULLION END, Q ZO I I MUST BE INSTALLED 1 I I cn I INSIDE OF MULL. m go I I I '-,__TYP.ANCHOR b PER SUBSTRATE, SEE TABLES 1B•148 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. \ EXTERIOR 10 lw_� PRCOUCTRHVISED OEµ � f ns complying wish Wu Florida I E BuildingCode © l C INTO WOOD,STEEL. E.Acocplwlm No 03 ALUM.CMU OR MASONRY 1 O pirnlion Dala Z) EDGE ® ® DISTANCE BY PER Miami Ih cl ANCHOR EDGE -�- v f(D •E • • • • \\\ I// DISTANCE 4 • • • • ONC%SfOFVINSTALLATION• OPTION G 3 H: - PERANCHOR Y • • ` O� .•'•"'••.��(C i • • r :1)jAj ANGt%CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: •♦ ••• •f • • • •• 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE N..58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.1 1"X.125'MULLION. LOCATIONS. - - 2)SEE TABLES I-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • ••• • •••3)DETAI H:SEETABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE _ �` (,f g /6 •;` LOCATjp 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. -`- • • • • • • • ^ G O•. ••• • • • ••• v A.'LKR.pE• FL P. 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A • + Mullion CaoscltvTable IbsM2It opening Wlrhh(for verilcelV"spar9lrgmtAlons)orOpeningHelght(torhorizontellysparrdrpnitilo* gg < 50 In 601. 701n 60N 901n 100h 120N 1d01n 180N O d Radenguly hepnlang. Recten0uly Treprxeng. Recte,lguly TMI'Mov. Reetenp.a, Treprtnerlg. Reetenpuler Trepimeng. Racte.pAer Th,".ng. Reetenp W Tre077dv* RecbnpL, Trep/Rlap. Rectan9Wv TnpM.ng. ti Lowing Loading Loafing Lowing Lowing Lowing Loednp Loading Lotting Loadng Lowing Loedrq Lowing Lo9dNg lmdnp Wdrlg LoadnO Looting oY U 1x2x.126 u! Alum.Tube F & �' :b' B F F .&• & t &_ F .�' t .& .& &' E• B F6„• _ $ ., to Mullion B � i7g 0 W 0z rn W 421n 111.9 406 129.6 ]32 07.2 408 118,5 325 799 doe 1DL6 331 69.9 106 101.+ N9 62.1 408 104.0 319 85.9 408 104.0 319 46.8 408 104.0 319 39.9 408 104.0 319 ]6.D IOe 104.0 719 'LU 2 +674 74.0 312 818 259 62-4 312 TJ.4 252 515 312 67,0 248 046.8 312 83.2 248 41.8 312 81.3 244 37.5 312 81.0 244 ]1.2 312 61.0 244 26.8 312 81.0 244 234 312 81.0 2+4 0 w 60.8251n 417.0 261 70.6 231 83.2 2B1 81.5 228 45.6 tat 55.7 224 39.9 281 52.1 232 35.6 261 '50,1 220 31.9 281 49.3 219 28.8 264 49.7 219 22.8 281 49.3 219 20.0 2B1 49.7 219 m o Q 31 In 32.8 247 $7,3 207 /J.e 247 49.8 202 37.6 247 44.6 199 32.9 247 41,5 1941 29.2 247 39A 194 26.3 247 35,4 193 21.9 247 36.1 1B3 16.0 217 39.1 1W 16.4 247 38.1 193 Hco J 60 N 38.4 200 41.2 170 32.0 200 35.4 186 27.4 200 31.5 183 24.0 200 28.0 180 21.3 200 27.1 189 18.2 200 23.9 157 16.0 300 23.0 136 67N 33.1 181 35.3 155 27.8 161 30.3 152 23.7 161 M.9 149' 20.7 101 24.5 146 194 1B7 22.8 1k 16.6 181 21.7 143 Z 9 04In 26.6 165 30.6 142 24.0 165 26.1 179 20.8 185 23.1 136 18.0 185 21.0 131 d 72 N 221 179 23.3 120 18.3 139 18.9 118' 15.9 139 17.5 118 lL J v Z 76 N Ie.9 125 19.7 109 15.7 128 16.6 107 ¢-J F J 78 N 17.5 116 76.2 104 TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: F LO yZ u o O Anchor Capacity Table Ibs ANCHOR CAP.,,,,,,,, �i $ � Suhelrele: 2.7k Concrete 3.5k Caw. How CMU FiM CMU PT Wood Meth (DP)X( )=ANCHOR CAP..• W MULLION CAP.,,o,,,,,, X 5178'Eko 114'SS Eko 5/16'Elco 114'SS Eko Y70 SIeN Y12 SIeN Y72 Sled Y `1 Arwllorlype:P44. ko Ullncon 1//'Elco W-bn U__ 3'16•Eko Nbecon 1/4'Eko lgtracon A9gteGetar Unrecan AggreDelar screw(05)so-(05) Sol"(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR N in (n Anchor Clip Pattern CAPACITY REQUIRED'CORRESPONDING TO AN 3 Edge gelance(ink 2 frr 1• 2-12S.tre7• 2.12' • rr r etre" r o.4e• 9'54- 0.324' ACTUAL PRESSURE REQUIREMENT FOR THEEmeedment m: 1.7/+' 1.314• 1-7/4- r 1.311 1-u4' 1-7/4• 1-1n' 7-vr t-1ar OPENING,WHEN IT IS LOWER THAN THE MULLION EL ZU Q2 Anolwre®6.75'MN.O.C.I Blended Or OYed pip(Fp.ti45roe 6901bs 16404 b 2701ba 2801Ds 3541bs 7401oa e6041bs 94810° 041 be M2bs SBOba OF THE 4 Anclwn®/.1r MN.o.c./slandvd(or o6e.q cup L2t 2t 700 roc wA wA wA wA Sao tee WA wA WA WA wA eaz b. 9951°° t tzD bs MULL OIN.IT WLL YIELD A MINIMUM ANCHORTEO O 4Ancrwrs Q3'e0rtDC.!12)211 Arg*Cape/(M 3}. leo be Sao 1b4 1560168 lase I6e 540 lbs 6801bs WA leo ba 746 be 6E0Ib� leez 1w 662 bs 8851bn 1 fto m° CAPACITY W HICH MAY BE USED TO QUALIFY 2 ArwMre W 0 Min.O.C.!U{3Ip,N1o.126'ANm.(FIg.4} wA NIA WA WA WA WA WA WA WA WA WA WA WA N/A 715 bs ADDITIONAL ANCHOR OPTIONS FROM THE f AncbvlL (Fb.SL ig5 bs 195 bs 223 bs NSlbs 62214.3 73516.3 1101bn til be 370 bs 1671hc 332165 473 ba fTOb 221 Ibs 280165 ANCHOR CAPACITY TABLE. 2Arwlwre 1,15'MN.t Fabffb.6): 240 b. 3501bs WA WA WA WA 19016° WA WA WA WA WA 31116.3 M21M 660 be NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVISED 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. es complying with the Floft SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" r- Building Codc ) 0=11Acceptvlco No •O _ _ r Ex 11.341 091.3 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: MI F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Mlruni do P 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,ARiR WOMTEAIOIi.LOCATION�, • •• ��� //// ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETES ALL CO 190' 9&ACP301tPLA;IF1CAlgNS.HOLLOW AND GROUT-FILLEDSN e CONCRETE BLOCK UNIT(CMU TALL F�tM O/�Tn�G OD MALL BE PRESSURE-TREATED �. A 85. IN Nf j(GQ� ) r i: it FIGURE 4: FIGURE 5: FIGURE 6: -YELLOW SOUTHERN PINE W(?ki N E00 0. jk�1M � S LL E T5 AND BE MINIMUM OF.125' _ �: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' IC 18 UGE.STRUCTURAL STEEL TO BEAT 1'X 2"X.126"MULLION88705 �. THEM LEAST.125'THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND / • THE MATERIAL.#10 8#72 ANCHORS INTO WOOD MAY BE STEEL,78.8 S.S.OR 410 S.S. •�- N �b 111-" Lu ST IF ol� - • • ••• • • • tRN .. C • • • • • • • • • • '/,� n AF • 08•• • •• • • • . ••• • LYNN ••• • • • FL P.E.#58705 • • • • • • • • • • • •• 00 0 0 0 •• 00 _ - 1 TABLE 2A •�� � � _ - Mullion CapacKY Table aRt1 Opening Wt dth(lorvelticeAyspanni inNlons)or Opening Helght(for hodzonta*sperrirgmullions) win 001n 701n win win Iw In 120 In 1401n 7w in O Rectangular TropTdarg. Rec+ergJar TrspTdary7. RecanWuu Trap/Tdaro. Redanglder TralVfdug. Rectangular TreprTdarg. Rectangular TroprTdarg. Rwtggdaz Trep/Tdarg. Rectangular Tra".rg. Rectangular TI-Wdarg. ti w 1 X 2 X.J7li Loading Loading Loading Losdin9 Loadi g Loading Loading Loadlrg Loading Loading Loading Loading Loafing Loadiro Loedkg LoediN Loading l.oadi-0 oY U Alum Tub � � 1a 1 111t 1 1 11 11 31 1 11 1 11 11 ' 3 z LD W 42 Mn 770.0 620 170.0 435 151.3 882 170.0 478 �11 .7 602 770.0 606 113.5 682 750,5 578 �7ff7 168.9 617 wA 582 1689 677 75.7 882 188.9 617 81.0 862 1688 517 (97.7 882 180.0 677 J W J = 42 In 121.8 507 138.0 419 -101.4 607 118.2 470 9 607 108.7 403 76.0 507 1028 399 89.6 391 60.8 Mr, 99.0 396 50.7 607 W.0 308 43.4 w7 99.0 3w 38.0 507 99.0 398 � e 50. In 103.7 458 114.8 379 88.4 458 99.0 371 1 458 w.5 361 84.8 158 Me 360 81.3 357 67.8 158 80.0 356 43.2 156 80.0 358 37.0 158 840 358 324 458 80.0 358 Of 54 In 65.4 4w w.3 338 77.2 100 80.9 328 61.0 dw tt7 322 53.4 400 67.3 318 47.5 4w 64.0 315 427 4w 62.3 3U 358 4w 61.8 313 30.5 4w 61.8 313 26.7 4w 61.8 313 tl.l O Q 1h wIn 62.3 324 66.0 278 61.0 324 87,5 2T0 44.5. 324 57.2 254 38.9 324 449 280 34.5 324 4].9 237 31.1 324 42.0 255 28.D STA 40.5 233 222 324 40.5 263 19.5 3N 40.5 253 (O J W N 53.8 291 57.4 252 448 284 18.2 246 36.1 281 43.8-F-2-47 33.8 291 39.8 237 29.9 28/ 37.1 234 28.9 294 35.2 232 711 291 33.5 90 1&2 291 33.4 13D 18.8 294 33A 230 3 68 k 46.6 268 49.8 23D 39.0 268 42.4 2T5 33.4 265 37.5 221 29.2 266 34.1 278 MO 268 31.8 215 2J.4 268 29.8 212 10.5 268 28.0 270 16.7 268 27.7 209 11.6 280 27.7 209 Z i 721n 38.0 225 37.9 196 30.0 226 322 191 287 225 28.4 1B8 ?26 725 25.6 185 20.0 225 23.6 102 16.0 72b 221 1w 16.0 225 20.3 177 129 716 18.6 776 77.3 225 19.8 178 gp 78 in 30.8 202 32.0 777 23.3 202 27.2 173 27.9 202 23.9 170 19.2 202 21.5 ,.187 17.0 202 19.7 165 15.3 202 18.4 16:7 128 201 18.7 100 10.0 202 15.9 158 9.8 1112 15.8 158 8 6 LLLLZII 751n 28.3 192 79.8 teB 23.8 161 25.1 185 20.2 161 22.0 782 77.7 192 19.7 159 15.7 163 18.1 157 14.2 192 18.8 155 11.8 192 15.2 152 10.1 192 14.4 750 0.9 192 11.2 750 Q J d 66 ~ Q p w In 18.5 144 19.0 128 15.4 144 141 128 Z z On L0 All DID 961n 15.2 727 15.8 773 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anehor Ca ac Table(lbs) ANCHOR CAP., ,,,,,, LU X Y Y SWslrale: 2.Tk Corwrsle 3.5k Cone. Ho"CMU - Fdkd CMU PT Wood Metal IDP)X t )=ANCHOR CAP.., X Q 3 MULLION CAP.,,o,,,,,, 5/16'Elw 114'SS Elco 516 Eko 1/1'89 Eko 970 SISN 912 Steel 911 Stell Anchor Type: 31/6'Etco UBrscon Ile Eko Oil- 3118-El.UBracan IN'Elco uft-on Ag@,(Miw Illtracon A9peGator Berew(05)St"(GS) S-(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns unrscon Z Edge Dldsnce 9nk V 2.112' 1• torr ]-1ro• 1' !"- 1' 2-1rC r ave• 2• 0.19• 0.54' 0.321• ACTUAL PRESSURE REQUIREMENT FOR G H AN d Embedment(911: 1-Y4' 1-314' .1-Y4' ta/1' Y 1.114• lirl 1.111 1-114- 1.114' 1.11V 2' rale• taro' 1aMa ACTUAL PRESSURE REQUIREMENT FOR THE OPENING,WHEN IT IS LOWER THAN THE MULLION @n � 2 Anchors 0 475-Min.O.C./Standard or arut dip(Fig.1): 390 roe 3w be /501M ego Ibs 181/b 270 w0. Tw bs 351 Ibs 740160. 3741M 6BA IM 94B IM 341r.- MT IM Sw W0. CAPACITY FROM THE TABLE)OF THE SELECTED �X 4 Anchors @ 1.15 Mk.O.C.I Slendand(or O6soq Clip(Fig.2): 4w IM 7w ks NIA WA WA WA Sw bs WA NIA WA NIA WA 882 bs BBS IM 1120 lb, CAPAC d Alwhors 3'Min.O.0/R)2s5 An9k Clips/(Fq.3t 7w IDs Tw M 5w IM Isco bs 189816. 540 los 5w nx WA 760M 74016° Bw Ibs 1e92 bs 682 b Sas IM 1120 ba MULLION.IT W ILL YIELD A MINIMUM ANCHOR 2 Anchors Q 0.45-Min.O.C./Uaip,Into.125'Alum.(Fq.1): WA WA WA WA NIA WA WA WA NIA WA WA WA WA NIA 7151h1 ADD T ONAL ANCHOR OPTIONS FROM THE ITY WHICH MAY BE USED TO FY 1 Anchor I F{71p(Fq.5): 795 ba 795 eb 225 Ibs 445 bs 8YL IM 13s Da 1401M 177 ba 37u u, 18T IM 3321M 473IM 170 bs 221 IM ANCHOR CAPACITY TABLE. 2 Anchors®1.75-Min.O.CJ F-00(Fig.d): 240 Ins 350 b1 WA WA NIA WA 1w bs WA N!A All, WA WA 311 bs 1421M Sw bs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PR(3DUCT RBVISBD FIGURE 1: FIGURE 2: TABLE NOTES: us complying with th9 FIOAt1t Building Code • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acceptanx IVo I -D -D3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -�{ 1.000' (+- Ezpirelion Date 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ey Mremi ProA4cl FIGURE 3: 3)MULLION AND MULLIONCLIRS"ONW A&E N04T TO VALE.FOJF1(ACT DIMENSIONS,SEE SHEETS 21.23. 1)I 1 • • • • HOLES TO BE DRILLED "'T'ONSIN THE FIEIID FOLLQWIW DVAEkASICWAI.�2 S 'T'ONS SHOWN ON SHEETS 21-23. 2.000' ( LYNN FIGURES SHOW SUGLESTED,APF%OXIM VE HDLKOOAAT04SA ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CO%OE SHALL A C�QRM•fQ SCI X1 S*PECIFIOATIONS.HOLLOW AND GROUT-FILLED .375" Q CONCRETE BLOCK UNIT(CMU) HALL C NOR O A M E•9()•#WD SHALL BE PRESSURE-TREATED ' No.58705 _ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK(18 GAUGE).STRUCTURAL STEEL TO BE 1"X 2'X.375-MULLION - - - T T1�II THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 - II II II- LEAST.125'THICK AN A 6.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND $ b - 1I -"O R- ® THE MATERIAL.#10 812 ��iORS Ir�rO WOOD dAY BE STEEL,1&�O.S.OR 410 S.S. • :� • Tr E F 4 ORION. ONAL ••• • • • ••• • A.LYNN MILILEA,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ri Mullion ca ac Table IbsWOpening Width(for ver8aa6y-sparWng m010110or Oponing HeIght(tor hod nlally-sparringmdBOrls) �OI. BOIn 701. 001n 90 in 1001n 1201n tloln loom O TrWrdang. Rectangular Trep/Tdeng. Reelengulr TFeplT WO Reelenguer 7repRdeng. ReclenpWer Trep/Tdeng. Rectergular Tnp/Menp. RaetengWer Trep201anp. ReNnWerTrop7deng. RetrenpNer 71apRdenp.Leading Loading Loading Leeckv Loading Loading Loading Lending Loadng Lowing Loading LO.&V Loading I.eedrg LdinLoedrlLwdinp oY_ to '�&.. Fin inF14 F114i _ q�b -Dg$ a $. 15E � ia � 116 E - � $ �' cR$ 0 � w b (O 19 1 g z � 12 h 170.0 620 170.0 135 170.0 714 170.0 47a 170.0 Sea 770.0 608 110.0 092 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 621 127.6 1301 170.0 021 711.6 1301 170.0 621 J U.1 46In 170.0 708 170.0 624 170.0 ISD 170.0 5111 170.0 982 170.0 970 770.0 1173 170.0 661 IS1.8 1139 170.0 677 136.6 1139 170.0 660 113.9 1139 170.0 880 97.6 1139 t10.0 600 65.4 Me 170.0 680 2 170.0 587 170.0 696 170.0 564 167.0 1072 170.0 66{ 116.8 1032 170,0 72J iJ0.5 1D32 170.0 747 117.{ 1002 170.0 750 97.9 1032 170.0 758 63.9 1032 170.0 756 73.4 1032 170.0 756 LL Q $41. 170.0 787 110.0 562 161.3 007 170.0 691 138.2 907 164.7 730 120A 907 162.5 720 107.6 907 115.0 714 86.0 907 141.1 710 80.6 907 140.0 709 60.1 907 140.0 709 60.6 9D7 140.0 709 m 00 In 1{1.1 735 151A 625 117.6 735 130.3 611 700.0 775 110.0 699 08.2 735 706.2 690 744 .735 99.5 66.1 70.6 735 95.1 576 56.8 735 91.5 574 60.1 735 91.0 574 1{.1 736 91.6 874 F J { 63 h 121.9 886 130.0 670 101.8 086 111.6 657 67,0 .686 96.8 517 76.2 868 90.1 630 67.7 666 63.9 531 60.9 668 79.5 526 50.8 888 75.8 521 4a.5 660 75.6 521 35.1 686 75.6 621 U FA 66 h 108.0 807 1121 522 ee.3 607 88.1 571 75.7 T 85.0 501 66.2 60.7 77.1 186 .58.9 607 71.5 4e6 51.0 007 87.0 161 14.2 601 41.4 476 37.9 807 62.7 471 33.1 607 62.7 471 Z d e 9 b$8 72h et.e 310 60.8 113 86.0 510 73.0 IK 10 M.3 428 51.0 S70 67.8 419 444 510 93.3 413 40.8 ale 50.0 406 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 J Z 76h 89.1 456 72.6 400 67.8 156 81.7 SB2 18.8 56 b4.1 38S 43.4 156 +aA 37e J6.6 458 44.8 373 34.7 458 11.8 388 28.9 IS6 37.7 J82 21.6 ISe J8.0 J69 21.7 156 35.7 ase JQ ? �. 78 h 84.2 435 87.0 381 67.6 475 68.8 377 45.9 135 IBA 708 40.1 435 11.7 360 35.1 435 40.9 355 32.1 435 J6.1 351 26.5 435 34.4 741 22.9 433 32.8 J11 20.1 135 32.2 740 F., Q N O '90h 41.8 327 IJ,1 280 34.0 J27 36.1 285 29.9 J27 31A 260 26.1 327 21.3 275 2J.2 J27 25.7 271 20.9 S27 23.7 266 17A 327 21.0 282 11.9 m 143 268 r Z OD 98k 31.1 267 75A 257 28.7 287 29.9 252 24.6 287 26.0 21e 21.6 287 23.1 241 .19.1 267 20.9 240 17.2 287 19.3 2J7 14A 287 16.9 2J2 1 on•y aO O 105 k 24.2 217 24.7 205 20.2 227 20.8 201 17.3 227 18.0 106 227 140 195 LU to�3 �1 Y III In 22.3 215 22.7 194 t5.6 215 19.1 191 15.9 215 10.6 100in 1201. 17.6 114 17.e 187 L) X a 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d L "' Z i3O N Anchor Ca ecl Table Lbs ` ANCHOR CAP.:,- � � �+� subelrele: 2.A Corende 3.5k Cores. M"CMU Filled CMU P7 Wood MNsI (DP-)X( )=ANCHOR CAP­ Anchor 5110'Eko 111•SS Eko 5116'Eloo 174'$ SINI f/2 SIeN N12 Steel MULLION CAP.,,a,,,,,,, Anclwr type: 3/1C Eko UOrecon2.4" Eko Ullraeon UBrecen y16'Eko UlUacon 114'Eko lMrecon A9greGator Ubecon Aggw(G5)SCrew(G51 Screw((15) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Pattem6 Erlpe Chlence(In): 1' 2-1fY 2-7 -1fC 2 3.1/6 .48' 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(h' 1•vP 7J14' 1.314' 2 1-1/1' 7.114' 1.1N• 1-7IP 1.114' 1.1/1' 7/S 1•Jl6' lades ACTUAL PRESSURE REQUIREMENT FOR THE Z gnclwre®1.75•Mh.O.C.f 9lerderd or glsN Clip(Fg•ty 398 be 7BD bt 4so bs 1a1 bn 270 lbs leo lee 754 roe T+o be 7-1 les eel lea e1 be 442 The 56011. OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE OF THE SELECTED 1 Amtom®1.75 MW O.C.I s.Mard(or O6ee0 Clip ft.2): 480 be 7001be WA WA WA Seo lbs WA WA WA WA 21ba 865 It. 1120 a. ( ) 4 Ano Mrs @ 3'Min.O.C.1(2)2e5 Angie CApa f 1Fl0.3)' 700 die 790 P. 880 ba 15601ba .18981be 540 ft 580105 WA 760 ke 7/01ba 8601a 1892 It* 2 M 6a51m nzo nbe MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors®0.15'Mh.O.C.I ll{2p,h1o.125'Alun.(Fg.U; WA WA NIA WA WA WA WA WA WA wA A .1 71511. CAPACITY WHICH MAY BE USED TO QUALIFY AncFIp(Fk.S): 195 A. 15Au 922 ba 1012. 1771bs Jio lbs 1871M J621bs 100. 2211be 280 be ADDITIONAL ANCHOR OPTIONS FROM THE 2AncMn®1.15'Mh.O.CJ FC11p(Fg.6): 2100. 3509. WA wA WA WA 190 ins WA WAWAA11bs 4421be 540 be ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. rR17i0UCT REVISED es complying with the Florida Building Code (0-021$.�yS Ac«plegoe N91 iQ1 FIGURE 2: Expimlion Date FIGURE 1: TABLE NOTES: 1.000' f-- • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By,• • Mi 1 de Product Co.w SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• �1\ 2)LINEAR INTERPOLATION BETW PFN M JL:LERGTFIS AND/OR(OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • �N\ (LYNAf/9/(��/ice/ 3)MULLION AND MULLIONSCLIPS rZOjN 4E a0T:O tae-:.FOR VA�ACT DIMENSIONS,SEE SHEETS 21-23. 2.750' 71GENSC•'•, • F HOLES TO BE DRILLED IN THEsF1EYD FOkLOWINC•DIME(VSIQNAIWSTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ' No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375• - 01� (?_ FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UWIT(GY4 SHAL40NFO Tp ASTM C-0.WOO SHALL BE PRESSURE-TREATED -•0�.•;�YELLOW SOUTHERN PINE WITH AN SQOF 0.55.I�.UMINUM•S�P1,L 13.75 AND BEA MINIMUM OF.125" �� A THICK.STEEL STUDS•fO BEPA MINIMLW46RADE 63 AND.04F THICK418 JAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375'MULLION LEAST.125"THICK AND A360ALL A NCHOR9 INTO6METPR SHAYL EXT(NDNkT LEAST 3 SCREW THREADS BEYOND '� (CS�-.<ORIO.,. IILL�� • THE MATERIAL.4Q98`#12 Al HORS INTO=JOO11•NAlY BE STEEL,186 S.S.OR 410 S.S. 1111-- ••• • /t!L•YftJA-(vl�4ER.P.E. FL #58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE4A � Mullion Capacity Table IbsAl2 OpeningWidth(forverticallyeParvi mulliorte)orOpening Hslpht(forhoA2ontaByspart'll millions) u 50 In 801n 701n BON 901n 1001n 1201n 1401n I80N hY O Raol4nplu Trep7rdanD. Reclhm901ar 7rep/7derg. ReolMhprter TheprMxg. Racten901s Tre UwV. ReolanWer Trapadana. Rxtanylr Traprrdarg. a w 1 x 2.76 x Raclenguler hapRd•g. Reclen90111r TrepRdanp. ReclenpBar 7'rep7rtlen9, pY u Wadn9 Loadn9 Loadn9 Loading LoadN9 Loading Loedrhp Losdn9 Loadn9 Leedn9 Lo adnO Loading Loadn9 Loading Ladn9 Ladn9 Loading Loading .860 AIUm. L 71 !� 2' Z' y3� aggv D ag v,. ga TjS ubo $u uco Mullion u u$ u 41^ 15` -g� % 3 1,g b^ Ca �. b� N It Val � � o w J lL 421 170.0 820 170.0 435 170.0 744 170.0 478 170.0 ON 170.0 SOB 170.0 982 170.0 S19 170.0 1118 170.0 521 170.0 1240 170.0 521 170A 1468 170.0 521 158.7 1820 170.0 521 178.8 1620 170.0 521 J = 481 170.0 708 170.0 524 170.0 850 170.0 581 170.0 992 170.0 830 170.0 1133 170.0 861 170.0 1275 170.0 877 170.0 1417 170.0 860 141.7 1417 110.0 880 121.5 1117 170.0 680 108.3 1{17 170.0 880 2 %M 0 50.8251 170.0 717 170.0 583 170,0 888 170.0 831 170.0 1018 170.0 884 170.0 1195 170.0 723 1828 1286 I7D.O 747 146.3 1288 170.0 756 121.9 1286 170.0 738 101.5 1280 170.0 758 91.4 1286 170.0 758 UJ O 541 770.0 797 170.0 812 770,0 OSB 170.0 501 170.0 1118 170.0 754 150.7 1130 170.0 BW 113A "110 170.0 837 120.6 1170 170.0 656 700.5 1130 170.0 661 66.1 1170 170.0 BB1 75.3 1110 170.0 001 � � J 601 170.0 885 170.0 701 148.5 815 182.3 701 125.5 815 141.5 7!d 109.8 015 132.7 735 97.8 A15 123.9 726 87.9 915 118.5 720 73.2 915 114.4 716 82.8 015 114.4 715 51.0 815 111.4 715 1n J {{ 831n 157.8 830 181.9 710 128.5 830 178.0 604 108.5 670 121.2 081 94.8 JIM 112.2 670 64.4 670 101.6 882 75.0 830 99.4 656 63.3 630 91.5 849 54.2 530 94.1 849 17.4 830 94.1 840 j (..) TB 881n 132.1 757 140.0 650 110.0 757 118.6 638 81.3 75 105.9 e24 82.6 767 96.1. BU 734 757 60.1 808 08.0 757 64.2 600 53.0 767 79.0 593 47.2 757 78.2 691 41.3 757 782 591 j W c Z 721n 107.7 878 106.6 552 81.8 878 91.0 510 7 60.1 530 63.8 630 72.2 521 56.5 JIM 86,5 514 80.9 616 62.3 500 42.1 838 57.2 500 36.3 639 55.1 497 31.8 BSB 55,2 197 Q 78 N 66.5 571 90.4 IAB 72.1 571 76.6 468 571 67.4 179 51.1571 80.6 471 18.0 571 55.6 484 13.2 571 51.8 450 70.0 571 17.0 151 30.9 571 44.8 447 27.0 671 M.S Q N7B In 80.0 512 0.1.4 474 86.7 542 70,8 485 57.1 512 62.1 458 50.0 512 53.7 119 14.4 512 $1.0 442 40.0 512 17.5 437 33.3 512 12.9 429 28.8 512 40.8 425 23.0 512 10.1 127 ~ 8 Z OG O BO In 52.1 107 57.7 381 43.! !07 15.4 355 37.2 407 39.8 719 12.5 107 35.1 343 28.9 407 32.1 376 20.0 107 20.8 334 21.7 107 28.1 327 18.8 407 2/.I 322 18.3 107 23.0 310- X 80 Min 42.9 SSB M.1 320 35.8 356 37.2 314 30.7 358 32.1 309 28.8 358 28.6 301 23.8 358 26.1 300 21.3 356 21.0 288 17.0 358 21.0 2BB 15.3 358 19.2 281 W 108 M 10.1 283 30.8 255 25.1 283 25.9 251 21.5 283 225 217 16.6 20.1 19.9 2M 18.7 287 18.0 210 16.1 287 18.6 277 a. n Min 27.8 287 26.3 242 23.1 287 23.8 235 19.8 287 20.5 235 17.3 281 18.3 231 15.1 267 18.6 228 U )( Q O O 1201n 22.0 229 22.3 209 18.3 220 18.8 205 15.7 2201 18.2 1 202 - d"^ Z N cc TABLE 46 ANCHOR CAPACITY ADJUSTMENT FORMULA: m Of- An or Cap- Table Ibs ANCHOR CAP.„„,,,,, ANCHOR CAP."„ -3 -7 3ubelrefe: 2.7k Oarwrde 3.Sk conn. Fknow CM u Fred anu Pr Wood 48181 [ACTUAL )X MULLION CAP..,„..... Sl1N'Eleo 174.99 Ek.5118'Elca 114.88 Eko 910 SIeN 912 Steil 612 sled SE THIS FORMULA TO OBTAIN THE'ANCHOR ArWeW Type: 31ITEI000IIrxon 1M'Eko UlUecan 1111�an Y10-Eko UlOecon 1l/'Eko Ullraean A02mralor URraoon AppreGolor Senew(G5)So-(G5) Saaw IGS) APACITY REQUIRE D•CORRESPONDING 70 AN Anchor Clip PaRems Edge gslence Pn): +• 2.112' 3.118• 1" x-17Y + 2-trz• 2' 1tIS 2• 048 051• O S PRESSURE REQUIREMENT FOR THE Em0n) 1-374• i•9!• 1•L4• 1-Y!' T 1-171' +-V I' 1-11. i•1/1' 1.116' +-114 Y 1378' +•�' te11ei PENING,WHEN IT IS LOWER THAN THE MULLION 75Min .C.I SlerMerd a Olbd aro(F1,.1y 380 ka 990IDa 450 WS 918IDaPWA 412168680 rAPACITY FROM THE TABLE OF THE SELECTED 4Arobas @+.15.41.O.C.I SIeMard(!Oftel)Cw IF q.2): 48016. 700 Ba WA WA WA WA Seo lta WA WA WA wA WA e21M 112011,8 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AMW ci 3'Min,O.C./R)2r5 Angle Alps/(Fq.3k Teo Ib Teo 165 660 me 1580IM 1698 to 540 rx 56014 wA 780Iba T/6108 e6016e +eel msat Iba 1120. CAPACITY WHICH MAY BE USED TO QUALIFY 2 Anolnra 0 0.15-Min.O.C./U42ip,Into.125•A4m.(FI9.I): WA WA WA WA WA WA WA WA WA WA WA WA 7151011 ADDITIONAL ANCHOR OPTIONS FROM THE 1 Ancthorl FClip(F1,.5): 795160 1051Dc 22511,11 4451W 82211,5 1358" 1/0Ills 777165 37016a IMIA 3321bs 473168 170165 221IOe - 2�We ANCHOR CAPACITY TABLE 2 Antras 01.15'41.O.Cl Fl21p(Fig.6): 2101ba 350 Ats WA WA WA WA 79011,8 WA WA WA WA WA 3411ba M21b 58011,5 pRODUOT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u complying with d10 Flo" Uuildin60ode %6.q,-"eP.CX3 Acceptance No QpTI FIGURE 1:- FIGURE 2: TABLE NOTES: --I 1.000• BxpinJim Dale / • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi. 11de Pil"I )1 7 2)LINEAR INTERPOLAjIEtfBE NJULCLEegSAVD/(:ROPRJMGWIDTHSISALLOWABLE. ;���t�0•.,,.....,. (( ��% FIGURE 3: 3)MULLION AND MULLION CLIPSr6YlOMIN ARE MpTa•O • FEXACT DIMENSIONS,SEE SHEETS - . 2.750' •�1GEIJSG•'•.F� i SGi�• � 2123 � R•.• HOLES TO BE DRILLED IN•HE FIEISD F•LLWINING DIMEWICNAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 •• 'T ` � FIGURES SHOW SUGC,BE'STED,APAQOXINb+?E HOLD LOORTIONS.0• r / - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 850' :'U••.a� $ l� '7 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED ,- U'•. STAT 1,f �V`' FIGURE 4:- FIGURE 5:- -FIGURE 6: YELLOW SOUTHERN IMNE•hMW AN SC•OF 0.55•M.W')INUM SIOLL BE J063-T5 AND BE A MINIMUM OF.125' T F P ,��:• THICK.STEEL STUDSTO BAA MINIMUM GRADE 38 AND.0411 THICK018 QAUGE).STRUCTURAL STEEL TO BE AT COR70.. 1'X 2.75•X.850'MULLION ` LEAST.125"THICK�n1D A366'LL ACI-AR INTOMETAL SF#ILL t:XTENo4AT LEAST 3 SCREW THREADS BEYOND �irS�s THE MATERIAL.#60&#12 A�CjiO S I O JOOC Y S�2LL,18�S.S.OR 410 S.S. I I l i I 1110\ ••• • • • ••• • A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A MuBton Ca ao Table IbslRr ���' Opening Width(for-ni-iy-spendrg mullions)or Opening Haight(for hod7nrYe9y-spanning md5orts) lid 501n 60 In 701n W In 00In 100 in 120 in t101n 100 in Rzinglle TreIJTdeg, Reelangder 7rep71Neno Reolnpee Trap'T1arg. Realerglla 1tepTdang. Rectngular TtaprIld m. Redargular TreprIldang. Rectngbe T"01werg. Reetan•0er Tnprrdarg. Rtnguler Tmp7dg 1"x 3.126"x Lnadn9 Loadrg Lwdng Loedn9 Loafing Loafing Loafing Loadng Loadng Loadn9 Lw ln9 Loadng L..*v Loadnlg Loafing Loafing Loadnp Leedtg oY u .500"Alum Ti F F •^ P• F ,. s fig .. a 'gF F a..Tube Mull � ag g$ B8IB R �, g �� R gg A $� 'g ��v �^ c3 3� r� ii^ � �^ u c, ci c, o � u�H 1, o �^ 1.S c,� ua" � �^ a� o� o � c3 �^ u g 1 s b � p 6 $� r� $� e � _5I! t 55 L $ $f $ $$ $ p39 1 - cn 0)�� �a11 � 42 in 170.0 820 170.0 435 170.0 744 170.0 470 770.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1302 170.0 521 J LLI 40 M 170.0 708 170.0 524 170.0 050 170.0 584 170.0 882 170.0 830 170.0 1133 170.0 Wt 170.0 1275 170.0 677 170,0 1417 170.0 880 157.7 1577 170.0 650 135.1 1577 170.0 860 118.2 1577 170.0 860 _ W.6251n 170.0 747 170.0 SB3 170.0 888 170.0 8J1 170.0 1046 170.0 884 170,0 1195 170.0 723 k71.4WS 170.0 747 170.0 1491 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 758 108.3 1495 170.0 756 w o Q 541n 170.0 797 170.0 612 170.0 958 170.0 801 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 837 149.5 1401 170.0 656 124.0 1401 170.0 081 105.8 1401 170.0 081 93.4 1401 170.0 681 M 60 in 170.0 885 170.0 701 170.0 1083 170.0 787 158.5 1168 170.0 078 1J3.7 1156 167.0 028 158.5 917 111.0 1158 1497 910 02.$ 1156 144.5 903 79.3 1150 144.5 803 aq. 1158 144.5 003 J 63In 170.0 070 110.0 715 159.8.1049 170.0 850 137.0 1048 155.5 680 110.8 1049 141.7 618 132.0 630 95.9 1010 125.5 028 79.9 1049 119.3 820 65.5 1048 118.9 819 59.9 1049 115.9 619 5 88 h 188.6 955 170.0 780 130.0 055 +51,3 801 1- 055 133.7 788 104.2 955 121.4 775 112.0 765 83.4 955 1084 757 00.5 BSS 99.8 749 59.8 955 96.7 746 52.1 955 08.7 748 Z d .2 J 7244 120.5 BW 134.9 897 107.0 603 111.8 882 91.8 603 101.1 870 80.3 001 91.2 659 53.9 849 81.2 603 70.8 842 53.6 603 72.2 832 45.9 003 69.6 628 40.1 807 09.7 627 � J& Z Y --ii-M 109.2 721 111.1 020 91.0 721 87.0 618 78.0 721 85.1 005 e3.3 721 78.5 595 60.7 721 70.1 SW 51.0 721 85./ 378 /S.5 72+ 59.1 500 39.0 721 56.6 561 34.1 721 56.1 663 Q J F r T81n 101.0 884 1054 599 84.2 884 89.4 SD7 72.2 684 70.4 576 63.1 684 70.4 587 58.1 684 64.4 358 50.5 684 $9.9 551 42.1 W54.154i1 35.1 661 51.3 330 31.6 60/ W.0 534901n 85.6 614 07.9 456 54.8 514 57.3 448 {7.0 514 50.0 440 {1.1 511 Il.6 433 38.6 51! 40.b 427 32.9 51! 37.3 421 27.412 23.6 614 30.4 400 20.0 614 28.0 107 ZM 51.2 152 55.7 104 15.2 132 17,0 308 38.7 452 40.4 390 33.9 152 38.4 354 30.1 452 32.9 378 27.1 452 70.7 373 22.085 10.4 452 24.2 359 10.0 452 22.8 33S 10844 38.1 357 38.4 372 31.7 757 32.7 317 27.2 357 29.4 312 23.8 357 25.2 300 21.1 357 22.7 303 19.0 3S7 20.8 289 15.903 13.6 357 18.2 207 11.0 357 15.0 281 Er LUIll In 35.1 333 35.8 300 29.2 336 30.1 301 25.0 338 26.1 288. 21.9 130 23.1 292 18.5 378 20.8 288 . . 470 12.51201n 27.7 200 28.2 203 23.1 289 23.7 ZSB 10.0 239 20.5 . . 10 0.9 280 11.4 238 8.7 280 10.4 272 U X Q O 0 d-� Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s,0 An6horCe eel Table Ibe ANCHOR CAP.,,"•,,_ t� SuOalnla 2.7kCo fde 3.5k COM. Holowcm.0 FNedCMu PiWOod Mels (OP)X( )=ANCHOR CAP.,,, F 8 916'Elco ta'SS Et 916•EKo of SS f7to 610 Statl M23twi M2 sleet MULLION CAP.,,",,,,.. Anehor Cllp Patterns Anchor Type: YIS•E�co LDImm 1/4'EK0U9retm URlxan SfIv E1coulwan 1/4•EKoumacon ApgeOgor UWKM AggmGala SC M(LY)Sc-w(G5) Strew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgeoistameo 1• 2412' 1• 2-12 3.1/8• r 2-12 +' 2-12 7 3.1/6• 2 0.480 0.51' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmOednmt n 13J' 13'C 1a14• +•3V' r 1-V4' 1-v4' ata• aV1' 1-+a• 1-1110 2 1.3.6' 1.Y0' safes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Antlnls 90 4.76•MIn O.C.I Stared a 012-1 CNP 00 17 3W W 390 bs 450 Rd B90los 1644108 270 bs 280 ns 754 los 7101°° 37!los 661 bt 946 Its 341 los 42 ba 660 Nn OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andras 01.IS'MIR O.C./SIW ra(a omel)CUP(mg,7( 460 bs 700 ba NIA WA N/A NIA leo es NTA wA Na wA wA 68244 eea ba 1+2o ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anth3m 4J 3•MM.O.C./(4 215 ArI9W CMS I(Fig 37 780 9x 700 bs Seo bs 1580 na 1N96 bs 510 bs 580 Nx NIA 760113 718 944 BBD Nn 1892 bs 652 bs 6859E 1129 ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ancrn®0.45'Mm.O.C.IUCNp,m10.12Y Alum.IF44y N/A WA NIA WA NIA NIA WA N/A WA NIA WA WA NIA IV 1013108 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ammon FCNP(Rg 57 1 195 Nn 145 ba ffi Ds u5 DE 322 Nn 135 Da 140 as 177 bs 370144 I 187 OE 332 Me ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArKlgn®1.15'MIrt G.(:./FCa (Fl¢ 240 Ds 3301°6 N/A WA N/A NIA 100 bs NIA WA NIA WA WA 911 DS 442 M8 560 ba ANCHOR CAPACITY TABLE. RODUCE'RBVI38D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. P ns complying wish 91e Flgid4 I-1.000•'-1 Building Cock ( 218.0$ Acmptanm No 6 FIGURE I: FIGURE2: TABLE NOTES: B iretinn Date /fO2( 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dad°Product 11111111/// 2)LINEAR INTERP04118N 13%nEIMLCL L.gIWHS�NCOROAING WIDTHS IS ALLOWABLE. 3.125' `�\O�� •7<< /� FIGURE 3: �1�•r'�LOf3NSC'••FP 3)MULLION AND MULL40N CLIR6CHOWNeAR16NOi TC•SC:LE.FOR EXACT DIMENSIONS•SEE SHEETS 21-23. HOLES TO BE DRILLED IR THE F10LDVOLlOVANGVIMENSIDNAL RDSTRICTIONS SHOWN ON SHEETS 21-23. •'7I[/% FIGURES SHOW SU s& STEC,AIlPR0X4rt0UE HIRL-E L�A-RONE.• - i; //,{�No.56705 ; ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .W0" :"` Q .I7 :•47 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 'O •• U . FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERMPILA:MWFH AN 96 OF 0.16WUMINUM iHALL BFe 6063-TS AND BE A MINIMUM OF.125" �'� '•. Sil+ft- F 1'X 3.125•X.5'MULLION :0 _ THICK.STEEL STU,,•y TO A MININAM GRADL•33 AND 4085"R1101((1bGAUGE).STRUCTURAL STEEL TO BEAT _ (1•VF MULLION)" " ''•-!'LORLO•'•' LEAST.125'THICIs A AL*N(tb INTO MET PL MALL EATEND AT LEAST 3 SCREW THREADS BEYOND ��5. 4 4 4 4..• �`s\\� THE MATERIAL.�10&#12 7 H RS T /WO kIA EdS11tEL,1t6 tS.OR 410 S.S. I II I t•. ••• • • • s•• • A.LMIMILLER,P.E. - FL P.E.#58705 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6A Mullion Capacity Table(IbW) Opening Width(for oel9cally-sperrlrg mtnlons)or Opening Height(for hollzontaitysparril mullions) 601n 701n 50 In 00 In 100In 120 N 140 N 160 N 60 In a Rwlanguler TiepM1&rg. Reotangder TrepRdenp. Rectangd• Trep/Meng. Rectwgdar Trep7Tden9. Rwtanguler TrejarMeng. Reetw9ier TrepRdellµ Rwtenguler Tr1WlTdeng. Reden9der Tnprntang. Rwlenng 'RLoad4n9. oY v 1 x 4 a.126 Lasting loading Loading Loadn9 Laadnp Loedrp Loading Lo6drlp Loading loading Loading Laadxq Loading Loading lading Leading Loading Loading d Alum.Tube S 6•^ '�DD¢§¢_ _ _ _ ag.. yn6 6^ V181, ig4Mullion c3 d�' � � � � �� � � 5 � �i IZ 42 In 170.0 820 170.0 435 170.0 744 170.0 47a 170.0 Me 170.0 508 170.0 982 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 621 127.8 1489 170.0 621 J W 48N 170.0 708 110.0 621 170.0 a50 170.0 504 170.0 on 170.0 WO 170.0 1133 170.0 881 170.0 1275 170.0 577 168.3 1303 170.0 660 130.3 1303 170.0 Soo r14A377 1303 170.0 680 87.7 1358 170.0 880 N SO.W51n 170.0 747 170.0 583 170.0 698 170.0 581 170.0 1016 170.0 581 170.0 1195 170=1 1235 170.0 7!7 140.6 1233 170.0 756 117.1 1236 170.0 706 1235 170.0 768 67.8 7236 770.0 758 W M O .in 170.0 787 170.0 812 170.0 958 770.0 581 170.0 1116 170.0 764 75/.4 1166 170.0 858 137.2 1156 170.0 587 12J.6 1168 170.0 658 102.9 1158 170.0 061 1168. 170.0 8tH 77.2 1168 170.0 061 ? t0 /n 60 In 170.0 985 170.0 701 168.7 1042 170.0 797 142.9 1042 761.1 $2 125.1 1042 148.7 $15 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 7821042 125.1 752 62.3 1042 125.1 702 J Wln 170.0 BSO 170.0 745 131.2 982 163.6 818 129.8 BB2 144.4 798 113.4 892 131.0 782 100.8 892 121.4 760 90.7 992 114.8 758 75.6 982 108.4 745982 100.0 744 58.7 092 706.0 7M 58In 185.1 947 170.0 789 137.5 947 116.0 766 116.1 947 130.3 788 /58.4 947 117.7 752 91.9 947 108.7 738 62.7 947 102.2 727 68.9 947 95.1 713047 94.0 711 51.7 917 91.0 711 W c 22 In 135.9 649 142.7 737 1132 849 121.6 722 97.0 649 106.9 706 84.0 849 96.4 695 75.5 049 88.7 Me 87.9 849 82.7 875 56.8 849 76.3 659849 72.6 852 42.6 849 72.4 581 W a z 9 J N& 78N 115.5 762 120.7 685 BB.J 762 102.6 582 82.5 782 90.0 040 72.2 762 60.9 829 84.2 762 74.2 620 67.8 762'_3j9_6_ 813 48.1 758 62A 602 782 69.9 597 '38.1 7B2 59A 696 Q J � _ 78 in 108.9 77A 111.4 WI 89.0 721 91.6 821 70.3 724 82.9 609 6g.e 724 74A 599 59.4 724 68.1 591 53,1 724 tfW 44.5 724 57.7 573 724 64.3 687 33.4 724 58.5 � Q N O 901n 69.8 543 71.0 163 68.0 543 60.7 474 49.7 543 52.9 486 43.5 543 47.1 450 38.6 543 42.6 452 34.8 SIJ 448 29.0 64J 31.9 138 513 32.7 430 21,7 543 30.7 128 Q Z. o 981n 57.3 476 50.9 427 17.6 478 19.7 419 40.9 476 43.2 412 35.0 47a 38.6 408 31.8 476 04.6 400 26.7 478 SZO 395 2J.9 478 26.1 Jae !70 25.6 360 17.8 470 21.2 376 N O�p;aa- 1081n 40.3 377 41.1 041 33.5 377 34.6 335 28.0 377 30.0 330 25.2 777 28.8 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 18.0 310 377 17.1 304 W X 111 N 37.1 357 37.0 323 30.9 357 31.5 31a 26.6 351 27.6 313 23.2 357 21A 309 20.6 357 22.0 303 16.5 351 20.1 301 16A OST 17.1 291 Y Y 1201n 29.3 308 29.6 279 24.5 306 25.1 274 21.0 388 2L7 270 18.3 308 fel 287 18.3 308 17a 258 U X $ p O a Z mU) (n 104 In 17.0 212 17.2 1B6 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Iba ANCHOR CAP.,,,,,.,,,, �rc� HdIaN CMU Feed CMU PT Wood Metal (DP)X( )=ANCHOR CAP.- Substrate: 2.1k Conerete 3.5k Cone. MULLION CAP.,.,,,,., 5116'Eko 1M'89 Eke 5178'Elea 7/4'SS Elea HO Sled M12 Slael 97291st Anchortype: 3176'Ell-,.UUeeon 1/1'Eko Ulvww Ulvsew 918'Elea Ulvwon 1/4'Eke Uaraem A9gteGater Utrwon AggreGalor 8o (G5)Semi((3S) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorClip ParenteCAI­AG Edge delance(nk +' 2.1/2' r 2-1/r 3-116• r 2.12 r 2-tlr 11 3.116• 2• o.4e• 0.64• oa24• ACTUAL PRESSURE REQUIREMENT FOR TOANT Embadnenl(N): 1.314• ta/4' 1.3/4• 1.94• r 1.114• +-u+' 1.111' 1.111• 1.114' t-11r r tale' taro• vnee ACTUAL PRESSURES LOWER THAN FOR THE 2 Ammo ®4.75'MN•O.C.I9tentlerd or Olbel CMp(Fq.782): 390•1 390 Ib6 450aA 090 rte 16441be 270 lee 28016% 351 Wt 74016° 374158 664 1b. 945 e• 3411Da U21ha 5B0 N6 OPENING,WHEN EN IT IS LOWER THANTHE MULLION 4 Anshan @ 22s MN.O.C./Btane•a(«oa6e0 Cra(Fq.37 700•a 700Ibl 550•t 141011,6 9521bs WA 660 1b. wA 630•e WA NO lbs WA see ma $851be 1120•t CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Awhae®1.15'MN.O.C.!Standard(et Gl•e11 Clip(Fig.4r 0601M 1400 ft WA WA WA WA 7001bs WA WA WA WA WA 1363 ass 1770101 2240 mt MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors 9'Mln O.C.!(2)2115 Anp•Cross/lFb.5): 7801bs 758Ib6 9BO Iba 15B01ee IBBB Na 540 are 5601bs WA 70004 74a lbs B601bs 18B2Ibs 692Iba 5851bs 1120 ap CAPACITY WHICH MAY BE USED TO QUALIFY B AM11on®3'Mln.O.C,l(2)265 AnOk Cfips!(Fq.et 1170 lbs 11701st 102011,% 7J401bs 2041los et0 roe 910 Ise WA 11401bs 1122 bo 1320106 26581ee 10221be 13271bs 16a0 Nf ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anchors Q 0.15-W.O.C./UL'119,NIo.125'Akm.(Fig.7): WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430 Bn ANCHOR CAPACITY TABLE. rRt30U("I REVISED 2 Anshan®2.25'MN.O.CI F134(FW,ak 350 be 350 1b. 290106 705Iba 478 9» WA 28011,6 WA J15•s WA 440 0a WA 311 be N21bs 5581bs as complying with due Flori da .y 4Anotwra 1.75'MN. F13p(Fig.BY. 48011,/ 700 as WA WA WA WA 350 IN WA WA WA N/A WA 582586 W51bs 1120 Ns 1.000' r- Acee rptancc�No��bZ(a•�J NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expirelion Date ZQL( TABLE NOTES: By detthoicl4o�re1/ FIGURE t:. FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: i)SEE SHEET 1 FOR INSTRU�� N SI G E TABLES ANDSHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL#4STAL J M TH�DS• • • • • ` C��.• ••'•• /�( ��i • • •• • • • • `�Q��\�r'�tGENSQ ''•F'P �� 2)LINEAR INTERPOLATION BWTWEEN#MLLaENCTFIC AWp/0*&QQENI%WIDTHS IS ALLOWABLE. • • • • • • • • • • • • 4.000' • • • • • • • MULLION DIP ,FFW GAINS TODRILLED IN THE ELDOLLOI DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - J• FIGURES: FIGURES: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;� _ _ __ • • • • _4)SUBSTRATES:CONCRETE SINAILYCONFORM TO ACY3i1 SPECIFICATION%HOLLOW AND GROUT-FILLED : � STA!I E 1 `\ • • • CONCRETE BLOCK UNIT(CVU)S ALL CONFORM TO ASTM C-90ANOOD SHAIA BE PRESSURE-TREATED YELLOW -- - ..125" _%lC ..,�'U7R10P.•'C9•' - - SOUTHERN PINE WITH ASI G O 55.y.0 SHAtL BE 606.9tT•5�ANC�E A MINIMUM OF.125'THICK.STEEL tsls........• -\Z.; STUDS TO BE A MINIMyM GRAD' AfJ6.1 5' ICK GAEG STRU&UF@4L STEEL TO BEAT LEAST.125'THICK T ��, �n1n�)�n11�- ,,� ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHOR6dN1rO MF•TAL SHALL E END$ EAST SkVEVPT�(READS BEYOND THE MATERIAL.#10 8 1•X 4'X.125' A.LYNN UILL1 ER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. MULLION FL P.E.fl 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 7A Mullion CapacIty Table Ib&Me Opening Width(for vertically-sperm!mullions)or Opaning Height(forhod rtaay-spec" ml0tlons) y' DO In 100 In 1201. 140 in 1001. 1 SO In 60 M 701. 80 In Ix4%.876 11"tangulse Traprrdarlp. Rectangular TraprIldang. Rectangular TmpTdang• Raeln9ufsr TrePlTderg. Reclarq,4m TnprTderg. Reofnpdar Lalang. Reclangula haprrdanp. Reotenpider TreWOisnp. Rxle6.0 TrLoadnit F Lnadirg L..d.g Loafing Loading {$L.Jrq Loading Loading Lovdn$9 Load L.Wingg Lod lording Loading Losdng Loading Loading w.ding Laadng aY O re AJum ba Mullionc7 p � c� 0 t7^ Tiio 3ff ZS g fil'- da drc d ccc ac gc = Fo. 0 W 121. 170.0 820 170.0 435 170.0 714 170.0 478 170.0 886 170.0 606 170.0 992 170.0 519 170.0 1118 170.0 521- 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 170.0 1963 170.0 621 J W 481n 170.0 708 170.0 524 170.0 850 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 800 170.0 1700 170.0 880 110.0 1903 170.0 600 ib1.6 2021 170.0 860 Of U) 60.025 in 170.0 747 170.0 583 170.0 698 170.0 631 170.0 1018 170.0 554 110.0 1193 170.0 723 170,0 1345 170.0 747 170,0 1494 170.0 760 170.0 1793 170.0 766 156.0 1919 170.0 756 176.6 1819 170.0 756 lL 'O O 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 17oo 1594 170.0 066 159.9 1799 170.0 061 137.1 1789 170.0 061 120.0 1799 170.0 061 m Cl) F BOIn 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 STS 170.0 1417 170.0 914 170.0 1.1 170.0 996 153.6 1619 170.0 1033 129.8 1819 170.0 1067 111.0 1619 170.0 1087 97.2 1819 170.0 1087 O J 531. 170.0 930 170.0 745 170.0 1116 170.0 850 770.0 1302 170.0 910 170.0 1458 170.0 1013 168.7 1512 170.0 1076 t11.0 1542 170.0 117! 117.6 1642 180.5 1160 100.7 1642 187.8 1157 80.1 1612 167.9 1157 7 BB In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1784 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1145 128.6 1472 150.5 1130 107.1 1472 147.0 1106 81.6 IIM 148.0 1104 60.7 1q2 1/8.0 1101 721. 170.0 1083 170.0 876 170.0 7275 770.0 1009 150.e 1720 158.2 7701 172.0 1720 119.9 1002 117.7 1320. 137.0 1066 105.6 1320 126.8 1019 '88.0 1320 117.0 1034 75.4 1720 112.6 1017 60.0 1720 112.6 1012 ��I11L11 781. 170.0 1122 770.0 937 1{9.6 1164 159.4 1013 120.2 1104 139.9 994 1122 1161 iM.7 D7B 99.7 118! 716.3 564 BB.B 1184 t07.5 952 71.8 1164 97.3 833 &.1 1181 93.1 927 56.1 1164 927 925 J _ Z a 00 3? 751. 160.1 1121 170.0 987 178.1 112! NT.O 983 118.8 112{ 126.8 917 1038 1fU 715.8 931 92.7 1fU 105.0 978 87.0 11U 96.5 806 69.2 1121 88,0 890 59.3 1124 61.3 BB1 31.0 1124 03.2 076 F = Q o 901. 106.1 841 111.6 750 80.1 814 91.3 738 77.3 841 82.1 7U W.6 841 73.7 712 60.1 611 88.5 102 61.0 814 81.1 893 15.0 611 64.2 870 JD.B 841 50.0 866 73.6 011 47.7 652 Q Z r H ll3 O 961. 88.1 742 91.6 683 71,2 742 77.2 852 Bl.fi 712 87.2 611 55.7 742 59.6 W1 40.6 742 61.1 822 14.6 712 /9.0 814 37.1 712 13.6 800 71.5 712 78.5 690 27.0 742 37.6 561 N � 1081. 62.6 586 63.9 530 52.1 656 53.6 521 41.7 506 48.6 513 39,1 606 41,4 50$ 34.8 566 37.3 490 31.3 See 34.2 492 26.1 566 29.6 181 22.7 568 28.6 472 19.6 588 21.7 166 I* S o titin 57.6 555 58.8 503 46.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 480 32.0 553 34.2 177 z5.e 355 31.7 167 24.0 553 27.1 457 20.6 355 24.3 448 10.0 535 22.4 442 � � N � 1201. 15.6 475 18.1 133 ]0.0 476 79.0 428 32.6 475 33.7 420 U.5 475 29.8 114 26.3 176 28.8 /09 22.6 475 21.5 404 19.0 476 21,1 395 10.3 475 10.7 357 14.3 /75 17.3 701 r.0 X Q O O 1441n 28.4 -I 28.7 305 22.0 370 22.4 301 18.9 330 19.3 297 16.8 330 17.8 283 (L"� Z�O N TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g�z� Anchor Cove ITable be ANCHORCAP.,,e,,,,,, € 8 Su.lmte: 2.7M concrete 3.5k Core. Holme CMU N1dC'1.1U PT Wood Metal (DI?a,)X( )=ANCHOR CAP.,,, MULLION CAP.�....a 5118'Eko 1/4'SS Eke 5/16'Elco 0t0 Siset 0129ted 012 Sled Anchor Cllp Pabema Ancnor ryDr. MIT Eko 111- 1/4•Eko Ulbapee 3,18Eko Ultracon 1M'Eko UIIWm Ap9mar USmcnsame(G5)Screwtos) a"-(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge galeme(int t• 2.12 2-12' 3-7/0' 1' I2-IrZl'/' 2.12• 7* 3.1/B' 0.18' 054 0.321CAPACITY REQUIRED'CORRESPONDING TO AN Embcdnent(M): t�14' 1311' 1-314' 7 7.1/4' 114' 1-1/1' 1-1/4' 1.1/4' 1.U813r0' vadat ACTUAL PRESSURE REQUIREMENT FOR THE 2Arkhon@1.T5'MIn.O.C.I91aMatdorOmetCup(Fq.762): 190 bs 390 be *lbsoo 1644 bs 270 ba I bs 710 ba 3711. 8811. 3111. M21. 580 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhms B 2.25 Mb.O.C./Stand (ar Og1eq qID ffq 3): fwim o roe 952 ba WA A Wo itn WA 0801. BBz1. BB51. t 120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 8AnclpR Q 1-75'Mk.O.C.r Standard(or O8ea1)Cop(Fq.4): 980 bs 14001. WA WA A WA WA WA17831. 17701. 2210an MULLION.IT WIlL YIELD A MINIMUM ANCHOR in.O.C./(2)2s3 A"Cres/(Fig.51: 780 bs 760 ba 1696 ba 5401. IA 780 bs 7181. goo lea692 ba figs 1. t 128 be CAPACITY WHICH MAYBE USED R QUALIFY 6 Anchors @ T Min O.C./(z)2s5 Anglo ales I(Fig.B)' 17701. 1.01. 28449p 810 bs A 11401. 1122 I. 13201. 283a lb410221. 13271Ds 1880 ba ADDITIONAL ANCHOR OPTIONS FROM THE AncMn®0.15'Mn.O.C./U{27p,Into.125'Alum.(Fq.7): WA WA WA WA A WA WA WA WA WA NIA 14301be ANCHOR CAPACITY TABLE. PRODUCT RSVISED 2 AmhM®2.27 Min.O.CJ F4%p gig.8): 3501. 3501. 290 ba 705 bs 476 I. NIA A 3151. WA 1401. WA 371 be N21. 5601. os complying wtih the Florida /A.hm®1.15•Mtn.O.CJ F.plp(Fq.9t 180108 70010s WA WA WA WA 380 t. I WA WA WA WA WA 0821. 6851. 1720 be Building Code O Z�B.O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.062' �--' -� 1.000" f-- Acoeplance at�r0 '21 B pial'�n Date TABLE NOTES: B 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miam Dodo F(Oo&ct FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2-4#OR G[91EQALdNS'JALLA-WON 4TFIQDS.•• l7 1 I I I) 2)LINEAR INTERPOLATION BETWEEN MUPL LE"HS4ANINOR40P8NINi WIDTHS IS ALLOWABLE. �� ,,(1`,.- ., r • • • • • • • • • • 3)MULLION AND MULLION CI�F'S%Hf 1�1ReN(QI TC% E. O CT eIage 0 MENSIONS,SEE 4.000" R\ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIEL FOL OWI D E NAL RESTRICTIONS 4.000" _ NU.50 f 05 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ FIGURES: FIGURE 8: FIGURE 7: 4)SUBSTRATES:CONCRETSHP�L �ONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •'•L/` rD I,� /U • • • • GROUT-FILLED CONCRETE OC�IC IT(CM SHALL ISFORM TO9,STM 0100.WOOD SHALL BE = (STC Or • - -•--- • _ PRESSURE-TREATED YELLOW SO THERN PI$Fi1�ITH P SG OF Op.FRUA�INIJQI SHALL BE- - - 'I..•..OR10i.••.`Q . 6063-T5 AND BEA MINIMUM OF.126'THICK.STEL.STIJpS T04BEA WINIM(�1.1(2ADE 33 AND.045' .375 .375' % ,sj(�l,j/, THICK(18 GAUGE).STRSCTURAL 9r*EL TO BE Ai LEASIT0125-THICK AND,p36.,ALL ANCHORS ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTVb4AT LEAST 3 SCREW%DREAMS BEYONDOME MAIIERIAL#10&#12 1'X 4'X.375' 1'X4'X.375' A.L4NNl MILLt'I�,P.E. ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. '7'-MULLION MULLK)N FL P.E.#58705 • • • • ••• • • • • •• •• • • • •• •• ••• • 0 9 dies 9 0 a rj TABLE BA ® RIR Mullion CapacIty Table Iba/It2 ^� Opening Width(for varticelly-sparring mullons)or Opaning H6191hAt(for hod zonlaly-sperWng mUlions) SO In 80h 701n 80N so in 100In 120In 1401n 160 in 1 26"x Ratenp4v Trep/rden0. Recdenguler T p/T1ang. ReclaWler TnpRdenp. RatenWlr TepRnenp. RedenOuter Tra"enp. Rectangular Trep/7neno. RatmWl+ Taprrdelg. Ratagd. Tnp7Marlp. Reclan0a1. Trep/'fd.0. o: K LoaenO LoaQ 0 LoadMp Laedingqgg0 LoaNlq gLou6ng Loea,t0 Lowing Loeding0 Loedlnp LaeSv,O L-1Z Lowing Loadn9 LoudnO LosenO Lae,g LosAnO oY u Tub MIUIIa 6� 8�" a ` d� a c N v. 3.,86"X - Iqil ,] I �g � IIA- I z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 egg 170.0 506 170.0 1192 170.0 519 170.0 Wit 170.0 521 170.0 1210 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 821 151.6 1769 170.0 521 J W b In 170.0 708 770.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1173 170.0 661 170.0 1275 170.0 677 170.0 1117 170.0 6B0 151.8 1549 170.0 680 132.7 1548 170.0 860 118.1 1648 170.0 880 ] 2 50.626 In 170.0 717 170.0 687 170.0 898 170.0 631 170.0 1018 170.0 664 170.0 1195 170.0 723 170.0 1315 170.0-j47 167.0 1488 170.0 758 1]9.2 1486 170.0 768 119.7 1468 170.0 758 101.1 t16B 170.0 766 � 0 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 751 170.0 1275 170.D 803' 167.1 1370 170.0 837 116.8 1376 170.0 856 122.3 1378 170.0 861 106.8 1378 170.D 881 81.7 /1711 170.0 MI m N O ~ M 601n 170.0 885 170.0 701 170.0 1063 170.0 797 156.9 1156 170.0 578 139.0 1158 187./ 010 123.8 1158 158.8 BIB 111.2 1011 150.0 912 92.7 1158 144.8 905 79.4 1158 1444 Set 89.5 1158 114.8 905 W J 63 In 170.0 B30 170.0 745 180.1 1051 170.0 850 137.2 1051 155.9 562 120.1 1051 142.0 048 108.7 1051 172.3 637 88.1 1051 125.1 830 80.1 1051 119.5 022 66.8 1051 119.1 621 60.0 1031 118.1 621 = to In 187.1 857 170.0 788 139.3 957 151.8 805 119.1 957 134.0 790 1044 957 121.6 777 92.8 057 '112.8 787 87.6 957 106.8 7$9 69.0 857 100.0 750 58.7 957 96.9 719 52.2 957 99.9 718 = � Z 7021n 126.7 B01 135.2 LLI 808 107.7 801 115.2 8141 91.8 604 101.3 871 80.4 804 91.1 680 71.3 801 81.1 650 61.4 801 78.8 &J 63.8 804 72.7 BJ3 16.0 804 BB.O 829 40.2 804 89.8 828 v -- 70 in 109.4 722 1144 530 01.2 772 87.2 61B 78.2 722 86.1 606 BBA 722 78.7 588 60.6 722 70.3 568 51.7 722 05.5 S60 45.6 722 59.5 670 38.1 722 66.7 SBS 34.2 722 60.2 6Bl JQto E 78 In 101.2 885 105.8 800 64.4 065 89.8 W45341.0 577 83.3 885 70.8 553 56.2 685 64.5 560 50.6 665 80.1 553 42.2 655 64.3 543 38.2 685 51./ S17 31.8 BBS 50.7 676 N Q T O 90 In 65.9 515 eB.O 157 51.9 516 S7.S 49147. 417 41.2 515 M.7 134 36.0 515 l0.8 428 37.0 515 77.4 422 27.5 513 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 )( Z N 88 In 54.3 /S] 55.0 404 45.3 453 l7.1 3B1 JJ.B 453 SBA 3B5 70.2 453 33.0 379 27.2 453 30.1 374 22.8 153 26.6 388 194 457 24.3 360 17.0 453 229 358 O ,.O 108 In 38.1 759 39.0 327 71.6 758 72.8 31S 27.8 358 25.2 308 21.2 356 22.7 304 19.1 358 20.8 300 15.9 358 15.0 203 ::=::4AAjW 111 k1 35.1 338 35.8 308 29.370.11 297 22.0 378 232 287 19.5 338 20.9 289 174 338 10,1 285X 1201n 27.8 290 26.3 254 27.223.68 258 17.4 29D 16.2 253 15.4 290 18.4 249 („) N Q (0, 144H 16.1 201 10.3' 188 Q.g^ Zm0 TABLE 8B - ANCHOR CAPACITY ADJUSTMENT FORMULA: i� AnchorCa act Table(lbs) (ANCHOR CAP.,,„,,,,,, Suoauale; 2.71 Corcrtse 15k cmc. xmoe cMu Frledcntu PT WaoO Mae (DP.n)X\ )=ANCHOR CAP.,,. 6716'FJto 11'SS EKo S-0 EK0 1/4'SS Elco #tO Stee 812Sta:1 e12 SIMM MULLION CAP.,,",,,,,, Anchor Clip Patterns A7xlwr Type s'ta Elco lmxm 1/1•EkOuaraton v9,Eiccon 3'16•Elroenratm v1'EkoU9r4con AggeGea untacm A9pneaar Scnw(G6)scnw(0 5) serve(ii5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pstarce Pnj 1• 2-v7 1• 2-17 3118' 1• 2-v7 1• z-v7 7 St R' 7 0.48• 064' 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN EmDSAnenl n 1914• 1.Nd' 13/4' 13'4 7 1.14• 1.14• 1.14• 1.1r 1-tu• 1-v<' z tla• 1.YB• vake ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhm C 4.79 sort O.C./SlendaN or OBsa CDP(P9 1) 3809E 39D 106 450 IDs 8D0 b6 16419E 270 Ws 2809E 354 IDs 740 IM 374 IDs 964 ft &16106 341105 4421. IMI-1w OPENING,WHEN R IS LOWER THAN THE MULLION 4 Anctws®1.15'Mkt O.C./Slamm�l(d Othet)Cy 1710 2j 48""S 700104 N/A WA NIA N/A 3509E N/A WA N/A WA WA 682 an 885 ws CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ant"C YMIn.O.C.t a)Ab Angle CllpS/('18.3j 7B0IDs 780 m6 6801Ds 15M 98 1806 BE 540 lbs Wine N/A 7601tE. 748 Ws BBD OE 1592 RE BB29E. 5859E MULLION.IT WILL YIELD A MINIMUM ANCHOR (Fig 4j NIA WA NIA WA NIA NIAWA NIA WA N/A WA WA NIA WA CAPACITY WHICH MAY BE USED TO QUALIFY 1AncMr/F4:Ip(Flg Sj 195IDs 193 roa TLS 9x 4451Dn 8221Ds1351Ds14010a 177IDS 9701Ds tel AE 3321h6 473 u1 170 DS221 IOe ADDITIONAL ANCHOR OPTIONS FROM THE 2Arors®1.18'MIn O.CJF4:Op(Flg 6j TAD IQs 750106 NIA WA NIA NM 1904a N/A WA N/A WA WA 941 WS 4429E ANCHOR CAPACITY TABLE.I. pxppuCT REVISED orift NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. u comply od with tho 621 Aem 1118 a No��"OZI S.03 FIGURE 1: FIGURE 2: TABLE NOTES: 1�1 250"-^I Bx 4,.WaDave:22�1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ByON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Muo rrouc 1 11 1111,I// 2)LINEAR INTERPOLATION BETWEEN MM.L YEN**TH*AND/Oli OFtNIf�G V7IDTHS IS ALLOWABLE. `\����y(LYNN M�/���i�' FIGURE 3: • • •• • • • • • 3.188" \�r�r.•'�1GFNSF........... ` ANGLE 3)MULLION AND MULLION CIL SHOI;t�A,j j N,t T4 SdALE!PbR EXA*T DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO Br QRILLF4�'1 THE F,F,�D F�,LCW G�IMQJ�S18NAL RESTRICTIONS NO-58705 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SL EST AP O -M HOLE LOCATIONS. 265" 1,' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND : 4/""/�4'Q• GROUT-FILLED CONCRETE LO NR(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: _ _ FIGURE 6: BE PRESSURE-TREATED YE�LUTHEfE VEI•y,�•�AN SG OPr0.55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMU OF. 5-THICK LST DSTOB M�JI 9M RADE 33 AND n CGR10.••'�\_ �������19yy'' 44 1.25"X 3.188'X.265"MULLION % ��t; ... \ . .045'THICK(18 GAUGE)-S/TRUCTYRAL 9TEC#TQBE A LEA�.I &THICI�ANIp 436.ALL ;� C- jj�A (QQ� -114-VF MULLION) ANCHORS INTO METAL98HALL 1109ND AT LEAS*3 SC6W0 THRWS BE N THE MATERIAL. #10&#12 ANCHORS 100*1000 MAY BE STEEL!18-8 VS.OR 410986• • A.1.Y�`1N NIILL2,P.E. FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • • TABLE 9A mullion Capacity Table(roeltt2) Opening Width(for ver69aly-spann1ng mullions)or Opening Height(for horizantely4panning m1110110) a! s 501. 601n TO In 80In to h 1001n 120 N 1401. 760 N 1.25%3.26 Ractanpubr TnpTdanq. RcelentPbr 7rep?Mrq. Reelenpuur Tnprlderq. RxUrgAr Tnp/7Mnq. FW1l 90.1 Tnprrdane Reelerpur Rap/I7fen0. R..wq,ler TnpTTdanp. R.I.ngunr TnPrTdK4 RKbrgider TreWTderq. d Loafing Laadn9 Lledrrg LoedNO W dN9 Lowing Lwdrq Load9q Thh, Lo.dre L-l" LoeONq LeedN9 Ladn9 Loedn9 Loedtq Lo q La9 {Lad'ng'100 to AIum.Mullion Tuba.. � � $ 0 � N z � m 12 1. 170.0 0M 170.0 435 170.0 744 170.0 478 170.0 866 170.0 508 170.D 992 170.0 519 170.0 7116 170.0 521 153.3 1116 170.0 521 127.7 1116 jr344 621 109.5 1118 170.0 521 05.6 1118 170.0 621 J W IB N 170.0 706 170.0 524 170.0 B30 170.0 584 167.8 976 110.0 6J0 118.7 978 170.0 961 130.1 918 170.0 877 711.J 076 770.0 660 97.8 078 BBO 83.6 976 176.0 860 13.3 976 170.0 666 J W 50.825 N 170.0 717 770.0 583 170.0 896 170.0 0]1 750.7 927 170.0 864 1]1.9 927 186.5 708 117.2 827 159.1 699 103.6 827 168.3 698 67.9 027 695 15.1 927 156.3 095 65.9 927 15&3 885 Q' fn 61 in 170.0 787 170.0 812 151.5 B80 170.0 881 132.5 889 157.9 883 715.0 BBB 141.6 669 107.0 889 131.0 860 92.7P441 720.6 651 77.9 B69 832 861 6&9 126.8 032 67.9 689 126.6 662 W O O 80N 11J.2 716 153.8 891 119.1 718 192.] 620 102.J 7M 777.8 BOB 88.5 748 10TH 690 70.8 740 101.0 592 71.6 96.6 507 59.7 746 587 51.2 746 971 56.7 44.6 740 93.9 563 Cn s J ' W N 123.7 677 132.0 579 103A 677 11].2 SW 88.4 677 700.1 635 7co 1.3 877 81.4 519 88.7 877 85.2 578 81.9 61.0 591 61.8 077 629 M.2 877 78.7 529 90.7 677 76.7 529 D- 66N 107.8 617 111.1 570 897 617 97.6 S19 76.9 617 8&3 509 67.3 017 70.3 500 59.B 617 72.6 494 63.6 86.7 469 14.6 617 /63 36./ 817 &1.7 482 J7.8 677 67.7 182 721n 82.9 BIB 87.1 450 89.7 6f6 74.2 UD 59.2 610 85.2 132 51.8 516 66d 125 1B,1 578 64.2 410 47A 60.7 111 34.5 516 408 29.6 610 45.0 /OS 25.9 616 15.0 405 ? _ 76 N 70.5 185 77.7 108 5&7 465 82.6 396 60.9 185 54.9 390 44.1 466 49.4 ]& 39.2 485 45.7 976 75.2 12.2 37l 29./ 485 3BT 25.2 463 38.6 381 22.0 IBS 36.2 783 ? Z 76 1. 65.2 111 08.0 3S7 $4.J N1 57.7 379 48.6 '411 50.8 ]72 40.6 1l1 /5./ SBS 35.2 447 41.6 360 32.6 JB.7 356 21.2 441 349 ri.] 441 33.1 J16 20A 111 327 315 00 N 42.d 772 17.0 205 75.1 332 37.0 289 30.3 332 32.3 284 20.5 332 28.0 2B0 2J6 732 26.1 276 21.2 772 21.+ 272 17.7 972 RBB 15.2 >n 19.8 2OZ n- 0)081. 95.0 29135.9 250 29A 291 30.3 256 25.0 291 20.4 252 21.9 201 29.6 21810.4 291 21.3 211 77.5 297 19.5 241 11.6 2298 12.5 291' 75.8 292 _ •+08 N 24.6 230 25.1 206 20.5 230 21.1 205 17.5 230 18.3 201 15.1 230 18.2 108 ~ to-*Z I O Cn C4 SRO Yr 111* 22.6 218 23.1 107 16.9 278 19.4 191 161 218 16.0 191 14.1 219 11.9 IBB LU Cl) 120N 17.9 181 182 170 11.8 187 16.3 781 X V Ci Q g Zip 5 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA. Anchor Capacity Table(lbs) ANCHOR CAP.,,„,,,,,,` S9DHnle; 2.7k Cargnte 7.11 Conc. Holow CMU FBMd CMU PT Wood M.lel (DP,®)X( )=ANCHOR CAP.,,, 5118'Elw 1l4^SS Elco'J78'Eko 1/P SS Eko 910 Steel 612 Sleel N12 Steel MULLION CAP., ,,,,, Awhorryp: Y7B'Elm UBrecan 114'Eko Ullncon I*-. Yt6'Eko UOncan 111'Elcp UBncw Aggncetor Ull,w. Agent.a 8orew(G5)Spm.(05) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Cllp Patterns Edge DR+enw gq 1• 2.1W 1' 2a/z 3•Ire• +' 2412" r 2•Irr 2^ 3-ve" r o.le• os4• as2t• CAPACITY REQUIRED"CORRESPONDING TO AN Embedr ml(N' 1-Y4' 1-Y4' 1.14' 1a/4' 2" 1.114• 1-114• t-114• 1-111• 1-1/4• 1-1/4' r 13/a• tare• fork. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arotwrs 4.75'M1..O.C./SlanOerd or 011x1 alp(Fig.1): 39016. 3901°. 4501°. 890 tel +814 Ibe 27a ba 200 N. 3541ba 740Ib 374 lbs ew be 9/8Iw 341 IN. 44219. 580Ibs OPENING,W HEN IT IS LOWER THAN THE MULLION R4A re Q IAA Min.O.C./Slandard(or Oftel)Clip(Fig.2) 400 b 700 ba WA WA N/A WA 380 b. WA NIA WA WA WA 0021°. 6851M 1120 es CAPACITY(FROM THE TABLE)OF THE SELECTED Anehora @ 3'M1..O.C./12)2.3 An9b Clip./(q.37 40016. 7B0Itn 8001°` 1580 Wa 18981°. 546 b4 3601°. WA780 b740lb. 900 be 1992 b 882 roe 8851be 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR d.@ 0.51'Min.O.C./U12p,Nlo.700'AMn.IFq.41: WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 950 b. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-alp(Fig.5k 1951°. 195 IN. 22311. 445 ba 6221° 73310. 7401ba 1771M 770 the 1671°. 3J2IOe 413 be 170 the n+Ib6 2801Da ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amh- 1.15MN.O.CI F471p(Rg.O): 240 Ne 350M WA WA WA WA 190 r. WA NIA WA WA WA 741166 4121fn SBO IDt ANCHOR CAPACITY TABLE. pRUDUcr REVISED :u complying wilh Iho Florida Building Code CZlb.O'3f FIGURE 2: 1.2r�. AcP,;",-190 FIGURE 1: TABLE NOTES: P,xpiretion 6510 ZOO • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M Dade hoduO ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Illi 2)LINEARyJT?RPSL•Al�ON$EI:NE6N•tv�1LL:E4TF�S�tb/OR OPENING WIDTHS IS ALLOWABLE. ,`��,�,4.1 1.YNt•!/.1����i�/ FIGURE 3: • • •• • • • • • 3.250' . 4 .•' FNS. ANGLE 3)MULLION AND MUNLDN 6LIPE SNOWN A46"T T016CALE.FOR EXACT DIMENSIONS,SEE S J°- SHEETS 21-23.01tE DRILLED IA THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS V• ••.is CLIP MUST BE USED SHOWN OA 9HEEAW23.FIGCRES SHOWSUdGE&tD,APPROXIMATE HOLE LOCATIONS. Y. No.58705 - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATIONS.HOLLOW AND100" - a• GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL , ="O FIGURE 4: FIGURE 5: FIGURE 6: BE PRESS JREWMLOATED YELLOW SMINHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE :�j••. ti IA Cll" �C/ 606375A DBE MINIMUAO F.100"tHICK.STEEL ETUSS TO BEA MINIMUM GRADE 33 AND .- ,( 'FL7R1UP1•'•1 .045'7 (18 UG .S U STE L T�$E AT��-"^ 725 THICK AND A38.ALL AN INTO �TA�SHLXTET (ITAS73 SCR$W READS BEYOND THE MATERIAL. 1.26"XMULLION iar 1Uf�1%�)•3;`�` § F� 2210 8i+1C 4ANCHORS INTO WOQO MA)�BE STEEI•L8�S. .Q 410 S.S. A.LS'NN:MILLS♦},P.E. FL P.E.k 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE WA Mullion Capacity Table(IbaRP) Opening Wdth(forwiticaly4palning m111iOns)orOpening Haight(for haizoits"panninli mullion) 50 in min 701. BON 90M 100in 120M 14 in ifi01. Y O d 126 x 328 Rscl."U. Tr pMisng. Recl:VAin Tmp/ldang. ReNngulw TnpTdang, Rxlangular Trep?dsrp. Raclsrqular TmpRdang. Rada,gul4r TrspTNrp. Rsctarrguler Tmp74ang. Raclangutu TrL dim9. Ra�Wkg r Rol -Wing v �Iuu LoadMg Lolling lssd'ng Lasd'np Loadip L6sdmg. Leading Loading Lading Load'np Load1.g lnad6,g L0a&ng LoaOnp Loatleq lording Loading Loading oY 43 A.024 ,- T.Hht Sum Tube v At Munlen s € � ee � fi $ g�. :: - . $fi g ;e s p a a€ �dVim �a �Z sg £� =a a € s' g€ FS i ga N ��U �e �a 1e X12 fa fa 2� as 11 U o fa d �a as >f� fa �a o w 42 in 170.0 620 170.0 pS 170.0 714 170.0 478 170.0 060 170.0 SOB 1700 892 770.0 679 170.0 1116 170.0 521 17D.0 1240 1100 621 170.0 1488 110.0 521 170.0 1735 170.0 521 770.0 1983 170.0 521 J UJ 401n 170.0 708a 170.0 521 170.0 050 170.0 561 170.0 992 170.0 670 110.0 _1177 170.0 661 170.0 1218 170.0 677 IIO.D 1417 170.0 680 170.0 1700 170.0 6% 169.7 1979 1700 688 148.6 1979 170.0 180 _ d 8 $0.625 M 170.0 717 170.0 563 170.0 096 170.0 631 170.0 1046 170.0 684 770.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1191 110.0 Thi 770.0 7793 170.0 766 162.6 1077 170.0 760 733.5 1817 170.0 756 54 In 770.0 797 110.0 612 170.0 9S6 170.0 691 170.0 1116 170.0 751 170.0 1275 170.0 807 170.0 1434 170.0 831 170.0 1591 170.0 868 156.1 1769 170.0 061 131.1 1159 170.0 167 177.3 1T6! 170.0 %1 m to Soin170.0 BBS 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 770.0 944 161.1 1611 170.0 9% 115.0 15+1 170.0 1037 120.8 1511 170.0 1067 107.6 +511 1700 1063 90.6 1517 170A 1967 v to J J 67 in 170.0 930 170.0 715 170.0 1116 110.0 050 170.0 1702 170.0 910 158.6 1770 170.0 1015 139.2 1770 170.0 1076 126.7 1310 161.0 1082 104.1 1370 165.9 1072 69.5 1370 155.] 1070 783 7770 155.7 1070 d 66in 170.0 971 170.0 789 170.0 7769 170.0 907 155.6 1210 170.0 1002 1362 1248 1%.6 1D13 VIA 1218 147.1 1000 108.9 1210 139.0 %9 90.8 1218 170.4 978 77.8 1248 121.0 976 68.1 17A8 129A 976 Z fn z° J 72 in 167.8 1049 170.0 B70 139.9 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 060 937 1049 109.7 8/! 87.9 7049 1027 938 60.9 1049 94.3 825 59.9 1049 91.2 820 62A 1049 91.1 920 .2 76 in 142.7 941 149.1 822 118.9 911 INA ODS 101.9 941 111.2 791 897 941 100.0 777 79.7 911 91.} 706 71.4 %1 05.5 751 59.6 941 77.6 7N 61.0 911 74.0 7]T /l6 911 17.7 736 0$ IIZLL 7B in 1320 891 137.8 783 110.0 894 116.9 767 01.3 091 102A 767 62.5 894 91.9 710 13.7 091 67.1 730 66.0 891 78.7 721 65.0 691 70.7 707 47.1 891 67.0 701 41.7 B9/ fi6.1 698 ~ N Q Of O 901n 06.9 611 68.7 596 71.8 671 71.9 585 61A 671 65.3 575 57.7 071 %.2 666 17.1 071 52.9 650 47.0 071 0408 551 35.8 671 43.1 539 30.7 071 39.7 531 26.9 fi71 37.9 626 96 in 70.8 500 72.1 527 59.0 590 61.1 Si0 50.fi 590 53.1 $09 44.7 690 17.6 602 393 $90 43.0 491 35.4 590 39.6 400 29.5 590 71.7 477 25.] 690 71.6 109 2Z.1 590 29.8 404 H X�q Z tb p 708 in 49.7 166 50.1 121 11A 166 128 NI 35.6 466 ]7.7 100 31.1 I6fi ]2.9 102 27.6 166 29.7 396 21.9 466 27.1 391 20.7 166 23.5 383 17.4 461 27.3 315 15.5 461 19.6 310 (11 NP off ' tit In 45.e 111 46.7 400 30.2 441 39.3 393 32.7 441 34.1 307 28.6 441 30.2 382 26A 441 272 376 22.9 441 24.9 372 19.1 111 21.5 363 16.1 ut 1l.3 756 11.7 //1 17.8 751 lJ1 M Y Y 120 in 76.3 370 )6.9 714 70.2 378 ]7.0 379 25.9 370 26.0 731 22.7 370 23.7 329 20.7 378 21.3 725 16.1 376 19.5 321 15.1 378 16.7 314 U.) rq 111 in 21.0 262 21.2 242 17.6 262 17.8 239 15.0 262 15.3 276 Q 1: Q Z O O d �c c TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ � Anchor Copecity Table 8ba) ANCHOR CAP.,,,,,,,,,, -' swltmte 2.7k lbrClNe 35k cont. Ntlbw cmu .. rmocMu PTW000 Melfi (DP;)X( =ANCHORCAP_ 916 Elco Vd'ss Elco 918'Eko t/r SS Elco #10 Ste9 672 steel #12 sten MULLION CAP.,,,,,,•„ AnehorCllp Pattema 9le,Elco Uarsm yr EkoUnmcon Ulm. 3•f6'Elcoueam 1M•EkaUnmcon AggeOat« UBmm AggreGatu screw(G5)scre8(G5) Scrd/gi5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EOge L7518n0e pn3 1• 2.112• 1• 2-112 5118• 1• 2-112' 7• 2-1/r 2 sig z• o.4e• a5r 0.724• CAPACITY REQUIRED"CORRESPONDING 70 AN Emlk•nenl n +014• ta/r 1014' I-YC 2' 1-v4• t-vr 1-iq• 1-Vr 1.1//' +-114' 2 10.'t'e• t�0' rates TUAL PRESSURE REQUIREMENT FOR THE AC z Anerom®4.79•Mlrto.c./SlaMardaoltset cup(Fig t) ago los 390 ks aSOlos Ego lDa 16M pe 270 tm 2m ee 351 ID! 74080 374 a4 666 g6 iMa- sal las lbs 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION d Arcbm 1.15'MIrt O.G/S18n0am(ar Olael)COP(Flg Ti 4m ks 7m IDs N/A WA N/A N/A leo los WA WA N/A WA -WA 662 lbs 085 ad 1120 k8 CAPACITY(FROM THE TABLE)OF THE SELECTED !An[Mm®3•MIn.O.C./1g2e5Ar C11e1. g3j 7B0M 780 Aa 6m ms 1560100 7008106 54006 dw me N/A .760106 748 an am Its 1592 ms --d2 IDS eats ua +720 ee MULLION.IT WILL YIELDAMINIMUM ANCHOR 3 A/CMm®0.51'Mm.O.C./U4:IIp,1.10.100'Alum.(Fig 1j NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA gm 08 CAPACITY WHICH MAY BE USED TO QUALIFY 1Ar 71 FtOptflg4 1960! /95 Aa 7b IDs MS ga 8711ta 135186 110 Aa 171 D! 370106 1B78n 3329. 47301 170eri 221106 2801ta ADDITIONAL ANCHOR OPTIONS FROM THE 2 A77cllDm Q 1.15'Mlrt O.CJ FL g Q 2a0 ex 9501N NIA WA N/A N/A 100 8a NIA WA NIA WA WA 311 An 442 8M li6006 ANCHOR CAPACITY TABLE. PRODUCE REVISED ,11 complying with Ilio Plorida lluildng Co a 2.121,61. ACceptorice FIGURE I: FIGURE 2: TABLE NOTES: t2W imjtpi D81e 7 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dade Pro" 1 1 1 tt 111111!/ •• ••• • • • • • •• 1. 2)LINEAR4MITERPOLA?IONaBEIWE�NAltlLIiENGT1�ANDlOROPENINGWIDTHSISALLOWABLE. ;` 7r,1Y h1/(��n, FIGURE 3: • • •• • • • • • �:�'•'.'tOGIVSF 3)MULLION AIWD MULL N LI S '"�1�'ARO'NOT TOSCALE.FOR EXACT DIMENSIONS,SEE 3. ANGLE SHEETS 2j- .HOLF•SO fILLIA T FLOFQLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23.FIGURES HOW U GE D,APPROXIMATE HOLE LOCATIONS. _ X10'51i70.1 BE USED - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND f. GROUT-FI LEQ, ONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURES: BE IRES�3R 4 FATED LLOW S THERN P Ot f ITH AN SG OF 0.55.ALUMINUM SHALL BE _ 4" ,}U /T` F •• ri -8083-T5AyDBEf MINIMUQ6)6.100rjHICK.S7 ELSTl1D�BEAMINIMUMGRADE33AND - �c'•..IUHt.o!" .045'TFNCK(18(JAUGFO.ANCHORS INTOMETALL SHALLEXTENDI A LEASTURAL STEr&L �3 SCREW W THREADS BIEYOND CK ANDHE MATERIAL. 1.25'X 3.25"X.624' / #10&t*1ANCHSRS INTO WOOD MAS BE STEEL,1818 S.SADR 410 S.S. MULLION A.LfNIVIndILL R,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A ® � Mullion Capacity Table(Iba#t7) Openfng Width(forve111cely-sperinln9 mLRlons)orOpaning Helpht(for hodzorte"penNrg mullions) y�}' So in - 60 in 701. e0 in I "In 100 in 1 1201. 1401. 160 in Ll o Rec UrguNr 7repTrienp. Rectangular Tnp/rnaig. Reclenputer Trep/rderg. Ractanpuler Tnprrd,g. Reclar9d., Tlep/hlanp. Rectangular Trep/rrteng. R.d npuler Tn Prrrirp. Reden04ar Tnprrdang. Rx14npWe Trep/rdenp. r4Sv K 1.26X3-94 Loeeng Lading Loaerg LoW g Loading L99eng Leadrg Loaeng Loaenq lnaeng Eocene Loading Leed1.p Loafing Loed'np Leadig Loed1.p loadllg oY v X,824 Alum.TubeT;- .� §.-. ..Tii; .. -5 $.. 8_ 3 'H .. � .. � §'.. �... '` � .. .9 Mullion s ,E sa� 8 � : € �':i tT1 ''' r'yIt fi � '8 $ Z@ Via' f8d`rc. d`oc' @ fd 3 �d i@ frc 0 1211. 110.0 620 170.0 135 170.0 711 +70.0 178 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 +10.0 1488 110.0 521 170.0 1735 170.0 521 +70.0 1983 170.0 52f J W IB In 110.0 708 170.0 524 170.0 850 170.0 561 170.0 992 170.0 630 170.0 1137 170.0 661 170.0 1275 170-0 677 170.0 7417 170.0 680 170.0 1700 170.0 660 +70-0 1%3 110.0 660 110.0 2267 170.0 680 _ 50.625 in 170.0 747 170.0 563 1100 896 170.0 671 170.0 1046 170.0 681 170.0 1195 170.0 r23 170.0 1315 170.0 747 1TO.0 1191 1100 766 170.0 1197 170-0 756 170.0 2092 110.0 750 170.0 2391 1700 756 0 (n 54 in 170.0 791 170.0 512 170.0 956 170.0 691 170.0 Me 170-0 751 170.0 1276 170.0 DM 170.0 1434 110.0 837 770.0 1594 170.0 B56 170.0 1913 170.0 861 710-0 2231 1700 661 160.2 2403 170.0 161 W M O m 6011. 170.0 685 170.5 701 170.0 106] 170-0 797 170.0 1240 570.0 878 170.0 1417 110.0 944 170.0 1594 170.0 B% 170.0 1771 170-0 1037 170-0 2125 110.0 7063[113 170.0 7067 129.8 2163 170.0 1063 F U J 67 in 170.0 930 170.0 715. 170.0 1116 170A 850 170.0 1302 170.0 940 570.0 1499 170.0 1015 170.0 1673 170.0 1016 170.0 1159 17D.0 1122 156-9 2060 170.0 1169 170.0 1171 117.7 2060 170.0 1171 W 0 6611. 110.0 9T/ 170.0 769 170.0 1169 170.0 903 170.0 1761 1700 1002 170.0 1556 110.0 10% 110.0 1757 170.0 1155 170.0 1948 170.0 1210 1/30 1966 170.0 1276 170.0 1286 107.1 1968 170.0 1288 Z 72 in 170.0 7087 170 D BTB 170.0 1275 170.0 1009 110.0 1/BI 170.0 1+78 110.0 1700 170-0 1220 151.1 1731 170.0 1715 138.1 1774 169.8 1386 115.6 1131 155.9 1361 150./ 1352 86.7 1131 160.2 1352 S i6 in 170.0 1122 170.0 937 170.0 1316 170.0 1080 168.6 15A 170.0 1209 147.4 1556 1652 1285 131.1 1556 151 5 t 1556 +41.3 1261 %.7 1556 128.3 1229 122.7 127! 73.7 1556 121.2 1216J155.9 I11T 169.3 1245121.2 1177 USA 1477 129.5 119190! 1177 116.9 1169 110.8 1158 68.2 1177 109.7 1151 %in +12.0 1110 116.5 986 1161 1110 127.9 966 101.6 1110 107-9 951 98.6 1110 %.3 936 78.9 1110 87.5 +110 BO.I 910 59.2 111D 71.3 891 50.7 1110 55.6 078 NA 1110 62.7 170 Z (O9611. 111.0 975 +20.3 672 97.6 . 17.6 975 08.3 812 73.2 975 78.5 929 65.0 9)S 71.2 975 65.4 807 48.8 975 SIA 789 11.8 975 52.7 776 366 976 19.7 767H.. X Z109 in 82.2 777 01.0 6% 68.5 771 70.7 665 68.7 771 61.3 6T4 SIA 771 54.3 661 157 771 19.0 771 11.9 617 31.7 711 78.9 632 29.1 771 35.0 621 26.7 771 32A 612 O111 in 75.7 730 77.3 661 67.1 730 65.0 650 51.1 66.3 640 41.3 730 49.9 631 42.1 770 150 730F12. 671 31.6 730 75.6 600 27.0 730 31.9 589 23.7 770 295 697 X 12011. 69.9 621 61.0 $69 19.9 621 61.2 560 42.8 6N 41.7 652 77.6 621 39.2 611 333 624 35.3 537 30.0 624 577 25.0 6N N.7 619 21.1 674 N.6 509 18.7 624 72.5 501LO 1N in 71.7 477 35.1 400 20.9 473 29A 7% 21.8 133 25.1 790 21.7 133 22.1 385 19-7 133 20.0 361 71.7 473 376 V N Q O (7 a.$i. z 101) TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: �g R, Anchor CepeGty Table(Iba) ANCHOR CAP. ,,,,,,,` SS -SUDs121c 2.7X Concrete 3.5K Cmc. Hdlaw alU FlUdCMU FTWOW Mdei (DP,,,,)X( 1=ANCHOR CAP.w, 916'E110 1N•SS Eko y1C Eko 1rr SSEICO #10Sled #12Steel #12 Sled MULLIONCAP.,,o,TA Anchor Cip Patterns AncDarlype' 3979 FROU11MOn yr Eko Uerecm 3'16•Elcouilwan 11r Ek0UMcm gor UOrdcm A .:Gator Screw CJS)Sam Strew Unrlcm A04eG W ( � � USE THIS FORMULA TO OBTAIN TH 'AN E Oeterce 1.T 1• 2412' 7• 2-112- »re" +' 2-V2. 1' z•trz r 3.1/0• r 0.48• 0.5r 0.132'r CAPACITY REOUIREWCORRESPONDING TOAN Embemlml n +err lair I-W lair z 1.114• 5-vr 7-1r4• I-vr '-I-' 1-vr r tare' +era' wales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclnn®149 Min G.e.r slmam a otset cDp tFl9 4 360 9+3 sm 91. 450 eb eco me +sum' 2nD an 2ao toe 351 IDs 1401 371 ms Dal me 116 9» 341103 442106 56D p1. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Alttnds 1.15'MIR O.C.ISIeIWeN(a gaeO CAp(Rii 2) 460105 700 bs N/A NIA NIA NIA 360 we N/A WA N/A wA WA BEE 8a5me 1120 as CAPACITY(FROM THE TABLE)OF THE SELECTED IArcMIt®3'Min O.C.,V)2�5Anpk Clgs/Mg.3) 7801. 780M Geo ms +360 m6 lB9etm 51003 5eD 103 N/A 7r>olts 748 a>s BBO me 79927De 662103 8851oe 112010e MULLION.IT WILL YIELD AMINIMUM ANCHOR 4AncID1s 0.51'Mm.O.C./U4;IIp,Mt0.100'Alum.(FIp/j NIA WA NIA WA NIA N/A WA N/A WA N/A WA WA N/A WA 1267 b6 CAPACITY WHICH MAY BE USED TO QUALIFY I Amhx1 FLq(R45) 195 VM 19691. 225 bs 445 ae 121 lbs 7351m too toe 177 ms 3701bs 187103 3321ro 17303 170 bs 1.t W6 2806'- ADDITIDNAL ANCHOR OPTIONS FROM THE 7or3 7.79 MIn.O.0 -w S7 240 a15 3907 NIA WA N/A NTA 180100 N/A WA N/A WA WA 311 ms d421De f60 Re ANCHOR CAPACITY TABLE PRODUCT REVISED 2 Anct m complying with Ibe Flbrl& 1.250" Building Code -021$.0 Acceplance i4o 3 FIGURE 1: FIGURE 2: TABLE NOTES: Cxpire'tm Dafc • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 13y f ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dodo lroI I t 5111111!! 4040 4040• • • • • • 4040 IYidA! 111 2)LINEARONTERPOLA110IIETYVEOI MULL.LE4TH6 AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • 4040 • • • • • ��� 'SC i=NSF-'•''!`'O ANGLE 3)MULLION gyp MULsLLbN jLIj ST)VA AR"T TO%CALE.FOR EXACT DIMENSIONS,SEE 3.94' ���.• 5- / CLIP MUST SHEETS 2} O" O � ILL AIA T j FkD ftt!OWING DIMENSIONAL RESTRICTIONS -.+' No 58705 BE USED SHOWN ON HEETS 21-23.FIGURES HOW U E$$Y� D,APPROXIMATE HOLE LOCATIONS. _ '; =` IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �)40,40 �� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 1 FIGURE 4: FIGURE 5: FIGURE 6: 81 PRES REQ FATED LLOW ERN PINE�V IT AN SG OF 0.55.ALUMINUM SHALL BE '.f+ _ _ - • - 6063-T5 AWD BE�MINIMUfi p;.IO)OIHICK.STEEL TU S BEA MINIMUM GRADE 33 AND _61• ' �;C�C''-../--CUR+D�; ('9 • • .045"THICK(18 QAUGW.STIRUJTURq�STEGL.T &E T gEA T.125'THICK AND A36.ALL %i�S �rC� ANCHORS INTO•AETAL SHALLEXTENDa4T LEAN 3 SCRrxW THREADS BEYOND THE MATERIAL. / ��// �C)NA\-1 15 #10 643*11=HERS INTO WOOD MA`#BE STEED.068 S.S.OR 410 S.S. 1.25'X 3.94"X.624- A.LYNNI MILLER,P.E. MULLION FL P.E.#58705 4040• • • • • 4040• • • • • • 4040• • • • • • • • • • • • • • • 60 •• • • • •• •6 0040 0 0 0 6640 0 0 - TABLE 124 a Mullion Capacity Table IbsMe - • Opening lMdill(for ver5caly-SPW"ellgmllllorls)orOpeningHeight(for holizortte"arringMU110r19) C � Sol- m In 701n m In III 100 In 1201. 140 In 1801. . Rxtenpul eyTdang. ReclenpWr Trep/Tderg. RxlengutY Trep7711an9. fi4ctargdar Trep/Tdang. Reclnp8r Trop7Tnang• Rechnpaer Trap77.enp. Rectn9lrlY TrepnNeng. ReMenplY Tc�pRdYg. R4ala.Q14Y Tnplfdarg. � 2%4 X.2a Loading Loacino Loacin9 Loafing tnadn9 Loading Lacing Loading LOadnp loading Lading taadrg Loadeg LadM Lading LoednD LoadnO Lading pZ Alum.Tube � e a - gtill, N Mulllon i� is jC Ili ie i K i i a: i s ie i K ca io is 7E 121. 170.0 620 170.0 {35 170.0 7M 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 11111 170.0 621 170.0 1210 170.0 621 170.0 1488 17 1 170.0 17J5 170,0 521 170.0 190.1 170.0 321 0 L~L 481. 170.0 708 110.0 524 170.0 850 170.0 381 17LLI 0.0 092 170.0 630 170.0 1131 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 70.0 880 170.0 798] 170.0 660 170.0 2267 170.0 680 j = 30.8251. 170.0 747 170.0 561 170.0 698 170.0 631 170.0 1018 170.0 661 170.0 1193 170.0 723 770.0 +341170.+0717 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 2062 170.0 760 170.0 991 770.0 756 6l h 170.0 797 770.0 S12 170.0 99 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 60.1 170.0 0. m7 170.0 1594 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 861 770.0 2550 170.0 Sol U.1 00 0 So In 170.0 883 170.0 701 170.0 1083 170.0 T% 170.0 1210 170.0 878 170.0 1417 170.0 914 170.0 1594 170.0 908 170.0 1771 170.0 103] 170.0 2125 770.0 1087 170.0 2179 170.0 1087 180.8 2880 170.0 108] th (n 0 m In 170.0 930 110.0 M5 170.0 1178 770.0 830 170.0 1302 170.0 910 170.0 1488 770.0 1015 110.0 7873 170.0 1078 170.0 1859 170.0 119 170.0 2231 170.0 1189 188.7 2557 170.0 1171 143.9 2653 170.0 1171 ee h 170.0 971 170.0 TSB 170.0 1169 170.0 BOJ. 110.0 1361 170.0 1002 170.0 1556 170.0 1068 170.0 1753 170,0 1155 170.0 1918 170.0 1210 170.0 2J38 170.0 1275 151.9 2437 170.0 12W 1324 2437 170.0 1286 . Z to 721. 170.0 106] 170.0 %6 170.0 1275 170.0 1009 770.0 1468 170.0 1126 170.0 1700 170.0 198 770.0 1917 770.0 1715 170.0 2125 170.0 1367 115.6 2161 170.0 1468 121,6 21111 170.0 1629 109.2 2161 170.0 1530 VZ J 78h 170.0 71221170.0 917 170.0 1316 170.0 1080 170.0 1570 170.0 1200 170.0 1791 170.0 1J9 165.1 1980 170.0 1121 148.8 1980 170.0 1505 123.8 1880 161.6 1618 106.1 1960 15/.0 1635 92.8 1080 162.7 15J1 d Z J 70ln 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 11111 170.0 1200 170.0 1812 170.0 1389 162.1 7887 170.0 117{ 1]7.4 1861 187.1 1600 114.5 1861 117.7 1{7J 96.2 1661 170.8 1169 85.9 1861 137,6 1151 Q J 901. 170.0 1J 170.0 1141 149.1 1398 150.0 1218 127.8 1390 136.0 1198 111.8 1398 121.3 11}9 89.1 1396 110.2 1182 69.5 1396 10L6 1117 71.5 1]98 694 119 634 1398 82.7 1105 33.9 1398 78.9 1098 Z Q N 0 Q Z 96 h- 147.4 1229 1.5 1098 19.9 1229 127,8 1079 105.3 1220 111.2 1061 198 90.9 101{ 61,0 1228 66.8 1029 7J.7 1228 B2A 1018 81.4 1229 722 993 627 199 65.0 977 46.1 1220 62.1 067 108 In 103.6 971 105.6 877 66.3 %1 89.0 682 74.0 971 77.2 849 a.7 1 88.1 BJ7 67.5 971 01.6 82b 51.8 971 56.5 SIB 45.1 971 49.0 795 37.0 %1 44.0 782 32.4 971 10.8 771 N N h 808 1111. 95.1 919 97.3 832 79Of .5 919 87,0 819 60.1 919 70.9 BOIL 919 82.9 791 53.0 910 58.7 761 17.7 919 51.8 774 39.7 919 44.6 766 34.1 919 40.2 742 29,5 919 37.1 732 lJJ X Y Y IN In 75.6 788 76.8 710 02.9 7811 Bf.S 705 57.9 786 SS4 695 47.2 788 49.4 1186 41.9 788 M.1 677 77.7 786 10.5 8118 31.5 786 34.9 857 27.0 786 11.0 641 216 786 26.1 871 V rn (n 1441. 13.7 L. N.2 301 78.4 546 77.0 188 31.2 648 71.9 491 27.3 646 28.2 485 21.J SIB 26.J 479 21.6 516 220 471 182 646 19.6 481 16.6 616 77.2 455 17.7 616 16.6 148 Q ZANCHOR CAPACITY ADJUSTMENT FORMULA:TABLE126AnchorCe aN Table ba) ANCHORCAP.,,s,,,a,SOD6Vel2.7k OOrcrde l6kCant. Na60w CMU FaeciCMU PTWooO Mdal (Df?„)X( )cANCHOR CAP.,,, 1c" d� MULLION CAP.•e,f 576'Ecco tM•BS Ek0 5'16•Eko 1r SS Elco Y70 Sle9 N1251ee1 Y12 S1ee1 Anehor Cllp Pattem9 Arc11Y 7ypa 3.19 Elco unraon yr FxoUNacon Uerecon Yt9 Elco uerecrn yr Etouemcon AggflCalY unracm AggreOalor screw(G5)sOr•v(G5) ScrLw(C� USE THIS FORMULA TO OBTAIN THE'ANCHOR EODo pYarca 9n2 t• z-t/2' t• 2.12' stla 1• z-trr 7• z-trz• N374bS &tl9 z oA8' 0.5r D.52r CAPACITY REQUIRED'CORRESPONDING TO AN EmlrcAnenl n Tyr 1yr tyd• 1yr 2' 1-1r t-14' t-tu• 1414 1411 z tale• 1-3w vases ACTUAL PRESSURES LOWERT A FOR THE 2 Antrim®1.79 69rt O.C.1 S1an0•d Y016e1 CYp(FID 167) 980 is 790106 150 en 1644 is 270105 200106 354•s 740100 661 fta e46 ws 341 en 442 ma 5m 106 OPENING;WHEN IT IS LOWER THAN THE MULLION dAmt m®2.68'MI.O.CJstmmd(wofmt)Cap(FID3) MULLIO . FROM THE TABLE OF THE SELECTED 7/01Ds 740 orb Bm IDS 7483 t6 1421<aNIA 5e0 eta N/A 685106em ma WA 6B29rs aD5 to 1120ft ( )6ArcDm®1.71"MhO.G/61YId1N(or Olhel)CepGig 4X 685 is 758 eu 1W6106 Nu WA 706fOs NIA 709108wA WA 109106 1977 e8 t6m as MULLION.IT WILL YIELDAMINIMUM ANCHOR d Arclnn®9'MIA O.C./(�2x5 Aryls C171/(flp.5) 780 to 7 680 t6 1560 to te061bs 560 en N/A 760 mae80 to toot me 6e2 am 685 as *2l CAPACITY WHIGH MAY BE USED TO QUALIFY 6Arc.oq®0'MIn.O.C./a1216Aryk CpsllFlD 6) 1170105 717010] 1020is 23/0 ma 2844 era e40 o6 WA It40 ea 1320 pr.1 283e 1w 1022106 1327 as ADDITIONAL ANCHOR OPTIONS FROM THE SArcton®1.3/'MIn.O.C./UCep,Into.129 Alum(FIg 7) NIA WA NIA WA WA N/A WA N/A WAWA WAANCHOR CAPACITY TABLE.6Amhort 01A4'MIn.O.C./U4:IIp,Into.123 Atom.fq S) NIA WA NIA WA N/A N/A WA NIA WAWA WA NM WA PRODUCing Mth FJ2 2 Anclnn®269 MIrt O.CI FC1p lFlD 9) 37010s 970 Ma 315 Brs 743106 712 D3 N/A 2m eaN/A SIB IM NIA 440 IN WA 911 eu 112 ea mplyirywith LA0 Florid 9Arcrcn®1T1'Mh.O.C.l F47p( .tOk 4q ID/ 673108NIA NIA 931 eA NIA 9901ha NIA WA WA Au-ptww No,r4-0Z)e,04j p G 7 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (7:)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. BBprm17 By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' Mien Dade Po"Cobh • • • • TABLE NOTES: ttt 1111111/// • • • 1)SEE SHEET 1 FOR INSTRUCTIOVO?I U9j4CCTHCTA$LEj ft St=Et25 gdk%FORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4, •• • • • • • ,��` ' ('F:N15r FP • • • • • • •• • • • • ••• • t \\� FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LE%GIWS A NDNR*PE9NN(4rWIDTHSNS ALLOWABLE. •• ••• •• • • • •• 4.000' "i NL,,!43705 • • • • SEE SHEETS 21-23 _- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS, .HOLES TO BE DRILLED IN .260' EA • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _;,O 1,ll• g �'' • LOCATIONS. - -� • ••• • ;•• • • ;C�``• EOF t1J FIGURE 7:_FIGURE 8: F_IGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHAk CONFORM T014CI 301 SIECIFICATIONS9H0lLOW AND GROUT-FILLED CONCRETE BLOCK UNIT, T _n'•.F!pry1Ui,.',(_j`� •• • • (FIGURES LIP (CMU)SHALL CONFORM TO ASTjAt-90.4t/OOD SI1 �E PR SURE-TREATED PFLLeW SOUTHERN PINE WITH AN SG OF 0.55. f7 �,1 '�j �2 2"X4'X.25"MULLIONT MUST BE USED ALUMINUM SHALL BE 6063-T5 D BE A IMUM F, 5"T I .S•rE STUD T�OIIE A MINIMUM GRADE 33 AND.045"THICK(18 'L, / t� [J. • • IN PAIRS. GAUGE).STRUCTURAL STEEDOOE AT+.EEAST.125'TFVCK D 436.AI �Ii(�H F{S 7NT0 METAL SHALL EXTEND AT LEAST 3 SCREW A.LY/I�INIMILLER,P.E. THREADS BEYOND THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. FL P.E.#58705 ••• • • • • ••• • • ••• • • • ••• • • TABLE13A Mullion Capacity Table IbSW Opening Width(for vudiCety-spe7v1rg mullions)or Opening Height(for hod ntafVsp6mGlg mJliOre) w 3k SO In 80 M 701n SO in 00 In 100 in 1201n MO In 100 in Retteng9er 7replTdenp. Rectenpder Trep7Tderq. Reclengl« TrWnleng. R"ngd« Tnip/Tdanil. Rectmgti« Trep/Tderq. Rectugder TreWMeng. Rectengd« JnWniwq. kl�. TrLNdm0. RmtNO W Ttepini rv. cf Loading Loading Loadnp Loading Lmdro Load-c Loading feeding Loading Loading Loadng Loading Loadrq Lowing Lo•dinp LoadMq loading o: 2x8x.26 1.Y � Alum.Tub•Talil r pr aMullionFlif S c g d tR oFalH 3 tS +7 3 3 t3c33- 8555 }fi $ g $� e g fi� � g fi� �� fid $ �' 1.I �n Z � m� i, Ti �a _ 0 Ii 42 b 170.0 egg 170.0 433 170.0 744 170.0 178 170.0 668 170.0 5oB 770.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 1701 521 170.0 1953 170.0 521 J W 4E in 170.01.706 170.0 524 170.0 aso 170.0 581 170.0 0.92 170.0 630 170.0 1133 170.0 60.1 170.0 1275 170.0 0.77 170.0 1117 170.0 eeo 170.0 1700 170.0 0.w 170.0 e6o 170.0 2267 170.1. eeo .625 In 170.0 747 170.0 503 170.0 608 170.0 031 170.0 1018 170.0 684 170.0 1185 170.0 1. 170.0 1345 170.0 717 170.0 1/B/ 170.0 7511 170.0 1703 170.0 750 170.0 2012 170.0 75(7 170.0 2381 170.0 758 A co w CD O 54117 170.0 797 170.0 612 170.0 050 170.0 801 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 t/34 170.0 637 770.0 1581 170.0 650 170.0 1813 170.0 061 170.0 2211 170.0 861 170.0 2550 170.0 001 m M F 60 In 170,0 (165 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 158/ 170.0 900 170.0 1711 170.0 7031 170.0 2125 170.0 1063 170.0 2170 170.0 1063 170.0 283.1 170.0 1063 (O J J W h 170.0 936 170.0 745 170.0 Ilia 170.0 850 170.0 1302 170.0 940 170.0 145a 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2211 170.0 1188 170.0 2603 170.0 1171 170.0 2975 170.0 1171 F 66 M 170.0 974 170.0 769 170.0 1188 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1018 170.0 1210 170.0 23]6 170,0 1275 170.0 2727 170.0 1266 170.0 3117 170.0 1288 Z N g m 72 h 170.0 1083 170.0 670 170.0 1215 170.0 IOOD 170.0 1488 170.0 1126 170.0 1700 170.0 1728 170.0 1011 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1480 170.0 2876 170.0 1528 170.0 3100 170.0 1570 W g 78 M 170.0 1122 170.0 917 170.0 1746 170.0 1060 170.0 1570 170.0 1209 770.0 1794 170.0 1322 170.0 2019 170.0 1121 170.0 2213 170.0 1505 110.0 2092 170.0 1829 170.0 3110 170.0 1694 170.0 7589 170,0 1705 Q EL U a 761. 170.0 1151 170.0 987 170.0 13a1 170.0 1118 170.0 1811 170.0 1250 770.0 7612 170.0 1769 170.0 2072 110.0 1171 170.0 2302 170.0 1561 170.0 2781 170.0 1700 170.0 3227 170.0 1777 170.0 1863 170.0 1788 z J Q O 90117 170.0 7328 170.0 11N 170.0 1584 770.0 1320 170.0 1658 170.0 1486 170,0 2125 170.0 1857 170.0 2181 170.0 1703 770.0 2858 110.0 1918 170.0 7186 170,0 2123 150.0 ]117 170.0 7173 138.5 3417 170.0 2361 C Z N 3 98117 170.0 1417 170.0 1232 170.0 1700 170.0 1194 170.0 1883 170.0 1622 170.0 2207 770.0 1704 170.0 2550 170.0 1852 170.0 2817 170.0 2095 160.0 ]199 770.0 7J]8 137.1 3109 186.6 2170 120.0 7109 150.1 2416 Ln to N o 96[In 170.0 1594 170.0 Hall 170.0 1811 170.0 1817 170.0 2231 170.0 1870 170.0 2550 170.0 2076 161.8 27x1 170.0 2271 146.3 2781 161.8 2333 123.8 2781 140.4 2261 105.0 2781 125.9 2234 92.7 2701 118.0 2100 W X 111117 170.0 1838 170.0 1154 170.0.1966 170.0 1700 170.0 2293 170.0 .1932 170.0 2821 170.0 2149 151.8 2532 162.3 2245 138.8 2832 148.4 2218 111.8 26]2 128.42100 071 28]2 115.1 2128 65.1 2832 106.3 2090 in 1201n 170.0 1771 170.0 1566 110.0 2125 170.0 1659 154.1 2252 158.9 1991 135.7 2252 141.4 198! 120.1 2232 127.2 1838 105.1 2252 11&1 1915 90.1 7252 08.8 1072 77.2 2252 88.9 1636 87.6 2252 611 1608 Fi 114117 125.1 1561 128.0 1445 104.3 1581 106.1 7425 691 1561 81.5 1107 78.2 1581 80.7 1100 88.5 15& 72.1 1371 62.8 1584 85.7 1356 52.1 1561 58.0 1370 44.7 1551 482 4103 SB.1 1361 14.4 12x3 0.a..N Z O TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: 5�+ q0 Anchor Ca ecl Table Lbs ANCHOR CAP. Su.lnte:y _ z.1e Cororde 3.51,Cmc. Hok-CMU FMec CMU PT Wood Metal (DP_)X(MULLION CAP.,,,,,, ANCHOR CAP... 1111'Et, 1M'SS Ell 5118•Eko 1/4'SS Etc* HO Sled 0.12 Steel rig Sled Arwha Type: 3118'Eko Ulpecm 1/1'Eko UIDam LnUww 3118'El..letrocm 1/4'Eko Ullracm AggeGslor Ullreem ADVOGal« Screw(G5)Sonw(G5t Screw(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Anchor Clip Patterns Edge galanu(N): t' 2.12' 1' 072 Y7/6` +' 2.12• 1' 2.17 r a-ve• r I-e• 1.318 0.324• CAPACITY REQUIRED"CORRESPONDING T AN Enlbeamml(ink 1-31!• 1-114' 1-314• 1-314• 2- 7•lw 1.714• t-1/4' t-tl4• 1-114' t-t/4• a tale' tale' 60It ACTUAL PRESSURES LOWER THAN FOR THE 2 Anch«s®4.75'MM.O.C./SIerNW«06tH Clip IFq.1&2): 390 I. 3001. Oso rod 690 roe 1544 ks 270104 280 me 354 k1. 740 u0. 7741. 8511. Nam 1111. u21. 580 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 1 Am.n®/.88'MM.O.C./SIeMxO(«0610.0 Clip(Fq.3): 'WIN leo 1. 900 IN 17801. 32329. 511 M SBO IDs 7061. 1160IN 1481. 12721. 7992 IN 692106 885 IN 1120111. CAPACITY(FROM THE TABLE)OF THE SELECTED B Archon®171•Mk.o.0.lStenaar6(«Obe0 C6P(FV.4) 1180 I. 14001. Colo 1. 25951. wq NIA goo 1. WA toes roe WA NIA WA 13611. mol. 1740 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arwtara A 3'Min.O,C./(2)35Algls CU"I Fig.5): 7801. 780 k0. 660 rod 15601. 18981. 5401. 5501. NIA 760 I. 716Iaa 6901. 18921. 682 ro. eas I. 17201. CAPACITY WHICH MAY BE USED TO QUALIFY 8 Ancnas 3'Min.O.C.I(L)zr5 Angle Cape I(Fk.B1 15901. 15601. 1360 I. 11201. 37021. 10801. 1120 I. WA 15201. 14981. 1760 IN 37811°° t387I. 1770 en 7140 rod ADDITIONAL ANCHOR OPTIONS FROM THE V4A'.h- 2 Arotars Q 1.5'Min.G.C.I(2)2x5 Angle CYpe!(Fig.7)'. 16601. 2700161. 1440 ks 37801. WA NIA 1320 k1. WA 15001° WA WA WA 20151. 2651 kt 3750 M ANCHOR CAPACITY TABLE. PR(9DUCT REVISED 1.718017.O.C.I lttlq,N10.125Aum.( p. ). WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1110 IN m mmplyin6 with dile Pt0ltdarotan®0.64'Min.O.C./U{21D.kto.125'Aelm.(Fig.B7 WA WA WA WA WA WA WA WA WA Wq WA WA WA WA 2801 Pod I�2.000'�I Duildutg Code 2 Anatwn Q 4.89'W.G.CI F CAp(Fla.10): 390 k1. 1901. ISO Ns 8801. 1818 I. 270 I. 2801. 354 I. 7401!1. 3741. 639 I. 918 Ns 341 IDs 4421. 560 k1. Accindi at 3 4 Arch- 1.71•Mk.O.CJ F-CIp(FW.11): 5901. 70D bs .11. 12881. WA N- 1701. WA 5311°1. WA WA WA 8821. 8851. 1120 W .250• hafi Data 4p2� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By By- t todrlcl' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON t t t 1 11 1 j I I • • • • • • • • • • LOAMt..�E t4EJ7%J-4 I9 R�ENEMW INSTALLATION METHODS. �� I C • 2)Ll"R IWA:PO=A+&AEEQ WULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �'���.•''�1(;l=NSC F'� 6.000' • 3) HOLES S T BEUU0DNDRILLED ED IN TH•FIE ARE NOT I SCALE.FOR EXACT DIMENSIONS,SEE SHEETS �=: (.pa.5870`'7 = • • • • • • • HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y 0'.a- Gi 1 Fj rt- ANGLE UU •' L/IJ� • • • • • • • • CLIP • •V rpUBSTROTES:CWJJETE SHAII.CONFRRM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED O.'. (FIGURES • •ONCRET84BLOCK LLAT(CMU)&HAW-CONFQRM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED _ ,(. /7 ORtOP... ��-•' - • • - • • • • 5-7) ^• ♦ELLOW SOUTINERN VINE WITHFN SG(W O.K.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125' MUST BE• ICK,•STLtL frUDS•TO BLOA MINIMUM eRAEE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ' ON 'C n,\- • • • • • • • • PAiR3l •• AT LEAST.•�5"T1V AND A•te, L ICJ &RS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Y X 8'X.25" A.LYNN`FRILL R,P.E. READS BEYOND THE MATERIAC. 10& 2 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A „ + A Mullion Capacity Table IbaRtt Opening Width(for%articaly-spaMrg millions)or Opening Height(for hod2ortaM-sperring mUNons) Joe ��r'� 601n 601n 701. 801n 901n 1001n 1201n 1401n 1601n Y O S;S K Recleroular hap'Tnaro. Reotampil P.1,76aro. Rectangular TrWTA-v. ReciaroUar Tm1Ylnarig. R4olarodar TrasJTnero. ReatvdIno TrLowlirro. Reoadirgar irapTnang. Reclan9Uar Trap'Tnaro. Reaarouler Trap/rnaro. oY 1.28"x 2.11" Loadlro Lading Loaning Loadlro Loadln9 Loadro Loadn9 Loadn9 Loadag Loadro LaatlW Loadnp 1na01ro Loadlnl$$1p Loadro Laedlro Loadlrq lcadro x.126"Alum _ _ L_11111 n 11 H 1 " 11 111� 1177^ � ^ Tube Mull I � R a 1 1 �. g E 'a m LL o 4Z In 1442 528 167.0 428 120.2 526 14&9 419 103.0 526 138.9 414 90.1 528 134.8 411 80.1 628 134.1 411 721 526 134.7 411 60.1 626 131.7 411 51.5 526 134.1 d11 45.1 528 131a 411 J W 48 In 98.8 103 10&0 333 80.6 403 94.7 325 89.0 103 86.4 320 80.4 103 87.4 '317 63.7 403 79.7 315 48.3 403 7&8 314 40.3 403 78.8 311 346 103 76.8 314 30.2 103 78.8 314 J = 60.8251n 823 382 91.0 301 88.8 382 79.3 291 58.6 382 71.9 269 51.5 382 67.2 288 15.7 76'1 8.1.8 284 41.2 382 83.6 263 31.3 362 83.6 263 78.4 362 83.5 Z83 267 362 83.6 263 (n 7 541n 67.6 316 74.1 267 5&5 318 64.2 281 4&5 378 117.7 268 424 310 535 253 37.7 318 50.8 250 33.9 318 49.6 249 Z&3 ate 49.1 219 24.2 318 49.1 246 21.2 318 48.1 240 m M O 60 N 49.5 259 53.1 279 d7.2 266 45.T 2U 35.3 258 4.7 210 30.9 256 37.Z 207 27.6 268 31.9 20d 24.7 258 33.4 203 20.6 258 3Z.2 2117 17.7 258 722 201 76.5 268 32.2 201 F V 10 J J J 83 h 42.7 •234 45.6 200 35.6 234 39.1 195 3115 234 34.7 192 28.7 234 31.8 189 2J.7 274 29.4 188 21.4 231 2&0 784 17.8 231 28.8 183 16.3 234 28.5 183 73.4 234 .'B.5 183 d 681n 37.2 213 39.4 183 31.0 213 33.7 779 28.5 213 29.6 178 23.2 217 27.0 173 20.8 213 25.7 170 16.8 273 237 189 155 213 22.2 167 13.3 213 220 166 11.6 213 71.0 188 z N g �• 72 in 28.6 179 30.1 155 1 23.9 179 2&e 152 20.4 1T8 715 148 17.8 178 20.3 747 15.9 179 18.7 145 �T 78 M 24.3 167 25.4 140 20.3 181 21.8 137 77.4 161 19.0 135 1&2 161 77.0 773 J 2 g U Z Q U 76 In 1 226 752 23.5 137 1 18.8 1 152_L 19.9 1 131 1 16.1 1 152 1 17,5 128 F N 5 Q N O TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehorCepec Table Obs) ANCHOR CAP.,,e,,,,,,, ~• O m� Sl�alrale 2.7k corcRte 3or Cap. - HokN CMU Faed CMU PT Wood Ltae (DP„)X� >=ANCHOR CAP.,,, `MULLION CAP.,,a,,,,, y 5/16•Eko 114'36 Eko 6116'Eko 1/4'33 EkO N7051e1 M2 SIrLl 9123t.1 N Arclkr Type: 91/6•E ko Ullre[al t/r Elco Uera:m Ueracan 3116'Et UtUaCal tl4'Eko mlratat AgryeGala N11ecm A(SeCala Suety(G6)ScreN(GS) st"(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Y Y Anchor Cllp Patterns Edge Dntarca MT r 2.12 r atrr 3-1R• r 2-ffi' +' 2.1I2' r s-va 7 o.da o.64• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN U) Emee0nasl M} to<' ta/r talr 1�1r r 1-1/4' 1-va• a+d• 1-v1• 1-vr 1-ur z 13.6• 1J'C vanes ACTUAL PRESSURE REQUIREMENT FOR THE U 7V Q O O dM[Iga®3'1.9rt O.C./(2)275Arok Caps/(F 1) 7801Ds 780 Its fi8010a 75W ba 78960 tbIM S601os IVA 760106 74886 8801M +892 ke 6821bs B858n 14309e OPENING,WHEN IT IS LOWER THAN THE MULLION Q11_,� Z (0 CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR m� CAPACITY WHICH MAY BE USED TO QUALIFY ° -s ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.288•-y PRWUCT REVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I as complying wish the Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Uvilding AcceCodo �64Ztg n3 FIGURE I ptance L No Bxpi/8tio0 Dale Abel 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. MIT, D. .725" (11111111 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SjIALI•.COSI?(ftMO I j1SjECWIC*TION9.VIOLLOW AND GROUT-FILLED �� (L:f i IN CONCRETE BLOCK UNIT(CMU}SHALL CON$OR d AM 90+dy(u'O D LL BE PRESSURE-TREATED r >U f YELLOW SOUTHERN PINE WITH AN SG Of i55.WLU141N�IM SI'IAri�g� =5 AND BEA MINIMUM OF.125" 1 �\`'•J�EIS SF THICK.STEEL STUDS TO BE A MINIMUM GR KDEP33 AND•D45&THIGK(08 GAUV).STRUCTURAL STEEL TO BE AT 1.28'X 2.11'X.125*MULLION LEAST.125'THICK AND A35.A&*ANCHIJ"NTO NILml-SMALL 1XTOND ATiLFAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) - rc: 4,58705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. u a1 b1v - c1 • • • • • • • • • • S"5/Ohl/\L•"` • •• • •• • • • A.LYNWK41LL��,P.E. ••• • • • ••• • FL P.E.#58705 • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • TABLE 15A Mullion Capacity Table Ib6M° opening Width(for serlics"Parrtx�ions)or opening Height(for horizorttely-Bpamrg mtilion9) rirp SO In 60In 701n BON 901n 100 in 120 N /!O N 160 in n . ReclenguW Trepnileng. Reclrmgder hep/18erp. ReclenPlw haprtAeng. Rectan•isr Tmp77Aang. Rectenpder hep7TAang. Rectengeler Tntgniang. Rectenpuler TrelV7Aenp. Rectenguler hepmAeng. VHI! hrgROeng. oY U. 3.26"30 WedNB Loedn9 Loafing lowing lgedNB L#edng Lndn9 Leading L ad9q Lowing L.&g Loading Lowing L= Gg Laid" Lmdnp Llredrq LL DEO.AL y� r r _ a fin, i38BAYMULL3 .� cp4 � cS „• 'q11i 8 3� 8 8 8 E $ $ s $ a. s - s p 6 � (n °' w a IJIn 42 N 170.0 620 170.0 435 170.0 T44 110.0 478 170.0 068 170.0 We 170.0 B92 170.0 519 170.0 1118 #17 521 170.0 1240W170,01170.0 1488 170.0 621 170.0 1733 170.0 62t 170.0 521 ` _ _ 48 N 170.0 708 170.0 524 170.0 BSD 170.0 6B{ 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 677 170.0 1117 162.2 1522 170.0 080 130.6 1622 170.0 BBO 1142 1522 170.050.B251n 170.0 T{7 170.0 %] 170.0 B% 170.0 851 170.0 1048 170.0 BBI 170.0 11% 170.0 723 170.0 1745 747 101.2 1M3 136.9 1413 170.0 768 11T.J 11lS 170.0 736 1026 1443 170.0 758 O 5!N 170.0 797 170.0 612 170.0 858 170.0 891 170.0 1118 170.0 751 170.0 1275 170.0 803 160.4 135] 170.0 837 144.3 1355 170.0 858 120.3 135] 170.0 BBI 103.1 1353 170.0 8e1 90.2 1357 170.0 061 m N rD J 60N 170.0 683 170.0 701 170.0 1083 170.0 797 107.0 1218 170.0 am 148.1 1218 170.0 9M 129.8 1218 159.8 936 118.8 1218 152.1 924 97A Me 110.1 913 83.5 1218 148.1 813 73.1 1218 148.1 913 W 0 63 N 170.0 930 170.0 745 170.0 1118 170.0 6% 150.2 1150 188.8 833 131.4 1150 153.0 911 110.8 1150 141.9 696 105.1 1150 131.2 685 67.8 1150 128.7 871 76.1 1160 126.21.870 85.7 1160 128.2 870 Z J g io j § Sol 170.0 874 170.0 769 152.4 Ills 105.8 851 170.6 1018 118.6 884 114.3 1018 133.1 550 101.6 1048 123.0 639 WA 1046 116.0 630 76.2 1045 109.1 821 65.3 1018 108.2 ale 57,1 1048 108.2 618 z > Z o M In 110.8 460 117.9 764 117.4 880 128.0 718 100.0 B60 110.6 731 88.0 e80 100.0 722 76.2 600 92.0 712 70.1 640 68.2 703 68.7 ago 78.2 6B3 60.3 880 76.6 888 44.0 780 76.4 886 Q "1 78 N 118.7 780 125.1 690 89.6 780 108.1 878 SS.S 7% 93.1 653 74.5 790 87.9 652 BB.S 790 76.8 617 59.9 7B0 71.7 033 18.9 790 65.1 821 12.6 790 82.1 819 77.1 790 61.6 617 ~ } Q Q 01 O -S 781n 110.8 750 115.5 857 82.3 750 98.1 BN 79.1 750 53.9 872 88.2 750 77.1 821 81.5 750 70.6 812 6S{ 760 85.7 005 48.2 750 59.1 59{ 19.6 750 58.2 6B6 34.6 760 65.5 686 dt��� m Z O 901n 72.1 SBS 74A 500 80.1 567 62.8 IBI 61.5 583 64.7 {B3 45.1 6B3 /8.9 173 10.1 583 41.4 188 18.1 667 10.9 462 30.0 669 38.2 452 25.8 663 33.3 445 22.5 573 31.6 N2 w R O z� 96 N 59.4 4% 81.1 443 49.5 4% 51.5 435 12A 1% N.8 427 37.1 !% 38.9 121 39.0 I% 36.1 113 28.7 4% 31.2 409 2/.7 4% 28.1 100 2L2 195 28.6 104 18.8 4% 25.0 380 o b tOa In 11.7 391 @A ]53 M.8 391 15.9 118 20.6 ]91 31.1 312 28.1 391 27.8 337 73.2 391 21.9 337 20.9 301 22.4 J2e 17.1 3B1 18.7 321 11.8 391 17.6 116 Q 1111n '38.1 370 392 315 32.0 370 33.0 370 27.5 370 28.8 325 21.0 370 25.1 320 21.! ]70 22.8 318 19.2 770 20.8 112 18.0 370 18.1 70S Q 2 3 /20In 30.4 317 30.8 2B9 25.1 117 28.0 284 21.7 ]17 72.5 260 19.0 317 19.9 278 15.9 317 17.9 273 ,£. ZmN0 nOANCHOR CAPACITY ADJUSTMENT FORMULA: m� TABLE 15B Anchor Ca ael Tabk be ANCHOR CAP.,,„,,,,,,, Ronow CMu Filed CMU PT Nbod Maw (DP)X( ANCHOR CAP.,,, Sghelmle: 2.1k Cororele v2' MULLION CAP.,,,,,,,„„ "All 114'jb ko SI18'Eko 1/{'SS Eko 910 Sleel 912 eted M12 steelncMr type: 3/18'Eko UI0ee0n 111'Eko UtMon 1118'Eko UlOeeoon A9w j"m Ag9ra(9elor 6aew(05)3orew(G5) ew"(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patteme CAPACITY REQUIRED-CORRESPONDING TO AN Edge Dletance(N). 1' 12' t' 2-12' 1• 2'1!11/1' 1'V8' - 2' 0.18' 0.51' 0.3TA' ACTUAL PRESSURE REQUIREMENT FOR THE Embednwl(n): I414' 171!4' 14/1' 7.3/4' t 4r to 14• 1.44• Y 1416' 1.3/4' 'u OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Arwhpra 5'Mln.O.C.I(2)295 An9k Clips/(Fq.1): 390IW 3%Ilx eso 9,s 698 n,a 17001w Eo lee 2W l0 roe 17201es 918 na SIt w' 417 ta" CAPACITY FROM THE TABLE OF THE SELECTED 4 Arwnae Q 15'Mln.G.C.12)2x5 Arple Cape/(Fq.27 7801. leo w9 790 I0s 3e7o 1ne 252s Ing 510 au Seo 10 1a 7ago log 1ea2 roa see Ina BBs IM 11zo roe MULLION.T WILL YIELD A MINIMUM ANCHOR g Anotwre®2.71'Mln.O.C./(2)2x5 Angle Caps I g.37 11201bs 17201ba 958 Ibs 2245 Me 2254109 WA 810I91ne 77201W WA 1022•e 1127 tDa1680 b CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as camplying wish the Flo" FIGURE I: Dullding Cade' oL18,0 TABLE NOTES: Acaplwoc No 6' 3 Di7elDale ?v2I • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By MDai Dude Produpl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 1111 I I I I)/ •• ••• • • • • • FIGURE 2: BE SHEETS 21-23.•• .125' \`��\)�\i L 1 h114 3)MULLION AND MULLIONVjj CLIPS SHOWN ARE N:T TO SCAL F �`5 ftAC?DIMES NMON%. - HOLES TO BE DRILLED IN THE FIELD FOLLOWING SIMENSW -j8:RjC:IO 5 SAit OA SHEETS 21.23. �• .•'�10F.1•,S/ ) • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE I9DCATIONS.• • • • • • • _ ''r •• ••• •• • • • • 3.250' 1:0.:18705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GS20UT•FILLEDre FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125 J ,x f-f` _ THICK.STEEL STUDS TO BEA MINIMUM GRADEa03 AND BP45'THJGK(18 G�u_V.STRUCIU,,RIAL STTEeEL TO BEAT 30'BAY -j) lA:F OF - J LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL f�TEND A-W.EAST 3 "`i'Ty"iDS BEYOND _ MULLION - \� THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAMBE STEELPIA-OS.S.OR 410 S.So • • x.`. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ••• • • • 000 • A.L`f MIL'126,P.E. FL P.E.#56705 Is • •• •• • • • •• •• TABLE 16A Mullion Capacity Table bs#t2 Opening Width(for v8r1Jca$/-5Psr'nIn9 m4lons)or Opening He lit(for hodwrtaly-spanntrg rnuT*m) SO In 701n 501n 901n 1001n 120 in, 140 in Idoin ><+ o Ractenpulr hep'lYlenp. Rec1 relJRectangular Tra"arp. Rmtenglar Tretyrdanp. Recfanpulr Trep?derp. Rectangular Trapldanp. Reetenpulr TnpTdrp. Redenplr Tm."anp. RectrlPBr Trep,�Merp, a 4! 1-ouledg aprmLodL.ad L.Z.ednLoedn9 Loadnp Laadrlp Loadng Loading Loadn9 Loadn9 Loadnp Lmdng Inadrp Loading Loadn9 Loadnp Lowing gY f Eel O.A " L n^ �' 'ga F' a 04 1. 1 0 0 W 1 1 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 ONJ7. 170.0 9B2 170.0 519 170.0 1116 170.0 521 170.0 12IO 170.0 521 170.0 1488 Vito 521 170.0 1735 170.0 521 160.3 1871 170.0 521 J W 1801 170.0 7011 170.0 524 170.0 850 170.0 SG 170,0 9D2 110.0 1137 170.0 861 170.0 1275 170.0 W7 170.0 4417 170.0 11110 16;1.7 1837 170.0 650 110,3 1637 170.0 680 122.E 1637 170.0 6110 2 (L 8 Q) 50.11251, 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1018 170.0 1195 170.0 723 170.0 1745 170.0 747 170.0 1484 170.0 7511 147.1 1552 170.0 7511 128,1 1552 170.0 758 110.{ 1552 170.0 758 51 In 170.0 797 170.0 E12 170.0 950 170.0 891 170.0 1118 170.0 1275 170.0 903 170.0 1171 170.0 877 155.2 1155 170.(1 1156 129.9 1155 170.0 Bel 110.8 1155 170.0 1161 87.0 1455 170.0 801 m m O 80 h 170.0 885 170.0 701 PC". 170.0 787 170.0 1210 170.0 078 157.1 1709 170.0 814 ISB.7 1708 170.0 086 125.7 1708 153.5 BBI 101.8 13D9 157.1 982 �.8 1309 167.1 982 78.8 1308 157.1 882 co as h 170,0 930 170,0 745 70.0 650 162.9 1217 170.0 940 142.5 1247 164.5 887 128.7 1247 152.8 965 11/.0 1217 144,3 852 95.0 120. 176.2 936 61.1 12/7 115.7 OSS 71.1 1217 135.7 975 W 68 170,0 971 170.0 769 170.0 80.1 118.4 1190 187.7 065 129.9 1100 147.9 915 115.{ 1190 1755 826 103.8 1190 126.1 914 86A 1180 119.5 69D 71.2 1190 115.1 6W 84.9 1190 118.1 80.1 72 in 161.6 010 169.8 577 134.7 1010 144.6 858 115.4 1010 127.2 812 101.0 1010 114.7 eta 80.11 1010 105.E 817 60.6 1010 911.8 807 67.9 1010 BO.D 785 57.7 1010 117.E 700 50.5 1010 117.7 788 Z J 7 TO In 137.4 909 143.8 792 114.5 9011 1 22.0 ITS 00.1 998 107.1 781 85.8 008 ee.2 749 751 eGB 86.2 738 88.7 806 62.9 728 67.3 DoE 71.7 7111 48.1 9511 71.2 710 42.0 BOB 70.8 705 Q 78 In 127.1 act 172.5 754 103.8 661 112.5 776 BO.D 581 08.8 775 78.4 eEl 86.5 713 70.8 881 ef.0 703 87.8 881 75.1 094 SJ.O 1181 118.1 681 15.4 Blit 61.5 675 79.7 881 87.7 872 Z Q Q 0 _ 90 in 62.7 648 55.4 574 68.9 &8 721 Stip 58.1 6/8 629 SSl 51.7 M8 5a.1 515 48.0 818 SO.D 577 41.1 618 47.0 530 31.5 641) 01.5 510 29.5 616 Sa.2 511 25.8 818 98.6 507 F W§Z O A6M U.2 5811 751 505 58.8 WS 59.1 199 48.7 5116 51.4 491 42.6 586 15,8 187 17.0 5118 41.4 478 34.1 Sae 711.1 470 .28.1 568 37.1 159 2A.7 SeE 30.5 452 21.7 55E 28.7 447 447 w 1061, 47.8 449 45.8 405 59.0 449 41.2 398 31.2 IIB 75.7 387 29.9 449 31.7 387 258 1<9 28.8 3112 23.9 449 28.1 377 20.0 449 22.7 365 17.1 UB 20.4 361 15.0 449 ta.0 356 111 k 44.1 425 45.0 985 38.8 425 77.9 370 31.5 425 72.8 379 27A @5 28.1 387 24.6 125 28.2 JE2 ?2.1 {2b 24.0 358 16.4 425 20.7 350 15.6 125 18.0 343 O N fn F 1201, 34.0 381 55.5 731 28.1 361 29.11 326 24.9 9(14 25.6 321 21.6 701 22.6 317 18.4 364 20.5 313 17.5 364 157 300 U Q Q Q to 1441, 20.2 253 20.4 233 16.8 253 1],1 230 Z ANCHOR CAPACITY ADJUSTMENT FORMULA: � � TABLE 168 E Anchor Ce a Itv Table lbs ANCHOR CAP.,,,,,,,,,, Sueslrele: 2.7k Concrete 3.5k Caw. Ho1awCMU Filed CMU PT Wood Metal (DP_)X( >=ANCHOR CAP.",,, 511 Eko 1/4'SS Eko 5118'EIC0 1/4'83 Eka 410 81.01 91281W N12 Sled MULLION Antlwr Type: 3/16'Eko lAVecon 114'Ek Uroewn �� 9178'Eko Ultrecon� 1/4•Eko llllrecm AppreGeta tBlrecon AppeOeia Screw(05)Sarew(G5) Suaw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN Edge Cistaue(k): r z-1/r r a itle• 1• z-17r r 2.178 r �111' 2 o.1a• 0.51• oaz4• ACTUAL PRESSURE REQUIREMENT FOR THE EmecMment(h) 1.311' 1-311' 1-FI' P r 1-1/4' 1-114 1-+/1' 7-441 1-1M' 1''1!8' 1-ve• `°^81 OPENING,WHEN IT IS LOWER THAN THE MULLION 2 AncMre p!5'Mln.O.C.I(2)2x5 Anel.Caps/(Fq.1): 390 rob 380ID6 150 Ee 17001b6 2701116 2601b6 7541W 74011111 774 lbsMe 7 741 Aa 1/21b 5601811T WILL YIELD A MINIM M ANCHOR 1Arotwra®3.5'Min O.C.!l2)215 Anpb Ckpc I(Fq.2k 7801b6760540 8a S801m WA 1120 roe 74810a S 682 0n Sal Me 1120 roe CAPACITY(FROM THE TABLE)OF THE SELECTED s gnc,aa 271•Mln O.C.I(2)2r5 ArpkL9De/(Fq.3t 1120 les 1120 156 22511ba wA 64D les wq10581511wA 1tozz roe 1727 k6 teeo IG CAPACITYIWHICH MAY E USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCr REVISED ' m complying wilh pie Floridr FIGURE 1: TABLE NOTES: 1luildingCoda 1(0"o218.O Acceplanlb 019 .3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex intim Data 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dy 2) Miem' LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �mdun FIGURE 2: •• ••• • • • • • •• �+ // 3)MULLION AND MULLION CLIPS SHOWN ARE N(Ir TO SCALE!F(M E)@kCTSDIMENMNO,SEE SHEETS 21-23. `����`�( \YNN ilq/��`I' / e • • e HOLES TO BE DRILLED IN THE FIELD FOLLOWIN MENSIIQ L RRESIRIC140%SHOWN OI•SHEETS 21-23. .125'Q1BAY FIGURES SHOW SUGGESTED,APPROXIMATE HOLEIQCATIOI S. : 00• •• ``\��..•'�1GCNS,c 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLEW PND%AOUT•FILLED _ No.5i!�(I- -_ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125' (.� [t• • • • • THICK.STEEL STUDS TO BEA MINIMUM GRADE,3,V4 45"THI K(18 GAUGE).STRUCTURAL STEEL TO BEAT -_f1 $ - LEAST.125"THICK AND A36.ALL ANCHORS INTCbMET/�SHALL E TEND/R LEAST 3 S�RE T SRW:S BEYOND V_ OF r.. -THE MATERIAL.#10 8#12 ANCHORS INTO WOON MAYIRE STEEL,dW.S.(�y 410 S.S.•^ - �/.��'•.,%=1.f);i1.9,• �('9 ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 0•• 0• 4, 0• 000 ••• r (�M, E. A.LYNN 1 FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• H1.000'-I f-1.250''1 �K' + YJ 1.000" r � x � I--1.288' &yj o --1 1.000- r- "� 1.000" �--' .125" 125' . . 125" 'Y U 2.750" 2.750' .125' 3.125' 3'168' .125' .125" .125' 2.116' N 2.000' .265" N m W 2.000" .125' Z � 850' .500' L 125- IL 375' S. 0 W r -� r 9DD' r LU 1'X 2'X.125'MULLION 1'X 2'X.375-MULLION 1"X 2.75'X.375'MULLION 1'X 2.75'X.850'MULLION V X 3.125'X.5"MULLION 1.25"X 3.188"X.285'MULLION 1.26'X2.11"X.125'MULLION Q 6063-TB ALUM. 8063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8083.76 ALUM. 8063.76 ALUM. 808SECALUM. O X-SECTION X•SECTION X•SECTION X-SECTION X-SECTION X•SECTION X-SECTION ? Z M F- 0 J I-.125" }-{x.125' --1 I-.125" N TABLE A Z W I 22 X5 ANGLE CLIP Dlmenelon Value(in)' For Mullion: STANDARDCLIP Z 8083-76 ALUM. I 8 X-SE ALUM. 2.000' X-SECTION 2'125" 20 . X-SECTION A 1.825 0. u•CLIP ILo 1'X2'X.125' a `- I 16083-TB ALUM. .125" B 2' Aluminum Z V Q OI O ,125- X-SECTION C 0.895 O N Tube Mullion Q Z Z co c T D 0.740 CO Z o e 125" 4 A 1.125 1'X 2'X.375' w 740" 8 2.404 Aluminum VY) fYiJ 5.500"� C 0.635 Tuba Mullion C) Q O O CUT HERETO .375' 5.000' -'1 .375" 3. CREATE F-CLIP,BEE MIN. I .375'MIN. If D 0.490 a� Z •� o MIN. DETAIL F,SHEET 4 J_ A 1.875 �_$ �� .338*MIN. _ __ _ __ _ __ _ ____, B 3.000 1'X2.75"'X r-------� r--- U'CLIP A I------- A A I 8063-T6 ALUM. `- ------------------- 2X5 ANGLE CLIP C 0.757 376 Aluminum TOPVIEW 6083.76 ALUM. D 1.118 Tube Mullion TOPVIEW �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 8063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1"X 2.76'X CENTER OF ANCHOR HOLE MUST LIE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER*1/18. B 3.000 .850" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED c 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER-1/16'. SHEETS D.C.FOR THE TABLE B D 0.836 ANCHOR O. A 2,000 D15TANCE,MAXIMUM PGT PaA# 1'X3.125'X ^A�ODUCT RHVlSBD ANCHOR HOLE FMUII DImenelOn(.hoot#) B 2.637 a�m.plyin`.ith Oe Florda 5.500' •375' DIAMETER ANCHOR Mullion Std.Clip OReat Clip U Clip Angle Clip C 0.863 �MuIll Acceptau Building-No Ito-ozla•o3 .375' MIN. DIAMETER*1116". 1"X2"X.125'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 pirei Dale /jp21 MIN. 1"X2'X.375"(8) 886006 868114M 6861119M 688244M 668512M A 2.625 Dy _____1 1.25"X3.188' Mien Dadal' i 1"X2.75"X.375" 66607 q6W1 6661120M 688245M 668513M X.265'Alum 121M 866246M N14 C 0'862 Tube Mull I t V X2.76"X.650"(� D 1.762 B 1"X3.1259X.500•(Y/ 61i837►A 1114M 668242M --- --- D 1.28'X2.11' 1.25"X3.18Y'X.219 N2) 1 6gM113M 666241M q 1.813 .121"AlumTube Mull58---- 1.28 X2.11"X.125"(16) 69370 NIA WA .•"l' i UK - OFFSET CLIP NOTES: N - \J C 6083.76 ALUM. • ••• • ••• • • `,� (. •125" I TOPVIEW i)HOLES TO BE DRILLED IN THE FIELD FTjLLOWIN4jVNSIC0AL RESTRICTI NIGI EN ON THIS SHEET. _ sip, - ' .740-1.4-I r8 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE:OLE IQ^•ATISNS�,ANGF0R 4.C.DISTANCE. �i� ••• • • • ••• • A.LYNNIty�I��GIY;�.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • -•j 1.060• 1.000' I-- 1.062--1 740" "Ia .063' .385" 4 4i A - .125" --1l-•125' #� .062" ` c .438' I A"J' 4.000" 125STANDARDCLIP4.000" 4.000' 2.625" 2.000" 6083.78 ALUM. 2.125" 2.000' 2X5 ANGLE CLIP U-CLIPTilALU125" IX•SECTION 6063-TO X-SECT ON .125' 8083-T8 ALUM. N X-SECTION IS m F .125" .125' ZN .031"1 (..- 1 125"' 0 LLj T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W ,125 J DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE : _ .375' '1�" .375' ANCHOR O.C.DISTANCE.MAXIMUMANCHOR -2 m xM U) -T HOLE DIAMETER:ANCHOR DIAMETER 1116'. - m 1'X 4'X.125• V X 4'X.375" V X 4•X.375' I 5.500' 5.000' 7 Z M (n MULLION MULLION 'T'-MULLION CUT HERE TO 375• 375' 1.- 0 t0 J 6083.76 ALUM. 8063-T6 ALUM. 6063-T6 ALUM. 375• 3.125 ----'j CREATE F-CLIP,SEE -�MINrA J X-SECTION X-SECTION %-SECTION MIN. j DETAIL F.SHEET Z W 375" 1.250" I ______ CENTEROF r _-------------- .375' I 1 I I ANCHOR HOLE j I MIN. (L Z 1.250' 1.250'--{ I I I I I MUST LIE WITHIN I I J d I I I I I THE DASHED I Q J t I I I BOUNDARY.SEE j I Z U a 0 2.875' 1 -- I I --- I F I_ SHEETS 5-20 FOR I _______ Q O Z N t 1 I THE ANCHOR O.C. F i N Q q0 I F I DISTANCE. 8 3.94' I 1 t MAXIMUM I Z" 3.250' 3.250' I I I ANCHOR HOLE I � O `L Y I DIAMETER: 0 I I ANCHOR _____________________ 0 .100' .100" .100' L DIAMETER 1/16". J� Q to Q Zm0 U) _ 2X5 ANGLE CLIP L U-CLIP 0pEM• .100• �" STANDARDCLIP 7OVIW; -TCENTER OF ANCHOR HOLE MUST LIE 6083.76 ALUM. 8083.78 ALUM. �5 in d �{ .820" I+- I �-I .820" I-- ---1 .820" tt- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25'X.100' 1.25'X 3.25'X.824' 1.25"X 3.94'X.824" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dlmenslon Value(in) For Mullion: DIAMETER:ANCHOR DIAMETER-1116'. 8005-T5 ALUM. 6005-T5 ALUM. 6005-TS ALUM. _ 7 X4' 1. 1.25"X3.25' X-SECTION X.SECTION X-SECTION 0 1.000 .125' G 0.500 X.624' H 2.680 Aluminum H 1.436 Aluminum �I ---- 3.469" 5.500" I 3.000 Ttbe Mullion 1 3.250 Tube Mullion 2.661' `I .125• .375" .375' F 3.187 1'X4'X F 2.825 1.25'X 3.94' 1.377, .125' 1.877" MIN. G 0.757 .375' O 1.125 X.624' H 2430 Aluminum H 1.500 Aluminum �^r"EUCT REVISf;D 1 3.000 Tube 8'r 1 3.250 Tube Mullion as complyingwith the Florida I I I I I I EG 2250 1.25'X3.25' F 2.813 30'Ba Mull 6nildutg Code 0.750 X.100 45•Be Mull Accepl.No.125• 1.500 AhanilXxn pDate .125' 45° 2.250" 1 I 3.250 Tobe Mullion 30° i I i H i Mi de Product TABLE D 3.250745'BAY MULLION 3.250' r 1 {_ __•_!�• • • ••• Mull Dimension POT Part \\\\ LYNN ,N/177j7ji 30'BAYidULL10N BSECTION I L J• • •• • • • • • (sheets Mullion Std.Clip Ottwt Clip U411p Angle Clip ��\�Qa(,. •.;�rq �i 8063-T6 ALUM. • FA el-IP• • • 1'X4'X.125'(10) 69384 888111M 6861122M OW241M %6518M ���,:'•\,\CENSE 7 T i X-SECTION I • 1'%d'X.375' 11 66810 886112M 8881123M 868242M 688S19M r I I .125" I • 083-T ALU ty� • •• l ) a. : Na 50705 .226"J I-.981•-1 TOPVIEW 1"X4'X.375"7(11) 86853 6MI12M 6NI123M 6W242M 666519M - .228', --.981r--� .740' _- 1.25'X 3.25•X.100'(13) 20180 8861127M 6881124M 8682410M 8865115M NOTES: • ••• • ••• • • 1.25'X 3.25'%.824'(14) 20181 8881128M 8881125M 6882411M 8885118M "' U '• 1_�f 0 F ;'�U 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • • • • • • • • 1.25'X 3.84'X.824'(15) 20162 W81117M 6681128M M41M 6118517M _•� 5` E _ 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • 30 Degree(19) 68848 WA WA WA 8685110M '•,0�. .......... C��\ • •• • •• • • • 45 Deg-(20) 88850 WA WA WA e885111M �i' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••• • • • ••• • A. N'7 ISS5870�.E. FL P.E.. 58705 • • • • • • • • • • ••• • • • ••• • • TABLE E • n n Mull Dimension PGT Part# f ro 5i (sheat#) Mullion Std.Clip U-Clip Angle Clip J"x•125' --��---.125' 1- -.125' � � Y'X4"X.25"(16) 66602 666261M 666271M 6665112M O I � o$ � 2"X B"X,25"(17) 68604 866282M 866272M M5113M STANDARD CLIP U-CLIP I 2%S ANGLE CLIP 2.000' I 8083.78 ALUM. IF 6063-TB ALUM. 6063-TB ALUM. X-SECTION 2.125' X-SECTION 2,p X-SECTION NOTES: N I 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' •125' •125' E 0] LLI DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ZL V) m CV 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE O F W HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' V Ix N CUTHERETO 5.000' 375" W o 0 3.500' CREATE F-CLIP. m �� .375" .375" r MIN. Z) Z M uj 2.000' •375• t I_SEE DETAIL F. F C) (p J MIN. SHEET4 MIN. j ---�-- - -- --------------- Z m 2 ------- -----i 1 ;--- W I 1 I I Q J& �1, 4.000' I 1 I _ _ _ _I � @ -I-- --- --I- 3.438" @ + 3.438" T I U Q rn c .250' 2'X4'X.25' I I I I Z 0 Z N MULLION I i I. 3.438' i I ~ Q•g N 6063•T6 ALUM. j 1 I 1 .375" Jj $ XSECTION I I I I (n Z 1 L--------------------� MIN. D1 0 L_ ____ ___I___ _____-_J __ __ J Y Y L_ STANDARD CLIP U-CLIP,6063.78 ALUM. 2X5 ANGLE CLIP Q Z O O �-T'ERTO F ANCHOR HOLE MUST LIE 6063-TB ALUM- SED FOR 2'X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM. d m O O U. ITHNHEDASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW ffi. SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS S•20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE vi DIAMETER:ANCHOR DIAMETER•1118•. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-20 FOR THE ANCHOR O.C. 5.500"� DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER-1118'. 5.000" 2.000' 3.500" i CREATE F-CLIP, I -- --'I 375' SEE DETAIL I 375" 375" MIN. I r-SHEET4 MW. MIN. 375' I I I I I I I I I 1 I I I I I I I 1 I .i;i3UUCl'RC:VISC•D m complying with the Florida I I Building Code 1(o-0 1$. I 1 I I I Acmplenee No Q 03 I ; E pirnlion Defe QOZ BY I 4.688' r +--------I Minn l'roduU. .250" 8.000" � _ _ �-_ _-i 5.438' I 1 7(1 1 I I I I 1 .I I 5.438" I I I ` I •• • • • • • • •• � I Qq �i I MULLION I. • • • • • • I• • i I No.58705 "ii 6083-T6 ALUM. •• • • •• • • • I 375" + XSECTION 1 I _________� Mme• D:- - L____________ l _ L • •• �� SOrlo • • ••• • I&CLIP • • - _2X5 ANGLE CLIP i\'n .....• • \ - STANDARD CLIP \ � .250" 8063-T6 ALUM. • • • • • • 41063•TQIALUM• • 8083-T6 ALUM. /� ��I\Inl- TOP NEW •• • USE!lIOR2'X�MULLIOaI SIEET 17 TOPVIEW A.I-A Ml11 ER,P.E. TOP�IRv • FL P.E.#58705 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 6 6 • ••• • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF-60.0/-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING ® N N u RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH-72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 41 PSF AND WOULD ai O FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. ° PRODUCTS SHEETS APPROVAL 2-3 FROM TABLE 4A.SHEET 8,THE 1"X 2.75"X.650-MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION E 0] LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 (- ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z rn N rc y DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OSEEF MULLIONS OR FENESTRATION PRODUCTS,WILLLi W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _ 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. -)o 0 IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W 0 NO ANCHORS IN wlrtDow SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Do In 32--{I---32 636 LBS J —I F--MULL WIDTH (60 PSF)X( >=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) j OPENING WIDTH 72.7 PSF Z g m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8".THE OPENING REQUIRES A I W DESIGN PRESSURE OF+50.01.55.0 PSF. O Z Q � V FOR THE VERTICAL MULLION: Z Q N o 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32+72"+1'=105'AND THE OPENING WIDTH IS 36"+36'+1"=73.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL w s O MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. -J�+ EXAMPLE 2:MULTIPLE MULLIONS W Q. FROM TABLE 3A,SHEET 7,THE VX 2.75"X.375-MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+/-15.1 PSF MULL WIDTH-11— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS n Z N U) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g QUO s.0 SEE DETAILS, - F�L f 32• FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2=74 NOT 73"AS PREVIOUSLY �JJ3�i i5 d� rF 2J ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 1 APPROVAL �- THE 73"DIMENSION(35-1/2"+35-1/2"+2'=73'). PRODUCTS 2)2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. ` MULLION` _ USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.111'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. A DETAILS. OETAIL E. OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. HOR ULLIO PRODUCT REVISED MUWON 72' as camplyingWilhCgFIBTIJs 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32"+72'+2"=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL?RIANGUTAR LOADING MAY BE Building Code USED.FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250'MULLION(@ LENGTH-42 OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE ATnplenm No 16-021b.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. G pi n i.-Dale 202 SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mi—Dade product 2-3 (4)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. •• ••• • • • • • •• \�� �( LYNN 4)FOR IN THE HORIZONTAL LION CITY OF 521 LBS.TABLE R T�E U-CLIP SHOWS THE OR L."OPENING WIDTHVERTICAL ULLEMUu� ANCHOR TE PE SPA#S2 STEEL SCREWANC.QRB,W4FII�HRGRATROiJDF JEFOR�iT'AB�E,FOR ATHE REQUIRED ANCHOR ICAPACITY REQUIREMENT OF 521 LBS. 140 J1070 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; ��J��•614L� +/.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; U •• I 1 ; 4j,h ' f+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION A1t;�CHING 10 THE VIRfIN+L MULLION(INTEFWECTION). �� • S'A �J` THE LOWEST DESIGN PRESSURE IS+/-64.7 PSIP AND WOULD APIRY TO ALOOF THE MUdLIONS.• • + _ (` •'•,�CGR10P'••'�ry�-: cS,�nNAk- �� VERIFY THE DESIGN PRESSURE OF THE FJASTRA PF ODL%T SE,�,�,,,��•��""11"TH THIS,•M'CLLIOA SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �i PRODUCTS,Wlll APPLY TO THE OVERALI•A$ZEMBL .fIPF1 DESIG I g RE REyl ),S TAAiT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLft�i,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RES ECTI SUBSTRRJ)CCTTEE AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •% • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: ® n c; g . I PW PW e� PW I n Y I cz I LL N SHIDH SH/DH SHIDH SHIDH i PW PW ZtGmLU N 4 4 4 4 w / � / J w I ;;mj J = I �LLI � � y LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j c SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 I [� a HINGED J SGD Z m I LOADING OF VERTICAL MULLIONuj �jj PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q DJ.. rc� I F ~ PW i �QQ Q O Q W Z gN I PW PW �Jf 8�d / I PW I � 1 PW Z 1 � � I � N SH/DH SH/DH 1 _ SH/DH SH/DH a O Z O O 8 ko VA SHIDH g�rc� u LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW 11 HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PH HINGED I NOTES: DOOR 'itGiIUCT REVISED PW PW as complying,,ilh Yw Ftaid. I 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acaepunco No p3 d I PW CONFIGURATIONS. in,l ;LeI I///. CONFIGURATIONS NOT SHOWN .MAY BE EXTRAPOLATED FROMp �mdiG o I / / THOSE SHOWN. `l„ I• • • • • BEP/, DETERMINED,USE THE LOADING PE CANNOT \; � LYfvt7 v •• PW RECTANGULAR LOADING.PW PW let .�•.• �,GE�15E •.••f 3)SEE PRODUCTS'APPROVAL FOR �� No.5(5705 _ ACTUAL ANCHOR LOCATIONS.LOADING OF VERTICAL PANEL OF HINGED DOORS NOT LOADING OF fCAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j GL MULLION ' '••�' l 6 • • • t_�P _ t _ :U STi TC OF ••�• • LOAL•NG Of VERTICAI••• • LOADING OF HORIZONTAL A. 1L �L'YNWjI \E. MULLION MULLION FL P.E.#58705 ••• • • • ••• • • Florida Building Code Online Pagel of 2 1 �JyIWa DepanM&Ttj SCIS Home Log In User Itegistratkon Not ropier Submit Surcharge State&Facks ° ;t..::x .a , ? .' Y.t 0.. ;t 5 ,, j arts t? Sine � l . Product Appraval Ma USB:PuWiC USCr Regulation Pwduct Aoomval Menu>Product or ADDlkatlun Search>Amilcatloa List>Appiicartion Detail s 1T.. ;'• l FL# .FL6890-RS Application Type Revision Code Version 2014 t Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin • • •••• •••••• • • • • ekossQbcws.cc .• • • • • •••••• •• •• •••••• Technical Representative Erin Koss • Address/Phone/Email 1900 SW 44th Ave. •••••• Ocala,FL 34474 •••• • • • • (352)368-6922 Ext 291 *000 • ••••• ekoss@cws.cc • • • • • •• •• •••• •••••• 1 Quality Assurance Representative )ay Lathrop • Address/Phone/Emall 1900 SW 44th Ave. • • • • 1 Ocala FL 34474 • • • • •••••• (352)368-6922 Ext 291 • • • • • jlathrop@cws.cc • • • •••••• Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or Licensed + Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A,Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration hate 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence t fi8 �tvdge CWS-i.f; C.,A-8400.I# Pylldf ) Referenced Standard and Year(of Standard) standad 1y= AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 3 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 12005 PAfTAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 a r Florida Building Code Online Page 2 of 2 Sections from the Code t t I I Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FOC Approval 04/23/2015 Date Approved 06/23/2015 i Summary of Products R# I Model,Number or Name Description 6830.1 8400 Vinyl Casement 8400 Vinyl Hg/Fin Casement. Ltm sof Use Installation Instructions Approved for use in HVHZ:Yes E^►-613 R5 I1 CWS-161C fCA-8400,1MP).odf Approved for use outside HVHZI Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressurm+67.5/-67.5 Evaluation Reports Other,8400 Vinyl Casement,Large Missile,DP=+/-67.5 Fl_6890 R5 AE DuPont PV8 NOA.13-0129 27.�df r psrr Max.size 37"x 72".Outer lite in T.G.to be fully FL5890 R5 AE EvalReo CWS-161C(CA-8400.IMP).Ddf tempered when used 30 ft.above grade in HVHZ.Glass F 6890 85 AE Ouanex(Mikron)NOA 12-101.7 02:odf complies with ASTM E1300-04. Created by Independent Third Party;Yes • • •••• •••••• Barb E •••• • • • • • •••••• •• •• •••••• ,S=ri=ins::.1940 North Monroe Street.Tallahassee EL 32399 Phonr�8511-4i!17-1424•••••• • • • 1�c`�al,,,",_. t •••••• The State of Florida Is an AA DEED employer.Cooyriaht 2007-7013 State Florida.:: ::Accessibility y 512Mj 5YYt —lillit • • • Under Florida law,email addresses are public records.N you do not want you e-mail address released in response to a pubk2re2co2rds request,A not send ••••- electronic mall to this entity.Instead,contact the office by phone or by traditional man.rr you have any questions,please ryriiialit j� 7.1395.'Pu % • - Section 455.275(S),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the DepBrtmer with an email ress If ••••- they have one.The emalis provided may be used for official communication with the licensee.However email addresses are•nibllcelie`ond.If you tl h to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licee under ••••0- Chapter 455,F.S.,please dick hay_. :00:0: •••••• • - • • - Prod°sct Approval Accepts: • • 000000 •••••• CUrlt 384 titit"D 1 •• F I Y 9 I http://www.floridabuildink.orWpr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg'7NfwG9n... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 6. CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5"' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: e 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-lA,-2,-2A,and NCTL-210-3674-1,-IA,-2,-2A,from •••••• National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E'• ••••;• a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10I/1.5.2/A440 • 2005,and ASTM E 1886/1996 2002/2005 """ •• •••••• 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.ruiner,P.E. :0000: 0900 00:00. 0000 . 0000. Installation: Units must be installed according to approval document CWS-161C. ••• ••. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)dbutto&d,-ais •. ,,••; 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63".with.1/8"(A$d.0 0 . or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to he fully tempered when used in HVHZ above 30 ft of grade •• • Requires max.glass daylight sizes as shown in CWS-161C • Achieves design pressures of+1-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02t 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the S`h Ed.(2014). Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. t`1�414'Itt�iattt��# r N ID 4/18/2015 Lucas A. Turner,P.E. Z '+a STATE OF y t�� FL PE#58201 °0-�4t '•. R t"�t3,.� NLucas A.Turner /0-NA 2015-04-2011:59-X04:00 t t t ' t ................ .... ............... ....... .. ....... ASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: p i 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED y T6M3 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. ........ — 39 I;4• EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA.FLORIDA 34474 MAX.OVERALL-� F*--- 391/4° AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS www.ows.cc FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 37, DEFINED IN ASTM E 1996 PER THE FBC. UNIT Yf(iD T H �S" —........_.... . _... UMT ID'H F[ MAX.SASH W IDTH 2 GLAZ�IG OPTIONS:(SEE SHEET 2} p�/(`, MAY,SASH WIDTH. �� 3,R ONFIGURATIONS.,ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT _-i T.................._�.....— — —...... ..__ ——...._..__ A 4,DESIGN I T __..............._ _ --—— . -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND IMPACT40 °� �: ` T I GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER :a" I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. - i MAX. _ -- 4. W W OVERALL I€ I `( j 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN ¢ NEiGHr y ; I 114• I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION I 1 j I MAX. i I DETAIL.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD Z I OVERALLE3 $ ANCHOR CALCULATIONS. 0. I I i NG ! I •_ _o ua; 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE W I R NOT REQUIRED. I�I I I ! o a X �[ i I irz" 7.ALL FRAMES AND VENTS FULLY WELDED. ui �u � MAX. I I i /� i GLASS AX. I x I U.� HUNITEIG Oto [ UNIT I I DLO B.SER IESWODEL DESIGNATION CA-8400. HE(GNT ! HEIGHT I I 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: U U3 ¢ICs S [ 6t" ( / X=OPERABLE SASH fItkox MAX I ` I C SASH I I ; 10,S7AIgN�CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR *fa P ...,, Plj�ir� SASH SSH 0EN I I r No 582201 _— NJI _.. e� [ a w y I i i Lucas A.Tum , All I J_ — __ :TNS. STATE OF i,441 �f 2015 0418 _......... _ A 'mac" n 22: -04:00 , •..par.•.•c3ti: B ASS DLO lllF al= NA GLklllll` RIGHT HINGED-SHOWN 4t�812015 GLASS DLO LEFT HINGED-OPPOSITE LEFT HINGED-SHOWN RIGHT HINGED-DPPOSITE LUCAS A.TURNER,P.E. 1 FL PE#58201 1239 JABARA AVE. •s ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH,941-380-1574 SHEET OE£1�11 1 a TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DLESION41"RESSURE R/I fll" IMPACT RATING GENERAL ,IONS AND ; GENERAL NOTES&ELEVATIONS.......1 N +!- F GLAZING DETAILS.................. .............2 VFiZ 37"x 63" . .. +l,.67.5�IlSF SECTION • • ADE 051051'07 EXTRUSION & ......_..........._..............3 • . + F • • .LARGE MISSILE IMPACT EXTRUSIONS&B.L,M..........ES.........._5 NON-FN Q • ANCHOR TIONSCHEDULETA 8 NOTES..........,.5 37"X 72^ CWS-161 i e INSTALLATION DETAILS.......................6 F{ •• +/-6 .5 9F • • • �' .._..... SHEET �........ 1:15.......... 1OF6 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • r I i A6 SW 44TH AVE. Il��l 1.:.��� OCALA.FLORmA 34474 W W W.CWS.CC 8400 PVC i IY CASEMENT IMPACT ....... _....___._...„,6........r-- 71A'OVERALL 718'OVERALL _ aQapn �, .. ............_V8"ANNEALED or TEMPERED ....._..... , 1.€8"HEAT STRENGTHENED at TEMPERED N 7118'AIR SPACE 7115"AtSPACE «- p� R ... < ? --511fi'LAMINATED GLASS LAMINATED GLASS F W o 4 of ' f !�*--916"ANNEALED3TREN'GTHENED t f ,c, tI{ '•••E tf DUAONT PVB€HTERLAYER ,066 DUPONT PVB INTERLAYER <_ a Lt! .118'ANNEALED 1r HEAT STRENGTHENED ' c� �a'+� 2ipy S4KAF4EX 892 OR PURFECTGLAZE'H' [ D n Si9(AFLEX 852 OR PURFECT GLAZE"H" f- 112"GLASS BRE3 tC CS C4 112°GLASS BCT'E ....... ............. a t3 xti +L CJ \ ._. r ._..._ ....... C._. .......�..•g .. ....._.. � ata4aaxcc#crrrisr yLIEN p�y 6 �6 z-,? No 58241 '.-P;% MW. STATE OF !4�t�w` d EHA j 4!1812015 .. ... LUCAS A.TURNER.P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT,FL 34288 •• ••• • • • • • •• PH.941-380-1374 • • •. • • • • • IswEeTttr�1PT1a9; • • • • • • • • • •• ••• •• llllj GLAMNG DETAILS •• • • • RAWN Y: lE: MAX UNIT SIZE MAX POS. DP GLASS TYP ADE 05145/07 - . . .•• • • • 37"x 63 +67.5 A cws•ls1 • • • • • • s • • • 37 x 72" +67.5 B BCA€E SHEET ••• • • • •.• J 1;1 I 2C?F6 ••• • • • ••• • • PARTS LIST _._... __- 1 PART DESCRIPTION VIENDOR MA ERIAL --31re•� FRAME AND 1 H-60 30B FR.,CASE.,MAIN,HEA5 i IPV ( t CONSTRUCTION 2SASH CORNER CASE.,MAIN, I VANDOW 3 603 BB FR.,C € H RO 2 ISOD SW 44TH AVE, 7/32• OCALA,FLORIDA 34474 4 60308 ., N,JB„L 1 3 WWW.CWS.CC 5 -6030A ., J FIN 3 21I/32• 4 ��• SASH, .,TOP RAI R N 7 ASH,C N 1116• 8400 PVC 008 A E. AIL,Ht IKR CASEMENT Q& D PVC GLAZING BEAD CORNER WELD 9 008 E.,S�tE AIL,LOCK• IKR N S 6064 (ALL SIDES) 10 H-1592 SCREEN RAIL,SIDE/BTM YMA ALUM IMPACT 1 -1593 SCREEN RAIL, i KEYMA UM PVC FLANGE FRAME 12 LASS SFE SHEET2 H 60308 �n . 13 P-3028 SE . LK.,85 D .,1/8" /8 NK L E ft BER j u3 r r i 14 029 -OUT 211132—«{ 15 -3113 EW TEA ! 21w_. 7116"-- 16 P3195 SCREENLE TENSION 6` LL Lu Lu r/16„ ® - ~ ¢ g m 17 P3197 SCREENY M&M 7 1116' 18 P3217 LEAF S FRAME AM B Y RUBBE 2114• ell- -3-42T- 6 co O 19 28 165 K A 6 COIL,.062 X.556 COIL .05 X.437 a o 20 1 PACE R SEA EE SHE 3 D EAL U P-4491 P-4050 21 P3342 SEAM SEALER,SM IL ¢ Z w O 22 TP, 270 .187 BAC L I H UL FAB 0 o a a m U LAZE"H", IKAFLEX,552 HENKEL,SIKAw o 24 #8 X 3f4'OUAD 25 P-3581 SCREEN CLOTH /8X16F€B LASS PHIFE 17132' 26 358 K 2,S FS REW 17re2 v m < z 28 P-3685 P361 L L{ OG t C LABEL, FRC TAB _ 29 P-3752 A PLUG,1 HOLE &M 1&3r 1116• t T_::l 1 t6^ s+NWDREtV lLy. 30 1 TE PO LBL: NF DP L— i..— ��� •�GEIYg•• �4+! 1 P-394V SNUBBER, S,PV SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE � rC:' No 5820!1 32 P-40M ME BAR GUIDE, .HOWE. 140TO SS H-1592 Wl593 33 4004 #8- 1J PH S, l�HDW FASTE L p� P-4005 UPPORT LOCK,Sd,ROTO ROTO SS 35 06 LO K, TI-POINT,HUI U HUWL.,WHRE ROTO a tre•—...._..._.–j 374• �.,,'O,ntia'c, P";•W`: 36 4007 ROTO.OPERATORS LEFTMIGHT EM s,F t C R 1 37 P-4009 & LIDER M.,R P R., (13') RO S 11116• -� �y'� hONAur��, 38 P-4010 BRKT„ O ,L.H.,RO HDW . 5 3gz L.... 39 -4012 I ,RO ROTO HD .(4.Bmm) ROTO NYLONSASH REINF. 4/1812015 40 P-4014 HANDLE, TD,ROTOP ROTOHDW RITE} N S-1505 _ 41 P�4018 W (LEFT! FOR FTOR R PEN CASEMENT) SS ! LUCAS A.TURNER,P.E. 42 PPORT HER,R D .(SS) ROTO SS FL PE#58201 43 4021 #8-32 x 314'Ch FH Wl 1116"Lead, ,HoTo Op.,ROTC FA L S I 1116• 1239 JABARA AVE, 44 - t� NORTH PORT,FL 34288 ri 4 GASKET,R ER.,R .,1116"P •• •• • • • • •• 1�„_._. y„ 45 P-4031-PAW H ,S (B A G .) S • • • 1` PH.941-38D-1574 46 -4050 2- O . E I EL • • .i • • 7132"�, F"—3 •1 er rPrtoN: 47 P-4043 SIKE,MUL M& P • •�"•1• • 1 1 BOM AND EXTRUSIONS 48 4146 #8x314 FA • • • • 49 P•4491 . P ISI EL PVC FIN FRAME SCREW SUP PORT x 5 . FASTENAL __TS_ H030A P-311350 P-4641 ADE 05/05!07 51 -1505 IREtASH €( •• L ••• • • e. -6064 JULZ 5D.,7/8' IKR • _ CWS 161 (`, NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. •• •• • • • •• • • • • SHEET 2:1 4 OF 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • 00 •• • • ~ ^ ^ ^ ' ' ` MAX(TYR) SEE NOTE 2 F 4-MAX,ITYP.)- CHOSYSTEMS NIX MAX O.0 8400 PVC (TYP-) CASEMENT 101, IMPACT 14 34" iia ANCHOR(TYP.) ANCHOR(TYR) ANCHOR ITYR) ' INSTALLATION INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBST 0%1*-' 0: 00 , fr CL CL 9'THAU FRAME ANCHOR HINGE SIDE JAMB(TYP) 6'THRU FRAME ANCHOR Lu HINGE SIDE JAMB(TYP) ANCHOR LAYOUT-(FIN) 0 tFINI FOR UNITS UP TO 3r 7Z' Imumoll N*MPT"AT DREW 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD REARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114� USE SHIMS WHERE SPACE GREATER THAN'fl 6*IS PRESENT, LOAD BEARING SHIMS SHAU BE A CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,S14EFT 6, 4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST I BE PROTECTED TO PREVENT REACTION. LUCAS&TURNER,P.E. 8201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SU13STRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, SPECIFIED IN TABLE 1,SHEET 8, PHI941-380-1574 &ANCHOR EMBEDMENT TO SUBSTRATE S14ALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRFTWCMU OPOONGSIDWEINDMONTISWC1.ME BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I X WOOD BUC"BEqpWpEN:HE-IPR2MTT ANRJ T14E SUBSTRATE, ~ ANCHOR SCHEDULE& NOTES 7.A MINIMUM CENTER-TO-CENTFR SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:S'FOR MASONRY,I'FOR WOOD AND METAU 8,WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGGINIEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STR U(;IUHF- ? ADE 05105107 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6.OONM*W AND MASCNFt"BS7lRATL%S MAY 94 ............ cws-1 61 9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL SE&E&o%F%P LOFVD1�&& r=N:Vi:isloNoFTHFRr=FEnENCEoocUMENTS: - ' ` o - _.....__ .... ...... MIN.EMBEDMENT ---.---.i \S�'tlAt'fWlCitl[/ SEE TABLE 1 r--SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS V�NDOYM INTERIOR 1/4'MAIC SHIM--- »- SEE TABLE t MIN,EDGE DISY. -- - - SUBSTRATE t 900 SW 44TH AVE. ' t^...............- +-MIN.EDGE DIST. SEE TABLE t BY OTABLE OCALA,FLORIDA 34474 E SEE TABLE 1 i/4'MAXSHM f SEETABLEt WWW.CWS.CC SUBSTRATE BYOTHERSi SEE TABLE 1 ._..... ""-""'---"-"`}' N.EDGE SEE TABLEbEST. . i ........_, MIN.EMBEDMENT17­71 PERIMETER SEALANT- SEE TABLE i INSTALLATION ANCHOR - _._:.. L f -- 84W PVC BY INSTALLER SEE AS t I CASEMENT INSIDE AND OUT _......._ ........... MINL SEALANT DEN14D O SEE 7ABLEDMENi ! IMPACT FLANGE BY INSTALLER =1/4"MAX.SHIM _ ....._ ; I PERIMETER SEALANT ('I PERMETER SEALANT I BV INSTALLER IL3! BY INSTALLER ; INSIDE AND OUT ......_. O 6NS�E AND OUT l INSTALLATION ANCHOR tL Wq tit .. SEALANTBEHLND SEE TABLE � Q m FLANGE BY INSTALLER SEALANT BEHIND INTERIOR B NORNZONTAL SECTION FIN BY INSTALLER INSTALLATION ANCHOR--- _ ........ ___. C _HORIZONTAL SECTION SEE TABLE? B TYPICAL JAMB ANCHORAGE QJ TYF•ICAL FIN ANCHORAGE `� o HEAD AND BILL SIMILAR FOR FIN INSTALLATION W w O7L NOTE:ADDITIONAL THRU-FRAME ANCHORS o o �' (AS SHOWN IN DET.")REQ'D ATTHE HINGE U s SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. 9' 1 SEALANTBEHIND 114P MAX SHIM j FLANGE BY INSTALLER O S.T m Z I , { aaa�ittn�nity� PERIMETER SEALANT MIN.EMSEDMEN7 BY INSTALLEp INSIDE SEE TABLE i �J�G E iJ 8fi~• 'INSIDEANQ OUT _ 1 .• Bawl 8201 _L *' * .# SUBSTRATE BY OTHERS 7S STATE OF "•kt: SEE TABLE 1 €-= --MIN.EDGE DIST- ] I �S a' SEALANT UNDER SCREW SEE TABLE t Q s�"�•'ti'�( 6� ALh.�.tA..' HEAD BY INSTALLER A VERTICAL SECT€ON ......& TYPICAL L ANCHORAGE - ck° •.'O•R•� •�C3��'` ,�*���pNniyar,� i 411612 5 TABLE is APPROVED INSTALLATION FASTENERS .. ...... FRAME TYPE LUCAS A.TURNER,P.E. RMTE CONCRETE(20 KSI MIN.) 3/18"NIW TAPCON t-112" i-718" FL PE C 58201 PERIMETER SEALANT--"`"`�- oz i239 JABARA AVE. FLA ' B,Y�{NST�Rm NORTH PORT,FL 34288 FLANGE CONCRETE(28.5 KSI MIN.) 3/18"ELCO ULTRACON 1"• • �' • • • •1;4DE PH.941380-1574 ......... .... FLANGE GROUT-FILLED-FILLED CMU(ASTM GD90) 3118`ELCO ULTRACON t-1t g • • • • HORIZONTAL SECTION gH' • ••• • 6 SOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(0=0.55) i 3116'tTW TAPOON • • • • • • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON �• •• • • • •• INSTALLATION DETAILS FLANGE 2X MIN SOUTtLERN PINE(G=D.55} #10 WOOD SCREW 1-3t8` 7tB' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, ORAw r: FLANGE 16 GAUGE(110W)MW.STEEL STUD #10-16 HA.TI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN} TEKS SELF-DRILLING SCREW T14RU 04&1*• its • • .,,•f ADE 05(05/07 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHFEAD• • W Y4"�ltl€f OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED ° RANGE 118"STEEL(33 KSI MN,) ORAJJNG SCREW THRU 25' • 7#1•V. INSIDE AMD OUT,FULL PERIMETER,BY INSTALLER. CWS-167 C p • • • • a PRODUCIf ARCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS -' FM 2X MIN.SPRUCE-PINE-FIR(00.42) #8 WOOD SCREW }112 7/18" • SJWN ObjftLANGE WINDOWS. SHEET — 1:2 i 6OF6 1 Florida Building Code Online Pagel of 2 Flord)Depar$Tlmd SCIS Home E Log In !User Registration Hot Topks ! Submit Surcharge Stats a Facts urines &)) r� s , Product Approval USER;PWIc User Re ul tion kroduct Aooraval Menu>Prnc+Uct or A2olkatlun Search.>$ g,•i,,on List>ApPlicxl9on Demo F ay�TA' - - - FL# FL16177-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived p t t Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue •••• • Ocala,FL 34474 • • •••• •••••• (352)368-6922 • • ekoss@cws.cc • • • • • Authorized Signature Koss Erin •••••• ekossocws.cc •••• • • • • •••• • ••••• Technical Representative Erin Koss •••••• 0900 ••••• Address/Phone/Email 1900 SW 44th Ave. •• •• •••• •••••• Ocala,FL 34474 ��•••� � • • (352)368-6922 Ext 291 • • • • ekoss*cws.oc • • • F • •••••• Quality Assurance Representative lay Lathrop •• • 00* • • • Address/Phone/Emall 1900 SW 44th Ave. �'•• Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop0cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation-Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By r Steven M.Urich,PE 1 Validation Checklist-Hardcopy Received Certificate of Independence6177C2 + l L. _ 7....CQ1 E ISR g1( ;a1 I3 f� i-£?t P7R_CMP PJi€.Si PAr j ( t Referenced Standard and Year(of Standard) =Jkml Year AAMA/W DMAJCSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004' l ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By i http://www.floridabuilding.org/pr/pr app_dtl.aspx`?parani=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 Florida Building Code Online Page 2 of 2 • l Sections from the Code d Product Approval Method Method 1 Option D a Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 SummarV of Products ill.# Model,Numbei or Name Description 16177.E SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RI ii CWS&112B(SH-8100.IMP,dpp illAnch)pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes t Design Pressure:+70/-70 Evaluation Reports •••• Other:SH-8100 PVC Impact,no sM anchors required. FL16177 RI AE DUEM PVL W6 12-2129 27.K%•••• •••••• Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 R1 AE Iw valRen CWS-f1Z17Qe( 14-8100 IMP, • Glass complies to ASTM E1300-04. NoSiilAnch}.odf •• • • • • R1 AE Quanex Mikr 0/6 i2-1017 g2llii Adf• 00111,41:411 Created by Independent Third Parry:W. • • aacde leer+ •••• • ••••• •••••• •••• ••••• •• •• •••• •••••• Contact Us::1940 North Monroe Street,T.M.hacsen Fl??3no • d The State of Honda is an AA/EeO employer.coovnaht 2007.21113 Slate or Florida.::Erb=Stntemen ;:lrrnccihllinr stat mRe,r:peh,nd 21W, • Under Florida law,emnr addresses are public records.It you do not want your e-mail address released In response to a p� d request,d�k� AS• • • .j electronic mail to this entity.Instead,contact the office by phone or by traditional mag.If you have any questbns,pka� Q5d 87.1395.• rsuant to •••••• r Section 455.275(1),Florida Statutes,Wrective October 1,2012,licensees licensed under Chapter 455,F.S,must Provide the rTienL{,vnth an err�ll�dress�f • • they have one.The emalh provided maybe used for official communication with the licensee.However email addresses are pu I re 1 If you do Trot w h t supply a personal address,Please provide the Department with an email address which can be made available to the public.To determine if you area licensee tt%er Chapter 455,F.S.,please click hW_. Product Approval Acrapip: . SCCtIt'it.4Mk Chit:4 ; ` y t a , F f 5 • i Yt A http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy... 6/24/2015 r r ' r i` �1 NE 1239 Jabara Ave. 1� North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. F13PE C.O.A. #29779 F Evaluation Report 812B April 18,2015 t Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requircincnts of the 50' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: ' . . . .... ...... 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Po4.w .• 2) Approval drawing CWS-81213,signed and sealed by Lucas A.Turner,P.E. ...... ....:. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laborattwies, • Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS E01/202/40 ;;• • 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA I A!!k .2}A440-0$ ••;••• 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A!Pncr,P.E. ;••• ••••• ' Installation: Units must be installed according to approval document CWS-812B. . . . . ...... ....% Limitations of Use: This product: :....: • May be used in O/X configuration in sizes and with max.glass DLO heights as stownin CV790•• • a 812E • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air"' 5/16 Laminated(1/8Ann-,090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 " • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O;A. 12-101'7.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. #Z 4/18/2015 �a :irft,-`, Lucas A. Turner,P.E. . :• STATF OF ,: FL PE 458201 T-.# ► `�'�` Lucas A. Turner �t�•48ONA%0+' 2015-04-18 22:20-04:00 ............ ................. ......... __..._ ........_.._ ................ .........- � GENERAL NOTES (�'P�/J��y f�'�,/��,Q} SINGLE HUNG - LARGE MISSILE IMPACT ,.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED a2r{4° TEM l TO COMPLY WITH THE FLORIDA BUILDING CODE TUC),CURRENT ovnNUGNAf T moi—! EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND t WO SW 44TH AVE. S RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1998 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) w--------W u8"MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'Qtr. 51718'MAX.UNIT WIDTH--.............._. SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT f- 4711 ff9'GLA55 DLO- - -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ' GLASS TABLES ASTM E-13D0.O4. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER .� j INFILTRATION TEST PRESSURE AND GLASS TABLES -- -- ASTM E-1300.04. 83" __ t S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED MAX. IN THE DESIGN OF THIS PRODUCT,SEE SHEET 8 FOR ANCHOR x.F^'-. OVERALL I DETAILS,WINDLOAD DURATION FACTOR Cd-1,8 WAS USED FOR WOOD HEIGHT w m EIGHT ANCHOR CALCULATIONS. H BI BS.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE DLO NOT REQUIRED, a I o:z> 81 aro• I 3 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I s W I Q MOX USED AT FIXED MEETING RAIL AND JAMB. G- i UNIT .._. LL [L HEIGHT -- 8.SERIES t MODEL DESIGNATION SH-8100. U B.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p; X=OPERABLE SASH,0-FIXED SASH m d Q 3 X78" I 70,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR _.._ s SASH GLASS LOCATION. ♦�N�KdREy�l4i HEIGHT Dl0 s i B 11,EXTERNAL WEEP SLOT=114"zi•114"LOCATED 4'FROM BOTH ENDS. �..jOBNv*- I 1 C Nc 582Q1r Lucas A. �y: &TATE OF •fit -- . -- - Tumer yQ�sa t.'``� s ) A 2015-04 ,11 '*.,ye p° ►�.��`�a 15:15-04:00 •ry.,°„;;; ,�•�' 111x' GLASS DIA i 48 3W _.,....... '---'N 4111/2015 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58241 1239 JABARA AVE. •• ••• • • • • • •• I NORTH PORT,FL 34288 i • i • • • • • • I PH.941-380,1574 • • ;IMPAC*T GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS...,.1DESIGN PRESSUREGLAZING DETAIL................................2 BAT I 08/18/12 MAX. UNIT SIZE RATWG .ow �:- . -tAEv— SECT€ON VIEW5.................................3 • •••EXTRUS€bN58B.O.M...........:...........4 RATING - . . .ANCHOR SCHEDULE&NOTES.........5 51-7/8”x 61-3/4" +/-70 PSF>, . I.ASSI MAPACWS-812eINSTALLATION DETAILS....................6SHEET ••• • 1;15 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• .. ............. ........... WINDOW TEm i 1800 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC 8100 PYG I SINGLE HUNG IMPACT 3.......... ...._...__7./9"OVERALL INSULATED,MASS € 719"OVERALL INSULATED GLASS -�? 1N'ANNEALED OR PEMPERED ._ ----- tr8"ANNEALED OR TEMPERED titicfl ;,•—......•�.. 740"AIRSPACE � �i...-.w... 7t6 AIRSPACE CE &16"LAMINATED GKAS3 6"36_ MNATED GLASS10[ V 8ANNEALED 1z9'ANNEALED w W DW PVB INTERLAYER By DUPONT ` M30'PV8 INTERLAYER U6 [T LA R 8Y D w 4t8"ANNEALED k 11W ANNEALED d; I DURASEAL.BY TRUSEAL j DURASEAL By MAEAL .. PURPcQTGi.AZF."H"ORu`•IKA;"1EX55P PURFECTGLAZE"H°ORNKArLEXaa2 `m ¢ z " ........_..=..i........._........ ♦ttau I -._....... irr GLASS BITE �yW r Oji �....... Y7�2"GLASS BITE ♦� llRE v? No 58201 >S•• ATE OF :btu: FIXED LITE SASM LITE O 4/11/2015 III LUCAS A,TURNER,P.E, FL PE#5&201 1235 JABARA AVE. •• ••s • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 noifuzr 00 fee 00 0 0 00 GLAZING DETAILS BAT 06118/12 • • ••s • • • • CWS-812 B ........... 1:1 • • • • • • • • • • • •• •• • • • •• •• ^ - - - - - - - - - - ^ ^~ Iowa rmwol 1900 SW 44TH AVE. OCALA,FLORIDA 34474 8100 Pvc SINGLE HUNG IMPACT SECTION B-B 1131 NOTE:LEFr SIDE SHOWS FIXED SECTION VIEW, !2 RIGHT SIDE SHOWS SASH SECTION VIEW. 0 M. ul 0 loll No 5 STATF OF 4/11/2015 1239 JAaARA AVE, NORTH PORT,FIL 34288 PH.941-380-1574 SECTION A-A SECTION VIEWS NoTi: IT BAT 06(18112 EMS NOT SHOWN FOR CLARITY. vwu °° ° ° ° °° °°° ° ° ° °°° ° ° .............. __..._. PARTS LIST FRAME CORNER REM PAW# DESCMain r.,S VENDOR MATERIAL FE 3 im- CONSTRUCTION 1 14-0031 Main Fr.,SH,w?Fig.,PVC,Hexa, MiKron Vln �-� 2 H-6(131 Main Fr.,SH,w7Flg.,PVC,S(11 Mikron Vinyl t i+-1 15118 WINIOM SYSTEMS 3 H-W31 Maks Fr.,SH,w1F PVC,L.Jb. M(kron Virryl �--23126" € 1900 SW 44TH AVE. 4 14-6031 Main Fr.,SH,w7Fig., V ,R Jb. M)kron Vinyl S � � 8 OCALA,FLORIDA 34474 6 S-1577 Im ci Hoo1c Keymark Alum t ., � WWW.CWS.CC 8 H 6027 Sash Meai.Raft,PVC Mikron Vinyl 211116` 4 1 SI8„ t ...........�....--.-5 $064 1497 Reini.Sash Meet.Rett K mark Alum Itl6" i 6028 Sash Bottom Ball,PVC Mikron Vin I L- -2116` } 2116^ CORNER WELD 8100 PVC (ALL SIDES) 6008 Sash Slde R ISSOL Rail Mikron Vinyl SINGLE HUNG i Remi.5.8.R.tS.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT Iz.Bd.,718' Mikron Vinyl 6013 Scrn.Ad t.,wMib,PVC,Hcriz. Mikron Yk1y! 6014 Som.Adept.,PVC,Vert. Mikron Vinyl 20 S-11029 Sash Stop/Filler,PVC,Vert. Mikron VinylIii 23 H-1699 Reinforcement,SBR Ke mark Alum 7/8o 24 P-2;90 BalanceBSt 25 P-3D59W46 Sash Cam,PVC ISI Plastic FIXED MEETING RAIL €m 26 P3783 Take ut Clip BSI SS 1 5r8 2 tt8 1718" rn 27 P3783 Lock, mpact,PVC Interlock SCREWED TOGETHER WITH w z 28 -4069 Kea r,Impact,PVC Interlock Zamac 1116 OUTERFRAME (�j b O 1:8 I. 30 P3215 W Caterw?Flap Gee[ Piastic REtNF.,IMPACT HOOK-1132 v} >' 32 P•3429 WsfP-,0270x.167 back FilSeal Gray Ultrafab PVC SASH SIDE RAIL-6004 FOXED RAIL-1938 ir w ¢ i 37 P-4638 98 x 2-112 PH Mod.Truss,Typo A, K 2 Fastenal Steel n. C2 a 36 P3768 !18 x 0.625 Pn PH SMS Hub City Steel 39 P-4051 W#8 x t.25p Ph FH TEK, Hub Ci Steel i »1 1/8 `jI ~ 40 P_4264W#8x314 FH PH wtt16 Head,TEK,Wnt. Hub Cit Steel w j 44 P33d2 Seam Sexier,SM-5504 Schnee 1 5 38 t 778" t 45 P-3752 p Plug,7!2"Hole M&M Nylon L_. -Ins 1. -045" 7- m i�C 0 47 P•3438 Slkai x 552 ar PLrfect G)aze'H' S)katHen kol 1116" t 48 P•3352 iSet.BIK.,85 Dur.,1/8"x Will'x 2"LS F.Looe Rubber PVC SASH STOP-eo25 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-8063 PVC SCREEN SUPPORT-6614 ` y 51 P•3881 Tam Lbi. FRODP i%�titt4pREyry ti�OUq`?.4VGEK&F•.P �. 52 P-3613 CWS Lb1.(logo) Pro Label 314"-._..tom-moi ' +. - No 582{11 ••1t s 53 Sash SEE SHEET2 G 3r4s t!a" i» •. 54 Fixed SEE SHEET2 Q1A59 3f16" ; !� � S6 P3281 Spacer Dlaaseal lY 2518' - 2/16" t" j1 11- l'J 82 P•4s21a cmen Frame,Hartz. A€Imetal Alum T I-.3116- ......___ �,8u�111- 1116• }....._ s9 STATE OF t7b1 63 P-3218 Scieen Frame,Vert, Allmetel Alum REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 O R tv.••'Q��? 64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF,S.B.R.B.S.R.-3498 REPiF. 8TM RAIL-2699 'e4ticF "•t1�'�r 65 P-3581 Screen Cloth,18 x 16 Ftbergtafifi Betterwe Fiberglass '+i��8/DNA V'0%' 66 P-3228 Screen Spline,.155 Ola.,Bk. papa Vinyl Z:2-167 P-3029 Screen Pull Telt Summit Alum 68 P-W33 Screen Spring,SS Fl.Screen SS 411112015 70 3113 ssrewSuppoR tar PVC T.Plastics Nylon LUCAS A-TURNER,P.E. 71 H-1836 Akrm.Fixatl Rati FCaymxrk Alum yip FL PE#58201 72 9.6063 Cover,Fixed Rail Mkron Vinyl O 7239 PE#58 AVE. 73 5-1112 Reinforcement,Impact Book Ke'ymaik Alum NORTH PORT,FL VE. 74 P-3541 #8 x 112", an Head,TEK Fastenal Steel •• • • • • • • PH- PORT,FL 34 74 x••-i- 5716" • •• • • • • • 1P2" 614 ESCR€€P7`i tig 4:""""" ` LINE ITEMS NOT USED: ••• • • .5.• • •e_t.. • � 316 5,7,11,15-17,21-22,29,31,33.36,41 83,48,49-50,55,57$1,69 • ••• •• • • ` h —3"--- BOM AND EXTRUSIONS 718" 12111 SCREW SUPPORT-3213 ' IMPACT HOOK SAT 06/16/12 S-1577 • ••• • ••• • • • • • • • • • • _ - ow is " - • • •�• • • • • GWS-812 'B NOTE:ALL FXfRUSIONS ARE ALUMINUM 6064-T6 UNLESS OTHERWISE NOTED. • • • • • • • • • • - • •• • •• • v • SHEET ••• • • • ••• • 1:2 40F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` ` ^ - 1900 SW 44TH AVE, OCALA FLORIDA 34474 10 lir 8100 PVC rryp.) SINGLE HUNG all po MAK OC. - CL: cc `T ' C(Typ.)—. NO ANCHORS REQUIRED IN SILL--J AN N- 58201 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS AFOUIRED IN SILL 2.SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD 13FARING SHIMS mAy,ALLOWABLE 8+41M STACKTO BE 114", USE SHIMS WHERE SPACE GREATER T14AN 1116"IS PRESENT, LOAD BEARING SHIMS SHALL BE .......... CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, 3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHIEET 6. V1 112015 4ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS k TURNER,P.F. BE PROTECTED TO PREVENT REACTION, FIL PE#58201 1239 JABARA AVE. G.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH MENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TAME 1,SHEET 6 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRP--VJCWJ E�%. BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUr-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I X WQPD EIT4 INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I X BUCKS BETWEEN THE PRODUCT AND SUWl all K IN H"Wf$JrUCf&ND THE SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,I'FOR WOOD AND METAL UNA ....... BAT oelle/12 S.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL.Or:PROPERLY DESIGNED 8YTHEkR';f CT OR$=NGIN4tUjja�RECORP AND WSTALLZI)TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1.SHEET'6.C4NCR AND. __ NRY BSTRA4iES0A-*NQT BE CRACKED. Dwo–f' my ' -- ` OOLOWpi ` _ _ _ _ ...................... j TYPICAL HEAD ANCHORAGE •( (_��(� 5 MIN.EMBEDMENT O � !�----- �f---MIN.EDGE DIST, SEE TABLE i SUBSTRATE SEE TABLE t .....BY OTHERS 1! 1900 SW 44TH AVE. SUBSTRATE BY OTHERS.. 1F4'MAX SHM--? SEE TABLE iOCALA,FLQRIDA 54474 SEETASLEt WWW.CWS.CC BEDMENTPERIMETER SEALANT BLE1MIDI.EDGE DIST. f��fBY INSCALLI=R .A. SEE TABLE 1 81W('YINSIDE AHD OUT .... 4LIA 1 •� ] _..... INSTALLATION ANCHOR—.:...._ ........._.. SINGLE HUNG SEALANT BEHIND .... FLANGE BY INSTALLER ...1f4'MAX.SHIM SEE SABLE t IMPACT ^ - If} NI aduj ......PERIMETER SEALANT - .o .... qFY. I INSTALLATION ANCHOR.............. ININSTALLER SIDE AND OUT W Cf m SEE TABLE t -.........._SEALANT BE14IND . CSE BY INSTALLER LL r CONTINUOUS DOUBLE X15•BEADS OF B HORIZONTAL SECTI.ON f a In TAEMGLAZE U1800 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE Z > PERIMETER AT ALL INDICATED POINTS O BETWEEN FRM14E AND BUCK BY INSTALLER. �L a 1/4"MAX.SHIM ! H a U: SEALANT BEHIND 'lp w FLANGE BY INSTALLER PERIMETER SEALANT ' ....... .. G Z BY INSTALLER MEN.EMBEDMENT; INSIDE AND OUTSEE TABLE 1 `,�s`��p,1DI�Ety tT�rr`ri SUBSTRATE BY OTHERS % .�i, 54201yZ i SEE TABLE 1 No _.._� SEE TABLE EDIST. A VERTICAL SECTION ? Q STATE C11F •'kte aW. G TYPICAL 5122 AN 4tl 112015 TABLE 1:APPROVED INSTALLATION FASTEN ER$ SU ANCHOR TYPE MIN.EMBEDMMr LUCAS A.TURNER,P,E.ETE(20 NSI MIN,) 3116'ITIM TAPCON 1-1/T 1•t PERIMETER SEALANT FL PE#58201 1239 JABARA AVE. HOU____ BYINSTALLER r. .• • y4SIQE ANgJWT NORTH PORT,FL 34288 CONCRETE(285 KSI MIN.) 3116'ELCO ULTRACON 1" 1• • • • • • • • C HORIZCNVTAL SECTION PH.941380-1574 GROUT-FILLED CMU(ASTM C-90) 3118"ELCO ULTRACON 1-114" 2f/7� • •• • • •• •• 6 BOX FRAME INSTALLATION s E I 115..`---- HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G.0.55) OR LPN TLTRAO 1-318. •�^ •• ••• +0' • i ••• INSTALLATION DETAILS OR ELOO S R EW FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE PLANGE 2XMK SOUTHERN P (G�0.651 #10 WOOD SCREW 1-318' 7/B' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: w 16GAUGE(0,060")MIN.STEEL STUD #10.16HILTIKWIK•FLEXORRW FULL THREAD BAT Q6118112 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.080" + �+• • ••• -MIN.4/4'FILUET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED ,lr*, 1/8"ALUM,(6063-T5 MIN,}OR _ #10 GRADE 5SELF-TAPPING! FULL THREAD • ••• i INNDEyW6 ONT,FULL PERIMETER,BY INSTALLER. • �PR�QUCCHCRAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B 1/8'STEEL(33 KSI MIN) #10DIRLUNG SCREW THRU 0.125" •+7/18• • • ��AA • •• SHQ N F NGE WINDOWS. ••• • • • ••• • 1.2 ............. _.... SHEET +•• • s s • ••• • • Florida Building Code Online Pagel of 2 Ida PPI ntof SCS Home log In :.User Registration Hot Topics Submit Surcharge Stats a fads 3usines (L rofess "all PrcldhNbk U royal Regulation Product Approval Menu>Produ kation Se.+arcfi>A;plicatlon IJ >Application Detall 4 FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved t Comments Archived p, Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 •••. e • ekoss0cws.a • • •••• •••••. Authorized Signature Koss Erin •••••e •••e•0 ••••i• ekoss*cws.cc • 0000 • • • • Technical Representative Erin Koss • • •••••• Address/Phone/Email 1900 SW 44th Ave. • • Ocala,FL 34474 .00.00 •ee• ••0•e (352)368-6922 Ext 291 00 0 0• 000* •0••e• ekoss@cws.cc • •000•• • e • • • • ••000• Quality Assurance Representative lay Lathrop •••••• Address/Phone/Email 1900 SW 44th Ave. • • • •••••• Ocala,FL 34474 •e • 000 • • • 0 (352)368-6922 Ext 291 •i jlathrop0cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 6d Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida license PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M:Urich,PE a Validation Checklist-Hardcopy Received Certificate of Independence (§� 6 4 _, OC I alp..C:l� $7.9:5...(jp4x63,tgfp) j Referenced Standard and Year(of Standard) SU n dand year AAMA/W DMA/CSA/101/1.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 t Equivalence of Product Standards Certified By t http://uivw.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2#IZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 t l Sections from the Code Product Approval Method Method 1 Option D i Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 3673b.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 6311,XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 RI 11 CWS-871B(HS-3200 74x63 IMP)odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.0 f••• I.G.must be safety glazed when used above 30 ft.in HVHZ. EL16736 RI AE EM&D CWS-8718 05-8200 �4x§ , • Glass complies to ASTM E1300-04. MP • • ••• •••••• FL16736 3A—AE-Cuane%(Mjkro*ni&Bjt2-IQj 7 a7 naf. .• Created by Independent Third Party:Ye s • • • 16736.2 HS-82Q3 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,a1"A"•111"x 63",Xt3X. •••• Limits of Use Installation Instructions •••••• 0••••• • • Approved for use in HVHZ:Yes FL16736 81 II CWS-8696(HSS l•�a Slix63 IMPI odP ••••• Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58241•••• '0000 ••.••• Impact Resistant:Yes Created by Independent Third Party:Yes • Design Pressure:+60/-60 Evaluation Reports •• •• •••• •••••• Other,Large Missile,111"x 63",DP+/-60 psf.Outer lite FL16736 Rip DuPont PV6 NOGJ3-0129 27 ndf • .• in I.G.must be safety glazed when used above 30 ft,in EL1.6736 R1 AE uP P kVQA 1 24 • HVHZ.Glass complies to ASTM E1300-04. FL16136 R1 AE Ev �.tZ• •••••• y�jj�epWS- G98 tH 8200 IMP1.odf • • • • • ' uan x 1 NISAVL� • ��•••: Created by Independent Third Pa y: Yes Back Nett t { �l ::+g„Ren„agrth etonrn sn t 7a11aAas 37; Phsas;850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2607-2013 Tate of Florida.::QrIy cit 2otement:: :;Remnd Statement 1 Under Florida taw,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact BSOA87.1345.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address if they have one.The emaiis provided may be used for o7ncial commradcation with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public.To determine if you are a licenses under Chapter 455,F.S.,please ciidt hM. ` Pioduct Approval k { l 5 1 1 1 httl //www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQWtDqu8obl°/a2fZm6... 6/24/2015 t T TRN -i 1239 Jabara Ave. °✓ North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871D April 18,2015 k Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) r Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 k Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5'b t Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below.' Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL ."". 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-]A,-2,and-2A,by National Certified Testing Laboratories '. Orlando FL signed and sealed b Gerard J.Ferrara, "' g y ara,with testing performed: 'lr x`•201,202,�a3 `94,ASTM E 1886 `02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA. •••• 101/I.S.2/A440 `08 0 •..... 4) Supplemental Calculations to support CWS-871 B,signed and sealed by LucasA..7LWer,P.E. •• 00000" .... ...... Installation: Units must be installed according to approval document CWS-871B. . . . . ...... Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B •• ••• • • Achieves design pressures of+/-60 psf •• • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per'Miami-Dade N.OA. 13-Oi29.27t , • Requires Quanex(Mikron)white rigid PVC framing per]"Miami-Dade N.O.A. 12-1017.02r t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`s Ed.(2014)Florida Building Code for use in this product. I Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which ti this report is being issued. I do not have,nor do 1 intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. 1�31lDlila�t 2REt,r. rb v: No 58201 :`A :. STATS OF :�40Z. , ;. 4/18/2015 "' Lucas A.. Turner P.E. e41j`+0JqA%_ FL PE#58201. Lucas A. Turner w 2015-04-18 22:21-04:00 k ' . ~ - ^ ' ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLOSIDA BUILDING CODE(FBC).CURRENT EDMON INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW"TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALAFLORIDA 34474 IN ASTMI E 1998 PER THE FSCWWW1CWS.CC —75114'MAK OVERALL FLANGEWIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 1 CONFIGURATIONS:*Or,"XO�, 74'MAX.UNIT WIDTH — 7 HOR7-SLIDER i--3T GLASSDLO— 4,DESIGN PRESSURE RATING: -NEGA-nVE DESIGN LOADS BASED ON,TESTED PRESS IMPACT URE AND A GLASS TABLES ASTM E-1300-04. -POSI[TIVE DESIGN LOAD$BASED ON.TESTED PRESSURE,WATER ASTM E-1300-04. ...........r INFILTRA )ON TEST PRESSURE AND GLASS TABLES 5ANCVORAGE�THE 33 V3%$TRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEET 5 FOR ANCHOR DE IL&WINDLOAD DURATION FACTOR Od-1,6 WAS USED FOR WOOD <11 MAXTA FLANGE B B ANCHOR CALCULATIONS. HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHU77ERS ARE NOT RECIUIRED.WE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT sw MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND MAXFLYING DEBRIS, UNIT HEIGHT A 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT AX USED AT FIXED MEETING RAIL AND HEADISILL SASH HEIGHT EL SERIES I K40DEL DESIGNATION HS-6200 GLASS X-OPERABLE SASH,0.FIXED SASH ` 10.SIECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR N6 58201 STATE OF .I& Lucas A. IL - 3T GLASS DLO— Turner 36$116"MAX SASH WIDTH 2015-04-11 411112015 LUCAS A.TURNER,P.E. FL PE 0$8201 1239 JABARA AVE 00 0*0 00 NORTH PORT.FL 34288 PH.941-380-1574 ok is so SHEET DES;FHPTJDN; --- sell 4140: 0: 0 0 0 00 GENERAL NOTES AN TABLE OF CONTENTS ELEVATIONS - DLO 5 0%WOREIV 'or- 0 q - Dwa —. ....... ...................... ........._.......... TYPICAL HEAD ANCHORAGE SEE EMBEDMENT — ,--- \l/yySis (U+2/IILi(�('fir.'�� SEE TABLE f i SUBSTRATE ? BY OTHERS VYfNOCLW SY911,EMS . !^------��—MIN.EDGE DIST. 114`MAX.SHIM--y »- SEE TABLE f MIN.E GE DST. SUBSTRATE 1 SEE TABLE I BY OTHERS I f 9D0 SW 44TH AVE, SUBSTRATE BY OTHER S 114"MAX SHIM FSEE TABLE t 1 OCALA,FLORIDA 34474 SEE TABLE I I i WWW.CWS.CC EDMENT MNL EDGE DIST. �....._.. _._. PERIMETER SEALANT E 1 SEE TABLE 7 82WPVC BY INSTALLER INS7AUATION ANCHOR _.. ._._ i ..........� 82W r i C INSIDE AND OUT SEE TABLE 1HQRZ.SLIDER SEALANTBEHIND MIN.EMBEDMENT FLANGE BYINSTALLIxSHIM SEE TABLE f IMPACT ..... ........... `r .....'` PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIDEANDOUT o o d INSIDE AND OUT .......... INSTALLATION ANCHOR xuj INSTALLATION ANCHOR --SEALANT BEHIND SEE TABLE 1 � O T` SEE TABLE I FLANGE BY INSTALLERL------SEALAN7BEHIND -..... Itu 6 m FIN BY INSTALLER Ui Z i HORIZONTAL SECT€ON C RORIZONTAL SECTION � � p 5 TYPICAL JAMB ANCHORAGE TYPICALFIN ANCHORAGE ... ' ( rn� HEAD AND SILL SIMILAR FOR FIN INSTALLATIONN >: }� 2!W! g d'i - CL w F'LL U w cc 1!4"MAX.SHIM I 'L9 U SEALANT BEHIND .... ..i i W FLANGE BY INSTALLER _ U:Q m 2 PERIMETER SEALANT c BY INSTALLER ; MIN.EMBEDMENT i yyyi711is; INSIDE AND OUT i SEE TABLE 1 �d E l�4 I A. esO P......... ' SUBSTRATE BY OTHERS NO 58201 L'A':` SEE TABLE t I MIN.EDGE DST. .. SEE TABLE 1 � *' A VERTICAL SECTION 6TATE OF _.. 5 7YP�ALSILLANCHO TABLE 1:APPROVED INSTALLATION FASTENERS 411112418 FRAME ANCHOR TYPE TN LUCAS A.TURNER,P.E. I NG£ CONCRETE(2.0 KSI Meet) Siff"TTW TAPCON " f-1tB" � FL PE*58201 F _ PERIMETER sEALANr—....... 1239 JABARA AVE. p2" • Y IIDET Ll NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MINL) 3115°ELCO ULTRACON 1• • • • • • i i PF#-9k1-3901574 FLANGE GROUT-FILLED CMU(ASTM C 90) 3r1S"ELC4 ULIRACON " 2-1r • • • • • • D HORIZONTAL.SECTION 3/#S' TAPCON • 5 BOX FRAME WuTALLATIONFLANGE 2X MIN.SMTHERNPINE(G=0.55) . • • • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION oR ELCO L�TRAeoN • +• •• INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PM 1p�0.S5) 1€10 WOOD SCREW ' 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,18 GAUGE(0.050•)MIN,STEEL STUD 010-iS HILTI KWIK-FLEXOR I WEAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: RAW DAFLANGE (33 KSI YIELD MIN) TEKS SELF-DRIUJNG SCREW08(1' 7118"... . ADE 14110/19 FLANGE 118•ALUM.(GD53-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING1EAD _ iEl.f14 EfC1�T Q�Z:pNSTRUCTIdN fiRADE ADHESIVE CAULK IS APPLIED118 STEEL(33 KSI MIN.) DRA UNG SCREW .i 25" ' OF/15" • • SIDE AMD OUT*FUbL.PERIMETER,BY INSTALLER. OV✓$871FIN 2X MIN.SOUTHERN PINE(G=0.55) dB WOOD SCREW • • • • : I�DWtINC�� E WINDOWS E IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET ....... ........... ii 1:2 • • • • • • • • • • • •• •• • • • •• •• r Florida Building Code Online Page 1 of 2 Fkx a( liir°°( SCIS Name I Log In LLw Registration Hot Topics.,, Submit Surcharge , Stats&Pacts .;;ccs rofcs g al umc PProduApproval C @ tTS�RPudic We, Regulation Product Aenrovai Menne> >Aoalkation List>Appli o tion Oetall FL# L14850-R2 Application Type Revision Code Version 2014 Application Status proved r Comments Archived I ? Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue •' •••0 Ocala,FL 34474 • • 100 0• 0 0 0 0•• (352)368-6922 • • • 10000 • ekoss0cws.cc •10 10 • • . •• 000.0• 1010 1010 1010•••• 1 • a Authorized Signature Koss Erin •••••• • i••••i ekossocws.cc •••• • • • • 1010•• •l •••••• • Technical Representative Erin Koss 1 0••• ••••• Address/Phone/Email 1900 SW 44th Ave. ****so ••i• •••••• Ocala,FL 34474 • (352)368-6922 Ext 291 0 000000 • • ekmQcws.cc 0 • • • •••0•• ••10••10 Quality Assurance Representative lay Lathrop 0• 0 ••• • • • Address/Phone/Emall 1900 SW 44th Ave. •• Ocala,FL 34474 (352)368-6922 Ext 291 t jlathrop@cws.cc Category xterior Doors t Subcategory winging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Gil Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 1 Validated By Steven M.Urich,PE �u Validation Checklist-Hardcopy Received f Certificate of Independence FL14850 R2 C01 E v31R a CWS-641B(Pr-8750.IMP , df , Referenced Standard and Year(of Standard) Standard AAMA/WDMA/CSA 101/LS.2/A•440 2005 ASTM E1300-04 2004 ASTM E1886-05 12005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products L0 Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use Installation Instructions Approved for use in HVHZI Yes FL14850 R2 It CVIS-541B(FD-8750,IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes .••. Design Pressure:+70/-70 Evaluation Reports • • Other.Large Missile French Door w/Sidelights,Max. FL14850}3? AE DuPont PVB N A 13-5129 27.od�••• ••••;• French Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight FL1485g RZ AE D_ uPont.,SGP N 04i24 02.Dd: • • 3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 Ar. vS IM ) • • FL148SO R2 AE Ouanex ikro Z-1017 0 .odf• •••••• Created by Independent Third PteptA idles• • • • Back Next •••• • •••••• •••••• •••• ••••• • Contact 05::1940 Nnrth Monroe Street Iplah&zALB_j2 alone,Mq-487-1e2a •••••• • • The State of Fbrlda is an AAJEEO employer. Le of Florida,;:Privacv Statement:: :9ad-LAV": d—L), • •••••• Under Florlda law,email addresses are public records.If you do not want your a-mall address released in response to a pullic-recoils request,0not send • • electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please c(ttact @S0.47.1395."ppuL�yant to •••••• Section 455'2750),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Ddaltment%0 an eXA.'d s�f • • they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do rpt supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee un er i Chapter 455,F.S.,please click herr`• Pmmktct Approval Accepts: M PR 13 { 1� 9 + i i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH l FzfcPouW... 6/24/2015 I URNVY T NM 1239 Jabara Ave. MR North Port,FL 34288 ENGINEERING& Ph. 941.-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8" nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44's Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the'5a' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. i :•.. Technical Documentation: . 1) This report,prepared by Lucas A.'turner, P.E.,at 1239 Jabara Ave.,North Port' F.L•. '••• •••• • 2) Approval drawing CWS-641 B, signed and sealed by Lucas A.Turner,P.E. •• .• •• . .. .. ...... 3)' Test Reports NCTL-210-3761-1,-IA,-1$,-1C,-2,and-2A from National Cerr a;testing • Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara, P.E. L� •••••• a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 104$*$0/9A440-;.••*0• ,••••• 2005,and ASTM E 1886/1996 2002/2005 •••••• *000 ••;••• 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Tpp?er,P.)z..;. ...... ...... . • Installation: Units must be installed according to approval document CWS-641B. . ....:. Limitations of Use: This product: •..• : ... :••• • Maybe used in up to 79"x97"XX sizes,40"x 97"X sizes,and 36 3/16"x97"Sidelite sizes, •• with glass types and max.glass daylight sizes as shown in CWS-641 B • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.411-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 ` • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5a'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. * iDROV �1plof111$ J1 �„i.nsq®"`, t' No 58201 yid A 4/18/2,.041-^5 x Lucas A. Turner,P.E. STATE OF ")�� 4. FL PE#58201 /L y u, t?1;•"t'� +�' Lucas A.Tumer 2015-04-18 22:03-04:00 k :#�llltttttltl' I , ~ ' ^ ° ' FACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(PBC),CURRENT INDOWSYMMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND i 1900 SW 44TH AVE, IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA u474 79"MAX FRENCH DOOR WIDTH 36 3fl W MAX, IN ASTM E 1996 PER THE FBC, WwW.CW&CC SIDELITE WIDTH 2.GLAZING OPTION&(SEE SHEET 4) PANEL IDTH PANEL WIDTH WiSIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) GLASS DLO SWING DOOR GLASS DLO mrSIDELITEIS),SIDELITE NOT ATTACHED. -F 4LOCK OPTIONS: Lip TO ST: sq. 9r A.DOUBLE BORE WITWO(2)INTERIOR FLUSH BOLTS, MAX. MAX. HANDLE SET a as, UNIT UNIT 8,MORTISE LOCK W TWO�2)INTERIOR FLUSH BOLTS. IGHT. E HEIGHT HANDLE SET@ 34* a E C.MULTiPOINT(4 PT) C 94 518* HANDLE SET 0 34' PA EL INACTIVE PANEL PANEL A.MULTIPOINT(5 PT.) 83 5/8" 5.DESIGN PRESSURE RATING: SEE GLASS GLASS TA13LES ASTM E-1300-04, -Im! ul NOTE 4 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND INFILTRATION TEST PRESSURE AND GLASS TABLES 6.ANGHORAGE:T4E 33113%STRESS INCREASE HAS NOTBEEN USED --- 11 D 37 W MAX IN THE DESIGN OF THIS PRODUCT,SEE SHEETS 11-12 FOR AJNCHOR FRENCH DOOR PANEL 26 SM' 7'. SIDELITE DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. CLASS DLO UTTERS ARE NOTE: NOT REQUIRED. alz NO. T HINGE SPACINGS ARE 8-112' 97* FROM ENDS AND 20-MAX.O.C, 9,ALl-FRAMES ARE PROCESSED AND SCREWED TOGETHER, PANELS MAX 20" FOR 81"TO 97'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. UNIT STATE F (0 C- HEIGHT 4 9.SERIES I MODEL DESIGNATION SD-8700,FD-8750,SLT-8710 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 953116 X-OPERABLE SASH 0-FIXED SASH MAX HEIGHT I I SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR 84 3/16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,RE, GLAS SEVERE WEATHER. DLO SEE NOTE 4 13,QUALIFIED ALTERNATIVE LOCKSET,,DEADBOLT HARDWARE IS 1239 JASARA AVE. GRACE 2 BY PAMEX AND DELANY, NORTH PORT,FL 34208 :4-j.Aj PtNEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR -8RLr r-orscnlvrib�r- _MLTL6ED UNITS. TABLE OF CONTENTS SIN GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS 1-3 Lucas A. -W�­MAX. PANEL SIZE DES]dN—PRESSURE RATING IMPACT RATI Tumer GLAZJNG DETAILS, ( ^ANCHOR SCHEDULE&NOTES-;..........A0 FRENCH LM�E elISILE IMPACT CWS-641 41DELITE 33-5/8"x94-5/8" -��HEET =r ° ° ° ° °= ° ° ` ° * ° � o o ° o °°° ___ ..................... ._-_._.._..__........................_... ....................... ................... ................. 151 V8'MAX,UNIT WITCH 363116'MAX. _ 79' •»: I SIN �9S SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 1 94K7 SW 44TH AVE. i 3358" X37518"MAX--I � � W4VWCFLORIDWSCCA34074 PANEL WIDTH ( PANELva1D'CH I - MAX. 8700/10/50 PVC SDOOR UNIT i II IMPACT HEIGHT j 1 94 518" Ell 0 x }�" Q PANEL HEIGHT I HEIGHT —' ( q EIGH SOLT 9351T* SEE ON ty= DOOR 6' w GLASS i PANEL - NOTE4 GLASS DL.fl 8HT I YI DLO «....... I i l , w GLASS DLO GLASS 01.0. i ¢ FRENCH DOOR.wISIDELiTES 1 3 ' -1153148"MAX.UNIT WIDTH —7&3116 -- *a� 4A�R q'r ........ "MAX UNIT WIDTH e` ..•. 363115"MAX. _. »_..._____.._... per?, �G N E �Zfis SIDELITE WIDTH [( MAX.f-RENCH DOORWIDTH 40'M SIDELRE WIDTH W!D NGLE ai Na 5&2tli A 33 518" MAX. ............. ................ -- — _ t37 5/3• M P ++ d MAX. 3351$ AX. ..... 37 6V M� y E PANELWIDTH DOOR WIDTH PANEL WIDTH DOOR W ID:TH .............. s STATE OF g 40 97 max ° O • '�`�i"• ' s MAX. 97" UNIT MAX, HEIGHT UNIT y HEIGHT !, ! _40_812015 ......._._. 34 Lr ' 9 L: PANE �LUCAS A.TURNER,P.E. SI.DELITE 0 �� � 85 3116" 51 ELITE i HEIGhiT HEIGHT X HEIGHT i 5 6i I PANEL Q EIGH F!-PE 8,82 93 51$" [ -F 11.xFiLl H 2AVE, _ HEIGHT s 39 aABAfiA A �l gpLT ' .... NORTH PORT,FL 34 ! •• ••• • • • v�• 8319D 6- SIDEI_II ! ; I Na 96` ( PH.9d1-38g 15?# GLASS I SEE raACrsvER •• u�Sg E 5EE GDOOR LASS iRixE T i... ' DLO �NOTEE PANEL GLASS • •• • • • • • • NOTE# • • • • • • • • • 511771. DLO GENERAL NOTES AND _ •• ••• •• • • • •� —EELEVATIONS DRAWN BY; oa'r 22 518' 26 518' 2251W ..... 213 5F8" .•_ ADE D8Fb8ti t GLASS DLO GLASS DLCO • ••• • ••• • • GLASS DLO GLASS DLO bwi3r _ _ u • • 00* • • • • SINGLE DOOR WMDELITE CWS-841 9 FRENCH DOOR w/S1€�ITE • • • • • • • • • • • •• • •• • • • s SHEET ••• • • • ••• • 1:35 2 OF 12 0:0 •• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • _ ...................... ..................... _�_.........._......_ 40'MAX.SINGLE •.•-... H ... 79"MAX.FRENCH DOOR WIDTH - 363115"MAX, , ..._._......... DOOR WIDTH S':DELI7E WIDTH I ;LTi M 37 5/a"MAX. .......... -• 37 618'MAX. OCA LA,WIDTH PANEL WIDTH PANEL WIDTH I LTH AVE. LA,FLORIDA 34474 26518" - ± 26518" 22518° N/WW.CWS.CC GLASS DLO GLASS DLO GLASS DLO NOTE: .:.................... a 1fl2" HINGE SPACINGS -.. . - 87()0/10/50 7()}f 1 T3fsU AS1�C _._ 83" FLUSH I AR"c 8.1:2"F'�fpM BMAX. FLUSH MAX. SWING���1;'A MAX BOLT ' 215N6' ENDS AND 21-5116" UNIT �I BOLT IMPACT UNIT MAX.O.C.UP TO UNIT HEIGHT; ; HEIGHT HEIGHT I 81"UNIT HEIGHT. I Ij L........._.... i 79 iii 6" 78 SB" Y PANEL X HE€C3 I X ' X PANEL I u 3 1 HEIGHT 414 HEIGHT o o t 68 3116" 88 3118' 87 W GLASSSEE GLASS SEE GLASSIw .. DLO NOTE 4 DLO NOTE 4 DLA SHT 1 S4T I !d m j -............. , ............ 81x`2" =u u. I SINGLE DOOR FRENCH DOOR SIDELITE j [ ¢ m O a a a. € F w�cc ma 7 AX .-......-...........151 X F MNCH DOOR WI �--'- 38 3'16"MAX. ._.. 1 ____.._.___..._. .................. � 40'MAX.SINGLE �a;���4~iroM1F���'�y�S 1+—-•---. 123W MAX.UNIT WIDTH �� ,DREW 38 3116"MAX, j 79"MAX,FRENCH DOOR i'61t3TH �- a @ I SIDELITE W IDTH DOOR WIDTH c�l(st ' I SIDELITE WIDTH "+•".r: tto 593201 s fjyt 33 WW'MAX. 37 5:'8"MAX--f 33 St8'MAX _..._........ 87 5F8'MAX PANELN€D7H_-_^ PANELI'VIDTHi PANELwID'iH PA14ELWIDTH : STATE OF a1' FLUSH ` i —._.._--_� 81 MAX. BOLT MAk. BOLT i �ryri�S� Cy'•'�„" NIT UNIT i HEIGHT (.13!_18' Net+�eriini Ny FLUSH HEIGHT 79 3116' I I 7a&W DOOR DOOR I y PANEL 78 WW PANEL SIDELi TE Q X { HEIGHT S€DEL€TE © X HEIGHT q HEIGHT I HEIGHT j 67 5£" i 3}18" 6a 3118" LUCAS A.TURNER,P.E. 11 SiDEL1TE E I D©OR 87 518" III GLASS j SIDELITE DOOR 1 l FL PE#58201 GLASS 1239 JA&4RA AVE, NOTE DLO GLASS GLASS DLOI SIiT r �LO DLO NORTH PART,FL 3428$ • • • • • • •— �. PH 941-380-1574 ............... P L22 5.`8" ,&V •• • ••• • • ••• • GENERAL NOTES A E cNIND • • • • • • • • 4«22spa'-�. 265V GLASS DLO GLASS Ot_O •• 000 •• • • • ••GLASS DLO GLASS DLO ELEVATIONS i BRAWN W-7-..........(f3RTE: FRENCH DOOR WISIDEUTES SINGLE DOOR WISIDELITESADE ( 0910af11 • •• • ••• • • —......--++ty--7 • • • _ • • • • • CWSE41 1 • • • • • • • • • • SHEET --- .._........_. _......... • •• • 1:35 f 3 OF 12, or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - -- ..................... GLASS TYPES i MAX.t"T WNDOW xygTEmg HEIGHT SIDELITE SINGLE FRENCH 900$yV 24TH AVE. t» — I'OVERALL .......................___ _.. 1.OVERALL 81" A A A OCALA,FLOAlDA34d7d [ j 97, s e e www.cws.CC I 3116"TEMPERED i {•._._—.-........... 3f16 TEMPERED ... ........... -511F rU5PACE ' «_ 318'AIRSPACE8?C!O/10/5}PVC 1 ,......_-«:...__._._1pw LAMINATED I 7116'LAMINATED ' 1 WING DOOR I1 -""'. 3l1S'ANNEALED �•,•................'VI6"ANNEALED IMPACT Ag i DUPONT PV8 WTERLAYER 3tfG SENTRY ANNGLASS 10NOPLAST INTERLAYER ?..._.� I I ]� � # i ANNEALED y, i I �11 SiKA-SIKAFL.EX 552 or SIKA-SIKAFLEX 552 0r c� c liHEt�KEL-PLIRFECTGLAZE"H" ua I 3 HENKEL-PURFEGT GLAZE"H" ( I i f ! � .- 314"GL:,SS SITE .......... ..... I I !0 r � 3/4'GLASS 1 SITE !i ... _. ........... OC i[T i ins.(1___..._..........._..« .._.j_.i > X10......... ` wlw' '21 nia SEC � I 1 Q-1 j' t�itgatcrsayr, � 1+'s�, 117RE}+�r #s;+i `ms 's yGBAtg ,;A.*Sf� a N. B82cm g C.�•� ' STATE OF :,W i i •r F '•�G Ei 4D' `t'�w r�8�t1�r�NR1.�•��rwo w � ##3te/1lRlistif 3 E ............... 11L2n s LUCAS A.TURNER,P.E. FL PE#882171 I, 1239,JABARA AVE. ' € NORTH PORT,FL 32288 •• ••• • • • E •• P4.941-380-1574 • • • • • • si€f ossca3lprKX�; • • • • • • • • GLAZING DETAILS •• ••• •• • • • •• GLASS TYPE A GLASS TYPE B �WAWN I ' —DATA- — AbE I WOW 1 CWS-641 B • • r • • • • • • • _ .............. € _ • •• • •• • • • scat: SHEET 4 OF 12 • • • • • • • • • • ............._ _ -- ENTERIOR yy�Ny ,6N,8 71 1900 SW 44TH AVE. T til OCALA,FLORIDA 34474 W W W.OWS.CC 8700/10/50 PVC �........... —lf SWING DOOR ,>a M IMPACT ® _. 19 ii ........... -ice : ((g,: 1 2. i I0, a 1 4 1 b I> w 6I ,cc i l W W mT4. Qu i � SECTION VIEW B-B ICL m ¢ tNTEflIOfl v+4+N+y(1'RE... ALTERNATE i ALTERNATE 2 «9s: STATE of <+�+ Al I 1 5Q A�to s ; ri�NAl i+�+ 411 MORTISE LOCK wl FLUSH 80LT MULTIPOINT LACK LUCAS PE 8 58201 P.E . ® 1239 JABARA AVE. t�0 9 NORTH PORT,FL 34288 •• ••c • • • • • •• PH,941-380-1574 • • •• • • • • • =5&9EET OE&GRIMtdN: ' • • • • • • • • • SECTION VIEWS e •• 000 •• • • •• SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY; 65 -1 10-12,13,15-17,22,43,48,54,87-5B ADE 09/08/11 ••• • • ITEMS NOT USED IlVE�R3N SH�INN: x: RFv.: 1 SECTION VIEW A-A 2 3,&9,16-t 6<25 2 30-3,4, E4J,82,�6B,72,08 i CWS-,41 8 • • •• • • • • • • BfJ�: • •• • •• • • • SHEET --................... __......_....._.._ ................ ••• !..._...... • • ••• • 1 2 5 OF 12 ••• • • • • ••• • • ••• • • • ••• • • .............. -- - --... I WINDOW SYSTEMS 1900 SW 44TH AVE. CICALA,FLORIDA 3"74 www,cWS.CC .............. INTERIOR 8700110/80 PVC WANG DOOM 7 51 � � � � 1a t4 4 1 .7 IMPACT 'Y1y1 ..... U � Yo z1 i N z cc rz O u1 aaI-1 o Qa: @ t, L l j' 2� 1 `4 1 1 19 'E:JE`J d4 8 rD ¢ z 4tg;»tiaatyy� - •t'° t1RE #ir SECTION VIEW C-C 4`«eeq°�, �GESQ�?rrr Na 55201 ,, 5 'pro: Z'O: STATE OF f�W: r ...................... 4118/2015 LUCAS A.TURNER,P.E. FL PE 0 55201 1239 JABARA AVE. NORTH PORT,FL 34288 •• ••• • • • • • •• PH.941350-1574 • • •f • • f • • SHFErDESCRIPTIOW • • • • • • • • • SECTION VIEWS • ••• •• • • • •• FRENCH DOOR NOTE:VERTICAL SECTION SIMILARWN TO SINGLE DOOR,SEE SHEET5 (TERAS NOT SHOWN FOR CLARITY: 10-13,15-17,22,26-28,38-39,43,54,57 ADE 09108!11 F . • o• • • • w Y T '""" . _ ITEMS NOT USE&N V•F•RSION SM{•OWN:••• • • • • Y- 8-9,15-16,25,4 ,42,146,48,5t-"658,Ep,74,i 5•• i CWS B41 B • •• • to • • • SHEET i _............ if• • • • ••• • 1:2.5 8 O 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,;,,�� INTERIOR ""'0 rWEMS 1900 SW 44TH AVE " FLORIDAOCALk 34474 WWW. W W W,CWS.CG ` 8700/10/50 PVC f�}-p�� SWING DOOR of d0 IF#11PA47" d ..... o o K _ I x€ 4 SECTION VIEW E-E o. SEALANT APPLIED TO ADJOINING PACES { Y INSTALLER o B - INTERIOR kallo to, cft 010 HEX WASHER READ TEK JOINING DOOR FRAME TO SIDELITE. 0"PROM TOP AND BOTTOM w v. No 58201 t w I 17"MAX.O.C. +` « W -733. STATE OF �40 t «'� w O R t4}`pN`y``w rrrrrsgiCjHA;�,t3�s���. a � _att�tzul� LUCAS A TURNER,P.E. SEALANT APPLIED TO.....__ #10.24 x 1,V4"TYPE F FL PE t«58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE, 1238 JABARA AVE. BY MSTALLER SEE SHEETS 1 8 3 FOR HINGE SPACING. NORTH PORT,FL VE, •• ••• • • • • • •• 34288 • • • • • • • • • PH.841-380-1574 • • •• • • • • • SHEET OESOWPTIOIN: • •• • • • • ••• • SECTION VIEWS •• ••• •• • • • •• ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: LLA _....... I SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09l08t11 I ITEMS NOT USED IN VER"IeWN: • ••• • • i 'x: R - .1-3, ,28- ,30 38L j4 46.48-52,5569$ii,X3.79,74 76 T CWS-641 B _ - r • • • • • • • • • • • •• • •• • • • SGALE: _.................. ••• • • • ••• • SHEET 1:2 7 OF 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TTPART DESCRIPTION MATERIAL VENDOR ITEM PART# DE4CON MATERIAL VENDOR I PARTS VST // 77/}tt7f�imriryDy r/// 1.1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKETET,, PARTS LIST DOOR BILL,BACK FOAM HO PR�UCTS Y 2 1-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P-5134 SCREW,#10 1-314'FLAT SQUA E TYPE F @ H E FASTENAL nNDIOW STSTEMStS % 3 H-1858 ASTRAGAL,AC ,PV ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM Hp PROO{�7S 1900 SW 44TH AVE. 4 H•1860 REINFORCEMENT,VE . ALUM EYMARK 54 P-5157 SCREW#10-24 x 112',FI Untl•rcut PH,1833 QF KEEPER FASTENAL OCALA,FLORIDA 34474 5 1+1861 REINFORCEMENT,HORIZ ALUM KEYMARK 55 P-5158 BOTTOM EALUBBER AM WWW.CWS.CC 6 K1878 MAIN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 H•1880 MAINFRAME,JAMB ALUM KEYMARK 57 •5174 SCREW#8 X314'HEX WASHER HEAD,0 FRAM FASTS 8miQl }PSC 8 H-1881 MAINFRAME, ELITE @ DOOR ALU KEYMARK 58 P-5186 ISCREW#8-32x 1-1/4"PU M KEH,FL MS,SS @ PLUNGER SS FASTENAL 9 1.1900 MAINFRAME,SIDELTIE 0 JAMB,HEAD,SILL ALUM KEYM K 59 5-1783 THRESHOLD,HIG RISE ALYMARK SWING DOOR 10 P-3039 SET TING BLOCK 1/8 X 1 X2 FRANKLOWE 60 5-1784 INSERT,REINFORCEMENT ALUM KEYMAR IMPACT 11 LEX 552 or PURFECT GLAZE"H" SIKA-HENKEL 61 U-18W COVER,JAMB ANCHOR ALUM KEYMARK I 12 P-3503 SCREW#8 X 1/2'PH TRS S0 S @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL, IDELf1E ALUM KEYMARK 13 P-3511 SCREW#8 x 5/B"SO.PA TER 71ERDD BRKT FASTENAL 63 S-1617 DRIP CAP ALUM_ KEYMA W 14 P-3587 SCREW#8 X 1',PH FLA TEK @ ASTRAGAL,I L FASTENAL 64 S-1840 COV ,HEAD,ANCHOR ALUM KEYMARK j a 15 P-3767 SCREW,#10 X 1"HEX HEAD,TEK @SWLITE FASTENAL 65 S-1849 INSERT,INACTIVE ENL,LOCK HARDWARE KEYMARK + c 16 P-4146 SCREW#9 X 314 PHIL,FLAT SS TEK @ StDELITE SHIM FASTENAL 6fi 5-1859 ER,ASTRAGAL,FD ALUM KEYMARK x w 17 P-4278 FUZZY PAD,200"x 1.250"W/ADHESIVE UL AB 67 S"1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK ¢ m 18 P•4522 #10 x 1 1/4',PH FLAT, .HINGE @+PANEL FASTENAL 68 -9-1—165 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK 19 P•4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 B WEEP ALUM KEYMARK 20 P•4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 5-1916 DRIP COVER,SWEEP ALUM KEYMARK v o y 21 P•4794 SCREW#8 x 518"SO.FLAT TEK @ INSERT ATTACH FASTENAL 71 5-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MWRON 22 P-48M ALL THREADED ROD JIEROD} McMASTER 72 5-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC I MIKAON s O crW 23 1 P-4807 I HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD{t") PYC MIKRON a a F 24 r+aeoe woos HINGE, ET HOPPE 7d 11888 REINFORCEMENT,VERT.,SINGLED R ALUM KEYMARK j w a 25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,0 SIOELITE AMESBURY 75 GLASS SEE SHEET 4 I a q v 26 P-4M LOCK STRIKE PLATE PADDOCK 76 1862 REINFORCEMENT,VERT. ALUM KEYMARK n a > >i0 27 P4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 Mfl E LOCK PADDOCK 28 P-4866 GUIDE,TIE ROD NYLON M&M < z 29 P4871 TIE ROD BRACKET ZINC' SULLIVAN -------- _ 30 P4885 SHOOTS P PADDOCK 1111 +y+ Lt1ttM 31 P-4886 SHOOT BOLT,BOTTOM PADDOCK RE 32 P-4851 LOCKBAR,INACTIVE,8 FT PADDOCK mV .�CBNg ,y �i�� 32 P4884 LOCKBAR,MULTFPOINT,5PT,8 FT PADDOCK i J* No 58201 031 32 P•490t LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK ,#. * "y A z 32 P-4902 LOCKBAR,INACTIVE,61 FT PADDOCK 33 P•4903 HANDLE SET,ACTIVE PADDOCK 9 t STATE OF Ftu 34 P•4905 ANDLE SET,INACTIVE PADDOCK ••n�;rZ p R tO.T' 36 P•4917 CAP,ASTRAGAL, M&M 35 P-4913 WSTP_50X50 FOLDEDIDELB SEAL @DOOR NYLON S EL I +,+,ss++IfFinit` 37 7-4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M f.Z 38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLO M&M 39 P•4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 5 40 P4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E, 41 P-4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P4930 SCREW,#10 X 1-114'HEX HEAD TEK 0 SIDELriE ATTACH FASTENAL 1239 JABARA AVE 43 74933 NLR,3B"-16 FLANGED W/SERRATED UP,SS, PANEL McMASTER NORTH PORT,FL 34288 44 P-4934 SCREW,912.24X1/2',PH FLAT,MS,0 HINGE FASTENAL •• 000 • • • • • •• PH.941-380-1574 45 P4936 DOOR KNOB,ACTIVE PANEL DELANY • • go: • • • • • apru 46 P-1937 DEADBOLT,ACTIVEPANEL pELAP1Y • •• • • • • ••• • 47 P4969 SCREW,#10X2'REINF.ATTACH. FASTENAL ••• ••0 ••• ••• 0 • ••• BOM 48 ;4997 STRIKE,DEADSOLT PADDOCK 49 P-5127 SCREW,#12X2',PH PAN,SMS,ANCHOR FA3 DRAwN ery.. DATE: 50 P-8130 IGASKET,DOOR SILL,FRONT FOAM I HO PRODUCTS ADE 09/08/11 ' -ALTERNATE APPROVED LOCKSETS: _ •• i • f PAMEX GRADE 2 LOCKSET AND DEADBOLT • • • • • • • • • • CWS 641 S • •• • % • • • s SHEET 000 0 000 1:1 8 OF 12 ' ^ - ' 2 7116' 4 911 131 1900 Sly 44TH AVE. illir OCALA,FLORIDA 34474 THRESHOLD-1783 HEAD COVER-184o 87W/10/W PVC slir Sir SIMNG DOOR IMPACT 2 7116' 600 1116� FRAME COVER-1806 FILLER-1784 vu 5 Lu DOORSILL-1878 PVC DOOR PANEL-6083 Z. PVC GLAZING BEAD-$034 7 tri M UL 4 51161 lu DRIP CAP-1817 491167 REINFORCEMENT-1861 REINFORCEMENT-iRSS BASE SWEEP-ISIS 1 112- 21 IF 2 1511w DRIP COVER-lgiiS 111w J ............. LUCAS A.TURNER,P.E. No Sm NORTH PORT,FL 34288 PH,941-380-1574 27 im. INSERT,FRONT-1864 DAAWN BY: 1 lie* �IDEUTE-1000 1 1­1 ADE INSERT.INAC-�IVEPN'L-1849: owo*: - - NOTE:ALL EXTRUSIONS ARE 6063J6 ALUMINUM SHEET � ................ ( WINDM SYSTEMS I III ANCHOR MLOSPAN{TVP.) (TYP.) € - -� •f �+ a'{TVP.} SW 6"MAX.(TVP.) - ANCHOR MIDSPAN(TYP,) 'OCAFLolaa aaa7a G'MAX.(TYR) ' ( —.—,.{ .. 4"(TYP.) � � .........._ !! WwW WS cc 2`{TVP.) 'WOOD/METAL S MAX.(TVP.) 2 (1YP.j WOOD(METAL MAX(TYP.)— r,- " 8700/10/80 PVC SEE NOTE 2SVVIItI(,`�DOOR E T € SEE NOTE 2 I. IMPACT ... EE 17 [II � f C. P ) IINSTALLATION x oMAk.O.C. ANCHOR(TVP., 17'MAX ANCHOR P,(TVP.) INSTALLATION O. o x o o x ......... �v;r� d E � 7J a o N! Q n '7I ¢ WI —na rL Qip�I u@ I SiDELITE DOOR SIDELITE SIDEUTE DOOR DOOR SIDELITE ¢I AA{CtiOR LAYOUT-1FtANGE} ANCHOR LAYOUT-!FLANGE,, ` m 'L 2 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL]INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. 0VO01DREW No M201 NOTES: � ?L�'AQ"� BTATE dF �Wti t t.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��.P ;.C;�,Q"• �*t 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARINO SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 1 t. ............ 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION, FL PE!t 5$201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHSLESSTHAN THE NORTH PORT,FL 342$8 MINIMUM SPECIFIED IN TABLE 1,SHEET 11 •• ••• • • • • • •• PH.941 9811 1 97a ,f,, • • sHerarD PT r 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR OONCRETE/CMU OFA�€INGS, ,rrf��ooEQA•AF�YT•yH�t'&4AI p WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCK$%ETWft A9E aRQDUQT AWDEUBST*ATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF i X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. •• ••• •• • • • •• NOTES .......... ?.A MINIMUM CENTER-TO-CENTER SPACENG SHALL BE MAINTAINED BETWEEN ALL FASTENERS'4'FOR IIAASONRY,4-3116'FOR HINGES(ALL SUBSTRATES).t"FOR WOOD AND MEl'AL. ADE 02108!11 8.WOOD OR MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT QR EER Of REC4Pg&ND INST&LLED TO TRANSFER WIND LOADS TO THE STRUCTURE. WG e:........ R SUBSTRATES SHALL.MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE A D h RY SWBSTRATW MAY NOT BIi C%ACkED. — • • ••• • • • • CWS-641 B 9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTWERS F;-LOYMNC*TH!CURRENMERMN 0:Tfr REFERENCE DOCUMENTS: SCMAL SHEET FMA(AAMA 100(FiN WINDOWS),FMA/AAPAA200{FLANGE WINDOWS), FMA"WDMA250(BOX WINDOWS),FMIUAAMKI*DMA81XV rERIORDJORS:• • �..................... ------------- ........... .........._.. ••• ••• • 1:8 10 OF 12 • • • • • • • • • • ...... ................ -........... TYPICAL HEAD ANCHORAGE —714"MAX,SHIM MIN,EDGE DIST. INTERIQR "—"" a SEE TABLE I MIN.EMBEDMENT 130NV$YSTEM$0 SEE TABLE 1 CONTINOUS DBL 174"BEADS OF SEALANT ---- 1800 SW 44TH AVE, AROUND PERIMETER AT ALL INDICATED OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE I MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE WWW.CWS.CC SEE TABLE 1 BY INSTALLER, MIN.EDGE DIST. ................ SEE TABLE 1 I 8700/10/50 PVC ........... SWING DOOR — } INSTALLATION ANCHOR PERIMETER SEALANT SEE TABLE i IMPACT BY INSTALLER '-174'MAX.SHIM IN12DE AND OUT INTERIOR / `a I� LJ I r a ...._......... ........ pQ CONTtNOUS DBL 114"BEADS OF SEALANT ---- -----NSTALlATION ANCHOR HINGE ANCHOR , ._.... 1D W...... AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 m BY INSTALLER, - m i HINGE MIN,EDGE DIST. V1 i j SEE TABLE 1 z' I LL. QI PERIMETER SEALANT BY INSTALLER -- Z > INSIDE AND OUT - HINGE MIN:EMBEDMENT i w w Q Q PERIMETER SEALANT SEE TABLE i :a a BY INSTALLER SUBSTRATE BYOTHERS _. INSIDE AND OUT _......_ SEE TABLE I i H ' # B HORIZONTAL SECTtOK, � I i i I -s 11 TVPM.AL JAMB/HINt3E ANCHORAGE � a a� �I MIN,EMBEDMENT SUBSTRATE BY OTHERS— SEE TABLE 1 �. SEE TABLE I � , 01DIREW .` S P rytG E N Sys;G Pn,yGw i MIN.EDGE DIST. 2-1.,91.1&_". 6112"(TYP) { No 58401 SEE TABLE 1 ANCHORS THRU $ S A VERTIGALSECTIONiii 1r HINGE(TYP.) w g; 11 TYPICAL SILL ANC1409A %�P*- STATE OF TABLE 1:APPROVED INSTALLATION FASTENERSr°per;l R 10 `<ySw SUBSTRAT E DIST. y���SO nAaO�w IF CRETE(2.$5 KSI MIN.) 1F1"ELCO ULTRAOON 1.3/4" 2-112' y•� 1/4"ELCO ULTRA 12" 2X MIN.SOUTHERN PINE(G-0.55) 114•ELCO ULTRACON 7.316" 718' gEE-215116-NOTE 2)(MN.SOUTHERN PINE(G--0,55) 912 WOOD SCREW 1318" 778` LUCAS A,TURNER,P.E. 16 GAUGE(0.060")MIN. #12.14 WLTI KW IK+EX OR ITW FULL THREAD Fl.PE#58201 STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0-060" 1r` 1239 JABARA AVE, NOTE: 118"ALUM. • •• • •• NORTH PORT,FL 34288 (6063 T5 MINI.)j�i #12 GRADE 5 SELF-TAPPING, FULL THREAD AINQQE A fN S E PH,841-380-1574 118"STEEL(33 KSI MIN,) DRILLING SCREW THRU 0.125, 112 J ay I12• RdM•NL i HINGE ANCHORS INTO CONCRETE(2.65 KSI MIN.) 3116"ELCO ULTRACON •11.5 WoMAt QC,SGR•UP TO 81"UNIT HEIGHT. j�T�ESORI�N-- 13 4" 23!2" • 10"• WAX OIC.POP OVER Ill"UNIT HEIGHT. INSTALLATION DETAILS I HINGE ANCHOR INTO HOLLOW OR G UT-FILLED 3116"ELCO ULTRACON •• ••• •• • • • •• DOOR CMU ASTM G90) 11/4" 2.1j2" HINGE ANCHORS! 2X MIN,SOUTHERN AWN OA ; PINE G-R55) #t0 WOOD SCREW 1-3(8' '/8" HINGE ANCHORS INTO t6 GAUGE(0.080')MIN. #1018 HILT7 KWIC-F XOR ITW FULL THREAD • ••• • ••• • • ADE 08f08111 112' STEEL STUD(33 KSI YELL)MIN) TEKS SELF-DRILLING SCREW -THRU 0,060" • • • • .• •' • CHINGE ANCHORS 1r8'ALUM,(6463•S MIN. OR #10 GRADE 5 SELF-APPENG 1 FULL THREAD • ••• • • • • HINGE LAYOUT CWS-8A1 B ) • • • • • • • • • • 1:30 118'STEEL 33 KSI MIN. DRILLING SCREW THRU 0-125' 112' • •• • •• • • • 8 —...................._ ...... • • • ••• • 1:2 11 OF 712 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .................. ......................... + TYPICAL HEAD ANCHORAGE tNTER7gR � 114"MAX.SHIM � MSN.EDGE DIST. -......__...._ _: MIN.EMBEDMENT ��My�m SEE TABLE 1,SHT 11 SEE TABLE 1,BHT 17 1900 SW 44TH AVE. CONTINOUS DSL 1/4"BEADS OF SEALANT _..... j 1900OCAS E. AROUND PERIMETER AT ALL INDICATED 1 WWW GWS FLORIDACC RI SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,BHT 11 MIN.EMBEDMENT BY INSTALLER: I MIN,EDGE DIST. SEE TABLE 1,SHT 11 L SEE TABLE t,SHT t i 8700/10150 PVC INSTALLATION ANCHOR— _.._..�. " NG DOOR i 1 _...._... i PERIMETER SEALANT SEE TABLE i,SHT tt BY INSTALLER 114"MAX.SHIM IMPACT INSIDE AND OUT ...., � SNTERIOR i CONTINOUS DBL 114'BEADS OF SEALANT ' AROUND PERIMETER AT ALL INDICATED .......... INSTALLATION ANCHOR w POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 w G m BY INSTALLER I s� .Z I v o (J) PERIMETER SEALANT BY INSTALLER INSIDE AND OUT ac oc ©€� � _:tr PERIMETER SEALANT-- BY INSTALLER SUBSTRATE BY OTHERS.._.... INSIDE AND OUTSEE SEE TABLE 1,BHT 1101 11 p HORIZONTAL SECTION j i 2 TYPICAL JAMB t HINGE ANCHORAGE cui ON.EMBEDMENT p SEE TABLE 1,SHT 11 SUBSTRATE BY OTHERS— m!.z SEE TABLE 1,SHT I I asaaaa�jCRE4y i'0$,ir . ......._MIN.EDGE DIST. �e°°4 .��GEAI$�•���/e� i J`�t No 58201 S+ I i SEE TABLE t,SHT i I C VER7FCkL SECTION-................... t I 121 TYPICAL SN.L ANCHORAGE *; &TATE OF t lk'4t�.(+p iONA �l�fiai —_4/1812015.........._ LUCAS A.TURNER,P.E. FL BE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 •• ••• • • • • • •• PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • INSTALLATION DETAILS •• ••• •• • • • •• SIDELITE i iDRAWPf HY; ""'" OATS: I ADE 09/08111 • • •G• • — • • • CWS-641 8 • •• • •• • • • scxLE SHEET ........................ ........................ ......__.........••• • • • ••• • —� 1:2 12 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 • NOTICE OF ACCEPTANCE (NOA) www.mlamiaaae.¢ov/economy Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 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 r 'Section (In Miami Dade County) and/or the AM (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 intrlediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 9RE14 reserves, bho.rtght to••.... revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that thjs ploluct or • material fails to meet the requirements of the applicable building code. •••0000 •• •• •••••• a This product is approved as described herein,and has been designed to comply with the 1F?dt'idifBuildingCode, including the High Velocity Hurricane Zone. .• •+ :...% ' DESCRIPTION:Aluminum Outswing Entrance Door-LMI ' APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum OutswingEIMance Dbte,sheets ••••;• ' I through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Cafl3(Wion,signet!!and '. sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with Ie.NUice of* �••' I Acceptance number and expiration date by the Miami-Dade County Product Control Seori�m :9-9: MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water'ratings in sheet 2, 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate I approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control kpproved",noted herein. 1 : 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. 1 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. i 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 at�thhejob site at the request of the Building Official. s NO�ocum�eninen �tone 0303.09consists of this page-1 and evidence page E-1 &E-2,as well as approvaa ove. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. . i NOA No. 15-0729.14 MIAMI-DADE COUNTY • t1 Expiration Date: June 10,2019 Approval Date: March 3,2016 ti`tib )Page 1 r r � Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No. W04-01 Rev D,titled"Altiminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 2Q3-94 •••• . .... ...... along with installation diagram of aluminum outswing door,prepared by HuxAc$ne Engineering •• Testing Inc., Test Report No(s). HETI-08-2021,08-2022,08-2023 and OR.3034,all dated-: ....:. 03/15/08,signed and sealed by Candido Font,P.E. s.G.G. • (Submitted under NOA No. 09-0310.15) 4 00000 • Goes ., ..... 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 ••••G e G••• •G;••• 2)Uniform Static Air Pressure Test,Loading per FAC,TAS 2Q2-V.4 ..o.. 3)Water Resistance Test per FBC,TAS 202-94 •••••• .• 4)Forced Entry Test,per FBC 2411 3.2.1 and TA8`202-94 ;••G;G •••• • 5)Large Missile Impact Test per FBC,TAS 201-94 .•. :....: 6)Cyclic Wind Pressure Loading per FBC,TAS 201*94 G ••�; • along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda;P.E. (Submitted under NOA No. 08-050710) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No. HETI-04-T100,dtd 01/29/04, tested per ASTM E8-01, signed&sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) ' E. MATERIAL; CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glas OO (Clear and White)Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Inc. for their"Butacite PVB Interlayer",expiring on 12/11/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-1 A I { Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE.SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 &no financial interests,prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries, Inc.,for their Aluminum Outswing Entrance Door -LMP', approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal#07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) •••••• •• •• •••••• • •••••• •••• ••••• •• •• •••• •••••• • I s 3 � k Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 3 1 �. (4)ANCHORS - --_----- 42. AT MTC. STILE ENDS 75 3/4" o SEER TES DTI NOA j� i i FRAME WIDTH AT 3"O.C. FRAME WIDTH I j ji RATING KAYO DETAILS�j I I 13"MAX. 13 MAX. 5"MAX. A I II I I HEAD/SILL DOOR HINGES W Z I I` ul -- ---------- I I I HEAD/SILL SURFACE NTINSAPPLIED, SEE SHEEP 2 A HEAD/SILL HEAD/SILL fl, o 0 5" FALSE MUNTINS FOR QUANTITIES CORNERS Q f a s I A MAY BE USED k CAPACITY _ CORNERS ,T - -- -- - ----- - _____________ _ U _—_________- o G I ry p -u--/ II / li I / \ LL--- v 1'<M 0 L n p 0 um1 J / n SEE SEPARATE NOA I� I / ll \ J OV ly FOR SIDELITE I ACTIVE IN—AW41VE Q�iI.iP LE.`p ti / AL(EAFE RATING AND DETAILS �I I / LEAF LEAF \ y Oa cii O O II � m II ♦ � n ' 1--�---__ \ �' —_ '^ Z w W wp, t ¢M Irk II Ir B I B \\ ------------ I Z _N Q I N ()t,iwn O F Z 07 Y DOOR HINGES h g FOR QUANTITIES mym} MIAMI-OADE COUNTY mw J N & CAPACITY 31 3/4" $d APPROVED MULLION 29" 29" iv o ¢ W d ri r O SEE SEPARATE NOA O.L. OPG. �' ,� D.L.OPG. D.L. OPG. 0 n 3s 1/ ALUMINUM OUTSWING ENTRANCE DOOR DT A 3/8" 36 3DT LEAF WIDTH LEAF WIDTH LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS (3)ANCHORS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES AT WTG.STILE ENDS o USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3"O.C. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN °o o o COMBINATION WITH TRANSOMS USING MIAMI—DADE COUNTY APPROVED8 MULLION IN BETWEEN. C b LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m . REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• ••• • • • • • •• ^o S o HURRICANE ZONE (HVHZ). •• v o� 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • •• • • • • ••• • — � TO TRANSFER LOADS TO THE STRUCTURE. ••• •• •• 0.0 ••• '0 0 E�gr.JAVAD AHMAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN AL DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. rRODUCT EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA.PE/70592 n toleprH.RwNA.HeMbrld� CA .3538 Raldlap Cod. NOT PART OF THIS APPROVAL. • ••• • ••• • • 4—pl.."Ne_)S�J�I _- _ _ • • • • •�• •• • — EglM.nko OohT Q 7e1� $ % A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. - • • ••• • • • • +t1'A4,a ., 9 ALL • •:• i • •: :•• : • • '�� S'SHIMS TO BE HIGH TPNON—METALLIC NON—COMPRESSIBLE. � Oo. MATERIALS INCLUDING BUT LIMITED ED TO STEEL/METALSCREWS. THAT :•• • er.oacer o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04-01 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet hof 5 0:0 or • •• •• • • • •• •• ••• • • • ••• • • (� o ITEM/ PART# RECD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ER006 AS REDD. DOOR FRAME 6063-T6 - 1� p 2 ER012 AS REDD. DOOR LEAF 6063-T6 - a9O 3 V71566 1/LEAF DOOR BASE BOARD 6063-T6 - Z n 3 4 VZ-1483 1/DOOR FRAME SILL 6083-T6 - F 5 - 1/DOOR SILL BASE 6063-T6 - f N 6 VZ-1481 AS REDD. ASTRAGAL STILE 6063-T6 7 VZ-1535 4/LEAF GLAZING BEAD 6063-T6 - C U B 2801 AS REDD. GLAZING GASKET EPDM DUROMETER 7535 SHORE A n,C / \ 9 - 1 SHEAR CLIP 6063-T6 / / \ 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO 0 r 11 0060OX 4/LEAF HINGES ALUMINUM GIESSE 0 0 M 12 #10 X 3/8' 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS CIO M 8 13 - AS REGO. BULB W'STRIPPING - - 0 \ \ \ / 14 #10 x 2' AS RE00. ASSEMBLY SCREWS - HH SELF GRILLING a' -O 15 1#12 X 1-1/41 FRAME ASSEMBLY SCREWS - SMS Q w;LL LLE\ \ LL .AA� Q W e1� F 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16" HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS n SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS o .090' Interlayer 100' Interlayer DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE 'B' DOOR SIZE GLASS TYPE'A'OR'B' Kuroroy Butocite PVB Kuroroy SentryClas .J." V WIDTH HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EX-,. (+) INT. (-) WIDTH HEIGHT EXI. (+) INT. (-) By 'Kuroroy America, Inc.' By'Kuroroy America,Inc.' Z • 2/6 75.0. 85.0. 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16"HEAT STREMD GLASS 3/16"HEAT STREN'D GLASS O a In 3/0 5/8 75.0 55.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 w w U v 3/6 75.0 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 Z Ham„ ro 2/6 75.0 85.0 2/6 100.0 140.0 6/4 1 75.0 75.0 d 1 �w li SILICONE F SILICONE 3/0 7/0 75.0 85.0 3/0 7/0 100.0 140.0 5/0 8/1 75.0 75.0 Z m GE'SCS 2800 i m GE SCS 2800 w 3/6 75.0 85.0 3/3 100.0 140.0 6/4 75.0 75.0 rn SILGLAZE II N SILGIAZE II Z -N Q M11 2/6 75.0 85.0 2/6 700.0 140.0 LOADS SHOWN ABOVE ARE FOR yyy yg I 3 S^O 3 0 8/0 7 5.0 Of 3/O B/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRA71ON 8 ii co g ' F C.I 4)w e RESISTANCE IS NOT REQUIRED. ' "1 i��' W Z^ 3/6 75.0 85.0 3/3 100.0 140.0 F-Z a LIMB EXTERIOR(+)LOADS TO 48 PSF ii � 0 g�- DOORS APPROVED FOR I NS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. IS REQUIRED. IS REQUIRED. LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT AcrIVE LEAF: GLASS TYPE �A' GLASS TYPE �B� 36"FROM BOTTOM, KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART#02181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT - GLAZING OPTIONS _ EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH (4) #10 X 1-1/2'SMS. I TOP AND BOTTOM OF ACTIVE LEAF PART#02151 o ATTACHED WITH 4 8 X 1-1 2"SMS. o R P' STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE O A / 1-1/4"% 1/4"X 16-1/4"LONG 36"FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE - ATTACHED WITH (2) #B X 3/4'SMS AND THUMB TURN ON INTERIOR. 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR m g STRIKE PLATE AND THUMB TURN ON INTERIOR. HINGES SINGLE DOORS: 1-1/4'X 1/4"X 16-1/4" LONG o TVD-HANDED COMB HIND ATTACHED WITH (2) #8 X 3/4" SMS INACTIVE LFAF NOTE: EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT GLASS CAPACITIES ON THIS SHEET ARE BY'GIESSE' HINGES SINGLE DOORS: TDP AND BOTTOM OF INACTIVE LEAI,1••P1 41'bl1:8 • • • • WED ON ASTM E1300-09 (3 SEC. GUSTS) a (5) PER LFAF ATTACHED WITH (4) #8'X i-t/2" MS. • • • • • •AND FLORIDA BUILDING COMMISSION `o o AT 6', 12', 35", 63-1/2"AND TWO-HANDED COMB HINC •S • •• • • • • •DECLARATORY STATEMENT DCA05-DEC-219 C 92-1/2-FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 • •• • • • 000 • O / BY'GIESSE' HINGES DOUBLE DOORS: • '• • • • • • • (7)PER LEAF AT 7/0 AND 8/0 DOORS •• *00 •• • • • •• o TWO-HANDED COMB HING A7 Y, 9'AND 2. ONE FROM EXTRUDED ALUMINUM BRIDGE 2 Engr:JAVAD AHMAD PRODUCT1 MUD 12 r TOP AND BOTTOM, ONE AT MIDSPAN CML Af camP�^•log wk►yr pj d6 1 n BY'GIESSE' FLA PE yy 70592 (6)PER LEAF AT 6/8 DOORS (5)PER LEAF CA.N.3538 8"n1m[:•"o6r A7 3".9'AND 26-3/8'FROM AT 6", 12', 35". 63-1/2'AND • ••• 000 • • 4acpinnrr N"15N q.ly n « r TOP AND.BOTTOM 92-1/2"FROM TOP OF DOOR • • • • • • • - i,yr;reliou One 7olg • • •• • • • • L•, � 0 • • • • • • • • • lA1ci.:4D y+P1+laurrS',ouwf Browing no. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE ••• • • •'' :00 • W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. L4 sheet Zoi 5 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 0 1BY TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS a v TYPICAL ANCHORS W000 BUCK FOR SPACING w SEE ELEVATIONS METAL SEE ELEVATIONS w u FOR SPACING STRUCTURE Z 3 FOR SPACING v 0 • 13 v6ai E a. ST. ' - EDGE DI g EDGE DIST. F yZj W 3 o F a o EDGE DPST. I o O o W u WM WW 13 TYPICAL ANCHORS LL_ N ACCESS HOLES SEE ELEVATIONS NL' WITH PLUGS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH J�+ D 7 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Q w f " ry I SEE SEPARATE NOA TRANSFER THEM TO THE BUILDING STRUCTURE. 'FOR TRANS0�1 _J RATING AND ETAILS _ ��--� jb� - I TYPICAL :ANC 0 SEE ELEV. FOR SPACING v o n �-----11��----- IA. ULTRACON BY ' =177 K51, Fy=155 KSI) U INTO 2BY WOOD BUrKS OR WOOD STRUCTURES o IL ___J II 1-1/2" MIN. 0 JAMBS) W wM l _�____ --- w n RU 1BY BUCKS INTO CONC. OR MASONRY z c�� I I a G ii i� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) � 0 '''� O li, it 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS z r d a ------ --------= DIRECTLY INTO ONC. o F 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 = �-R ` z _ W ''i''i ❑ o MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o^K �IJIAAI-DAOE Co.— La w w" La APPROVED MULLION, o SEE SEPARATE NOA #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) LL "" of TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o 13 SEE ELEV. FOR SPACING Q W�ri INTO METAL STRUCTURES O STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.). ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) h (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 9 7 2 n n TYPICAL EDGE DISTANCE S 9 7 i'�i' INTO CONCRETE AND MASONRY = 2-1/2' MIN. 2-2 „o P i� INTO WOOD STRUCTURE = 1" MIN. 5 pa X 1/2"SMS A INTO METAL STRUCTURE = 3/4" MIN. 3"FROM ENDS WOOD AT HEAD OR JAMBS SG - 0.55 MIN. AND 10"O.C. MAX. CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. 3 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. c O (4) #12 X 1"SMS •• ••• • • • • • • c o AT 2"O.C. MAX. S o 2 AT CENTER OF SILL • • • • • • • $EA NTS: o... . O 4 •• •• ••• • • ••ALL RRAME AND LEAF CORNERS AND JOINTS SEALED WITH o 13 REOD.AT ••• •• •• ••• 9 DSE L OR TEKNA 50729 SEALANTS. 'o 9 5 DOUBLE (XX) DOORS h ONLY Engr.JAVAD AHMAD rRUOUCTNr'v1Y.b 1 CML 33 FLA. C.AE 70 92 �lum`Cad•..TLI Ml Perk• NuiJie L-- --JI • ••• • ••• • • �;"_ leK NO lTT .1• • • • • • • • _ 6tU!k 1_ . Tdrowin noEDGE DI$1'." .. - . P,MLj� 9 ... 009 • u 01� W04-01 TYPICAL ANCHORS SEE ELEV. FOR SPACING sheet Sof 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / Z 3 1 4" MAX. Q p J e SHIM SPACE 1/4"MAX. 1/4" MAX." SHIM F o SHIM •' © METAL O S RUCTURE Q V -+ (2)�8 X 3/4' a 1 - SMS 2B WOOD BUC TYPICAL ANCHORS SEE ELEV. WOOD STRUCT E O t; < ACTIVE LFAF FOR SPACING INA O Z5 w(d h ---_ --_— -_- w {�z� $ �a TYPICAL ANCHORS SEE ELEV. o • FOR SPACING • n - ERI16 Ems' O t2 EXTOR 13 nP1cnL nNCltoRs SEE ELEV. o 11 2 7 D.L OPG. FOR SPACING of _ U ^m c � Z LEAF WIDTH 0 a p V) M rn FRAME WIDTH C) Z SINGLE DOOR 0 w LL MIAMI-DADE COUNTY APPm ROVED MULLION O C7 Z H J m SEE SEPARATE NOA3= a0 0 1/4' MAX. OSHIM W w L^ II. 1BY p Z a �I I� WOOD BUCK O g W SEE SEPARATE NOA II i I ACTIVE LEAF IN-ACTIVE LEAF a w`4 FOR SIDELITE II 6 RATING AND DETAILS II I� � klrEXT 16 - ii q Ili J!, i 4Seq! __ sJJfO-- J --- w TYPICAL ANCHORS SEE SPACFOR SPACING d O.L.O.-7 ERIOR (2) /6 X 3/4- OPG. SMS c y o$ •• •• • • L WI!H t h oa 2. " LEAF WIDTH • • • • • • • • • '` a m FRAME WIDTH •• • • • • ••• • DOUBLE DOOR Eng.:JAVAD AHMAD . n r CML rRilOUCt M1NRlC11 s r FLA. PE N 70592 m romPlyl.g wflb h"Or6b n 3 CA. 3538rleidind Cod• O"I beta a.. • • ••• • ••• • • 4eeeplAna ho f S� � 3' • • • ,• - _• • • • - EapirAtioe pNe 9 • • • • • • • • • • ,�1 �8 2015 b1 drawingno000 0 . .. •. • . f,aa.a� W04-01 v sheet qof 5 ,o � V �. IIS--3.937 .070 ® 10 o Z � j J 1.815 1.634Kit ❑ � � � }� a Io ,.772-� O DOOR FRAME I I I S>^ g 1.771 o a Q Q 3 Q 3� LLZ� -o JOG � 2.830 .070 I I Q w.�f 3.673 O 2.819 I O � o 1.024 � of v U e FRAME TOP CORNER o Z 2.047 a to r w W wM O DOOR LEAF 0 z V, 1.772 w 14 C4 ZI—J m O V W ~ W .067 w o O H Z 3.937 O g a 3.177 2.9211.103 J ?N .080 Q W WE�- O .238 j 1.043 F^- 1.638�•I � �_ �, O DOOR BASEBOARD O SHEAR CLIP oW��o 2.402-1 tae I� �_ � �_, .059 1.4LI171.76 , 6 1.906 !•• • • • • • • FRAME BOTTOM CORNER .571 ` .HN••• ••• L1.772- LEAF cov I.- Am- .744 . a -1 t •• • • • • ••• • O O FRAME SILL O ASTRAGAL STILE Engr.JAVAD ANMAD n 9 rkUp FU.PECrvaA 70592 UCT hr�A�VSL� n 2.000--{ 1.000 C.A.N. 538 4� ��n'n'p+Ylo wTN u • ••• • ••• • • B�Iulny Cod _ .4 �' 4o dote N� s I pp• • • • — • •_ • • eV - F,rplrntloo 0.m .osa .aas oso tots — •• i • i•i i V• •• i i ,111E 7.015b ,9 draw o 11.201 ••• • _ • • ••• • W04-01 O SILL BASE O GLAZING BEAD sheet Sot 5 • •• •• • • • •• ••