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WS-15-1841 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241343 Permit Number: WS-7-15-1841 Scheduled Inspection Date: August 24, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address: 285 NE 98 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060134430 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 6 WINDOWS AND 5 DOORS WITH IMPACT Infractio Passed Comments SIZE FOR SIZE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-239672. Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 August 21, 2015 Page 25 of 39 Permff 0:w, �s°ate rt Miami Shores Village PtI�►i#TY ��MC }1Ni� 10050 N.E.2nd Avenue NE tol* C/ r�r Rdplacern "• "'" Miami Shores, FL 33138-0000 _" emit sstus:ARPIil1�C� e o� Phone: (305)795-2204 fLORXID _7/270,4Expiration: 01123/2016 Project Address Parcel Number Applicant 285 NE 98 Street 1132060134430 285 NE 98 STREET INC Miami Shores, FL 33138- Block: Lot: i ! Owner Information __ _ Address Phone Cell ! 285 NE 98 STREET INC 285 NE 98 Street �� - � MIAMI SHORES FL 33138- 285 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Valuation: $ 14,300.00 I Total Sq Feet: = 00 Type of Work: REPLACE 6 WINDOWS AND 5 DOORS WITH Available Inspections: No of Openings: 11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-7-15-56436 DBPR Fee $3.15 DCA Fee $3.15 07/27/2015 Credit Card $202.30 $50.00 Education Surcharge $3.00 07/23/2015 Check#:20688 $50.00 $0.00 Permit R®9,, $210.00 Scanning,ZTiBe $12.00 TechnolooFee $12.00 Total: $252.30 h} .9. t`7 In considefition of the issuance t me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining&-hereto and in strict con rmity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting As permit I assume r ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required i9ILECTRICAL, PU I G,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWN ERS_AFFIDAVIT: I rt- t 11 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructiq',Wr and zoning. r re uthorize the above-named contractor to do the work stated. July 27, 2015 Authorized i a re:Owner / Applicant / Contractor / Agent Date Building Department Copy July 27,-2015 1 Miami Shores Village JUL 212015 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION,INE PHONE NUMBER:(305)762-4949 T FBC 20' 3 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL [_]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Z b--05- W-E. Cid 5T- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1). 3ZOCp•013 . W-130 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: `` Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): SVG I e lel gycL1�117 Phone#: Address: 065 N. • cilt 5� City: fAlAnt State: FL-- zip: '3`31`34 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FtSJ1?I�A 3ICX'lE t(tP►ZOVEf'It=�IJ .Pt�50c• Phone#: (45q" 1yzUg15 Address: L4030 ,t.W, 3040E City: AUL-"Woon State: (`- zip: 333 IZ Qualifier Name: WP`)0 E I • 13OF-1 W OF Phone#: 45q--1 iZ4q t5 State Certification or Registration#: 4d Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_ N,,300 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New EZRepair/Replace ❑ Demolition Description of Work: CE:Pt-ACAI & WIWCK7Ut) A►UO 5 CCCV. ) Wit 1'1PNC • SIZE FOL' yrs. Specify color of color thru tile: Submittal Fee$ r Permit Fee$ Q- rCCF$ CO/CC$ Scanning Fee$��•�QAC)Radon Fee$�./��_ DBPR$3•z- Notary$ Technology Fee$/? .�'Z� Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I8ovi-,,,d02/24/20141 Bonding Company's Name(if applicable) Bonding Company's Address City_ State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cornmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 41 Signature Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this __ ZI_day of JO--1 _ ,20 15 by ZI day of J00 ,20 15 by 1�iTE G AV pal lQ I who is ersonally known to WP-J� T' �t ,who i s personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: G� . •.0� b1w Sign: 4X Sign: Print: fO /L�i �.�� Print: $r p0. Pp Seal: �°: .�`� ANTONIO HERNANDEZ * * MYC :'r:j 5„ 7164915 Seal EX.FRE. Ou s,i X018 �r�TFOF FI.�\°e Bonded Thru uudget Neer;'.z vkes APPROVED BY Plans Examiner Zoning Structural Review Clerk (Rev se(1o2/2a/2oia) Prtlpert% Search Application - Miami-Dade County Page I of l a OFFICE OF TPROPERTY APPRAISER Summary Report Generated On 6/30/2015 Property Information Folio: 11-3206-013-4430 Property Address: 285 NE 98 ST Owner - ---- - - 285 NE 98 STREET Mailing Address MIAMI,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ 10101 RESIDENTIAL-SINGLE Primary Land Use !FAMILY: 1 UNIT Beds/Baths/Half 213/0 Floors 1 Living Units ;1 Actual Area Sq.Ft Living Area Sq.Ft d Area Sq.Ft .Ft q Lot Size 11,902.5 Sq.Ft Taxable Value Information Year Built 1948 2015 2014 2013 County Assessment Information ---- -------------_. Exemption Value $0' $0 $50,000 Year 2015 2014 2013 --- - --- - ------- ----------- - - Taxable Value $508,562 $469,613 $129,878 Land Value $285,969 $249,857 $221,553 --- -- -i -_ _ --- ----------------- - School Board Building Value $207,654 $204,678 $168,473 - -_ Exemption Value---�- $01--^ $0 $25,000 XF Value $14,939 $15.078 $15,216 ---- -i- - --- ---- _ Taxable Value $508.5621 $469,613 $154,878 Market Value t $508.562 $469,613 $405,242 -- -- — - -'- _ - - -- ---- — city Assessed Value $508,562 $469,613 $179,878 Exemption Value $0 $0 $50 000 Taxable Value $508,562 $469,613 $129,878 Benefits Information ---� .---------------.- - - Benefit 11 Type 2015 2014 2013 Regional L___ Exemption Value $0� $0� $50000 Save Our Homes Cap iAssessment Reduction $225,364 - - -� -- -- -- ----- _ Taxable Value $508,5621 _-- $469,613 1 $129.878 Homestead JExemption $25,000 Second Homestead Exemption $25,000 Sales Information Note Not all benefits are applicable to all Taxable Values(i.e.County, Previous OR Book- School Board,City,Regional). Sale Price Page Qualification Description Short Legal Description 02/2812013 $535,500 28528-3934 Qual by exam of deed MIAMI SHORES SEC 1 AMD PB 10-70 08/01/1997 $0 17770-4564 Qual by exam of deed LOT 22&23 BILK 32 07/01/1994 $210,000 16456-4184 2008 and prior year sales;Qual by LOT SIZE 103 500 X 115 exam of deed OR 17770-4564 0897 4 2008 and prior year sales,Qual by 08!0111992 $151,000 15628-2805 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record The Property Appraiser and Miami-Dade County assumes no liability.see full disclaimer and User Agreement at httpllwww.miamidade.gov/info/disclaimer asp Ver Sion ]iti1):,','\\xN-w.niianiidade.gov/propertysearch/ 6/30'201 Detail by Entity Name http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResWtDetail... FLORIDADEPARTMENT OF STATE A 1, Home Contact Us E-Filing Services Document Searches Forms Help Detail by Entity Name Florida Profit Corporation &TREF-T NC. Filing Information Document Number P13000015439 FEI/EIN Number 47-1707593 Date Filed 02/14/2013 State FL Status ACTIVE Principal Address 285 NE 98 ST MIAMI, FL 33138-2407 Mailing Address 285 NE 98 ST MIAMI, FL 33138-2407 Registered Agent Name &Address M.J.F. REGISTERED AGENT CORP. 153 SEVILA AVE CORAL GABLES, FL 33134 cer/Di recto,r,Dgta2 Name &Address Title D '•�IAVALDINI, IVETTE 296 fE9$ST MI,A W,F-L-33,138-2407 Title D SEGURA, CARLOS 285 NE 98 ST MIAMI, FL 33138-2407 Annual Reports Copyright©and Privacy Policies State of Florida,Department of State 1 of 3 7/21/2015 10:41 AM Detail by Entity Name http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail... 2014 08/28/2014 2015 02/19/2015 Document Images 02/19/2015 -- ANNUAL REPORT View image in PDF format 08/28/2014 -- ANNUAL REPORT View image in PDF format 02/14/2013 -- Domestic Profit View image in PDF format 2 of 7/21/2015 10:41 AM Detail by Entity Name http://search.sunbiz.org/Inquiry/CorporationSearcli/SearchResultDetail... I 3 of 3 7/21/2015 10:41 AM 5 ® , a Specialty Engineering Consultants Inc Wind Velocites in South Florida a S y En SW 30 Avenue,Suite#20 _tom Boynton Beach,FL 334326 Ude 13iuwa�d Palm llcach a n 16,k Cat.1 16 156 156 Inn k t h f 1 d) FL.CA#009217 _ S Risk Cul.2 17, 1711 1711 S' I PrnII2.J _ GCp- ®�� Iti.k Cul.3&4 INC+ INII IRII Iaacnlial Fa 1.1. ' P+-q ll.wvp- vvp Inlstuctions and limitations of Use L k2 2015 1 1 Charts provide wind pressures based on the mean roof hei ht.And shall not exceed 60'-0". 2 Design ressures are for an enclosed builindin shutters or other impact resistance protection required). V(nxph) 175 1620 F13C'Ibr I IV[IZ,or Fig-26-5-I u 3 User shall determine the mean roof hei ht, Eave hei ht i Roof Peak)2. 12isk C'utcpory II 'tabic 1.5-L 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" ligx,ewe <' Section 2,7 5 I(50%of a com onent is in a articular zone then'hot com neat is considered to he in zone with the majority of the area.If uestionable then lace in Zone 5 Kd 0.85 fable 266-1.page 250 6 Each com onenl,window,door,mullion has a Uibuta area that is area to be used.Area of components to rounded down but shall not be less than 10 sf. Kn I Figure 26.8-1,page 252 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress design. pitch of nwf 3/12 14,0degrees 9 Design pressures listed he are valid for Exposures B and C and exposure D.(max roof height 30') [[Ma 14A degrees 10 Charts and values listed herein are onl valid when si ned dated,and sealed by Ga McDougle,PE#56214 or Mark LeBlanc,PE#35683 11 Wind desi npressures are calculated in accordance with ASCE 7-10,Method 2 12 No reduction is taken for slo es less than 10 degrees. Arc of cr cat Arcu W �ml Arne ufco cm Arca oI ut Area of. cat N-W c. cal Arco afro cat Arca oleo cat Arca of, cat Area ofa cal Arc i ata cat a In 11 slx1n 15 0 st�on 20.0 sl�oa 2511 sf+11+ 30-U'.1xm 3517 s1,00 .10.0 of oa 4511 ta(a 5(1.0+s1'r,a 55.0,I,on : (n.0 ilµm Mcnn Rapt I Ici 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 Zona 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38A 38.4 379 3Z9 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 IS -43.4 -53.6 -422 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -402 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 406 6 39.3 39.3 38.9 38.9 38.4 384 380 38.0 376 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35-9 35A 35.4 16 -44.0 -54.4 1 -42.8 -52.0 -42.4 -513 -42.0 -50.5 -41.6 -49.7 1 -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 37.2 372 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 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41,6 41.6 403 403 399 39-9 39.4 39.4 39.0 39.0 385 385 38-1 381 37.7 37.7 37.2 37.2 36-8 36-8 363 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 -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 37.2 36.7 36.7 19 -45.7 -564 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -515 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 1 -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 -410 -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 -46.6 -57.6 -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 -41.8 -48.5 -414 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 402 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 •• _1 -58.1 -45.8 -55.6 -45.3 -54..8 -44.9 -54.0 -44.4 -53.2 -440 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41,8 -48.2 • • • 0 • •43.8 x.3.8 • 42.4 42.4 42.0 42.0 41.5 41,5 41.0 4 LO 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 •••••• 23 - 7.5 .A8.7• •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 ••• •411.2 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 •••••• • 21P -T8.0 X9.2 046.6 -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 •X13.2 432 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 38.9 • 75 -48.4 -59.7 -470 -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 Q .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 40.7 407 40.2 40.2 39.7 39.7 39.3 39.3 ••••• -,6 0-48.8 450P••047.4 -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 ••••• •0 J5.3 4"•• 43.9 43.9 43.4 43,4 42.9 42.9 42.4 42.4 42.0 42.0 415 41.5 41 0 41.0 40.5 40.5 40.0 400 39.6 39.6 • • •27 J49.2 •60.7 *47.9 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 •••••• 5.7 4T"• 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 404 40.4 39.9 39.9 • • 28• -49.5 416•.•• 9-48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45,8 -54.2 -45.4 -53.3 -44.9 -524 -44.4 -51.6 -44.0 -50.7 •••••• •• 46.0 •4g:• •44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 0 40.2 • •29• -099 -61,6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 _5 1 1 11 • • 63 • • 9 44.9 444 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 ,`•M .9,,�+ X40.5 40- •••••• if • 9 -59.4 -484 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.I -45.6 -53.2 -45.1 - ••-44'.Q• `-S L4, • - �� •�� No � � r 1 ami Shcres VIII-ag-e�.{,l. J 56214 DATE . S Win SY TA T OPY 7CNING DEPT ; O R pA.•'. '4� I'I._DO DEPT !J erf�S/�N L SUBJECT TO COMpLL4NCE MM ALL FDER{(, MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:285 NE 98 ST MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/ No Yes/No Yes/ No 1 DOOR FL14991.1 +67.0 -67.0 +40.1 -43.4 35 5/8 x 801/8 NO NO YES 2 FL11103.1 +60.0 -60.0 .j, -53.6 711/2 x 791/2 3 FL14850.1 +70.0 -70.0 35 3/4 x 82 3/4 �. .�. .�. 4 .j, FL11103.1 +60.0 -60.0 711/2 x 791/2 5 1� 11, 1� 6 WINDOW FL6890.1 +67.5 -67.5 -43.4 35 7/8 x 49 5/8 7 Fl-wn.1 +70.0 -70.0 .j, -53.6 34 7/8 x 491/2 1 x 2.75 8 1� 1� y 1 x 2.75 y 9 41 1 x 2.75 y 10 35 3/8 49.5/8 .l• 1 x 3 (+/-80) 11 FL9520.1 .l• ...... .. .. . .. ..... . . . .... ..... •• 1000 .. ... ...... • . . ... . . . ... • : ' SHA - DIAGRAM SHEET ��orie0m Biome-ier.6acovmen�ree MEASURINGTECH MEASURE DATE • •.• • •• Asaeoiat�s CUSTOMER'S N MG .WeLIAD NU R • TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTALIt OF FLOORS drW UIQ DZ'--7Z- 2 •• • . . . . . . _ - __-_-f_y-1._.•-_•_ F - 0 o • ------------- _ - ------.-.. I 77- w -_ -- - - - -- -- -- - C-. r- .---- - - - - -- - - - ---------- m ----- --_ .. -- - --—----------- --- _ -- - - ---------------- on ------ - — - - - -- --- _.I.. 71 - Florida Building Code Online Page ] of 2 fi �t , YAM - .> r FIOI da DfpatVitEtltd BUS Home E LOU In 1 User Reglsti Ion Hot Topics Submit surcharge Stats S Pacts BusTrir}e5Product Approval Professidrfal t' USER:Public User Regulation Product Approval Menu>Produce or Amlicatlen Sesrd+>Anoiication List>Appikatien DOB FL* FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Ardilved [] Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 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 ekoss0cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 6a 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 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R1 COI EvalRep CWS-812B 08100 IMP NoSillAnchl odf •• ••• • • • • • •• Referenced Standard and Year(of Standard) � • •• • • • • ••• • YOU AAMA/WDMA./CSA,Jtpf/I.6RZN44-b8••• i : ••• 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09• 000 • *00 • • 2009 PA TAS 201/20:/253 i • •' i 1994 •• • • • • • • • • ••• • ••• • Equivalence of Product Standards ••• • Certified By ••• • • • • 0:0•• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEWtQ- Vq%- AgAXK1'0�1 6/24/2015 Florida Building Code Online Page 2 of 2 ♦ Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products # 0FIL6177.1 Model,Number or Name Description 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-8128(SH-8100.IMP,NoSillAnch)odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.SH-8100 PVC Impact,no sill anchors required. FLI 6177 111 AF DuPont PVB N A 13-0129 27x4 Safety - Safety glazing required on outer lite above 30 ft.in HVHZ, FL16177 111 AE EvalRep CWS-8328(SH-8100.IMP, Glass complies to ASTM E1300-04. NoSillAnc1l.odf FL16177 RS AE Ouanex(Mikron)NOA 12-1017 02.p_df Created by independent Third Party:Yes FE ::1940 North Monroe Ste.Tallahassee FIL 32309 Phone:850-487-1924 The Stela of Florida Is an Aq/E150 employer.C,00nlaht 2007.2013 Gate of Florida.:; n •:9aRi3d s.ra= Under Florida law,small addresses are public records.V you do not want your e-mag address released In response to a pudic-records request,do not send elactronk mail to this entity.Instead,contact the office by phone or by traditional rear.If you have any questions,please emtnes a50.497.1395.*Pursuant to Section 455.275(1),Florida Statutes,eRecthn October 1,2012,licensees licensed under Chapter 45S,F.S,must provide the Department with an email address a they have one.The emalls provided may be used for official communication with the licensee.However errs addresses are pudic record.If you do not wish to supply a personal address,please provide the Deparbrei It with an email address which can be made avellade to the pudic.To determine If you are a licensee under Chapter 455,F.S.,please click bgm.. Product Approval Accept•: = ®® ncc•rit e.rRee'a • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pi _app_dtl.aspx?paras=wGEVa LQ,1VZPyT4hgAXh'1•� .:, 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 912B April 18,2015 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 44''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: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 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 Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-81213,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-81213. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • 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(l/8Ann-.090PVB-l/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.Q.A. 12-1017.02, 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'"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. a 0.6 • • • • • RE It -4 • No 58201 '*.I ••• •:•: "s. •': 4/18/20350 V. •• .tr Lgc�s A Ttitrc�er:P.E. X90;: STAT£•CF : tv.$•• •FL PE•#58201 l �'• �fl 0;;A;,•��' : :201 0418 r ••• • • • ••• • • SINGLE HUNG - LARGE MISSILE IMPACT rcug_a4 NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT VVIO SV8TEMB EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 94474 IN ASTM E 19M PER THE FSC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 119"MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'O/r. 8100 PVC. 51 7!8"MAX.UNIT WIDTH SINGLE HUNG d.DESIGN PRESSURE RATING: 471 v16'GLASS DLo---- .NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04• A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE-WATER till INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. ILI S.ANCHORAGE:THE 33 1�9G STRESS INCREASE HAS NOT BEEN USED X IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOROYERALL I I DETAILS.WINDLOAD DURATION FACTOR Cd-1,6 WAS USED FOR WOOD FLANGEHEIGHT ANCHOR CALCULATIONS.O B aASdIL PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTIERSAREDLO NOT REQUIRED. N e1 aa^ 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL J01NT SEAM SEALANT W MAXLIUSED AT FIXED MEETING RAIL AIA JAMB. ¢HEI(�3HT 8.SERIES 1 MODEL DESIGNATION SH-8100. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH,O-FIXED SASH o I I m d 2 30 3118 1 z MAX, 17/8 10.SECTbN CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR SASH " i GLASS LOCATION. `NN D'RE '�h4 HEIGHT ,Y` I 0Lo '�PN.....w T 4ir S 11.EXTERNAL WEEP SLOT=114'x 1-114'LOCATED 4'FROM BOTH ENDS. �� .`SCE At C No 58201 NA I 4 I 6 :*: ♦ :*S a • •• if _ -- - Lucas A. yp: STATE OF �&U • . • • • A 2015-04-11i,8s ••••.• -- GLASS o � 15:1504:00 '�;�.��`�'' • • • R4� 48 W 4111/2015 •.I•••• •• •• •• •• ------MAX SASH WIDTH �•••• • •• �••�•• LUCAS A.TURNER,P.E. • ! • FL PE#58201 •••. •• • •••• 1239 JABARA AVE. • • • • • NORTH PORT,FL 34288 • ••• • •• •••• PH.941-380-1574 • • •••• •• •••••• GENERAL NOTES AND • TABLE 4 CZSWWYTS • •• ELEVATIONS •SWWRALNOTF44EI@VATIONS+.�• : DESIGN PRESSURE SEC�TI"olNVIEWSPA!!�....................3 MAX. UNIT SIZE RATING IMPACT RATING �+T 0e118/12 EXTRUSIONS 8 B.O.M........................4 : ANCHOR SCHEDULE 8 NOTES.........5 51-7/8"x 61-3/4' +/-70 PSF LARGE MISSILE IMPACT CWS-812 e INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 Illi 91=1T Or-ALA,FLORIDA 34474 WWW.CW3.CC 8100 PVC SINGLE HUNG IMPACT ka N I 3 allot • •••• 7W OVERALL INSULATED GLASS 7IT'OVERALL INSULATED GLASS <�.,,}' •• ••• ••• • • •• -118'ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED m I m • • • • • m •••••• • • 7118"AIRSPACE 17118'AIRSPACE N •: ••• • • : • : -5/18LAMINATED GLASS5/78'LAMINATEDtN1..ASS ` Z 01 • • •••••• -1/8"ANNEALED 1/8'ANNEALED O •• ••• •• •• •• •• .080"PVB WERLAYER BY OUPONT ,09V PVB INTERLAYER By DUPONT ( w Q • • • • • • • •••••• lAr ANNEALED I+-110"ANNEALED • ••• •• • •••• DLIRASEAL BY TRUSEAL W • • • • • DURASEALBVTRUSEAL � •• ••• • •• •••• PURFECT GLAZE"H"OR SIKAFLEX 552 PURFECT GLAZE"N"OR SIKAFLEX 552 m ¢ O Z • • • •••••• if •• ••• :•• • 1 V2'GLASS BITE a�`�tPµOftEly�14�, • •••••• 1 t12'GLASS BITE I G . jr 0*4••• •••• ••• �.Ji: Ne 5621'1 •••• qn SID ,.0% STA7e OF :�k►� ayFs�<ORto�'Q\��` Oy - I FIXED LITE SA3H LITE LU411112015� CAS A.TURNER,P.E. FL PE#t20 581 1239 JA13ARA AVE. 1 NORTH PORT,FL 34288 PK 941-380-1574 EETDESCRIPT . GLAZING DETAILS D _.._ BAT 06/18/12 P' R .: CWS-812 B SHEET INTERIOR WINDCW 1900 SW 44TH AVE. OCALA,FLORIDA 34474 1 t www.cws.cc W.CWS.CC 8100 PVC g SINGLE HUNG IMPACT ' � F Cr ' cao .. • • • 3 1 • • ••• • • SECTION B-B w m ••••• • NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, •• ••• • • • RIGHT SIDE SHOWS SASH SECTION VIEW. • • • g • • • •• W (w •• ••• •• •• 14ir • _ C • • • a a LOU • • • •• INTERIOR m Q p • • • 9 1 • ----� N�tt�mry�h •• ••• •• •• ••• g aaqaaapglOREW 4i • • • • •• `��a�p>.��G E N g��yVA Lir ••• ` tjy •• •••• ••• � ��: Me 58201 •••• 1 ��.�' STATE OF Rk z�- � 6 4111r20 s 2 LUCAS A.TURNER,P.E. FL PE*58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 sNt:'ET6E3iii�-- SECTION A-A SECTION VIEWS DRAWN BY. DATE- BAT r 06/18/12 NOTE: ITEMS NOT SHOWN FOR CLARITY: IYwG CWS-812 B 20,25-26,36-37,44,51-52,5&56,64,87-68 - SHEET 1:2 30F6 PAM LIST .........- ---- PRANE CORKER C��Cfl r�SM1343 --- REM PAIir 11 Main Fr., VENDOR MATERIAL l 31/9' CONSTRUC710N 1 H�D3/ Mein Fr.,SH,w/Fl .,PVC Head Micron VI 2 H-6031 n Fr.,SH,w/FI .,PVC,Sill Mikron Vinyl 1 15ne VNNO 3 H-Ml Main Fr.,SH,w PVC L. �. Mtkron Vi 1 ,--23116' 1900 SW 44TH AVE, 4 Ii�O31 n Fr.,SH,W FI9.,PVC,R.Jb. Micron Vinyl 2 OCALA,FLORIDA 34474 6 S-1577 M cl mark Alum 3 t 6 WWW.CWS.00 8 H-6027 Sash Moot.Rail,PVC Mixon VMI 2 11/16' t 618" 146 9 •1497 RainfSash 39th Meet.Reil Micron Alum 1/16" tn6' 1/16' - CORNER WELD 8100 PVC 10 H•8028 Sash Bottom Rall,AVG Micron Vinyl (ALL 61bESl 5 12 5.11494 Sash s Bm.Fall Micron viry4 1:5 SINGLE HUNG ;z 13 -1498 Relrri S.B.R./S. . 14 S{084 GIz.Bd.,718' Micron Vinyl PVC FRAME FLANGE4WI PVC SASH BTM.RAR--6=26 PVC SASE{TOP RAIL4027 IMPACT 18 6-6013 SCM.A ,PVC,Hor¢. Vicryl 19 S-6014 Scm. PVC,Vert, Micron I h N_ Zd -8028 Sash atop/Filler,P ,Vert. MkrM1 V' I 1 1l2 w 23 H 1�9 Relrlbreemerd,SBR Keymark Alum 716 1316' a o 24 P-2190Pae BSI 9I1C 1 Y 25 P3t159V BSI Plastic I } •• 26 •P3048 ;;Clip • • BSI SS ® LM N16" t SIB" 2116" 1n6" FIXEDMEETNO RAIL m • P3769 M PVC• • • Interlock '9+- SCREWED TOOEI}1ER WITH o $ 28 J069Aspect,PVC IMerk)ck mac tn6' OUTERFRAME IL O • P3215 Co1M w/Fl • Geer PlasticREINF.,IMPACT FIOOK-1712 1� z 7 32 P-3429 0270 x.1 n I,G llkreiab 93 PVC SASH SIDE RAIL-6004 FlXED RAIL-1636 W •i 37 P-4638 718 x 2-1/2 PH Mod u, pe A,TEK 2 Fastenal Sigel a W P3768 Ph PH SMIS •• tMlb Sigel1 LL 5(18' . • d9 -4051W x 1.260 Ph FH Hub City test Ire--- 9ri6' 1 ifirl 1 •• P 4264W 3/4 FH PH vee Head,TEK, Hub City Steel �— 616' 44 P342 3 5%1,r,SM Schnee 7/8' t S18 1 G • P-3752 PI 1/2' •••e 8M Nylon 046" • 47 P3438 S 552 or P 'H' Henkel 1116 7/16' �_ x apfnnnip •• 48 P3352 Set.BIk.,ffi ax.,118.6 x 2' F.Lowe Rubber pyC 8A81{STOP-6D2S PVC SCREBd CATCH-611113 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 fAf DREW • P-3881 (kF •• r P .... yi 52 P-3613 CWSlrbla Pro ��•?at`f. ........ GENBF Q�'y •i Sash HEET2 • • • OIJ13S �4"� S 54 Fix .- Sash ET 2 3/4" 3!4' .fel 1/4' ZT., . 58201 . S 58 P3281 Ouraseel [�j�' - iS16 171G t 9 7/e 3 p: 62 P3218 Screen ine, rtz. Allmetal Aum $9a STATE OF X14 83 P-3276 Screw Frame,Vert. Allmatel um �SR 33RErNF.S.R.R./S.S.R.-14W REM. BTM RAIL-1888 84 P- AlaRENTOPRAIL-1497 PVC GLAZING BEAD-6064 O A 10.-s pZ�S 65 P-3581 Screen Cloth,10 x 16 Fibelms Bettantx F7 less �iy8�OfNo„IE;0N 66 P-3228 Soreen Spline .155 Die.,Bk. Dope r f� 67 P3029 Green Pull Tab Summit Alum z ffi P31)33 Screen Spring,SS Fl.Screen SS 4/11/2015 70 P3113 ScrewSupport for PVC T.Plastics RTIon LUCAS A TURNER,P,E. 71 H-1836 Alum.Fixed Rall Key meAc Alum y16. FL PE URNS1 72 S-6063 Crnor,Fixed Fell Mwen Vinyl O 12."JABARA AVE 73 -1112 lHeirvorcement.Impact Hook Keymerk Alum NORTH PORT.FL 34288 74 P•3541 108 x 1/2",Pan Heed,TEK Fasterel Steal PH.941-380-1574 UNE ITEMS NOT USED: 15716• SHEET s e DEa66PT 5,7,11,15-17,21-22,29,31,33-38,41-43,46,49-50,65,57-61,69 tnm �O BOM AND EXTRUSIONS 7B" SCREW SUPPORT-3113 BY: ' OR IMPACT HOOK BAT 06/18/12 S-1577 NOTE ALL EXTRUSIONS ARE ALUMINUM 606378 UNLESS OTHERWISE NOTED, CWS-612 B SHEET - - -- __ 1:2 4 OF 6 l�( 6"MAX,(TYP.)—.-- 1r Max O.C.(TYP.) WIN�k1�DOW SYiTT31S 8'MAX.(TYR) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC I I SEE NOTE 2 101rr I I 8100 PNC O SINGLE HUNG INSTALLATION IMPACT ANCHOR(TYP.) I I h N W (� � a `c • • 040 •• r(TVP.) m m • • • I UVm N •••••• LL 2 • • • • 101/2' X Q q O Z 7 • •••••• MAX D.C. m • 'i•• (TYP) a cr •ii •• •• •• •• o •f••• • • • • I 1 • • • • •••••• I 4IN 1 Q�g p U • ••• •• • •••i U11�- O� W l • • 7 K O • • i •• • • •••• 4-CLYP.) t nu -- -- -- '- m a g • i • •••••• r(TVP.) NO ANCHORS REQUIRED IN SILL —.,,,N••n,�+y+ 669099 • • ••• • •• ANCHOR LAYOUT-(FLANGEI =�'� ;•� 3F+•,'�j •e ••• •••• ••• sv: Ne 58201 t � NOTES: •••••• b9' STATE OR J�- A'uI' 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REWIRED 9N SILL :OQ&1* P +-Q► y��sa• NAt "aO��,, 2.SHIM AS REQAT EACH INSTALLATION ANCHOR USINGBETTER W O D SHIMS SHBAS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16 IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. .-1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. ! 4111/2015 4.ALL MISTALLATION 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 A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL P E of 58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH ORT,,F1A3428$ 41 80F SPECIFIED IN TABLE 1,SHEET 6. PH.8L 34 74 j 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X SLICKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 7.A MN � IMUM CENTER TOENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL NOTES BY. ! S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. BAT 0&18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a+ 9.SEALING AND FLAS14WG STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-812 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) � LE SHEET 1:15 50F6 TYPICAL HEAD ANCHORAGE MN.EMBEDMENT O --- —MIN.EDGE DfST. SEE TABLE 1 SUBSTRATE SYffEMffl SEE TABLE 1 BY OTHER9 1900 SW 44TH AVE. 114^MAX SHIM SEE TABLE 1 SUBSTRATE BY OTHERS -- —� OCALA,FLORIDA 34974 SEE TABLE ...._.—� �. WWW.CWS.CC PERIMETER SEALANT SEE TABLEMB EDMENT BYINSTALLER INSIDE ANDOLR i 6EETASLEDGE DIST. �(0 PVC SEALANT BEHIND INSTALLATION AN CHOR SINGLE HUNG FLANGE BY INSTALLER 1/4.MAX SHIM SEE TABLE 1 IMPACT •,! N N • • ••• •• • •• ERIMETER SEALANT F •• R�l�1lLATK)N ANCHOR.....__-- Y INSTALLER ` • SEE•-ABLEI • • • ANOOUTEALANT BEHIND •• ••• • • • • E BY INSTALLER a O • • • • c • ••• • CONTINUOUS DOUBLE 3116 BEADS OF B HORIZONTAL SECTION ,, • TREMGLAZE U16DO SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE •• ••• •• •• ••• • PERIMETER AT ALL INDICATED POINTS w z 0 W S2 F • • • cc BETWEEN FRAME AND BUCK BY INSTALLER, a Q a . aLLa • ••• •• • •• NC'MAX SHIM io O SSE�ALLANT BEHIND • • O •• i i AGE BY NSl},LL R*• • • • -- EmlaZ •• •P ALLEI y.APJi N • • • M .EMBEDMENT ,,T4NNo4pb4�s • AILE I INSIDE AND •••• • SEE TABLE 1 • SUBSTRATE EffQjl'i" /I No 58Q01 SEE TABLE 1 ---MIN.EDGE DIST. SEE TABLE i OL 6 TYPICAL BIIANCHORAGE '0%•R TATE O' 1��tS 8 Q I4ynMiinu I I 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEOMB(r MIN.EDGE DIST. FL PE A TURNER, CONCRETE(20 K81 MN.) 58201 3/18•ITW TAPCON 1-1/7 1-lAr BY INSTALLIMETER SfAU1NY 1239 JABARA AVE. HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/18•rTW TAPCON 1• 2• INSIDEANDOUT NORTH PORT,FL 34288 CONCRETE(2.85 KSI MN.) 3118"ELCO ULTRACON 1• 1• C HDRIZONTAL SECTION PH.941 380.1574 6 BOX FRAME INSTALLATION SCRIPTKIN: GF*Ur--FILED CMU(ASTM C-90) 3/18"ELCO ULTRACON 1-1/4^ 2-1/7 HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G-O.55) 3/1 B•ITW TAPOON1-we" 7ff INSTALLATION DETAILS OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN SOUTHERN PINE(00.66) 810 WOOD SCREW 1.3/8• 7/8• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: RANM 18 GAUGE(0.060•)MIN.STEEL STUD 810.18 HILTI KWN4FLEXOR RW FULLTHREAD BAT D6/18/12 (33 KSI YIELD MA!) TEKS SELF-)RLLNG SCREW THRU 0.08(r 7/16' MIN. E AND ,F LL PERIMETER, ADHESIVE CAULK IS APPLIED oWO4 Y: - 118'ALUM."83-T6 MN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS -812 B 1/8•STEEL(33 KSI MN.) DRLLING SCREW THRU O t28 7/18• -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 1 12 SHEET BOF 8 J Florida Building Code Online Pagel of 2 ;g h�4 —4`% ,V; Florida DepartrneMd BaS Home I L-In user neylstraWn trot ropics submit Sumharge staba Facts Busines (til product Approval Professional .r ��:Puck a� Regulation Product Approval Menu> u or >9WAK4tQLja>Application Dotal " FL# L9520-R Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Small 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 skossocws•cc Authorized Signature Koss Erin ekossocws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossacws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,Fl-34474 (352)368-6922 Ext 291 jlathrop0cws.cc Category indoors Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Eli Evaluation Report-Hardoopy 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 04/10/2016 Validated By Steven M.Urlch,PE E6 Validation Checklist-Hardcopy Received Certificate or Independence FL9520 R5 COI FvaiReo CWS-836A(3 in Mull. IMP1.odf •• ••• • • • • • •• Referenced Standard and•11Oar(oG!:1:34 4J): : :GMndaotrd Y ••• ••: ••: ••• :A4Ma4A-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 •0 ••• • ••• PA TAa6 20d/202/203 1994 • • • • • • • 00 Equivalence of Prod uc4•S:ndai=d- :•• ••• :•• 0.0 Certified By ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/psfprjpp^ptr.a§px:paMm'—'wEVXQWtDgvlHvmuJRWcZ... 6/25/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products PL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-836A(3 in Mull.IMPLf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant-Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installatlon Instructions FL9520 R5 AE EvalRep CWS-836A(3 in Mull.IMP)odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications, (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-837A(4 In Mull,IMP),Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Mlssile Impact;See Installation Instructions FL9520 R5 AE EvalRep CWS-837A(4 in Mull.IMP).pdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2'Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange appilcations.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-838A(5.5 in Mull.IMP),Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tumor 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-838A(5.5 in Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Thlyd Party:Yes Conditions of Use, salt I._ Contact Lis::1940 North Monroe Street.Tallahassee 1 +Phone:850-487-1824 The State of Florida Is an AAfEEO employer.rowrloht 2007-2013 State of Florida.::Privacy Sbamment::Acce,sibillity Stirtiame ::AIftL0dj%itYMst Under Florida law,small addresses are public records.If you do not want your*-mall address ral•ased h response to a public-records request,60 not send electronic mall to this entity.Irsteed,cord=the office by phone or by tradtional mail.If you have any questions,please contact 650.467.1395."Pursuant to Section 435.275(1),Florida Statute,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emal address If they have one.The emals provided may be used for official communication with the licensee.However aural addresses are public record.If you do not wish to supply a personal address,please provide the Department with an small address which can be made available to the pudic To determine if you are a licensee under Chaplar 455,F.S.,please dile lam. Product rrApproval Accepts: IE 1I�1 iw • • •• • • • •-suritclsU1ah'+ • •• • • • • ••• • • • • • • • • •• ••• •• • • • • • 0:0 • •••04, • • • • • ♦ • • • ••• • ••• • ••• •is ••a • • • • 0:0•• • • • • • • • • • • • • httP //www.floridabuildin .or /l� r8 tIApx atdmNwGEVX wtD vIHvmuJRWcZ... 6/25/2015 _ P _d URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 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 5th 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-836A, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1,-lA,-2, -2A, -3, and-3A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-836A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. 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. .. ... . . . . .. Is • No 58201 ' -P: 'ZZ • ..• . 0%2 k: • • • •; . •* :*; 4/27/2015 : : Q • •• • Qti• 8WWF- OF "W' Lucas A. Turner,P.E. FL PE#58201 pNq� ' #. Lucas A.Turner • ';rartmi 2015-04-27 21:00-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES- 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yylNppyy gTSrR�S� SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1800 SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL OCALA.FLORIDAD IMPACT USE AS DEFINED IN ASTM E 1006 PER THE FBC. 34474 WWW CWS RIRI 2 CONFIGURATIONS(SEE SHEETS 2.3):VERTICAL OR HORIZONTAL 3-SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. .3"PVC (REFER TO SHEETS 2.3) MULL BAR 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W NDLOAD O DURATION FACTOR Cd--1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. a F S.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p ANCF'}R EU•P• ANCHOR(,'LIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Fp -——— Y • • ••• • • C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m •••: • •• 6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE N w•••s• APPROVAL O • •••• • • : Q : 8 O O B.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS 70 MEET ANY • • •f•i•• APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY Z REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, • •• E • •••• •• •• e• BUILDING OWNER OR CONTRACTOR. c a • • ••4• • • •Y•••• SINGLE gig 0= • 8.SLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN 1N THIS •••• •• GLE• •••x• X I DRAWING.$NUNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY • • •• • • • s • +I X INC.CUSTOM WINDOW SYSTEMS, AND MUST BE MADE OUT OF VINYL PVC OR • •s••• •• • II EXTRUDED ALUMINUM. Q''Z • Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE • •••• •• tistni/ • SHOW• •••• LIMIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ,,,%.- DREW • F E D —ANCHOR CLIP �, •'AGE Ng''•.t ii e 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. ��JCj r •••••• •••• • � 58201 •,p • w EXAMPLE HORIZ/.VERT.MULLION VERTICAL MULLION S USED TO MULL SIDE BY SIDE UNITS TOGETHER. •••• _ FOR SECTION VIEW ONLY * * '*I S.p= ANCHOR CUP a9Q STATE OF 1 441st Lucas A.Tumer q�o�3�cS 2015-04-27 NNZONAL-rc'o 21:00-04:00 O O �� 4/27/2015 LUCAS A.TURNER,P.E. R.PE 158201 1239 JABARA AVE. NORTH PORT,FL 34288 y PH,941-380-1574 X ^ X SHEET DESCRPTON: TABLE OF CONTENTS 4 A GENERAL NOTES AND U ELEVATIONS GENERAL NOTES&ELEVATIONS....._..._...1 __ DRAWN BY. DP CHARTS...................__..........................2-3 BOM&EXTRUSIONS_--------------_................4 ADE OW27/12 EXTRUSIONS..............................__---------5 SECTION VIEWS........................................b7 EXAMPLE VERTICAL MUL_L40N FOR CWS 836 A CONFIGURATIONS&ANCHOR NOTES.......5 PVC WINDOWS FOR SECTION MEWS ONLY INSTALLATION DETAILS..........................&10 $CALF: SHEET 1:25 1 2E101 Design Pressure Chart(PSF)for NON-INTERSECTED pact 3'Mu n -1758,with 1522 Gips using four(4)410 Screws Into WOOD or METAL or 3/116"11TWTapacne or ELCO ULTRACONSintD SOLID CONCRETE or WOOD per each end of mugon.HOLLOW or GROUT-FILLE BLOCK require 1/4'ELCO ULTRACONS. OP9£NG SIZE rrQ WINDOW YiY><TBli [39J 45 51 1 57 89 69 753/8 81 87 93 90 107 318 114 120 126 132 138 145 3/8 Y 808 SW 44TH AVE. 37 .0 80.0 80.0 80.0 80.0 80.0 9D.0 80.0 80.0 80.0 9D.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 IODDSOCALA, 44TH VE. eA 34474 423/4 80.0 80.0 90.0 8D.0 no 80.0 80.0 80.0 8D.0 96.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 WWW.CWS.CC 90.0 80.0 80.0 80.0 80.0 80.0 80.0 9D.0 80.0 80.0 80.0 80.0 no 90.0 80.0 80.0 85.0 53 1!8 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 65.0 65.0 85.0 Poo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 no 80.0 80.0 80.0 80.0 65.0 65.0 65.0 31 PVC 83 80.0 80.0 80.0 80.0 80.0 80.0 80.0 9010 78.9 76.6 74.8 72.5 65.0 65.0 MULL BAR 65 6b.0 65.0 66.0 86.0 65.0 66.0 65.0 65.0 65.0 65.0 65.0 sS.D 650 IMPACT 66 66.0 65.0 65.0 66.0 65.0 86.0 86.0 65.0 65.0 65.0 65.0 63 5 72 65.0 85.0 65.0 86.0 65.0 65.0 65.0 1-6-4.9-T-61-7-t 58.1 56.9 537 rn DP CHART IS FOR: a NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): qo 1522CLIPS• • • • )410 sdhP*s MTO W or�,,1�? 2 • •i�)3116'ITVN TAPCQNS orULTFCON3 INTO SOLID CONCRETE or WOOD w w -(4) 1/a"E►QaWl"ACONS INTO HOLLOW or GROUT-FILLED BLOCK O • • • • _:_.._. 1111 _. _ _._ _ _. ------- � " � Pressu ha F)br CTE Impact 3'Mullion H-1758,with 1776 dips w six(6)410 Screws into WOOD or or 3/16"ITW TCONCRETEF W • Q apcotla Or LTRACON8 into SOLID or 3 • • • • • WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4'ELOO ULTRACONS. i •• • OPEI�/NG SUE prn) 0 ••• •39• M 57 63 69 76 319 81 87 93 9g 107 318 114 720 126 132 138 145 3/8 • 37 80.0 80.0 80.0 8D.0 90.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 • Y 42 314 no 90.0 80.0 90.0 80.0 80.0 80.0 90.0 80.0 90.0 80.0 B0.0 80.0 80.0 80.0 80.0 � p 48 3/4 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 z unu • •+ 631/8• 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 850 65.0 65.057 • 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.080.0 80 0 l�.0 86.0 65.0 5 63 80.0 80.0 80.0 80.0 60.0 80.0 no 80.0 80.0 80.0 650 65.0 ��• 'p65 • 1 65.0 65.0 85.0 65.0 65.0 65.0 65.0 85.0 65 0 i NO 58201 = 86 • 65.0 65.0 65.0 85.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 84.9 51.7 59.1 58.9 53.7 <` p DP CHART IS FOR: �pOi� STAT E OR Fav/= NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: `.';( 7 '•'t N 1776 CLIPS 1 CONFIGURATIONTHE MULL BARN IS SHOWFOCUS N N BOLD.V� ♦ h��NAS-• of y /� -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL hsrrrnr (6)3118"ITW TAPCONS or ELCO ULTRACON3INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO R(SHOWN IN DASHES) x 2f- -(S) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CUPS. AN 412712015 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE 4 58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE MOPEN.M:111VE-2 TRIPLE TRANSOMTICAL MlAvON TRANSOMVERTICAL MULLION ( NORTH PORT,FL 34288 VERTICALMULLIONVERTICAL MULLION VERTICP3.MIx.L10N VERTICAL MULLION TWIN TRFLE TWINMIPLE PH,941-390-1574 HORIZONTAL MULLION HOF�NTAL.••L M HMZONTAL MULLION r DP CHARTS X y OPENING NON-INTERSECTED MULLS SIZE DATE: W ADE 09/27/12 Rev.LL o_- CWS-896 A � OPENINGSIZE� OPENING SIZE F•- I+-MULL LENGTH - 4 I--MULL LENGTH SI E: OPENMG SIZE MULL LENGTH SHEET 1:1 2 OF 1O Design Pressure Chart(PSF)for INTERSECTED Impad PVC 3" fon H-1758,with 1522 dips using tar(4)#10 Screws into W0000 or METAL or 3A16`ITWTapcon3 Into SOLID CONCRETE or VVIDDO,or 1778 cops �y�u with six(6)#10 Screws Into WOOD or METAL or 311 G"ITW Tepcons Into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW arGROUT-FILLED BLOCK require 114"ELCO ULTRACONS. // t7niN4,;sir OPENING SIZE rem) 39 1 45 51 67 63 G9 75 318 81 87 93 g9 1103/8 114 120 126 132 136 145 318 1900 SW 44TH AVE 37 50.0 5010 50.0 50.0 50.0 50.0 SOA 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.0WS.00 48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 50.0 50.0 50.0 53118 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 .3"PVC = 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 I MULL BAR 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 50.0 49.4 47.3 68 50.0 1 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47,6 i IMPACT N 72 50.0 50.0 50.0 50.0 50.0 513.0 50.0 50.0 50.0 50.0 50.0 45.4 41,0 75-375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 46.B 44.0 1 40.0 OP CHART IS FOFi• a • IN TERSECTE PPAP A(Pr 3"MULLION X7+58,HORIZONTAL OR VERTICAL,USING EITHER(PER END): p • ••Y522 CUPS • ••• • m 7P(4)#10 YOREMP dNTO WOOD or METAL • ••a(4)3/18'ITW TAPCONS ¢Cf, 2 ACR ONS INTO SOLID CONCRETE or WOOD Z (4) 1/4"E �� O ULTRAC OW or GROUT-FILLED BLOCK p •� ••lW67CUPe0 •• •• •• 2 N 6 #10 RPWg$INTOWOQQQ(ftVl- e: W •• •P(6)3/18 TApCONS or ELCO UCTRACONS INTO SOUD CONCRETE or WOOD a a • •••(6) 1/4'FJ QO ULiFRACONS WTO YOLLOW orGROUT-FILLED BLOCK o • • • • • if •• ••• o •• ••• •••• • • r• PpOREiy • • TWMRRPLE HORIZONTAL MULLION �a�GpS.��CBNA�L'Py'y� •••• V6iTICAL MlfLUON .JiCl Ne 56201 Z�jjL ¢ Uj --- - ISINGLEI -P STATE OF .4V u5 Z I TWIN I �i. iy+F-A 0 Rt ort'b��,� WOR -- -- $ ITRIPLE1 �+,�$ Al- UNITS IL IIL IBELOWI I I f 4127/2015 I ---OPENMG SIZE --1 MULL LENGTH--•1 LUCAS A-TURNER,P.E. FL PE#58201 1219 JABARA AVE. NORTH PORT,FL 34288 PH.941-3$D-1 574 SHEET NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL or. DATE: BARS)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS AN owor.- !INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT 80TH ENDS. CWS-836 A 3.NOWINTERSECTED MULL BARS CAN BE ATTACHEDSHEET TO THE SUBSTRATE AND OTHER MULLBARS 1;1 3 OF 10 ITEM P 1750 1 319'x PT}WI FRAMETYPE OPENING IOULL.BARCIDP Z"MINI6AR ) 1 H-1758 1 3±8"x 3'MULLION TUBE UNE ITEMS NOT USED: (F-1622-XXX) (F-1767-XXX) 2 a10 R 012 HEX WASHER HEAD TEK SCREW•sae Hole a 5.8,12 NEW F-1522.013 F-1767-001 3 010 x 1 1/2",PANHEAD PHILIPS ZNC <ZED RETRO F-1522-006 F-1757-001 PNDOWMTEMO d 010 FLAT WA HER 1900 SW 44TH AVE. 7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767-004(1.&R) OCALA,RARIDA34474 W W W.CWS.CC B SEALANT RETRO F-1522-013 F-1767.004(LdR) 9 S-1898 DRIP CAP NEW NOT RECOMMENDED F-1787-M 10 S-1598 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767!%11 T'PVC 11 -6018 MULLION INTERIOR ER 13 P-3486 MULL BAR CAP MULL BAR 14 F-152&013 3"SLOTTED NEW CONTRUCTION FIN MULL CUP IMPACT 15 F-1521.006 3' TTED T-CLIP 16 F-1767.001 L-ANGLE 3'MULL CLIP, TANDARD 17 -1767-004L L-ANGLE 3"MULL CUP,Flt,LEFT 18 F-1767�O4R j1NpLE 3"MULL CLIP,FIN,RIGHT N N 19 • • 01041EX R TEK SCREW • 0 FH y > • 'P35E WOOD 9S.REW SjE(/10 OR#?21,SPECIFIED N WINDOW LNIT APPROVAL DOCUMENT ILLI p0 • ••• •• ••• • • • • j cn • t 34"_ /4" 11113 1 7/16' 17116* •• ••�l13 •• •• I ••• 1170---{)�/—j}��.�� I Zj • ••• 11 ••t�4• 1 -Ltl �I 7116" 7113 a [C • ••• •• 1113 •••I 1116" 1!13 c • • • • - DRIP CAP 5-1896 1 i3�16" (1 15d13i t i3f13 �' < U • • MULIrON q�fRIOR •••• 13115' •• ••• COVER 8-8018 FLANGE ADAPTER 56981 • • • •••••• 27116' TILE g o •• ••• •4.13!8",� •••••y— 41re' 111/13 (17/3) 1<101 • • • 114•(rm • •14/18' I � 4p14Uug44y,, • • G •i ••• ••• • 1— 34' x`44 ?1 t4�' • •.•• TOP VIEW 2 7116• Y 6113 ` S'•• • 2 13/13 - „�t NO 5B20T bit 21113 490 TATE OF ,w'i` 3'NUCLEAR H-1766 13116' 1A3• 2 3113 ,yl�8<0 RNC�d��,` f_ �yn1Y„; rA 118' MULLION CUP 8-1e974 7/e' �Z L—fl 4/27/2015 2114' LUCAS A.TURNER,P.E_ O 1522-MI FLANGE FIL39 PE 0 RA AVE.011/6- RETRO/FLANGE CLIP 1239 JABARA A NORTH PORT, 4288 � PH.941-38D-1-1 5774 47W yH P_T N: F-1522-013 A NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS SCORE,BEND AND BREAK i TO REMOVE FIN FOR FRAME DRAWN 8r: DATS'__ ATTACHEMENT TO MULL BAR ADE 09/27/12 DETAIL A TVP.FIN FRAME 3:1 owe REV.: CWS-838 A SCALE SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 606376 UNLESS OTHERWISE NOTED. 12 4 OF 10 'i"M1HL CLP "L"M CUPFRAME TYPE OPENM 1b -XX% (F-1767-MX) FLANGE NEW F-1522-013 F-1767-OM WINDdW SYSTEMS RETRO F-1522-0O6 F-1767-001 1900 SW 44TH AVE. FIN NEW F-1522-013 F-1767404(L3R) OCALA,FLORIDA 34474 -00 RETRO F-1522-013 F-17674(L6R) W W W.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 .3 PVC MULL BAR IMPACT • 0000•• • • • • 234' 2114" W • • 0000•• -� 0:4 000 • • • • • • R zQ w • ••• ['c• 000• 166WSW) IL • ••• •• d3 RE • • • 0 • • • • •• 0000 • • ••:•0• 7116•TMU(TYP) 114"rHRU(TVP) .. •• ••• •• 00000• 1? Q • • • • OUT8IDE ,,��4�*>c1OREyy 1p+i •• ••. 0000 1/4• • 7116•(TVP) GEH +.G+• 3V 3/8 r? Nb 58201 L 15/8" 12 314'1 1516• :•a a� M9 8TA TE OF iO4 3' l'am•l- S1►+`Q�OIYAI.. 41 '500 00l �' N_ t 1i+ 4 kOWQ•ve � v6" rn++hn>ta� 1/2' 1Y2• 6716---� 4/272015 LUCAS A.TURNER,P.E. 2314" 23/4" "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE A 58201 5" 5' 1239 JABARA AVE. NORTH PORT,FL 34288 "L"ANGLE 3•MULL CUP,FIN(LEFT)F-1767-004L 'L"ANO LE 3•MULL CLIP,FIN(AIGHT)P-1767-004R PH.941-380-1574 OUT8IDE SHEET DESCRIFTM! EXTRUSIONS DMWNBY-- DATE: ADE 0927112 owe r. EV.: CWS-836 A E SHEET 1:2 6 OF10 I WINDOW 3111111 1900 SW 44TH AVE, OCALA,FLORIDA 34474 WWW.CWS.CC 3"PVC SEAL BEHIND FLANGE MULL BAR SEAL BEHIND FLAJIME PRIOR TO ATTACHING 0 APPLY SEALANT ALONG FLU. IMPACT LENGTH OF WINDOW FRAME 2 PR10R TD ATTACTO MILLION GROOVE PRIOR TO ATTACHING TO MULLION 2 1: 2 COVER - 1 9 I 1FIN!MUST 1 'e 11 11 1 11 ',,. Sad W ERBF W IAOVBDG• CONNECT TO MULL Y • LD N • ••• 8RIZCNT ' ORIZNTAL MBAR SECTION wlCLu • • V FLANGE FRAME WINDOW U FIN FRAME WINDOW cc e BOX FRAME W�1DOW n • •• ••• •• •••ss• d z • i •••• • •• APPLY SEALANT ALONG FULL �INnniiy 1 2 • t i 1 2 LENGTH OF MULLBAR GROOVE �%%, ORE►y# •• ••• •••• 11 �� • PRIOR TO ATTACHING DRIP J ^^•'- r(,ryy { • • ADAPTOR k` • No 56201 4 b FIN MUST BE REMOVED D 1 I S •aL' WHERE WINDOWS CONNECT TO MULL Q 9 TAT! O'DETAIL AT4/27/2015 9SIOEAL BEHIND FLANGEI (�DETAIL B) LUCAS A.TURNER,P.E. SEAL BEHIND FLANGE 1 (8EE DETAIL B) PRIOR LI ATTACHING APPLY SEALANT ALONG FULL FL PE#58701 PRIOR TO ATTACHING TO MULLION TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE- PRIOR TO ATTACHING FLANGE RTHV L MULL BAR SECTI � ERTICAL MULL BAR SECTION ADAPTOR 1 SPH. PORT,0-1574 FL 3 ZV 6 FLANGE FRAME WINDOW QFIN FRAME WINDOW f L $HEFT DESCRIPTION: SECTION VIEWS r MULLS 5mmww MTE: ADE 09/27/12 DETAIL a CWs-m A SCALP SHEET 12 6 OF 10 w NOTES: ��ND..... 1.THE MULL BAR IN FOCUS FOR ANY GNEN CONFIGURATION IS SHOWN IN BOLD. TWINN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO R(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CUPS.AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW,CWS.00 ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3.NON-NITERSECTED MULL BARS CAN BE ATTACHED w _ = TO THE SUBSTRATE AND OTHER MULL BARS. 3r,Pv`, MULLBAR IMPACT II II �I �II II • •• �•— OPENING SIZE -�I OPEINIrNGSIZE F� OPENING SIZE -+-I OPENING SIZE I-� .'......, I • • ••... •• • • TWNriRPLE HORIZONTAL MULLION } •••) w• • •TWIN • • TRIPLEm • HORIZONTAL MULik-Mo • HORIZONTAL MULLION HOFNZONTALLMULLKNI VERIIC,AL MULLION • •• ul ••••• m • •• ••• •• OPSENIND ISINGiiLEI F • • t7 w TWIN o a • ••• Z • N OIL w ITRIPLEI I I tt • • • ••� ••• •• 9� __ o :•0••: o • ••• •• IBITS ELOyI O • oT I I a z •: ••• MULL LENGTH _. •• T �–MULL LENGTH ----II • w•• • •• MULL LENGTH I Fes-- –�{ MULL LENGTH NON 1% • • • • OPENING SIZE »nrn •• ••• •••• • • ,SPT;�E�.WTG4lw w••• �w t NO 5820'1 �"„ 9•• STAT E OR t�C 4 NOTES: O'dRti'a,;.OR1p*ft2�� yhhB�dNI►1.��r�` 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS,IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL rrrnrrNN DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(1110 OR 412)AS THE y WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT412712015 SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE i,SHEET 9. LUCAS A.TURNER,A-E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS 9N C(NNTACT W ITH PRESSURE TREATED 826 FL PE 4 51 WOOD MUST BE PROTECTED TO PREVENT REACTION- 1239 JABAPA AVE. i NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1374 MINIMUM SPECIFIED IN TABLE 1,SHEETS.OESCRv 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTCONFIGURATIONS AND ARE OPTIONAL RATE-1 X BUCKS ANCHORAGE NOTES 6,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEET$4.5. bRAWN BYBY. ADE 09/27/12 7,WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, GwG r SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOLIMEMENTS AS SHOWN IN TABLET,SHEET 9.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-838 A 8-SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS; SHEET FMAIAAMA100(FINWINDOWS),FMA/AAMA2(IO(FLANGEWINDOWS), FMAANDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) 1:1 8 EE 10 I wn5oow��A 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS,CC 3"PVC MULL BAR IMPACT -RETRO FIT "L"ANGLE MULL BAR CLIP MULL BAR CLIP TWO REO D PER EACH END OF MULL n W • •• Pj1 MULLBAR „-, MULL BAR � • • • • - IISTALLATION ANCHOR - SEE TABLETfNSTALLATINSTALLATIONXJ ANCHOR Wm •••••• ) ••• •• • • • � SEE TABLE 1 • r 9EALANTALONG• - - ADD STRUCTURAL ELEMENTS S2 �I • OtlTSIDE EXPOSE*••• ..__ - AS REO'D TO MAKE LEVEL FOR SEALANT ALONG ____ -_ ADD 3TRUCTURAL ELEMENTS 1„i • EDGE BY INSTALLER MULL BAR OUTSIDE EXPOSED — /�RE-O'D TO MAKE LEVEL FOR 000000 •s •• •• w EDGE BY INSTALLER MULL BAR ± y • PiRIMF;ER SEALAiTT a 9 ••••• • BY I NETHER S •••••• PERIMETER SEALANT cc F cc W 090,000 • BY IDE AND OUi MIN.EMBEDMENT 9Y INSTALLER W. a SEE TABLE 1 INSIDE AND OUT MIN.EMBEDMENT e ••••• •• • •••i SEE TABLET • • w-§UBS &TE BY OTHM••• SUBSTRATE BY OTHERS • ••: %E TABLE 1 •••••9'*, SEE TABLE 1 O MIN.EDGE DIST, MM.EDGE DIST, 4 O 000000 •ISEE TABLE •••••• SEE TABLE Z • • • j D1 VERTICAL SECTION • ••• • ••-- rE VERTICAL SECTKMI `. nur8A • • • 9 TYPICAL FLANGE ETRO ANCHORAGE 9 �+ (R F� f TYPICAL FLANGE('L"ANGLE}R FLANGE IN yap p,�tOREW l •• ••• •••••• • • HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION =NOa��G1: , 0000 !' No 56201 �% ' ".ia Sp0 ti BTATE OF r�k►`2 I 7�'eR y�E O R L�l,:�•�� Rnga z� 4127/2015 NOTES. LUCAS A TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME, FL PE#58201 TABLE 1:APPROVED MULL CUP INSTALLATION FA9TBIERS 1239 JABARA AVE. ST• 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 TE(2.0 KSI MIN.) 3116 ITW TAPCON 1^ 3- 20 AFTER INSTALLATION. PH.941-380.1574 1^ SWETDESCRIPTION: 3.UNITRECESSAS RETRO MULLION GLIP 3B"MAX.FOR CLEARANCE OF WINDOW � HOLLOW aGROUT-FLLED CMU(ASTM CAO) 1/4"ELCO LB.TRACON 1-1/4' 2-t/2" UNIT AS NEEDED. INSTALLATION DETAILS 2XMN.SOUTHERN PINE(G-0.555) OR ODULPCON 1.3/B- 7/8" FLANGE OR ELCO ULTRACON 4.FOUR(4)ANCHORS REQUi1ED PER T MULL CLIP,SEE SHEETS 2-3. THREE(3)ANCHORS REQUIRED PER"L"MULL CUP.SEE SHEETS 2-3. ATE: MN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1.3/B" 7/8" 16 GALIGE(0.060')MIN.STEEL STUD #1 D-16 HILTL KWK-FLEX OR ITW FULL THREAD 7/16, 5.BEAT MULLION TIGADE 09/27/12 HT TO MULL CUP. DyyC r. (33 KSI YIELD MIN) TEKS SELF-DRILLM SCREW THRU 0.0w 1/8"AWM.(6063-T6 MN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A 1/8^STEEL(33 KSI MN.) DRILLING SCREW THRU 0.72Y 7/16" SPECIFIC INSTALLATION DETAILS. SHEET 1:2 9 OF 10 WINDOW SY�TEM6 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.Cws.CC 3"PVC MULL BAR IMPACT RETRO FR Z'ANGLE CLIP ui • •• MULL BAR CUP TWO REO'D PER EACH END OF MULL 'I 0 • • ••• • • i.Yi,. • •••• • MULLBAR s MULL BAR • • • • • I m •••••• L��,— �I - •••••• • • • �. `=L -_-- INSTALLATION ANCHORr INSTALLATION ANCHOR Z • • _ ° SEE TABLE 1,BHT 9 i ( SEE TABLE 1,BHT 9 I d N • • •• } IIrS c ' SEALANT ANONGE SEALANT ALONGE ••••• QJTSIDE*XPO,SED •• OUTSIDE EXPOSED , F • • EDGE BY INSTALLER ed p; EDGE BY INSTALLER .+q;• o a ••••• • • • ••q Lu T�?AIpR FrNISH MIN.EMBEDMENT EXTERIOR FINISH __ MN,EMBEDMENT a i� • • SYOTHE� • �•�a - - - SEE TABLE 1,SHT 9 BY OTHERS qa SEE TABLE 1,SHT9 j W i •••••• PERIMETER SEALANT PERIMETER 8EAUWT a • • BY INtTALLER ••• s• BY INSTALLERINS AND OUT •e e?• INSIDE AND OUT •••••• • A$TRATE BY OTHEAS••w, SUBSTRATE BY OTHERS • E TA§gj,BHT 9 • •.� SEE TABLE 1,BHT 9 W • •••••• •••• ••• MN �g,EDGE DIST. o I+ «I—MN,EDGE DL4T. S�pg.i�EM •�Vi�yiy • • F VSEE TABLE 1,SHT9 VERTICAL SECTION G SEE TABLE 1,SHT 9 �.(�1�• �•'., s •••• �YERTX:AL SECTION 10 TYPICAL FIN(RETRO RT)ANCHORAGE 10 TYPICAL FIN(•L-ANGLE)ANCHORAGE Ste. 58201 HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION Vo% STATE OF •tu �y_n�sti�O zz 4272015 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 1239 JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,Fl.34208 AFTER INSTALLATION. PH.941-380-1574 2.RECESS RETRO MULLION CLIP 3/8•MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: UNITAS NES. INSTALLATION DETAILS 3.FOUR(4)ANCHORS REQUIRED PER MULL CUP,SEE SHEETS 2.3. FIN THREE(3)ANCHORS REQUIRED PER-U"MULL CLIP,SEE SHEETS 2-3. DRAWN Sr. DATE: ADE 0927112 4.SEAT MULLION TIG14TTOMULL CUP. - -- 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-83$ A SPECIFIC INSTALLATION DETAILS, SHEET 1.2 10 OF 10 i MIAMI•DADE NHAl1II-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADIIIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) winv.ndamidade.Qov/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 maturer,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless,otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of.thj�.egirg NOAHshall be provided to the user by the manufacturer or its 00 distributors and shall be atdilable for"ia4pectjog attlte job site at the request of the Building Official. This NOA revises NOA No.13'$81519aiidlMisists of this page I and evidence pages E-1 and E-2, as . . . .. well as approval document m.entioned.... .atov.e. The submitted documentation was reviewed by Jaime D. Gascon,P.E. .. . . . . . . . . .. NOA No. 14-11051 Goo MIAMI•D DE COUNTY ;' �s +rte Expiration Date: May 26,2016 1�lul 22=411 �._�:_..--•"'� Approval Date: February 12,2015 ... Page 1 . .. .. . . . .. .. ... . . . ... . . 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subinitted under previous NOA No. 10-0819.05) 2.- Drawing No. 63003R, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Subruitted under previous NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 51h Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal isspgd tX 1 rode;t Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Chscon, Zx 011 t;Cpntrol Section Supervisor. 00 Soo . ... . ... . . aime D. Gasco ,P.E. • Product Control Section Supervisor •• • NOA No.14-1105.01 % ••• ••• ••• Expiration Date: May 26,2016 Approvai Date: February 12,2015 . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT"443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted corder previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FT"443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion—L.M.I.", approved on 11/31/13 and expiring on 05/26/16. JaintiieJ♦"A Gascon,P.E. • . Product Control Section Supervisor •• • NOA No. 14-1105.01 • •• • • • Expiration Date: May 26,2016 Approval Date: February 12,2015 ... . ... E SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 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 IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS-._.........................1 �$ ELEVATIONS......................._.........1 a rc 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 0 e� MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO iX&MA30NRY.._._.......2 S MULLIONS / -� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES_.................2 SEE DETAILS -RECTA 1.07 HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 70 MASONRY..............__3tO A-D,G,H; SHAPE N SHEET823 MULL TO STEEL STUD....._............3 71 m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............„..............3 F I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS......._................._.3 N Ul III / : IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATON FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNAraTE CLIPS..._................4 Z CO ♦ BAY MULL INSTALLATION..............4 1X2X.126 MULL SPECS...............6 J W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE j = 1 INSTRUCTIONS. X2.76 X.376MU.LSPEcs.....__ W� Tn TAI SEE THRU G; I I / iii /j1 SEE DETAILS 5A)USE THE COMBINED IJCHORAGE FOR THE WIDTH OR HEIGHT OF COMMON MULLION EE ELXAMP�S ON THIS SHEET AND 3HEE724ADJACENT FENESTRATION D FOR MULTIPLE IFIITS,CONSTO DETERMINE IIDER RES AND 1 X 3.125 X.600 MULL SPECS.......1 j C ATHRU G; / 110 •• 1X4X.126 MULL MULL S....._._.....11 SHEETS 2J _ I -- A THRU G; 1 X 4 X.375 TUBE MULL SPECS...11 • ` r 1 -- 3HEET32J ONLY TWO ADJACENT UNITS ATA7IME WHEN USING THE DESIGN PRESSURE TABLES.THE LOWEST DESIGN /X 4 X.376 T MULL SPECS........11 ~ > J •••0• \ I ,L I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. g W / I ` • I I / 1.26 X 3.188 X.2&5 MULL SPECS • • • OPFl/91G 1.26 X 3.26 X.100 MILL SPECS 13 z (L �1 L 0••••• HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLESFOR ,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.26 X.824 MULL SPECS.....14 0 $ 6:4116 LENGTH 0 • • • HORIZONTAL 1.25 X 3.94 X.824 MULL SPECS 15 Z $ �jJ MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.za MULL SPECS.............„.1B <L1 V • • 0.000 SEE DETAIL E, 2 X 6 X.25 MULL SPECS....._......-.17 • SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 126 X2.11 X.126 MULL SPECS....16 •c•• • •� •• ,X'• AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LU • • �('� REACTIONS. 30'X 3.26 BAY MILL SPEC3.........19 1- Q � O 99:: • 00000 46'X 3.25 BAY MULL SPECS.........20 • MULLION B CLIP DIMENSIONS......21-23 I— Z FENESTRATION 8)REFERENCE:TEST REPORTS:FTL•6443;ELCO ULTRACON/AGGRE-GATOR NOAS:ANSUAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 16 2.._......._..............24 .O • •• •• • 0000 ,. PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.-._........_._..25 N • • • BE OF ANY TYPE. w • • • •• 0090 MUST BE Q' W Y Y ••••• 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F Z to to 01000 MANUFMANUFacTURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH () W BY Q ••.•• • �-I I - PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d Z 0�� • • • /$#%PETALS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. • qtIZONTAL • • A4*,H; ••••0• 4___L • SP*W 25 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING • LBadM WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA • 000 HORIZONTAL MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS” FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR/TRAPEZOIDAV. PRODUCTRBYISBD m mclpiyhy w&M the Flaide RAUL 1— LENGTH i` --OPENING WIDTH--II--HORIZ.MULL LENGTH---I 4)FIND THE CHOSEN MULUOMS MILLION CAPACITY(LBSEP)FROM TABLES 1A THROUGH 16A ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING B00d1e800de _ I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A..m, 0e N0 Osl 4. MULLION CAPACITY(L BSIFT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN 4pYell".D lZo1(o P OPENING STEP i). y— HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE M NodOa CoBlrol� OPENING MULL �' HEIGHT LENGTH HORIZ / �, VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLMULLION CAPACITY. 11111 11111 MULL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LENGTHp NN 4j L L Il' ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•' VCENS�•!!F CAPACITY IS MET. NO-58705 *' SINGLE MULLION SINGLE MULLION FOR VERnCALMULL 7)IF THE MULLION CAPACITY(LBSWP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LSS/FT2)FOR THE = ; .� OPEIBNG WID. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS ="O FOR VER71CAl MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE : �!6�qz: "'"-- 11 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION -O�•• a FROM FIGURE t ABOVE. 1, -•.,CORIDA„••' �� CAPACITY(LBS/FT2)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION S ....,... 8)PRODUCTASSEMBLY. OPT ON USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 7()NALI ENG1�\ A.LYNU MfLY9 ,P.E. FL P.E.#58705 � LLO DETAIL A: DETAIL B: MULLION TYp.ANo MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP PER SU89C TRATE, �� OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT / SEE SEE TABLES 16 188 e (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE 1, I 1 MULLION SHEET 1. 5 m I I I I N N W /� 6 I I q I I •- .• '. .•,... Z IV1--V s� I I I SEE SHEETS ° 9 I 1 MW 2.7 XSI EDGE 1(J I0 I CONCRETE OR CMU -J ERHER THE I I 11.25 FOR HOLE .1 I I DISTANCE, _I W LOCATIONS I I SEE SEE TABLES _ STANDARD I ^ 1 1 EDGE DISTANCE 1B-/8B a L UJ OFFSET MULL ° EDGE m m 8 Q CLm MAYBE I DISTANCE ° I e FOR MASONRY W a (D INSTALLED BY d ° I II FOR WOOD I I ANCHORS m N O h THIS METHOD. q q SCREWS L,Z�• F� q aQ { i SIDE VIEW F Z "�' J ALL MILLIONS Gq J • • e ° e EITHER THE F- 7 • • ° - G STANDARD ORS 7 V g 2 • • 000 • n• • ° q a e ° d OFFSET MULL ? M •••0•• • ° • ° a CLIP MAv DE D: {I W INSTALLED BY H 09 Z • • ••••• • a EXTERIOR ° ° THIS METHOD. J •0 0 0•• • 0 • `• a °G d EDGE 4 • • • � ° e ° q DISTANCE a Z Q W • 000.00 \ n FOR m Z O O MASONRY 0 Q 0 0•0•0 •0 •• •• •• „/� ° THE OFFSET CLIP IS ANCHORS fn C) • • • • • (j RECOMMENDED FO2 T ••••• • ••••EXTERIOR q 4 FM-FRAMED W Q WINDOWS,BUT MAY 0 • •• • •••• ALSO BE USED FOR ER FTYPES ° F > • • OTHRAME . •••• • V Z Q 7 l • • • • •• 0000 •0.00Q� Z • to U)• • • •0000• 0 TYP.ANCNOR ••000• •• •000• TYP.ANCHOR • • • 7YP.ANCHOR PER SUBSTRATE, PER SUBSTRATE. 0 • 0 0 0 0• PER SUBSTRATE, SEE TABLES 13-188 SEE TABLES 16188 0 • • SEE TABLES IB•188 .�EDGEIBCD E-AE.NT •0.0 0• 0 0 0 DISTANCE SEE TABLES -EMBEDMENT 0 BUCKSTRP16188 T ANp EMBEDMENT' -ACJIMENT • BY OTHERS. •. • , SEE NOTE I. , SHEET 1, MIN 2.7 KSI CONCRETE OR CMU PRODUCf R8V196D SIDE VIEW FRONT VIEW 0 uud��Tdlh"plbd s ceN• 4 FRONT VIEW Da 20 INSTALLATION NOTES: :Aiaml ode P.16d Como`+ 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ow.'' \�� ONY LYNry�T//�� ONLY.BECAUSE THE AE O CE,THE CORRECT QUANTITY AND LOCATION R CAPACITY I OCAT ONO ANCHORS MUST FOLLOWED,REFER THES BASED PARTLY ON THE ANCHOR TO TABLDISTES N THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. NO.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �o; 's )5 ;:•�� 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ;�s'••:c<ORIOPF,',••' ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. �,S/n•... ''.F. A.LY jll )1,51R� E. FL P.E.158705 DETAIL E: w DETAIL C: tom. MULLION TO MULLION ® '< INTERSECTION NOTES: � MULLION DIRECTLY ATTACHED TO ^ ` MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR o 11 (STANDARD CLIP SHOWN) INTERSECTIONS. q VARIES EY 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. ul N I I TYP.ANCHOR c- , EITHER THE I -PERSUBSTRATE, STANDARD OR I SEE TABLES 18438 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 3 OFFSET MULL FOR CORRESPONDING MULLION. Z TOP VIEW M N Q CLIP MAV SE I I FOR EDGE DISTANCE AR1LUp1 WWW INSTALLED BY II THIS METHOD I I ANCHORS MASONRY VARIES-F--� J I I I I 912 STEEL SCREWS. SELF-DRILLING OR PREDRILL a: Tn tEXTE�RIOR MULLIONANDUSESMS ILLpm O 01� 10 JMULLION ZEXTWOR• 4. ea O 7EDGE DIST THE OFFSET CLIP DI5• • AI'♦LERECOMMENDED FO•••••• FOR ANCFIOTi.� " C MAS FIN-FRAMEDLINTERSECTION WL O BE USE T MAY•••• ALSO BE USED PDR U{I.IP JOTHER FRAME TYPES. Q Z V TYP. •••••• j • • 0090 dBUCKSTRIP - Z Z PER SUBSTRATE, • SE TA •S,%13B 0 0 SEE SHEETSFOR••••• TYP.ANCgHOLE LOCATIONS • PER SUBSTRATE, � • • / AN.Ip SEE TABLES 18-138 FRONT VIEW EDGE W -i Y Y •••••� •• • ATTACHMENT DISTANCE SY OTHERS, E TABLES 111-138 V N Q • ••• 000,0 SEENOTEI, Z ••�� - SLEET 1. Z • ••• • •DA - EDGE d DISTANCE 904 SEE TABLESlo •••••• I.Ir.;KSICONCRETE OR •••• MIN 2.7 KSI CONCRETE OR CMU 1B-138 SIDE VIEW •• • •••*FRONT VIEW•• SIDE VIEW DETAIL 0: • • MULLION ATTACHED TO 000000 0000 • • STEEL STUD • 0000• (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. TW.ANCHOR A //��''PER SUBSTRATE, \ SEE TABLES 18-138 ODUCFRBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ti SEE SHEETS ® m%ly(ny%vkh IM Rod& ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2t•23 FOR ndt"OD& _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE LOCATIONS No FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. N 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. .�\` MuuION ® I1 Inlnt �e Plodua Con!P 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. DGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED I.-- DISTANCE NCE NONY LYNN ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. FORSTEEL STUDS THINNER THAN SEE TABLES �- C��•"1•ICEN ` FRONT VIEW I 1B GA AND COMPLIANT WITH THE FL BUILDING 16-138 `*P, Sic ..;p CODE.A 2X WOOD BACKER MUST USED. _ ATTACHMENT BY OTHERS. No.58705 '•>} EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = NOTES: :• _ z 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD =0,n'•, ST CO ANCHOR VALUES MAY BE USED. �;�s.'•F<OR!DP•..•'�-�� 2)SEE CORRESPONDING MULLION TABLES, �01VAL SHEETS 6.20,FOR QUANTITY OF SCREWS. A.LYNN MINM,P.E. FL P.E.1158705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ SEE DETAILS A-E, 30'OR 45- Y SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. In N MUILXIN J" m O O Z F O O Q W O O O O O O O O TOP VIEW (=n SIDE VIEW LU SHOWN WITH PX 4•X.125• I TOP VIEW I I j co to N � MULL" Z J •• I j I I TYP.ANCHOR EXTERIOR• •� PER SUBSTRATE. V • • ••• yy • •• I I SEE TABLES 16B OR 169 Z •••• • / •••• • I TYP.ANCHOR \ I 0 .. • • •// • STANDAROM&tIONCLt ! PERSUBSTRATE. I I EXTERIOR •••• • :•••• FLED TONT FIELD SEE TABLES 19-148 m I I J1 • . MIL�TIONs.• 2•X WANGLE CLIP, F' Z Q C) p • 7- •••• C I I I 2 PER MULLION ENO,MUST BE � Q Z N • 1 I �` I I INSTALLED INSIDE OF SAY MULL. O p •••• • •• •• • MULLION I m • • I •••: • �' ••••• ••• 0090 I I �rX.i ••• ~ N I `•1 • • II i I I 2PER MULLION END. ` Q .� j O O • • I I I MUST BE INSTALLED d G (0 (n 0 • • • •� •• • I I INSIDE OF MULL. 000 • OR 0000 • •• •• • 1 j �-_ � �'7�•'7 • •• • •• <b • •TYR ANCHOR PER TE, \ •••••• •• • SEE TABLES 18-148 • • A ••• L,./fJ INTO WOOD, STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR ___0_ PRODUCT REVISM� O EDOEagTC Ap- mtomoyhgwNhThe Fkdb PFR BU6d19s QDM A �""-J,•n ooepOmrcf N0Sol ® ® INTO WOOD,STEEL, UW ® ® ALUM,CMU OR MASONRY EDGE O DISTANCE �ANCE uAmoduct PER ANCHOR L1111111117j EWE� -®--- --� E agT' @ NOTES FOR INSTALLATION OPTION G&H: \ O PERANCHOR O P�'��•''�1eeNSF•<<F,p�i NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. •: * i No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE /n ' LOCATIONS. -'0 K q 2)SEE TABLES IR-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 160 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =�Q�•, $q t 5 ;-�� 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. (ass. CO..L-•''G\?: !ONAE� A.LYNN V BILLER,P.E. FL P.E.A 58705 TABLE 1A • g Mullion Capacity Table(Ibale) Opening Width(for verticaIVVwrl nvAoro)or Opening Height(for hmimr9ellyapenningmUlons) -- so In 601n70In 60N BOM 100N 1201. 140N loci" O Reamn9dy TmPRdaW. R4emnpder TmidMmp.I INCUnpubr TmprMaq. Roomngda Rop/l". ROefOn9dr Tmp/r6enp. R.clen9der Trnplrnrp. Reetereder TgWr6vq. Raclenp4s 114W70Ma. Raalsnp6er 7mplTd•g. iSSG 1 x2x.125 L4.dn9 Laadm9 Lowing Loadm Lo•9n0 Loednp Loadn9 Loft L.adrp LoMnp W-ft Lo.dn9 Loadln9 Loed" LoWn9 Loading L-ft Loadro eY 3 Alum.TubMullione �_ _ _ 3 _ g Z "gym o (12it1J1 408 129,6 332 932 406 116.6 326 79.9 406 t07A 321 60.9 408 104.4 319 62.1 /06 104.0 319 55,9 406 101.0 319 16.6 !06 104.0 319 39.9 406 104.0 319 36.0 106 101.0 319 W 74.9 312 63.8 266 624 312 73A 262 616 312 67.0 246 46.6 312 63.2 246 41.0 312 61.3 244 37.5 Jit 61.0 244 31.2 312 61.0 244 20.8 312 61.0 244 214 312 01.0 W.9 201 70.6 231 612 291 61.6 226 16.0 281 65.7 224 39.9 201 02.1 222 35.5 281 68.1 220 31.9 281 49.3 219 28.6 281 40.3 210 22.8 281 41.3 210 20.0 201 40.3 219 UJ oUJ 51 In52.8 241 61.6 207 41,9 241 49.8 202 37.6 247 44.8 199 329 247 11.5 196 20.2 247 30.4 194 20.3 247 38.4 193 21.8 247 38.1 193 16.6 247 35.1 193 10.4 N7 36.1 103 ? N 60 In36.4 200 11.2 170 32.0 200 35.4 106 27.4 200 31.6 163 24.0 200 26.0 180 21.3 200 27.1 159 t0.2 200 26.0 157 10.0 200 26.0 146 F 33.1 1 o A 1165 27.6 tet 30.3 let 23.7 1181 26.9 149 20.7 tet 24.5 146 18.4 181 22.8 144 16.6101 x1.7 143 28.8 t>!5 •10.6 142 24.0 18S !fi1 Me 20.0 165 211 136 18.0 165 21.0 134 z 22.2 139 23.3 a20 16.6 189 19.9 118 16.9 139 17.6 118W 16.9 1 1. O9 16.7 125 16.8 107 17.6 110 10.2 104 H J e- 7 Q N O • _� ANCHOR CAPACITY ADJUSTMENT FORMULA: Lo AnohorCapacity Table IM ANCHOR CAP„p,,,,y N ••••• • •• 2.7k C400mte S5k Care. 110105 CM11 RNM CMU PT Wood Mewl (�)X( ).ANCHOR CAP.- N •' • YtY Ek0 1/4.88 Eko SIfY Eloo IN'88 Ebo M/0 el.N atR 8ted Mal. MUI-LION CAP"'""'u` x ••IRflhRrcup Pa�rt11•• • Anc.riy�o •Tlte'EkoUlh.eon 1p'Ekounraean U.con Yf6'Etootmraoael 1/4•EbolAkeoan AppmOdor (IRo.on Ao0m60lor eon57(OSIswmf05) 9~(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Y ` N Edpe M. 7 2-VZ 1• 2-17 3.118• I• 2.Vr 1• 2.1rC 2' 3t/e• 2' 0.4Y 0.61• o.J24• CAPACITY REQUIRED"CORRESPONDING TO AN V Q • • •-EmbedneM tap' 1.V4• Ia1P tap' z 1-iN' 1-1p• t-ip• t-tp' 1-1p' t•YY r 1alC /a18' eda AC7l1AL PRESSURE REQUIREMENT FOR THE X O O 2Amho 4.75•Min.O.C. leMedaomd si�r�j �. 3005. 450. an be 18441. 27061 2!01. 3541. 7401. 374. 661. 946. 341. /421. 660. OPENING,WHEN IT IS LOWER THAN THE MULLION d"� Z�6r3 N 4 Anohom A L1Y W.O.C./8mad.rd Woe.-4 C"IFb4rk 480. 7001. WA WA WA WA 31101. WA WA WA WA WA 02. aes. nxo. CAPACITY(FROM THE TABLE)OF THE SELECTED �_ € 0004%Mhom Q MAL WC.1(2)20 Areb alp. nol. aeo b. 1660. lme 1. 540 be 6601. WA 7601. 7481. m1a, 1892 a. 5629. ease. 1120. MULLION.IT WILL YIELD A MINIMUM ANCHOR G�a� 2 Anohae 0 0.4Y MM.8.G .a h6o.12Y Alum.Rb.4k WA WA WA WA WA WA WA WA WA WA WA WA WA NiA 716. CAPACITY WHICH MAY BE USED TO QUALIFY 225. 4451. 822. 1351. 1401. 1n. 370. 187. 3321. 4n. /7o 1. 22t 1. leo. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ane t In.O.CI FCIip .6F . 350. WA WA WA WA 1901. WA WA WA WAWA 341 I. 4421. 680. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,(IBE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR DUCTREV1.9BD • . • • smtrylfytlfy 111tbWPIwWa i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR.FORMATION ON LOADING. D9Ud1NILbd9 _ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - FIGURE 3: Ntdmi adc Pro Caniroi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFS SHEETS 21-23. • • HOLES TO BE DRILLED U4 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ILYNV ANGLE CLIP MUST BE USED IN PAIRS. L 125• \� '��`�'• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FlLLED ��,.' LICENSE•.,F � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' _ No.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i'X 2•X.125'MULLION LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ ;• �( r THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR 410 S.S. SATE0 ;'C(A4) ''•F..OR.DP.. p G; 10NAL A.LYNIJ MILL9R,P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table alley Opening Width(forlerlically-spanning mdions)or Opening Haight(for panning millions) IN �601. 80 h 701n e01n 90 in 10o 81 1201n HO N 180 InRedaroular Trepridare. Roctargula TnNrAare. ReolaripuNr TreWTdang. Redereula TraWfdarp. Rmt-ou"I. 7reWTdare. Radangdar TwPTMr•. Reoten9alar TWmang. Rodapuiar Traplydang. Reclareular Tr WTrhM 1x2x.376 Loading L-ft Loading Loading LOMIre LoadMB Loading Loading Loaft loading Loado• Loading loading Loading loading I.mdiro - 1padire l.0adp �Y Alum Tube g1 1 4m 3 3 z � 1of 421n 170.0 820 170.0 435 161.3 682 170.0 478 12@7 882 17@0 609 113.6 BBI 18&6 618 100.8 8a2 786.8 517 80.8. BBI 1989 517 76.7 Eng 18@9 517 61.9 862 18@9 517 MY 682 16@9 517 O Ili 461n 121.8 607 13@0 419 VIA 607 1192 HO 88.9 507 1067 403 7@0 507 1028 See 87.0 W7 99.8 307 W.e 507 99.0 396 6a7 607 99.0 388 43A 6D7 89.0 �8 3@0 007 99.0 398 J W SOME In 103.7 458 114.8 379 68.4 458 00.9 371 74.1 466 986 384 64.8 456 84.6 389 67.a 188 81.3 357 61.8 458 60.0 368 43.2 466 80.0 358 37.0 158 80.0 358 324 450 80.0 358 � •�� O 541n 884 400 93.3 338 712 400 80.8 328 61.0 400 727 322 53.1 400 87.3 318 47.5 400 64.0 316 427 100 623 314 35.6 IOD 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 W fffpaa"' F BON 623 321 88.9 278 61.9 324 67.6 210 44.5 324 61.2 254 38.9 324 48.9 260 34.6 324 43.8 251 31.1 321 420 256 2@0 324 40.5 253 22.2 324 40.5 2M left 324 4@6 263 10 9n $3N 53.8 04 252 11.8 294 49.2 240 38.4 294 43.5 241 US 794 38.8 237 788 204 37.1 234 26.9 294 35.2 232 224 284 53.5 230 19.2 78.1 331 230 1@B 281 37A 230 601% 4@8 •49.8 39.0 268 225 33.4 288 37.5 221 29.2 258 Al 218 280 288 31.8 215 23.4 288 29.8 212 19.6 268 280 210 187 260 27.7 208 146 288 27.7 209 Z 17 OMIP 36.0 226 37.9 188 30.0 221 12:1191 25.7 225 28.4 US 226 226 25.8 185 20.0 226 23.6 182 180 225 221 180 16.0 225 20.3 177 12.8 226 19.6 178 11.3 226 19.8 178 W 761n 30.0 3 r77 286 209 27.2 777 7fA 202 M. 170 19.2 202 21.5 187 LL 17.0 202 18.7 186 16.3 202 184 103 128 702 187 180 10.8 202 15.0 168 8.8 202 16.6 168 J � Z • I 26.3 1 28.8 M 256 1 25.1 166 20.2 192 220 102 17.7 190 19.7 159 167 192 1@1 167 11.2 197 1@6 155 11.8 192 182 152 W.1 192 14.4 150 8.8 192 14.7 160 Q r • 414, 90M 18.6 IN M9.0 128 16.4 a448 M 129 i •� 16.2 �7• 1 713 •• • Q Z OD fn .O T • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: LL th • Anchor Capacity Table 68 HORCAP.,,„,,,, X AE' 7.78 Comrele 3.6a Cap. Hoeow CMU F61ad CMU PT Wood MIW (DP.)X(_ANO )=ANCHOR CAP.,,. N N � • • MULLION CAP.,,,,,,,.,, F 5118•Elm N 5/16'Ebo 1/4'88 Eno 910 Stant 812 Steal 812 811" U X Q O O • • • •3I1B•Elco t011acai 1/4'Elco UNraeon 3/18'Eko UNracen 1N'Elm Ullrecon •• I�rclip Pattams Ulreooa Libman ABpeOa+a Saw K151 I(�+'1 eorex'K;51 USE THIS FORMULA TO OBTAIN THE' i • �• 2-Irz• 1• 244 afro• 1• 2-11r r 2-trz' 3-Ve' r o.1e0.64o.3CAPACITY REQUIRED•CORRESPONDING TO AN O. Z+aN' +-r4• 1.314• 1aI4• r 1-Ik' 1•vr 1•v4• faM• 1-w4• r tare' tare• taw ACTUAL PRESSURE REQUIREMENT FOR THE4.75'MI .I SUMard aNp SW•a 450 w 680 ba 1M4 w 270 M 680 M 951 w 7101b 881 m 01e la 941 na 442 M 380 Ae OPENING,WHEN R IS LOWER THAN THE MULLIa14 Amhaa p 1.i6'MN. .O (a 180 pa 700 Ea WA WA WA WA 3BD M WA NIA WA WA 882 ap 885IDa 1120 NpCAPACITY(FROM THE TABLE)OF THE SELECTEDAn h-§®3• .O.C. Aan 780 ba 800 w 15eo Na low IW 540 be 560 W WA 76O Ins am la 1892 ps eel roa ass l8a 712o Ne MULLK)N.IT WILL YIELD A MINIMUM ANCHOR OAS'MN.O Y1p.i2S AUm. .Ik A NIA WA WA NIA WA WA WA NIA 1UA WA WA WA 715 pt CAPACITY WHICH MAYBE USED TO QUALIFY • lawhor I F421p(Flo.6k 165 im 106 w 2261na 445 lb. en Ins 135 M tab 177 w no the 3R 8p 473 lbs 1701w 2211M leo roa ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amho"INSMN.O.0 I FCNp(Fla.6 2401W 300 w WA WA NIA WA 190 bt WA WA WA WA WA 341 Ins 44216• 680 Np ANGiOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCPRIMSBD m riy+lyMa FIGURE 1: FIGURE 2: TABLE NOTES: cowith the Pbdda Oode 0 17� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADNIG. No SEE VJ SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1.0w ~ Ifeoa 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. diaml a Pro ueI 0ntrol .--I FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000" 1 L+ I I I • • • HOLES TO BE DRILLED 14 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ONy LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I Pa'��••'�1GENS <<F ANGLE CLIP MUST BE USED IN PAIRS. L 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � No.58705 ' FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.125' (� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'x.375'MULLION _ II II _ I LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �AAT THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. O (. <(/ UUJJJJ��II '•.FCORIOP.•'• \?: .FSS' G. ONAI A.LY14N MKIL*R,P.E. FL P.E.#58705 TABLE 3A • " ` Mullion Capacity Table Iba1e 1X. Opening Width(for vedcaly-9pamrg mwlom)or Opening Height(ar holf7Amely-9pamro mutlon6) U! a! If win 601. 70 In 80 N OO N 1001n 120 N 1401. 110 N RIo77`�` -4 Reetrgwer lYelMenii. Rectano r T.#Ww9 R-%WW UWalnnp. Redwoulr Trp/Tdrr9• ReeNnplor Tr94VT9eng. ReOtenpOr Iloondeng. RedtnWr ToppMrp. Rtdnn#4r 11sprideno.1 x 2.76x n6lende � •DD$Lad.g L..dlnnq •ng$L nod q$O Loading Laadryl yDaLoedinp Lea6ryrD40 LoMnO Laadng landing Lmd-nD6¢O 6D6loedng leading Lending ya6I"" lending o1r O AM Woe t z 42 in 170.0 NO 17D.0 435 170.0 744 170.0 470 170.9 NO 170.0 NO 170.0 902 170.0 619 170.0 1110 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 621 127.5 1301 t70.0 621 111.6 1301 170.0 621 O W J W 481n 170.0 7011 170.0 524 170.0 850 110.0 O61 170.0 902 170.0 630 170.0 1133 170.0 061 161.9 1139 170.0 an 136.6 1139 170.0 One 110.9 1130 170.0 860 07.0 1130 170A 1180 NA 1130 170.0 880 i bin 170.0 717 .0 563 170.0 NO 170,0 031 167.8 1032 170.0 664 146.0 1032 170.0 723 1303 1032 170.0 747 117.4 1032 170.0 750 97.9 1032 170.0 756 63.9 1032 170A 750 7A4 1032 170.0 766 d' 64 N 170A 707 170.0 612 161.3 007 170.0 691 138.2 907 164.7 730 120.9 001 162.6 720 107.5 907 1460 714 96.8 907 141.1 710 603 907 N0.0 NO 09.1 907 140.0 709 00.5 007 140.9 709 m h 60 In 141.1 736 161.6 625 117.6 736 130.3 011 100.8 735 110.0 509 662 736 106.2 690 76.4 735 99.5 583 70.6 735 96.1 676 58.6 736 01.8 674 60A 736 01.8 674 44.1 736 01.0 674 J ss $31a 121.9 M 136. 670 101.6 886 111.5 657 87.0 ON 08.0 647 76.2 ON 90.1 5311 07.7 BOO 83.9 531 Me 656 79.8 620 50A 806 70.8 521 433 ON 760 521 36.1 NO 76.0 621 '2 7 LU b 661% 106.0 70,12. 622 88.3 607 �1 511 76.7 007 85.0 501 86.2 ON 77.1 493 58.9 607 71.5 488 53.0 807 67.0 481 44.2 607 63.4 478 37.9 607 62.7 474 33.1 807 02.7 474 ? I, $� olm 81.0 610 85.8 N3 06.0 Side 73.0 131 10 64.3 426 51.0 610 57.9 419 464 510 53.3 03 40.8 610 60.0 406 34.0 510 45.0 402 29.2 610 44.4 380 253 610 44.3 399 N 78N WA K4 iN6 MOD 67.8 456 61.7 S►2 19A 466 61.1 185 13.4 169 411.9 376 36.8 466 /l.0 373 ]4.7 456 N.d 388 2e.9 468 37.7 362 21A 158 30.0 389 21.7 468 36.7 360 �I .J �r_ Z 7 in 01.2 43 ee7.0 1 51.5 4350 56.6 373 45.9 416 49.8 388 40.1 435 44.7 380 35.7 435 40.9 355 32.1 435 30.1 361 20.9 435 34.4 344 22.9 435 32.8 341 20.1 435 32.2 340 Q 7 • 41-90N 41A 327 613.1 200 31.6 X76�4 286 29.0 327 31.8 20D 20.1 327 16A 276 23.2 327 26.7 211 20.0 321 21.7 189 17.4 327 II.O 282 il.9 327 10.] 268 � • 1 0 � 34.4 y7• 3104 257 28.7 070 2 A M262 21.6 297 26.0 246 21.6 2117 23.1 241 19.1 267 20.9 240 17.2 267 19.3 237 14A 287 16.9 232 N x p MCI b� • 212 .7 20.2 2970 201 17.3 227 18.0 Na 227 18.0 105 W �rX 8 $ 61111. 22.3 216 32.7 194 18.6 215 11.1 191 160 215 16.6 198 Iff N N • 17- 120 In 173 >K 1� al67 V )( Q 3 ANCHOR CAPACITY ADJUSTMENT FORMULA: d y • • - •••• Anchor Capitally Table Obs) ANCHOR CAP.,,,,,,,,,, # �� 8 2.7k Consists S.Sk Can.. "Oil"CMU fObd 8.,61N6!621b. Waad Hetet (DP-)X( >'ANCHOR CAP.- ••••• •• 1i8'Eko 114.88 Etao 5118'Eko 114.88 Ekw N12 Sted 012 Sled MULLION CAP.,,o,,,,,, ' • • • Andwr Type 311W El..LW-. 'Eko UBraem 118'Eko 111ktoae IN'Eko Uraaan OAnchorCapPattW9 • • Ultracon AOgaOebr Meson Apprafltbraem7(GS) StHW(051 USE THIS FORMULA TO OBTAIN THE*ANCHOR • Edge dot•as p) r 2-Irr r 2.1rr 3-118• r 2.1? r 2-1rr r 3-tff r 034• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN ••••• 000 E Onk 104@ Ia1P 1.314• tam• 2' 1.1/4' atm' 1410 1-04' MW 1-IW r 1-16' want ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMho•Q 1.76.OWt .C./Sl w Often One flll.1k 390 Wn 310 Re 4501st 1044•. 2701. Mine 354 We 740 ns 374 Re We lb. 946 Rn 4421. 500 ON OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AOWM G 1.i5'M1..0..l (ar ODed)ONp(Fig.2k 180 No 7001. NIA WA WA 3601. WA WA WA WA WA 81510. t 120 Rt CAPACITY(FROM THE TABLE)OF THE SELECTED 4-- ""1 O.C.1(2)2x5 An&Ciq I".3k 7110.5 7801. Geo 1. 1560x. legal a. 540 Oq No N. WA 760Rn 140 lb. GOO 104 1692 be 696l. 1120M MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AnoMn @ 0.46'Lun O.C.I Utfy,Indo.125•Al/m.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 Rt CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnMr/FCNp"Sk 195 Poe 1951. 225 Re 445M 022 be 135•e 140 fa 177 Re 3701. 10711N 332 Re 4731. 170 It's 221111. 130 as, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arenah01.15'M1..O.CI F21(Fq.8): 240 M's 350 RtWA WA WA WA 1901. WA WA WA WA WA 341 Rn 112 a• 5009u 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. ODULT REVISED wlop)ylna wilh the Pl.rld9 CO(k No FIGURE 1: FIGURE 2: TABLE NOTES: DI Z � 1.000' r • . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. .'iamll)ad6 Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I I I I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN GURE3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q�..•' 4\CENSE••'•. �Q FHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRK;TK)N3 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 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '375' w FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-75 AND BE A MINIMUM OF.125' '�Q S'ATE(rF 141` THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT1X.375" •,FLORIDP.••' \;� 'X 2.75' MULLION LEAST.125'THICK AND A38.ALL ANCHORS W70 METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYON �q� 0 61 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.DR 410 S.S- 11 0NA L A.LYNWIMILLEFk,P.E. FL P.E.#58705 TABLE 4A _ • Milian Capilofty Table bef to � Opening Width(for 1edicalfspernirlg millions)or Opening H (for hodwr11ek4pembtg rmAlons) 0�T~� min m M 701n m in W M 1001n 120 in 1401n 160 in S o 1x2.76x RecimOdr hep7mrg. Reolaguler TrapRMnp. RwImONnr hyfmv RaolernpMr 7ngJTdenp. Rw%Vft Tire" q. Rao1en01r hapRaare. Rectmgolr TYap7Tilan9. Reclangh, Tnp10HnB. Raclsl0dr hepmane p474 Loadno Lading loedn0 Low" loading Lading Loading Loaag Leaft Loodrg Lading Laedew Loadrg Loading Lading Leading Loading Loading by A Tube mg Mullion 3. g � g da g Z �k00 N 42 in 170.0 ON 170.0 Os 170.0 7M 170.0 478 170.0 ON 170.0 Sell 170.0 W2 170.0 $10 170.0 1116 170.0 621 170.0 1240 17ao 621 IMO 14W 170.0 521 168.7 1820 170.0 621 130.6 1020 170.0 ml J W N M 170.0 706 170.0 624 170.0 050 170.0 684 170.0 992 170.0 MO 170A 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 680 141.7 1417 170.0 080 121.5 1417 170.0 800 106.3 4417 170.0 660 0 - 50.626In 170.0 747 170.0 503 170.0 age 170.0 631 17MO 1040 170.0 084 170.0 1105 170.0 723 102.6 1288 170.0 747 116.3 1288 170.0 756 121.0 1280 170.0 7604 104.6 1286 170.0 756 91.{ 1266 170.0 760 Q 541. 170.0 797 170.0 612 170.0 950 170.0 091 170.0 1118 170.0 751 im.7 1130 170.0 00.1 111.0 1130 170.0 837 120A 1130 170.0 550 100.6 1130 170.0 081 00.1 1130 170.0 881 75,3 1130 170.0 001 m O ~ F J mM 170.0 686 170.0 101 1104.6 Olb 102.3 701 1266 916 111.6 746 100.0 913 132.1 735 01.6 015 123.9 728 87.9 916 116.5 720 I32 015 111.1 715 82.8 016 114.0 716 64.9 916 114.4 715 (� QM 161-9 10 126.5 830 135.9 894 1086 SW 12&2 681 44.8 830 112.2 670 04.4 810 104.0 002 76.9 830 98.4 ON 83.3 830 94.5 019 642 830 0l.1 849 17.4 010 INA 649 Z UJ 88 file 132.1 *70 11140. 650 110.0 767 4A.5 ON 84.3 757 105-9 824 0..6 70. 96.1 814 73A 767 N.1 mO 68.0 767 84.2 OW 6&0 757 19.0 $03 472 781 78.2 691 41.3 767 78.2 591 (0 'Z 729• 101.7 We 10.8 652 84.8 8B8 91. so 7 60.1 630 8&a an 722 621 66.6 938 00.6 614 50.9 ON 82.3 606 42.4 630 57.2 5W 38.3 W8 55.3 407 31.0 638 55.2 497 � �g Gj r Z J 89.8 1 .4 0B 72.1 571 76.8 106 7 57A 479 54.1 571 00.0 471 46.0 671 65.5 161 132 871 51.8 459 38.0 511 47.0 161 30.0 671 /l.e 447 27.0 671 M.5 148 Q 0 78 In 00.0 542 8sA 474 ear 512• 70.04 485 57.1 512 82.1 450 SMO 542 35.7 N9 44.4 542 51.0 M2 40.0 542 47.5 437 333 542 42.9 420 20.6 342 40.0 425 26.0 542 40.1 423 Q N O • all. 62.1 107 W.7 W1 43.4 407 16.4 365 37.2 407 39.11 349 316 407 369 343 28.9 407 321 338 2040 407 20.6 331 21.7 407 28.1 327 16.0 407 24.1 122 16.3 407 230 3118 00 00 Z • _ N X� S� o {20 .f Vo 35.0 •a.2 314 30.7 358 32.4 309 26.8 358 26.0 304 230 350 25.1 3W 21.6 359 24.0 208 17.6 356 21.0 280 16.3 350 10.2 101 • 410010 30.1 A3 30.8 2s5 2&1 1111•4�9 251 21.5 283 22.5 247 18.9 203 19.0 2" 18.7 263 104.0 210 16.1 283 169 237 w • diol• 27A 1041 p.3 N2 23.1 207.0410 270 18.0 207 20.6 235 17.3 207 16.3 231 16.4 287 186 228 N 120 22.0 18.3 •f� 206 16.7 229 1042 202 U X Q O O AErAt a _ ANCHOR CAPACITY ADJUSTMENT FORMULA: � A's • Ann or Covaoft Table ba ANCHOR CAP,�„,,,, aa� ••41ee •• Baba 2.7k Colentle 3.Sk Cac. Haow CMU flllad CMU PT Wood Mstel (DPe.)X(_AN )=./WCHDR CAP.,, • • • IWA 114-SSEW 5116•Eko 1N'8SEks 01081-1 0.,,a" a12916d MULLION CAP.„„,,,,, "Anchor ClipPaft&ne • • Ano�7rype 611rEkoU9rocen tH•E1eoUlraoa Yts•EMoUNnom tl4•EkouSreoa AppreGator Uenoo. AW*Mtr 9ra6.5T5)Somr515I Srew(M) USE THIS FORMULA TO OBTAIN THE'ANCHOR • Edge pad 1 2-vr 1• 2-112' I. 244 1' 2.112• 2' 3-i/r Y 0.04- 0.64- 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN 4104004, ••• ACTUAL PRESSURE REQUIREMENT FOR THE ErtNdineM 14N' 13IP 14/4' 1414• 1-114' 1.1N' 1.1N' 1-111' 1.1N' 1-1M Y 1310" 13104' modes 2 Anchor®4.75'Mn.O.a.aeardiw r OaeN CPp OTo.17 WD as 390 b 450 die ago be270 I0. 280 Me 354 Me 740 Me 374 roe SH Me 948 ba 341 Me 442 We 5801M OPENING,WHEN IT 13 LOWER THAN THE MULLION 4 Andeae®1.111 MN.0.0.1 snendrd 1rO0ae0 Cap(Fig.21 Inc I0. rm Me WA WAWA 300 ba WA WA I&A WA WA SB210. 1 1120 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchor.@ r M.O.G 1(2)245 AnOe Cope I Tq,37 760 Me 74010. 6m Me Ism Me540Ibe 5001a WA 700r.._ 74610. 600104 1092 9a 602 Me 112010. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 A.ho@ Q O.Ir kat.0.0.I U431p,bb.125 AMM.(Fig.4k WA WA WA WAWA WA WA WA WA WA WA WA 715b. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F Mp(Fig. IN Me 195 0n 225 be 445 be135 be 14010. 177104 370 Ma 1E7 Me 3321a 473 Me 170 ba 221 Ms 280 Me ADDITIONAL ANCHOR OPTIONS FROM THE 2 Andhra 1.15-MM.O.CJ F•Cao n.67 24D Ma WOMB WA WAWA 1m The WA WA WA WA WA 341 Ma 4!210. 0m 161 ANCHOR CAPACITY TABLE. ODUC7'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. Bah'No 38°➢brid6 r�'• � 0.27.0 FIGURE is FIGURE 2: TABLE NOTES: on one -1 1.000' r- 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. amt ado Pr cl Cwami SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\\\11111111711 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: -p ........., /(e��i� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q�,•' \CENSE '•.'p i • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. F- 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 650• �ZTE-.to - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ( •'•, FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" � • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE]STRUCTURAL STEEL TO BEAT ® LEAST.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'%2.75'X.850'MULLION � • � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. 1 111111 1r1N A.LYNN IUILLER,P.E. FL P.E.#58705 TABLE 5A 0 MulNon Capitally TablebaAla �S OpeningWidth(farveNmyspaMrgnvAlons)orOpeningHeight(for1lorimrtah"s) r9rrsliom) y�t4Jw,y��v44t11 6040 BD In 70 in so In soh too In 1201n 1401n 140 in tj O Rectsnpie nwm v. R. or heprTdena RaotepWe TrepMam. ITeohrgdor TwW7flsmp Reel•gWr Ttaprnlew- Raelel14" TmWilen9- Rsol-0. Twman6• Radenaw Tmwft 9. Romm" VWRWe4 u W 1"x3.126"x luafaq Lo"m Lood119 Ladn9 I•oedtl9 Lancing Lafn9 Loedtla Loadnp Loafnp Lacing Ladn9 Lowing Lowing L"com LaM9 Loeftp Loedna �Y U .600"Alumto _ g g _ ya g 1 Tube Mull ZS d a �' S � �. � U a. � d i I �. 1 yp$t 1 •6 .00 F- d g d 1 d if I f 1 111 i it o Z °' F 0 ill 421. 170.0 eta 170.0 435 170.0 744 170.0 478 170.0 808 170.0 506 170.0 992 170.0 510 170.0 1116 1 170.0 521 170.0 1240 170.0 521 170.0 14"0 170.0 521 170.0 1735 170.0 621 1 164A 1802 t7O.0 521 J W 48 In 170.0 708 170.0 624 170.0 050 170.0 684 170.0 902 170.0 070 170.0 1133 170.0 601 170.0 1276 1».0 577 170A 1117 170A 680 157.7 15771 170,0 880 13LI 1877 170.0 880 110.2 1577 170.0 600 co 50.625 In 170.0 747 170.0 583 170.0 406 1»,0 631 1».0 1010 1».0 094 170.0 1165 170.0 723 1»A 1315 1».0 747 170.0 1404 170.0 HA 1{i.7 1405 170.0 756 121.6 1465 170.0 756 100.7 1{98 170.0 758 m A 0 541. 170.0 »7 170.0 6t2 1».0 955 1».0 691 170.0 1118 1».D 764 170.0 1275 1».0 803 160.1 1401 170.0 037 140.5 1401 170.0 "7" 124.8 1401 170.0 061 100A 1401 170.0 E51 93.1 1101 170.0 851 lll9 ~ P 40 J 801. 170.0 066 1».0 701 170.0 1083 170.0 797 150.5 1166 1».0 610 136.7 1150 167.0 920 123.3 1158 1565 917 111.0 1150 116.7 970 02.5 1158 144.6 903 »5 1160 +11.6 903 69.4 1156 144.5 003 J 03 in 170.0 0.0 •745 150.6 1066 170.0 650 137.0 1049 1555 060 116.0 1049 141.7 845 106.6 1049 1320 038 Me 1049 125.5 828 70.9 1049 119.3 1120 ".a 1049 Ime 619 59.9 1019 1189 519 it c x asiv Inas !S! ». [40446.2 0 055 A. s01 110.1 955 133.7 »8 104.2 x65 121.4 776 92.9 966 1125 765 03.4 995 100.{ 767 69.5 955 99A 749 50.0 955 a0.? 740 521 966 98.7 748 ? W 721• 120.5 OW 131.0 .0 x03 114.01802 01A 1100 101.1 MO 110.3 003 01.2 85a 71.4 eo3 835 619 BL2 803 7eA 612 bas 8C1 72.2 092 459 807 W.e e2e {o.i 803 40.7 827 ? N.1 LLL 101.2 1/. 0 721 07. 8111 70.0 721 03.1 eos 669 721 785 595 00.7 721 ».1 560 64A 721 65.4 6» 45.6 721 69.1 6B9 30.0 Tzt 80.8 561 91.1 721 60.1 583 Q ?CC • »In 101.0 640 105.42 680 8 567 72.2 604 ».4 6» 03.1 604 70.4 587 58.1 051 04.4 666 50.5 684 409.9 S51 12.1 054 64.1 541 39.1 004 51.3 636 W. 804 60.8 534 � � Q B p • 901. 65.0 611 07.00 614 67.3 118 17A 614 60.0 440 41.1 614 44.6 433 30.5 514 40.6 427 329 514 37.3 421 21A 514 33.0 412 2d6 814 30.4 {06 20A 61{ 29.0 407 Q • ~ >1 N 54.2 .72 7.0 7911 30.7 152 10.0 390 33.9 452 36A 361 30-1 47R 32.a 375 21.1 152 aD.a 3» 22A 162 28A 3x5 19A 432 242 359 16.6 45z 22.8 ISS 400 38.1 AI 311. 7 Af 317 27.2 357 284 372 23.8 357 25.2 306 21.1 357 22.7 703 19.0 357 20.6 209 10.9 957 10.0 2x3 13.0 357 10.2 251 11.0 367 16.0 283 4116 N 35.1 330♦0715A 2 3008•ORI 301 2A0 338 20.1 298 21.8 338 23.1 202 195 330 20.9 288 17.5 336 160 284 14.0 336 16.5 278 125 338 115 273 11.0 336 13.0 2"11 r 4'40120 1 •217 240 19.0 2"f 205 286 17.3 200 16.1 252 1S4 240 10.9 240 13.0 2"B 14A 218 17.11 280 12.6 210 0.0 2s0 11.{ 236 t.T 209 t0A 232 X Q O O • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: • AnehorCe eel Table Ibe ANCHOR CAP.•,•„,_ ••••• 21k Com 35kcw. "a"c4u Feeaemu PT Wood Max (DP,)X( >-ANCHORCAP.- • • • tvll'Eu0 +/4•BBFJc x•16'Eco Vd'ssElco N10stex H2SIeN x12 Siam MULLION CAP.,,",,,.,, • •Mehor Clip Petttme •tz 4M"6r Fico ummm vMElco Uloacm tur. 596•Elco Ultocm v ElcoU6recm AgpeOxor UIr"t AgpS31 Scr 3ted 012SIeN screw(w) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••••• *00 f' z-vr t• zvr 31x1• t• 2-vz r 2-vr z 31re• z 0.40• ose• oszo CAPACITY FZEQUIRED•CORRESPONDING • i-mr 1.YP 13/4• 13.1• 2' 1-1N• 1.111• 4114• 144• 1.114• 1-trr r tare• 1'16• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm 0 4.76'mm crOftel Cop t9g 1) 390IDs 39D Ibe 450 Df BOD t o 1641 m 270 Ds 280 IS 957 6x »Ola 374140 W111A111A sit 0n 442 Its 560 En OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Annus®1.15•Mh O.C.I Stefatd(or 0")cap ro 2) 480 Ds 700 Its IIIA IUA RIA IUA 380 Fie NM WA NIA 6B29n 040118 112016 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnclquO.0.1(2)2(5 Atple Cops 10993) 76D Ds 79DIbo 60014 1560 es 180614 64004 50DIa NM 760118 7111Is 682 84018 11201Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR 5•M1..O.C./UCpNIo.12S AIUD.(Fl9 4) IIrA IUA II/A IUA IVA 1411 IUA WA IUA IIIA rl/A IUA 10»116 CAPACITY WHICH MAYBE USED TO OIIALIFY 1 ArclOrl FC6p(Rp 6) 105Is 1B6 Da ffi M 115 Ba 822IS 19540110De 1P IDs 9101a 197M no los 22+Da 2eo 9a ADDITIONAL M)CHOR OPTIONS FROM THE2 Am" 1.1•IAILO350es MM IUA IIIA NIA 100118 IIIA IUA NIA 341 M 4421a 4060 DS ANCHOR CAPACTY TABLE. ROD11CT1t8V198D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. amplyln6 With am Florida MM I-1.W0•-1 1d1NO •� (.�,0 FIGURE 1: FIGURE 2: TABLE NOTES: bele �P4� 0 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ietrti ads Produce atrol SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1t\II III IVI 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125• .� pN..••....,• FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Qtr•'• v1GEN3F •'•,p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, = 716 No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •�• _ ;2 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED A••;� Kl�FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' 1'X 3.125'X.5•MULLION ITAI THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (t•VF MULLION) i�� ......... . LEAST TER THICK AND 2 A ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��S' • : II I' II II � THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A. r S�ONA)-R 1' A.LYtJt�15hIdd ,P.E. FL P.E.#58705 TABLE 8A Mullion Capacity Table IbsM) Opening Width(for vericepy-spanning melons)orOpening Haight(for hollmntely,5pam110 mdllons) 601n SOI. 701. 60h %Ie 1%in 1201n 1101. 1W In M rj R.t-Ww TrWM-w. Ractan•Aer Trepr(Aeng. Ft..dncr llep/almg. Reclen•1x TrgATdang. ReahnpAr Trp/Mrq. Reohn9lar TrepRda . Rwisngulr Lephlrq. ReoWlpolor TroplTdeno. R~. De"sno. 0. I x4x.125 I.asno L.Z Lating Laedhg ImdnO Lo.A.0 La&V Leetilq LO-*V Losti.O Laft Loetin9 LoMfto to.din9 u"M L-ft Lo.01q lasting Y Alum.on a a it 11 11 11 1 h 11 lei MulliI � a z � N 42h 17041 620 170.0 136 170.0 754 170.0 470 17010 sea 170.0 60 110.0 002 170.0 619 170.0 1116 170.0 621 170.0 12/0170.0 621 170.0 1{% 170.0 621 1/6.6 1489 170.0 621 127.6 11e9 170.0 M1 LU _48 In 170.0 700 170.0 624 170.0 050 170.0 a54 170.0 542 170.0 830 170.0 1133 170.0 061 170.0 1275 170.0 077 168.3 1301 170.0 880 130.9 1303 170.0 800 111.7 1303 170.0 600 97.7 1303 170.0 080 M 60.026 In 170.0 747 170.0 503 170.0 098 170.0 611 170.0 1018 170.0 814 170.0 1195 170.0 723 160.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 760 $7.6 1236 170.0 7a$ W 0 N h 170.0 707 170.0 612 170.0 VA 170.0 W 170.0 1118 170.0 754 154.4 1160 170.0 003 137.2 1158 170.0 837 121.5 1160 170.0 056 102.9 1158 170.0 881 86.2 1156 170.0 act 77.2 1168 170.0 %t (n 8 1- 60 h 170.0 685 170.0 101 1867 1042 170.0 107 1420 1042 161.1 032 125.1 1042 1167 815 111.2 1042 136.8 001 1%.0 1042 130.2 701 814 1642 1261 762 71.5 1042 125.1 782 62.6 IOU 125.1 783 tM0 J J 63h 170.0 NO 170. 7M 161.2 092 163.0 618 120.6 092 154.0 7% 1114 002 131.0 782 100.0 %2 121.0 7% 00.7 %2 111.0 768 7!.0 002 1061 715 54.e 902 1060 754 56.7 902 1060 744 581 165.{ VT• 70. 7e0 137.6 547 r.0 188 11&1 047 130.3 754 103.4 047 117.7 752 91.9 547 1%.7 n1l 817 047 1022 727 669 547 %.1 TO 59.1 547 54.0 711 51.7 547 54.0 711 Z p Y? *?PIN 135.9 549 142.7 737 113.2 1M. 722 WA 549 10&0 7% 54.0 $9 %A 8% 7&6 NO a8.7 018 67.0 NO 02.7 W6 68.1 549 76.3 %9 16.6 MO 72.6 882 /2.6 $9 72A %1 j Wa S LL71 70 h 115.6 7U'99 2e. e566 963 702 102.0 ON 82A 782 %.0 810 72.2 762 00.9 020 54.2 7'54 74.2 ON 67.8 782 09.2 613 461 782 62.8 002 41.3 762 69A 597 38.1 762 68.4 696 � (q 68 � Z "971h 108.0 7 111./ 034 61.0 72` M 621 78.3 734 82.9 809 %.8 M4 74.4 698 69.4 M4 B&1 691 63.4 124 83.4 6N 44.6 754 67.3 573 362 124 54.3 687 13./ 721 63.5 BaS J ` r go In 69.6 643 671.8 543 60.0 474 49.7 643 52.9 400 43.6 543 47.1 469 We US 42.6 462 34.0 613 39.6 414 20.0 543 34.0 430 24.8 543 32.1 430 21.7 543 30.7 'In � • p O • •9`i� 67.3 (s78• 127 17.6 4160 /f7 118 IOd 478 43.2 112 36.4 474 1&5 1% 31.8 478 NA 100 28.7 410 32.0 3% 219 478 29.1 388 20.4 478 26A 354 17.0 470_ 54.2 376 N to N 1 40.3 41.1 1 33.5 V.a�ti6 335 26.8 377 30.0 330 25.2 377 266 325 22.4 377 24.0 321 20.1 377 220 317 14.8 377 19.0 MO 14.4 3T7 17.1 304 v a 8 • M1y1 h 37.1 157 37.8 301 30.9 357 11.0 314 26.3 3S7 27.8 313 23.2 357 24.4 300 20.0 337 22.0 305 18.5 357 20.1 301 15.4 357 17A 294 N • 120In 20.3 3Y8 217 0.79 24.6 9% %.1 271 21.0 1% 21.7 270 it.3 nae 19.2 2e7 ted 3% 17.3 283 U X Q ?� 1441.0 17.0 212• 172 % d � � (0`0 YABLE es • a•:a•a ANCHOR CAPACITY ADJUSTMENT FORMULA: E� 1,06 Anchor Ca scl Table Obs) • • • 81Afetlele: 231;Cmme 15k Com. Iklk.•CMU FAM CMU PT Wood Mew (DP)X/ANCFIOR """"">=ANCHOR CAP.,,, • • • • • V.044 114'88 Eko&le'Eko 114'880,o 5410 81st NI2 steel 5412 BNeI `MULLION CAP.,,a,,,e, • Anchor COP PaSama A"`�prTyis 3V Eko Ultima IN-Eko ubmn 3rte•Eleoultneon v4•Eko tXY.can AW.CWr Ur.. AlafWe1o1 Some(05)Some(c5) 8e (05) USE THIS FORMULA TO OBTAIN THE*ANCHOR 1006006 ••• Edge Cele an7 2-Mr t' 2.12' 1' 2-IR• 1' 2.lrr r 3-ve' r 0.46' 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN a Embedment MY 1314• 1314' 1-NV VVC1-114' 1-114' 1-114' 1-114' 1-114' 1414' r 1318' 1318' alos ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhre®1.76•Mh.O.C.I Stsndxd xgbet C3p(Fig.1N 390Ito 3%b 450b OW lbs 27ab 260b 354b 740.3 374b lb-6 046 we 341b 4 Ib. 550b OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnCMn/9 2.25'Min.O.0 I S Mrd(x OIkeO CBp(F7g.3} 700 b 700 IN 5606. 14101a WA Seo b WA 630 b WA eeolbe WA 562 b ON lbs 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED 6AMtws®1.15'Mh.O.0 18twAmd(r0ar)Clip(Fig.4k 000b 14%b WA WA WA Mlbe WA WA WA WA WA 1363b 1770b 2540 as MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 ArohM Q V Min.O.C.I(2)2.5 An01e Clip,f(FIg.67 790%. 780 lb. 680 b 1500 b 540%2 560lbs WA 780 b 7481W 880Its 1892 b %2 b 085 IM 1120 b CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anahm Q 3'Mkt O.C.1(2),216 Angle Clips I(Fp.87 1170[be 11701bs 1020 b 2340 b 610 b NO lbs WA 1140IN 1122 b 1320 b 2838 b 1022 b 1327 b low b ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnChae @ 0.45'Mh.O.C.I U471p,hlo.126'Al-.(Fb.77 WA WA WA WA WA NM WA WA WA FUA WA WA NIA 1430 b ANCHOR CAPACITY TABLE. PRODLICf RBVIS® 2Ancbas®2.2VMIn.O.0/F-CJip(Fp.S1 350 lb. 350.33 200ao 7%b 478b NIA 2808» WA 30lbs WA 440lbs WA 311 a3 442 IM 5800r � �6 d 4Anoh.O 1.15'Mh.O.CI FCII III 4w IDS 7%b WA WA WA WA 350b NIA WA WA WA WA 862b B6510e 1120b Acceptance No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.00V �-- TABLE NOTES: By O�'• Aleml 6 Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE 0111111111 • • • • • • • • a • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� it oN Mise ., a • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q '• %CENSF •F9 '. • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' _ *i No.58705 ' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • a a 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �.•• S A E • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED YELLOW .125' ,Q�•'•. FP.•' \��: SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063-T6 AND BE A MINIMUM OF.125'THICK.STEEL i • R��•'' G STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& T X 4'X.125 A.LYNN IuIILL�R,IP.E. #12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 TABLE 7A Mullion Capacity Table(bele ®'Nil Opening Width(forver9celly-sparring mutons)or Opening Height(tor hod4onla"paMrg Mogan) #� < 60h so in 701n %h 90h lob in 1201n 1401n 1601n 1.G Reelmdler TiWIldenp. I lospAr mp7Tdar•. ReoIOWA. mplfdm0. Rmtmmft Tm fMtq. Reclan0uler 7rap/TAm9. ffte-o(ar Tm"aw Reobn9da TwInIm9. Reetmpiar TnOMM. R d.W.W Tm IT11-9 6 t 1 X I X.376 e. G7 Loedry Leadn9 Loa0n/ Lowing Ladh9 L-dnp letl16 LoNN9 Lo6An9 loadny Leedlq Loadlq Ladnp Lwdnp Leedlrtp Lwdnp La�lp Lasdnp oY U Alum,Tube Mullion $ � � �� 2> 04 2 g - !II " III o W 421. 110.0 620 170.0 436 170.0 744 170.0 470 170.0 884 170.0 608 170.0 092 170.0 519 170.0 1116 170.0 621 170.0 17.00 170.0 621 179.0 1108 170.0 621 170.0 1736 170.0 821 170.0 1983 170.0 621 481. 170.0 706 170.0 621 t70.0 660 170.0 664 170.0 992 170.0 830 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 000 170.0 1700 170.0 880 170.0 1913 170.0 880 151.8 2021 170.0 680 50A261n 170.0 747 170.0 583 170.0 0% 170.0 631 170.0 '1041111170.0 861 170.0 li% 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 7% 170.0 17% 170.0 760 188.0 1919 170.0 756 138.6 1919 170.0 768 2 0 61h 170.0 707 470.0 612 170.0 058 170.6 691 170.0 lite 170.0 764 Woo 1275 170.0 603 170.0 ILII 170.0 817 170.0 1594 170.0 856 151.0 Ilse 170.0 eel 137.1 17W 170.0 881 120.0 17% 170.0 881 co M h 00 In 170.0 8% 170.0 701 170.0 1063 170.0 707 170.0 1240 1780 071 170.0 1117 170.0 914 170.0 1604 170.0 900 165.6 1819 170.0 109J 120.6 1019 170.0 1003 111.0 Me INA 1083 07.2 1010 170.0 1063 10 J 631n 170.0 VO 170.6745 170.0 1116 170.0 050 170.0 1302 170.0 940 170.0 1488 170.0 lots 106.7 1612 170.0 1016 141.0 1642 170.0 1122 117.6 1642 16&5 11% 100.7 16Q 167.0 1157 81.1 1042 167.9 1167 %In 170.0 ! T0. 9 170.0 1109 1 .0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1006 142.8 1472 1%.0 1148 128.6 1472 NSA 1130 107.1 1471 147.8 1108 91.5 1472 146.0 1104 60.3 1472 140.0 1104 Z •7.1• 170.0 1083 170.0 876 170.0 1210 170.! 1001 150.8 1320 1882 1101 132.0 Um 149.9 1002 117.3 1320 137.8 1006 105.8 1320 1288 1041 85.0 1320 117.0 1024 75.4 1320 112.6 1013 080 1320 112.5 1012 m LLI 78h 170.0 iw& v.0.•917 116.6 1184 100.4 1013 126.2 1184 13919 M It2.2 1164 125.7 978 987 IIN 115.3 964 a0.0 1164 107.5 %2 74.8 1161 07.6 936 64.1 1104 93.1 027 58.1 1181 92J 925 Q J no •7!0! 146.1 1121 170.0•887 138.4 112{ 147. 966 118.8 1121 1286 947 103.8 1124 115.8 931 923 1124 105.0 910 1&0 /172 %.6 906 72.2 1121 a" II% 59.3 1124 84.3 881 51.9 1124 81.2 576 �ZZ • Q O 90 h 108.1 041 11.6 760 %.1 M� 39 736 77.2 tM 82.1 721 ef.8 841 73.3 712 881 724 %.6 702 61.0 BN 61.4 8% 45.0 &4 64.2 870 38.8 841 60.0 088 33.6 as 17.7 662 • 80.1 083 74.2 �; Ij7• 662 03.8 742 672 641 66.7 742 69.6 931 496 742 N.1 922 41.5 742 40.8 614 37.1 742 43.8 800 31.8 742 390 690 27.8 712 37.6 604 • 108 h 82.6 M A SIM 62.1 686 53.8 521 44.7 5% 46.6 613 39.1 5116 41.4 605 34.8 Me 37.3 496 J1.J 616 34.2 482 21.1 650 20.8 181 22,3 6% 28.6 472 19.6 606 24.7 468 to � • ,11 h b7.6 555 %.1 672 /8.0 665 49.15 4% 41.2 555 42.9 487 36.0 566 36.0 480 32.0 656 31.2 473 190 6% 31.7 - 74.0 505 27.1 467 1091 606 21.3 Nt 18.0 655 2291 442 [n Y • �2S IR 46.8 7 .4 431 38.0 426 326 476 33.7 420 26.5 475 20.4 44 215.3 475 288 409 22.8 476 24.6 404 10.0 476 I _121.1 3015 10.3 /76 18.1 787 14.3 475 17.2 361 F x Q O f� 1441• 26.! 3700 26. 0806 22.0 00 .4 301 16.0 370 19.3 297 We 330 17.0 203 d � (ABLE 70 • 4110004141 _ ANCHOR CAPACITY ADJUSTMENT FORMULA: �Ir An horCaps ty Table dbalANCHOR CAP.,,,,,,,,, -3 � 8 nN: I.7kCororels 7.SkCone, NdlowCMU F•MC6af PTVMnd Melel (DP,,,)X( )=ANCHORCAP.- • • • MULLION CAP.,,,,,,,,, • • • • 5/16'Eko 1/4'6S Ek.572'Eleo 1H'98 Eko 410 8184 412 Sleel 412 Bled A �1 8'Eko Ulbaeon IIP Eb0 Ub'4ed1 Ylr Ebo Ul1/som 114'Eko Utrocm • Anch4xCopPattem• 3 Uilncm A9WeOMar Uh-oh A99n0. Boww(o5)9o.w(O5) 8emw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••••• ••• Edge 1.4• 9nY r35DD r 2-IrY elle' r 2-1rz' r z.1rr 2' 3-1/8' 2' 0.48' 0914• oau• CAPACITY REQUIRED'CORRESPONDING TO AN • Embedmall k 1.374* 10/41 i4w r las' t-172 1AW i4ly t-1/P 1.114' r I-W I-W ade. ACTUAL PRESSURE REQUIREMENT FOR THE 2Amh-04.76'Mh. WO.IS 1.r Olkel Cly(Flow 1b2Y 9101- 506.0 See b. 184400 2Mem 29000 35100 740 The 374 I- 6941- a"roe 3e/1- 412- 50000 OPENING,WH EN IT IS LOWER THAN THE MULLION 4Amt.m02.25'Me.0,0.1St.roedWOftenCop(Fig.31 70olhe 5%be 1410150 952 be WA 500 m* WA 6mme WA mIt's WA 6829+ as an, 1120.68 CAPACITY(FROM THE TABLE)OF THE SELECTED BAmha101.15'Mh.O.C.1$Wxlsd(or00.e1)C%P(Fq.4Y fib• WA WA WA WA Mr. WA WA WA WA WA 1%31- 1770172 2240 b. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aml.n!3'Min O.C./R)215 A.91.Cep/IN.5Y 7601- V. 880 bs 1560168� 1%e bs 540 b. Seo lb. WA 780 be 748lb. 600150 1992 W 66290 %7188 1120 be CAPACITY WHICH MAY BE USED TO QUALIFY 0 Ano-r.0 3'Min.O.C./(2)215 Angle CUP./(Fig.St 11701- 1020 W 2M be 1644 b. 810 bs &01- WA 11401- 11221- 132066 29381- 10221- 1327 ba 16150 b ADDITIONAL ANCHOR OPTIONS FROM THE 4 Archon®0.15'Mh O.C./UCIy,bio.125'Abm.(fq.7t WA WA WA WA WA WA WA WA WA WA WA NM NIA 1430 00 ANCHOR CAPACITY TABLE. ODUCTRBV� 2 Anoha.02.25'Mb.O.0/F42y n1l 0Y. 7501- 2909. 7%00 47800 WA 2801- WA 31500 WA 4401- WA 72100 4421- 58000 ndIBgande�� 4 MOM 01.15'INK.O.CJ F-00(Fq,al 4%IDt 700 ba WA WA WA WA no I- WA WA WA WA WA 652 8. 863 n. 1120 r. � NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -j 1.062' t-- --j 1.000' .-- TABLE NOTES: Aiam ade Predua Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 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. 111511 1117/I Ali 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��O •, A � � .•' KENS F i P i V F '•.'Q . • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.00(' 4•�� NO.50%05 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 6: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = ) .Z-�7 �S ;'L41 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL BE :Q - I-ATE F lL • • • • & PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0ALUMINUM SHALL BE \ 8063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA A MINIMUM GRADE 33.040.045' 375' .376" �� SS C1 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL ANCHORS ONAt. ANGLE CLIP(FIGURES 536)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&#12 1'X 4'X.375' t'X 4'X.376' A.L NN I�,Ir YA,P E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8A Mullion Capacity TableCOW) �g Opening Width(Por vaNcely-sperininp millions)or Opening HSM(for hotlgort"P6rWrq mullions) .Cr le M h so In 701. M In 90 h 10.1, 1201n 140 h 1601n y 11dd cs 1.26"x Reelxgulx TsP/7rlsnp. Reef gel Trep7111eng. Restsnpder TnDlMorlg. ReeWnplAx DwIllrg. Rxle,npser Trepfftlaw Rectxqulx TmplTder,9. RecMrgolx 1tePl ms 7hslan9dx TWIN". Rsoln•4If Trsp/1d•g. o 3.188"x L-ft loading Lneding Lading Loading Loafing Lading Lmdirg L-ft Losehg Loading Lading Molding Molding Losdi.11 L-ft LmdbV Loading _Y .208"Alum � �" � �L^ � N Tube Mull � � g � 79 d z co v 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 Sae 170.0 1 992 1170.0 610 170.0 1118 170.0 521 170.0 1240 1".0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 131.6 1769 170.0 621 l4-- � W LLI 48 In 170.0 706 170.0 624 170.0 650 170.0 864 170.0 992 170.0 830 170.0 1133 170.0 eel 170.0 12M 170.0 877 170.0 1Or 170.0 6M 164.8 1548 170.0 880 132.7 1648 170.0 600 116.1 1648 170.0 680 60A26in 170.0 747 170.0 563 170.0 ego 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 1 713 170.0 1345 170.0 747 107.0 1468 1T0.0 758 139.2 1469 170.0 1 766 119.3 1406 170.0 756 104.+ 1446 170.0 756 2 O 641, uao 797 170.9 efz 170.0 sae 170.0 ew 170.0 me 170.0 754 170.0 1276 179.0 e03 163.1 137e nao e37 4484 tale 170.0 aae Ina 1318 170..0 bel 10..6 1376 1m.o eat 917 137e 170.0 eel m 001n 170.0 805 170.0 701 170.0 1053 170.0 797 160.9 1168 170.0 878 139-0 1158 167.4 930 12&8 1168 IWO 919 111.2 1158 150.0 912 92.7 1168 144.8 003 7a4 1t68 144.5 1106 69.5 1106 144.8 90a P W m J Min 170.0 so iy. 745 IONIA 1001 179.0 850 137.2 1051 165.9 862 120.1 1051 142.0 818 106.7 1051 132.3 837 96.1 1051 125.1 830 00.1 M I 119.5 022 e8A 1051 119.1 621 00.0 1051 119.1 421 661 167.1 _7• 70 89 139.3 957 V.0 SM 119.4 057 134.0 700 104.4 957 OVA 777 92.8 957 112.8 767 01.0 057 100.6 769 $0.6 957 100.0 750 59.7 057 964 748 52.2 957 98.9 745 4gMA 1207 804 1352 eg8 107.3 60r 116. 601 914 001 101.3 671 804 904 914 990 71.8 604 64.1 850 614 801 MS 613 63.6 MI 720. 633 46.0 804 694 829 40.2 601 69.8 828 j :1 761, 100.4 X20 Y 9630 111.2 722 p.2 at8 78.2 722 85.3 806 00.4 722 70.7 696 804 772 700. 680 841 772 66.6 610 45.8 717 69.6 670 0.9.1 722 58.7 665 34.2 722 602 660 to 101.2 106A 644 81% WIG 500 720. 086 70.5 877 63.3 685 70.5 6% 58.2 985 64.5 680. 006 055 80.1 653 42.2 1180 64.3 643 30.2 905 61A 537 31A 685 60.7 335 � N r • Q C it Min 85.0 616 .0 457 54.9 RIS 449 47.1 615 50.1 441 41.2 515 44.7 434 364 516 40.6 426 33.0 515 37.4 417 27A 516 33.1 413 23.5 316 304 407 20.6 015 29.1 404 x Z N • •0`Ir� 64.3 404 45.3 " N 307 36.8 463 11.0 301 33.9 453 30A 395 30.2 469 33.0 379 27.2 461 30.4 374 226 453 26.6 380 19.4 463 24.3 380 17.0 463 rt9 338 y p C7 108 h XV02p 31.0 318 27.2 368 204 313 23.8 358 26.2 308 21.2 368 17.7 SM 10.1 368 20.8 300 109 736 10.0 293 (n 7 • •111, 20.3 338 30.1 301 26.1 336 28.1 297 17.0 338 73.2 293 19.6 Sb Z0.9 269 174 338 11.1 283 x Y Y • 1 23.2 290 2& 280 199 200 20.6 266 17.4 290 18.2 260. 164 290 10.4 249 Of14410 TABLE 0 • ••:••• ANCHOR CAPACITY ADJUSTMENT FORMULA: 020069 AnchorCe Tads Ib1 ANCHOR C�4P.,,",,,," '--3 • • • Substrate 2.7k Corcrde 3.tikConc. 1fo9aacmu Fbed CMU PT Woad Meld (DP)X( )=ANCHOR CAP.,,, • • • &ifr Elco V4'SSEk 1118Eko 1I4'85Eko 0M61ed 91231se1 9128teal MIRLKNN •i•iircop PatbLtjt•• Arlr�rl)y' 9y6'EIco U619[al 111•FJoo UlUacon U6•con Y1r EHOUO•[on U4'EkoUlracon AffeGAr U6mboo Ag11e0slor St"(e Serar(W) serlw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR • rmge awrce pn) 2.1/8 �• 2-1/r 3tlr f• 2•tlr t• 2-vr r 3118 r 0.46• 0.5+^ 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN E1n0eanmH fsl4• 1 1,Vr faw 1x14• 2• 1-11e• avr 1-174• 1•trr 1-114• 14/0.^ z• i-3e• i-w tyles ACTUALPRESSUREREQUIREMENTFORTHE 2 Amb m®478 Lon O.C./s1eMaM a OMM Clip(Flip.1)'. Mals leo 90. _450 bs 8901x 1s"6M 270 ma 280 m1 3541es 7461a 374 Itis 664 ms 9461m 341 Itis 4421bs -O-ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anch= 1.15•Mh O.C./Slmd d OnMt C1¢6192)' 400 bs no its 14A OVA NIA U0. 38010, WA WA NIA IUA OVA 662bs 8659, 112o0b CAPACITY(FROM THE TABLE)OF THE SELECTED 4Antrim 0 3'Mh O.C.I M 2(5 Ami*CO 104 8k 7901M I T60 Its 60.)bs 1560 me INS me 6100, No bs NA 7601bs 746 ros am bs 189298 6821tis 6M la 1120 as I MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMI-4 .15'Mh.O.C.I U42p,YNo.12r ANm. .4) NM IVA 141A IVA NIA WA WA NA IIA NIA IVA HVA NA OVA 1430108 I CAPACITY WHICH MAY BE USED TO QUALIFY tArclnr/F 9 1M IDs 10588 225 bs 445 to on" 05F. 140 Its 177 r. 370168 167bs 952917 d79 b6 17090. 22190. 180 be ADDITIONAL ANCHOR OPTIONS FROM THE 2AMI1M 1.irlAlrtO.0/F 24D bs 350 ea WA WA 1114 NIA 1901a NIA ILA OVA IUD WA 311 be 1420, SfiolDs ANCHOR CAPACITY TABLE. PRODUCPRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0s 9 ding Dods W Ptodde Building Dods _ FIGURE 1: FIGURE 2: A-Vialig,No TABLE NOTES: F�-1.250"�I �1ph41 s.Oets •Dl, • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MiMiami Predeet Com,nl ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. ��N0%# LYNN �, ....... FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188" �a'�,•' 1,1cEN8F'••�tc,Q SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP EO 1BE USED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285" ;• No.58705 '• ' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT1081S.HOLLOW AND j = FIGURE 4: FIGURE 5: FIGURE B: CL GROUT-FLLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 'D -'� �S :-fl/-: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE \ 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND O '.,tAZIT .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL 1.25'X 3.4'V X.F MLLULL MULLION �s'•..'401101" N" ......... 'ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1HMULLION) ��',S/ L • #10 S#12 ANCHORS INTO WOOD MAY BE STEEL,IBS S.S.OR 410 S.S. A.�fO Hly{((-LER;P.E. FL P.E.#58705 TABLE 9A Mullion Capacity Table odif ,>S Opening Width(forvardeal"finning muton)or Opening Height(for hodwrMl74parWng rmllons) 5010 a01n Tom win 9010 1901. 12In INN Iwin p G' Reolmggmr Tnptdag. Rectangular T.Pru ng. Reetongular TrspTMng. RoOongular Tn0I,- Raelan•1mr Trap/rrWg. It"lon9Umf TrapAMng. WconOulor Trspfrifism Reotang,dar TrpITMn9 7oelon9uhr TroplTNnp. �a 1•x5.1 0'76 Leading Loaning Loading Loading loading Loading Loading loodn$ap loading Loag WadYq $$Loadig Loodng Loading Loading to"" $$Loadeg Lading pYd Alum MulllonTube p to M m F 42N 170.0 620 170.0 435 170.0 744 170.0 478 170.0 M170.0 6116 170.0 982 170.0 019 170.0 1118 170.0 521 169.3 7118 170.0 691 127.7 Me 1700 521 100.5 file 170.0 621 96.9 1119 170.0 611 0 4810 170.0 708 170.0 824 770.0 070 170.0 684 167.6 976 170.0 630 146.7 678 Mill 661 1130.4 976 170.0 677 f17.3 978 170.0 Ow 87.8 978 1700 680 83.6 916 170.0 NO 73.9 We 170.0 660 J W 50.02610 170.0 747 170 170.0 928 170.0 631 150.7 927 170.0 M 131.9 921 fWWA 106 117.2 921 IgA1 M 105.6 927 1150.3 826 87.9 927 7383 505 76.4 927 156.3 505 85.9 927 1503 ON 0 • 5410 870.0 797 1R7.9 OR 154.6 961 170. 8591 132,5 689 163.9 899 115.8 950 141.6 050 103.0 ON 191.0 Ow 92.7 880 128.8 651 77.J b9 12fl8 652 60.2 ew 12.8 631 67.9 508 1208 662 �S • m 0 • win 143.4 746 169.6 091 119.1 71 1 .1 8 100.3 iN 117.0 808 60.6 7/D 107.8 590 79.6 7b 10/.0 80P 71.8 718 IIA 507 69.7 748 99.3 689 61.2 748 63.3 503 44.6 748 933 681 f� M BSN 143.7 677 IR2a 688 103.1 877 113.2 666 96.4 671 190.4 656 TlA 677 91.4 5M 69.7 677 85.2 639 61.0 877 6fA 631 61.6 87I 77.0 6Y8 10.2 877 M.7 6YB 38.7 677 78.7 629 win 107.0 O17 114.1 070 89.7 61 d 6 h.9 817 M.3 509 87.3 617 78.3 Soo 59.8 017 72.6 494 53.8 817 50.7 480 44.8 617 64A 483 38.4 O11 63.7 482 33.8 817 83.7 402 ? lL � JiNk. 016 67.* 450 69.1 61• 7•.29 4Mw 691 616 66.2 432 51.6 518 50.8 426 46.1 618 64.2 410 41A 616 50.7 114 34.6 gill 46.6 408 20.9 516 45.0 405 269 610 450 405 Z co g g� 405 13.1 V 68.7 465 0 50.9 465 54.9 980 14.1 486 49.4 381 39.2 465 45.3 376 35.2 405 42.2 374 29.4 106 30.3 387 25.2 405 90.6 364 22.0 465 38.2 363 2 J fi 441 BOV 36 641 N• 61.7• 379 46.6 441 506 372 40.8 NI 15.4 306 30.2 441 41.8 300 3Y.6 441 30.7 358 Y7.Y 101 244 349 23.3 441 37.1 318 201 101 32.7 346 � � t¢) Z 332 43,8 NS 35.4 332 .0 303 332 32.9 284 20.6 332 50.8 250 29.6 332 26.1 276 21.2 33P 11.1 272 17.T 312 !fA SOI 15.2 332 19.8 262 W.1 332 18.7 MI 201 95.* 29.1 291 50.V 0266 26.0 291 20.4 262 21.8 291 23.6 249 19.4 291 21.3 244 17.6 291 19.6 211 74.6 291 17.1 238 12.5 291 15.6 412N 230 45.1 111% 10.6 43 17.6 Yw 18.3 201 18A 250 18.2 108 FN 210 23.1 197 1811 218 IBA 1M 18.2 216 18.8 101 141 218 141 186 in 187 1fl2 110 11.9 181 f6j.7 -167 X N •• •••••• • • • U H Q O O • • ••• • •• D. TABLE 98 ••••• AnohorCa a9 Table(11)6 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� ANCHORCAP.,e,,,,, 8ubatrao: 2.7k Cooanle I.sk Cap. CMU FOL CMU PT Wood MINI (DP)X( >=ANCHOR CAP. A chor Trp: 3178'Ela UOrsean 710'Elco la.- '5118'Elco y18'Ela UNnaon U4'Elm IJAreea in•SS Ela 5H8'Elco I1V 80 EI00 #108 teel 912 Wool #128ted MULLION CAP•..W+r+. Anchor C9p Patterns Uftnea AwraGeler tureen AW&G.lor So-(O5)8c-P5) BC-MS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ololeae pn): 1• 2-I1T N45-Obs 2-I/r 3.1M• P 2•ur r &1n• 21 344 r 0.46' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emiedmenl /-314• 1-y4• tan- r 1-114- 1-U4• 14W 1414' 1410 144 r tare' Iain• ulna ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arclim Q 4.75•Mm.O.C./Smndo7d«O9al alp(Fg.t): 39D as 390 Im 890 0e 1644 Re 2M be 250 b< 354 oe 740 be 374 Ito 664 ma 9461,3 341 ba 442IDo 5W ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon®1.15•Mm.O G I Slandard(«O#nl)ap(Fg.2k LOO Ito 700 ba WA NIA WA 3wba NM NIA WA WA WA 682 Re 885169 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors Q 3-Mm.O.C.r(2)2a5 An01e Clgs I(Fg.37 750 roe 750 Ms 1560 ba 1696 Re 540 8e 550lade NIA 750 ON 745Its Ow lac 1802 ads 862 Re 965 ge 112 be MULLION.IT WILL YIELD A MINIMUM ANCHOR JAnchors 0 0.61'MN.O.C.r UCOp,into.106' (Fg.LI NM WA WA NIA WA WA NA NM WA WA WA NMNM 950Ibe CAPAGTY WHICH MAY BE USED TO QUALIFY F471p(Fg.5) 3ads t95 66 445 ads 822 Ite 135 pe 1401oa 17710e 370IDs 18716s 3921bs 4731be170 be 221150 250 ge ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchan®1.15'Mm.O.CI F-ag(Fg.5): 240 6x 350 De NIA NIA WA 1190 be NM NIA WA WA WA 341 be 4421b. 1 550 b ANCHOR CAPACITY TABLE. ODUCrREYISBD with u# 1064- __4 The Fledda FIGURE 1: FIGURE 2: TABLE NOTES: 01 D 0. . • 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. 1'250' diaml 9Produa Couirol 1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��OA( LYNN 4, FIGURE 3: �� 1. ••......ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' .a�•-•'GiGENSE •._C�,p �� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSQ,• '•..A. • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - No.58105 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL Com` q f FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �i 0.'•• S ATE • 8083-75 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND I �'��'••,�'(ORIOP.•'-�\� • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL L4 •.... ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.10' S/oNA1-�r�P�' #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. MULLION 7 r1 1 • A.LYNN MIL�t�t, .E. FL P.E.#58705 TABLE 10A Mullion Capacity Table belft2 Rik x Opening WRdth(for vedics"paming mlAb+s)or Opening Height(for ho+izo+ielyspmdpg millions) 5010 601a 1010 I 66 in I in 001n I iM 10 140 in 180 in 1$6%J.26 Raofay#x %fadep. Raclangllx T"PnM1ang. RaUao961x T.prMng. Rwtangulx Troprrdane Rectan•Mr Trprrdxp. Redapebr TropTdm9. Roctangolar TropTdaro. RauanOu Tn�'ang, Raetwoulff Tlaprrdaag. n Loadnq leadkp Lea&N Loasnq L.W!Ao L-di.q Lo.Anq Loadaq Lo_-&r% Lnft Wang Lo dkp Leading Loading Leading Lwdw4 Lnd108 Loading %.1121 b Alum Tube .� ,. �' •s.. € €,. £ '.. �' •�,. $., ',. a".. $ .' .F .$,. �' �',. a '.. .� $.. r 5.. $ �•_ .• .$,. $ 's,. Mu U s�. $ g� � �+. a 11 :1 xa as an as �a f� fad �a fa � �a -Z.7 asp �a ka o 421. 110.0 620 1170.0 435 170.0 744 170.0 478 IMA 868 170.0 606 IMA 892 170.0 618 1110.01 1116 1170.0 621 170.61 INS 110.0 621 170.0 /4BB 110.0 621 170.0 1735 110.0 621 170.0 1963 170.0 621 J W 46M 170.0 700 j 110.0 * USA 050 170.0 610 110.0 992 170.0 630 170.0 1133 170.0 661 111.0 1216 1700 677 170.0 1 1417 170.6 610 170.0 1700 170.0 600 169.1 1919 IMA 680 140.5 1979 17CO 680 • 60.62610 Me 747 10. 110.0 091 1710 631 170.0 1018 USA 611 170.0 1195 170.0 723 170.0 1346 1100 747 1780 149J 170.0 766 1704 1797 110-0 761 152.6 11)7 170.0 760 193.6 1077 170.0 766 W �� U) i • Siftil 70.0 107 170.1 612 170.0 956 IV.O 8y 170.0 11% 170.0 764 170.0 1276 170.0 003 170.0 U34 170.0 837 IN-0 1691 /190' 656 166.1 1769 170.0 661 134.1 1769 170.0 661 117.3 1769 170.0 Ni • BOM 170.0 as 1 71 170-0 1063 170.0 7 IlOo 1240 170.0 070 170.0 1417 170.0 911 161.1 1611 110.0 9N 145.1 1511 170.0 1033 120.0 1611 IMA 1063 103.6 1511 110.0 1163 90.6 1511 IM.6 1063 � 00 J gg• 41%0 70.0 930 00.0 746 1100 1110 170.0 966 170.0 1302 170.0 SAO 166.6 1370 170.0 NIS 139.2 1370 1700 1076 126.3 1370 1610 1012 INA 1370 165.9 1072 19.6 1310 155.3 We 76.3 1370 165.3 1010 � W 7 yl j6ia 170.0 971 170 789 170.0 11 1 9 166.6 1248 170.0 1002 1362 1248 /66.6 1013 121.1 1248 147.1 1000 101-9 1248 1]9.0 869 90.0 1248 130.4 910 77.1 1241 129.0 975 68.1 12/8 MO ITS Z 72 is 167.8 1019 IM.O 078 139.9 1019 160.2 992 119.9 1049 192.1 876 181-9 1049 119.1 860 995 1019 109.7 818 83.9 1019 102.7 m8 69.9 1049 44.3 825 69.8 1069 81.2 RD 67.1 1018 91.1 820 QMin 142.7 941 U9/ 8 118.9 91� 728.` 0 101.9 871 lily 791 692 911 1W.0 777 19.7 611 81.7 760 71./ Olt 65.0 107 69.5 9tl 71.6 /W 01.0 NI 71.0 731 11.6 966 J3.3 136 M96k, 320 094 137.8 7'3 110.0 89! 7461!•766 1113 MI 1024 763 82.6 091 91.9 740 73.3 891 81.1 130 66.0 891 70.3 721 65.0 89l 10.7 701 41.1 883 67.0 701 11.3 891 6611 666 I<•' N 664 671 M• 696• 71.6 al lj.ti 66 BIA 671 65.7 676 67-7 871 682 666 47.7 671 629 668 43.0 671 40.1 661 35.8 671 43.1 679 30.7 671 39.7 631 26.9 Wt 37.9 526 Z 1O < Of • M0 590 .t 1• 69.0 65I� 61.1 6% 60.6 690 MA 600 11.3 690 47.6 602 392 690 43.0 497 36.4 660 39.6 466 296 666 317 477 26.3 SN 31.6 469 22.1 590 291 464 XZ49.7 460 60.6 421 114 �'42-9 114 35.6 IM 37.1 408 311 466 32.9 40 27.6 466 29.7 366 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 21.2 ]76 10.6 466 10.6 310 6/1 N45.8 Nl 46. 460 38.2 32.7 441 31.1 307 28.6 441 36.2 382 26.4 Wt 272 376 22.3 Ui 21.8: 372 19.1 441 21.6 367 16.4 441 10.3 356 U.3 Mt 174 351 36.3 378 •6-9 3U 382 M.• 369 269 378 26.8 334 22.7 310 27.7 329 26.1 378 21.3 326 16.1 378 19.6 321 16.1 370 16.7 314 w XX4410 21.0 262 21 17617. 239 15.0 262 16.3 236 V N • • • • a 1n w 0000•• 0000 • • TABLE 10B • • __ __ ANCHOR CAPACITY ADJUSTMENT FORMULA: *414041 AnchorCepacity Table(lbs) _ t�t Sobalrole 27k Cache 35kCmc. Hom cMu I'lled CMU PT Wood Mel• (DP,)X(ANCHOR CAP.,,,,,,•„\_ANCHOR CAP.,,, 'a� Ancllar type YtG Eko uerecm lie Eko UXrocm WIG EkO 9r1G El[o Ulroem 114'EkoUlrecal 166'55 Eko 680'ftka yr SS Elco #IOSIed 01231666 #12 Steel MULLION CAP.,,e,,,e, AnehorCRp Patterns unscm Appy dw t)Kmm Agg i im scam(w)Screw(a5) screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR E09y aganca n- 1' 2-112' IN 2-vr afire' 1• 2-vr r 2-117 r 3.17G r 0.48' 0.54• O.T4 CAPACITY REQUIRED'CORRESPONDING TO AN EMbedlfanl fr4 1.340 1.Yr 1-741 I-W 2- t-v/' 1Ar 1-174' 1-14. I414' 7.110• r I.3M' t3'a• wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMUS Q 4.70' 00dLen O.C.r Snigowd W ObCOO Ing, m 106 1) SOW 3 450 be 890 R3 1644 b9 270 bs 28D As 354 bs 740 Its 3741'3 664 as 9`16 Its 341 IN 442 ba 660 ba OPENING,WHEN IT IS LOWER THAN THE MULLION t AWWI SS I M MM 0.0 I St.mdm016+MeI)CSP 0`80 n 480 lbs 700 as NIA IUA INA IIIA 30D as IRA ILA IUA IUA WA 682bs BM b9 1120116 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhM!3'MM.O.C.I M AS Angle c I(FI9j 78003 700 6a 6m los 1560 to Man 5401bs 510 Ie NA MOO 746 bs am ms 1892 to 602 bs 810 b0 MORS MULLION.IT WILL YIELD A MINIMUM ANCHOR Uvr.6 O.5/'Mn.O.C.1 UCBp,Into.IW ALUM.(Fig 41 NA WA NIA IUA NA n7A IUA NA IUA 141A IUA tUA U/A IUA 1160 bs CAPACITY WHICH MAY BE USED TO QUALIFY I Amhw/FCIp(Rq� 195 be 195 to 2258,5 445 Is On ba 135 b9 140 as 177 Its S70 Its 07IDs 392 Nes as b6 1701's n11% 2BD bs ADDITIONAL ANCHOR OPTIONS FROM THE CT RI3VLSIID 2Anctnr8 1.10'Min O.CJF 240 In 350 as IIA IUA n7A r11A too lm NTA WA tUA WA WA 341618 112010 660 ba ANCHOR CAPACITY TABLE. Odfaj OW9�the he�� He FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' `Do � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ��oduci Cmltrn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 1 \\111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- �„N M�� r 3: '��,•''�\CENSE'lee ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' Q•;' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �-:' r '•, �. FleBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5870 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ' 71 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL J �.°( S FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .624 �0 STATE OF • 808345 AND BE A MINIMUM OF A0O THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND %,��'••.FCOR\DP.•'G\�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A3&ALL %S '• .•' • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25*X.824* ",,9/ONA1.E �� • #10 d#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.&NWIMI ILLL ,P.E. FL P.E.#58705 TABLE 11A Mullion Capacity Table pb*RtT ---- • A Opening WN516orvanica"arviing mull1m)orOpenlrp Height(larhai7n16Nspmtrit6 m115ons) e16� 601. 64 in 701, 08 1. 601. 1001. 1201. 140 in 160 In 115%3A4 Reclmprdar Treyfrlen9. Rectenp4w TnpRd0n0. Recbna" Trep'rd ng. Reeteeg3W Trap?erp. R3ctan•4er Trry/rd.0. RetlenpuW Trep?Mne. Retln•uln TOplyde.0. R4tlenpder Teylrien0. M91sn0e11r TnplRi9n0, o I- Le3d1.g 8.870180 L.6.1 Lee6n0 Lading L dw Lo.&V LmAng Loading Loehr• Le.&a wft I...&I I...&I Lad1.0 Lan6n9 8.88680 leedL OLr '1YY1 %.524 �+ Muman Ug h gd a td $ rd - ?d a id It e$ d .1 €d 1 $d $ 3E$ €d & 10 a �d i 4d E gd �d } ed N & I 3e as � �a as :1 as �� as as d as as ga d as pas as � as as 3a as as as g 421. 170.0 620 170.0 436 170.0 744 170.0 479 170.6 060 170.0 606 170.0 992 170.0 619 170.0 1116 1700 621 170.0 1210 170.0 621 170.0 1408 170.0 621 170.0 1736 1700 621 170.0 1903 170.0 521 J 40 in 110.0 708 170.6 651 170.0 KO 170.0 681 170.0 992 170.0 630 170.0 1137 170.0 661 110.0 1276 170.0 677 170.8 1417 170.0 611 170.0 1700 170.0 00 170.0 1863 170.0 690 INA 2281 In 680 W • 60.626 1. 700 747 irea 196 170.0 631 170A 1016 170,0 864 170.0 1116 170.0 723 170.0 IJ/6 170.0 747 171.0 H% 170.1 760 170.0 170.1 170.0 766 170.0 2092 170.0 766 170.0 2]81 170.0 768 W o m co 0 44WO 70.0 797 170A 612 170.0 860 INA 051 110.0 1116 170.0 764 170.0 1275 170.0 903 110.0 1434 170.0 837 170.0 16M 110.0' 866 170.0 1913 170.0 961 170.0 2231 170.0 66t 160.2 2407 170.0 081 F • (n 6670 170.0 186 1 170.0 1063 170.0 7 171.0 1240 170.0 071 1TOA 107 110.0 9H 170.0 1691 170.0 9% 170.0 Int 170.0 1037 170.0 2126 170.0 1063 1/9.3 2161 170.0 Po63 170.1 2167 170.0 fm � � c0 ..J 0 fie• 70.0 930 110.0 7/60 170.0 111 170.0 M 170.0 1302 1700 940 118.0 1100 170.0 1615 170.0 1613 ITOA 1076 170.0 1869 170.0 1122 166.9 2000 170.0 1160 134.6 2060 170.0 1171 117.7 2000 170.0 1171 F0661. 170.0 IN 1704 789 170.0 114 1 VIA 1364 770.0 1102 170.0 1668 110.0 1086 170.0 17S3 170.0 1166 170.0 1948 170.8 1210 143.0 1866 170.0 1276 122.6 1966 1870 1266 107.2 1966 178.0 1286 Z y .� 72 n 170A 106] 170.0 119 170.0 1276 170.0 100! 170.0 H08 170.0 1126 170.8 1700 170.0 1228 164.1 1734 170.0 1910 130.7 1731 169.8 t3% 116.6 1731 165.9 1361 %.1 1734 160.4 1762 86.7 1731 160.2 1762 J g 3 0 7610 170.0 1122 170/ 937. 176.0 t3V 170& 1080 168.6 1666 170A 1200 VITA 1656 105.2 1286 131.1 1656 161.6 1266 117.9 1666 111.3 1261 91.3 ISM 126.3 12M 60.2 1668 122.3 1219 73.7 1656 121.2 1216 .7 Z HOLO 17�3-03 170.0 13 I%f 41`16 165.9 140 169.3 1246 136A 101 162.0 1224 1212 1117 139.1 12% 109.1 1477 129.6 1191 %.9 1477 116.9 1169 71.9 1477 110.8 1168 60.2 Hn 169.3 1166 Q �_ 4960^• 142.0 NO f11A 1110 W& 904 66 101.6 1110 107.9 951 81.8 1110 96.3 938 74.9 1110 SYS 922 71.0 1110 a07 910 69.7 1110 71.3 891 601 1110 66.6 610 44.4 1110 62.7 970 Z al • as in 117.0 97.6 9 1 63.6 976 68.3 %2 13.2 976 79.6 870 66.0 976 71.2 917 69.6 976 SSA 081 48.1 976 67-4 7% 41.8 976 523 778 39.6 976 49.3 167 F � • e1*N# 822 6% 605 771 70.7 615 60.7 711 61.3 674 61.4 771 64.3 666 45.7 711 49.0 666 41.1 171 41.9. 667 39.3 771 31.8 632 70.1 771 36.0 621 26.7 711 22A 612 rT] • 1111. 76.7 661 63.1 1 61.1 730 56.3 049 473 730 49.9 631 42.1 730 460 22 31.9 730 tl.fi BH 91.6 730 36.6 600 27.0 770 31.9 509 23.7 736 70.6 681 W M • •I�l✓t 69.9 669 19.9 69) N) 990 42.0 874 44] 652 37.5624 3l.2 644 77.3 024 363 637 30.0 624 32.2 631 26.0 821 21.7 619 21A 0Y4 24.8 as 1S.7 624 22.6 681 w x8860In 31.7 Jp� 26.9 4� M+ 395 24.9 433 264 390 21.7 173 Ye.1 386 19.3 433 20.8 361 17.] 473 10.7 376 ••••e• 0000 ••• ZOO to go- TABLE 11 B • • ANCHOR CAPACITY ADJUSTMENT FORMULA: - .000 AnchorCapacly Table pbs) ANCHOR CAP..,o.,... 9ubn614E 2.7ktbrcn%8 &5k come. Hallow CMU FIM CMU PT Wood Mtla (DF;,,,)X( >=ANCHatCAP.-, 6118'EICO /48'69 t3c0 6118.. Vr$a Etc* et0 Sled W 231eel m2 sial MULLION AnchorCllp Pattema Ancnot lype vts•Elc*lllM:m UI'EkoUOrecon Ur. yte Elco Uaracm V41 Eta AWeG9w Uerxm Agg11GA1 Scne (GS)Sew(GS) scm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOP aaSM400) r 2-VT 1' 2.11r mir 1' 2-11/2' 1. 2-v2' 2• 3aro• 2' 0.49• ow 0.94. CAPACITY REQUIRED'CORRESPONDING TO AN EMbeOnelt 1514• 13x4' 1314' 13V• 2' 1-148' /-Y4• I.V r 1-ve /-114• 14w z 1ya• tye, Was ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amnon Q 4.73'MIR O.C./Slafflud a 0681 Cp(Rg.1j 390 bs 39018 4931as 000 m /611 ee 27018 leo w1 356 Sit 740 roe 374 2-e 664 an 0I6 2-e 341 lbs 442 t9 ago ee OPENING,WHEN IT IS LOWER THAN THE MULLION IAMtMQI./S'Mn G.C./SIaM9N(o7 Ofae41_02.2j 49005 700 lbs 111A IgA NM NM 310 Is IIIA ILIA NIA IgA MA Sag Mt 88503 1120 ex CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Am"Q 3'Min.O.C.I atb Angle CUM I(Fi93j 760M 79170 69008 1560 Be /8991bs 6401e 960 t3 HrA 780161 70 Sal am 09 ISM 68209 80506 112003 MULLION.IT WILL YIELD A MINIMUM ANCHOR MrOM•4it 0.54'Mn.O.C.I UCp,IMo.100'Alan.ft 4y NIA WA NIA IYA NM NM IUA NIA IYA NA WA IYA NIA IgA 129108 CAPACITY WHICH MAY BE USED TO QUALIFY -- 1AMIMIFCp(Fig5j 105 is 19548 lasts 44501 822 rot IMbS +2-w 11.66 3761b1 .0705 332 Be 0315 "6706 22118 28ote ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRHVISM 2Ancnm 1.15'M1RO.CJF 24016 3604 NTA IUA rIM NM 10008 t1/A wA NIA IYA wA 311 e3 14209 6604E ANCHOR CAPACITY TABLE. 9 y ewMllibePlorida Cod t2M' AooeDt•10eNO FIGURE 1: FIGURE 2: TABLE NOTES: Dego �I.O Fly • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION IUM We U nIr01 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,r0,..•••••••.,�ltc 7�i� FIGURE 3: 3Q��• _\OfiNSF'•.•'P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ �< No.58705 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'O•:�- 2'(, (5 :•41 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL = FIGURE 4: FIGURE 5: FIGURE B: 4' 'U'� F(ORIOE;.•"��` BE PRESSURE-TREATED YF1L�N SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE • 8083-T5 AND BEA MINIMUM OF AW THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND i,FS ••..... .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL / 5/GNAT. ,. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I j I I r r 111 11114 • #10&912 ANCHORS INTO WOOD MAY BE STEEL.1&8 S.S.OR 410 S.S. 1,25*MULLION 624' A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 12A ;yg Mullion Capacity Table 9#IE • N Opening Width gor1ericatplIparWnp m lions)or Opening Height(lot hoAmrlMry-aparWng mtAlona) � 601. 00 In 70 m so In 901. 100 In 1201. 40 In 160 In Readn9uhr 11sp7R1.ip. ReoMnWer Tmornwil. Reeterrpt• TaW9mI4 Reoten916• TNW Mp. Re We" TWISISI•. Reden9r6nr USIVI1+009. Reeten9ul. TMIM.r0. RedenOdu TuWT0an0• Ree1.19A• iteprTean9. 2x4x.26 14-ft Lad.9 Lmdno L�n9 I"," L"dn9 LodnO L."" Loaft L-ft L.W.9 Loedn9 L.Shcrp laadro Loadllp L89dn9 Loeeno 1498.0 6 Alum.Tube [L 1( YY Muliona _.. � ` � da a a �` � NIF LL z Pim Z !,I it g17.0 620 170.D 455 170.0 745 170.0 478 170.0 098 770.0 6IO 170.0 902 1ra0 619 170.0 1119 170.0 621 +70.0 1240 ,170.0 621 +70.0 1488 170.0 7136 170.0 627 170.0 198) 170.0 621 O .0 70E 170.0 621 170.0 650 170.0 581 170.0 992 170.0 830 170.9 1133 170.0 887 170.0 1276 1ra0 677 170.0 7417 170.0 880 +70.0 f 170.0 am 1ra0 1983 170.0 990 170.0 22x7 170.0 680 .0 74'k 70.0 aw 170.0 096 170.0 631 170.0 1045 170.0 664 170.0 1196 170.0 723 170.0 1345 IMO 747 170.0 1404 470.0 Tse 170.0 1798 170.0 769 170.0 2092 170.0 756 170.0 2301 170.0 158 0 N 0 79 1 .0 12 +70.0 1 .e 891 770.0 the 170.0 764 170.0 1276 170.0 803 170.0 14U 170.0 037 170.0 1594 170.0 ON 170.0 1913 170.0 881 170.0 2231 170.0 Set 170.0 2630 110.0 601 co 00 845 170.0 761 170.0 ION 170.0•791 170.0 1240 170.0 Us 170.0 1417 170.0 945 170.0 1594 170.0 S98 170.0 1771 ,1ra0 1SJ3 170.0 2125 170.0 10IO 170.0 2470 170.0 1003100.8 20M 170.0 7063 MN0.0 ON 170A 71p 170.0 Will 170.0 $50 170.0 ISM 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1070 170.0 1859 170.0 1122 170.0 22231 170.0 1189 165.7 25tH 170.0 1171 145.8 2553 170.0 1171 0.0 074 1 OA 145 170.0 %80 70.0 170.0 1364 170.0 1001 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1940 170.0 1210 170.0 2338 170.0 1275 161.9 2137 110.0 1200 132.0 2437 170.0 12800.0 1003 170.0 878 170.0 1216 170.0 1see 170.0 1188 170.0 1125 170.0 1700 110.0 1228 170.0 1913 770.0 IS16 170.0 2125 170.0 1J87 USA 2104 170.0 1180 121.8 21x4 170.0 1520 145.2 2184 770.0 1510 g Z 16m 170.0 11:1i�. 170.0 1 1080 170.0 IND 170.0 1245 170.0 1794 170,0 11322105,11 1980 170.0 1121 145.8 1960 170.0 1600 123.0 1980 161.0 1618 108.1 7960 161.0 1615 929 1945 162.7 1531Q 2 I IR 170.0 11tR 170.0 987 170.0 t ! 118 170.0 1611 170.0 7245 170.0 18{2 170.0 7 1861 1ra0 1471 137.4 1451 167.1 1600 114.0 1801 147.1 1NJ 45.2 1451 179.0 1169 00.9 1IO1 137.8 1161 •00• 170.11 1718 11981.0 1114 IN.1 1300 1@0 1219 IVA 1398 1360 IIN 111.S 1396 121.9 13N 1102 1`182 45.6 1450 101.6 1147 74.5 1394 89.6 1122 63.9 7398 82.7 1105 55.9 1398 78.9 109800m 147.4 1 161. 1 122.0 1 070 1053 1220 111.2 1061 02. 1220 "A 1229 45.6 1029 7S7 1220 82A 1018 61.4 1220 72.2 223 62.7 1229 83.9 977 451 1220 62.1 057971 105.8 877 36.3 971 80.0 set 74.0 971 T72 049 1 88.4 071 61.0 826 61.8 071 66.6 616 43.1 971 45.0 708 77.0 971 44.0 7S2 32.4 971 45.8 771111 m 95.1 919 91.J R/2 79.5 Me 1. 819 IO.t 919 70.9 S98 02.9 910 45.7 764 47.7 910 51.6 774 39.7 989 45.6 783 31.1 010 40.2 742 28.8 910 37.1 iJ2 uuu111 X 6.5 7 .a 71652.9 elle �.� 705 53A 745 SSA 898 47.2 745 49.4 9 789 44A 877 J7.7 700 40.5 845 Ji.s 145 31.0 641 23.6 745 215.0 831•198 In 43.7 619 61.! 004 36.4 iN 0040 198 712 646 3fA 497 27.3 645 232 J 645 23.7 179 2fA 698 22A 171 71.E 645 /0.a 454 159 616 172 400 13.7 518 156 418 Q N Q O ' tL•}PR •••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. Z .O AnehorC•p9oHy Table pb9) ANCHOR CAP., .^_ €0: of SUDalr9la 2.MCarcrele S5t Conc. t1alb.MU FRed cMU PTwcad Meld (DP)X( )=ANCHOR CAP... 33 g� � 6HB Elco 114'88 Elco&16•Elco 111•SS Elco 010 Sled a12S1eal 91281ee1 MULLION CAP.,,,.,...: AnehorCRp Patlume &76•Eko US- v4'13coutncon &I6•Elco unrsm yr ExoUn•con ut•con A0pre0ebr umxm AgpR08t& 3.103(06)Screw(GS) straw M USE THIS FORMULA TO OBTAIN THE'ANCIiOR Edge oslarcepM r 2•trr r 2-1/2• 3-Iff r 2-1/r r 2-1/r r 3.7/6• r 0.45• _0.64• 0.321• CAPACITY REQUIRED•CORRESPONDINGTOAN EaIleOnad nY talr fy4' tarn larr r f-1/r I-v4• 1-v4• 1-vr 1-v1• 7-v1^ r taro• tye• 1e•s ACTUAL PRESSURE REQUIREMENT FOR THE 2Anemn04.75•MISO.C./Stw4wdmORNCIPp`+0.9821 390 bs 390 roc 450 to e90 roc 1661 Its 270 bs 280198 964 rob 740103 174 roe 664103 946 ba $1103 442 IN No Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon 0 2.56•Mn O.C./etanaNd(Of abet)Clip 09.31 740103 740M sw IDs 1465 ba 1424 bs 14/A 500 b t1A 895198 tuA eIO a. IVA 6e2ros am bs 112.103 CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArchaA07.7t•Mm O.C.I StaIWsN(or Cleel)Clip(TIO.4) 8115103 765 bs 79NIb3 NIA IIIA 705 to NA 799 b3 N1A IVA RVA 10221te 13271.1 16M Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AM"O3'Mm.O.C.I R)2 t5 Argk CSpsl(Fl0 61 MRS 7 645 917 1500 a 1898IDS 500 r• WA 76011. 745 lbs Nome /092 9e N2ros SIO ta 8120 roa CAPACITY WHICH MAY BE USED TO QUALIFY 6Ancmn 0Y Mm.O.C.I(2)215 Arale CP%1099.61 1170198 717Dto 102OMS 2MM 2861 IN 9 6400 NIA 114OMS 1122 In 1320 bs 25M be 1022987 1927IDa 1880 Sa ADDITIONAL ANCHOR OPTIONS FROM THE 3Archus01.8r Min.O.C.I UCro.Int0.1251 ABMT.ft 4 NIA WA NIA WA IIIA HA IVA NIA NA NIA IUA MVA III IUA ANCHOR CAPACITY TABLE PRODTICTRBWg® 6Archom00.W'Mn.O.C.IUCnp,ln10 12SA1onr.oap 8) NIA IYA NIA IUA NIA 111.0 MA NA IW IUA ISA WA 1IA tuA 21 6• 980oteplyUywpb/aFlplla- 2AncMn 0 26r Nft O.CJ FCp(nil 4 377 roa370 ros S16IDs 143 N 712 S. 141A200 SA NA 11610. 111A 440 rob IUA 941 bs 142 Oq 600 Sn 8ii09i�Cade SArchx9 01.71'Mm.O.C./F424(Pq.1 413 b3 625106 $70 Sn 073 ma IIIA NIA 353 to I WA 1 300103 NA IVA IVA 1 511 IDs 1 654 9a 840 m Ocap2alwe H• 5.O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. oo0at0 l� CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: IMN 2.000' a Predud Control • • • • • • • TABLE NOTES: \1(11+1111)/I • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ` �ON ,.......,4/�� • • • • • GENERAL INSTALLATION METHODS. `jt \)CENSF • �¢�i"' ., FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q• ��_ 4.000' No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS•SEE SHEETS 21-23.HOLES TO BE DRILLED IN '2�• • • • • THE L LOCAT ONS.OFIELD LOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ;'O �`I I FIGURE 7: FIGURE& FIGURE S 1 & FIGURE 10: ,irk'•, S1ATE ANGLE QIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '•.,F7.OR10P••• �� • •• HE.] IE (FIGURES 566) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ��. .MUST BE USED ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X a'x.25•MULLION !I,S1ONALIN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICKAND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNMILtER,P.E. •• THREADS BEYOND THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#68705 TABLE 13A Mullion Capacity Table •fit) �q g Opening Width(toruer9ce*spamlrpmullions)orOpenlnpH•yht(for horta apannirgmullione) Y Y�1A' a So OD In 70In OO In OO In ISO In 120 Y 1401n IOD Y RacYnpAv IMP201a19. R.cY11916Or Tn0lfeanp. Rac4lpJv TnpTlvlp. R.d.na0v Tr•92Td.na RxYrlaNv lYpr➢lan1). RaCYna1N TrWTd na Rect.naAr T1aptTeenO- Reetn9uly Trap74v1a Rw7a19ol. 7MMIo19. tO 2 x 6x.25 La610 Loe6n0 l4rdnp LwdnO loed.l9 LaA1m Loft LwAnp laedhlp Lee•n0 L1.M19 - La•nH Loa61q Loedn9 Loa•n0 LadnO 1•••194 la.dlq AlWillon e g g g Y iS Mullion rS � � allI I I 11111gg�• 421n 170.0 020 170.01 415 170.0 744 170.0 478 170.0 005 170.0 600 1170.0 002 170.0 610 170.0 1110 170.0 521 170.0 1240 17&0 621 170D 14881 170.0 521 170.0 1738 170.01 621 170.0 1063 170.0 621 48 In 170.0 708 170.0 1 524 170.0 550 170.0 681 170.(1 002 170.0 030 170.0 1133 170.0 081 170.0 1278 170.0 077 170.0 1417 170.0 600 170.0 1700 170.0 Soo 170.0 1003 17&0 000 170.0 2707 170.0 660 ? _ wO26Y 110.0 747 170.0 663 170.0 NO 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 771 170.0 1315 170.0 747 170.0 UW 170.0 708 170.0 1703 170.0 750 170.0 2012 170.0 750 170.0 2301 170.0 755 2 w M (/J 64 In 170.0 707 170.0 012 170.6 O56 170.0 601 170.0 1116 170.0 764 170.0 1276 170.0 003 170.0 14U 170.0 037 170.0 1594 170.0 858 170.0 1913 170.0 set 170.0 2231 170.0 081 170.0 2660 170.0 061 m 60Y 170.0 063 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 170.0 417 170.0 9M 170.0 1591 170.0 NO 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1053 170.0 2833 170.0 1003 F 1p J 63Y 170.0 034 170.4•745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1480 170.0 lot$ 170.0 1673 170A 1078 170.0 1859 170.0 1122 170.0 2131 170.0 1150 170.0 2603 170.0 1171 170.0 2016 170.0 1171 � � eeY 170.0 971 111be 750 170.0 ties 170.0 No 170.0 1364 170.0 1002 170.0 1656 170.0 toe@ 170.0 1753 170. 1155 170.0 1946 170.0 talo 170.0 z13e 170.0 177s 170.0 z727 170.0 1260 170.0 Stn 170.0 1208 Z •7!R 170.0 1003 170.0 078 170.0 476 170.0 1009 17&0 1408 170.0 1126 170.0 I700 170.0 1278 170.0 1013 170.0 1315 170.1) 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2075 170.0 1619 170.0 MOD 170.0 15M 78in 170.0 11V vj 1j114 MCI) 1 170.4 1080 170.0 1570 170.0 1209 170.0 1704 170.0 1372 170.0 2010 INA 1421 170.0 2243 170.0 ISM 170.0 2602 170.0 19x9 170.0 3140 170.0 1094 170.0 3581 170.0 1705 j � is •�� 170.0 1151 170,0 1R7 170.0 9401 170.0 116 170.0 tell 170.0 1250 170.0 1042 170.0 1189 170.0 2072 170.0 1174 Inn 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 t70A 3663 170.0 1708 a 6 WY 170.0 1320 1.0.0 1114 170.0 96111 1101 1526 170.0 1869 170.0 1498 170.0 2126 170.0 1063 170.0 2391 170,0 1793 170.8 256 170.0 1918 170.0 3186 170.0 2125 156.0 3413 170.0 2273 1385 341E 170.0 2351 ~ J Q G3 O •••SNI 170.0 UY 170 1232 170.0 1 170 1131 170.0 1961 170.0 1822 170.0 2267 170.0 1794 170.0 2550 110.0 1052 170.0 2633 170.0 2005 160.0 1199 170.0 2335 137.1 3109 188.0 2470 720.0 3190 15&1 2426 F '� Z O • 1 170.0 1670 700.0 11100 170.0 9013 1Po.0 1647 170.0 7231 170.0 1670 170.0 2550 170.0 2078 164.8 2701 170.0 2271 140.3 2781 1619 2333 123.6 2781 140.4 2281 106.0 2761 126.0 2214 027 2781 11&C 2100 N N � •• 841 Y 170.0 1016 170.0 1454 170.0 f986 170.0 Inc 170.0 7203 170.0 19� 170.0 2821 170.0 2149 151.5 2872 902.3 7216 9469 2832 /4870 2210 113.0 2032 125.4 2168 97.6 2032 116.1 2120 0&4 2032 100.3 2010 120 h 170.0 1711 1 0� 1 170.0 7 1650 151.4 2752 169.0 Ism 135.1 7252 141.4 1064 120.1 ?292 1x7.2 1036 106.1 225x 116.1 1915 NA 2252 90.8 1877 77.2 2262 00.0 1638 67.6 2252 61.4 1808 X • 1W • 1x6.1 1604 12&0 1983 104.3 15R 111611 1425 89./ 1561 91.5 U07 7a2 1661 ear 1190 au 1581 72.3 1371 B2.8 1684 6577 1338 62.1 1564 56.0 1390 44.7 1584 49.2 1305 30.1 1664 MA 1281 (V Q o " CABLE 138 • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acl TabN @e AN CHORCAP.,,,, • • • 8 2.7kWmrote 1.5kCann. IlalowCMU F•eo061U PT Mtal (DP,)X( )=ANCHORCAP.- • • • • LZ *16'Elco Macon IW E1.o Macon `•216'Eko y1M Eko utraoon IW Ebo Ultram 174'88 EYo NIM E6 U4.88 EW "OS" 012 Steel 012 Sla• MULLION CAP., ,.,., • Anchor Clip Patterns • Ultraaon Agovle Nr, t XII A99146ator Soros(G5)6c;vw(05) 8.88'8'(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR •••••• ••• EOpIs 2.178' 1' 2-1m 3494 1- 244 1• 244 r 3.118' r 0.46• 0.5C 0.324 CAPACITY REQURED'CORRESPONDING TO AN E 1114• 4374' 1.34• 1.374- 7 1-114• 1-4-1• 1.114- 1.14' 1-i4' 1-114• r 1194 1176' bdu ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Mi..O.C. SY Or Met Glp Fla.f&?): IM HeIba 460E 590E 1044 1n, x106 280 The 354E 740E 346 IM 910194 3411th 442 Ra 680E OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahaa 9140'MY.O.C.7 Stanav6(wO8se0 COP n.37 7801n. 780 b We b t780 lbs 32326 540 b 560Ibe IN b Me It. 748 b 12726_ 1892 b 882 b 08516. 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED SAncaaa®1.71-Mh O.C.I SWrAd(or Obeli Me(R1).47 11601be 1400 IN 10106 260616. WA NIA 94016. WA 10056 WA NIA WA 13636 1770E 22946 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aneba.®r Min.0.0.7(2)2.5 An*Cep.I ft.5k 7806 760 V. Soo b 15801b. 1898 6 594 b SBO The WA 7606 740 6 ON 11,8 18021n. 602 6 885 E 1120 6 CAPACITY WHICH MAY BE USED TO OUTALIFY 8 Anchoro 9 37 Min.0.0./(2)2x5 Angle ClIp.7(Ftp.O7 1550 b 7500 b 1300 b 3120 b Sm 6 1080 6 _5201n8 WA 1520 It. 140516. 178016. 3784 6 1363 b 1770 b 22406. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Awn-Q 1.6-MIs,O.C.7(2125 A"O$7(Rp.7): 1000E 21006 1410E 37906 WA NIA 13206 WA 15001ba WA NM WA 2015E 20519. 33806 ANCHOR CAPACITY TABLE. ODUCTRffW8D 4 Anohm 01.34'MO.O.C.I U40,Mo.125'AMn.(FI9.8): WA WA WA WA WA t4M I/M WA WA WA WA WA NIA NIA 14M b •°UPh'�i v199SYIsi1� 8 Ancha.9051'MIn.O.C.I Ualp,No.125'Akin.ft.97 WA WA WA WA WA NA WA WA WA WA WA WA WA WA 7081E F--2.000'--1 Odlaa Q10a -VQa x Anchor®4.88'MY.O.CI F-Cep IFq,103 390 b 3906 400 b 090167 1816168 270 b 26014 3516 7106 174 IW 036166 916 b 841 b Ux 16. 5006 oo4p1A50 HO 4 Anchm®1.71'Wn.O.C2 F-Gp n.113: 500 b MVA 505 b 1208166 WA WA 47016. WA 533 b WA .WA WA Sex 6 08316. 11x0108 Due .260' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '" TABLE NOTES: .Hemi DoOe Product C6nbo FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \t 11 t • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /4� • • a a a • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \)`t`�••4\GFNJF, ''•F'0. • • • •e • 8.000' , 2;• •'•-h �= • • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS =YI,: ,.587o5 = a 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. q 8's1 ANGLEIt --9 C j • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FlLLED "A S'tAr•,�. (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL BE PRESSURE-TREATED �:�iC�•'•,•PLCR%vI"•. • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BEA MINIMUM OF.125' '� CCS ••••" \� • • • • • • • • USEMUST BE DIIN THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRl1CTURAL STEEL TO 2A;� PAIRS BE AT LEAST.12E THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25' A.LYNSN M LLER"P.E. THREADS BEYOND THE MATERIAL.010&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.O 58705 TABLE 14A 'Ilk f6+ Mullion Capacity Table(belle 'Ilk • Opening Width(forner8caly-speMngmillions)orOpening Halght(lorhod "arringmulons) fWic ji2 01. OD In 701n 9010 901n loo in 1201n 1401n 160 in u p xtarpr.0 ThipfReahrpr.ar T"PTO -V Rectangular TrryYhimg RecWpuNr TrepTlaro. Redarouler TnprPt•g, Rectangular Treprrd"* Reoian9uler Tnpn'Aaro. Redarader TWnfiaro. RKleegulsr TraO(T9arng (1jp LceftV LoaLoedrp Losdup Loedlro Loadne Loadro Lo ft Loedro Lee&* Loadrq L.ng Loed11 Losdlro L.-ft L. m9 Loenno Loadro oY um xA25"Mum Tube Mull Tube Mull 441 62e 167.020.2 526 1480 4/9 1030 sxa 136.9 414 00.1 626 1346 411 eat 528 194.1 411 721 6xe 094.1 411 Bal 528 134.1 N1 81.8 526 134.1 411 461 02e 134.11 411 J 8.0 403 tOflDab 403 91.7 716 88.0 403 SBA 310 OQI 403 81.4 317 W.7 403 78.1 916 489 409 788 3t4 40.3 403 788 914 74.6 403 788 914 30.2 403 76.8 910 N 023 382 91.088 3821 79.3 7B1 688 382 71.8 x89 61.6 382 87.2 268 467 382 81.6 264 41.2 302 X09.6 289 31.3 982 636 283 29A 392 836 283 26.7 382 W.6 283 cc W 0 97.8 318 74.1A6 318 64.2 281 48.5 318 57.7 258 424 3118 53.5 253 37.7 318 ill 250 339 318 49.6 249 20.9 318 49t 248 241 318 49.1 248 21.2 ate 481 24549.5 258 53.141.2 255 45.7 214 35.3 258 40.7 210 3aa 266 37.2 207 27.6 258 34.0 204 N.7 260 334 203 20.6 268 322 201 17.7 256 322 201 16.6 258 322 201 H ((0J427 23• 46435.6 234 39.1 199 3D.5 234 343 192 2fl7 234 31.8 189 237 234 28.4 168 21.4 234 2fl0 184 VA 234 288 183 169 234 286 183 134 234 25.5 181 � d37.2 21 431.0 13 .7 179 286 213 29.5 178 212 213 27.0 173 20.8 213 25.1 170 18.8 213 73.1 189 15.5 213 221 187 131 217 x20 108 11.8 213 22.0 iBa Z26.8 179 30.123.9 •79 25.8 0162 20.4 179 22.6 149 179 179 2a3 147 169 179 18.7 145 24.3 1811 2J1120.3 16 21.8 137 17.4 11.11 190 135 16.2 1181 17.0 133 j u 2 71.6 162 23.51flB �'2 189 131 1fl1 162 17.6 128 a I(1 T LE 148 • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: 7F- x Q Anchor Capacity Table b9 ANCHOR CAP.,•,,,,,,, ~ K Z � o • • s Uafe 27kcakrere 13.1%COM. noeo9CMu P•edCln1 PTW00d Mda (DP-)X� )=ANCHOR CAP.- N ;: MOM 0::::o •••• • • «1M Eko 1/r 99 Eko 5JI8•Eko 1!1.98 Eko M1091etl a12 Ske1 /129red MULLK)N G1P.,,,,,,,,r (n • it Arcn�> �1�Eko unreem yr El(o unrecm ueem 9rt6•Ekoucuon yr Eko Wuacm UlOecm Aq•eGd« Scnaw(c5)scra+pGS) sere5035( USE THIS FORMULA TO OBTAIN THE'ANCHOR it X • ojCSp Patbm.• • • Eapn 10s1arc r z-vr r 2-17r SAM. I. z-vr 1• z-1rz• r 3•ur• 7 a4r o.54• oaz4• CAPACITY REQUIRED"CORRESPONDING TO AN Ennnean tar f,rr far r avr t•tN' 1•vr 1-uP t-tH• t-ur z 1-98' tJ'8" vales ACTUAL PRESSURE REQUIREMENT FOR THE •••taraiora 7Mm.O.C: 2r6Arola rig•••• 7B0Ibr 89otos t5BDes 1898 e6 540 on SO D3 wA 760 es 74em, 880 en t602b5 612 es eases 1490 e6 OPEN8J0,WHENITISLOWERTHANHEMULLON Q . CAPACITY(FROM THE TABLE)OF THE SELECTED 0. •••••• •• •• ••• MULLION.IT WILL YIELD A MINIMUM ANCHOR £_ • • • ADDITIONAL ANCHOR OPTIONS FROM THECAPACITY WHICH MAY BE USED TO Y �r • • ••• • •• ANCHOR CAPACITY TABLE. *:a*** •••• • • 0000 TABLE NOTES: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1,288' ULIWIFl;UY1 Ibe Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0dNg 13e0a _ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO�OR OPENING WIDTHS IS ALLOWABLE iso / •O FIGURE 1: , 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. li HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,718 laznl�erk PTeducl Coetro FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tt/11111117 r r ANGLE CLIP MUST BE USED IN PAIRS. •125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ;��•��O•,..... •d�j��i�, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T �IGENgF•, tc9 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.75 AND BEA MINIMUM OF.125' 1 _P•' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.28'X 2.11'X.125•MULLION :• •'.>¢ LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) Ido.50705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ATE OF rs.....tE�G A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A Mullion Capaolly Table pbWW Opening Width gorverlicely9p9mlrpmillions)or Opening Height(for horlmrmt/4perving millions) 5044 00 1. TO In 801n 9044 10044 1201n 14 In 16044 Si Reotarouler TrepllYlmp. Reolen9(der Traplmaro. Itaotan9Mer TreP170ero. Rsclsnaer 7reNBMne Rkt•IPQar Trep/I6ang. Racler•(4a mpinlerp. Reetenpdr mplmanp. ReeGttpler TraN7dlroRnolnnWnt mp/Men9. G 5.2r,30 Lading Loaft Lown Owns Loading Leamq Leann Loewt9 Luang Lown laan9 Laan LOwro Ladro Loeditp Laearo Loedn ladro oo± 1EG.AL BAY MULL 421. 170.0 620 170.0 435 170.01 744 1 170.0 478 170.0 096 170.8 506 170.0 992 11&0 519 170M 1116 170.0 521 170.0 1240 170.0 621 170.0 1406 170.0 171 170.0 1735 170.0 521 119.1 1740 1170.0 521 J w 461n 170.0 708 170.0 524 170.0 850 170.0 644 170.0 092 170.0 630 170.0 1133 170.0 081 170.0 1276 170.0 1177 170.0 1417 170.0 680 152.2 1622 170.0 000 130.6 1672 170.0 690 114.2 1522 170.0 660 80ANI. 170.0 747 170.0 563 170.0 006 170.0 931 170.0 1010 170.0 O64 170.0 1195 174X0 727 170.0 1146 170.0 747 1842 1443 170.0 766 136.9 1443 170.0 756 117.3 1443 170,0 756 100.8 1441 170.0 766 w 0 6444 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 ON 160.4 1353 170.0 837 144.3 1353 170.0 896 120.3 1353 170.0 601 100.1 ISSJ 170.0 691 90.2 1163 170.0 081 m lh ~ t0 J 60117 170.0 ON 170.0 70f 170.0 1067 170.0 797 167.0 1218 170.0 ele 1401 1218 170.0 944 129.9 12U 160.8 036 11(.9 1218 102.1 021 97A I218 116.1 Sia 63.3 1210 1464 913 711 1210 148.1 913 J 63in 170.0 94 1V. 7f) 170.0 1110 170.0 050 160.2 1150 168.6 933 131A 1160 163.0 914 116.8 1160 141.9 B8s 106.1 1160 134.2 686 67.6 1160 126.7 671 76.1 1160 126.2 670 65.7 1150 126.2 070 M a 7 170.0 9740 1b.0 0790 152.4 1%8 1&.! 381 130.6 1048 146.0 604 114.3 1046 133.1 ON 101.8 1048 123.4 639 91.4 1046 1188 830 76,2 1044 169.4 821 65.3 1048 108.2 816 57.1 1040 108.2 018 z � 7244 140.0 880 147.91740 117.4 0%,128.0•748 100.6 ON 110.8 734 860 SW 100.0 722 78.2 890 92.0 712 70.4 880 08.2 703 56.7 ON 79.2 693 60.3 080 76.6 ON- 44.0 860 76.4 N16 S > > z •T�ly 11a7 760 1 89.6tl-A 676 86.6 790 93.3 O6a 74.6 780 e7.9 817 60.5 700 76.8 as 69.8 700 71.7 030 19.9 790 96.1 6x4 1x.0 790 ex.t 619 37.4 790 61.6 017 7Nh 110.E 760 116.5 667 92.3 •644 79.1 780 66.9 872 00.2 760 77.1 821 81.5 760 70.6 Ott 66.! T/q 63.7 005 482 750 60A 694 J9.0 T60 6a2 586 14.6 760 69.6 366 Z Q Q 9044 72.1 583 74A 600 00.1 49t 51.5 563 54.6 493 45.1 503 48.9 475 40.1 683 44.4 400 30.1 503 40.9 444 10.0 663 30.2 452 26.6 663 33.3 445 22.5 603 31.9 442 W9644 69.4 4 �. 4V 49.6435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 496 38.1 416 x0.7 495 312 409 24.6 495 20.1 400 21.2 496 20.6 394 169 495 25.0 390 d1 LU �G rn •1 41.7 39P 42.8 353 44.0 318 20.6 391 31.1 342 26.1 391 27.6 337 212 391 24.9 333 20.9 391 22A 328 17.4 391 19.7 321 14.9 301 17.8 Me LU 0•161w 364 370 y.2 386 17.0 370 27.6 970 26.8 125 24.0 370 2s.3 320 21.4 170 17.6 316 lag 370 209 312 16.0 370 16.1 3os Q N W 12044 30.4 s130. 25.1261 21.7 317 22.44 2w 19.0 317 199 276 tae 317 179 273 U O Q vp6 O • •If11h 17.6 220 GIN Z 2p�p • Anohor Cs Qol Table be "--' ANCHOR CAPACITY ADJUSTMENT FORMULA: ' s Irne 2.1k CptCMe or Cs o. HOIkr6 CMU Filled CA91 PT Wow MaMI (DR..)X(ANCHOR CAR,..,,,.')-ANCHOR CAP.,,,, • • • MULLION CAP. ,,,, • SYIB'Elea 114'88 Eke 5/19'Ek0 144'S9 Eke 010 Steel 612 SRai #128tad ••1UIIgRdCip Pette!•• And T�p7 31:Eka UNraoan 144'Eko Ulheeon ullmon 3H0'Eko IOheeon 144'Elea tl6aom AgpeOekr Wrwon AgV.(lat. Saexr(35)sa (OS) 8onm(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Mum*Nnk 1' 2.1/C I' 2-117' 3•V8' 1' 2-1/2' 1' 2.1R' r 3•tAY r o.44' o.w 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN ••• Enhedrlant447• 1114' J 1374' 1-914' 1.344 r I.Iw 1-144' 1-114' 1.11' 1-1/4' 1.144' r Tyr I 1-3w 16446 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm®5'Mh O.C./(2)2x5 Angle 00ps/(Flo.11: 3901a 390156 1501617 ego b, 1700 Poe x70 ks leo 1a 364 2e 740 M 374166 720•s 944 ks 311 R. 44211» Seo H. OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Awhm 9&V Mm o.C.1(2)20 Angle cnp.l ft.nleo ue 785 9u 790169 1670 ka 25256. 540 b. SW 1w WA 1120 5k 746 the ON roe 1M29x N521a ees l6e -TI-2o CAPACITY(FROM THE TABLE)OF THE SELECTED 9 Anchm 1112.71*Min.O.C.1(2)2(5 Angle UIP/flo.s7 1120164 1126166 9611 ke 22481a 2254.6 WA 0.b ka WA 1069166 WA 1320 V. WA ton IM 1127 bs Iwo V. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODUCr RVVISIM ANCHOR CAPACITY TABLE. ao.lptying whb the Pb de FIGURE 1: IdI6gI?od1: TABLE NOTES: Nor 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. iami adeM ct Cohllo) FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111111/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' \ LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ---30'- �� S '•<<t��% FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q• -.' T)CEN )i' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250* No.50%OS ')r 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 13083-T5 AND BE A MINIMUM OF.125' -U THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY n � �IS LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '.O�•.• m • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. (CS'•.;c<OR701`.. G�\�� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. '/,S/C)NAL A.LfNW1MILL6,P.E. FL P.E.#58705 TABLE 161) Mullion Copmelty Table IbsW ag 4S w; Opening Width(for verficalV4parving mullions)of Opening H ht(for horlmrfAtt-spanift mullons) WWW! a Mb Mtn 701n so in Mb fO01n lm In 1401n Ia01n St I24cl.nOWr TleplTdrg. Rx1.n0uly Tlap/rdenD. Reofen0ol4r Tt.p/Targ. Reclalgdr TmplT4.n9. R.eIr1p11.r 7ngrTdnp. B.olrgdr Tmp?d.tg. nadri901r TI.pR8an0. Mo1enOWr Tlp. R.ebn9N• TIY. p sLoaftldLoaft3.26"46 Loam1.05" LoadnO Wedg LO"00 U.4m Lang Ladn9 Ludg Lodlg Lwd1g Lodna 9Y u N BAYMULLo 421n 170.0 620 170.01 04 170.0 744 170.0 478 170.0 See 170.0 500 170.0 M2 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 14M 170.0 521 170.0 1736 170.0 521 190.3 1871 170.0 621 J W 481n 170.0 704 170.0 524 170.0 SSO 170.0 084 170.0 902 170.0 930 170.0 1133 170.0 a91 170.0 1276 170.0 677 170.0 1417 Y70.0 680 163.7 1837 170.0 000 140.3 1837 170.0 980 WA 1837 170.0 NO 7 �. x 50.0251. 170.0 747 170.0 563 170.0 ON 170.0 631 170.0 told 170.0 984 170.0 1105 Vail 723 170.0 t346 170.0 747 170.0 1404 170.0 756 147.1 1552 170.0 760 128.1 1552 170.0 750 110.4 1551 170.0 750 W G O 641n 170.0 707 170.0 612 170.0 058 170.0 691 1701) 1118 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 155.2 1435 170.0 858 120.3 1456 170.0 S61 4710.8 1465 170.3 881 07.0 7155 170.0 441 7 M N 00b 170.0 8115 170.0 701 170.0 1093 170.0 797 170.0 1240 170.0 878 157.1 1300 170.0 044 130.7 1300 170.0 008 125.7 1909 187.6 904 101.8 1300 167.1 SO2 44.0 /344 197.1 O62 70.8 1300 157.1 Oe2 F- J Mkt 170.0 27 •745 170.0 lite 170.0 650 162.0 1247 170.0 910 1423 1247 164.5 983 125.7 1247 152.0 005 114.0 1247 114.3 052 95.0 1247 130.2 0311 StA IM 135.7 935 71.3 1247 135.7 035 W 7 8661 170.0 0710 1076.0 4769 170.0 1480 147. 000 148.4 1190 153.7 065 128.9 1100 147.0 945 115.4 1190 130.3 028 103.9 1190 128.4 014 $0.4 1100 119.5 M0 742 1100 115.1 844 64.0 1100 114.1 693 Z B - J IIILLL 721n 161.8 1010 144.8 Oil 134.7 1 4 144.8 59 115.4 1010 127.2 842 101.0 1010 114.7 828 44.8 1010 105.0 017 60.6 1010 06.9 907 67.3 1010 90.8 795 $7.7 1010 67.8 740 50.5 1010 87.7 780 137.3 . w7 144.5 009 122.0 775 06.1 Ma 107.1 761 SS.O NO 082 749 70.3 900 84.2 736 44.7 ON 82.3 720 57.3 906 74.7 710 18.1 908 71.2 710 42.9 900 70.6 708 Q a 781n 127.1 441 1323 754 105.0 881 123 W38 449 001 86.6 725 791) 561 46.6 713 70.0 401 81.0 703 016 881 75A 094 53.0 Mt 08.1 441 45A 861 04.5 975 39.7 441 63.7 672 F- Z 4491 02.7 614 85.4 674 e0.D .1 561 50.1 844 621) 554 51.7 618 68.1 545 46.0 615 SOA 537 41.4 616 47.0 SW 343 60 41.5 610 20.6 016 30.2 511 26.0 6411 30.5 S07 Q C G • 68.2 .10 00.8 58� SB. •444 48.7 SBe 51.4 401 126 aM 45.6 !S3 37.0 644 41.4 478 31.1 614 38.1 470 2SA 586 171) 45O 21.3 588 90.5 452 21.3 560 20.7 147 (n w A •16191 471) 440 10.0 4405 3DA M 4•.a OM 34.2 440 35.7 3M 29.9 449 31.7 387 2&8 449 26.0 362 239 149 20.1 377 20.0 440 22.7 388 17.1 440 20.4 381 161) 449 Me 158 • 0140 10 44.1 426 4j.0 966 30.8 42 4 370 31.5 425 32.8 373 27.0 426 20.1 387 24.5 425 26.2 352 22.1 {25 241) 358 15.4 126 20.7 950 16.8 425 149 3p to • 120 b 34.9 35. 29.1 %4 20.8 •32S 24.9 344 25.0 321 21.8 364 22.8 917 10.4 441 20 6 313 17.6 381 18.7 300 O O • •14411) m.2 251 201) 233 14.0 251 17.1 23D d �i0 T LE 160 • ANCHOR CAPACITY ADJUSTMENT FORMULA: , Anchorca Itv Table Obs) /ANCHOR • • • 8 Iwic 2.7k Corcfm. 3.5k Cano. Robb cmu Fnad CMU PT Wod mom (DR-)X\MULLION •ANCHOR CAP.,,, • 5718 Ebo 1/4.85 Eft 5/fY Etoo 114'S8 Et. 910 a" 012 81881 #12 Mel •• MCKP21 ins Ebo tm-. 114'Elco Ultr.cm luukon 1116'Ebo Ubmem iq'Eko tlr.caeAIWow. UBmeon AODnOe1r eomv Kis)BOIew(GS) screw(051 USE THIS FORMULA TO OBTAIN TFIE'ANCHOR 911RIIbPCIp Potteml•• • • csSnkr 2-Ur r 244 3-Ifr r 2x71• t• 2.11r r it1Y x• o.4e• 034• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN nl Onk1.314• ta/4' IJ/4' fad' T 1-114' 1-im• 1-t1)' 1.114' 1-174- t-14' 2' 1.1V6' 13ro• webs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancha.4p Y►Ibr O.Q/R) g.17 344 IM 3901bs 46016s eM A. 17008. 270 bs 244 be 3540. 740 ns 37416. IM B. BIB Ors 3418. 4428. SSOID. OPENING,WHEN ti 13 LOWER THAN THE MULLION 4 A,;l®3.5 Mtn O.C. (1) 1.2): 744Ibe 760 M 744 Ib. 1870 b. 25256. 54010. 54416. WA t 144•. 719109 844Il. 4748216. OO2•. OOS ms 1120 O. CAPACITY(FROM THE TABLE)OF THE SELECTED A.M2 ./ -3): 11201M MOM 1158 I6x Me b. 2%tM w1) 5401b. w1) 1044 ib w1) 19200. w1) /0221. 1327 IM iSao rm MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. c.1109Yin8 wldl�o�o FIGURE 7: uB9in#Ccdo 1 Q TABLE NOTES: /` �•a• l� 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. ml Pee400eCalwol� FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LT 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. .125'QBAY �'�.•''�,10ENSt; '•.FAQ �' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C•' �I. No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MWIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE - •'. OF LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND T'� �CORIO .•'• ��: • • THE MATERLAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. CCS •..... ••P �G ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. AII- A.LY�13 Fi)IILLER,P.E. FL P.E.#58705 N1.00D'-I �1.250'--i •�'�gg,. -•j 1.000' 1.000" r-- .125' .126' Ir ° 2.750' .125' 3.126" .126' 3.188' I Y .125' .125" 2.750' .125' 2.000' 2.000' 2.118" N .285" I E m L 125' L 850" . L 125' ZN fA r .375" .375" - r O 1 T I BW t J = 1'X2'X.125'MULLION VX2'X.375'MULLION V X 2.76'X.375 MILLION 1'X 2.75'X.1450'MULLION 1'X3.125'X.6'MULLION 1.25'X3.188"X.285'MULUON 1.26'X 2.11'X.125'MULLION 0 Q Q, 0) 6063-TS ALUM. 8083-T8 ALUM. 6063-TB ALUM. 5083-T6 ALUM. 6083T6 ALUM. 0003-TB ALUM. 8083-TB ALUM. X-SECTION XSECTION XSECTION X-SECTION XSECTION XSECTION XSECTION Wm co Q 0 Z `trj • • [LIQ73 to �•••• TABLE A W1gRD CLIP 2X5 ANGLE CUP Dlmenalon Venue(In) For Mullion:• -TB ALyAI. 8063.78 ALUM.2.125' :3 LECTDN 2.000" XSECTION A 1.82b J a Z••s••• • • 5083TeALUM. B Z.B54 1'X2X.125' Q• .125' XSECTION I '125" C 0 Aluminum•• L Tube Mullan z I A•••s• •• • T D 0.740 N 0 "o • • • • s .125' ••••• • • •••••• �.740" - A 1.125 1'X2"X.376' LU ••• •e •• 500 B 2.404 ARSWnum (0 N EUT HERE TS .375' 6.000" RA 0.835 Tube Mullion D 7. 3,625" *a _Cd"ftLIP,SEE MIN. E .375 MIN. I� 0.490 Q..2 Z • • DETAL F,SHEET4 _ .338'MIN. 1.876 LIP • - ----------- ----- 3.000 1"X2.75"X �n� • I • • I i I AICEN.TER I 5083--C ALUM. A ~ --- -- - '' 2X5 ANGLE CLIP 0.757 .375 Alilrl'Ikl • �- -•---1• i-��--J TOPVIEW 6083.78 ALUM. 1.118 Tube Mullion •••••• •••• �_ • • TOPVIEW • • STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .450 Min. •••• 6063-T8 ALUM. _DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPMEW OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X 2.7b'X WRMIN THE DASHED BOUNDARY.SEE OLE MUST LE HOLE DIAMETER:ANCHOR DIAMETER IIIS'. B 3.000 .850'SHEETS 5-17 FOR THE ANCHOR O.C. ITHIN THE DASHED --DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER 1118". SHEETS 5-17 FOR THE D0.838 Tube Mullion ANCHOR 0.C. TABLE B RODUCTRBVISBD DISTANCE.MAXIMUM POT Perth A 2.000 1'X3.125X �enteiuy with t NAride 5.500' 375' ANCHOR HOLE Mull Dimension(Sheet f B 2.637 Bdlog Code DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U.Cllp Angle Cllp -5'Alun rxeplstcu No .375" MIN. DIAMETER We'. C 0.863 Tube Mull O'a1a MIN. i"X2 X.125"(5) 88806 888119M 8661118M 888243M 800511M D 1.137 r---- -------I------------ 1"X2"X.375"(6) 888008 888114M W61119M 686244M 666512M A 2.625 I Pro"Control 1"X 2.76"X.376"(7) 88807 668116M NOI120M W6246M 688513M B 3.262 1.25'X 3.188' X.285"Alum I I I B 1"X2.75 X.650"(8) 86608 888116M 6661121M 666246M 86H614M U 0.882 Tube Mull ��\e,�V LYNN I --- -- 0 I 1'X3.125"X.50("(9) 68837M 6861116M ON1114M 08 NW 868515M 1,28'X2.11" i ENS CF '� 1.25'X3.186'X.285"(112)1 66641M W61117M SWI 113M 888241M 888618M A 1,813 .121'Alum x ---- (1it 1.28'X2.11"X12 . 6" 8) 89370 NIA NIA NIA 6W17M Tube Mull _ No.58705 ---- CUE OFFSET CLIP NOTES: t 8083T8 ALUM. ST TEE O .^ TOPIN VIEW t)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �'C� ''•.FCORIOP. G�`�: .740' •..... 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ''�'�,SS/��A� A.LYNN MibbEk,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 1.000• 1.000" 1.062" .7417 740• • .0B3' .3W .062- .062' 082' I .125' 062 38" Q � COW I .125'STANDARD CLQ I �5' 2X55 ANGLE CLIP Y 4.000' 4.000' 2.000" LL 2.825' 6083-78 ALUM. "LIP 2.000' .126" XSECTION 8063-TBALUM. 808SECT0 N N I I X•SECTION .125' .125' .126" .125' XSECTION N DO N .031� - r 0 r OLE MUST LIE N THE -125 J CENTER OF ANCHOR DASHEDD BOUNDARY.SEE SHEETS 6.201 FOIR THE J W .375' '1�" .376" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR OO N HOLE DIAMETER:ANCHOR DIAMETER 1Ii8'. W V O it I'X 4'X.125' 1'X 4'X.375" 1'X 4'X.375' 6.600' __ m Z �Qj MULLION • •• MULLION 'T'•MULLION CUTHERPTO 5000' 375' Q t0 j 6063-TO ALUM, • • 60113-TO ALUM. 8053-TOALUM. •375' 3.125'-{-CREATE F-CLIP.SEE •375' - MIN, CO J • X•SICTION ••• • X-SECTIO61 •• X-SECTION DETAIL F,SHEET 4 Z .••••. ••• 1250' MMI. 375' Z I - r--------- -----------i .375' - - r__---_ *0000: CENTER OF 0:94,•• • • •_ • i I 1 i ANCHOR HOLE j j MIN. 1'250' 1.254p • I I I I I MUST LIE WITHIN I ..-} D_ • ••• I I I I THE DASHED Q .- • 1 I •• • •• •• •• I t I I F BOUNDARY.SEE • • • 2.076' _-_ _ _ SHEETS HO FOR F i _-_ _-__._.... Q ZTHE p • • • • s • ••• I I I F STANCE. 1)C. • • 3.94' I I I I I I Z N "oma • • • •• • •• I I I I I I MAXIMUM I I W O 3.250' • •3.2W' • • 1 I I I ANCHOR HOLE I I 0! J Y Y • • • • • •• I I I I DIAMETER: J 1n f.) •• • • .100' .100' .100' t ANCHOR L_____________________i U Q • • • •• ••• ------ I DIAMETER Ills'. Q Z O • • • 0 �- m6o8S-TB ALUM6 ANGLE P a AIx g0_' •• •824' 624" STANDARD CLIP U-CLIP as _ 8083.78 ALUM. 808378 ALUM. TOPVIEW • -T �• CENTER OF ANCHOR HOLE MUST LIE TOPV TOPVIC-W •••• •820' F� Tj••• -'i .8 �F� • -^i .820'I- WITHIN THE DASHED BOUNDARY.SEE • SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. 1.26'X 3.25'X. 1.25'X 3.25'%.824' 1.25'X 3.94'%.824' MULLION 000 MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value pn) For Mullion: Dimension Value Qn)For Mullion: 6005-75 ALUM. 600375 ALUM. 8005-T5 ALUM. DIAMETER:ANCHOR DIAMETER*Vis'. F 3.887 1'X F 1.938 1.2 X-SECTION X-SECTION XSECTION G 1.000 .125' G 0.600 X.624' 3.489' 5.500' H 2880 Alunlnun H 1.438 Aluminum I 3.ODO Tlbe Mullion 1 3.250 Tube Mustin 2.681'5 ,125' •375 .375' F 3.187 1' 717X F 2.826 1.26"X3.94' - 1.377'� 125' j.677' I MIN. O 0.767 .376' O 1.125 X.824' ROA C'T H 2430 Aluminum H 1.600 Aluminum 9M Vlylryy wAb Sm'Imide 4. i I -------i I 3.000 TTbeB'T I 3.240 Tube Mullion vOGleStbdo 1L •.-��0� I I I F 2.250 1,25'X3.25' F 2.813 30.8. MW Dow 0.7 0.760 X.100' F 2.875 45'Oa Mul I I I I H 1.500 Aluminum .125' 45'� 2.250' I I I I I I 3.250 Tube Minion a Pr un oIII I H I I 1 1 TABLE D 1111 I I I I l l 3.260'45'BAY MULLION 3.250' I I I 1 30'BAYMULLION 6083-T6 ALUM. I �_______ __-__., POT Part `��pNV••„ dU��F�� I I I `_ I Mull Dimension ... 6083.76 Al..M. I %•SECTION I (Idlest N) Mullion Std.Clip Offset Clip U-0Ilp Angle Clip \��,�'�,.•'•�10ENSF '•.•� XSECTIDN I 1•X4'X.125'(10) 89391 888111M 6881122M 888211M 8885/8M '•• r G OFFSET CLIP No.58705 7 J f I .125" 6063.76 ALUM. 1•X4'X.376'(11) 88W0 SMI12M 8881123M 688242M OM19M .228"0 �--,981'-� 22S` r-.981'-i TOPVIEW 1'X4'%.375''P(11) 68865 888112M 6061123M 888242M 868519M ztc - NOTES: .740' 1.26'X3.25'X.100'(13) 20180 6661127M ONI124M SM410M 6MI15M =-O 7.26'X3.25"X.824'(14) 20181 WSJ 125M GNI125M 68824/1M 88s91IsM '�•' l 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. n SATE 1.26'X3.1)4'X.824'(15) 2D782 8861117M 688I120M 88B241M 888517M ��.•'•.,�(OR1VP;.•',('�C 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19 88649 WA WA WA 8885110M SS •"'•• C 45 Dow"I.) 88850 WA WA WA 6MI11M ��'QN��"�� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYFGGIMILL9�2,P.E. FL P.E.#58705 TABLE E Mull Dimension PGT Part# ' • f (abeetY) Mullion Std.CIIP U-ClIP Angle CIIP 125' --�0,125" -.{p-125' #� 2"X4"X.25"(16) 66602 6W261M 666271M 6665112M 3 $ 2"X("X.25"(17) 66604 666282M 660272M ON5113M STANDARD CLIP U-CLIP 2X6 ANGLE CLP o c 8063-TB ALUM. 6063-TB ALUM. 0063-T8 ALUM s Y 2.000' I XSECTION 2.125' XSECTION 2.Opp• X-SECTx)N NOTES: to 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •128" .125" .125 li m LJ F I N DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (0 111 W 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �1 4�"�T I _ 00' :0 IW- HOLE LOCATIONS. J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.5w N CUT HERETO V 0 3.500'�''j CREATE DETAICLP. 6.000' _-MIN. W y 2.000' .376' Y ' SEE DETAIL f, •375' rL MIN. m Z ~ • •• r- .375' f=- 0 lO J MIN. SHEET4 MIN. • • • • I I r---------------------T Z W f •••• ? °I • • • • Z • • 4.000' •••••• I I i Q � • f- -I------- _.._ _ __ .I- 3.438' + 3.438' T--- -I H U •••• "i •• • 2'xtl01.2r• I I I I Z p 0 • • MULLION ' ' 3.438" I I Q ••••• • 6068fMA"10 1 I ' ' it C O • • %SECTION I I I I I I 'MIN (n Z ••••• •• •••• I L • • • • ---�--- L--------- --...J W 0 ------- -- - ••••• •••••• - STANDARD CLIP 2X5 ANGLE CLIP U-CLIP,6063.78 ALUM. Q Q 0 • CENTER OF ANCt�l HOLE MUST LIE 6063-TOALUM. SEO FOR 2'X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063.78 ALUM. a-' Cl) 0 •••••• .251) •••••• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �'0 kp • • • SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 6-26 FOR THE ANCHOR O.C. - d' 0.' • • 900 • •• DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE --i ••T • • • • DIAMETER:ANCHOR DIAMETER♦1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1118'. •••••• •••• • • SHEET$5-20 FOR THE ANCHOR O.C. 000000 • 5.500" DISTANCE.MAXIMUM ANCHOR HOLE •••• CUT HERETO DIAMETER:ANCHOR DIAMETER*1116'. 5�. 3.500' -i CREATEF-CLP. .375' -- MIN. rt I_SEE DETAIL F, MIN. .376' r SHEET4 MIN. .376" I I I I I I I I I I aa!�lyfeyvlAUleMaiM Cbft 4_ No I I I Product aNroI .250" 6.000 -j- --t-- - j 4.888' E r 5.436" re + -------I I I 111111!1/1 5.438' LYNN 2'XS'X.2S I I I UL MILLION6063-TB ALUM. I I xsEcnoN _ No.58705.375'1------------ MIN. t �--� �SVl��U'•. ATE F �\• .Fl OR10P.•' 250' 3TANOARO CLP U•CLIP 2X5 ANGLE CLIP 6063.78 ALUM. 6063.76 ALUM. 8063.78 ALUM. i &/� L TOP VIEW USED FOR 2'X 6"MULLION,SHEET 17 TOPMEW ��i�1 NA 1 TOPMEW A.LYNN M dR",P.E. FL P.E.#58705 10 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+600-00.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUtTABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 3r-32+1'-65*.REFERENCING SHEET 25,THE COLUMN USING •��g RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLOS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED +1 DESIGN PRESSURE OF+80.01-60"0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A,SHEET T.THE V X 2.75'X.375'MULLION(LENGTH-72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-5&3 PSF AND WOULD g Igo:, FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. R� 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 LO � 8' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. (V MLtLION LEN 11 2)USE TABLE 48 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 -e •m F 4 4 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 A tl7 oErals, 3 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 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 2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. � � to IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-80.0 PSF.THEOVERALL MULLION SYSTEM WAS DETERMINED TO BE M.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W oDO 0 0 NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: CCD Mn I- J •32••— 11--MUL WIOT 836185 • • *0* • • (00 PSS X( )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) z 7 •••••• OPENING WIDTFk—�—• 72.7 PSF Z � 5` •••••• • • • • THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 23/8'.THE OPENING REQUIRES A • • • • DESIGN PRESSURE OF+50.0!55.0 PSF. Z d' • FOR THE VERTICAL MULLION: Z~Z Q N c •••••• •• •• •• •• Q Z • • • • • 1)INITIALLY ASSUMING THAT A T WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+T'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, ••••• • • •••••• THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH Of 2-318'AND WILL N w $c o • • MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0455.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. g 8 ••E"WLE 2.MULTI"MULLIONS 0000 • • • • • FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375'MULLION(LENGTH-108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+415.1 PSF • • I-- •••• AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. N RNLL VIAb* •••••• O • • rE�N FROM TABLE 12A.SHEET 18,THE 2'X 4•X.260'hK1LlION(LENGTH=108',OPENING WIDTH=80")HAS A DESIGN PRESSURE OF N•84.7 PSF WHICH EXCEEDS THE REWIREMENTS �• •• SFJ► FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.DETAILS,• 32 •SHEEET,S*• BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+38'+2'=74",NOT 73'AS PREVIOUSLYASSUMED.VERIfY THAT THE DESIGN PRESSURE 13 ST&L APPIICAB).E FOR THE ADJUSTED OPENING.ALTERNATIVELY•THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73'DIMENSION(35-1/2'+36-1/21+2'=73'). \_ 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL" L I CONCRETE HEADER AND SILL ARE 6'WADE.IF THE MULLION CLIP WkRE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION - - USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WMICH IS GREATER,AN LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. S DETAILS, DETAIL E, ovEwwG SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHFOR T BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250-MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER H ILIO MULLION TYPE COULD BE CHOSEN. RODUC?ItBV1S8D MULLION T• wmPlYln>i whh 6l•PIWN1if 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'-71-2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE �w"N 1 USED.FROM TABLE 12A,SHEET 16,THE 2•X 4'X.250'MULLION(6 LENGTH-42,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE /20 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. / SEE DETAI 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' IMA ado W Oct Convol 911EET3 WADE.F THE MULLION CUP WERE TO BE CENTERED WITHIN THE W'CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 23 (4)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1\I !11 ANCHOR CAPACITY OF 521 LBS. `�\x CNV LYNN 36',HORIz. J� 34•,HORiz. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR c�?.•'•�\CENSE Fop MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. : No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ - -- +/•64.7 PSF FROM THE VERTICAL MULLION; '-O''.'` ,J7 1��S +/470.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ATE OF •I[/ 4170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 'C '••,FI OR\DP.•''�\�;` VERIFY THE DESIGN PRESSURE Of THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /DNA`- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MIm'eK P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW PW �{4 PW I �Y in 04 I I u I HET! 3FUDH SHIDH PW PW ZO I I / OD - m -) o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OFdNINDWM NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / ppp/ N • • • HINGED • • 000 •• • • DDDR •••••• • .00. 1 SOD Z �' • • ••... ••• • • I LOADING OF VERTICAL MULLION •••••• • • • • PIN ; J • • • • LOADING OF HORIZONTAL MULLION Q d d• • ••••• LOADING OF HORIZONTAL MULLION • PW �/ I Z Q N O •••••• •• •• I F •••• • ; F'W PW PW ME c, N Z ,00* • — Y Y •••• 1•• 1pwl W •••• SHIOH SHIOH • SKOH /� SHIM •0 1G, u / u / I a Z�� ]$� ••••• ••• • i I E. 1 �y I /••••• LOA fAN QF VERTICAL MULLION • LOADING OF HORIZONTAL MULLION SItL OF Rd6R/S NOT ANCFIORED WITH INTERSECTING VERTICAL MULLION I / PW PW _ HR I 1 _ 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I PIA HINGED I NOTES: F'W PW 1 RODUCTR6YISD DOOR 1a complYinB avNh the Plorlda I 1)4m —ESEINGSARE ulMng 06N 1 RERESENTATX)NS OF TYPICAL p0onwD j PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN 1 / / MAY BE EXTRAPOLATED FROM Oppl•2 o ITHOSE SHOWN. 1 n I 2)IF THE LOADING TYPE CANNOT ��g, LYNN 411 P" BE DETERMINED,USE �` Q.U.• . ee, I RECTANGULAR LOADING PW . ,• ��GENSF •., P / 3)SEE PRODUCTS'APPROVAL FOR N0.58705 / ACTUAL ANCHOR LOCATIONS.LOAC _• PANEL OF HIOF VERTICAL MULLION DDDOOR IS NOT CAPTURED OR ANCHORED WITH INTERSING OF VERTICAL MULLION ECTING HORIZONTAL MULLIONS I •'•u a-`t(�S I SGD :��••. �G ATC6Y LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN(t�JILi.,E4{2,P.E, MULLION MULLION FL P.E.#58705 Florida Building Code Online Pagel of 2 Ronda DE.i"kT[(I1W am Home � Log M i, user Repistratlon Not Topics Submlt surcharge stats&Facts P,,i<. t j Bus nes CIA Pro�eSSlka� USER:Public c Use rowel Regulation lett Aoornval Menu>ProdLM or Anollodon scorch>Aoollratlon List>Application Detail FL# R-6890-RS Application Type Revfsion Code Version 2014 Application Status Approved Comments Archtved Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss*cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. 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 a Licensed Florida Professional Engineer Ii 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 FA Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R5 C0I FvalRep CWS-]61C(CA-8400 IMP) odf •• ••• • • • • • •• Referenced Standard anal Year(of6tan9&d)* • • • •• • • • • •• D� Yaar • • • • • • • AAMA-t-MMA/CSA 101/I.S.2/A440-05 2005 •• ••• •• • • • • ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• • ••• AST14 E1996-05 2005 • • • • • • PAnjS=015202/203 1994 •• • • • • • • • • Equivalence of Produ& ?and$rds 000 • ••• • Certified By ••• • • • • ••• • • http://www.floridabuilding.org/pi�r_.el .its.�sp�C, a Mrr-. GEVXQwtDqu4Bg7NfwG9n... 6/24/2015 Florida Building Code Online Page 2 of 2 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Lim of Use Installation Instructions Approved for use in HYHZ:Yes F16890_R5 II CWS-161C FCA-8400.1MP).odf Approved for use outside HYHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure. +67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R5 AE DuPont PVB NOA 13-0129 27 odf psf,Max.size 37"x 72'.Outer lite In I.G.to be fully FL6890 R5 AE EvalReo CWS-161C(CA-8400.IMP).od tempered when used 30 ft.above grade in HVHZ.Glass FL6890 RS AE Ouanex(Mlkron)NOA 12-1017 02.ndf complies with ASTM E1300-04. Created by Independent Third Party;Yes Back Nest fit&::1940 North Monroe%MC jjUjbessee FL 32999 Phone:850-487-1824 TIG Stats of Florida Is an AA/EEO employer.CootrioG12007-2013 State of Florida.::PrWary Staaement:;Accessibility Statern :g Under Florida few,small addresses are public records.V you do not want your email address released In response to a public-nim request,do out send electronic mall to this entity.Insbaad,contact the o1Po:e by phone or by traditional me$,if you have and questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,e1 ;ve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emak provided may be used for crucial communication with the Ilansee,However small addresses are public record.H you do not wish to supply a personal address,please provide the Department with an small address which con be made avaiiabte to the public.To detemWre H you are a licensee under chapter 455,F.S.,plaa6•click haL, Product Approve!Accepts: ®WE®® mcurit Jxr+uux •• ••• • • • • • •• • •• • • • • ••• • •• as: •• • • • •• •• • • • • • • • • ••• • ••• • ••• • ••• • • • • 0:0•• • • http://www.floridabuilding.org/pr;pr iltgsp)i.papn—.WGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 • 1239 Jabara Ave. L.TRNER North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,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 441°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 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 Port, FL 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-1A,-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/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C, signed and sealed by Lucas A.Turner,P.E. 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.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- l/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be 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+/-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.#13-0129.271 • Requires Quancx(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 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''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 1 intend to acquire,nor will I acquire,a financial interest in any other entity involved in fhe test ing pr ppper;vad Moot of this product. 1 ... ••• ti`- ; oyQ 58201 ;�� 4/18/2015 : •*= .. . * Z Lucas A. Turner,P.E. Z,V-'V* SIATE OF ;43 FL PE#58201 .��y R tQ r•• `� Lucas A.Turner••• • • 0:0 �^ ••.•••G �� 2015-042011:59-04:00 GENERAL NOTES: ASEMENT - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �IVOOW TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 190D SW 44TH AVE. — 38114' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX OVERALL 38 lie AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE WIDTH MAX OVERALL FLANGE WIDTH 37' DEFINED IN ASTM E 1996 PER THE FSC. LINIT 3T - ____ DTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 84M PVCs MAX.SASH WIDTH MAX BASH WIDTH 3.CONFIGURATKAS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CA`SE�NT —_-_ ---------- RIGHT. IMPACT A — 4.DESIGN PRESSURES: T— -——————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. w • •}� III -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER as < 73114" • • II I t INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04.MAY* m O • F4" ••• • I•• 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN < < m • LU LLJ •��4EAiALL • • • '�, • FLA43E � • I 64 1/C I � I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION HEIGHT •�••• MAX \ ' DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD v Z •, I • • I FLANGE OVERALL g $ ABHOR CALCLILATIdVS. O •�• ; • •f i••• HEIGHT ( + e Ul / 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE • • • • ( NOT REQUIRED. ir ::so** IL72' •• 6511'5 63' I i �� 7.ALL FRAMES AND VENTS FULLY W ELDED. wMAX. •I • I�• I GLASSUMAXN TI � I GLASS •••• • HEIOHT• •1•• I HEIGHT I /" DLO S.SERIES/MODEL DESIGNATION CA-6400. C • I• • •• ••• 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: U m 6 z •.I••o'• a•• I •i ••• I 8 87. I I X-OPERABLE SASH • I • • I MAIL A•N�OREry y6�� C SASH I / I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR • I MAX. • • I e HEIGHTWEIGHT D // LOCATION• r•GEN ••• ` e I I i• LV• 58201 jr ;�L jI Lucas A.Tumer * w — —— _ —— :D STAT E OF P�: 2015-04-16 'r Z 7:0�.,� rwZ -- _ —— —— 22:00-04:00 sy F 8%(. R►.�a; .,a y....... L3. I A 30112 -- 4yih„kMpE � GOLOUM I RIGHT HINGED DLO -SHOWN Z� GLASS A 4/1812015 LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE j RIGHT HNGED-OPPOSITE LUCAS A.TURNER,P.E. FL PE M 58201 1239 JABARA AVE. I NORTH PORT,FL 34288 PH,941-3801574 SHEET DE TES TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING aENELEVATIONS AND GENERAL NOTES&ELEVATIONS.......1 " +/- M ---- GLAZING DETAILS.................................2 37"x 63 SECTION VIM.....................-.............3 V /-67.5 PSF ADE 05J05/07 EXTRUSIONS&B.O ANCHOR SCHEDULE&NOTES............5 NWHV IZ 37"x 72" +/- F CWS-161 c INSTALLATION DETAILS.......................6 � +/-67.5'5 PS95—, SHEET 1:15 1 OF 6 1900 SIN 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC-- � 8400 PVC CASEMENT IMPACT —718.OVERALL 7/6.OVERALL Y iu IW ANNEALED or TEMPERED 1!6'HEAT STRENGTHENED of TEMPERED 0 • •• • • • 7176'AIRSPACE 7/16'AIR SPACE• • ••• • • •• LL W pW 00•669 • • • 5116'LAMINATED GLASS 5116•LAMINATED GLASS s C m • • •••••• • • -..� 1A1"ANNEALEDW t18'HEAT STRENGTHENED o •I • 00004• •tl80 go DUPONT PVB INTERLAYER ,080 DUPONT PVB INTERLAYER _ ( y, •! 118'ANNEALED $ iZ > •• ' ••• •• •• •• •• 1!8"HEAT STRENGTHENED s ¢ w .•••• : • .• :..:.. SMAFLEX 652 OR SIKAFLEx 552 ORle Ir • • PURFECTGLAZE'H' PIRiFECTGLAZE"H" ••••• •• • •••• 0 00 •• • • •• • • • 112'GLASS B ••••• Y/2GASS SITEZD ••:• 1 1U m <10 • • • � 0 4a>t44mn�uapt•REW 4 • 12 •r•••• •••• • • ?�GENg�.•;¢51% •••••• 6 6 3 �• Me 58201 %ld;C d � STATE OR , Z II �-�g �.Fop•�,a a�o,..''��'?, GLASS TYPE A GLA33 TYPE B 4�•�'8'O�n„�Naaaa 4/18/201 b LUCAS A.TURNER,P-E. FL PE S 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941380-1574 81(EE GLAZING DETAILS DATF MAX UNIT SIZE MAX POS, DP GLASS TYP ADE 05/05/07 37"x 63" +67.5 A CWS-161 ! c 37'x 72 +67,5 B SHEET 1:1 2OF6 W f({ 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT 1 1 , • • u a • in � � 00 • • • 4 9 1 3 F «__ ••�••• r• • • SECTION VIEW $ O 4 • • w _o Dy •ir••• •• •• • • • • • F Q • • • dx ••• 1r • 0000 •• • • • • • ••0r I • • •• LL O • • • ••:••• INTERIOR ••000• •• 00.00• 1�11f4�m �y •'s • ••• : •••r �aa�'� ww�• 4L.v�G E N gF.yA.,y3 • • -Ji N• 5$201 •t; 0000 � .*= �01C BTATE OF J ally �a;Fa do a% Rnn�na+' I� 7 4118/2015 3 LUCAS A.TURNER,P.E. FL PE#58201 2 `. - 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941380-1674 SECTION VIEW A-A ALTERNATE FIN FRAME SECTION VIEWS OM DATE: Dwo ADE 05/05/07 R: ITEMS NOT SHOWN FOR CLARITY: CWS-161 REY.: C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,5D _ "LE SHEET - _ 1:2 30=6 ARTS ITEi1 IPAF DESCRIPTIONPT MATERIAL 31/8" FC AND 7— H-6030B .CASE., N SASH CORNER !�/IiT7/7��R1Kir 2 H ILL MIK VC , ODNgTRU"ON Mlllwe 3 FR.,CA .,RIGHT PVC 2 1900 SW 44TH AVE. 6030B ,JB.,L 3 7132• OCALA.FLORIDA 34474 -6030A .. ., /FINN M� a 21/32' a W W W.CWS.CC 27132' 6 SASH,CAS PVC rq 7 ASH, C Ina 840 PVC 9 I'* SASH, IL,H PVC GLAZING BEAD CASEMEPIT 3-6064 CORNER WELD 10 H N RAL,S M LOCK EyL (ALLS�oes) IMPACT 11 EN RAL, KE M M PVC FLANGE FRAME T H-60306 ur 13 P .,1/8"X718 L BER a 14 P 3029 OUT U 2 T,rsz• o 15 w TEA BB 21x,12• Tr • • • N LE TENS e ' I IW- a a •• P319 Y mam 7 18 •• TP.,WH AM RUBBERz 114• a ° v z • rt, �• 8 CRE 155 BILK 9 COIL 062 X.556 COIL .OS X.437 O • 20 P-mlp PIR9EAL 3 D 1/18'SEAL P-4491 P-4050 ••9-- mal. E SICc 70 .187 BAC H FAB PVC SASH KFEGTVLAZE--H7, 552 ELS H•6008 WRE • 314' EW t � uS2i 18 X 16 FB PHFE 17M m 5 O •• #8X1•PH F FAS 17CWS LBCS RT.LABEL,"HOLE 9J32 v1c NYLON ♦ P ..•••••-. (� iDREls TEMPOW & AC�'r,.`�GENBFs�D�e(4�NIl3 SCREEN RAIL SIDEIBTM SCREEN RAIL TOPSIDE KNe 58201 %'j%TIE RDTO H-1592 K1503 2H,MS,SS .L ) FASTE B LOCK, TOH E ( 1- —.. �fl.{S��. STATE ow r4w 36 07 ROTO R LEF77 EME TO �a ve^� 3/a" �Sy~tet OR% D��v� 37 P M., HDW � 0NAL � 11!18" hllpgrl4 38 P D KT, LH.,RO 5 L 392 39 1 M,R TO H m SASW REINF.40 14 HAND PER, HRE) ROTO 31REI 411612015 41 P EFT/R OPEN LUCAS A.TURN ER,P.E. 42 P-4020 SUPPORT ROTIO OPER a 1FL PE 4582D1 43 4021 x FH W11/ ,ROTO L 1/18' 1239JASARAAVE. ET,R HDWE., NORTH PORT,FL 34288 45 PH.941-380-1574 4031 P4040 .1-S -H32( .�' HCiT) I 7132T-11 46 I -47 P E,MULTI I �1" x 314' NAL BOM AND EXTRUSIONS 49 P4 UM.9052 .656,HD ISION M PVC FIN FRAME SCREW SUPPORT -4841 18 x K,117 H AL H.6030A P-3113 OAS: -1505 ASH ADE OSID5/07 0w0•: 52 S MKIRCIN PVC GWS-161 C NOTE:ALL EXTRUSK)NS ARE ALUMINUM 6063-T8 UNLESS OTHERWISE NOTED. SHEET 2:1 4 OF B B"MAX.O.C.(TYP.) ls1J\]�W!/UUU' 12 MAX.MAX.O.C.(TVP.} r SEE NOTE 2 4�MAX Rte) IEE NOTE 2 WINDOW 6�'STB'16 8'MA (TYP,) I 4'MAX.(TYP.) 6-MAX.(TYP.) 8'MAX.O.C.(TYP.) 1900 3W 44TH AVE. 12117'MAX O.C.(TYP.) 8'MAX.(TYP.)--- SEE NOTE 2 - - r MMI%�.) SEE NOTE 2 OCALA,FLORIDA 34474 www.cws.cc 8"MAX(TYP.) e 8400 PVC MAX)O.C. 10' (TYP-> CASEMENT MAK O.C. e` --- IMPACT (TR.) / MAX O.C. i........ 14 C i 4 oa u7 t. • X MAX O.C. • • • • •• INSTALLATION ^ LL LU LU LU .. •.. • ININSTALLATION. . ANCHOR(TYP.) a �u ¢ Q }m N • • f f ••••a• •• • • \ ANCHOR(TYP.) \ Z • • MSTAOR TK)N O •i ••• • u •f ir ct 6? x ae • III Ill F • f•• • coa (L ••••• •f •f• U • c,THPIU FRAME ANCHOR 8•TMI FRAME ANCHOR w A!NCHaJpt LAYOUT-SPI.fh E) HINGE SIDE JAMB TIYPJ HINGE SIDE JAMB > > a O • I • ANCHOR LAYOUT.(FLANGEI (Tn'•1 •• ••• FOR UNITS UP 7` .. • • • TQ •ff • uNITs uP r0 3r x 03 ANCHOR LAYOUT-(FIMv m a z •••••• •• •••••• FOR UNITS UP TO 3T x 77 AYQLIT- FIN • • • FOR UP TO 3T'x 83' arannngpN • • • • q T • • •••• �: We 58201 ;�'A L NOTES; C* * C b: BTATE OF ;WS 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. '�4�F� O R 5 *fr��• i44S81..«.• 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHAM BE 414+tiNAt„4aaaa 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 8. S 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSRAILAR METALS OR MATERIALS N CONTACT WITH PRESSURE TREATED WOOD MUST (UCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE N ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1238 JABARA AVE SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.941-380-1574 6 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. 6cRvn0N: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE 8 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAIN BETWEEN ALL FASTENERS:W FOR MASONRY,1'FOR WOW NOTES AND METAL �. E - DAYr- 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05!07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. f Gey,; 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CW 5-181 C FMA/AAMA 1OD(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERKO1 DOORS) � SHEET __ 1:20 5 OF 6 MIN EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE 114'MAX SHIM--y BY OTHERS N/� BEE TABLE 1 SUBSTRATE 19W SW 44TH AVE. MIN.EDGE DIST. INTERIOR SEE TABLE 1 9YOTHERS T OCALA.FLORIDA 34474 SEE TABLE 1 -.-- I 1/4"MAX SHMf SEE TABLE 1 WWW.CWS.CC SUBSTRATE BY OTHERS MN EDGE DIST. -- SEETABLE 1 SEE TABLE 1 ��a�a MIN.EMBEDMENT 0 8`�47N PVC PERIMETER SEALANT- SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 CASEMENT INSIDE AND CUT -.... SEE TABLBEDMENT E I IMPACT SEALANT BEHINBY _ -_� FLANGE BY INSTALLER ill"MAX SHIM n PERIMETER SEALANT • •• PERIMETER SEALANT BYINSTALLER • • • BY INSTALLER INSIDE AND OUT a O • • ••• a • •• INSIDE AND OUT INSTALLATION ANCHOR LL W Q •••••• • • • ---SEALANT BEHIND SEE TABLE 1 < C Y • • • • • FLANGE BY INSTALLER SEALANT BEHIND m •••••• INTERIOR FIN BY INSTALLER Z QfMTAL= p I�1>�LLATKXJAN�HUR� -w—� � HORIZONTAL SECTION SEE TABLE 1 •w•••• JAMAGE • \,8J TYPICAL FN ANCHORAGE •• ••• s• •• •• •• HEAD AND SILL SIMILAR FOR FN INSTALLATION Zj • ••• • • •••••• NOTE:ADDITIONAL THRU-FRAME ANCHORS a.o ❑ 3 •• w•• •• • •• (AS SHOWN IN DET.BAT)REO'D AT THE HINGE U • • • • SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. y • • • •• • 7 LL •• ••• • SEAiANT BEHIND • •• •• 1H"MAX SHIM '. FLANGE BY INSTALLER U m Z • • • �NaaN4t��!y♦y PERIMETER SEIA MIN.EMBEDMENT SEE 1 ..•'�'m•TG Ig AceAlg 4 • BYINSTALLER • '' ''. �• •• "ME AND OUT•••• • �� - fi•�j •••••• ` V Ne SB201 � SUBSTRATE BY OTHERS SEE TABLE T �..- -r---MIN.EDGEDiBT. 9 ti STATE OM �4J� HEAD SEALANT BY INST L9CREW A VERTICALSECTSEE TABLE 1 ♦ 8�'•... 4a� 6 TYPICAL SILL ANCHORAGE •ih BhQNp„map 171;z- TABLE 1:APPROVED INSTALLATION FASTENERS 4/18/2015 FRAME TYPE LUCAS A.TURNER,P.E. CONCRETE(20 KSI MIN.) 3/18'TIW TAPCON 1-1/2 1-1/8' FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MN.) 3118'ELCO ULTRACON 1" 1' SIDE AND OUT PH.941380-1574 FLANGE GROUT--FILED CMU(ASTM C-90) 3118'ELCO ULTRACON 1.1/4" 2-112 a1 HORD ONTAL SECTION J BOX FRAME INSTALLATION FLANGE 2X MN SOUTHERN PINE(G.0.55) 3118'rrW TAPCON 1-3/B' 718 HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(-0.55) 810 WOOD SCREW 1318' 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLAPGF_ bF DATE: FLANGE 16 GAUGE(0.080")MIN.STEEL STUD #10-16 HI_TI KWI-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU(LOW 7/18" ADE 05/05/07 118'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL TFFTEAD MIN.1/4'FILLET OF CONSTRUCTK)ti4GRADE ADHESIVE CAULK IS APPLIED uwT#_FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS•161 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FN 2X MIN.SPRUCE-PINE-FR(0.0.42) MIB WOOD SCREW 1-112 7118" SHOWN FOR FLANGE WINDOWS. 12 SHEET711F' 8 Florida Building Code Online Page 1 of 4 Will `Y.. /f�,T� ...�`w.-$y MMCMNA i nni� R1E'rKd 50S Horm j Log in�; User RjWstratlan F&Topics SubrNt Swdurge Stals&Facts Busim CaProlrofessitC��I SER Public uct User Approval Regulation rp�yg6ggtgyAl_Menu>Product a Aooltatlon Search>ggolicatippyprl>Applicatbn Detail *,r a 90 �-_'z FL 14991-RI Application Type Revision Code Version 2014 Application Status proved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived ❑ Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickworwbldgconsultants.com Authorized Signature Vivian Wright rlckw@rwbldgoonsultants.00m Technical Representative Address/Phone/Ercall Quality Assurance Representative Address,/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan J.King,P.E. M Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) 6tertdard YM ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By •• ••• • • • • • •• • •• • • • • ••• • Product Approval Method 0' "' " Mgtho;l bptit$A Date Submitted gVg9/2015 • Date Validated ; ' • OV11/2015 Date Pending FBC Approval • • • •• : 0 0 •0 Date Approved "' • 000 02/17/20150 0 • 0040 • • • • ••• • • http://www.floridabuilding.org/pr/pr_ .asps'lp a>:n--wtJE3JXQwtDquZRj59%2fl7rx... 6/25/2015 Florida Building Code Online Page 2 of 4 Summery of Products FL# Model,Number or Name Description 14991.1 a. "Traditions" 3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing (X Configuration) Limits of Use Certification Agency Cartlficate Approved for use in HVNZ:Yes FL14991 R1 C CAC 149911 NMI Cert.odf Approved for use outside HVNZ:Yes Quality Assurance Contract Expiration Dab Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.1 for Design Pressure Ratings,any F(14991 R1 II Inst 14991.1.odf additional use limitations,Installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars. (Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.1.0df Created by Independent Third Party:Yes 14991.2 b."Traditions' 3'0 x 6'8'Impact'Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 Ri C CAC 14991.2 NAMI Cert.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.2 for Design Pressure Ratings,any FL14991 RI II Inst 14991.2.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E3300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.2.odf Created by Independent Third Party:Yes 14991.3 c.'Traditions" 3'0 x 6'8"Impact"Steel Single Door with Sidelltes-Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ Yes FL14991 III C CAC 11991.3 NAMI Cert.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure'.N/A Installation Instructions Other:See INST 14991.3 for Design Pressure Ratings,any FL11291 RI 11 Inst 14991.3.odf additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.3.ndf Created by Independent Third Party: Yes 14991.4 d."Traditions' 6'O x 6'8"Impact'Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved forum in HVHZ:Yes Fl 14921 R1 C CAC 14991.4 NAMI Cert.ndf Approved for use outside HVHZa Yes Quality Assure nee Contract Expiration Dab Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.4 for Design Pressure Ratings,any FL14991 RI II Inst 14991.4,0df additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.4.odf Created by Independent Third Party:Yes 14991.5 e."Traditions" 6'O x 6'8'Impact"Steel Double Door with Sidelites-Inswing or Outswing(OXXO Configuration)configurations up to 8'0 In height) Limits of Use Certification Agency Certificate Approved for ase in HVHZ:Yes FL14991 R1 C CAC 14991.5 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes • ••• • • • • 03/3142016 Design Pressure:N/A • • • • • • • Zn4ti ation Instructions Other:See INST 14991.5 for 0%ign Pre dti prg Rr s,vant •FLP4 II In 14991. f additional use limitations,installatiop in ryctipnsan • • erIP W By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazirgeme"ASTMe130W04)• •Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.5.odf • ••• Cr ated by Independent Third Party:Yes • 14991.6 f.'Fprgn-.; • •• •' • 34)S:6:B"Impact'Steel Single Door-Inswing or 0utswing • •• • • • EX Con{Iguration) ••• • • • • 000 • • http://www.floridabuilding.org/pr/pr_at" as x"?PhrM-- E1-7XQwtDquZRj591/o2fDrx... 6/25/2015 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Cartifkate Approved for ase in HVHZr Yes FL14991 RI C CAC 14991.6 NAM]Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.6 for Design Pressure Ratings,any FL14991 R1 11 Inst 14991.6.Ddf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eva[ 14991.6.odf Created by Independent Third Party: Yes 14991.7 g."Profiles' 3'0 x 6'$"Impact"Steel Single Door with Sidellte-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 R1 C CAC 14991.7 NAMI Cert_odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.7 for Design Pressure Ratings,any FL14991 RI II Inst 14991.7.Ddf additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.7.Ddf Created by Independent Thlyd Party;Yes 14991.8 h. "Profiles" 3'0 x 6'8'Impact"Steel Single Door with Sidelites-Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency Certificate Approved for we in HVHZ:Yes FL14991 RI C CAC 14991.8 NAMI Cert.Ddf Approved for use outside HVHZs Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.8 for Design Pressure Ratings,any FL14991 R1 II Inst 14991.6.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991 R1 AE Eval 14991.8.Ddf Created by Independent Third Party:Yes 14991.9 I."Profiles" 6'0 x 6'8'Impact'Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Ua Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C CAC 14991.9 NAMI Cert.Ddf Approved for use outside HVHZs Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.9 for Design Pressure Ratings,any FL14991 R1 II Inst 14991.9.Ddf additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E,43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.9.ndf Created by Independent Third Party: Yes 14991.10 j."Profiles" 6'0 x 6'8"Impact"Steel Double Door with Sideiites-Inswing or Outswing(OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FLI4491 RI C CAC_1,4993.10 NAMI Cert.Ddf Approved for use outside HVHZ.•Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Others See INST 14991.10 for Design Pressure Ratings, FL14991 RI II Inst 14991.10.odf any additional use limitations,installation instructions and Verified By; Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.10,Ddf Created by Independent Thlyd Party:Yes 14991.11 k. *Profilesc ••• • • • • ii'0 x4810'Impact"Steel Single Door-Inswing or Outswing 'y• • • nfiguration) Limits of Use • • • • • • • terti}isation Agency Certificate Approved for use in HVHZ:YES ••• •• • • rFL?1991 R1 C CAC 14991.11 NAM]Cert.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A • •• • ••• Inspllalion Instructions r. OtheSee INST 14991.11 for Design Pressure iiatinga FLU4961 &1 II Inst 14991.11.0f any additional use limitations 4riptall4 onjpstfftion %nd • Vg AM.2 BJ: Lyndon F.Schmidt,P.E.43409 product particu la rs.(Note-Glazleg meets ASTWM E13L 94) gest 4y Independent Third Party:Yes 406 • ••• • EvAuatibn Reports ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_ (Matpx1 >.=V6*E JXQWtDgUZRj59%2fDrX... 6/25/2015 Florida Building Code Online Page 4 of 4 FL14991 R1 AE Eval14991.11.Ddf Created by Independent Third Party:Yes 14991.12 I."Profiles" 3'0 x 8'0"Impact"Steel Single Door with Sldellte-Inswing or Outswing(XO or OX Configurations) Limits of Use CartfRcatlon Agency Certificate Approvedfor use in HVHZi Yes FL14991 R] C CAC 14991.12 NAMI Cert.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other.See INST 14991.12 for Design Pressure Ratings, FL14991 Rl TI Inst 14991.12 udf any additional use Ilmltatlons,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991,12.Ddf Created by Independent Third Party:Yes 14991.13 m."Profiles" 3'0 x 8'0'Impact"Steel Single Door with Sidelltes-Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C GAC 14991.13 NAMI Cert-Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data Impact Resistant:Yes 1 03/31/2016 Design Pressure:N/A Irntallation Instructions Other:See INST 14991.13 for Design Pressure Ratings, FL14991 R1 11 Inst 14991.13.odf any additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE EVal14991.13.odf Created by Independent Third Party:Yes 14991.14 n,"Profiles" 6'0 x 8'0"Impact'Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C CAC 14991.14 NAMI Cert.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.14 for Design Pressure Ratings, FL14991 RS II Inst 14991.14.odf any additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval14991.14.Ddf Created by Independent Third Party:Yes 14991.15 o."Profiles" 6'0 x 8'0'Impact"Steei Double Door with Sidelites-Inswing or Outswing(OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ.-Yes FL14991 RI C CAC 14991 15 NAMI Cgrt.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data Impact Resistant:Yes 03/31/2016 Design Pressurat N/A Installation Instructions Other:See INST 14991.15 for Design Pressure Ratings, FL14991 R1 II Inst 14991,15.Ddf any additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval14991.15,odf Created by Independent Third Party:Yes aeric Next r�re-oR Us::]91d N"nh Ilorroa Street.Talahasses FL 32399 Phone:SSb.467-1824 The state of Florida is an AgrEEO ompoyar.Goovrieht 2007-2013 State of Florida.::Privacy Staternent::Accessibility Staterneat::Refund S=Mw Under Florida low,ennall addresses are public records.A you do not want your e-rroil address released in response to a publiC•records request,do not send electronic mat to this entity.Instead,conv*th%cgw b*phyte or illy trach I mail•IIf�iyou have any questions,please contact 850.467.1395.•Plasuant to Section 455.275(1),Florida statutes,effablve Octobergi,4p12,piaeipaaelidepse u C7lapter 455,F.S.Moet provide the Deparb ent with an ernar address if they have one.The annals provided n"be used for•!ficial•ofnmr•icailonsyRhelpieroensee.however•mal addresses are public record.If you do not wish to supply a personal address,please provide theDepartraeet w•h aoerraA address"ch cam be mode available to the public.To deterrNne If you are a licensee under • • • C•apt r 486,FAS-,please a"iak"IK&. 414141 •• ••FAUct Approval wcveps: ®®Riii® • • • i • r,Y111' ••• rt • *4040 • • • • • • ••• • ••• • http://www.floridabuilding.org/pr/pr_ailp_ate.d*P,,p*arm---WE VXQwtDquZRj59%2fDrx... 6/25/2015 R W R W Building Consultants, Inc. B Consulting and Engineering Services for lite Building tr kfty C P.o.o=23o vddoo,FL 33395 Pbm 513.659.9197 FiwWa Board of Pmllsdotl Erigw n Cmtitiate or/wthorkmion No.9813 Product Sub Category Manufacturer Product Mame Category Therms Tni Corporation 'Traditions` Exterior End Swinging 118 Industrial Dr. Steel Door Doors Assemblies Edgerton,OH 43517 Mrw6*0tmrwing Phone 419.2911.1740 '•im Scope: This Is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Thermo Tru Corporation based on Rule Chapter No.81020-3,Method 1A of the State of Florida Product Approval.Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named heroin. L n mdons.- 1. This product evaluation drawing has been developed in compliance with the 6ti1 Edition(2014)Florida Building Code(FBC)structural requirements Including the`High Velocity Hurricane Zane"(HVHZ).See the Certification Agency Certificate for atm.apectitcellona and ratings. 2. Product anchors shell be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in the"HVHZ"the opaque door complies with section 1828 of the Florida Building Code and does not require an Impact resistant covering. 4.When used in areas outside of the"HWiZ"requMrlg wind bome debris protection,the opaque door complies with Section IBM.1.2 of the FBC and does not require an Impact resistant covering.This product meets missile level"D'and Includes Wind Zone 4 as defined In ASTM E1996 and Section 1809.1.2.2 of the FBC. 6. For 23c stud framing construction,anchoring of these units shall be the sarne as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14991.1 require further engineering analysis by a licensed anghleer or registered architect. 7. Outswing configurations using coastal sill Item#39 meet water infiltration requirements for'9-IVHZ". S. Inswing configurations and outewing configurations using item#31 do not meet the water infiltration requirements for the"HVHZ, shall be Installed only to non-habitable areas or at habitable locations prMsded by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less then 45 degrees. 9. When used in the"HVHZ",steel must be protected as specified in FBC Section 2222.8. 1o. See drawing FL-14991.1 for size and design pressure limitations. Supporting DocumenhL 1. Teat Report No. Test Standard Testina Labotatory C ETC 01-741-10822.0 TAS 201,202,203-94 ETC Laboratories Joseph L Dolden,P.E. Prevered by 2 No.FIL Drawing o, 1 RW Suliding Consultants,Inc.(CA#9813) ee��'tuSG t�19/1r1�ii Lyndon F.Schmidt P.E. 3. Calculations Preparedby �� 4:•'�G E fJ S4�-•., �0,�Signed&Seale¢by Anchoring RW Building Cphsutloti�s.IncP(CA#gW4 p 434D9 Kyndon F.Schmidt,P.E. it N000 ..a " 1 STA 1 c 'f.+ f, • y ` • • • ••• •• • ter``, •,L p(3 1 C:• {y .ems Lyndon F.Schmidt P.E. ••• • • • t • ,J r: ' • ` •�y FL PE No.43409 • •• • •• • • • • i /l}{.i .� �,�.�� 2/611015 ••• • • • • ••• • • • . • • a • • • •• •• • • • •• •• ••• • • • ••• • NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1005312.01 DATE: 03/22/2012 CERTIFICATION PROGRAM: $Iruetural COMPANY: Therma-Tru CODE: T-052-1 To verify that the"Notice of Product Certification"is valid,please visit www.NAM]Certification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAN if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DF,SCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing&Out-Swing Edgerton,OH 43517 Opaque Wood Edge Steel Door Configuration:X Frame: W-953mm(37.5") H-2083mm(82.0") Panel: W-915mm(36.00") H-2013mm(79.25') SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure=+67/-67 psf Large Missile Impact Rated Wind Zone 4-Missile Level D Qualifies Confiaum iow:X Product Tested By: ETC,Inc. Report No: ETC 01-741-10622.0 Expiration Date: Marelt 31,2016 Administrator's Signature: NATIONAL ACCREDITATION AND MAKAJ7wFPjFNT INSTITUTE,INC. 4794GeorIa Wafltingoo0 $eZnorial Higbway ••• •• T If(8$4)d$d-5124 Fax: (804)684-5122 . ... . ... . . ... . . . ... . ♦♦♦♦,"►1 tr ��4 �i THERMAITRtJ'a THERMA TRU DOORS * �s 1 16 INDUSTRIAL DR.. EoOERTON, OH 43517 ��j� �... ♦♦♦�� 8 ♦ d MAX* Wti'TRA�lrroNs � 11 T E a STEEL DOOR L 4 • •• INSWING/OUTSWING • .. "IMPACT" ' w- 0:0* : • • •••• •1. lids prgtkrj artdtodng drcry�d•vIePed h comptiartce wih (4014)Hodda t torte a1d 06: • itclusfrtplhe ltigh Vebety Zone'(HVFt�.See Me CerNlodlon CadiEcala for fts, _ • nstirt�s • •••••• it 000 0 • •2. vrodect orwhe shad be gst&g&grpaced as shovm m desalt.Artc W embeanW to base mattsld shoti be beyond wati domb or Moto. 0000 3. when used In the-HvHr �door cortrpties wllh Section 1426 of the FBC and does rot megLft m Irnpoct osisfmt O •.•• ' m • x 4. When mesa A areas ojlReFlivtR'rngc"WW bones dab*prafeelbn.the opaque door compiles vft Sec11an •••• • I W.Wvlstise F9C and rot re�uVe at htpact nsMant covertp.ltdt product meek Missile level v and Includes Wind Zorrb 4 sje i lfbd In ASTM E 1946 and Seclbn 1609.1 22 of the FDC v S. For 2K stud Horning condruct'ion.ancfrorkp of these units shall be the same as that 91 ow.for 2r buck moeQsy cw*mtion, q d. Site conditions shot deviate from the delols of Mit drawing mquie Wher sng6tserhg analysis by a licensed snginew or regklered archlFecf. 1 7. Ouhwhg cordlguaMarc wing—r d r.sD tiem M meet wafer Inf l.on requinsmenh forllVHr. & lowing cmtigualm and ouhwhp configuration using ell Mem A31 do not meet Mrs water hftolon requiremenk for Mts � 'HVW and shat be Installed only In namkOtobie of or at hahltable locations protected by an overhang or canopy such c Motto angle between the edge d canopy or overhorg to stiiB less 11tm 4s degrees Is w_ P. When wed h fthVICdeeinxtboprotecledom mmilied h I11C Sectors 2722,6. TAUIOFCONMM ti> a • SH EN 0130"" s 1 ftW elevakM 6RM Swuniss 3 genwal notes — z o° 2 Door pante ebtols W M NG 37AW x B2Alr +67.0 03-67.Q 13 12 = 3 Harbontal crosssecro nE N.T.S. 4 Veftd c oo section f wlow pmfle bums lrlreanola} 37JW x fla6p' +35.0 47.0 om W. JK 5 Duct;and frame andwring-2X buds maorwy eorssinxlbn CHL W. US ; 6 Frame -lx buek oonlfn,afforl fesl high dam bump tlrrestloki} a7.t x 8D Sq" +67.0 -67. N0. tiBafMatedokti FL—r499r.t `' tom s Q a Dam Ulf 43 Jill WMRIOR µ AA .. 36.oarMAX. ... . ',�� ••• PMI[a vNTA!CROtS SPCAON ••..". 0:00 be • Ole • • � • • • ' 12t - • d$ EXTERIOR INTERIOR ITU.•.•�• ON a u • • 4b 12Y x./ 11 2 L CROs ar•C,TdI", _ € f 4s F lD�l w�i 03113112 N.T.S. 2 er X •r !fS NOTE:DOOR WOOD COAWONENIS:PRS ISG x 0.421 R-14991.1 c s w ar " d ��u r► 4 R s 9 10 NVTEFJOR ; �S As 21 �N I incl EXTERIOR �► �� • • i •••• E v S 7 a • • • E •• •• C A ••• • • • 1-1/C MN N I • • E • •••••• s.111'PI •••• • •• •••• • • • •••• 4 1 C31 N M LCCWU SECRON D .:••' . -..i. .. 27 RO f 10 K •••. ' • INTERIOR AOR 11 r e a Gi e• • EXTERIOR 7 EXI6KOR . .a ,0 7 • ' a b So ZO i 0 I+ acsw 311 a Dill 3 12 z s Ipd MI C •ort N.T.S. s 1-1/4"MIN. S tom.�, EMB.(Typ-) �E ■ fz l HOAMONMAL CROSS SECTM 1-1/4"MIK =wen■- --- i contig mftn Q TlOR(IONTAL CROSS SECTION EMs.(TYP.I FL--14991.1 3 Iruvrfng an 0 9 owa7 Q° ��f r E - a _� - •� �* a .. dg • p D o ', _ -.,. ,'��rrllf#fns ,``, •� i ` �n A C C' • •• C V € ! A .•• ••• • • IMERIOR EXTERIOR • .... . •....: 40 10 19 • ' • • 7 ti • 19 a� 40 L 7 . • •. .••• 39 INTERIOR EXTERIOR a • 4NTERI0I4 • EXTERIOR •••• • •• • ��11 YBRiTtAi CR035 VCIION F E 2 WNW-ALMSECTION • • •• ••: /� �0° SP~w/1Xk ♦• • •.••.• .. a. • • ••PTERIO EXTERIOR • • • INTERIOR EXTEWR �16mALCSWM 4032I ��, 4 4033 g � requYsmenls T g 31 Fb. E U —031312 1 N.T.S. r OWL fee A CRASS SECTION � CROSS 3EC11UN c�« er tF5 t fee i noDef.fheet 1 f peflwd no t 1 �w 1 regL*wr4nb Fof11VFQ'vrCler>rtlliholbn FL-14991.1 e regiAemeft wr OF 7 0 Peg 16 7 . • ��nuna\ \ �a�� L ��gg D N i1 Via! MASONRY MASONRY TYP.HEAD TYP.HEAD OPENM s JAMBS OPWNG•• 3 JAMBS • ••• • • .. •••• • •••••• FRAME �••••• •• •• "0 ••• • �SUCt is•i•• • • ••• • •• • •••• ?X BUCK � oz • • • • LU..• s KICKANCHORM _PWJAA41 --- taRaNa CONCREIEANCHOR NOIE3: tR]tcRJAwR 2t(buck oortstnrclion 1.Comets anchor bcaMom at the corners may tre oak~to mahtah the mh. nc edge distance to malatohh. 2.Concrete anchor bcoRats noted as WAX ON CENTER'must be adusted to PDA the min.edge dstartce to mortar jahh admond cororwe anchors may be required to ensure the'MAX ON CENTW d rwWon am not exceeded. y .+ 3.Conaete anchor tabic:K e JFAT ffQ t "IF...... Tl7E > bllillgili'" TOdMi<Y' ,.-'1O TAPCCUe 1/4" i-1/s T 4' OJ N.T.S. e SME OLBTRAC N T/f' 1-1/f 1` 4 Z7 • i aK w t fS ¢ WOOD SCREW M6TALlA NOIR: I.Maintah a P**mim 3/B•edge dbkrce,i`and didaiee.A 1'o c,sparing of INW D[Gl tAXX i WADROtTCUAR. FL-1499m] ` d wood scmws to prevent the spWV of Wood. etctr or 0 %Ass rto z CJ ' •, •� I I '�i �it i :;d C 6011111 MASONRY?,* T1 P.HEAD 1� N.Mi RMBS � � �� *000 tz�k •••• • FRAME ud c ••• • i • •• i i•• MUCK cY r • P sA • . . • 27 � ••• �� LATCH A DIADlotrMM S11mra 1AAss RAMEANCNOMW NNBEJAMti Moeorry 1 x buck eorslnrk Son 9 B CONCRUEANCHOR NOTES: N 1.Concrete anchor locations of the canes may be oa>rated to makrtaii the min, edam clstoncs tomartarjoinh. 2.Concrete anchor bcotbm noted as"MAX.ON CENWr must be o u ted to �Q mdntah the mfn.edge Mance to moria jokft addbbnd conpete anctxrs may be required to arm"the TMX.ON CENTER"dJmerafon ore not e=eeded. 3.Concrete anchor taW miff"WW PON— se �tCl1 IMNMc d Ti!d rAPCONe 1jt 1.1/v r I' aac03 13^12 lomm N.T.S. 9_ TAPCONe 1-ij2 ale •r X WOOD SCREW NTAUATION 00L an LFS 3 1.Maintain o rtlinhrMJm 518'edge ds►ance,!'end dkbnce.&P o.C. DWlW D No: r 1pocbp of wood spews to prevent the spYhhg of wood. FL-14491.1 0 mEFr er 7 e O „`��a ��. r � ±�� mmE�FSCIGI•TTON BRLOFMAYERM MATlR1AL3 8 A 1 X BUCK SG x 0.55 WOOp 2.W—`�� 4r �� B 2X BUCK SG>-0.55 WOOD C MAX 114 SHIM SPACE WOOD H N D 1 4'X33/4'PPH ELCO CONCRETE SCREW STEEL d MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI . E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F X 13/4 TTW CONCRETE SCREW STEEL 4 :09• IV 3VI6”X 3-1/4r PRi"CONCRETE SCREW STEEL , a • • H 1/ x31/4 RETE SCREW •s 9• r 010, 1W4'X 2-1/4 PFH IiW SCREW STEEL • J 1 R X 3,V42MJ R1NZMRETE SCREW STEEL •• K• IT10X 2 PROWOODSCREW STEEL •99• • •L *10X2-1/2'P SCREW STEEL ��4645- $ ••• • HORT REA®H COMPR6510N WEATHERSTRIP c • • e ONG REACIfCCIVIPRESSION WEATHRSTRIP FOAMl 1DIf!"IIOFIIE r•• • 44y4'H1NGE03VJr4M STEEL • • 910 X 314 SCREW(Fi E 5TE$ 999• • • ^• 1 #IOXi"I'm WOW SCREW •e••~• 17 PASSAGE L SK'aNATURE STEEL �S • • 1� HEADER 0. WOOD �`i •• 20• Gasp WOOD e••• ' 11• OBOL - KSf�SIGNATURESERIES STEEL � - • U1TCH STRIKE PLATE STEEL zs DEAOBOITPLATE Sim � R 31 BUMP FACE THRESHOLD LOW PROBE ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC AIfOI!<H 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. AIUM. 41 DOOR SKIN: A .01 g'MIN.Ty=27.&90 PSI MN. � TOP RAIL MK 43 LATCH STILE WOOD 4'� ` 14 HINGE STILEyyppp 2.95 =' 45BOTTOM RAIL COMP. 46 POLYINI .1. ry ate o3 13 12 JK 9 `f "MESH= w LFS 3 owe ra • FL-14491,1 n 7 or 7 on Florida Building Code Online Pagel of 2 Ii��I" A;Y' ',y /.{`M x1111 y1[,V• 1 Ir��'�i � 9"L'`a4 .,�. � �"� i FbMa OepartmeritSCIS Home Lop In user Registration Hat Topics Submit Surchm9e Stats a Facts Busines V, Professi�l a USER:Pubic Approval USER:Pubic User Regulation Product Approval Menu>Product or Apoll®Non Saardi> lig>Appikadon Detall FL# L14850-R2 Application Type Revision Code Version 2014 Application Status proved Comments Archived U Product Manufacturer Custom Window Systems Inc. Addness/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.oc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathropQcws.cc Category xterior Doors Subcategory aging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IR 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 Validated By Steven M.Urich,PE 9 Validation Checkllst-Hardcopy Received Certificate of Independence FL14850 R2 COI EvalRep CWS-641B(FD-8750. IMP).odf •• ••• • • • • • •• Referenced Standard and Yeer(of SL%nda•d) i i keldiLd Y RL • •• • i i 214A/ ItVA/CSA 101/I.S.2/A-440 2005 •• ••• •• • X1 2004 ASTM .300-04 ASTM E1886-05 2005 • ••• • ••• ASTM�rE1996-05 2005 • • •• PA TAC/2&t/302/203 1994 Equivalence of Producr!Mndatds *00 • *00 • Certlned By • • • • • •600 0 • • http://www.floridabuilding.org/p;/pr_$pp +asp l' ai`A.--.UGEVXQwtDquHIFzfePouW... 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 04/25/201S Date Approved 06/23/2015 Summery of Products FL# Modal,Humber or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact, Limits of UseInstallation Instructions Approved for use In MVHZI Yes FL14850 (t2 II CWS-5418(FD-8750.IMP1.Ddf Approved for use outside HVHZ/Yes Verified By: Lucas Turner 58201 Impact Resistsub Yes Created by Independent Third Party:Yes Design Pressure. +70/-70 Evelustion Reports Other.Large Missile French Door w/Sidelights,Max. FL14850 R2 AE DuPont PVB NOA 13-0129 27.Ddf French Door 6'x 8',Max.Single Door Tx 8',Max.Sidelight FU4850 R2 AE DuPont SGP NOA 11-0624 02.Ddf 3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 A£ EyalReO CWS-641B(FD-8750.IMP).gdf FL14850 R2 AE Ouanex(M'kron)MOA 12-1017 02.odf Created by Independent Third Party:Yes Next f„^t of inch is:;1 Nnrth Monroe Streat.rallshasseaft 32399 PMnw:ASO-487-1924 The Slate of Florida is an AMBO employer.Cno,rrloM 70(17-2013 State or Florida.:;Privacy Sla :;Acresolffillry statement Refund Statement Under Florida law,small addresses are public.a= s.If you do not went yolr e-mail address released in nuponso to a public-records request do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you haw arty questions,please honied 850.407.1395.-Pursuers[ro Section 455.275(1),Florida Statuses,effective October 1,7012,licensees Ilossed under Chapter 455,F.S.must provide the Department with an small address If they have one.The smalls provided may be used for official eormuPoation with the lieansw,However small addresses are public record.It you do not wish to supply a personal address,please provide the Depsrtrnant with an email address which can be made available to the public To determine If you am a licensee under Chapter 455,F.S.,please clk*i CM_. Product Approval Accepts: ®®gi� ® secvn� •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org(or,/pr appNrasox?lad-Ai=wGEVXQwtDquHIFzfePouW... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, 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 44o 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-64113, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,4A,-113,-1C,-2,and-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 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-64113. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641B • 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.#11-0624.021 • 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.#12-1017.02, ,I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 56 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 i4teWirig 3r 9ppr&al pO&ss of this product. .,O P pREW 7� • ••• ••• ``-a " No 58201 ,: 4/1`8-/2015 . . . . - :• • •; ;• .4: • • i*: Lucas A. Turner, P.E. '-�: •jr STATF_ OF FL PE#5$201 �90 �'�� C O 9 r,��.+�+� 2015 04-18 22:03-04:00 . .. .. . . . .. .. ... . . . ... . . SWING DOOR & SIDELITE - LARGE MISSILE IMPACT GENERAL NOTES! 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT V1)OW S7>nmm EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 94474 79'MAX.FRENCH DOOR WIDTH 36 3118" MAX. - N ASTM E 1996 PER THE FBC, W W W.CWS.CC SIDELITE WIDTH 37 MAX 2.GLAZING OPTIONS:(SEE SHEET 4) PANEL W IDTI I A1W MAX. 33 NE WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 87=0150 PVC 26 SIS' 22 SAT' - - W/SIDEUTE(S),FRENCH DOOR(S),FRENCH DOOROR S) SWING DO GLASS DLO GLASS DLO D W/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: UP TO O ': 97- -- -- '- 9T A.DOUBLE BORE WITWO(2)INTERIOR FLUSH BOLTS. MAX MAX HANDLESET036' • • UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. o • IUNIT • E HEIGHT HANDLE SET CD 34' HEIGHT • • ••C••,• • • E C.MULTIPOINT(4 PT.) • • 95 311 We C • C D 94W HANDLE SET 0 34' •••••• MAX. X • • X FLUSH BOLT ON 1 O / MAX. ABOVE OW: y • PANEL • • INACTIVE PANEL I HEIPANGHT A HANDLE MUILTIPOINT(5 LL O • HEIGHT • • • r o_ y • 1B1 93&B• S.DESIGN PRESSURE RATING: R R z > ••i••• �x�Aft SEE • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ rc O W • • &0 NATE GLASS GLASS TABLES ASTM E-1300.04- • I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER R •j••I • i INFILTRATION TEST PRESSURE AND GLASS TABLES • i•I • • 100. 1 40'MAX.SINGLE ASTM E-1300414. A DOOR W IDTH C �S O • • • ****Oe ••••• t 1 37 5/8"MAX D 12 8.ANCHORAGE:THE 3311996 STRESS INCREASE HAS OT BEEN USED IN THE DESKW OFTM PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m Q PANEL W DTH DETAILS.WNDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD • • •• FR FT[S R SIDELITE • • 1 1 ••• •••• 2�DLO ANCHOR CALCULATIONS. #0 ORE1Hjr•4j�•�� 'y At4�......,,T •� •• ... •••• • • A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE ya� .��cENa�.G��q' •••••• II812' OTE: NOT REQUIRED. HINGE SPACINGS ARE 8-12' v;' N• SB201 �= 97" FROM ENDS AND 20'MAX.O.C. B.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS MAX 20. FOR 81'TO 9T UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. NIT HEIGHT �p1 STATE OF t14� 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. 'p�4 953116. 10.X E DESIGNATION SA H,O U OX ANSA THE FOLLOWING: Z��i�SBI��4r? SH MAX HE"KAT B X I B 11.SECTKCALLOUTS APPLY TO ALL CONFIGURATIONS INA SIMILAR xZ 84 3118' I 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO GLASS SEVERE WEATHER. LUCAS A TURNER,P.E. i DLOSEEFL PE III } I 8DELANYr OTE 4 13.©ADFl2BTERNA D L KSET/DEADBOLT HARDWARE IS 1239 JABARAAVE. RADEYPANNORTH PORT,FL 342 88 1/T PH.941360-1574 14.MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR sl* . NON-MULLED UNITS TABLE OF CONTENTS SINQL GENERAL NOTES AND ELEVATIONS CiENERALOTESdELEVATIONS........1-3 Lucas DgA�yNBY: : GLAZING DETAILS....................................4 MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Turner SECTIONVIEWS....................................57 SINGLE zo�so4-2z ADE OW08111 BOM.................. -... ..........._.....a 37-5/8"x 95-3/18" 1026-04:00 ANCHORExrRu IONS-..._......................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 �: B ANCHOR SCHEDULE dNOTES..............10 INSTALLATION DETAILS....................11.12 SIDELITE 33-5/8"X 94-5/8" SME: SHEET 1:35 1 OF 12 36 3116"MAX — 1513/8"MAUNIT W IDTH -y M SIDELITE WIDTH MAX FRENCH DOOR WIDTH qw, vmTMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 33 518" 37 SIB"MAX-H I WwW.CWS.CC PANEL WIDTH r PANEL W IDTH I - f um/10/50 PVC 97 SWING DOOR MAX UNIT IMPACT HEIGHT j 94 5X' I ' 95 311 11 O X X O PANEL" HEIGHT I o q • • • • FLUSH • •• -- •• ••• • BOLT X W • • See' • ON W a m • •9WLITE SEE INACTIVE �A ••r••• GLASS NOTE 4 PANEL GAS •I} • DLO •••• SHT 1 DLO ' •j I ( '. a lq •}••• •� _• h, rye ¢25 SWcr •••••• •• • GLO%SaO GLASS DLO til • • •• ••• •••••• FRENCH DOOR w/SIDEUTES o d� ••f•• •I •••• •—•• rab Q••• 2••5316" W MAX.UNIT WIDTH � O?REWNT��yi •• ••• •••• • • 76618"MAXUNITWIDTH ��9r~GBIV••••� �� 36 Vier MAY• 79" 38 3x16'MAX 40"MAX SINGLE I .�Jf'•4� 8�••z; ,tet SIDEkP6N^I � IDTH MAX.FRENCH DOOR WIDTH SIDELITE WIDTH DOOR W IDTH "�: 110 rL 33 SW MAX. — 37 518"MAX. 335V MAX R37 63"MAX PANEL WIDTH DOOR WIDTH PANEL WIDTHOR WIDTH �� STATE OF "AU 9r 'y,Fs•wo a;o�fl��ta• MAX. 97• ry�h�hQNp p• •�,, UNIT MAX, y HEIGHT HEIGHT 95 116' -—� 94 5/8' 94 LITEO X X95 3/1 SIDELITEPANEL LUCAS A.TURNER,P.E. H118/2015 E PAtJEL" HEIGHT OHEIGHT FL PE#58201 B3 68" FLS toNHEIGHT 1239 JABARA AVE. SIDELITE 34258 SO 83 5/8" 16" NORTH PORT,-1 74GLASS $EE INACTIVE 843/18" ! SIDELITESEE PH-941,3801574RDLO NOTE 4 PANEL Q� GLASS NOTE 4SS S14T 1 DLO DLO SHT1 GENERAL NOTES AND ELEVATIONS 225W 26518" 225d8" 26 SW ADE 09108!11 j GLASS DLO GLASS DLO GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITE CWS-641 B FRENCH DOOR w/SIDLITE SHEET 1:35 2 OF 12 i 40"MAX.SINGLE-f --- 79'MAX.FRENCH DOOR WIDTH 363116"MAX. DOOR WIDTH SIDELITE WIDTH wimoW mT@1E 37 518" MAX. 37 5/8' MAX. 33 51W MAX. 1900 SW 44TH AVE. ol PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 26 518' 265/8, 22 5/8" W W W.CWS-CC GLASS DLO GLASS DLO GLASS DLO NOTE: 81/2" HINGE SPACINGS ll 8700/10/50 PVC 8 FLUSH ARE 6-1/7FROM BMAX FLUSH S1' SWINCCI DOOR MAX BOLT 216,/6" ENDS AND 21-5/18" UNIT BOLT MAX' UNIT HEIGHT MAX.O.C.UP TO HEIGHT HE HEIGHT IT IMPACT 81'UNIT HEIGHT. 79 3116" 78 S/8" 79 3/16' PANELPANEL PANEL X HEIGI4T X X HEIGHT O a 4 H • OHT • •��1488 3118" 68311W 1 67 516" •• ••• • • • GLASS FGE GLASS SEE GLASS Y w O • • O NJOTN34 DLO ��4 PLO • •••, SHT 9 SHT 1 6 m N ••�•••• 61/2' S� ZO •I —� w.i o t7� • • SINGLE DOOR FRENCH DOOR SIDELffE • • • • • tr �5 w • ••• • • •••••• d a CL . .. .... LU ...... g • � ! I m 4 •i, • • aapanrury __._. •� • ••• • •••• 1513/8'MAX UNRWIDTH 112318 MAX.UNITWIDTH ��a� •• 000 36 S18•IMAX. 79"MAX.FRENCH DOOR W IDTH � � �E N8 51D�1•I�EADTH SIDEILITEWIDTH _ DOOR WIDTH 4i d. r Yn16, 33 5/B"MAX. 37 5/8'MAX =v t Ne 58201 �`A t 33 5/8'MAX 376/8' MAX. i PANELWIDTHPANELWIDTH �I PANEL WIDTH PAIL WIDTH j t STATE OF 'w: 81" FLUSH 81" T__ �On�''!1 Of''t��', MAX. —FLUSH E`'-J�0 R 1 , �a UNIT BOLT HUNIT EIGHT BOLT Z83Lt� y/�e�ONM� laaaa, HEIGHT 79 3116' 78 5/8" DOOR PANEL 76 6,8" POOR /�— SI�LITE O X X O HEK44T SIDELITE 1 O X 0 HEIGHT HEIGHT HEIGHT 8758" 683116' 1 LUCAS A.TURNER,P.E. 68 3/18" 11 SIDELITE DOOR 67 518" DOS FL PE 858201 GLASS 1239 JABARA AVE. PLASS SEE GLASS GLASS TE DLO NORTH PORT,FL 34288 DLO NONE 4 DLO DL0 S PH.941ION: 74 -- _ SHEET CEBCR x'22 S/8' 26 6,8" 22 5(8' F�26 518" GENERAL NOTES AND GLASS DLO p1A33 DLO GLASS DLO GLASS DLO ELEVATIONS wn BY: FRENCH DOOR w/SIDELITES SINGLE DOOR w1SIDELITES ADE 09/08/11 r. REV.: CWS-841 B scn/e: SHEET 1:35 3 OF 12 GRASS TYPE NAZI.t"T WIN�� HEIGMT 91�SRfGLE FRENCH 1900 SW 44TH AVE. 1'OVERALL �---- 1. OVERALL 81" A A A OCALA.FLORIDA 34474 9T B B B WWW.CWS.CC 3/16'TEMPERED �, --3/16'TEMPERED 511W AIRSPACE 318'AIRSPACE 8700/10/50 PVC 11Y LAMINATED 7116"LAMINATED SWING DOOR 3118'ANNEALEDV 3/16"ANNEALED IMPACT DUPONT PVB INTERLAYER I .080 SENTRY GLASS TONOPLAST INTERLAYER Tq� 3/16'ANNEALED 3118'ANNEALED • • 0.0 •• • �i• SIKH-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or •••••• • • 11 HENKEL-PURFECTGLAZE'H" 11 HENKEL-PURFECTGLAZE"H' I2 o 03 • • • W t m •••••• •• • • • • y4'GLASS BITE 31d"GLASS BITE �� V! ••Y••• •• • ' • I ( N Z ? Lu ix Ir 0 CC • Ilt• • ••• •• • w �u u • • • • • W m < • •• • •• ,ai4ptlNtt,t4jt • • • • ,tea` �AT)RE1y T�i�4 •• ••• •••• • • •••• _: No Sam tFps DS 9; STATE OF IQ r��: •y�11`�8L�0 R l 1` 4yi��NAnt��N` 411812015 L, z� LUCAS A.TURNER,P.E. FL PE 0 W201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 i oescRcrloN: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN E: ADE 09/08/11 m : -- CWS-641 B SCALE: SHEET I 1:1 4 OF 12 ! INTERIOR WINDOW STSTEhiS 7 4 1 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS.00 1 smio/50 PVC SWING DOOR 19 ' IMPACT 19 � 22 • • w 9 • •• 1 I 1 _ � Wo Z ••�••• • •• •• •• 1 4 1 > cr ••••• 93 • a ••www• IL 7C • • *w•••i ww•• SECTION VIEW B-B °� o • • • cam DREW�••is • ••• • �41'�OR P14 w • �'ti v�G we w•• E H w•w• c • 1 • w• r• N. 58201 try # #B �'OS �� ALTERNATE 1 ALTERNATE 2 ;�: STATE OF f 41� 1 V tip[ -- z� 6 MORTISE LOCK w/FLUSH BOLT MULTIPOINT LOCK LUCAS A.TURNER P.E. FL PE IF 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 14 SHLLI iPrroNr SECTION VIEWS ®_„ 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: UffNINWBWE- 10-12,13,15-17,22,43,48.54,57-58 ADE 09108/11 ITEMS NOT USED INVERSION SHOWN: MCC SECTION VIEW A-A 2.3,5-9,15-16,25-28,3D-34,38-40,43,52-53,60,6Z 65-66,72,76 CWS-841 B SHEET 1:2 6 OF 12 WINIIdW ■°dna s 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W Ww.CWS.CC INTERIOR fowl afro PvC SWING DOOR 7 13 1 1 1 1 7 IMPACT _n • • • O d % ••• • Y u<,• • • • w < m •• ••• LmJ s • • a o N s • • F • • a a *00 • • • • • •••••• j 0:0066 •• 19 • •• 4 1 1 1 4 2 1 4 1 1 1 • i •000 • •• 4N�40RE�u�i •• ••• 00000 ••• • SECTION VIEW C-C 0000• JVO;ry�G E NIs�..'pyy�0t =ter. No 58209 t;A 4 T=Q' STATE OF �W= ,,,S�ni1i4�A4 zz 6/2015 LUCAS A.TURNER,P.E. FL PE i 58201 1239 JABARA AVE. NORTH PORT,FL 34268 PH.941-3M-1574 SHEET . SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARRY: oVAwN WY: 13ATE' TO SINGLE DOOR,SEE SHEETS 10.13,15-17,22,26-28,36-3G,43,54,57 ADE 09/OB/11 ITEMS NOT USED IN VERSION SHOWN: owe rCW 5.841 .: B 8 9, 15-16,25,40,4Z 45-46,48,52-53,58,50,74,76 SHEET 1:2.5 B OF 12 �as�n�a INTERIOR WINDOW SYSTM 9 1900 SIN 44TH AVE. OCALA,FLORIDA 34474 Www.OwS.Cc 8700/10/50 PVC SWING DOOR 9 IMPACT 40 f � • aa � • d � : O • • • • •• • • • • W Q m • 18 4 q 9 • • • • 6 0 6 0 m O s 6• SECTION VIEW E-E a o t7S • ••• • • 060:0• a • • x • • • SEALANT APPLIED TO s • 0000 ADJOINING FACES n, LU • •0 ••0 6 1 BY INSTALLER • Y 66.6: 0 m d •• ••• •• •0606• 0010600 • s • 010 HEX WASHER HEAD TEK .��_r?• a•vp'ty • JOINING DOOR FRAM TO SIDELITE. • 6"FROM TOP AND BOTTOM 2�: N. 56201 y 1 T MAX.O.C. �'A STATE OF :IUls _ 4�•rtiti.! #•i��S OM 5 `J 48/2015 _. LUCAS A.TURNER,P.E. g SEALANT APPLIED TO #f10-24 x 134"TYPE F FL PE A 66201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. BY INSTALLER SEE SHEETS 1 8 3 FOR HINGE SPACING. NORTH PORT,FL 34266 PH,941-380-1574 TION: ( j SECTION VIEWS Imo'J� B ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN DATE: SECTION VIEW D-0 10-11,16,22,28,43,57 ADE 09/08H 1 ITEMS NOT USED IN VERSION SHOWN: oWOIY EV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-0,48-52,54-M,56-61,63-71,74-76 CWS-641 B SHEET __ 12 7 OF 12 PARTS LIST PARTS LIST ITEM PART# DESCRIPTION HATERIALl VENDOR ITEM PART DESCRIPTION MATERIAL VENDOR- 1 14-1833 MAIN FRAME,HEAD ALUM K RK 51 P-5131 GASKET,DOOR LL BACK FOAM HO PRODUC ��T� 2 H-1857 ASTRAGAL,NACTIVE,FD, ALUM 52 P-5134 W,#10 X 13/4'FLAT 5 TYPE F RAH FASTENAL 3 1856 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SDELITE FOAM IRO p 19M SW 44TH AVE. 4 8.1880 RENF RCEMEM,,VERT. LUM YMARK 54 P-5157 SCREW#1D24 x 117,FI UnAemut PH,10-M @ KEEPER FA L OCALA,FLORIDA 34474 5 14-1861 RENFORCEMENT HORIZ ALUM KEYMARK 55 P-5158RUBBERTEAM EAL WWW.CWS.CC 6 KIM MAI E, LL ALUA KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FN,BLACK ULTRAFAB KE 7 14.1880 MAINFRAME,JAMB ALUM YMARK 57 3RE 174 SCW fa X3/4'HEX WAS EAD,®FRAME FASTENAL 870MO/50 PVC 8 H-1881 MAINFRAME,SIDEUTE 0 DOOR ALUM KEYMARK 58 P-5186 ISCREW 18.32 x 1-1/4"PH,FL MS,68 0 PLUNGER SS FASTENAL SWING DOOR 9 FF19M MAINFRAME, DELTTE p JAMB, ILL t#M KEYMA 59 5-1783 THRESHOLD,HIGH 813E ALUM MARK 10 P-3039 BLOCK 1/8X1 X2 FRANKLOWE e9 51784 I ERT,REINFORCEMENT ALUM KEYMAR IMPACT 11 S KFLEX 552 a PURFEC "fr S -HENKEL 61 S-1 WS C WER, ANCHOR AL KEYMARK 12 P35w SCREW 18 X 112'PH SS 9 ASTRAGAL CAP FA MAL 82 1818 COVER,JAMBS,HEAD, DELRE ALUM KEYMARK 13 P 1 REW 18 x Wr SO.PA K TIEROD BRCT A TENAL 63 S-1817 DRP CAP ALU KEYMAFO 14 P�587• BEW 18 X 1-,PH TEK @ ASTRAGAL, L FASTENAL 64 1840 COVER,HEAD,A ALUM RC L • P REW,#10 1'HE7RHEAD, Lu TEK Q ITE FASTEN 65 SAW ERi NACTNE PML LOCK H4RDWARE KEYMARK o ••• • 11* P4146 SCQEW T 86 TEK SDELffE SHIM FA8TENAL 88 S-1 ER,ASTRAGAL FD ALUM KEYMARK Y Ow ••• 17 P-43M• 200'x 12,50'W/ADHESIVE UL AB 67 S-1884 WERT,FRONT,BTM ATTACH SILL ALUM KEYMARK P #1 1 1/4', -HE RID PANEL A TENAL 68 3.1885 NBERT,BACK,BTM ATTACH ILL ALUM KEYMARK uJ •• 19 P-4774• WSTP BULB&SMSO AHEL AMESBURY 1915 BASE,SWEEP ALUM RC 4 • P4 HBOLT, M /BTM AN 70 S-1916 DRIP COVE SWEEP ALUM KEYMARK IY ••• c 21 P4�4• SCVEW#8 x T TEK Q INSERT ATTACH FASTENAL 71 5.8083 PA TM RAE,SIDES-DOOR P MICRON ZZ •• P M1 THREADED ROD MCMASTER 72 S 8083 PANEL TOP/BTM I)ES-SIDE PVC MICRON ¢ ¢ O ••• RZ P480J HI E,GIA! FOPP 73 8-6084 LAaNC,BEAD(1') PVC MICRON a a 24 R4006w18pB INBE, ET• • HOPPE 74 KIM RRENFORCEMENT,VERRT.,SIJGL ALUM KEYMARK W • P481 .50X75ff POL15ED BULB SEAL,Q SIDELITE A 75 GLASS SEE SHEET 4 g ••• 2i P4863• LOCK STRIKF&9 Airs• PADDOCK 76 1441882 REIKFO NT,VERT. A KEYMARK > > p ••• P RHINO STR PADDOCK 77 P-4887 MORTISE LOCK • 28 P • GUIDE,TIE __W_WN_ M&M PADDOCK • m a • 29 1 BRACKEA• VC SULLIVAN nm ••• •74 P4886 0 4400T BOLf.IM I PADDOCK ♦•♦+•�pRE1y ybi�4� 31 P4886 SHOOT BOLT,BOTTOM PADDOCK rG fi ♦`g N"TEW 32 P BA ,8 FT PADDOCK �jiGprf•VBG E Ng�ay+ 32 Pd684 BAR,Ml1LTFPONT,SPT,8 FT PADDOCK i J r _.s Ns 58201 ty 32 P-4901 BAR MLLTr POI ,4PT,6'8 FT PADDOCK *: * *S 32 P-4902 LOCKBA R.INACTIVE,6'8 FT PADDOCK p: 33 P-4903 HANDLE SET,ACTIVE PADDOCKp0 STATE OF JAAlp 34 P-480.5 HANDLE SET,NA PAD 4y A O R;'D>far= M P-4913 IWSTP,.5DX50 FOLDED B 8SEAL,®DOOR 3MELUEL '�„s3 ONA� .♦`"o♦ 36 -4917 P,ASTRAGAL,OUTSIDE NYLON M&M �dn�Tn�MtN 37 P4918 GUIDE,FLUSH BOL, EPN. M&M 38 P-4M COVER,INTERIOR LT NYLON M&M 39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL4/18M16 40 -4926 SHIM,SIDELITE,DOOR SHIPPING BL= NYLON MAM LUCAS A.TURNER,P.E. 41 P4927FLUSH BOLT NYLON MAM ALL FRAMES ARE MECHANICALLY FASTENED FL PE#seWi 42 P49 SCREW,X10 X 1-114'HEX HEAD TEK&SDELITE ATTACH FASTENAL 123914BARA AVE 43 P4933 NUT 318'-16 FLANGED W/SERRATED LP,SS, PANEL MOMASTER NORTH PORT,FL 34288 44 P4934 ISCREW,#12.24 X 1/2',PH FLAT,MS,@ HI40E FASTENAL PH-941-380-1574 45 P4936 DOOR KNOB,ACTIVE PANEL DELANY oeScawnON: 46 P4937 DEADBOLT,ACTIVE PANEL DELANY 47 P4989 SCREW,#10 X2"RENF.ATTACH. FASTENAL BOM 48 P-4997 STRIKE,DEADBOLT PADDOCK 49 P-6127 SCREW,#12 2',PH PAN,SMS ANCHOR FASTENAL DRAWN BY: DATE: 50 P-5130 GASKET,DOOR F FOAM HDP ADE 09/08/11 t. REV.: ALTERNATE APPROVED LOCKSETS: CWS-641 S PAMEX GRADE 2 LOCKSET AND DEADBOLT 15ALE: SHEET 1:1 8 OF 12 j �I9/18' �{ F�13/4'— 2�4"—"I 27116" Lu t 2 � 9 318" qvvlDOW IYSTE 1900 SW 44TH . nn W;//II 1 7118" 1 1 � - 1118" gttg } 1 OCALA,FLORIDA 34474 c 1/16" P WWW.CWS.CC 1/16" THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5116' 87W/10/50 PVC 51/2 SWING DOOR vis' 2114' IMPACT 49/18' 1/4'�� 1 31B 116' • •• 6 % 1/16" FILLER-1784 • 2 • • •• REINFORCEMENT-1857 ¢ ••••••� ills' FRAME COVER-1806 p • • • s • lw Lu — •••••• •�• RSILL-1 78 • PVC DOOR PANEL-W83 25/8' 23/8"-- l m • • s • I V! •• • •••••• 3 11116' •••••• •—••—4 9/18"—s-•—Yrs= {. 1 1/2' 314" 1/16" • J f •• •• • • •••••• PVC GLAZING BEAD-8084 i z w • SIDELRE COYER-t818 w Q � .. .. .. 7 El � IL • 6' • • • • • 5 451W 14V1I w • • _ •••••• 1118 215/18" ih8 t/t8" • 1 15116" ••• •• •• •••••• , m d 2 • • •DOOR JAMB•1880 314"L L 1118" ••• •• •••• ••• • ,-- 9 DRIP CAP-1817 ��•��1DREV�ssdj� 49116'—moi REINFORCEMENT-1881 REINFORCEMENT-1858 E!V~'ti�q•-��i •••• III BASE SWEEP-1915 8 +-11/2 - �112'�j Ne 58201 SytL �--tty� D: 212' L� Y 9/18' %-A". STATE OF .'fA: 449 1/18 4 8 13118' 13116' 1118 .��i��8`O R l..46 AN 215/18" 215116' 1 1118' •rynol�/�,+n`r.• 1116" ills, DRIP COVER-1916 SIDELRE-1881 INSERT.BACK-1685 =Z 4118120] ___ LUCAS A.TURNER,P.E. REINFORCEMENT-1660 FL PE 1158201 d 9118' RENFORCEMENT-1882 1239 JABARA AVE, NORTH PORT,FL 34288 i L 1314, Wt-ET DESCRIPTIK)N: g 8/18 PH.941380.1574 21116' I1118" 11/1 vie" EXTRUSIONS L-- 2 1/161 1 i/8" v8' INSERT,FRONT-1864 DRAWN BY: DAM- SIDEUTE-1900 ADE 09/D6l11 INSERT.INACTIVEPNL-1849 a: REV.: ASTRAGALCOVER-1859 CWS-641 B NOTE:ALL EXTRUSIONS ARE 6063 76 ALUM9VUM 12 SHEET 9 OF 12 �7 ! ( ANCHOR @ MIDSPAN(TYP.) — 4' ') 1900 SW 44TH AVE. 4'(TYP.) 6'MAX.(TYP.) ANCHOR®MDSPAN(TYP.) OCALA,FLORIDA 34474 ! 6" MAX.(TYP.) MAX. 4" (TYP) WWW.CWS.CC 2"(TYP.)"W0001METAL 8"MAXI.)� 4`(TVP r!--2"MM.)-WOODIMIETAL 8700/10/50 PVC SEE NOTE 2 1 SEE NOTE 2 y+WNG DOOR IMPACT 17" Ir MAX _ MAX O.C. • •("'�3 INSTALLATION O.C.�) INSTALLATION • • ••• • • •O X O ANCHOR O X X OANCHOR(ryP') u = o • • • • ul a m • 0 0 • • • • ••••• • • • •••• a a • i c c • • •. .. m • ••• •••i ICOLITE D 91DMJTE SMITE DOOR DOOR SIDELITE ~ U 00 ••• •• G In • • • •••• ANCHCFi LAYOUT-fFLAMGEI ANCHOR LAYOUT-(FLANGE) g p • a g ...:.. . .... • • •• • ••• ••• 'CIRCLED ANCHOR LOCATIONS REQ D ONLY N WOOD AND METAL INSTALLATION&DD NUT MCNORB ALL THESE ANKM MASONRY. • ,,,j�44��1» W 'i 0.000• 0000 • • ��' P'�..+" A 4y • • gc� =.J` N. 58401 NOTES: 0 4.0': STATE OF f�41� 1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4iy�@[�pR�'D>. ��rr 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS tih,NA�„� �c 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 11. 872Q15 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 S 58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941,%0-1574 6,ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, now. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4”FOR MASONRY,2,/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL ADE 09/081116.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DyyD•: f SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 641 _ B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA100(FINWINDOWS),FMNAAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWIFDOWS),FMVAAMAWDMA3M(EXTERIORDOORS) 1:8 -_ — 10 OF 12 !, TYPICAL HEAD ANCHORAGE �� MIN.EDGE DIST. INTERIOR -moi 114'MAX.SHIM SEE TABLE 1 MN.EMBEDMENT WRNS fTmm SEE TABLE 1 1900 SW 44TH AVE. TI CONNOUS DBL 1/4"BEADS OF SEALANT OCALAL FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED WW W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MN.EDGE DIST. SEE TABLE 1 87=10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT SEE TABLE/ IMPACT BY INSTALLER 1/4"MAX SHIM INSIDE AND 011T -- n .- • •• 17 INTERIOR a •••••CHITINOUS DBL 11"BEADS 8F SEALAAT INSTALLATION ANCHOR HINGE ANCHOR y Y W AROUND R AT ALL NUICATEG SEE TABLE 1 SEE TABLE 1 � O •••••"NTS B� AV SUBSTRATE w < m • BY INSTALLER. • • • HINGE MIN.EDGE DIST. • • ••••'• SEE TABLE 1 LL O • 00*0 S ••••• • • •• •••••• 1 PERIMETER SEALANT BY INSTALLER W INSIDE AND OUT HINGE MIN-EMBEDMENTIr ••• s DERIMETEP•6iFALApIT • SUBSTRATE BY OTHERS SEE TABLE 1 'a BY INSTAWLER• • • • o • INSIDE ANDErifT•• SEE TABLE 1 •••• Fc •• B HORIZONTAL SECTION • I • • •• • 11 TYPICAL JAMB/HINGE ANCHORAGEO •••L•• •• • • • MIN.EMBEDMENT m ¢O • • • SEE TABLE 1 Z • SUBSTRATE BY41DRAEAS • 4 •�• •:EE TABLE DREW w S••• • • a,•gtririgh MIN.EDGE DIST. a ta1lL B 112" Tm.) Z r lie 58201 A VERTICAL SECTION SEE TABLE 1 ANCHORS THRU 11 TYPICAL SILL ANCHOR HINGE(TVP.) p? Z a � p\ STATE OF 47C TABLE 1:APPROVED INSTALLATION FASTENERS 4�F8'y-..0-;..' 0•�� SUBSTRATEE DIST. �hNM- •�� ++gtn1tA• lE(285 KSI MN.) 114'ELCO ULTRACON 1314" 2-1/2' yy 114'ELCO LIL 2' r`'r 2XMML SOUTHERN PINE(G-D.55) 114•ELOO LI_TR1ACON 1-9/8" 7/8' S�IVOTE4MM-15_. 2X MK SOUTHERN PINE(G-0.55) 112 WOOD SCREW I-w 718' LUCAS A.TURNER,P.E. 18 GAUGE(0.080")MIN. #12-14 HILT1 KW IK-FLEX OR I W FULL THREAD FL PE 158201 STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRRLLING SCREWTHRU 0- 1 NOTE: NORTH ORT FL 1239 JABARA 34288 E. 1!8"ALUM.M083-TS MN.)OR 112 GRADE 8 SELF-TAPPING/ FULL THREAD HINGE SPACINGS ARE: PH,841-380-1574 1/8,STEEL(33 KSI MIN.) DRILLM SCREW THRU 0.125' 1/Y 8-12" FROM ENDS SHEET O -_. HNOE ANCHORS INTO CONCRETE(285 KSI MIN.) 311W ELCO ULTRACON 13/4' 2-19. 21.5118"MAX O.C.FOR UP TO 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR T FLLED 20" MAX.O.C.FOR OVER 81"LINTT HEIGHT. INSTALLATION DETAILS CMU ASTM C 90) 311W ELCO ULTRACON 1-]/4" 2-1/2" DOOR H E AN RS INTO 2X MN SOUTHERN DRATE: PINE((Z•0. 110 WOOD SCREW I-w 718" ADE 09/08/11 w HINGEANCHOR 18 GAUGE(0.060')MPI. #10.18 WTI KWK TTW FULL THREAD 112, r. REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 7HRU 0.0= HINGE LAYOUT CWS-641 B HINGE ANCHOR 118"ALUM,(8053 H)OR 110 GRADE 5 PING f THREAD 1!T 1:30 T SHEE 118'STEEL KSI MIN DRILLING SCREW SCREW THRU 0.125" 1:2 11 EE 12 TYPICAL HEAD ANCHORAGE INTERIOR 114'MAX SHIM - --- MIN.EDGE DIST. MIN.EMBEDMENT WINGOVVET�TENSS SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 1 9WOCA A, 44TH AVE. CONTINOLIB DBL 114'BEADS OF SEALANT OCALA,FLORIDA 94474 AROUND PERIMETER AT ALL INDICATED SUBSTRATE BY OTHERS -- POINTS BETWEEN FRAME AND SUBSTRATE WWW.CWS.CC SEE TABLE 1,SHT 11 MI EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/101550 PVC INSTALLATION ANCHOR `SMNG DOOR SEE TABLE 1,SHT 11 IMPACT PERIMETER SEALANT 114'MAX.SHIM BYINSTALLER INSIDE AND OUT 501E • • • INTERIOR •• ••0NTINO(;_DBL T101V BEADS OF Ste* • I AhouNDP ON BERIME MATALLIN&CATED INSTALLATION ANCHOR + � w •• •• LLLEEETtTtfi • ME'NQ SUBSTF TE SEE TABLE 1,SHT I I • ro INSTAL • • • i z)z � m O •r••• • • •• •••• PERIMETER SEALANT BY INSTALLER `B Q W ••r.••P,�RIMETER�gLAIT �•• INSIDE AND OUT i $ 0 SY INSTAL L i • • 73EE��TABLE 1 SH711TE BY ERS o c • 492DEAND PUT •• D HORIZONTAL SECTION ~ •••••• •• 12 TYPICAL JAMB/HINGE ANCHORAGE • • • BEDM > > O •• • MIN.EMENT SEE TABLE 1,SHT 1 i •••••gUBSTRAIAX OTHERS •• • m < p •• SEE TABL 1,$SI6T•1l • • Z 0000 "DREt* *000 MIN.EDGE DIST. ( r'� F SEE TABLE 1,BHT 11 J "NA d Ne 58201 /-C ,VERTICAL SECTION *j '*z 12 TYPICAL SILL ANCHORAGE '90ti BTATF OF 1,,04 S�Fti� O R�0�Q`�'� NAL zz ,8 LUCAS A.TURNER,P.E. FL PE Y 58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.941 X80-1574 949ET pE9C . INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09108111 r. REV.! CWS-641 B SHEET 1:2 12 OF 12 Florida Building Code Online Pagel of 2 Fbnda DWmMd SCIS Name Lop In Use Repls"blon Hot Topics Subnyt Surcheme Stats&Fects Busines (1 Professional USER;Produpaublic Use, val Regulation Product Aaorovel Menu>product a Aaollration S•arrh>AppLeAtion >Appllc•tlon D•tall FL# FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ej Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekossocws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 6EI 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 F1 Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EvalRec CWS-2988(SQ-8900.IMP).odf •• ••• • • • • • •• Referenced Standardtand Year tof St%Rdatd)• • • Year • • • • • • • •AAM1WWDMA/CSA 10 1/1,S.2/A440-05 2005 •• 000 •• • • • •• ASTM E1300-04 2004 ASTM E1886-02 2002 • 000 • 000 ASTM 11996-02 2002 • i • •• T1:S P01:202/203 1994 09 •• • • • • • • • • Equivalence of PALIt Standards ••• • ••• • Certified By ••• • • • • 0:0•• • • http://www.floridabuilding.orgi�.r/ter�04* 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 Surnawry of Products a tK Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limns of Use Installation Instructions Approved for use In HVHZ:Yes X11103 R2 II CWS-2988 fSGD-8900.IMLaw 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,DP- +/-60 psf,Max,panel size 4'x FL11103 R2 AE DuPont SGP NOA 11-0624 02 Ddf 8'.Config.Include OX(O,OXO,OX,XO.Glass compiles to FL11103 R2 AE EvalReo CWS-298B(SGD-8900.IMP)off ASTM E130D-04. FL11103 R2 AE Ouanex Ikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes sack Nn Cdtltbrtj S::1410 North Monroe Street.Telleh�FL 32399 Phone:1150.487-1824 The state of Florida is an ANEEO employer.Cneyrloht 2007-2013 State of Florida.::Privacy statement:: ::Refund statement Under Florida law,small addresses ate public records.If you do not want your e-mail address released In resporee to a public-records request,do not send waehonhe mall to this entity.Insta•d,contact the office try phone or by trod'I mil.If you Mw any queatiom please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida statutes,afractem all October 1,2012,licensees licensed udder Chapter 455,F.S.must provide the Department with an eli address If they have one.The•mails provided may be used for official commwWcWon with the license.However email addresses are public record.if you do not wlah to suppty a personal address,please provide the Department with an email address which con be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dict hKL. Product Approval AotrpW w®®® accurlt •• 00:•• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • 00: • • • • • • • • • •• • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • http://www.floridabuilding.orgiipr/pr*atpjil.Ajax'. alx n=WGEVXQwtDgttaGslp3GVUtO... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 440'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 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 Port,FL 2) Approval drawing CWS-298B,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-lA,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 101/1.S.2/A440-2005,and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-298B,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max.door height), with glass types and max, glass daylight sizes as shown in CWS-298B • 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 SentryGlas(SGP)Interlayer per Miami-Dade NOA#11-0624.021 • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#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 5"'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. .• 00: • . . . I�1lrrrllir�f 9%0001 ?REIV %11010 No 58201 'P Ir • ••• •.• =,� ••• * **= 4/18/2015 •.. •. :.-b;: iLucas A. Turner,P.E. ••; ;• ;•• ••• ,�O .-STATE OF wW� FL PE#58201 ••• ••• 10 NA_ti;+►°' 2015so4-20 12�8-04:00 • • • �� . . . . . . • . . • . •• •. 00 . •• .• ... . . . ••• . • SLIDING GLASS DOOR - IMPACT ' I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO yylJ,tDOyy SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND 1800 SW 44TH AVE. IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1911/8HURRICANE ZONE(HVKn AREAS AS DEFINED IN ASTM E 1998 PER THE FBC. �W.0FLORIDA 34474 MAX UNIT WIDTH 4S 718" 2.GLAZING DETAIL(SEE SHEET 2) MAX PANEL WIDTH A 3.APPROVED CONFFGURATIONS:'OXXO-,'OXO','XO•,"OX" 8900 PVC �— ---- — - 4.DESIGN PRESSURES: SLIDING GLASS 413 4' I I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR.IMPACT GLASS 1TABLES ASTM E-1300.04. MAX DLO __ _ _ -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. , HEIGHT _ • • O X X O 5.ANCHORAGE:THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE b • • ••• •MAX1i2' �• B B NEL `� LO DESIGN OF THIS PRODUCT.SEE SHEETS FOR INSTALLATION DETAIL p •• ••• PA � ' WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR Y • • •HEIGHT • CALCULATIONS. g •••••• • .••• • • : : a I 6 8.PRODUCTS APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT w N i • • ��••• I Z REQUIRED. I cam+ O LL I 6 _ o • �• � _ _ --- _ _ _ 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY – • • + - -r A WELDED. N $ Z > •�••• • • ••••.• A OLU • • 6 S.SERIES I MODEL DESIGNATION:SGD-8900. iL • • •• •• •••••• Ds" 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: U •• ••• 14513!18" MAX UNIT WIDTH X"OPERABLE SASH,O_FIXED SASH. n • • f� •••!!W6NIT WIDTH 48 718- -� 48 MAX10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. { ••�••• •• MAX •••••• AX - •I • P•I�VEL WIDTI j I PANEL WIDTH m a 778Z t 1 a1 3l4'-- 314'— i 1.EXTERNAL WEEP SLOT.1/4 x 1•LOCATED 4•FROM BOTH ENDS. •i, •• • • � • • i� 41 374' • •• • GLASS 1 GLASSOLD `,��Qpt?�y;GENylcll,Y6'��i DB' -- _ __ NI _y J S Un-,T EIGHT -- LUC88 A. HEIGHT TLRner 93 llz D 8610 X O 931/2' 2015-04-20 i 9' STATE OF t14 PANEL DLO D PANEL MAX E O X E 12:30-04:00 'Sj�O+n�.A'j o R ld�� HEIGHT HEIGHT 6t$8 •'NG'r i GLASS `� DLO y� ----- C {i 4/i31^2015 1 LUCAS A.TURNER,P.E. FL PE B 58201 1239 JABARA AVE. NORTH PORT,FL 342B8 PH.941-380-1574 SHEET OESCRI GENERAL NOTES AND TABLE OF CONTENTS MAX- PANEL DESIGN PRESSURE ELEVATIONS MAX. UNIT SIZE SIZE RATING IMPACT RATING ily: DATE: GENERAL ND7ES a ELEVA710113_�rT " " ADE 061=08 SECTION VIEWS0XXiO GLA23NGDETAL__zQ<NNIFIG. XO 96 x 96 +/-60 PSF LARGE MISSILE IMPACT SECTION VIEWS OXO Q x0__...�_-__...__3EXTRUSIONS a s o IUL�_._ __...___.__�IOXO 145-13116"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 B IFpb`TpLLRgTjON DETAIIDULE&ISE _:."-_:M OXXO 191-1/8"x96" +/-60 PSF LARGE MISSILE IMPACT SHEET 1:33.33 1 OFB Q �9' 7 1 1 1900 SW 44TH AVE. RFLORIDA 34474 u 8900 PVC _._. SLIDING GLASS B DOOR-IMPACT Ln N • I • •• �• Y •••• • W m ••i•••• • �• • 1 • 6 1 2 8 •I, • • 1 W •o • •••••• SECTION B-B ••i••• •• •• •• s• a o tq •r••• • • •••�• d Z LIJ • I • i"OVERALL cr Q LL • ••• a rz • • 1 • 3/18"TEMPEREDlu cc 53 •• ••• i,1 rr 318'AIRSPACE W L s •• 7Mr LAMINATEDGLASS La •:�••• ••• f � • — 4 ''......... 3116'ANNEALED GLASS m • • i • ; • •• • .090 SENTRY GLASS IONOPLAST INTERLAYER A�pnnaryyai ••i••• ••••'iL � �I • o • ❑ 3116'ANNEALEDGLASS a1�5r, ORE9y P!l,3qi"�i ••o �' 1 PAIR OF ANCHORS AT EACH CLIP. t y�� Lo1 SEE SHT 8 FOR SPACINGs y; No smi %;;_a a' STATE OF Few 1 PURFECT GLAZE"Fi' at q� .�O R 1 31KAFLEX552 -Ha iagj�ni�Na�+ 13116'GLASS BITE .ZZ � 1 df9M015 C TM SECTION C-C LUCAS A.TURNER.P.E. L6 i, 4 FIXED PANEL ATTACHMENT FL PE M 58201 / 1239 aABARA AVE � 1 NORTH PORT,FL 34288 1 NOTE: 4 PH.941-3801574 — I i INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHAT DES WATER INFILTRATION RESISTANCE IS NOT REGmtm SECTION VIEWS-OXXO 1 AND GLAZING DETAIL I DRAWNGY: D 1 � ADE 06/03108 3 1 Dwo r. .: 1:1.33 CWS-298 8 SHEET — — 1:2.63 20F6 A VYINDdW STSTB4S 1900 SW 44TH AVE. OCALA,FLORIDA 34474 Www.CWS.CC 8900 PVC SLIDING GLASS DOOR-IMPACT a 1!f N •• a • o0 . :.... ...... *:Dove •• •• bat • •• d o • • • 1 • • S 2 9 1 8 i • •. W •.••.• W Q • • s •••• • ••• • •••• SECTION D-D a CL rL C ¢ • • • • • 0960 6 5 mag; .. ••• ..so ...... ••• . go• gr0000*0 {{ptNilJq • • 0000 w' No 58201 •S�pC ❑ �y-0 ;ate S9 STATE OF rU!II O m O*J�\�,p•L' II �� 4/312015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE 1 1 B 1 2 NORTH PORT,FL 34288 PH.941-380.1574 SECTION E-E i SECTION VIEWS-OXO AND XO/OX 3ww-N BY: NOTES; ADE 08!03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 G r. .. 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CW 5-298 B SHEET 1:2.63 3 OF 6 4 PARTS UST ITEM PART NO DESCRIPTION VIRMOR YAT66AL 51511&' FRAME CONSTRUCTION 1 H-6042 FRAME,W I D M t d8• I,- 2 5-6040 THRESHOLD/FILLER, SOD MK!" PVC0 1 V�FIDOW mmsm 3 5-1722 BLOCK,FDB:D,SGD ALUM 1900 SW 44TH AVE. 4 H-6059 PANELTDP/BOT10M RAL 1 Tre' 4 211118' 5 H-6059 PANEL SIDE RAI,SGD N PVC �`-�¢��-' Ire• 1/8 OWWW.CWS.CC 3447d 6 H-8033 PANEL,INTERLOCK FIXED MICRON PVC L L,JL_JL_I�❑cl 7 H-BOW ANEL,AV IERL OPERABLE MKRON PVC PVC OUTER FRAME_8042 REINF.-1993 8 H-60131 WERLOCK, N MAC PVC mw PVC 9 76043 ASTRAGAL,SGO, MIKRON PVC FRAME CORNERS SLIDING GLASS 10 P3142 ROLLER,T SULUVAN TEEL 17/& 11 P3342 EAM SEALER. -6604 SCHNE 1 Ire"—� t Tre•� SCREWED(TOGETHER DOOR-IMPACT 12 P� SET.BLOCK,85 OUR.1/8• 78"XT FRANK LOWE RUB _ 13 P3488 S 532 ORP LAZE'N' SKA/HENKEL 7 b S VENT CONSTRUCTION 14 P3429 •O.Z70 X.187,BACK FNSEAL TRAFAB 15 P-163901#11%3t4vMAD PHA PS,TEK FASTENAL me Qji O • P-3557 t ■Z HEXHEAD TE TENAL ZING 3 9118" 39/Ir 3 SU18• Y • 17 P-3752 ILCAP PU/G 1/2'HOW • M&M NYLON • P-3767 X WASHER HEA TE FASTS L ZINC 178' w • 19 P-3789 8 DLE!LIT,QVC,WD AMESBURY S7 LI I r Ll 1!&' � •20 P-3792 3/4•'KEEPER see*** AME URY SS •• P-3793,JL01 HS&D 88 22 P-4136•#10 x 2 FEN HEAR PHIIo S FASTENAL I STE a PVC PNL INTERLOCK-6080 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-8033 R+ zz w • S-1775 REI RCEMENI NEL KEYMARK ALUM VENTS FULLY WELDED ¢ •24 H-1993 pF�FO 4L6%. PANEL ALUM 1:10 a 25 P-4295•FDeV PANEL • KEYMA ALUM • 5.1697 �1D PAN KEY RK ALUM 27 51930 PANEL TRACK, S4Y14,SOD,S01 KEYM ALUM 1/T 2' 21116'- 2 1116' 11116' ham- o • 29 S-1726 MENTA GAL,S KEYMARK ALUM • 5-1737 HRISE S L KEYMARK ALUM •30 5-6007•GLAMNS BEAD 1.801,SSD MIKRON PVC • S43041 SCREEN, MIKRON PVC tN •• 36048 �TWELD,S MKRON 33'18• 1118' 3118` z5� 21318" ,��+NiOREAy TGA• 33 s EE SHEET 1 tb16 Uts �_GT'r'��t;ENg Cy'= 34 H 6044 SCREEN CHANNEL MICRON tl6' 1118• t/e• :ti Ne 58201 %9 35 5-046 SCREEEN ADAPTOR MK PVC 35 4718 W BTP.,0.2`X 1.25-DUSTPULIG ULTRAFAB s 0. •4 37 51784 SILL THRESHOLD OOVER KEYMAR17 ALUM LL y 11 S STATE OF Fw= 39 P-4366 WSTP.,1•X7.1•XO.T TFM ULTRAFAB PVC INTERLOCK SNAP-6061 FDCED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HGHRISE-1737 �.� $0 P3302 TP.,0.330 0.187 BACK FN !LYRA 211ns �?�Fti•.1 O R 1p.►;.�a�r� 40 1 P-4179 IWEEP HOLE uuvl=H ISULWAN PVC 21/8` 314V 2• gyjB O,N„„ 1ne' T �3� �'^-'f--516• 1l2'�-I t 3�8' 13ryG � — — � I fns j� t31C 015 s/a the ROLLER TRACK-1930 1ne —— LUCAS A.TURNER,P.E. 9 ——— SILL THRESH COVER-1764 FL PE 0 58201 PVC SCREEN ADAPTOR-6045 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 7/8' 2111&, PH.941-380-1574 SinB"C� i]� 43/8" 23/18' ..._. Ire•qPt 7/111FI-11-lor yg SHCfT 1 1 114• 2 1 1. 3 811&, BOM AND EXTRUSIONS 1nG fns• Ire FIXED PNL SUPPORT-1722 118` ADE 08/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-8040 PVC SCREEN TRACK-SD41 0w0 r ,. GWS-298 B PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-8037 SHEET --- 1:2 4 OF 8 -- � �e•m� (TP) �- -rixMAX .C. I 4 (TYP) I YVINDOW BTETEMS 1900 SW 44TH AVE OCALA,FLORIDA 34474 WWW.CWS.CC II a"MAX. ( 1 a•MAX.O.C. 8900P•p�� C crYP) SLIDING GLASS DOOR-IMPACT w • • • • w in •••••• ••cafe •• •• •• •• • • • w • •;aces • • ••••i• •i'•i•• •••••• r••••• I += w 2 o F U • •••••• •• •ere•• Q Z s • • •• • ••• : s••• •e•• aaaaNapsW ir��4 se ease • • - - ANCHOfi uYOUi 3*l N10T1-,4: #-01 'Q- 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. po�4 6TATE OF flwM/ �biE`8•ti.G q;G r�� 2 SHIM AS CONSTRUCTED AT ACH HIGHSTALLATION DENSITY PLASTIC OR BETTER.HOR USING LOAD BE SHIMS SHIMS. ARE M ALLOWED.ABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN t/18•IS PRESENT. LOAD BEARING SHIMS SHALLBE �NO►Jn' 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S, 4/3/2015 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 TREATEDWOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. Fl-PE 858201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THEMINIMUM 1239 JABARA AVE, SPECIFIED IN TABLE 1,SHEET S. NORTH PORT,FL 34288 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS PH.941-380-1574 TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2'FOR MASONRY,1"FOR WOE AND METAL. NOTES DRAWN BY: DATE 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08/03/08 SUBSTRATES SHALL MEET THE MIMMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. uwus, n� 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B FWVAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FMA/AAMMWDMA 300(E)(TERKXR DOORS). SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE 2 VIV.MIN.-- MN.EDGE DIST. 114-MAX.SHIM SEE TABLE 1 YVINDOW II INTPRK)T MIN.EMBEDMENT 1800 SW 44TH AVE SEE TABLE i OCALA,FLORIDA 34474 WWW.cws.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 __----. 89M PvC PERIMETER SEALANT 0 11,V MAX.SHIM SLIDING GLASS IN INSTALLERIDE AND OUT IM , DOOR—IMPACT 27/16^MIR Kf N Lu i •• ALLATIdQMHC�i• i •••• INTERIOR o • TABLE 1 • • y •••••• MN EDGE DIST. i; • •••• • • • • SEALANT BETWEEN SEE TABLE 1 m • • • SILL RISER AND FRAME N • • •• • BY INSTALLER 0 O • 0000 •• •• • PERIMETER SEALANT BY INSTALLER a o y *GPro PAETER SLANT • INSIDE AND OUT `�' z W • a1'BJ.STALLER •• SEE TSUBSTRAABLE BY OTHERS �qq¢y O •i�%E AND OUT•• • • o a DO NOT COVER • • • HORIZONTAL SECTION • � HOLES • •• • • B P •• •� ru MI�N.TEMBEDMENT �6 f TYPICAL e • SUgaa--�ATE BY OAERS • • • ABLE IN p p • •69JTABLE 1 •• • • INSTALLATION ANCHOR SEE TABLE I IL—L. m d 4f• • e••• • • TWO ANCHORS PER • $�g LANT UNDE�SCH • • • 2 7118- MIN.EDGE DIST. FIXED CUP THROUGH • ••HERD BY 1 �EF�� • • E TABLE 1 PREDRILLED HOLES �� pG $ L�4p�� ••• Q&IERTIC� BECT L ION 114^MAX.9HIMICASILL ANCHORAGE FIXED PANEL MIN.EMBEDMENT 5*: * ;*G SEE TABLE 1 ' 6TATE OF jrAu TABLE 1:APPROVED INSTALLATION FASTT3♦16I6 FIXED PANEL/ EDGE DIST ~m'i'n �y0 R 1�lrQ�a& UB9TRATE E DIST. 12' BEE TABLE 1 (20 KSI MIN.) 3/16'r1W TAPOON 1' h'ifitmy% HOLLOW OR GROUTfLLED CMU(117 POF MN.) 3/18'fTW TAPOON 1' 3 1771a ❑ 4/3/2015 HOLLOW OR GROUTFILLED CMU(ASTM C4XI) 3/1W ELCO ULIRACON 1-1/4' 2-1/7 MAX O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/1W RLN TAPOON 1-" 1' FL PE A 58201 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-918' 1' 1239 JA13ARA AVE. 16 GAUGE(0.060')MIN,STEEL STIR 1110-16 Him KWIK-REX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,FL 34288 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW TFIRU 0. 7/18' CLIP ANCHORS MUST PH.941-3841574BE LOCATED A MINIMUM ...-......-. t/8"ALUM.(8063-15 MIR)OR #10 GRADE S SELF-TAPPM I FULL THREAD 7/18 FROM ANY MAIN FRAME DISTANCE OF 3^AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW IHRu 0.129' ANCHOR � QENERAL NOTES AND FRED PAN ANCHORS INTO: ELEVATIONS CONCRETE(20 KSI MIN.)OR 3/16'RW TAPCON 1" 3" INSTALLATION DRAWN BY: DATE-- HOLLOW TEHOLLOW OR GITOUT-FILLED CMU 117 PCF MIN.) ANCHOR(TVP) /-C-\HORIZONTAL SECTION ADE x/03/08 CONCFDED PANEL CUP ANOH FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE at_ V.: CONCRETE(2.85 KSI MIN,}OR 3/i6'ELOD ULTRACON 1-]J4' 2-]/2" HOLLOW OR GROUT-FILLED CMU ASTM C-90 CWS-298 B NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN,EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TA13LE 1. SHEET 1:2.87 6 OF 6