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WS-17-2649 Permit NO. WS-11-17-2649 `gNOREs.t,! Miami Shores Village Permit Type:Windows/Shutt, s� �r 10050 N.E.2nd Avenue NE r � YVorkC/assit�cet�n:,Shutters Miami Shores,FL 33138-0000 a Perrnitstatus:APPROVED Phone: (305)795-2204 �ORLDp' issue Date: 111812017 Expiration: 05/07/2018 Project Address Parcel Number, Applicant 373 NE 101 Street 1132060135230 Miami Shores, FL 33138-2424 , Block: Lot: MELISSA&RICARDO MAZZITEL Owner Information Address Phone Cell MELISSA&RICARDO MAZZITELLI 373 NE 101 Street (319)321-1561 (319)321-1561 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 26,800.00 SECURE WINDOW SOLUTIONS LLC (561)674-2809 w Total Sq Feet: 0 Type of Work: INSTALL 28 WINDOWS 2 SLIDING GLASS Available Inspections: No of Openings:31 Inspection Type: Additional Info: INSTALL 28 WINDOWS 2 SLIDING GLASS Shutter Final Classification:Residential Shutter Attachment Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-11-17-65582 � DBPR Fee $6.15 DCA Fee $4.10 11/08/2017 Check#:4218 $422.45 $50.00 Education Surcharge $5.40 11/07/2017 Check#:4214 $50.00 $0.00 T Permit Fee $410.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $472.45 r In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that-separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin t I authorize the above-named contractor to do the work stated. November 08, 2017 1 Authorized gnature: ner / Applicant / Contractor / Agent Date Building Department Copy November 08,2017 1 Miami Shores Villa e� g 1I01 9 0 AON Building Department 03AI3038 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)7614949 S-6 FBC 26Q / I BUILDING Master Permit No. Rc ��" '0�4C� $- PERMIT APPLICATION Sub Permit No. �`]�.BUILDING [--jELECTRIC F] ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ``—IPLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3-73 A/C /01 cl City: Miami Shores County: Miami Dade Zip: 2i 3 3 r Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE'. OWNER:Name(Fee Simple Titleholder):y't'/, (SSC, R Z("- /'`rC Z77 I Phone#: 3/9-3zl -/Y61 I Address: :34-3 NC �07,i S,L � f( City: YzaAg't (��u-r�-S State: d" Z- Zip: �3/�y r Tenant/Lessee Name: ! Phone#: Email: CONTRACTOR:Company Name: J'ECkkE Lji.'Jdv✓ So %J"0^5 Phone#: W-6-4Lc.ZS50ct rr � Address: S O S((��V✓ � Cl1'1 V e Q().--0C-'X0CityQ().--0C-'X00 6t' State: �1 Zip: �� u l Qualifier Name: (S%CkWjV\C( o�,f l--L4/ —11 Phone#: S61-s��•2�5�� State Certification or Registration#: Cy(— k-L 51 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: 'Address: City: State: Zip: Value of Work for this Permit:$'1.6�;so O Square/Linear Footage of Work: Type of Work: ❑ Addition 1�71 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: --r- ^Sk-cal g w:^JtiLJS cja � c) bre r / PAl L.", toe pc c Specify color of color thru tile: Submittal Fee$ Permit Fee$ f 0 ' CCF$ CO/CC$ Scanning fee$ Radon Fee$ �4• 10 DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) e I r Bonding Company's Name(if applicable) Bonding Company's Address `City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 1 I ,by �U day of G�0�0 20 by �u }1 is personally known to who i ersonally know to me or who has produced 'Pas me or who has produced as identification and wh ''�''�' identification and who did take an oath. �„ `O"A p6B�/, DAILANYS CAVEDA NOTARY PUBLIC: •°'_ Notary Public State of Florida NOTARY PUBLIC: WE Commission#FF 941756 ;;kOFFyd� My Comm.Expires Dec 7,2019 Sign: Sign: Print: ( 4 Print: �� o' ans Seal: _ csion #IFF 150570 Seal: Expires: SEP 16,2018 BONDED THOU •. •' IST FLORIDA NOTARY,LLC APPROVED BY �7' Plans Examiner Zoning Structural Review Clerk (Revlsed02/24/2014) 11/2/2017 Property Search Application-Miami-Dade County "RAISEa� .fi OFFICE OF THE PRAftPERT"Y' APPF i Summary Report Generated On: 11/2/2017 Property Information ? '' Folio: 11-3206-013-5230 ''", a � • 373 NE 101 ST ,; � W,�� " Property Address: «• �• Miami Shores,FL 33138-2424 r � � Owner RICARDO FABIAN MAZZITELLI �� ° i ► MELISSA C L MAZZITELLI .F Mailing Address 373 NE 101 ST MIAMI,FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ w Primary Land Use 0101 RESIDENTIAL-SINGLE .. / FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 ,.. Floors 1 Living Units 1 �-� a Actual Area Sq.Ft r, Living Area Sq.Ft tlt)f�i. Adjusted Area 2,344 Sq.Ft Taxable Value Information Lot Size 11,500 Sq.Ft 2017 2016 2015 Year Built 1951 County. Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015Taxable Value $458,280 $116,352 $115,196 Land ValueSchool Board $345,138 $287,615 $276,299 Building Value $163,142 $163,142. $163,142 Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value 1 $483,280 $141,352 $140,196 , City Market Value $508,280 $450,757 $439,441 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value $508,280 $166,352 $165,196 Taxable Value $458,280 $116,352 $115,196 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $284,405 $274,245 Taxable Value $458,280 $116,352 $115,196 Homestead Exemption $25,000 $25,000 $28,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Note:Not all benefits area applicable to all Taxable Values i.e.County,School Price Qualification Description pp � tY Sale Page Board,City,Regional). Corrective,tax or QCD;min 09/02/2016 $100 30225-2169 consideration 9 P Short Legal Description 09/02/2016 $100 30225-2173 Corrective,tax or QCD;min MIAMI SHORES SEC 1 AMD PB 10-70 consideration f E1/2 OF LOT 21 ALL LOT 22&W1/2 Corrective,tax or QCD;min OF LOT 23 BLK 38 09/02/2016 $100 30225-2175 consideration LOT SIZE 100.000 X 115 OR 15601-1218 0792 4 09/02/2016 $100 30225-2171 Corrective,tax or QCD;min consideration The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp, Version: r � r Miami Shores VillageINC. '9 Li Building Department sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �lORRvA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackr,4wled en . XA Qualifier/Owner Signature Date Print Name f c� Mazzitelli Residence 373 NE 101st Street Miami Shores,FI 33138 Window Schedule Mark Location Type Width Height Product Required Design Actual Design Inches Inches Approval Pressures Pressures Al _ Office Single Hung 37-1/2 48 16177.1 +40.1/-43.4 +70/-70 A mull Office 1-1/4"Mullbar 48 16-0218.03 +40.1/-53.6 +/-170 A2 Office Single Hung 37-1/2 48 16177.1 +40.1/-53.6 +70/-70 Front Door Swing Door 9 80 18320.2 +40.1/-43.4 +70/-70 B Living Room Single Hun 52-7/8 50-1/2 16177.1 +40.1/-43.4 +70/-70 Cl Living Room Single Hung 44-7/8 49-1/4 16177.1 +40.1/-43.4 +70/-70 C mull Living Room 1-1/4"Mullbar 49-1/4 16-0218.03 +40.1/-43.4 +/-156.1 C2 Living Room Single Hung 44-7/8 49-1/4 16177.1 +40.1/-43.4 +70/-70 B Living Room Single Hung 52-7/8 50-1/2 16177.1 +40.1/-43.4 +70/-70 D Bath#1 Single Hung 37 38-1/4 16177.1 +40.1/-43.4 +70/-70 El Guest Bed Single Hung 37-1/4 38-1/4 16177.1 +40.1/-43.4 +70/-70 E mull Guest Bed 1-1/4"Mullbar 38-1/4 16-0218.03 +40.1/-43.4 +/-170 E2 Guest Bed Single Hung 37-1/4 38-1/4 16177.1 +40.1/-43.4 +70/-70 E mull Guest Bed 1-1/4"Mullbar 38-1/4 16-0218.03 +40.1/-43.4 +/-170 E3 Guest Bed Single Hung 37-1/4 38-1/4 16177.1 +40.1/-43.4 +70/6-70 Al Guest Bed Single Hung 37-1/4 50-1/2 16177.1 +40.1/-43.4 +70 - • •.•••• A mull Guest Bed 1-1/4"Mullbar 50-1/2 16-0218.03 +40.1/•53.60 +/-170 L • • A2 Guest Bed Single Hung 37-1/4 50-1/2 16177.1 +40.1/-51% +70 T.-IG,• • • H Guest Bed Single Hung 37 50-5/8 16177.1 +40.1/- • +70 -70 •••••• H Master Bed Single Hung 37 50-5/8 16177.1 +40.1/-AWt • +70/-70 ••.• H Master Bed Single Hung 37 50-5/8 16177.1 +40.1/-55.6•• +70/-fO• • • • G Master Bath Single Hung 48 50-5/8 16177.1 +40.1/-443.4•• +70/-10• ••••• G Master Bath Single Hung 48 50-5/8 16177.1 +40.1/x5j.6•• +70/e4N • ••i••• Fl Nursery Single Hung 37-1/4 50-1/2 16177.1 +40.1/- +70/-70 •••••• F mull Nursery 1-1/4"Mullbar 50-1/2 16-0218.03 +40.1/-43.4 +/-170 • • F2 Nursery Single Hung 37-1/4 50-1/2 16177.1 +40.1/113.4• +70/-70 • F mull Nursery 1-1/4"Mullbar 50-1/2 16-0218.03 +40.1/-643.4 +/-ZIQ•• • F3 Nursery Single Hung 37-1/4 50-1/2 16177.1 +40.1/-13.4 • +70/*10 • • 11 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53P.6 +67.5 t•➢!! • • • • 1 mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1/-53.6 +/-129'.6 •• 12 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53.6 +67.5/-70 I mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1/-53.6 +/-129.6 13 Great Room Single Hung 37-1/4 63-1/4' 5823.1 +40.1/-53.6 +67.5/-70 Door 09 Great Room OXXO Sliding Glass Door 142 79-3/4 20838.1 +38.1/-49.8 +50/-50 Il Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53.6 +67.5/-70 1 mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1/-53.6 +/-129.6 12 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53.6 +67.5/-70 1 mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1/-53.6 +/-129.6 13 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53.6 +67.5/-70 Door 08 Dining Room XX Sliding Glass Door 71-1/2 79-3/4 20838.1 +38.1/-41.5 +50/-50 D Kitchen Single Hung 37 38-1/4 16177.1 +40.1/-43.4 +70/-70 D Kitchen Single Hung 37 38-1/4 1 16177.1 +40.1/-53.6 +70/-70 F i l ll. . C !F49 Im 18 t STREET,MIAW SIIORTES,EL. EXIISTIN 0SyZq%*�TU5RIDEyt,�R u ,,APPROVED BY =�DIf1G,IW0 MrO•,R V' ST R6I L94rt¢F • • • ••• • ••• 4:xtSilx4• ,0.0, " d �•C-,y,®,Wd SOfS 9 •• •• • • • •• i -w-L ELppRI R T REC iMtES nMT 3VrrCHE2. I 0 E suMi.r rtpm I. delDc ro • • • • • • • • • -x TIT—. T g n E 0.0 - u1D DMTVtppMS RExpDCLING . .S.p � YaF� • • • ZONING DEPT a" o R D,n..T�,]S,E,E�pTED Tp Cxl, R�.Iw M pg EL RILL SYSTEM CVEECi[D rp i E%ISTMI Z 7 }:mrm"r,slum,14P „ ••• I�oR.®•I•a�� ••• • E� v ssev z<Im sous \ inxRv,ii * C N . � � � �° �,RE BLDG DEPT = t MD EIMTERIV ililpx $ Y N ` rz 0. Y �M�D MMIN - I=LVID.. ",sv mxT.mr Mrma sii�rt sEL„"Ww sIULL REM,Ix LxOO RLEnpx G7 w ••• • i"'••• • �� • GENERALNOTESp Z m m Y 0 „ • • �. • e •• • SUBJECT TO COMPLIAJ\ICF WITH AI_L kISTU 11TRUTOK...TO, ImED Y aCDi - a a w Y'�ry • • "• • • •• • • E%ISTpL KITCHEN TO DE REIMIRLLCO MIpV T ALN • • • • • • • _ _ RMEET HETML RE _.D,C%ER,i M v L C,BIIEr, W . METAL STUD DETAILS ••TADDDR HEAD,MLLI& JRM O •• STATE AND COUNTY RULES A0 RF .Y"'°.]'CE1"H`}fE".`,"� U ... .. MROVItt Exxwsr vcxT muT EOR HEUD C "s:RRa"'T�RCR—SMw EL�mD I.T.RCiERR T Z w /., — - I CxISi1N4 vmD RmR I—TO D[Rfl„SHED W Of w W 7 ; Q[6ti USEvOR%DY p1HERS ^ � Lh •RECEIVED (/�' K CaDENSI]K V,IT.MDDIEY RISERS,S REWIRED.MM]' ' w J rznMvx c\� MCv xITO S GT HE rp STMI[TIRN.DR,"KIW MEE SCOPE U LS 1M LN N LL V REr[R E s]RLC ME P+a ST Em�,MR RCIrE r.I ll Ie I MY.CCRapE nmrt TILE. O J 0 7 ti J ui Ln rrOV O 7 ZO1/ s a o—,rte W m DOOR SCHEDULE N �M '.fie w eM N Mx Q " O O x„Mn�„`I� MEv 4 ®Yo „ r.rtt ``/ I -s-L r-It U.;; IT p� v -a® r-R n vvu o a ,aw vTv a�� I ® 0ME rq o . Ooi sM, Mr eRDMDDx uME. 4 I MIT M»w Ra I ® m >< EIE c. PURPOSE ® w ¢wR _ LL w wart ME RpC w nE ,J. � I a _J „ 9 wET.4, 4 RDDIT DM WINDOW SCHEDULE TO LL vK, E � Ecn R z ti ov o © 0 0 0hei- IT ow J a w U Kj a cnE= LEGEND ' JOB NVMBER " DB-0038 VzM PROPOSED FLOOR PLAN NORTH �°-IIx_'1''0' A-2 . . ••• • . . ••• . . . . . . . . . . ••• . ••• 3 • • • •• •'• •• �mK' WINDOW PRESSURES DOOR PRESSURES • • • • • • • • PRESSURE PRIIIIIII PRESSURE PRESSURE ZONE +PSG -PSF MN +PSF -PSF � • • • ! YB +10.1 -13.1 D1 +3R.1 -11.5 � WZ O . • • 5 WZ f10.t -53.6 03 +3R.1 -19.8 - W1 CO2 W1 W1 W1 . • • • • ••• CO2a „� Hlt NIZ SEE ELEVATION PLAN FOR DIAGRAM U Wt WZ Wi Wt Wi 1. SEE ELEVATION PLAN ABOVE FOR ALL CONDOMS AND DOORS PRESSURE LOCATIONS D2 Dt D1 D2 Dt D1 w m 2. ALL L BE PR AND DOORS SHALL C IMPACT RESISTANT. EXACT SE SHUTTERS SHALL BE PROVIDED.SEE MCHITECNRAL DRAWNCS FOR EXACT REOUREMENi. 3. WN00W5 AND DOORS SMALL BE IN A—OANCE WN LOCAL—DRIG CODE, 0,a 8 CONTRACT DOCUMENT MIND LOAD REWIREMENT AND MANUFACTURER'S SHOP W 4l� DRAWNCS. W I w 4. TUZI NT CNC SHALL BE IN ACCORDANCE OMHER PREFERENCES SAMPLES WTH Z N n SHALL BE SUBMITTED TO OWER FOR APPROVAL 5. CONTRACTOR SHALL COORDINATE ALL EXACT SRM OF CONDOMS AND DOORS ROUGH SOUTH ELEVATION OPENING WTH ARCHITECTURAL DR-NDS AND MANUFACTURER IN SHOP DRAWNGS. Y ti h Scut'p._!_c to s Kim NWJ Ir m'.) m-Mtrlr- ro CO2 Wi Wt TW1 CO2 Wi CO2 M wt W1 D1 ® CO2 w2 a -1 LL Di w I-W o0 WEST ELEVATION EAST ELEVATION z w N ~ MQ - -tm.Ma wt wz0 0 © wt wt wt wt wt wz © wt wt wt wt wt wt n + 37 PSF - - s l'l' ;r Hill ff�-- 1 NORTH ELEVATION ,RAF,�.•_,-R s S-6 11/1/2017 Florida Building Code Online a � BCIS Home I Login User Registration I Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff I BCIS Site Map Lir F nda 1 4 0Product Approval USER:Public User L AOkspm�l Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived F-1 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue :•••:• Ocala, FL 34474 ' ' ' "� •' (352) 368-6922 E •• • • • • CC •••••• • •••••. • Authorized Signature Kevin Pine •• • • • • • kpine@cws.cc "" "" ";"• •••••• ••• • ••••• •• •• •• •••••• Technical Representative Erin Koss • • Address/Phone/Email 1900 SW 44th Ave. • • • • •••••• Ocala, FL 34474 •••••• (352) 368-6922 Ext 291 : • • • :•••• ekoss@cws.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 Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licel Professional Engineer O 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 O Validation Checklist- Hardcopy Received Certificate of Independence FL16177 R1 COI EvalRep CWS-812B lSH-8100. IMP, NoSillAn Referenced Standard and Year(of Standard) Standard AAMA/W DMA/CSA/101/I.S.2/A440-08 https://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPjuPdYuGeM3yYul882%2bJrew%3d%i3d 1/2 11/1/2017 Florida Building Code Online ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Equivalence of Product Standards Certified By 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 Date Revised 09/28/2017 r Summary of Products •••••• FL# Model, Number or Name Description •• •••••• • •••••• r .1 SH-8100 PVC Single Hung SH-8100 PVC Single4orog Impact Resistant dows of Use Installation Instrucllonsoved for use in HVHZ:Yes FL16177 R1 II Cbl•-812B (SH�'lUG. IMP. epth V oved for use outside HVHZ: Yes Verified By: LucM"•1tljner 58TOt•ct Resistant:Yes Created by IndePande�lt Third Party:•lfes ••••n Pressure: +70/-70 Evaluation Repglg,..r: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE*DuPor>t PVB I_OA Q-0129g required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE valRe CW •8+1.2 H-8100ies to ASTM E1300-04. NoSillAnch).Ddf ; . • ••: FL16177 R1 AE land MikrtM I?17 0 • Created by Independent Third P S 75�;� Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Stz Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addre� one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to su address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chz please click here. Product Approval Accepts: ® ® o Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPjuPdYuGeM3yYul882%2bJrew%3d%3d 2/2 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". -51718"MAX.UNIT WIDTH SINGLE HUNG 4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER N INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. o r° 63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o m MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y I- OVERALL I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. HEIGHT N O UN z B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m o GLOSS NOT REQUIRED. c Ln N O Z > 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTw ¢ O wcc 61 3/4" i I USED AT FIXED MEETING RAIL AND JAMB. a Q MAX. w 2 HEIGHT UNIT 8.SERIES/MODEL DESIGNATION SH-8100. a p U 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a ¢ X=OPERABLE SASH,O=FIXED SASH m ¢ O 30 3/16" i I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z MA 26 7/8"SASH `, I GLASS LOCATION. ,��+``NEWr4p, pR HEIGHT Y I DLO ��c>P.......... B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. :Gp �.,Qty ^ I I C No 58201 '�1S L, I 6 =* u I Lucas A. S 913�: STATE OFTurner n - -- - 2015-04-11 .. O.. �� . A � S�ONA •• 6 15:15-04:00 rrrrnnn�++`� 451/16" GLASS DLO 48 3/8" 4/11/2015 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#5820V •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • SHEET DESCRIPTION: • • • •• GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRI•S9ME •• ••• ••• BAT- 06/18/12 GLAZING DETAIL.........:.......................2 MAX.UNIT SIZE . • .IraPAC�RA�NG DWG M: REV.: SECTION VIEWS.................................3 RATIPIta • EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-7U PSF • 412%RtIE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CStEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT M OD 11 O � H Q o � O 7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Q } '7 Wmm 1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U N Z 7/16'AIRSPACE 7/16"AIRSPACE LL o O > N Ln 5/16'LAMINATED GLASS 5/16"LAMINATED GLASS I o Z > 1/8"ANNEALED 1/8"ANNEALED a j O cc .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a L LL Cr 1/8"ANNEALED 1/8'ANNEALED p 0 DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 4 PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 m ¢ Z ,��4Pp10REW i��i', 14 1/2"GLASS BITE 14 1/2"GLASS BITE �?.-*�G E N L'Qy�i 48 48 , v: No 58201 X15 3 *' * •:*� 1 1S 9O; STATE OF 0 ,��i,(cS k.�O R 1 Q e'0N��, FIXED LITE SASH LITE 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 ••• • • • • • •• 1239 JABARA AVE. ••• • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • SHEET DESCRIPTION: •• ••• •• • • • •• GLAZING DETAILS DRAWN BY: DATE: • ••• • • *:0 ••• BAT_ 06/18/12 • • • • • • • DWG REV.: •• �• • •• i i • i• i• CWS-812 B ••• • ••• • • • SCALE: SHEET 1:1 20F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR _ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 W S.CC 45 3 53 1 38 13 3 3 4 45 8100 PVC 70 ® SINGLE HUNG 0 IMPACT as In N O � Q 1a 3P w m m 3 14 54 14 65 66 63 19 4 SECTION B-B UN O 5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m o RIGHT SIDE SHOWS SASH SECTION VIEW. v R > w ¢ 0 w a c0 a 14 39 w z Q U 40 < OU U Bw 72 71 3 INTERIOR m ¢ z 9 46 ,`�•��PpIORE 6 8 �JGp� E NSF v:• No 58201 9 STATE OF .4u ` 53 '14 (u 65 10 ��i F •L OR 66 ,i��SS��NA��`1��,• 6 3 3 3 4/11/2015 18 6 LUCAS A.TURNER,P.E. 2 74 FL PE#58201 3 •• •• 1239 JABARA AVE. 30 • • • • • • •• o • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: • ••• • • ••• ••• _ • • • • • — • • – – BAT 06/18/12 • • • • • • • • • • • • • • • • DWG#: REV.: NOTE:'ITEMS NOT SHOWN FOR CLARITY: • •• • • • •• •• CWS-812 B ••• • ••• • • • 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1.2 30F6 ••• • • • • ••• ! • • • • • • • • • • • ••• 0 0 • 000 0 0 PARTS LIST FRAME CORNER REM PART# DESCRIPTION VENDOR MATERIAL31/8^ CONSTRUCTION 1 H-6031 Main Fc,SH,w/Flg.,PVC,Head Mikron Vinyl (rithn)1cYlSv Lp�`(-1"(�� 2 H-6031 Main Fr.,SH,w/FI PVC,Sill Mikron Vinyl WINDOW SYSTEMS 9•. Y 1 15/16" 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 --23/16^ 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474 8 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' 1 5/8" 1 5&' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16° 1/16^ 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl Lr L 1/16" C(ALL SIDES) 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl ( 1:9 > SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl n cN 19 5.6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2" c, ib ui 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl3 o o r p 23 H-1699 Reinforcement,SBR Keymark Alum 7/8^ 13/16' 71 24 P-2190 Balance BSI 9/16""1 ¢ } 25 P-3059 Sash Cam,PVC BSI Plastic 73 w m m 26 P-3046 Take Out Gip BSI SS 1 5/8" 2 1/8" 1/16" FIXED MEETING RAIL to 1/16" SCREWED TOGETHER WITH O Z 27 P-3783 Lock,Impact,PVC Interlock 1/16" OUTERFRAME °° c O 28 P�069 Keeper,Impact,PVC Interlock Zamac 1:8 a V1 30 P-3215 Weep Cover w/Flap Gaer PlaStiC REINF.,IMPACT HOOK-1112 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ 0Cc LU 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel ao c�7 a- 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16' 9/16' z U 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" 1 1/8" 1 1/8"y o O 5/16" 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 72 1 ¢ 0 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5/ts' 19 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16" 045 1/16• m ¢ z Ft, 58 P-3847 8 Temporarya Blk., 8LbID. NFR8"x 8flex 552 or Purfect e 2 Lg. SIF.Lowe el Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �p�NG E NH'"011111611'TG�p��i ( ) `\ 52 P-3613 CWS Lbl.(logo) Pro Label 5/8- :J;' t�. 3/4" 3/4" 1/4" �: NO 58201 p G 53 Sash SEE SHEET2 GLASS 3/16" 54 Fixed SEE SHEET2 GLASS (VI/163 56 P-3281 Spacer Duraseal 19 15/16" 1" 9 7/9' :.G= *4U1:- 62 a� 'P t STATE OF ;4U� 62 P-3218 Screen Frame,Horiz. Allmetal Alum T 1 16" tns �— 0. c �. 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 ��iiF""4 O R 1I e'0� 2`� 64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.R./S.S.R.-1498 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z� 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail 1 Keymark Alum 0 3/1 g• FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl O NORTH PORT,FL 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook K34288 eymark Alum • ••• • • • • • • PH.941-380-1574 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel • • • •• • • • • • 1/2" 3 SHEET DESCRIPTION: 1 5/16' • •• • • • • 000 • LINE ITEMS NOT USED: • 5 ••• 3/16" BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 " 7/6" 1/16" l O 0 } OF SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK • •••" — • • ••• ••• BAT 06/18/12 S-1577 • • • • • • • DWG#: REV.: •• • •• i s • CWS-812 B SCALE: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ••• • ••• • • • SHEET 1:2 4OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 6'MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 I I SEE NOTE 2 8100 PVC MAX...C. I I SINGLE HUNG (TVP.) L O INSTALLATION IMPACT ANCHOR(TYP.) IA N I I _ o m F o � o —�MTGRAJL ~ 4-(TYP.)J w m }T-- m cl) I I m a Z o 0 < N !n Y o ° > 101/2" /\ ¢ ¢ O 2 MAX.O.C. a 7 (TYP.) o 0 a_ I I H Z I I w w w ¢ 0- 4'(TVP.) –– –– –– m ¢ z 4"(TYP.) NO ANCHORS REQUIRED IN SILL— ��IDRE W 'p5 P..........rG�,��i ANCHOR LAYOUT-(FLANGE) :IJV: ?c<` Z-: No 58201 NOTES: 390 STATE OF :40� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. �i�c<`S... 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE lelNA;I?,,�� 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 6. 4/11/2015 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 TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INST%LJPTQW4 ASD 4ICHQRS SjIAI4.NO-,V USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. • • • • • • • • • PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRE I E%MU 6� ,N%S,ElABID 1 SHAL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X–-' Do H P Dj1r,1rAND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE 4CHI=ECT OR ENGIN5EROF RECORD ANDtlNSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 " Dwc x: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCREdrE AND MASANFW SWEISTRATES MA ANOT BE CRACKED. • • • • • • • • • CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE�j1jJE B1'�fHERS� LOEVy,Vt�THE CIiENT0I�RSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FtiIA/AAM_/WDMA 30b(EXTERIOR DOORS) 1:15 50F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE CStEISM MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CW S.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC BY NSTALLER SEE TABLE 1 INSIDE AND OUT INSTALLATIONSINGLE HUNG SEALANT BEHIND SEE TABLEANCHOR IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM J Lf) N a w ¢ opo PERIMETER SEALANT Y F BYNSTALLER f ¢ INSTALLATION ANCHOR INSIDE AND OUT w m m SEE TABLE 1 SEALANT BEHIND C/) FLANGE BY INSTALLER LL N 0 p N (n CONTINUOUS DOUBLE 3/16"BEADS OF B HORIZONTAL SECTION N o Z j 6 TYPICAL JAMB ANCHORAGE wLLI TR EVE LAZE U1600 SEALANT AROUND w ¢ O Ir PERIMETER AT ALL INDICATED POINTS a BETWEEN FRAME AND BUCK BY INSTALLER. w LL Q U 1/4"MAX.SHIM o O m SEALANT BEHIND z) ¢ O FLANGE BY INSTALLER 10 ¢ O z PERIMETE BY WSTALLER ALANT SEE TABLEMIN DMENT ��,NDREW�",i' INSIDE AND OUT i v: No 58201 `�1y SUBSTRATE BY OTHERS _ _% SEE TABLE 1 MIN.EDGE DIST. =v cz SEE TABLE 1 9 STATE OF .4. �A1 VERTICAL SECTION .,��•••F "•[b� 6 TYPICAL SILL ANCHORAGE •C p R 1 p P•l�'�`� 1,18111118111 0 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. C KSI MIN. 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288 • • •IN•IDE AND OUT HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW T 1" • • • • • • • • �1 PH.941-380-1574 CONCRETE 2.85 KSI MIN. 3/16"ELCO ULTRACON 1' •1• • • • • • • BO FRAME INSTALLATION ( ) • • • • ••• • 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: Smt_nco UL • • • • • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON •• • • • •• INSTALLATION DETAILS 2X MIN.SOUTHERN PINE'(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE-(0:060")MIN:STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD • ••• • • ••• ••• BAT 06/18/12 33 KS SELF-DRI RU 0.060" •'/16"• • • • MIA1.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: • • • INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8"ALUM. 6063-T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD • • • • • • CWS-812 B ( ) • 7/16"•• • • PF j UCI.•�1CHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 000 • •• • SHpWN FZ1R FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 ••• • • • • ••• • • ••• • • • ••• • • 11/1/2017 Florida Building Code Online M. 46 pr fAdtiiiiiJiiiii BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I lir bFlondcda y �� *Product Approval USER: Public User L•^; d Fps-„au r,gArs Product Approval Menu>Product or Application Sear List>Application Detail ► = FL # FL5823-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived _ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 i;.• ;• kpine@cws.cc • • • •••••• ••• • •••••• Authorized Signature • kpine@cws.cc •••••• •••• •••• • • • • • • •••• •••• ••••• Technical Representative Erin Koss Go:**: ••• • ••••• Address/Phone/Email 1900 SW 44th Ave. •• •• •• •••••• Ocala, FL 34474 ***see • • (352) 368-6922 Ext 291 : 0 : . • ••••:• ekoss@cws.cc see '••'•' so 0 000 9 } 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 Single Hung Comp Ian-c-e thod------.-----.— Ev Ion Report from a Florida Registered Architect or a Licei Professional Engineer CJ 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 Validation Checklist- Hardcopy Received Certificate of Independence FL5823 R7 COI EvalRep CWS-155C (SH-8100 Imoactl Ddf Referenced Standard and Year(of Standard) Standard AAMA/W DMA/CSA/101/I.S.2/A440-05 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw°/a3d 113 11/1/2017 Florida Building Code Online { ASTM E1300-04 " ASTM E1886-02 ASTM E1886-05 ASTM E1996-02 ASTM E1996-05 PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 Date Revised 09/28/2017 Summary of Products • • • ••• •• •• • • • • FL# Model, Number or Name Description •••••• • •••••• • 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single.H urg (Impaql•• •••• Limits of Use Installation Instnsations Y•••• ••••• Approved for use in HVHZ: Yes FL5823 R7 II C"&-•CD5C (S4i•8100 Impact)qsalf Approved for use outside HVHZ: Yes Verified By: Lu W0,%..rurner 582(x].: .••••. Impact Resistant: Yes Created by Ind�Reer&rt Third Pa;ty: Yes 0' Design Pressure: N/A Evaluation Reports • • Other: Large Missile, see installation dwgs. for Max. size and FL5823 R7 AE DuPont PVB [1QA•;-*-0129027.*df DR Outer lite in I.G. must be safety glazed when used above FL5823 R7 AE;Evalftap CWS'-155C (SH-8 ".1A& 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE 08andx (Mikfdrfl�NQA 124017 02 Created by Independent Third Party!Yes 5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double Single Hung), ImF 1/8" x 63". Limits of Use Installation Instructions i Approved for use in HVHZ: Yes FL5823 R7 II CWS-440B (SH-8100. IMP. 74x63 Approved for use outside HVHZ: Yes CONTHDSL).pdf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. Evaluation Reports must be safety glazed when used above 30 ft. in HVHZ. Glass FL5823 R7 AE DuPont PVB NOA 13-0129 27.pd complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-440B (SH-8100 IMF CONTHDSL).Ddf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02 Created by Independent Third Party: Yes 5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double SIngle Hung), Iml 1/8" x 72". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R7 II CWS-491B (SH-8100, IMP 74x72 Approved for use outside HVHZ: Yes CONTHDSL).pdf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" x Evaluation Reports 72 Outer lite in I.G. must be safety glazed when used above FL5823 R7 AE DuPont PVB NOA 13-0129 27 odf 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-491B (SH-8100 IMF CONTHDSL).Ddf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02 Created by Independent Third Party: Yes ht,tps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw°/`3d 213 11/1/2017 Florida Building Code Online 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R7 II CWS-295D (SH-8100. IMP. 52x96). 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: Large Missile, 52" x 96" w/ 5 HI sash, +/- 70 psf. FL5823 R7 AE EvalReD CWS-295D (SH-8100. IMF ,FLANGE ONLY. Outer lite in I.G.must be safety glazed when 52x96).odf used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7-AE Kurarav PVB NOA 14-0916 10.Ddf FL5823 R7 AE Kurarav SGP NOA 14-0916 11.Ddf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02 Created by Independent Third Party: Yes Back Next Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Ste Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addreE one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to su address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chz please click here. Product Approval Accepts: Credit Card ...... :"'"" ....:. Safe •• •• •• •••••• • f { https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw°/a3d 313 . ... . . ... % .. % .• • • ••• • • • • ••• SINGLE HUNG - LARGE MISSILE IMPACTGENERAL NOTES: �'�Dflfl SHOWN w/DIFFERENT OR N$ • • w • ••I*THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS *TC,COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT • • • • • . • • • 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 34474 • • • • • / •• ••• • • ••• • IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 54 3/8" 7114- 2.GLAZING OPTIONS:(SEE SHEET 2) OVERALL FLANGE WIDTH 8100 PVC ------531/B-MAX.UNIT WIDTH-1 ••t8VEQALI�FUj trbwI:% :• ••• 3.CONFIGURATIONS:"O/X•. SINGLE HUNG 4.DESIGN PRESSURE RATING: . ---- 48,5/,s- ---- I� •• -�•��: `-�• • GLASS DLO �; • • • • • • .'• • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT —! i,•• GLASS TABLES ASTM E-1300-04. MAX•UN`l%DTH• it • -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER v> co i 1 31_L3/_76' --- i�� INFILTRATION TEST PRESSURE AND GLASS TABLES a w 771/4 GLASS DLO ASTM E-1300-04. o 0 0 MAX. I I 0 OVERALL I I A j I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Yw FLANGE m I O I I �— -— - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 2 W o } DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w F Q 33-t I -I- ANCHOR CALCULATIONS. I to 63 1/4' GLASS OVERALL I I I m w w Z 76• I I DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARYv c ¢ O MAX. I HEIGHT O LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL o o m 27" j UNIT N N LL Z HEIGHT B2 B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO w w w O ¢ MAX DLO HURRICANE WINDS AND FLYING DEBRIS. a W LL a UNIT I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w w Q i HEGHT I I I + USED AT FIXED MEETING RAIL AND JAMB. < a < 0 B I 6 Ia a a w 37 516' I I 8.SERIES/MODEL DESIGNATION SH-8100. > MAX. C 34" .. SASH " 6 GLASS U OD Q O J` i 39�S C I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: Z HEIGHT D DLO MAX X=OPERABLE SASH,0=FIXED SASH I SASH X 27 N1u16011 j 6 HEIGHT I I GLOSS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,,%.�y`p.NORE4y��,,o I 4 I I I I LOCATION. J _ JVP.r��OEN,SF...Qy� ----- --1- 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. v: No 58201 S p C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". Z-0; :a J '9; STATE OF 141 463/8" --- -- 28' -- i0,p'.,c 0..•��` r GLASS OLO GLASS DLO i00F"' R��''�Q��•` -— 491v1s -- 31.5x6 — Lucas A.Tumer ";'T ONAI.�. � i MAX.SASH WIDTH MAX SASH WIDTH 2015-04-09 11"f11"'t``" 12:43-04:00 X:I—, 4/9/2015 LUCAS A.TURNER,P.E. FL PE It 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND RATING LOCATION MAX. UNIT SIZE IMPACT RATING TABLE OF CONTENTS ELEVATIONS NON-HVHZ +/-65 PSF DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 53-1/8"X 76" ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/- 67.5 PSF DWG M: SECTION VIEWS 8 ALT.fRAME........3 ARGE MISSILE IMPACT EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF CWS-155 C ANCHOR SCHEDULE&NOTES..........5 36" X 62" Std: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF s . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ------ ---7/8'OVERALL INSULATED GLASS • • � 704 OVi ERALL INSULATED GLASS Ili/I •• • • • • • • WINDOW SYSTEMS --a1/8'ANNEALED • • • • 1/86 ANNEALED 1900 SW 44TH AVE. �--- I---7/16"AIRSPACE • • -- — •--71/16'AIRSPACE OCALA•FLORIDA 34474 4- -I---5/16'LAMINATED GLASS 000 ••• •• 5/16"LAMINATED GLASS www.cws.cc --- - --------1/8"ANNEALED 118*ANNEALED • I 8100 PVC i 090'PVB INTERLAYER BY DUPONT ••• ••• •• •b4o"PVB INTERLAYER BY DUPONT SINGLE HUNG �--1/8"ANNEALED •• • •• - ----T/a ANNEALED IMPACT DURASEAL BY TRUSEAL • • • • • •-- - �URASEAL BY TRUSEAL •• • • • F18 PURFECT GLAZE'H'OR SIKAFLEX 52 (18`PURFECT GLAZE"H"OR SIKAFLEX 552 �n o III —--�- --- --T o 0 o Q 1 1/2"GLASS BITE 1/2'GLASS BITE o o O Y LL w .. - w F- ¢ m z F m w O 4 O U >Lb N N m w Q Q Q O Q w w w F a 0- a a 0 w w _ w w w � a ¢ a y GLASS TYPE A a a a w GLASS TYPE A SASH LITE FIXED LITE U m ¢ O z 7/8'OVERALL INSULATED GLASS .%'NERAL.INSULATED GLASSE W ---i—1/8'TEMPERED - - --1/8"TEMPERED •j�PG;��GENg� i t No 58201 :P I 7/16"AIRSPACE 7/16'AIRSPACE 5/16'LAMINATED GLASS 5/16'LAMINATED GLASS b __: —1/8'ANNEALED - ---118"ANNEALED '0'. STATE OF •:X111` .090"PVB INTERLAYER BY DUPONT "PV INTERLAYER BY DUPONT .....�, O R 1 O - ---1/8"ANNEALED - �--1//8"ANNEALED �'4S DURASEAL BY TRUSEAL - ----DURASEAL BY TRUSEAL Z PURFECT GLAZE'H"OR SIKAFLEX 552 ��&PURFECT GLAZE-H-OR SIKAFLEX 552 4/912015 --T ------- LUCAS A.TURNER,P.E. FL PE#58201 1 1/2"GLASS BITE 1/2'GLASS BITE 1239 JABARA AVE. 1 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: n O GLAZING DETAILS a �lfl DRAWN BY: DATE: ADE 06/10/08 7 DWG#: .. GLASS TYPE B CWS-155 C GLASS TYPE B SASH LITE 8C L SHEET FIXED LITE 1 1 2 OF 6 . . ... . . : ... .. .. . . . % .. . . . . . . . . . . . . . ... . . . . ... • • • ••• INTERIOR WINDOW��• WINDOW SYSTEMS 1900 SW 44TH AVE. *- 21 15 3• OCALA,FLORIDA 34474 • WWW.CWS.CC41 8100 PVC • • •• ••• I • SINGLE HUNG IMPACT m/ a � o\ 12 20 26 0 o O ! SECTION VIEW B-13w o w t ¢ m \ -- -- NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m RIGHT SIDE SHOWS SASH SECTION VIEW. LL LL o O 1 30 < o v V_1 N N LL Z > 12— ¢ ¢ ¢ O w 38 � a a a CE 37--- 29 a o a o w w w U 5 cnw j 7 INTERIOR > j � o / 32- Ir U m d O 46 19 aaaaa`PNDRE1N T��O �S: No 58201 8 13 X90. STATE OF ••�: 12 L i .(�" p •COR ynI ONA�ECAaaa U ,4T 25 O 1 LUCAS A.TURNER,P.E. ao FL PE#58201 O p / O 16 1239 JABARA AVE. 2 -- NORTH PORT,FL 34288 PH.941.380.1574 41 SECTION VIEW C-C S EET ESGRIPTpN: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62 DRAWN BY: DATE: FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWCM: .. ITEMS NOT SHOWN FOR C CWS-155 C 22,27-28,33-37,43-45 SHEET 1:2 30F6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PARTS LIST FRAME CORNER ITEM PART If DESCROMON MATERIAL VENDOR 3 1/8' CONSTRUCTION 1 H-6031 Frame Head,FI9.Single Hung PVC MIKRON • • i • ••• • ••• 2 H-6031 Frame Sill,Flg,Single Hung PVC MIKRON •• • • • • •• • WINDOW SYSTEMS 1— • 1 • • •`�y15/160 • --2 3/16'-- 1900 SW 44TH AVE. 3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON • • • • • ;• j 4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK • • 2 • •T• • 7— OCALA,FLORIDA 3447a ••3 • I•�--- •• • 6 WWW.CWS.CC 5- S-6063 Fixed Rail Cowr - PVC - MIKRON 8 6 H-6027 Sash Top Rail PVC MIKRON 2 11/16" 1 5'8' 1 5/8" j 7 H-1497 Reinforcement for STR ALUMINUM KEYMARK 1 1/16" 1 8 H-6028 Sash Bottom Rail PVC MIKRON I O • • • +• • 1/161 1/16 1 CORNER WELD 8100 PVC 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK • • • • •T • • (ALL SIDES) SINGLE HUNG • ••• • • • • •• • t 8 IMPACT 10 H-6004 Sash Side Rail) PVC MIKRON • • • • • •• • • 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-60, • • • •PVOSALH IbTM.RAIL-60/8 PVC SASH TOP RAIL-6027 •• • • • • • ••• •• 12 S-6064 Glazing Bead PVC MIKRON v m 0 13 P-3118 Keeper,Sweep Lock ZINC I SULLIVAN A ;5 izz ui 14 P-3541 1#8 x 1/2",Pan Head,Tek STEEL FASTENAL22 i ~ 15 P-4632 Sweep Lock ZINC SULLIVAN 31/8__ y o - 0 0 16 P-4633 Barrel Fastener STEEL FASTENAL T——--- y� --1 112 w W 17 Block&Tackle Balance STEEL CALDWELL _. w F ¢__m_ 1 3/16'-- 18 Purfect Glaze"H"or SikaBex 552 SILICONE HENKEUSIKA FIXED MEETING RAIL in 19 Sash SEE SHEET 2 GLASS CARDINAL i 10 i I a SCREWED TOGETHER WITH m m w Z OUTER FRAME LL LL W _O 20 Fixed SEE SHEET 2 GLASS CARDINAL 1 1116' 1116 t:8 < u D 21 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB 3 9/16" O 1 518" 21/8 - - m z > 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL q t/t6' I w w w U � 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL I (--- o 0 o a- 24 Flat Washer STEEL FASTENAL - -- w w w Q 25 S-6014 Screen Catch PVC MIKRON PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 p p p In 26 S-6013 Screen Support PVC MIKRON > > >o 27 P-4051 #8 x 1 1/4'Ph Fh TEK,Wht. ZINC FASTENAL PVC FRAME FIN-6046 - .. 28 1 P-3748 1#6 x 0.625"Quad Fh TEK,Wht. ZINC I FASTENAL U m ¢ O 29 P-3783 Impact,Lock STEEL INTERLOCK ++++amhrrr� 30 PA069 Impact,Keeper STEEL INTERLOCK 1 5/16^ 9 f6'- -1 ve"-+ % 'ADREW '11, 31 P-4264 #8 x 3/4 FH PH w/#6 Head,TE K,Wht STEEL FASTENAL �y t/2'--- 11/8" T— 5116"7 I I OVP,r��O 58201 •Q2y� 32 P-3218 Screen Frame ALUMINUM ALLMETAL 4 I 5� J;' t�. 33 P-3321 Screen Comer KeyPLASTIC M&M 7 -- No 58201 7/8' 34 P-3228 Screen Spline RUBBER DAPA +_ �— _ 1141 35 P-3581 Screen Cloth VINYL WIER - —1116 -- -1/16" �•: W� 36 P-3033 Screen Spring STEEL HURLEY PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �O .STATE OF P•;�tV, 37 P-3029 Screen Pull STEEL HURLEY Tab 38 P-3352 Sett.Blk.1/8"x5/8"x 2" RUBBER FRANK LOWE E?0�,� 39 P-3768 #8 x 5/8 Phi)Pan Zinc ZINC FASTENAL 40 P-4479 Weepcoxer PLASTIC M&M x 1 41 P-3113 Screw Support RUBBER TEAM 3/4"- 3/4•--.,_.�, 58'-` 1/4'x{ -- 42 P-6025 Sash Stop PVC MIKRON 3/16'�� ir:r 9) >—I 1 1--I 1 4/912015 43 P-3059 Sash Cam PLASTIC M&M 1 t j —70 7/8- 15/16" LUCAS A.TURNER,P.E. 6' FIL PE#58201 44 P-3295 Take Out Clip STEEL SUMMIT T 1 �a 1116" I-_-- 45 P-3342 Seam Sealer SILICONE SCHNEE NORTH PORT,FL 1239 JABARA AVE. VE. 46 P-3752 Hole Plug PLASTIC M&M REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 34288 47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON PH.941-380.1574 48 P4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB SHEET DESCRIPTION: BOM AND EXTRUSIONS 1/2'--TI 3/16' DRAWN BY: DATE: r3 ADE 06/10/06 17-1 DWG X: .. SCREW SUPPORT-3113 CWS-155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Cbl : SHEET 1.2 40F6 . . ... . . . ... .. .. . . . .. .. . 15"MAX.O.C.(TYP.) • • • ••• • ••• �sl�lav� 6'MAX.(TYP.) _-. ' _ • •• • • • •• • WINDOW SYSTEMS __I 4'MAX.(TYP.) �---I} 8'MAX.O.C.(4 • • • • • • • • 6"MAX.(TYP.)- i • MAX. 1900 SW 44TH AVE. (TYP.)i I • • • • • • OCALA FLORIDA 34474 __ __ - .L_ ••• • • ••• • - -4'MAX.(TYP.)-- —B"MAX.O.C.(TVP.) - - WWW.CWS.CC p -- ANCHOR AT MIDSPAN(TYP.) T- 6'MAX.(TYP.) 4"MAX.(TYP.)- 6"MAX.(TYP.)-I I l 8100 PVC L I . • •• •••'O 1- SINGLE HUNG -- -- MAX.O. O •• • • • • • t4' — - (TYP.) : 1 •• •F IMPACT MAX.O.C. . • • • • • • • (TVP.) • •• • • • • •�• •• -I I 8' co_ 1013116' —_1 ' Q MAX.O.C. ' OI a 3 o w MAX.O.C. (TYP.) o 0 o H (TVP.) O 0 0 LL w 4-(TVP.) T- T.. ---�WTG RAIL W2 111 1- o co- 4-(TYP.) X '` 4'(TVP.)-I �/ 1 I �/ U U (7 Z I X I I X I m m W O 4 14 4 4 do 0 o m z > cr cr (r 0 -- -- a a a a 0 W W w w w Q ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) < a < N SIZES OVER 36'x 62' SIZES OVER 36'x 62' SIZES 36'x 62'AND UNDER SIZES 36'x 62'AND UNDER a a a w 7 7 7 O U m ¢ O z NORE W�"0. �Op�?.��GENS�G'Q2y NOTES: - D STATE OF •:w 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. OR R 1 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. 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, 9:2-1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4119t2f)15 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#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 W ITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE 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:3'FOR MASONRY,1"FOR WOOD AND METAL. 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 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owO♦: CWS-155 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: Ate: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MIN.EMBEDMENT - --+ 11 rJ/7(C��jJ)�J)f)f J•L/�(/� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ly(SU'N1lKl/�uU fY Ir1]nti/~�I • • 1• ••». BY OTHERS•• WINDOW SYSTEMS -- MIN.EDGE DIST. 1/d•YAX.SHIN--- •--• �� SMMABLE 1 • MIN.EDGE DIST. -�-- SUBSTRATE SEE TABLE 1 • • •_ • • 1900 SW 44TH AVE. • • • • • • SEE TABLE 1 BY OTHERS • SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS--..- i _ • • • 07• 1/4'_MAX.SHIM �- � WWW.CWS.CC - SEE TABLE 1 I I MIN.EDGE DIST. j PERIMETER SEALANT SEE TABLEDMENT 4 I ! SEE TABLE 1 8100 PVC BY INSTALLER / _ ----( SEE TABLE INSTALLATION ANCHOR• - -�•-.--�• -f INSIDE AND OUT I SINGLE HUNG SEALANT BEHIND -- • • • • • • •• ••• SEE TABLEDMENT IMPACT FLANGE BY INSTALLER _..__1/4"MAX.SHIM • • • • • � o PERIMETER SEALANT o 0 o Fw- ------PERIMETER SEALANT BYINSTALLER o0 0 BY INSTALLER INSIDE AND OUT INSIDE AND OUT !----INSTALLATION ANCHOR W p } INSTALLATION ANCHOR--- ---SEALANT BEHIND SEE TABLE 1 _ w Q m SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND 1n FIN BY INSTALLER U O O Z �B��-HORIZONTAL SECTION _ C HORIZONTAL SECTION m m W _O � - - _ \moi cr TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE ' U to HEAD AND SILL SIMILAR FOR FIN INSTALLATION N R um- Z > w w U w Q w w w a w w w Q U -114"MAX.SHIM aIZI w SEALANT BEHIND — >FLANGE BY INSTALLER O PERIMETER SEALANT----\ ! ptunh MIN.EM BY INSTALLER SEE TABLE MENT� ��P,NDRE W"r INSIDE AND OUT C?.��G E NSF -I-- --� No 58201 5�'P SUBSTRATE BY OTHERS - SEE TABLE 1 --- —MIN.EDGE DIST. b * ay _ SEE TABLE 1 VERTICAL SECTION STATE OF :lL..Oj C.a �,6 TYPICAL SILL ANCHORAGE ��•,4ORA OP.'�� SfONAll E00��, TABLE 1:APPROVED INSTALLATION FASTENERS a4/9/2015 L- FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. 01 FLANGE CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1.1/2^ 1.1/8^ _— # i PERIMETER SEALANT--"` 123939 JABARA RA AVE.A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 f FLANGE- CONCRETE 2.85 KSI MI INSIDE AND OUT ( ) 3/16"ELCO ULTRACON 1" 1" IZONTAL SECTION PH.941-380.1574 1p HOR FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2.1/2" "-6,1 BOX FRAME INSTALLATION SHEET DESCRIPTION: P11 ULUMN HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318" 7/8' FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 810 WOOD SCREW 1.3/8" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD 810.16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW U 0.060" 7/16" ADE 06/10/08 1/9"ALU - .)OR ELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG A: .. FLANGE 1 "STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/18" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS IN 2XMIN.SOUTHERN PINE(G=O. 88 W 1-1/2" 7/16 SHOWN FOR FLANGE WINDOWS. C L I SHEET 1:2 IL 6OF6 • t 11/1/2017 Florida Building Code Online 'a• -. - {. Sze - *' i,�. ,. A Par- BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map Lir Fbdda m jj Product Approval p -USER:Public User (w�;rtd N:I�151 E Ortk�rr�Fir_t;m Product A Search >A tication List>Applicatio. etail • ' FL# FL20838-R1 Application Type Revision Code Version 2014 Application Status Approved * pprovals by DBPR shall be reviewed and the POC and/or the Commission if necessary. Comments Archived t Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 •• •••••• • kpine@cws.cc •• :so*:* • •••••• • •••••• • Authorized Signature Kevin Pine • • :••••• kpine@cws.cc "••• .'••.. :*so*:• •••• •••• ••••• Technical Representative Stephen Brooks •••••• ' ••: •••••• Address/Phone/Email 1900 SW 44th Avenue ...••. . •o Ocala FL 34474 • (352) 368-6922 Ext 255 ••••• sbrooks@cws.cc • • • •••••• •• Quality Assurance Representative ]ay Lathrop • Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlatthrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE -,i- Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E 1886 ASTM E 1996 TAS 201/202/203 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2bXw3llhpg57t2FmFihZKg5kte0wMolJjrTw%3d%3d 1/3 11/1/2017 Florida Building Code Online Equivalence of Product Standards Certified By i t Product Approval Method Method 1 Option A Date Submitted 11/08/2016 Date Validated 11/23/2016 Date Pending FBC Approval Date Approved 11/23/2016 Date Revised 08/09/2017 Summary of Pro FL Model, Number or Name Description 0838.1 SGD 8800 Sliding Glass Door 8800 Series -4' X 8' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R1 C CAC 138-1394CAR odf Approved for use outside HVHZ: Yes FL20838 R1 C CAC 138-1395CAR.odf Impact Resistant: Yes FL20838 R1 C CAC 138-1397CAR.odf Design Pressure: N/A FL20838 R1 C CAC 138-1398CAR odf Other: Impact vinyl sliding glass door with light FL20838 R1 C CAC 138-56BCAR•odf reinforcement, standard sill riser, and annealed laminated FL20838 R1 C_CAC,138-52: R:ddf •..••. glass to +/-DP50. Design pressure +/-65 with light Quality AssurinceCentract Expiration Dat%* reinforcement, standard sill riser, & heat strengthened 04/18/2020 so 0 000000 laminated glass. Installation Irfstf4ttlons ' 000 00 FL20838 R1 I?w—"!3"1150-R1.o8f Verified By: Lucae•Tmxner FL PE56921 • Created by Indeper6nt ThAellkerb7: s ••••• Evaluation Re • •.••• A2-f•YaIReport115(?� odf .•••.• Created by Independent Third Pgty: Yes • ••••• • • • • 20838.2 SGD 8800 Sliding Glass Door 8820 Seriejk-1 X•8' ParWls • Limits of Use Certification AgencyCertifitbte, ; • Approved for use in HVHZ: Yes FL20838 R1 C CAC 138-1601CARbdf Approved for use outside HVHZ: Yes FL20838 R1 C CAC 138-1602CAR.odf Impact Resistant: Yes FL20838 R1 C CAC 138-571CAR.Ddf Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 04/22/2020 reinforcement and high sill riser to +/-DP80. Installation Instructions FL20838 R1 II CWS-1151-Rl.odf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R1 AE EvalReport1151-R1 odf Created by Independent Third Party: Yes 20838.3 SGD 8800 Sliding Glass Door 8800 Series -4' X 10' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R1 C CAC 138-1610CAR.odf Approved for use outside HVHZ: Yes FL20838 R1 C CAC 138-1611CAR.odf Impact Resistant: Yes FL20838 R1 C CAC 138-573CAR.pdf Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to +/-DP65. Installation Instructions FL20838 R1 II CWS-1152-R1 pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R1 AE Eva lReoortl152-R1 pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2bXw3llhpg57t2FmFihZKg5kteOwMolJjrTw%3d%3d 213 11/1/2017 Florida Building Code Online Back Next 1 l Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Stz Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addres one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to su address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chz please click here. Product Approval Accepts: ® ® m � Credit Card Safe 1 ...... . ...... •• •• •• •••••• • • • • • •••••• t r https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPg0DTr%2bXw3i[hpg57t2FmFihZKg5kteOwMolJjrTw%3d%3d 313 CSLIDING GLASS DOOR - LARGE MISSILE IMPACT GENERAL NOTES: . 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474 HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WWW/CWS.CC WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 185 J'4 PANEL WIDTH' 8800 PVC 2.GLAZING OPTIONS:(SEE SHEET 3) SLIDING GLASS 4816 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT MAX.PANEL WIDTH LIMITED TO' DOOR-IMPACT A POCKET "XO","O ,"XX", XO","XXX "OXXO"" XXXX", "PX","PXX, X","PXXXX",'P PXXXXP","PXXXXXXP", "PXXXXXXXXP" F 40?;"GLASS DLO 2 TRACK,3 TRACK,4 TRACK Q 4.DESIGN PRESSURE RATING: I II -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE m m I II AND GLASS TABLES ASTM E-1300-04. gg, II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 0 Z II C WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Z O UNI B_ I B ASTM E-1300-04. cc S2 HEIGHT I II 11 WZ j I II B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN Q O ix 93 I �/ �/ II �( 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 0- 8 a MAX. I X X II �` X F FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 0 PANEL I 12 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0 HEIGHT I II O W I 15 II G 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT ¢ 0 I 841 II 12 GLASS REQUIRED. p Z DLO ii 7.ALL FRAMES ARE PROCESSED AND SCREWED ,wat1loff", I II I TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED p3NkO REW'11, I II TOGETHER. �.Op�?.�.CENyF•,p2'� II 8.SERIES/MODEL DESIGNATION SGD-6800. • 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: =b: t a= E D A A X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP S131 (STATE OF :4LI1+/Z 12 12 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A 'O R%Oj�� SIMILAR LOCATION. �i�SfONA;�N``1, 11.WEEP SLOTS=1/2"x 1"LOCATED @ BOTH ENDS. �Z 11/21/2016 LUCAS A.TURNER,P.E. LUCKS A. FL PE#58201 Turner 1239 JABARA AVE. •• 09: • • • • • •• NORTH PORT,FL 34288 • • • • • • • . 2016-11-21 PH.941-380-1574 • • •• • ' • • 10:37+19:00 TABLE OF CONTENTS • •• • • • • ••• • SHEET DESCRIPTION: '• GENERAL NOTES AND GENERAL NOTES&ELEVATIONS....1 DES]G PRESSURE GLASS TYPE I ELEVATIONS SECTION VIEWS.................................2 MAX.PANEL SIZE SEE SHT 4 ;IMPACT RATING BOM&GLAZING DETAIL............`......3 ) t, DRAWN BY: DATE: EXTRUSIONS...................................4-5 +/- SF _•_ A ••• TARGE MISSILE BLZ -05/06/16 TRACK WIDTHS..................................6 48-15/16"x 93-3/8" • • • • ANCHOR SCHEDULE&NOTES........7 - • • B • • IMPACT DWG z: REV, ANCHOR PATTERNS......................8-9 • • • • • • CWS-1150 1 INSTALLATION DETAILS.............10-11 (4)PANELS SHOWN;HVHZ LSSTFD TZ MAX.(9*0WMELS,OUTSIDE4IVHZ,SNLIMITED NUMBER SCALE: SHEET OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11 • • • • • • • • too • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• 0 • 41 28 11 40 to WINDOW SYSTEMS _ 35 1900 SW 44TH AVE. a 12 34 34 OCALA,FLORIDA 34474 60 36 q = WWW.CWS.CC D 'a 10 D 29 28 56 23 d 8800 PVC 39 34 14 � SLIDING GLASS a � ❑ ❑ DQ 39 DOOR-IMPACT 30 d d 19,20,21,58 Law P 34 m 36 ❑ 15 d El�0 33 19.20,21,58 12 m m 16 34 14 LL Z 36 SECTION VIEW B-B 6 z O 13 w O1 W Z 1 nn�68 - 39 CICU ° a O°ODo w V o 0 o O C�0 < o 12loz 54,55 �D , p � 36 ❑ 59 13 `JOp�?.��GEIJSFG�tiy� ❑ q No 58201 16jr O 15 STATE OF �UJ 22 ' AC.... FIXED PANEL ',� 33 ATTACHMENT Z o ❑ 36 11/21/2016 32 17 LUCAS A.TURNER,P.E. FL PE#58201 8 1239 JABARA AVE. 23 •• 00: •• •~• • • • •• NORTH PORT.FL 34288 • • •• • • • PH.941-380-1574 63 ® ® 8 • • • SHEET DESCRIPTION: 3 �aso �a0 °00 0 • •• SECTION VIEWS 0 67 39 27 ALTERNATE SILL RISER VIEW DRAWN BY: DATE: SECTION VIEW A-A • oidWTED TO+65 • ••• ••• BLZ 05/06/16 NO SILL RISER NOTES: DWG w: REV.: ITEMS NOT SHOWN FOR CLARITY: 1)INSTALLATION W/NO SW L RISER14LOWEp TO TIE F:JLL•DP',jWDIC e:gD ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE CWS-1150 1 20,24-26,31,55-58,61-62,64-66 IS NOT REQUIRED,SUCH•A%tUT IQOT LIMITES qO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. SCALE: SHEET 1:3 2 0 F 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS UST PARTS LIST ITEM PART DESCRIPTION VENDOR MATERIAL ITEM PART# DESCRIPTION VENDOR MATERIAL 1 GLASS SEE THIS SHEET 51 S-2058 Screen,3-Track Sill Ke mark Aluminum WINDOW SYSTEMS INDDOWSYSSTTEMS(Lj1�1�JJ� 2 K6161 2-Track Sill Vision PVC 52 S-2059 Screen,Snap Cover Ke mark Aluminum 1900 SW 44TH AVE. 3 K6163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock Profile Aluminum OCALA,FLORIDA 34474 4 K6165 4-Track Sill Vision PVC 54 P-5477 Block,Anti-Lift Lawrence Nylon WWW.CWS.CC 5 1+6160 2-Track Head/Jamb Vision PVC 55 P-5559 Screw,914 x 4"PH PN SMS Fastenal Steel 6 K6162 3-Track Head/Jamb Vision PVC 1 56 P-4269 Screw,#8 x 1"PH PN Tek Fastened I Steel ` 8800 PVC 7 1+6164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,#8 x 2.5"PH FL Tek Fastenal Steel 6 S-2064 Railer Track Insert Keymark Aluminum 58 P-4962 I Screw,#8 x 3"PH FL Tek Fastenal Steel 25 SLIDING GLASS 9 S-6171 Cover,Sill Track Vision PVC 59 P-5565 Screw,#12 x 1 1/7'PH PN SMS Fastenal Steel FRAME CORNERS DOOR-IMPACT 10 S-6169 Cover,Interlock Vision PVC 60 P-5566 Screw,#12 x 2 1/7'PH PN SMS Faslenal Steel MECHANICALLY FASTENED 11 S-6172 Cover,E Qernal ReinforcemenUP-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:8 0 12 S-6175 Track Filler.Frame Vision PVC 62 P-4291 Panel Stop Housing M&M Nylon Lu 13 K6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block,Open Cell,0.844"x 0.531"x 1" Lamatek � o 14 11.6168 Interlock,Snap-On Vision PVC 64 P-5492 Gasket,Frame Asse ,2-Track Lamatek Butyl 15 1+6167 Astragal Vision PVC 65 P-5493 Gasket,Frame Assemb ,3-Track Lamatek Butyl 16 H-6170 Gazing Bead,I.G.,1" Vision PVC 66 P-5494 Gasket,Frame Assembly,4-Track Lamatek Butyl m m 17 K2060 Sip Riser,2.875" K mi mark Aluminum 67 P-4659 Dust Rug,1-1/4"x 3"x 0.5" Lltrafab z O Z 18 K2062 Sig Riser,4.062" Keymark Aluminum68 P- Plu ,1"x 3"x 1" Ultrafab O rn 19 P-5517 Panel Guide,Interlock Bear's Metal Aluminum Screen, Team Plastics Rubber w z j 20 P-5558 Support Channel,Bot Rail,Interlock Bear's Metal Aluminum 70 Screen,Cloth a O 21 P-5511 Cover,Panel Guide,Interlock Lawrence Ion 71 Of Duraseal IGS cer Quanex Alurn/BtylCL a 22 P-5516 Bracket,Fined Panel Bear's Metal Alumi m PANEL CORNERS L THERMAL WELD W U 23 P-3300 Wts .,0.280"x 0.187"Back,Fin,Black Ultrafab' 1"OVERALL 1"OVERALL 7:8 o m 24 P-3438 Backbeddin ,Purfect Gaze"Fr'Hot Melt Henkel/Sika (Cone 16"TEMPERED is'TEMPERED Q W 25 P-3514 Screw,#10 x 2"Ph Comb Fid Fastenal Steel 3"AIRSPACE 3"AIRSPACE O 26 P-3587 Screw,#8 x 1"PH FL TEK-Roger AsmyMortise Lock Fastenal Steel 8 8 Z �-"ANNEALED 3-•HEAT STRENGTHENED 1 1 27 P-3752 Hole Plug,0.500"Dia. Progress Plastic Ion 16?•(AMINATED 16 'LAMINATED �� ORE W 28 P-3789 Handle Set With Thumb Turn Amesburyor R 16 11u �� P.. 29 P-3792 Keeper Amesbur �VPS•�GENSF QL'y .105"PVBINTERLAYER 105"PVB 30 P-3793 Multi-Point Mortise Lock Amesbury INTERLAYER No 58201 tip 31 P-4250 Screw,#10x2.5"PH PN SMS-Keeper Fastenal Steel - "ANNEALED 32 P-5287 Tandem Roller Assy,2.125"Dia Wheel ArTiesbur 16 16"HEAT STRENGTHENED �9: STATE OF ?W; 33 P-5436 Setting Blocks,0.090"x 0.875"x 1.5" Franke L Rubber O . 4r 34 1+1769 Reinforcement,Interlock Keymarki Aluminum ',�i6,%.<,0AIQ�'�j�2Q% 35 H-2068 Reinforcement,Astragal K mark Aluminum 16 16 �'��Sf0NA;'N•`', 36 S-1775 Reinforcement,Lock Sti1e/Rails K mark Aluminum 33 GLASS BITE 3 GLASS BITE 37 1+2111 Reinforcement,HD,Interlock Keymark Aluminum z2 38 S-2071 Reinforcement,EMernal,Interlock K mark Aluminum 11/21/2016 39 S-2069 Frame Insert,Installation Anchors K mark Alum num PURFECT PURFECT 71 24 GLAZE H 71 24 GLAZE H LUCAS A.TURNER,P.E. 40 1+2063 P-Hook K mark Alurrinum FL PE U NEE 41 S-2065 P-Hook Adaptor K mark Aluminum 201 1239 J E#58 AVE. 42 S-2048 Screen,Astragal K mark urtinun • •• • • 13 NORTH PORT,FL 34288 43 5-2050 Screen,1-Track Head Ke ma�AJ • • • • • PH.941-380-1574 44 K2051 Screen,1-Track Jamb K ma • •• • • • •• •• SHEET DESCRIPTION: 45 S-2052 Screen,1-Track Sill K ma ••• • • •• BOM AND GLAZING 46 5 2053 Screen,2-Track Head K manvll� DETAIL 47 S-2054 Screen,2-TrackJamb Ke mark Aluminum GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: 48 S-2055 Screen,2-Track Sill K mark Alurrinutn 000 • • ••• PRESSURE BLZ 05/06/2016 49 IRS-2056 Screen,3-Track Head Ke mark Alumin • • RATING DWG M: REV.: 50 S-2057 Screen,3-Track Jamb Keyrnark AlurriRum • • • •• • • • A• •• +/-50 PS F CWS-1150 1 SCALE: SHEET 1.2 3 OF 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6' 11 16^ 13 2- 15 40 8" ,7 8" 18 V- CYSlA]/IYIL/UL/(l'• 0 0 2 WINDOW SYSTEMS 1 Q O �, 1900 SW 44TH AVE. 16 �0❑❑❑0❑❑0 0� 2 4 OCALA,FLORIDA 34474 W W W.0 WS.CC 2-Track Sill-6161 , 21Z" 416 4 a16• 3i" a5" LT 8800 PVC g 4 '6 ;„ SLIDING GLASS �, ,6 �I Sill Riser-2060 DOOR-IMPACT 116" UO❑❑❑0❑❑❑0❑❑❑Oa 3• ❑ 6063-T6 w �� Sill Riser-2062 � 3 Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 o t Astragal-6167 P-Hook-2063 6063-T6 m m q O 116" O "e —j—HiJ, 32- 25z O r--� 328 K❑` 01=0-01:: 0❑❑❑❑❑ 00� 32 11 U Z > r�❑ ❑ 110001=00 216 2 0.100�. 39 < O K C, 11 Reinf.,Ext-Interlock Reinf.,Frame-2069 0 � -2071 6063-T6Lu U 5 o00 2 6, at 6005-T6 4 ww 24 14 P-Hook Adaptor-2065 �4 �45 Lock Stile-2086 6063-T6 ^1g" 1 Z 11 } - I 34 36 �lpawp�y „ �o❑❑❑D❑❑❑OB 3 2 ��P``Pp1pRF”'TGA'. �� 2-Track Head/Jamb-6160 11 4" 4„ 1§" �• ? No 58201 Cover,Ext Reinf.8 t� :• Hookstrip-6172 10. STATE OF :QJ+ T Cover,Interlock-6169 Reinf..Interlock-1769A Reinf.,Lock Stile-1775 O�.,A, V. I} �4 V6 6005-T6 6005-T6 +�F......... 1 6" D }" 1 i e" 6" e" 37 �0❑❑❑0❑❑❑0❑❑❑0B 2• -n. 2,s" 35 1 e• 11 /2016 3-Track Head/Jamb-6162 Cover,Sill Track-6171 Roller Track Insert-2064 LUCAS A.TURNER,P.E. 6063-T5 FL PE#58201 10`g' 6- 1239 JABARA AVE. •• ••• • • • • • •• b 2 " NORTH PORT,FL 34288 7 • • • • • • • • • PH.941-380-1574 116" • • ••• • • �^ • ••16 3 8" SHEET DESCRIPTION: �i O OI N71 • • • • • • • • 11 ❑❑❑o❑❑❑o❑❑❑o❑❑❑o� 2 •• •• • • • EXTRUSIONS }" T8 1�• ic� Reinf.,HD Interlock-2111 4-Track Head/Jamb-6164 6005-T6 DRAWN BY: DATE: • ••• 12 • BLZ 05/06/16 • • :G Qla rg Bead 170• • - Reinf.,Astragal-2068 - DWG x: REV.: Trick Fillet-6175 • • • • • 6005-T6 • • • • • • • CWS-1150 1 ••• • ••• • • • SCALE: SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2 40F11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36I 45 -��216• 43 12" 29 Wl��ll1'Ct'N/ININDOW ST MS 1900 SW 44TH AVE. 16" 1• 11& OCALA,FLORIDA 344714\ 17i' is• � WWW.CWS.CC Screen,1-Track Sill-2052 Screen,1-Track Head-2050 O O O 5Q• 8800 PVC -� r 4 6- � SLIDING GLASS 15'`6• -I 46 4s 22 DOOR-IMPACT 16 16 11. T_ is Bracket,Fixed Panel Iii Screen,2-Track Sill-2055 P-5516 16 Screen,2-Track Head-2053 0 616• 51 51-6• I 49 O O O m Z 1— 11' 1-1' z O 0 16 11-6' 1+ 16 W Z Lu Screen,3-Track Sill-2056 "I 16" ¢ O Screen,3-Track Head-2056 54 I a F- of U) 9: 0 o 0 1 " o U)i 11 2 42 —j 16 1'-"—I I III III I I I I III III I I I w 216 e " 44 �4" II 16 s�� T� 2 1" I I 3 II < o ,,,,puunp�� Z 18 2:111.. 1„ Z. Screen,Snap Cover-2059 J� NO REIN L 1• 1• 1s s Block,Anti-Lift 5 P,......, TG 16 16 EL P-5477,NylonL M GP.•��CENSF•,�2'�. ScreenNo 58201 ,Interlock 2U� :�71 Screen,1-Track Jamb-2051 Screen,Astragal-2048e =•a' ¢ L X13 STATE OF :�W` --- �OFF�Op1Qr•�2`�, 21 116 12 g"----�I 19 " - L J— 11/21/2016 Screen,2-Track Jamb-2054 �1„� 20 LUCAS A.TURNER,P.E. I I e FL PE#58201 I I II 1239 JABARA AVE. I •• I • • • • I II II NORTH PORT,FL 34288 r7 !• • .0. • • I III PH.941-380-1574 I • I . • . . ii I II 16' I �O •• I • ; • h III 2 8„ III 416 Ili SHEET DESCRIPTION: S0 1Fj 1. I O•• I • • • • �II�III III Ill EXTRUSIONS 1}1, r 16 I O I I II 111 III II — III DRAWN BY: DATE: • ••I • ••• 0•• II II I I II I BLZ 05/06/2016 - -- Screen,3-Track Jamb-2057 • • - • • • • DWG p: REV.: • • • • • • • • • CWS 115 ane0 1 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Pl Cuidealnterlock•Wj,51_P•• •SuIl Channel,Bot Cover,Interlock-Reinf. scA�E: SHEET Rail-Interlock-P-5558 P-5511,Nylon 1:2 5 OF 11 ••• • • • • ••• • • • • • • • • • • • • ••a • • • aa• • • 16 WINDOW SYSTEMS 16 16 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 WS.CC 4�. 8800 PVC 9 H-2060 n II H-2062 SLIDING GLASS �O o O O O o O D O 0 Q DOOR-IMPACT E0❑D❑0❑❑Q0� DoE D❑o❑��0❑❑�00 �,0❑EJ❑o❑O❑0❑D❑0❑❑�00 � w 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser J 4• 108' CO m O z LL O_ a: L w > z a O 9 w a H ❑ OnnO OO O o0 Lu �l DOE❑❑DD❑❑L-SDDa �DD❑❑❑DD❑❑❑DD❑❑ESDD� a o z 2T Sill w/1T Screen 3T Sill w/1T Screen 12}• 13' J4p�?.��GENSF G'Q2: !�t No 58201 :�?1: OS STATE OF (0R10rG��`� J((=11L o , �,0❑❑�0❑❑�0❑❑000 �0❑❑❑0❑❑❑0❑❑❑0❑❑EI �z 11/21/2016 3T Sill w/2T Screen 4T Sill w/1T Screen LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. t6 • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 • •• • • • • ••• • SHEET DESCRIPTION: II TRACK WIDTHS O 9 DRAWN BY: DATE: • • ••• BLZ _ 05/06/16 CIE . o— _ L_�IU UO• • OD❑0O� DWG#: REV.D D D CWS-1150 1 ••• s • • SCALE: SHEET n 4T Sill w/3T Scree 12 6 0 F 11 ••• • • • • ••s • • • • • • • • • • • • • '•• •• • s • •• •• P ANCHORS @ E P-HOOK 6 4- PANEL-TYP HORS 3"EDGE®(/[/(j• MAX 6'MAX.TVP. P:� 4" !\ I '\. '\ I '\ !\ I OF PANEL WINDOW SYSTEMS TYP. I 'I ��'ITYP. 1 I ! I I 1 1 P. 1900 SW 44TH AVE. � � � - � OCAIA,FLORIDA 34474 I II ) WWW.CWS.CC I II ,2'M C. MAX I II 8800 PVC TMP I II i SLIDING GLASS I II I DOOR-IMPACT I II I I V V omz II Iw _ z II MID-SPAN I Q 0 MID-SPAN II PANEL I 0 w o a I II I �� P�pREW T��• I'. � i �. � I'. I I', ! I'. ! i (, ! �. ! i ( ! �`�p5. �GENg'•G•Q��i FIXED PANEL CLIPS :JC•' F 'ycn NOTES: CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET F TAIL) �: No 58201 :11 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATI OUT DETAILS ON SHEETS 8 8 9 EXCEPT FOR 2T S INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL 'S 9STATE OF D: Ot•• t� (SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATI E AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. ,•,� 2 EACH IGH INSTALLATION TALL IPLASTIC SHIM AS RED AT TIO ANCHOR USING LOAD BEARING BETTER.WOOD SHIMS ARE S.MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. zz 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST 11/21/2016 BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. FL PE#58201 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 MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 10. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CShJDRETEjp0U QnIN:S,IMCQIIEN/SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: _ INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE OX WOOD BYCK$BF&TV4EjAg PRdDWCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT ANO SUBS"ASE. •• • • • •• ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS_,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNEQ BIV ARCHITEOf ORENGINEED YF•RE6WW AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. _ 13LZ _ 05/06/16 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS-SHOWN IN TABLET,SFwET 16. CONCRETFSANO MISONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: • • • • • • • CWS-1150 1 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATIONSSHALL B@ SONE B•OTHE 3 FOLLOWIN9 JHE(ZVRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WM8WS),1=MA/AANA"MA*O(EXTERI(ODODOS) SCALE' SHEET 1:20 7 OF 11 • • • • • • • • • • ••• • • 0 ••• • • f ASTRAGAL 21"O.C.MAX VURtAY(YlY/U(1 Ll'•�N`- PANEL P-HOOK �6"TYP• WINDOW SYSTEMS 6" WIDTH 3"TYP. I— 3"TYP. 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.CWS.CC —6-11YPI 8800 PVC SLIDING GLASS - WOOD RUBS I RATER 2�" DOOR IMPACT ONLY TYP. 2}L1" 2T SILL 2T JAMB n. 77 ui INTERLOCKS Q f ASTRAGAL PANEL P-HOOK 6'TYP. 21'O.C.MAX 6"TYP.--1 WIDTH F"4•TYP.-y 4"TYP �P' m m !n _z O_ K Ln 0 3"TYP. 6"TYP. 4.. Q O w 4 N d CL TYP. o � 0 F00-1 a w 0 0 w o w a o 13 z WOOD SUBSTRATES--/ TYP. '"TYP* "TYP. ONLY 3T JAMB P. •pOf....REW 3T SILL �P.5 'Ejy 0. . CLQ,'�-f0 SF ••y': f J: No 58201 t 11 INTERLOCKS =#•: ;vt= f I- 6"TYP. PANEL ASTRAGAL WIDTH P-HOOK 6.n,P 21'O.C.MAX �9; STATE OF 1 w: �---4"TYP. 4"TYP. TYP. �O,ri••.p F .COR 1..�•'G�=� .,�SS/ONA1 EN��f• 6"TYP. �" 4j' 11/21/2016 TVP LUCAS A.TURNER,P.E. 4} TYP. FL PE#58201 • • 1239 JABARA AVE. oa. •,o • • • • • • • • NORTH PORT,-1 34288 • • • • I � PH.941-38b-1574 • • ••• • • • SHEET DESCRIPTION: ANCHOR PATTERNS WOODsuns, (JAMB&SILL) ONLY TYP. T 4T SILL . ••• • • •.• ••• 4T JAMB 1 d DRAWN BY: DATE: — •— • • • • • • NP' BLZ 05/06/16 • • • • • • • DWG#: REV.: •• i• • •• • • �• •• CWS-1150 1 ••• • ••• • • • NOTE:(=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • INTERLOC (/ rl/7 Ra�}imJjjyj)•�/,,(/�{ ASTRAGAL f HOLE PATTERN P-HOOK WINDOW SYSTEMS PANEL FOR ANTI-LIFT 1900 SW 44TH AVE. BLOCK ANCHORS H�4•TYP-'I WIDTH OCALA.FLORIDA 34474 WWW.CWS.CC ° 8800 PVC SLIDING GLASS 10 91- P DOOR-IMPACT j•TYP. {.._ WOOD SUBSTRATES 2 yll 4"TYP. 2T HEAD L 4'TYP nNt Y w � f ; Q � o INTERLOCKS f HOLE PATTERN ASTRAGAL y y �`-6"TYP P FOR ANTI-LIFT mm WIDTH oas ♦~4"TYP. 4"TYP. OZ LL O cc o_. ._.O o U Z W O CL ~ U) o ° °: a}" o 0 TVP. W O _ W O W 0 0 0 Q 1"TYPZ WOODUI . TRATES \�\\\\\P`NORE... ,VIII 3T HEAD P5 .cEros Gp', JCA:• .. F'••,2� No 58201 •:1� f f INTERLOCKS PANEL HOLE PATTERN ASTRAGAL 13 STATE OF :�= WIDTH FOR ANTI-LIFT P-HOOK ,,f, I'^S"TYP. BLOCK ANCHORSI O••: \ \ '--4'TYP. 4"TYP, i�lns••,O R 1 ''G[�• 10 01 11/21/2016 I o o 4} LUCAS A.TURNER,P.E. TYP. - -� FL PE#58201 1239 JABARA AVE. 0 I 0 0 0 •• • NORTH PORT,FL 34288 • • • •• • • • • PH.941-380-1574 • SHEET DESCRIPTION: O • • • • • • �•TY •• ANCHOR PATTERNS (HEAD) _ WOOD SUBSTRATES DRAWN BY: DATE: ONLY • `••• • • ••• ••• - -BLZ 05/06/16 4T HEAD • • • • • • • • • • • • • • DWG p: REV.'. • • • • • • • • • CWS-1150 1 ••• • 906 • • • NOTE:q=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11 ••• • • • • ••• • • • •• •• • • • •• •• 2 TRACK HEAD ANCHORAGE � � • INTERIOR 1/4'MAX WINDOW SYSTEMS MIN.EDGE DIST. SEE LAYOUT ON SHT 9 OCA A, LTH AVE. J9,FRAME INSERT REO'D A7 ALL FRAME ANCHOR LOCATION OCALA,FLORIDA 34474" SEE TABLE 1 39.FRAME INSERT REO'D WWW.CWS.CC �[] AT ALL FRAME ANCHOR LOCATIONS SUBSTRATE BY OTHERS MIN.EMBEDMENT 0 8800 PVC SEE TABLE 1 SEE TABLE 1 AA SLIDING GLASS PERIMETER SEALANT CJa1J a0O BOO 0 SEELAYOUT ON SHTa DOOR-IMPACT INSIDE AND OUT 0 SHIM a o Lij MIN EDGE DIST Q e� SEE TABLE 1 PERIMETER SEALANT m m INTERIOR COMPLIANT WITH AAMA 8D0 BY INSTALLER INSIDE AND OUT O Z INSTALLATION ANCHOR ? 0 SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT U) SEE TABLE 1 SEE TABLE 1 W > aV ZO W CL SEALANT BETWEEN SILLU) ~ RISER AND FRAME BY / B \HORIZONTAL SECTION N a INSTALLER 9 2 TRACK JAMB ANCHORAGE O N PERIMETER SEALANT �S❑O W0� Q101 BY NSTALLER INSIDE AND OUT O DO NOT COVER Z WEEP HOLES MIN.EMBEDMENT tttl�t�tr� SUBSTRATE SEE TABLE 1 `� ORE W i�rrrr BY OTHERS 1`,pG;••'�CENg'G.Q rri SEE TABLE 1 .4 V �' R•••.y�� t No 58201 :�11 MIN.EDGE DIST. 39,FRAME INSERT REO'D AT SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS =ro: 90: STATE OF :� , ,/A VERTICAL SECTION �4�sS`..p O•r1G�� 9 2 TRACK SILL ANCHORAGE _ rhrr+ONA;E�`�` PERIMETER SEALANT COMPLIANT WITH AAMA 800 x� BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 11/21/2016 MIN.EDGE DIST. LUCAS A.TURNER,P.E. EE TABLE 1 FL PE#58201 1239 JABARA AVE. •• ••• • • SEBSTFATAY Q ALRS MIN.EMBEDMENT NORTH PORT,FL 34288 TABLE 1:APPROVED INSTALLATION FASTENERS : : •• %E PTAAOL E i" • SEE TABLE 1 PH.941-380-1574 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. • •• • • • • ••• • SHEET DESCRIPTION: .1/4"ITW TAPCON _ - _ • • • • • • • • • CONCRETE(2.85 KSI MIN.) 114'ELCO ULTRACON 1-3/4" 2-1/2" •• ••• •• F1bOKSTRIF• INSTALLATION DETAILS ` 2 TRACK 2X MIN.SOUTHERN PINE( 1-3W 7/8" ELCO ULTRACCN "MAX.SHIM DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=.55) #12 WOOD SCREW 1-318" 7/8" 16 GAUGE(0.060")MIN. - #12-14 WLTI KWIK-FLEX OR ITW FULL THREAD • ••• •- • 0041, ••• - BLZ _ 05/06/16 , STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.080• 1R' • • • • • • • DWG#: REV.: 118"ALUM.(6063-T5 MIN.)OR '#12 GRADE 5 SELF-TAPPING/ FULL THREAD •• • •• • • • C HORIZONTAL SECTION CWS-1150 1 1/8"STEEL(33 KSI MIN.) (DRILLING SCREW THRU 0.125 1R • •• • • • •• • 9 HOOK STRIP SCALE: HOOKSTRIP OR JAMB FRAME ONLY: ••• • ••• • • • SHEET HOLLOW OR GROUT-FILLED CMU ASTM G90 11/4'ELCO ULTPACON 1-3/4" 2-112" 1:3 10 OF 11 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • r 3 TACK HEAD ANCHORAGE 1/4'MAX SEE LAYOUT 39,FRAME INSERT REQ'D AT INTERIOR � � MIN.EDGE DIST. ON SHT 9 ALL FRAME ANCHOR LOCATIONS WINDOW SYSTEMS SEE TABLE 1,SHT 10 AT FRAME INSERT REQ'D ��SUBSTRATE 1900 SW 44TH AVE. 0❑ SUBSTTE ALL FRAME AN LOCATIONS OCALA,FLORIDA 34474 BY OTHERS W W W.0 W S.CC SEE TABLE 1,SHT 10 MIN.EMBEDMENT SEE TABLE i,SHT 10 PERIMETER SEALANT 11II S� 8800 PVC IN J0 SIDE AND OUT INSTALLER GI4❑ L- = IJpIJ MAX SLIDING GLASS Q 4 MAX J IN _ �nJ SHIM OI"I SEE LAYOUT DOOR-IMPACT LLWJJ ON SHT 8 INSTALLATION ANCHOR INTERIOR SEE TABLE 1,SHT 10 SEALANT BETWEEN SILL aQ RISER AND FRAME BY o INSTALLER PERIMETER SEALANT MIN EDGE DIST } BY INSTALLER O rI O 1 oLl SEE TABLE 1 SHT 10 m m INSIDE AND OUT �gaa ❑❑ ❑L Jp I - O Z DO NOT COVER `ter PERIMETER SEALANT LL Z O WEEP HOLES COMPLIANT WITH AAMA BDO MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT or to SUBSTRATE SEE TABLE 1,SHT 10 w2 > BY OTHERS SUBSTRATE U W SEE TABLE 1,SHT 10 BY OTHERS MIN EMBEDMENT - d O O_ ' 39.FRAME INSERT SEE TABLE 1,SHT 10 SEE TABLE 1 SHT 10 � D_ MIN.EDGE DIST. REOw SEE TABLE 1,SHT 10 SEE LAYOUT ON SHT 8 ANCHOR R LOCATIONS ALL FAME HORIZONTAL SECTION U ANCHOR 10 3 TRACK JAMB ANCHORAGE U [_u 1 VERTICAL SECTION 1/4"MAX a 10 1 10 3 TRACK SILL ANCHORAGE INTERIOR U Z MIN.EDGE DIST. 4 TRACK HEADSEELAYOUT REQ'RAME INSERT 39,0 AT ALL FRAME AT AFRAME L FRAINSERT ME ANCHOR �� Pp1.ORE W SEE TABLE 1,SHT 10 ON SHT 9 ANCHOR LOCATIONS o^ LOCATIONS �� 9.•'C E N••'•G �� o MIN.EMBEDMENT No 58201 •' P SUBSTRATE SEE TABLE 1,SHT 10 r BY OTHERS - SEE TABLE 1,SHT 10 a 'Q S STATE OF -'Q) EE PERIMETER SEALANT SON SHTOBT i�TF••,,�OR1OP,r IN d NSTALLER �C❑(❑�0 �(❑�$0MAX. ,i��ss/ON/AL INSIDE AND OUT � M • 0 SHIM X� INSTALLATION ANCHOR INTERIOR a 11/21/2016 SEE TABLE 1,SHT 10 SEALANT BETWEEN SILL 0 LUCAS A.TURNER,P.E. RISER AND FRAME BY FL PE#58201 INSTALLER �W MIN EDGE DIST 1239 JABARA AVE. •• ••• • • • • • •• SEE TABLE 1 SHT 10 PERIMETER SEALANT O O O • • • • • • • • • NORTH PORT,FL 34288 By INSTALLER � I O I� -n • • •• • • • • • PH.941-380-1574 INSIDE AND OUT �o❑O cO❑��a n�❑�Da�.J • •• • • • • ••• • oU DO NOT COVER • • • • • • • • • SHEET DESCRIPTION: WEEP HOLESEMBEDMENT •• 000 •• • • • •• INSTALLATION DETAILS SUBSTRATE SMIN.EE TABLE 1,SHT 10 PERIMETER SEALANT 3 8 4 TRACK COMPLIANT WITH MMA 800 BY OTHERS BY INSTALLER INSIDE AND OUT DRAWN BV: DATE: SEE TABLE 1.SHT 10 • ••• • • •••SUBSTRATE BLZ - 05/06/16 39.FRAME INSERT • • • • • • BY( MIN EMBEDMENT MIN.EDGE DIST. SEE LAYOUT • • • • • SEE TABLE 1 SHT 10 DWG#: REV.: SEE TABLE 1,SHT 10 ON SHT 8 REO'D AT ALL FRAME • • • • • • *SEE iBLE 1•SHT 10 ANCHOR LOCATIONS /—G`,HORIZONTAL SECTION CWS-1150 1 t 1 VERTICAL SECTION 000 • ••• • • • 10 4 TRACK JAMB ANCHORAGE SCALE: SHEET 10 4 TRACK SILL ANCHORAGE 1:3 11 OF 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • + l/ • • • 1 / • a Wv-! W w BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search H rid, Product Approval �USER:Public User Product Approval Menu>Product or A ation List>Application Detail • FL# FL18320-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived f l Product Manufacturer SIW Impact Windows, LLC. Address/Phone/Email 975 S. Congress Ave. #102 Delray Beach, FL 33445 (561) 274-9392 ALOPEZ@SIWIMPA S.COM �•• • •••'•• • Authorized Signature Javad Ahmad �:• • • alfarooq@afceng.com '••••• :00••: •••• •••• • • •••• •••• ••••• Technical Representative Chris McDonald • •••••• ••• • ••••• Address/Phone/Email 975 S. Congress Ave ..•.. �.: •••••• Suite 102 Delray Beach, FL 33445 00000* • •• (561) 274-9392 • :•••:• .••.•. cmcdonald@siwimpactwindows.com; ••� ; ;•.•.; Quality Assurance Representative William Fernandez • Address/Phone/Email 975 S. Congress Ave Suite 102 Delray Beach, FL 33445 (561) 274-9392 wfernadez@siwimpactwindows.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Metho a ua lon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 3 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation &Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jesus Gonzalez, P.E. Validation Checklist- Hardcopy Received i Certificate of Independence FL18320 R1 COI SS- SIW 500-9-12 Alum OS ED (LMI)-CI 2014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 �� • TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/15/2017 Date Validated 08/14/2017 Date Pending FBC Approval 06/20/2017 Date Approved 08/15/2017 Summary of Products FL# Model, Number or Name Description 18320.1 Series"500-12"Aluminum Outswing Large missile impact resistant aluminum outswing door Door Limits of Use Installation Instructions """ Approved for use in HVHZ:Yes FL18320 R1 II SS- SI 59OA 2 Alum OS�D (LMI) -DWlt Approved for use outside HVHZ: Yes W17-55.Ddf •..•.• • Impact Resistant: Yes Verified By: Javad AhmddPC96592 " ' "' Design Pressure: +60/-60 Created by Independen?"iP&Party: Yes • ;•••�; Other: See drawing W17-55 for span vs load combinations Evaluation Reports 0906 •.•• . • and installation details. FL18320 R1 AE SS-511d. e12 Alun&0&9D (LMI.).F�b Created bylndependent rty: Yes • • • 20.2 Series"500-9"Aluminum Outswing Large missile impact resis'tan!aLminu r outs ' dojr• % Door W/Wo Sidelite or Transom ••..•. Limits of Use Installation Instructiohs.' ; ,•• • :' �•: Approved for use in HVHZ:Yes FL18320 R1 II SS- 500-9 OS A Door W,%-1 DWG W15- 5 Approved for use outside HVHZ: Yes R1 df Impact Resistant:Yes Verified By: Javad Ahmad PE# 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing W15-45 for span vs load combinations Evaluation Reports and installation details. FL18320 R1 AE SS- 500-9 OS A Door LMI -PAE 2014 df Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® W FIN-1 RE Credit Card' s Safe .. . • . .. • . ... • .. . .. . • • • • . ... . . . . 0% .. 0: 0 .. M0 • 1 • • • •—• • • ••• ••• • • 000 • GRILLE Z NON STRUCTURAL SHAPES VARY DECORATIVE GRILL 3/16' HEAT STREWD GLASS 3/16'HEAT STREN'D CLASS OPTIONALSOL RI BAR 0 .090' Interloyer 090'intedayer •• • • •• • •• O Kuroroy Butacite PVB Kuraray Sentrydos • • • • • • a By'Kuraray America, Inc.' By 'Kuraray America, Inc.' • ra •• • • • 3/16'HEAT STREN'D GUS$ 3/16'HEAT STREN'D GLASS 000 • ••• • ••• •• 8/10 SMS ��C 2 ` = W ` _ 4/GRILLE MIN. p. ppF� pm /1 \ Zyj uF• 7 17 �\ gF �i i 17 \ m /� i j THESE DOORS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. n SHUTTERS ARE NOT REQUIRED. Q 6 f 3 12 \ LL 3 12 i I 1 I I SERIES 500-9 N' S995 ALUMINUM OUTSIYING ENTRANCE DOOR -J- o DOWo \ DOUBLE (XX) LEAF DOORS W O 5 2 k 3. 37 s7 37 SINGLE (0/X) AND DO RS WITH TRANSOMS SEE SHEET 4. Jo ^ 21 AT 1/4 POINTS ON 21 AT 1/4 POINTS ON UTES 21 / AT 1/4 POINTS ON LITE$ SINGLE AND DOUBLE LEAF BOORS WITH SIOELITES SEE SHEET 5. WIDER THAN 36'0 WIDER THAN 36'ONLY WIDER THAN 36'ONLY LOWER VALUES FROM TRANSOM/SIDEUTE CAPACITY CHART OR DOOR CAPACITY (n WILL APPLY TO ENTIRE SYSTEM. 3 M GLASS TYPE 'A' ..A TYPE 'B' ALTERNATE GLAZING DETAIL p I:M 7/16'OVERALL LAM.CLASS 7/16'OVERALL LAM. GLASS GLASS TYPES 'A'8'B' DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER Z(n INFILTRATION RESISTANCE IS REQUIRED. N a DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. �I Z V S 5/32'TEMP.CLASS - a U CO AR SPACE 3/16'TEMP. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE r REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY vi DECORATIVE PANEL AIR SPACE HURRICANE ZONE (HVHZ). - i3 3 In J NR SPACE IBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY NrnD 5/32"HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS TO TRANSFER LOADS TO THE STRUCTURE. - O .090' Interlayer 090'Interlayer ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Kuraray Butacite PVB Xuraroy Butocite PV8 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. By 'Kuraray Americo, Inc.' By'Kuraray America,Inc.' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 5/32'HEAT STREN'D CLASS 3/16'HEAT STREN'D GLASS NOT PART OF THIS APPROVAL SILICONE TO BE APPLIED TO ENTIRE FRAME PERIMETER. c SILICONE SIUCONE DOW 995 DOW 995 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. z 4J 2i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT mm , M m COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE o REQUIREMENTS OF THE FLORIDA BLDG. CODE. 7 7 I MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 13 v 13 - IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. • I LABELING TO COMPLY WITH SECTION 1710.8.2. o D CARDINAL XL rA EDGE SPACER A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED W THIS ENGINEER Sealed:08/10/2017 ST. STEEL n GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFICY C o: 2 \ / \ / PROTECT;L..WHERE THE SITE CONDITIONS DEVIATE FROM ME P.E.D. FL #18320 8-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND 111 /I 111111 \ INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION 1`JW All /A 4 37 37 PROVIDED HE/SME DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �:r'q",, q 21 AT 1/4 POINTS ALL SIZES 21 AT 1/4 POINTS ALL SIZES ON THIS DOCUMENT. 7:'�00�. ':v Fi C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID TF o .- ALTERED BY ANY MEWS. 610.705099 GLASS TYPE 'C' GLASS TYPE .D, D-SITE SPE FIC PROJECTS SHALL BE PREPARED BY A FLORIDA REC6TERE0 FNWER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EA.R.) 1"OVERALL LAM.INSUL GLASS 1"OVERALL LAM. INSUL GLASS FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED drawing Tic GLAZING OPTIONS ENGINEER TO THE P.E.D.EHOINEER S/LLLL SUBMIT TO TMS UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 'I E-IRS P.E.D.SHALL BEAR THE DATE AND DRIGOOL SEAL AND SIGNATURE OF ss�ONAL ` W15-45 THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DOO WITH STD. -3 POINT LOCKING HARDWARE 39 348"MAX • • • ••• • ••• 66' •• • • • MAX.*.•• • w FRAME WIDTH • • • • • PRAME WIDTH• • - - - 13 3/4" • • • • • -• -•13 3/4" - Z r 5 1/2"MAX. MAX. 5 1720 IM••• • • ••• • IMX 0 HEAD/SILLA A -___ CORNERS S L HEAD/SILL SL QO O • • •I'• • I• • HEAD ANCHORS AT STILE ENDS 0 • • •I • •/ # \ • (7)AT 3"D.C. 0 8 a 11 I •• • 4fl I • •• � m^ mo, C /ii I D __ C /il a wed_" 1 Jit==== I m m 1 Jt=== I \ U. E �L _ < 9 q�i 11 g i�i rc � SEE SHEET 14 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. I �1 0 \\'' • \ 'i 1 V GS 3>n 1 I �I1A, 1 ��, ga 3 W tL m II I 11 \ I mm Iw Z Q fn IN. ACTNE \I INACTNE � - t. ACTIVE .YS �N� � 3 n W SURFACE APPLIED . _ SURFACE APPLIED _ _ �n 3" V)OI O FALSE MUN7INS OR B m FALSE MUNTINS OR - B. \ QG7 6 1/2" 0 DECORATIVE GRII I At DECORATIVE GRILL = MAY BE USED 29 9/18'MAX. in MAY BE USED 28 9/16'MAx. ;�-'o u SILL CORNER ANCHORS D.L. OPG. D.L. DPG. AT ADA THRESHOLD ONLY 36 9/16"MAX. 36 9/18'MAX. DOOR LEAF WIDTH DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS c (7)AT 3.O.C. O TYPICAL ELEVATION TYPICAL ELEVATION c ( x ) ( xx ) DOORS LOAD CAPACITY - PSF NOTE: SINGLE (X) OR DOUBLE (XX) DOORS WITHOUT TRANSOM GLASS CAPACITIES ON THIS SHEET ARE NGLE DOOR(X DOUBLE DOOR (XX) GLASS LOCKS .HINGES BASED ON ASTM E1300-09 (3 SEC. GUSTS) `o c DIMS. DIMS. TYPE 'A' TYPE 'E' TYPES 'C' h 'D'. TYPES 1, 3 TYPE 4 TYPE 5 �DY AND FLORIDA BUILDING COMMISSION FRAME FRAME FRAME FRAME PER DECLARATORY STATEMENT DCA05-DEC-219 g WIDTH HEIGHT WIDTH HEIGHT Exr.(+) IHr.(-) Exr.(+) INT.(-) EXr.(+)_ INT.(-) Exr.(+) INT.(-) EXT.(+) INT.(-) ExT.(+) Kr.(-) LEAF 39-3/8" 80' 76" 80" 70.0 70.0 80.0 80.0 60.0 60.0 800 80.0 60.0 60.0 82.0 82.0 3 111 /� b 111111 39-3 8 97-3/4' 78" 97-3/4' 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 82.0 62.0 4 / _ _ _ _ _ _ Sealed:08/10/201 59-3 B' 108' 76" 108' 70.0 ..70.0 80.0 .80.0 - 80.0 80.0 4 EXT.(+) DESIGN LOAD IS BASED ON SIO. SILL GLASS D.L.O. FORMULAE: - No.70592 SEE SHEET 1 FOR CLASS TYPES DESCRIPTION. - {} SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. D.L.O. WIDTH = FRAME WIDTH - 9.813' (X DOORS) _ u (FRAME WIDTH - 22.875')/2 (XX DOORS) * D.L.O. HEIGHT - FRAME HEIGHT - 11.5" (4" BOTTOM RAIL) drawing no. - FRAME HEIGHT - 13.5" (6' BOTTOM RAIL) = FRAME HEIGHT - 15.5' (8" BOTTOM RAIL) * USING #20305 (1/2" HT.) THRESHOLD FL #18320 0 #1 1 1111 sheet 2 of 16 %• • ••• • • • ••• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• DOORS WITH SURFACE APPLIED PANIC HARDWAAM}• • ••• �V 1= •• •• • • • •• • N h _ • • • •_• • • - - 39 1/4" ••• • • • • 78 1/1846 • ZO � FRAME WIDTH FRAME WIDTH e� .7 6 5 1/2' MAX. 5 1/2'MAX. 1II000 C o HEAD/SILL ! Al HEAD/SILI•• • • A •• __aa• •• CORNERS CORNEB6 • • • •i�1 • -`�• �, LL •• 4 0 • • HEAD ANCHORS AT STILE ENDS Q'g l9 Q (7)AT 3'O.C. O 6 i L16 zw E1 \ � n J � SVR i �� p S • n O , � � '- �00 J N W = � n 4 ry 1 n --�-- ^ --- -- ! -------- SEE SHEET 14 FOR LOCK DESCRIPTION N rn O R ------ m a S2 --- ----- p 4 AND SHEET 9 FOR DETAIL. N r 25 2i o �SVI? v i \\ I \\ //i 3W� n Qoco� 7 , 81 m a1 o 0 D.L.OPG. D.L OPG. 36 9/16'MAX. 36 9/18'MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH DOOR LEAF WIDTH (7)AT 3.O.C. 0 TYPICAL ELEVATION TYPICAL ELEVATION t ( x ) DOOR OPTIONS ( XX ) v DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSP SINGLE DOORS (X) DOUBLE DOORS (XX) •' C • CLASS TYPE 'B' CLASS TYPE 'B' m o DOOR DIMS. ADA THRESHOLD DOOR DIMS. ADA THRESHOLDFRAME FRAME o WIDTHHOGHf EXT.(+) I WIDTH INT.(-) FRAM HF�hR EXT.(+) iNr.(—) LIIIIII �� 39-1/4' 97-3/18' 62.0 1 62.0 1 76-7/16' 97-3/18' 62.0 82.0 NOTE: Sealed:08/10/2017 g j VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. N6.70502 � y DOOR D.1.0. DIMS. D.1.0. HEIGHT = FRAME HEIGHT - 73.313" (6' BOTTOM RAIL) Browing no. D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.825' s••' •••• ��0� W15-45 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.875)/2 FL #18320 �ail I717� sheet 3 of 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 39 3/8'MAX. • • • ••• 74. ••• SINGLE OR DOUBLS DOORS WITH TRANSOM CAPACITY -PSF DOOR/TRANSOM FRAME WD. • •• • • P-TwS FRAME'I. FRAME/ CIAS9 TYPE GLASS 7YP5 GLASS TYPE �\� • • • • • • TRANSOM DOOR TRANSOM A B C 3 D to 37 1/8" • • 73 3/t AUX• WIDTH HDCM HEIGHT EXT.(I)F-.(-)DO.(+)IM.(-)EXT.(+) Z TRANSOM LEAF W. ••• ••• • • TRANSOL•Kii WWTH 24' 70.0 70.0 76.3 78.5 60.0 60.0 0 -I 13 3/4' 13 3/4' LXX) 30' 70.0 70.0 73.4 73.4 60.0' 60.0" j a 5 1/2' MAX. MAX. (2)ANCHORS 5 1/2'MAX. 10' MAX. 98, 36' 70.0 70.0 70.7 70.7- 60.0 60.0 HEAD AT TRANSOM ENDS �p-,-�� HEAP O HEAD/SILL .F SILL ALL LOADS HE�(SIL` • • F. •.u►'y..l•• SILL 24' 68.4 66.4 68.4. 65.4 60.0 80.0 v CORNERS � ER� • • •I I •I 30' 85.3 65.5 65.3 65.5 60.0 60.0 36" 63.1 53.1 63.1 63.1 60.0 50.0 O LL • • • • •• • - - 11-- 24' 69.5 59.5 69.5 69.3' - - 0 p • • • • •••�i •• 72' :01 66.9 66.9 66.9 66.9 - I'p (XX) v Q ly I,i W �yS 1.-1 xy 1y I I I I I I36" 64.7 $4.7 64.7 64.7 1�• 24' 62.1 62.1 621'. 62.1 t 75' • W. %% 59.7 59.7o 98 59.7 59.7 In 38 57.7 37.7 _57.7 57.7 - - I K3 /6 ��='•3d� � Xtj 61 70.0 70.0 80.0 80.0 60.0 60.0: 1 u j io 39 3/6' 10B' 36' 70.0- 70.0 80.0 80.0 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL J FOR LOCKS AND HINGES LIMHATIONS SEE SHEETS 2 6t 14. v m (5)ANCHORS o AT TRANSOM ENDS ^ U h x<�E E �• ALL LOADS ya x mg as 'I x mg mo I' i \ pan w G 4i • / I i x i 41 / i \ D.LO. HEIGHT (TRANSOM) = TRANSOM LEAF HEIGHT - 10' Z D.L.O. WIDTH (TRANSOM) = TRANSOM LEAF WIDTH - 10" 3Lu_ .Nai .ri iV 11 I rS D V.' I I I Z of c9 y])} 1 7 L) O ZO 1 J _TV7SAvi G O O IF O O N o N* \ i / - 3 n �I I ryl I I p \ 1 / 1 u u ACTWE \I INACTIVE - ACTIVE L' SURFACE APPLIEDIn SURFACE APPLIED FALSE MUNTINS OR � 8 mw FALSE MUMINS OR DECORATIVE GRILL ¢ DECORATIVE GRILL MAY BE USED 28 9/18 MA%. MAY BE USED 28 9/16'MAX• to SILL CORNER ANCHORS 2 o D.L OPG. D.L. OPG. AT ADA THRESHOLD ONLY I o I � L '6' MAX. 36 9/16' - DOOR LEAF WIDTH DOOR LEAF WIDTH - SILL ANCHORS AT STILE ENDS (7)AT 3.O.C. Ali, � T Sealed:08/10/2017_ NaTD5B2 - Browing no. W15-45 FL #18320 s��kA�nB�. 6n66L a Orts .. .. . . . .. .. . . . ... . . . . ... SINGLE (STATIONARY) SID.IELITEM UNIT • ••• • ••• {�V 3 (SEE DETAIL IN SHEET 11/ ,y � 39 3/8'MAX. •.• ••. • • 000 • Q FRAME WIDTH E: i G O 3C1 v 13 3/4-EAD .• • • • •• ••• •. S 1/2-MAX. MAX' • • • • • • • • • 4 HEA)/SILLI 5 • ••• • • • • •• • O CORNERS : • : • • • • . A- •. • • • • • •.• •• V p u C&<� go IL z ai_ NARROW ____d SIDELITE �{. N/ Q W =• m a mg m o WIDE SI DEUTE ti a tq(� HtA W � II y �[a a Sao / JUJ N vw � II c Vlqhc� g u 34in 0 jz o �n Q zy) 4 Uzi 1 a0 avm II a I N II moo O SURFACE APPLIED FALSE MUNTINS OR J m z DECORATNE GRILL MAY BE USED 29 9/16"MAX. ;� g D.L.OPG. c 36 9/16' MAX. SIDELTTE LEAF WIDTH 1 o TYPICAL ELEVATION ( 0 ) c . 2 o SMEUTE.LOAD CAPACITY - PSF s STATIONARY PANEL(0) GLASS TYPE GLASS TYPE GLASS TYPES 1 11 II SIDEUTE DIMS. •A' •B' C. do 'D• 1yFRAME q ME WIDTH HEIGHT EXT.(+) IM.(-) EM.(+) INT.(-) EXT.(+) INT.(-) Y;• NZ� i '�� 3s-3/e' 97-3/+' 7o.o mo mo a- mo amo Sealed:08/10/2017, HaTo�s_ - 39-3/8"j- 108•-- 70.0 -.70.0 80.0 1! 80.0 drawing no. .... W 15-45 FL #18320 W15�� i�Ni0.;;11``�� a1of 5 •• •• • • • •• •w • • • • • • • • • • • DESIGN LOAD CAPACITY - PEP 169 3/4• SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS •• •• i • • •• 13 3/40 FRAME WIDTH 6• GLASS TYPE 'A' (SEE NOTE BELOW) GLASS TYPES �5 1/2•MAX.• • : • • • MA)T 3� (0)ANCHORS � vl _ .CLASS TYPE 'B' 'C' & 'D' • HEAD/16ILL •. A AT HEAD/SILL_ _ Z • 3 NARROW STILE ••i CO�NEM6 • ••• `�t I a .� NARROW STILE NARROW STILE WIDE STILE WIDE STILE h SMELITE SIDELITE SIDELITE SIDELITEWID ! n a S TM HEDOOIGHT W/0 REINF. WITH REINF. W/O REINF. W/O REINF. - -- I 0 U INCHES INCHES E)kT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) ETR.(+) INF.(-) • • •• 00;� :•• • ji i ` 30 -80.0 80.0 60.0 80.0 80.0 80.0 60.0 60.0 K • • • •I •• I I / \ 36 60.0 80.0 80.0 60.0 80.0 80.0 60.0 60.0 • •• j • j / I \ �• r y�I�ARRgqppww • R-_ 4z eo.o bolo bolo solo eo.o eo.o sola solo- • • • �* • '-- �_ \\ �%. V H 46-7/8 solo 50.0 80.0 80.0 60.0 80.0 - - fSy 1y 48 80 80.0 80.0 60.0 80.0 80.0 80.0 - - K' I j NARROW /I j \ �� O >a a 52 73.8 73.8 731.5 73.8 73.8 73.8 - - mg mo DWIDE EU Jt__SIDELITE _ 1�t-- - \ C4�IC 54 71.1 71.1 71.1 71.1 71.1 71.1 - - - SIDELITE __- -� -y,L- -- i j. \ 56 68.6 68.6 58.6 68.6 68.8 68.6 - - 60 64.0 64.0 64.0 64.0 64.0 64.0 _ - - W ti I WIDE I L7 v 30 80.0 80.0... solo 80.0 ...80.0 80.0 60.0 60.0 3 x C9]] ��so 304Y SIDEUTE 36 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 o m Jo < I I > 42 80.0 80.0 80.0 60.0 80.0 80.0 60.0 60.0 222555 I ��J 46-7/9 80.0 90.0 80.0 80.0 80.0 80.0 vI 0 v 48 84 60.0 80.0 80.0 80.0 80.0 80.0 - - lt----- 52 73.8 73.8 73.8 73.6 73.8 73.6 - - 54 71.1 71.1 71.1 71.1 71.1 71.1 - - I� \ I� I / '�i JO_ .. 56 68.6 68.6 68.6 68.6 68.6 66.6 - - _ ,i JI - _ 1 ��u v+ 60 84.0 64.0 64.0 64.0 64.0 64.0 - - _-It=== --=1�'�- i / 3 La n �2 30 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 36 60.0 50.0 80.0 solo 80.0 80.0 60.0 60.0 3 W w 42 80.0 80.0 80.0 80.0 80.0 80.0 - - I6-7/8 80.0 80.0 80.0 80.0 80.0 solo - - \ / F CC)AUaC R. 48 90 80.0 80.0 80.0 80.0 80.0 80.0 - - - - - INACTNE ACTNE - - Q O W N 52 73.8 73.8 73.8 73.8 73.8 73.6 - - 1' ``1 � 1 d U 54 71.1 71.1 71.1 71.1 71.1 71.1 - - SURFACE APPLIED - - FALSE MUNTINS D.L OPG. 26 9/16' MAX.` MAY BE USED D.L OPG. o - N rn G ' 56 65.6 68.6 68.6 68.6 WA 68.6 - - = I3 3'n J 30 80.0 80.0 60.0 80.0 .80.0 80.0 ;80.0 60.0 NARROW/WIDE 36 9/16'MAX. (OXXO) o V 36 80.0 50.0 80.0 50.0 -80.0 80.0 60.0 60.0 SIDELITE WIDTH DOOR LEAF WIDTH 42 50.0_ _80.0 80.0 1 80.0 1 80.0 80.0 - - 1 1/4' SILL ANCHORS AT STILE ENDS 46-7/8 96 76.0 76.0 76.0 76.0 76.0 76.0 - - 76MAX. DOOR WIDTH (XX) (7)AT 3.O.C. 48 75.1 75.1 75.1 75.1 75.1 75.1 - - 39 3/8-MAX. DOOR WIDTH (X) 52 71.8 71.8 71.8 71.8 71.8 71.8 - - REINF.AS REOD. SEE 54 70.2 70.2 70.2 70.2 70.2 70.2 - - CHART © SIDELTTE LEAF WIDTH SIDELITE WIDTH - 1 3/8' 0 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 - - 36 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 u 42 79.1 79.1 79.1 79.1 79.1 79.1 - - n 97-3/4 45-7/5 74.7 74.7 74.7 74.7 74.7 74.7 - - 48 73.7 73.7 73.7 73.7 73.7 73.7 52 70.5 70.5. 70.5 70.5 70.5 70.5 - 30 80.0 80.0 80.0 80.0 80.0 80.0 - - - 36 80.0 s0.0 80.0 80.0 80.0 80.0' - - EXT' EXT• u o 42 102• 75.8 75.6 75.8 75.8 75.8 75.8 LEAF W67TH R FRAME WIDTH a6-7/8 71.6 71.6 .71.6 71.8 71.6 71.6 - - NARROW SIDEI-TE WIDTH DOOR FRAME WIDTH WIDE SIDELITE WIDTH 111 1111 r 77 48 70.6 70.6 70.9 70.6 70.6 70.6 - - JF!':•� �i l NARROW STILE RIDE STTLF. � P. 30 79.7 79.7 80.0 80.0 80.0 80.0 - - SIDELITE WITH DOOR SIDELITE WITH DOOR •••. 35 73.2 73.2 77.3 77.3_ 77.3 77.3 - - (W/WO REINFORCEMENT) INSTRUCTIONS: USE cHARTS As FOLLOWS. N6.70602 42 108' 67.7 67.771.6 71.6 71.6 71.8 - - 48-7/5 63.7 63.7 67.6 67.6 67.6 67.8 - - 1, SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM Sealed:08/10/201 TABLES ON SHEETS 2 k 3. 48 62.9 62.9 66.7 66.7 86.7 66.7 - - 2. SELECT LONER OF SIDELITE TO DOOR MULLION Browing no. FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF CAPACITY FROM TABLE ABOVE. s'•' °"'' W15-45 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 3. LOWER VALUES FROM STEPS t OR 2 WILL APPLY `s�ONAt FL #18320 To ENTIRE SYSTEM. rrr I t11 Sheet 5 Cf 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1 A / 1 1 A I ..• 1' • I •• • � Y N (Ey //• ••• • e // • • \\ Q a , Ora SINGLE LEAF DOORS WITHOUT SIDELITES. p o SINGLE LEAF DOORS WITH SINGLE SIDELITE AT • •%�• •• �: �: EITHER SIDE OF DOOR.LI U o\ \ • •' • • \• •• / V 0 S9 3/6'MAX. {�_111�ggq DOOR FRAME Q J //(D--- TE Ev / \ / c \ / c \ D L/ - - \ DOUBLE LEAF DOORS WITHOUT SIDELITES. Jo _ UL DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT tnEITHER SIDE OF DOOR. Lu ¢L)�j1 _ _ a0m " + e A �N> Q r 76'MAX. OPTIONAL 76'MAX. DOOR FRAME DOOR FRAME J ii�XXS y Wrr WF N N / / \ OPTIONAL o ' / c c SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS v AND WITHOUT SIDELITES SEE SHEET 5 FOR SIDELITE WIDTHS \ \ / D.L.O. HEIGHT (SIDELITE) — LEAF HEIGHT — 12' (4'TOP RAIL. 6' BOT. RAIL) o• \ \ D.L.O. WIDTH (SIDE UTE) = LEAF WIDTH — 10' (WIDE STILES) a \ \ l D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH — 6' (NARROW STILES) L \ / `TTnul rrrr/ y APPROVED CONFIGURATIONS Sealed:08/10/2017` S 39 3/6' 78• No.70602 y �' MAx MAx DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING F.B.C. APPROVED MULLION IN BETWEEN. drawing no. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL p1 ; APPLY TO ENTIRE SYSTEM. S' ` [W15-45 TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). FL #18320 r`r;OrWAI�T�A` III sheet g of 18 .. .. . . . .. .• • • • ••• • • • • ••• TYPICAL ANCHORS i SEE ELEVATIONS WOOD BUSK ••• ••• METAL STRUCTURE N FOR SPACING • A15TENERS eY(:HERS • •• .. 1BY WO LICK OR SEE CHART • • • • • • OR APPROVED MULLION of Wes FOR MIN. LENGTH DGE'pST • • • • STRUCTURE EXTERX)R NI •• : E •. - - Z FINISHES _Q F BY OTHERS CONCRETE EXTERIOR _ EDGE DIST. F b I . .. FINISHES .:. :. f a BY OTHERS - G 0 y: - O� v t t/e' • • • •� Ids•• • • � �� ` TYP. • i=• • • • m x m x V _ _ 99N• • ••• •• �ggN \99N O 11 1 i 15 16 ^ 3 TYPICAL ANCHORS ^ d TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS Q d t C I I FOR SPACING FOR SPACING Q 4 SEE CHART SEE CHART �, yy1 OO O FOR MIN.LENGTH FOR MIN. LENGTH Q W; FLUSH BOLT TYPICAL ANCHO e GUIDE TUBE AT HEAD AT SILL AT JAM �j f ANCHORS TYPE SUBSTRATE MIN. LENGTH MIN. EDGE DIST.MIN. LENGTH MIN. EDGE DIST.MIN. LENGTH MIN.EDGE DIST. 1/4'DIA. ULTRACONS WOOD 2-3/4' 1' NA N.A. 3-3/4' 1' BY 'ELCO' MASONRY NA NA NA N.A. 3-3/4',. 2-1/2' = m (Fu-177 KSI, Fy-155 KSI) CONCRETE 2-3/4' 2-1/2' 2-3/4'_ 2-1/2' 3-3/4' 2-1/2' j o V � F 1/4'D NG SCREWS METAL 3/4' 3/4' NA NA 4' I (GRADE 5 CRS _ JO W000 - 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. � N RG MASONRY s C-90 HOLLOW/FILLED BLOCK Pm - 2000 PSI MIN. 3>M CONCRETE f'c - 3000 PSI MIN. z Q¢n s O 34 METAL. - 1/8' MIN. THK. STEEL Fy - 36 KSI MIN. Zto �[ w F.B.C.APPROVED MULLION 1/8' MIN.THK. ._L w = TRY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. ~ U m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER a V m $ mo I THEM TO BUILDING STRUCTURE. (>} g JANCHORS MAY BE HEX OR FLAT HEAD. 3 N o J � O a m ai SEE LEAF CORNER ` 2 -'-DETAIL ON SHEET 15 I 1 I a II II W II 11 11 jj W 1 1 POURED& HARDENED I I 1 1 11 HIGH STRENGTH GROUT I I 5 f'c- 5000 PSI MIN. ^ 1 I 4 NOT By S.I.W. MUST TRANSFER SHEAR © j LOADS TO STRUCTURE o lir i 1 I 1 LOAD BEARING 35 DOOR DETAILS .0 (SOLID � D OPTIONAL To oo � 2 ' w. CONCRETE.'. o' EDGE Qt§T,' 'c6NCR6Ii ' Sealed:08/10/2017: UGE DIST? _ ' 1 6 TYPICAL ANCHORS NO, . SEE ELEV. F - .......... CONCRETE .a. .:s .'•.. :TYPICAL ANCHORS FOR CHART ., SEE ELEV. FOR SPACING - FOR MIN. LENGTH 'SEE CHART EDGE DIST. A drawing no. ec '^ FOR MIN. LENGTH _ ADA THRES TION 02 . n STD. SILL OPERABLE UNITS OPERABLE UNITS 0�; `�� W15-45 OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE) (NOT APPROVED FOR WATER RESISTANCE) ', �0l1IAL (APPROVED FOR NATER RESISTANCE) LIMIT MAX.DESIGN LOADS TO}62 PSF LIMIT MAX.DESIGN LOADS TO}62 PSF FL #18.3.7.0 VI 1111 1\\ 6heeL 7 0(16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . %: . . . ... . . . . ... ... ... lu O ': NOT*: • ®: .• . •: .• APPROVED O v TYPICAL ANCHORS FGR TER RE515�1NC� • • FOR WATER RESISTANCE tl N FOR ESE ELEV.PACING •• 9 °° - HORS WITH STD.SILL _ .L 3 _- SEE E1.EV... SEE CHART - KFR NC 0 FOR MIN. LENGTH ACTIVE LEAP 15 1S 1"' I • + _ FORENGTH 6 0 13 000 • U • •• I 10 H. 3 3 LOCK OPTIONS 3 EXTERIOR SEE SHEEP 14 a J FINISHES BY OTHERS LEAF WIDTHWOE 3/9'MAX. FRAME WIDTH(%) EXTERIOR 3/8'MAX. 'LOAD BEARING LOAD BEARING SHIM SHIM X r iBY WOOD BUCK 2255 JJ FASTENERS BY OTHERS © LOCK OPTIONS O NOT APPROVED z FOR WATER RESISTANCES TYPICAL ANCHORS SEE SHEET 14 TYPICAL ANCHORS SEE ELEV. 9 -- SEE ELEV. `s' 0 FOR SPACING FOR SPACING �£n SEE CHART INACTIVE LEAFACTIVE LEAF SEE CHIN.LENGTH CHARTS ?N n FOR MIN. LENGTH. ' 13 7B 15 - VZU n aim_ METAL In �• ._._._._._: STRUCTURE Z3 3 In _ to to 0 Z. 00 ,g, D.LO. B B D.L.O. 8 3 J EXTERIOR FINISHES DOOR LEAF WIDTH DOOR LEAF WIDTH o BY OTHERS 3/6•MAX. FRAME WIDTH(X%) EXTERIOR LOAD HEARING SHIM ° SHIM APPROVED LOCK OPTIONS O FOR WATER RESISTANCE SEE SHEET 14 WITH STD,SILL c o T 1i 0 0 10 fe 'S DOOR DETAILS g YY 7711111 1//V n �.PJpD•... �� b SEE SHEET 1 --- - INACTIVE ` r fa ACTME - - - Sealed:08/10/201 No.7051112 ••••..•*- 8 ��! FOR GLAZING 0 IONS - b O drawing no. ' W15-45 e 6 EXTERIOR " s4S�ONAL� ` _ to FL #18320Tr TL sheet 8 of 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL EDGE dST. SEE ELEVATIONS NS •• •• • ••• • •• 01 FOR SPACING • •DgPF 3 �VIT�SLJB4CE•j;PLIED PANIC HARDWARE + EXTERIOR •.y'1/� SEE CHART 1 m FINISHES ;'.s"' FOR MIN. LENGTH • • • • • • • of • • • • • • • BY OTHERS .; 6 ,•15 CONCRETE Z 3 _ 08 I •• • • • ••• •••• •• .O.I. V • • • • • • • `�j+ 16. • ••• • • • • •• • O LL 11 • • • • • ••• • • C , '• OO 2 •• • • • • • ••• •• V Cg N Al 0 I piCa� C�mI �r 4 -PANIC LOCK FASTENERS O SEE SHEET 14 ;�_6 LL Z y I j TYPCAL ANCHORS I .SEE ELEV. �� U ' FOR SPACING 1 SEE CHART j ( FOR MIN.LENGTH C iw LO C1 s E1 x oar E) U�U Z U) 6 J p m Fis 18 )Zn 8 w ❑ ❑ b 0. DO g Si �Iri - . rt J_ is — VI O)O w is VQ r°J INACTIVE LEAF ACTNB LRAF oo�� 6 D.L.O.. 6. a D.L.O. J EXTERIOR 24 FINISHES 0 BY OTHERS DOOR LEAF WIDTH DOOR LEAF WIDTH 3/B• MAX. FRAME WIDTH S - LOAD BEARING SHM EXTERIOR o TYPICAL ANCHORS o B1 Q SEE ELEV. FOR SPACING SEE CHART DOOR DETAILS 0 A FOR MIN. LENGTH 0 11 , Sealed:08/10/2017 - ' gd;rowli;n, 'EDGE DIST:' 5 ` 'ADA THRESHOLD OPTION #2OPERABLE UNITS i �4� ��''••�� i •. (NOT APPROVED FOR WATER RESISTANCE) LIMIT MO. DESIGN LOADS TO*62 PSF FL #18320 /1/N111 111 6heet g of 18 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... BY OTHERS 18 TYPICAL HS1 RS ino mZ' MET vi - ••••• •• ••••�m:•••••• ••�, • ••SEEELOAPAL�STRZ�mU�xCTURE� • � BUCK • EFOR •OR OR SEECHTLm UPROVED MULLION O�•V �LL t ;1 O REGT EXTERIOR FOR MINH • • OICREE-FINISHES Ed. ••• -• •- • •- tEd O Ed. •• • •• • • U I O 4 QC 15 15.16 08 TYPICAL ANCHOS ANCHORS SEE EV0OATIOTGN5 Q < SPACING FOR ACINg Q it t- SEE CHART SEE CHART FOR MIN. LENGTH FOR MIN.LENGTH Am TRANSOM HEAD FRAMEtE I 1 II w O rn \ o VJ Y y J O G TYPICAL ANCHORSSEE � 1 FOR SPACING ELEVATIONS SEE CHAT FOR MIN. LENGTH Z N a 4 SMSHIMS S X 1-/4' SEE NOTE BELOW © ? 3 0 V a AT 12'0. . MAX. B j Q O N+� r i aUm •2 ALTERNATE LOCATION 2 n 15 FOR ANCHORS Y.S 3 N to �rn0 8 15 0 w 0 n 15 16 .y"' I EXTERIOR .4 u o f. D.L.C. o e EXTERIOR 3 ` FINISHES 73 3/8-MAX. Y BY OTHERS TRANSOM LEAF WIDTH c o o O a O x3/a'MAx. DOOR/TRANSOM WIDTH TRANSOM DETAILS "- g LDAD BEARING - c SHIM o ¢ Q SHIM SPACE A7 TRANSOM MULL ENDS: �11 111 fill" '.. iO '' g pv9D....... , 71f g ANCHORS INTO WOOD, MASONRY OR CONIC. Y.•'Jef'•. 1 0 o I I 1/2'MAX. SHIMS S n 4J' Sealed:08/10/2017_ Ns 702 j ANCHORS INTO METAL STRUCTURES 1/4'MAX.SHIMS - Y} - ' b (SEE SHEET 4 FOR HORIZONTAL MULLION ANCHORS) drawing no. ��''`�'•'''' o"'' W15-45 OPERABLE DOOR WITH TRANSOM FL #18320 ' i�fill I ` sheet t0of 16 C . . ... . . . ... .. .. . . . % .. . . . ... . . . . ... TYPICAL ANCHORS • • ••• • ••• SEE ELEVATIONS •• •• .0. • •• • �� o FOR SPACING • • • • • • • • • .Iffy WOOD BUCK = SEE CHART 0 • • 9 FASTENERS BY OTHERS v1 FOR MIN. LENGTH ply _ _ _ TYPICALHOR5• • • 9 - •� Z ti m EXTERIOR •EDGE'OIST: '. FOR SPACING.• .. TYPICAL ANCHORS r p FINISHES SEE .1RT FOR SEE ELEV. BY OTHERS COFICRETE FOR MIN.LENGTH 14 SEE CHART 6 O •• •• • • . •• "FOR MIN. LENGTH U • •.'i. • . • - Ito • • • • 0 O n ,6 ag>e<1 a 0 s to «.. 0 �& 9E 4 ooei Vtz uo 19 EXTERIOR 5o J 0 m 3 7 EXTERIOR FINISHES BY OTHERS NARROW SIDELITE LEAF WIDTH i r r II 3/6'MAX. SIDELITE WIDTH3/8'MAX. j q LOAD BEARING LOUD BEARING U n p SHIM SHIM N JO i. TYPICAL ANCHORS NFk SEE ELEV. tjj FOR SPACING o O>M iSEE CHAR O Q _ - FOR MIN. LENGTH 9 ZVADE In s = M 34 9 O SIDELITE 0 3 _ w O TYPICAL ANCHORS V SPACING Z VQ S SEE O DD H FOR SPACING d.V DD SEE CHART � 2 14 FOR MIN.LENGTH Vj Q n 3�0J' m A N m o I" . Q � 2 o ' METAL O_ STRUCTURE W to z W EXTERIOR -' o TBD.LO. S POURED B HARDENED 8 8 0 HIGH STRENGTH GROUT 3 m re- 6000 PSI MIN. WIDE SIDELITE LEAF WIDTH u O NOT BY S.I.W. MUST TRANSFER SHEAR � LOADS TO STRUCTURE 3/6•�• SIDELITE WIDTH I/4•�• LOAD BEARING LOAD BEARING SHN c u SHIM G p (SOLID SHIMS - ,1 15 16 OPTIONAL TO GROUT) SIDELITE DETAILS g to 1111l of Sealed:08/10/2017_— No.70602 _g } • 'CONCRETE .,y *.��' - � '� •• ■ 8 5'. a s •EDGE DIST.•• rrOR TYPICAL'ANCHORS �� drawing no. o'^ SEE ELEV. FOR SPACINGSEE CKART '�'•. i fD�'.•'A �� ''nrAt •1`1!11 sheet 11 or 16 � MFL 18320 LENGTH STATIONARY UNITS iSS� `� W�rJ-4•�J' (SINGLE SIDELRE) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TWILSPACING ANCHORS • • • • • • • • • SEE • • • • • • • FOR SPACING • • • • • • • SEER CHART ••• ••• • • ••• • — 0 W � LENGTH pq SMS 9 O HARROW AT 6'FROM 2ENDS 9 © SHIM o SIDELITE & 12'O.C. SIDELTTE AS REDD. v ;. . . .. o 22 . . . . . . . LL ,6 ,6 6 . . . ... .. 18 _: a $ 18 23EXTERIOR EXTERIOR 3 D.-0. 3 D.LO. _i r FINISHES ° 81.OTHERS NARROW SIDELTIE LEAF WIDTH 36 9/16' Lj N RdNF, MAX. DOOR LEAF WIDTH JJ N 0 SEE CHART 76'(XX) µ 3/8'MAX. SIDELITE WIDTH 39 3/8'(X) LOAD BEARING - MAX. DOOR FRAME WIDTH O Q M SHIM Q 2 to � N TYPICAL ANCHORS _ SEE ELEV. F W FOR SPACINGrn V Z SEE CHART d OV On N FOR MIN. LENGTH g /12 SMSWIDE WPDE AT V FROM R } n 9 O SIDELITE ©SIDEUTE / & 12'D.C. ENDS 3 j 9 O 22 14 16 18 15 o c u 16 "E 18 u 3 ,,6 g D.L.O. 6 3 6 EXTERIOR o 0 D.Lo. SIDELITE WITH DOOR DETAILS 36 9/16' WIDE SIDELITE LEAF WIDTH MAX. DOOR LEAF WIDTH 11 i o ` 3/8'MAX. SIDELITE WIDTH 39 3/8' (X) LOADSHIM BEARING MAX. DOOR FRAME WIDTH Sealed:08/1012017 7 92 i o i 0•' � drowinq no. FL #18320 ' i�HAI � sheet 12 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . . ... . . . . ... • • • ••• • ••• 1.900 r, 3 4.600 . 4.800 •• •40� • • • •• • 1.146 4.. V 1- 9 I 1� 094 .094 • " • • • • n •• '�� • • • • •_ 9 .094 Z .750 ,730 • • • • L 2.000 .094 1.969 T- 1.750 1.750 .750 1.0� L o84 1.625 a s •• • • • .••• •• 0.582 .1741- 774�I a9 ; v Fes-- • • -• • .078 N---2.021 2.122 2.122 •• ••�'� • ••• •• I • I �� Q • • • • • • • • • i 34 CHAIR RAIL a JAMB/MULL ADAPTER O n DOOR/SIDELITE FRAME HEAD/SILL 2\ TRANSOM MULLION 1 TRANS(SI�A FF&ME HEk • • •Lj6o•� + i �1 IL I n t1,250 1.040�•IOno }-.078 �•I 1.0702•� .078094 - FLUSH BOLT BLOCK n SNAP COVER Q 4.688 .125 iYP. 655 .123�r- i o .125 a 2.481 6 HINGE/LOCK STILE 1,000 �. + j I •050 1.365 1.000 1.365 J NO ^+ 2.040--^j .06 .078 .200 2.125 I 1.238 --I 1.000 M 3 FRAME JAMB .ole 1z 17A St' oa �. 2.000 Z 0 INTERIOR GLASS STOPS 3 w a r-1.900 �Z� i 125 .662 r- 1.196 m 100 .. TYP 7 SIDELITE SASH STILE 1- O 'jgs 9 2 5- �� .803 1.365 �rp�/�7J A m O ter' 4.000 r1.4e6 1.7L .144 r//�� 0 1.116 1.076 13 1© ' 094 2'136 EXTERIOR GLASS STOP zs STEEL REItJF. 0 4 TOP/BOTTOM RAIL .299 B ,717 .102 _ 3 A37 DOOR TRANSOM MULLION ADAPTER .062 •500- 1.939 r .170--I 5 le 4.000 -1 I,..056 1.059 OPTION #1'150 THRESHOLD COVER 2a ADA THRESHOLD 4.000(SIW5o2) I I 10 DOUBLE DOOR ASTRAGAL 8.000 (SIW537) Imo-2.118-tet 8.000(SOY336) .855 9 JAMB SCREW COVER 2'382100 LIL-9-T. 1.280 '150 2so Sealed:08/10/2017` c TYRoso X930 2.oes - ra.7o69z .078 a F�1.900�1 Fes--2.010 1.3751 4.632 _ - W15-45 D�• `� Browing no. OPTION #2 � ........i`r� s BOTTOM RAIL s� TRANSOM SCREW COVER t SINGLE DOOR ASTRAGAL 35 ADA THRESHOLD FL #18320 fill \ sheet 13 of 16 . . . . . . . . . . LOCK OPTIONS 1 & 3 LOCK OPTION 4 • • IrEr f •41PART •REQ1k• DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS (, A STD. 3 POINT LOCK MAX. FRAME HEIGHT = 97-3/4 IM •• • •1 • &9&52i •!S REO FRAME TRANSGM HEAD 6063-TB ALTERNATE TO 2 M� + 1 MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. 02 • • SWl5o5 • 1• DOOR/SID FRAME HEAD/SILL 6063-T6 - 0 MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF 000 •00 - 26- •SIW5o5B • 1 TRANSW MULIIDN 6063-T6- - Z- MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF 3 - SIN506 2/DOOR FRAME JAMB 6063-T8 F : 1C77VF I CAc 4 SIW502 1/LEAF DOOR NP/BOTTOM RAIL - 6063-T6 - € N a EXPOSED FLUSH DOLTS (FB-1202-914)' S SIW537 1/LEAF DOOR BOTTOM RAIL(67 6063-T6 SEE SHEET 1.3 p BY*SULLIVAN&ASSOC.' •• • • - --- - V MANUALLY OPERATED LEVERS MOUNTED ON • • • 41'•1• •.S�'S3 DOOR BOTTOM RAIL(B7 6083-T8 SEE SHEET 13 POINT LOCK ASSEMBLY(M 1805S) BY'ADAMS RI FACE OF LEAF STILE LOCATED AT • ••• 06 • • SIR50,• 2/*.EAF HINGE STILE/LOCK STILE 6063-T6 - WITH 4015 THROW BOLT AT 35-1/2" FROM BOTTOM 13-1/2"FROM BOTTOM AND 34•FROM TOP • • • le p • • • •7 • • S _2/. SIDEUTE SASH STILE 6063-T6 FLUSH BOLTS CONNECTED TO LOCK -- - - O� r KEY OPERATED ON EXTERIOR AND THUMB TURN ON INACTIVE LEAF •• • • O • SRY54!•• At REOO. DOOR TRANSOM MULLION ADAPTER 6063-T8 - V INTERIOR AND ENGAGING FRAME AT HEAD AND SILL 9 SW511 AS REDO. SCREW-COVER 6083-T6 JAMB&TRANSOM CONCEALED FLUSH BOLTS(FB-1202-914) BY'SULLIVAN&ASSOC.' 10 ' SIW509 AS REGO. DOUBLE DOOR ASTRAGAL 6063-T6 - o C_ LOCK ASSEMBLY(W511O-STACT6) BY'ASHLAND' MANUALLY OPERATED LEVERS MOUNTED ON 10A 511Y535 AS REOD. SINGLE DOOR ASTRAGAL 8063-TB - m WITH THROW BOLT AT 35-1/2'FROM BOTTOM INSIDE FACE OF LEAF STILE LOCATED AT p FLUSH BOLTS CONNECTED TO LOCK 13-//2' FROM BOTTOM AND 34'FROM TOP III SIW510 AS REGO. SCREW COVER _. 6063-T5 - <W N t'r KEY OPERATED ON EXTERIOR AND THUMB TURN ON — 12 SIW512 AS REDD. INTERIOR GLASS STOP 6063-T5 INTERIOR AND ENGAGING FRAME AT HEAD AND SILL / i 12A DWF-024 AS REGO..INTERIOR GLASS STOP 6063-75 - a N k{ INACTIVE LAF / I / 1 \,i. 13 SrW513 AS RECD. EXTERIOR GLASS STOP 6063-T6 - �1 CONCEALED FLUSH BOLTS(FB-1202-914) / I / I 13A SIN'533 AS REOD. EXTERIOR CLASS STOP 6063-T8 - BY SULLIVAN &ASSOC.' 14 SIW504 AS REDD. DOOR JAMB/MULL ADAPTER 6063-T6 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT - 15 9018E - BULB WSTRIPPINC VINYL. CENTRAL PLSnCS m 13-1/2'FROM BOTTOM AND 34"FROM TOP 18 U4513 - O-LON WSTRiPPING VINYL SCMECEL 17 5530 AS REOD. INTERIOR GLAZING GASKET(OUROMETER 7035) SANTOPRENE BY CENTRAL PLASTICS Yj -10 .. _ I 7 5531 AS REDD. EXTERIOR GLAZING CASKET(DUROMETER 70±5) SANTO PRENE BY CENTRAL PLASTICS qLe n t8 W23201NW0020 AS ROD. FINSEAL PILE WSTRIPPING - ULTRAFAB- - 31.0d t 20 +8 X 1/2' - ASTRAGAL SCREWS PH SMS - AT 4'FROM ENDS&8.O.C. O¢Ih LL ACM — K TA'E _ACTIVE 21 18 X 1/2' AS REDO. GLASS STOP SCREWS SELF DRILLING - AT 8'FROM ENDS& 15'O.C. MAX. Z 1n 22 /12 X 1-1/4' - FIX.PANEL'SCREWS PH SMS - AT 6•FROM ENDS& 17'O.C. MAX. 3 W 24 SD44HO 4/LEAF SUIT HINGES5T.STEEL DELTMU Z U 25 _ - AS REDD. MULLION REINFORCING STEEL - .Q O i ; LOCK OPTION 5 26 /12 X 4' 1/CORNER FRAME ASSEMBLY SCREWS _ ST.STEEL PH SMS PANIC EXIT DEVICE 27 J12 X 2" AS REOD. FRAME AND LEAF ASSEMBLY SCREWS Sr.STEEL PH SMS fn \ I \ MAX. FRAME HEIGHT = 97-3/16 IN. ze /tz x 1/z' AS REOD. HINGE ASSEMBLY SCREWS ST.STEEL FH u5 TYPE f 55 3:0 MAX. LEAF WIDTH = 36-9/16 IN. 29 20305 AS REDO. ADA THRESHOLD OPTION/1 6063-T6 - C1 MAX. DESIGN LOAD = 62 PSF 30 08019AV36 AS REOD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL �, INACTA2 I ACTIVE 31 SIW521 - FLUSH BOLT BLOCK - 6063-TB - ACTIVE h INACTIVE LEAF: 32 /2 - FLUSH BOLTS SULLIVAN&ASSOC. 38-9/18' 38-9/16' SURFACE VERTICAL ROO PANIC EXIT DEVICE BY 34 SIW539 - 2"CHAIR RAL 6083-TB - 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38' FROM SILL AT EACH LEAF. 35 SM'548 1 ADA THRESHOLD OPTION/2 8063-T6 - PANIC BAR FASTENED TO LEAF WITH 36 SM547 t THRESHOLD COVER 8063-T8 - 0 (1) /8-32 X 1/4'SOCKET HEAD MACHINE SCREW 37 - 2/LRE SLTT1Nc BLOCK EPDM DUROMErCR 80±5 SHORE A (1) 16 X 3/4' FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4"SCREWS. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH u SMALL JOINT SEALER. a o HINGES: `T,llnittl", v A \ _ 4"X 4"ST. STEEL BUTT HINGES DELTANA(DSB4NB OR SD44HD) �� J �•(.'�"1Q�� yI AT 13'FROM TOP AND BOTTOM ENDS AND 26-5/8'O.C. MAX. . •�� ' o HINGE ATTACHED TO DOOR FRAME AND DOOR STILE Sealed:08/10/2017 �• \ \ i USING(4) /12 X i'FH MS 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 all •• drawing no. 36-9/16' 38-9/16• FL #18320 ' �NAI.ES``` 111 sheet 14 of 16 .. .. . . . .. .. . • • ••• • • • • ••• i. 3i • • • • Z. /" /`• • • • • • • •• O f "• • • • • • a y� '• i 000 • • • 47 u • • • • • f • • • • ° • • • • •• 11 F 1 MR TRANSOM TOP CORNER O D00 SIDELITE FRAME TOP CORNER o: m ADA THRESHOLD CORNER -JO OPTION IF n I' z OQM ZEnLL 3w n • �x /8 % 1 P ER SIDE F11 E U U `1 PUQ p H i mcno � o 27 / u m TRANSOM MULLION CORNER / • / M ALUM ANGLE 1-1/4* % 1/8' H o 1-1/4"WIDE o ADA THRESHOLD CORNER /• /" OPTION #1 11Nnlu� � Sealed:08/10/201 M.gni *: drawing n; DOOR SIDELITE S ��`` W15-45 FRAME BOTTOM CORNER FL #18320 ��'��,N�;ti `� sheet 15 of 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ACCESS HOLE � •• •• • • • •• • • • . . . . N 27 _ • • • • • • • - O J • �$01 67 o O �a L .® o d<< 4° 1; I -gals W 1 DOOR TOP CORNER ACCESS HOLE 0 Q n 0 4 LLJ L 0=n FUQU I rn Q O 1+1 H J aUCo ylj �V1 Q 'o ST. STEEL VI m o WASHER_ O 2'x 1.2•x .15' � CHAIR RAIL CORNER ALUM PLATE 3t80IMMDOOR 8 THREADED ROD 27 c 0 1. U � L I I I c u I Vit• s N O O � C ACCESS HOLE 3/8'NUT Sealed:08/10l2017�-' � drawing no. CORNER FL #18320 ''S�DIYAI. 11 n• sheet�6 of 16 MIAMbDADE MIAMI-DADE COUNTY 7471111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F,(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidAde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or mdtejL fails to perform in the accepted manner, the manufacturer will incur the expense of suet to%ttgg and•the AHJ may e e;s immediately revoke, modify, or suspend the use of such product or material withi>ithei7 jurisdioti h RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade'Mulity Product Controls•••• Section that this product or material fails to meet the requirements of the applicable building code.• :•••• . 0.00 sees e e This r m 1 �h the Flarjog.Building,•• ode,including the High Velocity Hurricane Zone: • sees.. :7). . . sees. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion-tmel.el. •0 •••••• L DOCUMENT: Drawing No. 6300JR, titled "Impact—Resis •• Tube Mullions" e• sheets 1 through� 25 o prepare y manu acturer, dated 08/?* A I • with;•recision e•• dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the MtWI Rade Cpunty produdt" Control Revision stamp with the Notice of Acceptance number and expiration date by the'Warm-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising-literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-020) . MIAMIDADE COUNTY Expiration Date: May 26,��l J Approval Date: April 14P PGT Industries,Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.OS) 2. Drawing No. 63003R, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS g01;94 •••• ••••;• 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94:...:. 6)Forced Entry Test,per FBC 2411.3.2.1, and W 202_'94 ••• • along with marked-up drawings and installation diagrarq:Q j•clipped„alumint rh'•• mullions, prepared by Fenestration Testing Lab, Inc., Telt.Ra&A Na.WL-644x•.. (samples A-1 thru E-1), dated 02/28/11, and addendum letter,laud 05�/j 1: signed•••• , and sealed by Marlin D. Brinson,P.E. •• •• " •••';' (Submitted under NOA No. 10-0819.05) • . . . . ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5'11 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. Manue ez,P.E. Product Contof aminer NOA No—.f6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5f° Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. • • •••• •••• • • •••• •••• ••••• •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• • , , t Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ky NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE • 4s X MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE te - t 5i EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES............_.............1 . n MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.................... 1 o ELEVATIONS..................................1 i C FIGURE 1: MULL TO 2X WOOD..........._..........Z MULTIPLE ---OPENING WIDTH FOR VERTICAL AML—�{ ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS a X v MULL TO 1X 8 MASONRY..............2 MULLIONS —� I INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BIJT SHALL INSTALLATION NOTES...................2 d / SEE DETAILS I RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY................._...3 A41,GO SHAPE MULL 70 STEEL STUD...................3 SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL._............................3 "'� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1B0.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS................_...........3 Z N j III J �� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INS CUATIONPS..........._.......4 F BAY MULL INSTALU710N.............4 0Ul 1 X2X.125 MULL SPECS...............5 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS........_._..e J W INSTRUCTIONS. 1 X 2.75 X.376 MULL SPECS......_..7 1%2.76 X.85 MULL SPECS...........8 Ui Z �a O SEE DETAILS 11 III 11. \ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS...._..9 00 O p ~ / _ _ / III / 1 SEE DE c:LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER t X 4X.126 MULL SPECS.......... �_ A THRU G: I _ SHEETS 2a I _ ONLY 7W0 ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN t X 4 X.376 TUBE MULL sPECS....11 Q J 1 X 4 X.376 T MULL SPECS...._..11 LU J --- SHEETS LUEETS 2 I-- III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1ss X 3.188 X.285 MULL sPEc3...12 OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 Z W4 VERT. HEIGHT g)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS.....114 5 Y MULL FOR 1.25 X 3.84 X.621 MULL SPECS 15 � O -W MULL HORIZONTAL 2 X 4 X.26 MULL SPECS.._............18 Q 17 Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST Q a SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 8 X.25 MULL SPECS._._..........17 SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 328 3.25 X.125 AML SPECS....18 30'%3.25SAY MULL SPECS.........19 ~ F Q N O REACTIONS. 45•X 3.26 BAY MULL SPECS.........20 O Z MULLION 8 CLIP DIMENSIONS......21.23 F- Z ji FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NONS LOADING EXAMINES 1 d 2...EXAMINES......................24 (n ......................24 ..............25 (n PRODUCTS MAY BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 3 / III BY POT.CTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. W BY PGT. d..O Z•� O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 7{( �O !W /SEE DETAIL 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING — J3 d� HORIZONTAL SHEETS 2a WIDTFVHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT( SIFT2)FOR THE OPENING USING THE ASCE-7 STANDARD. --HORIZ.MULL LENGTH----1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. I--OPENMG WIo7H� —I LEANGTH I— I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULARITRAPEZOIDAL'. r I OPEN ___ 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FTI)FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,US WG PRODUCT REVISED HEIGHT R 4911.2 C.&wiN Ne FIDf1A THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION 13 SPANNING VERTICALLY OR HORIZONTALLY).THE Rulldin Code OPENING MULL r HFOR VERT. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBSIFP)FOR THE OPENING OBTAINED IN A1c PI--Na I�� HEIGHT LENGTH NULL MULL STEP 1). a ntii Date LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Mme. L L .. j___ _...__. REPRESENTS THE WINDLOAD iRANSFE�D V•TtlE VBSjRATF•BY TVAt�CHOt3Si4N0 MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH 8)FROM THE ANCHOR CAPACITY(LBS BLE ON THE SAJ SIZET�NOUS()(G YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\��ON( LYNN.4,1� SINGLE MULLION SINGLE MULLION FORVERTICAL MULL .-•""••- OPENING WIDn+. ANCHOWSUBSTRATE/ANCHOR-CLIP PATTERN MAA�4PRLY)46EL*CT•4N ANCYOR ObIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \ ! I '\\.•'•1cF.NSF'•.F'P i -4 FOR VERTICAL MULL CAPACITY IS MET. • • • • • • • • • SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSA'T1)OBTAINED IN THE TABLE IS HIGHER THAM THE DESIGN PRESSURE REQUIREMENT(LBS/FPI FOR THEN'' No.58705 FROM FIGURE I ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE (>; STANDARDS USED: 8 VERIFY THE DESIGN PRESSURE RA11NG(L9S1FT1)FOR TME FlNESTRATION VRODUOT TO BE USED AND COMPARE WITH THE FINAL MULLION :�� WTE O/ •2014 FLORIDA BUILDING CODE(FR),6TH EDITION CAPACITY(LBS/FPI OBTAINED FOR JA MUL:ION S'STE%.THEj04SERQF THI TWO STALL APPLY FOR THE ENTIRE MULLED FENESTRATION •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION LOR)OP,• Gam; PRODUCT ASSEMBLY. • •• • • • ��((((((•////��.ECJ•` -ALUMINUM DESIGN MANUAL,ADM-2010 B)HIGHLIGHT OPTION USED AND T"14E VALVES USED�PE•CIFIt APPLICAZ8N W+TUSING THIS NOA TO APPLY FORA PERMIT. A.LON�M1},1,�¢I`�.E. •AISI-SIOO.07182-2010 ��11Q, FL P. 58705 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • y MULLION d DETAIL A: DETAIL B: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKsrRIP TM' R PERRSSUBSTRRATE, cY UBS OR WOOD FRAMING WOOD BUCK AND MASONRY ATTAc MENr SEE BEE TABLES 78.168 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NOTE I C HELL SEE NOTE 7, E CO SHEET I.I MULLION 1 (n N ZrU j i .. Z " N h I I 1 I •.' '' .r'. '.,� Q H I MIN 2.7 KSI .. .. EDGE W d I. I I I SEE FOR HEETS ' 10 I I CONCRETE OR CMU' __ -DISTANCE, W 1 I I 21-20 fOR HOLE a I I I SEE SEE TABLES N EITHER TME I LOCATIONS -I STANDARD OR ^ ,^` 1 EDGE DISTANCE 7&186 Q' OFFSET MULL a I EDGE ® 1 < OR MASONRY LU Q 00 DISTANCE / INSTALLLLEYDer d I I I sc�RE1Y8�L i i I SIDE VIEW 7� Z (D 0 THIS METHOD. 250'MAX FOR °n° ° O J ALL MULLIONS . d' EITHERTHE 2 F- 7 STANDARD 5 OFFSET MULL z yyy CLIP MAY BE '� N G ° INSTALLED BY Z EXTERIOR �= THIS METHOD Z a d EDGE ` r a DISTANCE 0 Z Q p`1 10 d FOR b Q O ° MASONRY e F Z exp THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR FlNFRMED EXTERIOR °d WINDOWS.BUT MAY � ALSO BE USED FOR In rn 3 OTHER FRAME TYPES V Z Q O 00. z�V) U) TYP.ANCHOR 11� � TYP.ANCHOR PER SUBSTRATE, C 666 TVP ANCHOR PER SUBSTRATE, SEE TABLES 18-TSB SUBSTRATE, SEE TABLES 76.168 PER BEE SUBSTRATE, LES EDGHENO SUCKSTRIP DISTANCE AND SEE TABLES — ATTACHMENT 6UCKSTRIP 16.166 T ' ••; BY OTHERS, EMBE�DMENf AND EMBEUMENI T' ,•.. SEENOTE7, ,— -' ATTACHMENT -- SHEET I. BY OTHERS. SEE NOTE I. .•' SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PROOUCTREVISED SIDE VIEW n1can7plyi-Iwith the1*10 � Building Code FRONT VIEW e. iroiwD-k /jp2t B INSTALLATION NOTES: Mini H6dum T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• III 1 • • • • • • • • • �`\D��Y LYNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • •• • • • • • ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE • •• • • • • ••• • \�'� ,•• • • -NS. F ' 9 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • • • • • • `C 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. (/( Wl' -_ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. • ••• -• • 009 •• ••• /-h6';. W- - • • • • • • • '�•� - j • • • • • • • FLO 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • • • �.`CS•.,........ • ELCULTRACON OR ELCO V4'S.S.AGGREGATOR MASONRY ANCHORS. • •• • • • •• •• �'�i S/0NA1-• *00 • *00 • • • A.Lj'NNIMILLEA\\ .E. FL P.E.A 68705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: • —/ .12V MIN. MULLION TO MULLION DETAIL C: INTERSECTION NOTES: ^� 5� MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' 0 MASONRY STRUCTURE INTERSECTIONS. RYA LI (STANDARD CLIP SHOWN) VARIES m 2)MAY BE INSTALLED HORIZONTALLY + (SHOWN)OR VERTICALLY. a t TYP.ANCHOR ' EITHER THE I PER SUBSTRATE, 3)SEE U•CLIP DRAWINGSL ,SHEETS 21-23 NE}Ib STANDARD OR I I SEE TABLES 16138 FOR CORRESPONDING MULLION. Z d N OFFSET MULL I j - • TOP VIEW MULLION Q CUP ANY IE I I I n EDGE DISTANCE �++ INSTAL LEDBY I II I FOR MASONRY VARIES i---1 - _ THIS METHOD. I I ANCHORS I I N12 STEEL SCREWS, N I I I SELF•DRILLING OR PREDRILL 7$ Q tEXTE MULLION AND USE SMS W Om m OMULLION I--' ZEXTERIORTHEOFFSET fAw ISEDGE DISTANCE RECOMMENDEDFORg$FOR MASONRY FIN•FRAMED �IMEC7ION y ZANCHORS WINDOWS,BUT MAY t3ALSOBEUSEDFOR JV1 OTHER FRAME TYPES Z z Z Q W p TYP.ANCHOR 'd J Q Z O PER SUBSTRATE. n 4 H �SEE TABLES I0•738 SEE SHOLE LO.TIONS W TYP.ANCHOR NOLE LOCATIONS PER SUBSTRATE. BU_SOTRR SEE TABLESiB-139 FRONT VIEW DISTANCEE Uj ¢ Y Y ATTACHMENT SEE TABLES (f) BY OTHERS, 18438 UZ Q O d Z O EMBEDMENT S • SEE NOTE 1, �j HEET 1. EDGE 1 STANCE 0- Q • I-�-31 TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 19.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, ` SEE TABLES 18.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a` ` SEE SHEETS3FOR ® .,PRODUCT RBVISGD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE `ro 2t-73 FOR B complying With We Flmide CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Alot:pluuc Not'��•43 I xpinU Dale W211 MULLION By 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ' Mi 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •• •• • • • • • • • • DISTANCE LYNN M 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • SEE TABLES Old( ••""-••/(�(•��'� ELCO VLTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. • •• • FI>ANS7l.SKUDSTNINNERTINN 16138 �`2',•''1GCNSE ''• 'I FRONTVIEVC • • 7GRIAAIDO.MPLNNT•VITHTHE FLBUILDING ��,• v • •• • ODE,•2X WOOWCKER MUST USED. Q': '--•� ' ATTACHMENT BY OTHERS. Y; No.58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW _ NOTES: fx- • • •1)lAWX W0006ACKEDISTEEL STUDS,WOOD - '- gT G of- 1. P• •ANCH(9R VALUE9MAY BBTUSED. '•hX, - FLCRO..., U •• • ••2)%F.E`bORRES0bADING2ALLION TABLES, �� - RR fifi CCJJ f��AI '` SHEETS 5-20,FOR QUANTITY OF SCREWS. A.L'YN + I.LEf?,P.E. FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: �X FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION � � a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) c � SEE DETNLS A-E, 30'OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBS7RATES. tV MULLION II III m D Q z c LN D Q 2 w O O O O O O W O O TOP VIEW g 3 N W U o O SIDE VIEW TOP VIEW i m m W SHOWN WITH I'X 4•X.125- 1 MULLION v j TYP.ANCHOR F 7 EXTERIOR PER SUBSTRATE. 5 U m I I I SEE TABLES 150 OR 166 ? b I 2 cr Lp I TYP.ANCHOR I :) ~b z STANDARD MULLION CLIP I 1 PER SUBSTRATE, I EXTERIOR Q Z SEE TABLES IB•148 MODIFIED TO FR FIELD I 1 CI W I .. CONDITIONS. I I 2 PER MULLION EN z Z Q N O 1 I I I 2 PER MIRl10N END,MUST BE Q O z I I I I I I INSTALLED INSIDE OF BAY MULL. ` O a I MCD lAL10N I O� I co S Y II I 2'X6'X.12S' W N I ANGLE CLIP, Q O I I I 2 PERMULLION END, d z N MUST I3E MSTALLED �Q I I 1 INSIDE OF MULL. It 4ew 1 1 1 '�,_TYP.ANCHOR PER SUBSTRATE, SEE TABLES 10.148 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CAU OR MASONRY MODIFIED IN-FIELD. EXTERIOR ®-` E�Ep15T ,®� ^�� rRC.OUCTRFVISED (D PFjL AHC f m complying wiN Wu Florida �.{ Building Code © I INTO WOOD.STEEL, { Acocplulce No lG-OZ1$•Q'.� ALUN,CMU OR MASONRY 1 EDGE O Eapinlio6 Data 2� ® ® DISTANCE Mlaml Mo4U PER ANCHOR DISTANCE f NOij F&INSTAtLALOI`LOPTION G S H: `��,% 1,YNN PER ANCHOR " _ • 1�USf 2 ANGLE CYIPS�ER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS P. •• ••• •• • • • •• �L • '� 2)DETAIL G:SEE TABLES.IB-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE •�; tlp.55705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.1 V X.125'MULLION. LOCATIONS. 2)SEE TABLES 1BA3131 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.- • 000 3)DEFAIL H•SEE TABWrb JpB%%JjB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE .0•••,•'" (.{ g �6. ` 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • • : .r•'•. oto... ••• • ••• • • • A.ItY 44 p.E. FL P E 58705 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • ••• • • • ••• • • TABLE 1A � Mullion Caoacltv Table(Ime) Opening Width(favod1 I y6Pernlrlg m1J1I0n6)or Opaning Helght(for horlmr6eltyapemrg m1ilio s) $ 50h 601n 706 Soh 6oIn too 120 In RON tooln s R«lanpuler Tmp/al.no. Rwwvaer T.p/hlenp. . TnpIM•11 aeounpAr Trapr7e.ny. a«Inyl• Tmp/Tanp. WcIn6uY1 Tmp/01u•. Rad.rpeu hp/fang. Rxl.npin TnpfTAenp- RaclWQA TWNW-O• RWWWA r RY 1x2%.126 1u.drnl Laa1p Laeng Ladnp ladn9 L dn9 Lotl9• tadrq Laenw le•en6 ladnp Lamp lamp L01dn9 Ladnp WA1q Lamp Lamp p Alum.Tub• �.. � � � � � T � m .Mullion o � 42 N 111.6 405 1N.6 733 W.2 401 115.6 azs 79.6 406 fOT.e ]21 e9.9 400 101.4 719 621 406 101.o 319 e0.9 4a 104.0 319 M.6 406 10{.0 319 39.9 408 104A 710 76.0 105 101.0 311 J w x 48N 71.9 312 W.6 7e6 07.1 012 n.1 252 635 312 67.0 246 46.8 ]12 e32 216 41.e 312 e1.3 x14 017.0 712 H.0 241 71.7 Stt 51.0 2M 2ee 0112 61.0 2M W.4 31x 51.0 244 - N 60.W51. W.9 281 70.6 234 63.2RE121 226 45.6 281 65.7 224 39.1 261 52.1 222 35.6 x51 50.1 220 31.0 261 11.3 211 xeA 201 It.a x16 22.5 xq 49.7 211 20.0 2tl UA 216 m o 0 ; SIN 526 217 37,6 x07 47.1 ]02 ]7A U7 41.6 109 32A 21T 41.6 198 262 247 39.4 1M 26.3 247 35.4 IW MA 247 70.1 1W 18.0 217 30.1 /W 16.4 247 70.1 197 J 606 35,4 200 41.2 170 32.0 160 27.4 200 31.5 143 24.0 200 26.9 feo 21.] 200 21.1 169 192 700 23.8 1ST 16.0 xOD 25.0 196 J 876 77.1 tel ]5.3 195 27.8 16x 237 181 70.9 146 20.7 at 2{.5 145 10.4 +ot 22.5 144 10.5 tel 21.7 147 Z i 661n 20A 165 30.0 N7 24.0 176 x0A ttl x31 t>e 16.0 165 21.0 171 Lu 6 722 fN 237 120 IS.S 118 16.6 176 17.6 11016.9 125 10.7 109 1S.7 107 J 76N 17.5 lie 10.2 104 F = `Z N ANCHOR CAPACITY ADJUSTMENT FORMULA: Q . Z a .o TABLE 1B C-4 yo Anchor Capacity Table be p7 _WW (DP,)X`/ANCHOR CAP.,,,,,,,,,1 ANCHOR CAP.,,, FBI 9uMlmts: 2.7k ConorNa V34W No1••dAU Fiaa fMU `MULLION CAP.,,o,,,,,/_ 1N'68 Eto Yla•Elco 1f/'89 Eko HO 6Nd 61281011 91291ed WI X Y Y AncAor ryp.: via•Eko Ulrwa UP Eko u6nean Yfe•Eto Uleecan lN•1 11 IAueca AtN�•OeNr Up•.an AWIGd. S.-(05)Scow(tis) 9omw(Os) USE THIS FORMULA 70 OBTAIN THE'ANCHOR � N to Anchor Clip Pattem6 CAPACITY REQUIRED'CORRESPONDING TO AN U X Q Edo.MO.-(N1 1' 2./fY f• 2-vr 1• x•1/2' 1• 2.1f7 x' 3.1fc 2' o.{r 0.54' o.a24• ACTUAL PRESSURE REQUIREMENT FOR THE Emeedm01l N +-3N' 1•YI• 1-Y1' INV 1-114' 1.1141-1N1•/fP - • OPENING,WHEN IT IS LOWER THAN THE MULLION7Aslan®4.7YMel.O.C.f scare or 01011 alp 0.q.11 760 Ae 3906• 450 eM ego la 2rO b 2o01a 354•. O•eSao•' CAPACITY FROM THE TABLE)OF THE SELECTED4 Aratan�l.tY MIn.O.C./Sleare(nOSSN)Cep Fq.21 4906. no M. WA WA WA ]80•e WA WA wA wAw6W lb. 112069MULLION.TWILL YIELD AMINIMUM ANCHOR1 Anonae 0 3•WA O.G I(?)E5 Arg6 t2�0•10.q.3T ?soRW78015• SWIM 15W Ib. SIO ID. 6tp la WA 76019. 745 IN L. Iowa" 082•e 6651. 1120 e» 2 AaAor.9 0.45'Mn O.C./U131p,Mo.125'Alum.lTq.{1 IN WA _WA WA WA WA WA WA WA WA WA WA NA NIA 290 roe CAPACITY WHICH CFI MAY BE USED TO QUALIFY 1ArMarl F[Ap 0.q.Sj. toS ms 19716• x2319• 445111• SH t. 175 w» 14019. V71w 370 b 157 IN 33x10• 477•e 170 W. 4221 421. x80 roe ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ambos 1.15•M6.O.Cl FL1q(Fq.81 7406• 350. WA WA WA WA lion•• WA WA WA WA WA N11a 41219 501010• ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE V FIGURE 2: TABLE NOTES: PRODUCTREVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with IM Fiorib SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Building Code --( 1.000' r-- Acttptmlca NO '� ) B1cinti Dale • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: Mi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Mimi a p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWWQ DIrVVJI0 L f STR�TIONiS SFt•OWN Ot:SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCApTIO S. • • • • • • ,125• L J • • •• • • • • • a( YNN ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI4B01 SRECINICA(ION6.HOY.OW AW GROUT-FILLED NS CONCRETE BLOCK UNIT(CMU)SHALL CONF-O'11 TO AS•11d Oft.W000 S11AUPSEORESSIIQE-TREATED i��•'`SCE & R FIGURE 4: FIGURE 6: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 035.ALUAIA&SHA LeoE 6ft3-TS lWD�E RN6NIMUM OF.125' � � C-• SOT O'S '(/•- ((� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2•X.125'MULLION _i; too. • I I "-� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = II II II II I THE MATERIAL.610 8 Al2 ANCHORS INTO WOO•••D MAYBE STEEL, • • 1B•8 S.S.OR 410 S.S. �)a- ��j �1' - II II • • _` • • • • • ••• •••• ") �7 T> Df Z` • • • • • • • • • .,11`S'• ''•�� ••• • ••• • • • A.LYNM�I��ER;P.E. FL P.E.N 58705 Or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A � Mullion Capacity T9DIa Dafllx Opaningwdin00rwA By. anninpmtlBorn)or0 palling Halpht(forhod 2o.ta9y/paryirpml/9orr) 601n 60In 70 In 60 N 901. t001n 110 N 1101, tW N d.�a1t Reolar•ulu inprtdla•. Ral.ipWf 7np/Td,f• R4OlNt0uW 7np7Td.ry. Rw7,md. Tnpldxp R4ct.rr0ulr TnprTd,r•. Recl.rpWr Tnp/fNr• Rletrnglef Tr,p7TdYp. Recl,puly inprnl,fp. R,Cl,npl/r TLo drg G1( 31. 1%2%.378 l tmVilding 1o,01rp La90N9 6w,ryrl9 LaG• Logro Laa•ro Le.dk1) In,Okp W,•no L_dkV Lo W.9 LadkO Loedlflp L..ONO $bin9WN I MV L $N$ �t( 1111�rrr Alum.Tubs �y Ta fid( py$a5 $ag fig$' a0 qp sg gg} d III $t} adB 56 g}g 5g 44 l7�DS�' X.s m Mu81on y�, 6yy� 8 �' y(5Qg5$ y� qfi yt8 2 z t8 id � 8 3 t8. d8 lF Yfli �@ f z t z H 42N 170.0 020 170.0 436 157.3 6W 170.0 47e 129.7 662 M322 719.6 B7! 7W.5 518 100.9 662 7W.9 677 90.8 OR 7869 617 70.7 882 7W9 617 b.0 092 1889 317 66.7 871 1869 617 J W 481, 121.8 507 130.0 410 101.1 507 11/.2 410 80.0 607 780 W 1028 399 67A 507 99.6 307 80.e 507 990 306 60.7 607 W.0 305 43.4 301 99.0 796 3e.0 607 99.0 J96 � _ ff N 60.5151n 103.7 438 tU.e 370 WA 156 989 371 71.1 16661./ 166 e46 3W 87.6 IY 61.3 851 61.0 450 80.0 366 433 458 60.0 116 37.0 156 50.0 356 321 150 B0.0 356 -y 0 51 In BSA 100 93.3 37e 71.2 400 80.0 328 61.0 40053.4 400 87.3 310 47.5 400 6/A 713 127 40D 62.3 711 93.8 40D 61.8 317 30.6 400 et.e 717 287 100 6L6 313 +m M ~ N e. 601n 02.7C26549.6 278 61./ 324 67.5 270 14.8 3'N 35.9 7N 45.0 2W 34.6 324 0.0 257 71.1 321 42.0 256 28.0 724 40.3 23] 222 7N 10.g 253 19.5 721 405 253 -I83N 67.6 262 M.5 x94 40.2 2N 75.4 2W 37.0 201 39.5 277 29.9 x91 J7.1 2N 70.0 2W 75.2 2J2 221 291 73.5 90 19.2 T94 33.4 27D 16.5 201 J7A 2J0061. 4SA no 380 2W 42.4 713- 374 2W . 21.2 266 34.1 218 20.0 2W 31.6 21S 27.4 R6 20.8 212 196 2W 25.0 210 18.7 288 27.7 209 11.8 268 27.7 109 Z Tn �i' i3 72 In 380 196 300 216 321 191 Td7 226 28.1 1W 226 216 265 185 200 7167J.g 152 10.0 2m 7Lt 1W 160 225 20.J 177 129 Z!6 19.8 178 11.3 275 10.6 176 CL 761. 30.0 177 265 201 27.2 17J 21.9 202 23.8 170 192 202 21.6 1ST 17.0 202 111.7 155 til 201 18A128 2R 10.7 160 10.0 101 15.0 750 0.6 207 16.8 160 J 751ri 267 100 23.6 171 261 193 207 tOx a.0 782 77.7 192 10.7 1W 13.7 771 lei 157 N.2 192 10./ 155 11.5 192 15.3 162 10.1 101 14.4 750 8.0 192 11.2 130 I-' = Q O 90 In 185 1M 19.0 12B 164 1M lei 126 ,2a`^ � Z 00 00 r 96N LO 76.2 777 16.8 113 �, � 0 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: W Mchor Ca Table b/ ANCHOR CAP., ,,,,,, X x Hollow CMII kd CMU PT y0ow M,1.1 (DP_)X( ).ANCHOR CAP.,", U X Q BUWONk: 2.Ik0 Me 3.5kcaw. MULLIONCAP.•.s,,,, 1- 5116'Elao V4'88 Elco 5117 Elco UI'89 Ek. NIO&IN N1281a1 M2 Slim O (] Archy ryp: 918'EW I%Incen 1/4'EkO Ulncm VBncp 3118'El UllncOn 1N'FICO U6fxp • Uy Appq.tn "1-(OS)'-1-105) ealew(051 USE THIS FORMULA TO OBTAIN THE•ANCHOR Anch9rC11pPaR9ma CAPACITY REOUIREWCORRESPONDING TO AN a Z US to Edp a41rc4 pn) 1' acr t• 7.7/7' stle• 1• aur r 2a7r r 7.ve• r o.4e• 0.34• 0.314• ACTUAL PRESSURE REQUIREMENT FOR THE �� Emewmenl(N} t•v4• 1.91• i-9t• tall• r i•I/I• I-91• 1414• tAN• t-V4• 1•iN• r 1316' 4aM' ' OPENING,WHEN IT IS LOWER THAN THE MULLION - .� 2 Arch-®1.75 Min.O.C.1814nd,rd O1 O/4el OIO(Fill.tt 390 b 790 a 45o b BBO a 1x1 b 1J9 b 180 b 3541b lq lb 7741M 104 b we tDs 911 a 4471b 550 b 4 Anclwn 9 1.13•MK O.C./9Ilnd,fd I.(]e11n Clh(Fig.2Y /W b 700 b NIA INA NIA WA 780 b WA NIA WA WA wA 502 b eas 10, nn b CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Afchor,a r MN.OX.I R)2xsM 911 ap I(Flp.7t 760 b -70D b WO lbt 15eo b 1e9e b 510 b Geo a WA Ieo b 7451a /eo IW 1591 b mxA WS IN 1110 b MULLION.IT WILL YIELD A USED TO MINIMUM ANCHOR 2 Aphon®0.15•Mn.O.C.I UQ10.Nle.126•Awm.IIQ.41 WA WA WA WA NIA WA WA WA NIA WA WA WA WA NIA Rib CAPACITY ADDITIONAL ANCHOR OPTIONS FROM HE QUALIFY 1 Archy I FlAp(Fq.51: 195 b 795 b 225 b NS b a22 b 135 b 1401b4 1771M 7JOIb 181161 772 b /73166 170 b 721 IM 2eD b ANCHOR CAPACITY TABLE. 2 An. IAV MN.O.C!F171p(Fq.0. 240 a 350 b WA WA NIA WA 10D b WA NIA WA WA WA 341 b M2 a 600 b NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - f RODUCT RBVISSD FIGURE 1: FIGURE 2: TABLE NOTES: .7 complying wiIh an Fbd& iluitdini Cod, "1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' A, No No 1 'O O • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ~ Expirelion Drlc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mimi Troducl FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NpiTO"AILE.SOR4EXACToDIME61SIVS,SWOHEETS 21.23. 1 I 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION]!RI%TR1lCTI*NS46HGM4DN SHEETS 21.23. 2.L .Ilk ( LYNhr n�� • FIGURES SHOW SUGGESTED,APPROXI MATE�(QLE LOC:TSON 0• 0 �•� •• \ \ ! ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM j0 AC�1�SP�C�I�,AT�dS�HLO AICD OUT-FILLED .375" CONCRETE BLOCK UNIT(CMUJ SHALL CONFORM TO ASTM C-90.WOOD S P E E-TREATED T�; IJo.58705 1' FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1•X 2'X.375"MULLION = /; - THICK.STEEL S7 UDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT __O n _ • - LEAST.125'THICK AND A36.ALL ANCHORS 1 TO�Q TA�LL SHALL EX END AT LEAST 3 SCREW THREADS BEYOND .O -- 8 b ;•l;1 • THE MATERIAL.#10&#12 ANCHORS INTO WDTA�YISE STEEL.18 SgS%t 410 S.S • •:• •.'(�'• «E F ..•. <(/ y ONAL ••• • ••• • • • A.LYNN MI(thEll,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • Is • • • •• as It • • •• •• 000 0 0 0 000 0 0 TABLE 3A 99 11 MuMonCapacity Table lb91i71 OpeningWidth(forwarl fq-spaMllpff1M ns)orOpeningHelght(fornorVmMa*sp romullions) 501nvo !�i 1. 701" eo In 901n 100 in 120 N 140 N 100 in It.U.n9eu 1TapR4enp. Reot.n•lr T7WR6••• IwwwAar Radion RecrWr Tr*mIono. R.alanphr Tm07d#% Recl.ngalr 7laprrl.ro. RY0. 1 x 276 x R. ng lu Tnp/lhan0. TMp?laro. Rwl.nplr TIop1T6r•. "11 1oa o L„4-9 L--*4 L Loaeng Lmdne to.ero toaalro Lo.enp Loaeny I.ad9q foaero wens wen9 toeenp Ince q wens e .375 AWm. {6 {6 to a Mullion d NC012M 170.0 620 1700 473 170.0 176 170.0 101 110.0 506 170.0 192 170.0 519 170.0 1116 170.0 MI 170. 1210 170.0 521 148.7 1701 110.0 621 127.6 1]01 170.6 621 111.5 1301 110.0 521 J W 481n 170.0 708 170.0 674 170.0 630 170.0 661 170.0 992 170.0 630 170.0 1133 170.0 661 151.6 1131 170.0 677 136A 1131 170.0 610 113.9 1139 170.0 660 07.6 1150 ITO.0 6% 85.1 1130 170.0 660 2 w 50.8251n 110.0 717 170.0 567 170.0 0% 170.0 0]1 167.6 1072 170.0 564 146.6 1072 170.0 723 170.6 t032 170.0 747 117.4 t032 170.0 706 07.9 1072 110.0 760 OS.f 10]2 170.0 7% 711 1077 170.0 736 W Zo 4/In 170.0 7W 170.0 612 161.7 007 170.0 691 131.2 107 161.7 730 120.E %7 162.6 720 10T.5 %7 145.0 714 96.1 007 141.1 710 10.0 907 110.0 701 61.1 %7 1/0.0 700 60.6 607 110.0 700 m 90 M 111.1 735 161.5 615 117.6 776 130.] 611 100.6 736 116.0 699 611.2 TSS 10e.2 6% 764 735 99A 663 70.5 7% 95.1 578 58.8 735 01.6 674 50.1 136 01.8 674 44.1 733 91.6 674 J 83 In 121.1 6116 170.0 670 /01A 066 111.0 667 N,0 666 90.6 517 78.2 666 %.1 678 07.7 1111` 13.1 1171 eD.9 661 76.1 620 $OA 666 76.8 621 43.0 060 76.6 621 76.1 e% 75A 621 V %h ta6.0 607 1124 622 1111.3 607 %.1 527 767 %7 0..0 501 %.2 6D7 111 Ip 58.9 1107 71.5 486 61.0 607 91.2 481 44.2 607 93.4 476 a7.9 607 62.7 174 33.1 1107 117.7 474 Z a 3 5 72N 111.6 610 aS.B 443 BB.O 510 7].0 114 66.] f0 M.7 420 01.0 518 67.9 410 461 610 W350Ste 00.0 400 34.0 510 45.9 402 21.2 $10 11.4 3% 25.5 510 44.3 !% J 70M 69A 156 72.6 100 67.0 166 61.7 392 19.0 456 54.1 395 43.4 138 48A '378 30.0 456 438 /1.11 306 21.1 456 31.1 762 24.9 In 36.0 369 21.7 1611 7A7 JSe Q = � � 76 In 64.2 435 67.0 301 636 173 96.6 773 15.9 136 IRe 760 40.1 175 N.7 760 33.7 I3S 435 76.1 JSI MA {55 N-1 341 22.9 176 32.0 ]41 20.1 /75 32.2%N 41.0 321 17.1 2% 3/,11 727 76.4 266. 21.9 327., 7L1 260 26.1 327 263 276 23.2 32T 317 23.7 201 17.4 327 21.0 2`2 t1A 727 10.7 2611 ^}4�ZOD%F K-{ 267 36A 267 28.7 287 20.0 262 24.11 217 180 246 21A 267 23.1 211 19.1 287 287 19.3 277 14.4 281 16.0 232 (n X x � � 106 M 24.2 222 24.7 205 20.2 227 20.6 201 17.! 227 19.0 IOe 16.1 227 18.0 1% W t` 111 M 22.3 215 22.7 191 1eA 215 19.1 191 10.9 213 We tee � N � � 120F VA 161 179 127 - V X a 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d Z�•cn In Anchor G ecl Table be ANCHOR CAP.,,,,,,- $� �� sueelle+e: 2.rkCgkrtte 3.5k0- Hallonafu F6ke(24U PT Wood Ma1.1 (DP')X�MULLIONCAPANCHOR CAP.,,. dl6 Ego iN'88 Ebo 5116"E108 1N'89 Eko 110 91NI tl261aN 012 glee Anchor Clip Patterns ryPa' 3116 Eko Ullmean 1/4'Elco Urewn 1At-on YN'ElielAb.oan j-A ko 1lraaon AnmCA 4 Uft won A901a0.kr scnnc(05)ft-105) screw fo5) USE THIS FORMULA TO OBTAIN THE'AI9CFIOR EdOa dal.ncs(M): 1• 2-vr 1• 2-17C 3•ue' 1' 2-t? 2-1/1' ? a•+16 r O.b• 0.61• 0.321' CAPACITY REQUIRED'CORRESPONDING TO AN Emb.e+lyd M 1•v4' 1-3N• tanlar/ ? 1-114• tan• i-v/• r +•716 1.2011• w6.. ACTUAL PRESSURE REQUIREMENT FOR THE 2Anofwt®4.rrMM.o.c791rdreor06aelalpffb.lk 1%•. 7%la /'A 16. 090027 la/b ZIO M» 2601ea 7406. 7 . 604IW ae9x 311 f4 Ia 1b. Geo la OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ano"om O 1.16 MF.O.C./sundre for oie0 dp OT9.2L 160 ka 700 M. WA WA 11A WA Seo b WA WA wA WA 682 R. 6461ba 1120 bt CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Melpra®3'MMO.C./R)Tis An9N dq./ffb.31' 7oob 780 On 660°' 5-Wlbe 169616` 540b MIN 700b 746 as 8110Ib` 1802 is 082a %Slee 1120 R. MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 AnMon®D.IS MN.O.C.I LLglp,FIo.120'Alum.iFIp.I): WA WA wA wA wA wA wA WA wA wA WA IOA N1A 7151a CAPACITY WHICH MAY BE 11SED TO QUALIFY f An"a7fC7p fFip.sk toss. 1936w ns 6w 145 k. 1122•. 17sa f4ola . 37ok. +ei f» !l2 tb. a3a Ito 6■ 271Ib 2p 9r ANCHORADD NCAPACITAL �TABLEIONS FROM THE 2401ba 3500» WAWAWAWA 1001b1 WA WA WA WA 3411. 4421M 560 N. \ 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. rRODUCT REVISED `J es c-Vlyin6 wilh We Fl0rid9 Ouil0in6Ceea 6.0278. Acctplana N0 �' FIGURE 1: FIGURE2 TABLE NOTES: --I 1.000' �-- E.Direlion DYa ZQZi • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By• • M' +i Product 0.1270'61 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 00 2)LINEAR INTERPOLATION BETWEEN MU4 LENGTHS 14A§JPETN yIC:HT A!LOWABLE. �� (LYN1Y A (�i� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN AREMOT TO CCA:E.f:)R:MgT DIItION?$�E SHEETS 21-23. 2.750' Q�i�..•'A1C ENSF '•,Cp '� • • HOLES TO BE DRILLED IN THE FIELD FOL"ING miloBNSIONP IPRESTdtlCTK94S FjHOWPA OWE 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. s-• N0.X0705 •'Y _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEgFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL COYFOOPSTiO ASTM 49�WOQP SHALL BE SS�1fjE-TREATED 375' _-O -• ��,// pp 1 1/j C� FIGURE 4: FIGURE 5:- - FIGURE @ YELLOW SOUTHERN PINE WITH AN SG OR0.55.ALUMINUM SHq}C flAl£8t�3•T5 AN A h M OF.125 g}y,)C OLF t ,<C/:� THICK.STEEL STUDS TO BEA MINIMUM G ADEa3 AND.045 TNICI4(18 GAUGE}SY2UCTUIipL STEEL TO BE 1'X 2.75'X.375'MULLION �:U'�,C•'•.,"(0WO' N II LEAST.125'THICK AND A36.ALL ANC ORS INTCP7TAR SHAQ E71TENDFAT WASTO SCREW THREADS BEYOND .� tt,+S� '......••- CYC2 • THE MATERIAL#10 d#12 ANCHORS I�WVOO jIQAY BE ftEj d%S.OR 410" :• 'A(4/(�11(Fj L � . Y r(IE'f 58 0 P.E. FL P'. #58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A �_ Mullion C6 -o Table IbsW Opening WldMM(for\e19nsjVsgp)/9ilpmJion)or0 ningHslphl(forh0rimrte"arvinpm119ons) � �SOIn ODn 701n So In 901. 100in 12017 1401. 1SOin 1:2797c ReclenOJ• Tny01en9. Reelan9Jer hyJfderp Rao+np.4• ltepli6en9. Wcbnpler rYep/Ieerq. R.WP/•r Trep7fd•l6 R.61-VJ• Tnpff"4 R.Wil6• TMOMerq• iGofen9.4er 1FeplTden9. Reclen9.Ar TrepRd•q. lid U I"*d Loading Loading Ladro Loe•n9 Lodrlp lwdn9 Leedro L9e6q Leadrogg Loading Leading Lwdnl gLadngo Ladnp Ladro Loading Ledro � .967�"' d`1 I 1i �S 0^ 1 " Mumon �p g g g $ J! P. g g p.fin �. o m F IT $B $ 3 :" _j J W uh 170.0 1120 170.0 IH 170.0 7M 170.0 /70 170.0 8111 170.0 600 170.0 092 1-0 619 170.0 I11a 170.0 521 170.D 1210 170.0 621 170.0 1488 170.0 $21 156.7 1020 170.0 JIM 1360 1020 170.0 521 J W 48 In 170.0 706 170.0 52! 170.0 650 170.0 Sa 170.0 001 170.0 870 170.0 1133 170.0 flat 170.0 1276 170.0 6'77 170.0 1417 170.0 560 141.7 1/17 170.0 060 121.5 107 170.0 600 100.3 1411 170.0 0110 '- 50.025b 170.0 747 170.0 567 +70.0 11111 110.0 est 170.0 1016 170.0 Oe1 170.0 1195 170.0 773 102.1 1260 170,0 147 111.3 1216 170.0 756 51.9 1216 170.0 7S8 las 1x88 170.0 7511 91.4 1216 nao 730 W o O U n 170.0 707 170.0 012 170.0 955 170.0 eat 170.0 1118 17060 751 160,7 1130 170.0 2.W 177.1 1130 110.0 007 INA 1130 170,0 till 100.5 1170 170.0 flet 00.1 1130 170.0 M1 75.3 1130 170.0 flet F � J 60 In 170.0 100 110.0 701 1481 915 102.3-Tit- 125.6 015 144.3 746 100.9 015 132.3 735 07.0 916 1219 726 67.9 915 110.S 720 77.2 915 114.4 715 02.8 915 114./ 715 34.0 116 114.4 715 N J 00117 ISil 630 101,9 710 1211.5 030 138.9 606 106.5 030 1271 061 06.0 830 112.2 670 11.1 67D 106.11 5112 75.0 670 99.1 058 63.7 670 06.6 010 61.2 870 06.1 610 17.4 670 a.2. 069 jz IL LU� 0017 1321 767 140.0 160 110.0 757 119.6 635 04.3 737 105.0 024 82.6 757 98.1 614 714 757 69.1 606 f43.2 767 M.2 600 65.0 767 79.0 393 47.2 737 71.2 601 41.7 167 76.2 591 � j J W C Z sS 721. 101.7 1136 100.6 652 $4.8 11 Otl SIO 727 638 10.1 530 61.0 We 722 521 50.5 030 09,5 514 878 02.7 5011 424 11]8 57.x 500 35.7 1170 51s 4W 71.11 676 651 /9 3 70 n 6111 571 90.4 400 70.1 571 Tell 486 0. 611 67A Q9 34.1 671 60.6 471 141 571 65.5 404 671 St.t 1'A 39.0 671 47,0 451 30.1 571 4l.t 147 27.0 671 M.5 QO)711 n 600 062 07.4' 411 115.7 612 70.6 100 57.1 312 112.1 450 50.0 W203 14.t 542 S1.0 N2 612 47.6 177 77.7 K2 Ole !b 28.0 512 40.11 426 26.0 612 10.1 427 ZgW ,O9017 52.1 107 67.7 301 43.4 401 461 355 37.2 107 701 349 32.5 2069 407 321 JIM 407 29.1 »r 21.7 401 10.1 m 16.0 107 21.1 3x2 N1 107 270 310X Sar00 n 42.9 358 N.1 320 SSI lie 37.2 714 307 3511 324 301 28.6 23.8 356 26.1 300 n1l 24.0 200 17.0 736 21.0 2M 15.7 351 40.2 206 N u� look.' LLJ 30.1 283 50.8 255 25.1 283 25.9 251 21.5 203 22.5 247 16.8 2N 160 x16 161 763 10.6 237n x7.11 2117 211.3 002 211 207 218 238 tat 267 20,6 23S 17.3 15.1 2117 10.6 -a 'U X ¢ O O 12017 220 x29 22.3 209 16.3 710 161 toll 16.7 220 10.2 lox Q Z TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: g €� Anchor C6 scl Table b2. ANCHOR CAP.,e,,,,,, ANCHOR CAP_ 8u6elnlr. 27k Oernrele 3.5k Can. Hollow U Flied CA61 Pi lYood f/eW (DP_))((MULLIONCAP.,,e,,,,,,�- ylrEko 1/1'88 Eko 3/18'Elco 1/4'89 Eko 01091W 91201W 812 SIW Anoha Type: 3016 Eko IM-no 114'Elco U111 an UYsa. LIQ'Eko UI9¢en 111'Eko Ubwon Ap9-Gelaf Ullneon AOpeOebr 8creW(OS)eelew(GS) Berew(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Anchor CUP Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Edge Oisunee ink t' x-1Q' r 2•tIT 3-ue' 1" 2-112• 1• 2-17 2' 3U5' 2• O.4e• Olt• 0.321• ACTUAL PRESSURE REQUIREMENT FOR THE Emt-dnW +-LI' 1-004' 1-L4' 130P r 1-IN' 1-IN' 1.111• 14N' 1-1//' 1.111' Y 1J7C fare' "i1i OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Aram a 411 Min.O.C./8Und•d a O9e•tap".11: 300.4 390 be 00 bs 890" 104406 2101 _200M6 3518- 7 0" 314106 064IW 0661511 741" 41x 10 600" CAPACITY FROM THE TABLE OF THE SELECTED 4 Ah--1.15•Mn.O.C.06+endw(a Gre0 Cop 6p.27 480q 7ooM WA WA WA WA 300 roe WA WA WA WA WA 662 fee 71 1120lbe" MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnpMrs®Y Min O.C./P)LS Arok lllps/ffq 3J: 110611 7110" eco bs 1560IM 16911 fee !10" 560106 WA 750" 70614 eco 106 19921M 6112188 715 VA CAPACITY WHICH MAY BE USED TO QUALIFY 2Ano.an g 0.15'Mn.0.C.1 U,00.Into.125'Akm.IFq.1} WA WA WA WA WA WA wA WA WA WA WA WA WA I Anctnr/FCsp IFq.St 1960 197" 225" 1451011 622" 136" 14011 171" 370101 ler Re 7721M 117" 170" 221 roe leo" ADDITIONAL ANCHOR OPTIONS FROM THE 2Analnn 1.15'Mn.O.0/F121p .6): 240" 350" WA WA WA WA 119" wA wA WA wA WA 311" az11111 560" ANCHOR CAPACITY TABLE. PRODUCT RF•VISBD 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. a complying wide dlo Fltnide Building Cock . 2J11.C3 M"planoo Nowp2031 FIGURE 1: FIGURE 2: TABLE NOTES: --+ 1.000• f-- C'epinlion Dale / 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. blr"m \`\\�I9 2)LINEAR INTERPOLATION BETWEEN MULL Li4blHS*AN*RDPVINIMDTH`IS�L.V*MLE. • • • 97SJ 2.1~,-' \?CF_NSF '•.F'j' . FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO 9(egLE.iD T M WWW SS�ryry,S`FF��SHEETS 21-23. 2.750' Q•, • HOLES TO BE DRILLED IN THE FIELD FOLLOWINGSIMENSIONAlk RWTHICTIGISI OR WEETS 21-23, N0 :16705 FIGURES SHOW SUGGESTED,APPROXIMATEWE LdtMNS.•• • • • •• „ / ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED650' $ R' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED (1 _FIGURE 4: FIGURE 5: FIGURE 6:.. YELLOW SOUTHERN PINE WITH AN SG OF 0.36.ABULIA IUM SHALL VE 60076 AND qg pQINIpQIJ(rLOF.125' THICK.STEEL STUDS TO BE A MINIMUM GRASE 33 AND.045'THICY(161GAIAGE).STR U EL TO BE AT '<, •-,F(ORIDA. (j LEAST.125'THICK AND A36.ALL ANCHORS II�rO M AL SHALL EX9END ATLEAST 3 STREW TWIEADS BEYOND VX 2.75"X.650'MULLION• '��S`s '•• ••"�\\ ® THE MATERIAL#10 6#12 ANCHORS INTQ�OOD M1'•BE STEF#L�7&6 95.• oR 410 S.S.• • • rl1�UI��G•,\�`` ••• • ••• :• s• A.LYNN MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A • Mullion O6 o T6bt•Ib/M' rgtete Opening YNdin(fa tsrticaw-spanning mUlion3)or Opening H6lpht(tor hDdmnteN/•sperrirp mUlic* so in So in doh I60in I go In 100 In 120 In 1401n 190h Rectsnpulr r pirne, RMenow TrWrd4ng. Recie o TrWTdr•. R4clrgWr 7rW7dsno. Rectrplr vWTdr•. Redwvww TrWMme. Rwten•dr TrWMwg. RrobngiA. Tmprrdeng. R4olnpar hdTArnp G 1"xJ.126"x WWn9 L°Miq Lwd"g LoM^0 lording La6rq Loedn6 LoWng Lotlng laWro Ladng Laarp Ladino LeWng Lodro Lwdng Lodro LoWng oi' u 111 .600"Alum $$ _ _ _ _ ggg _ ,1��• $a F Ar Tube Mull d` � � � � �d � u n g 0� d�' �" � u � � �. cN 01 Z °�m w O w 421n 170.0 ON 170.0 435 170.0 749 170.0 410 I70A me 170.0 506 170.0 962 170.0 611 170.0 1116 170.0 321 170.0 1190 170,D STI 170.0 1161 170.0 621 170.0 1775 IMA 621 1St.{ 1602 170.0 S21 J W J = /I h 170.0 Tat 170.0 524 170.0 550 170.0 501 170.0 162 170.0 070 170.0 1137 170.0 661 170.0 1215 170.0 077 170.0 1417 170.0 NO 167.7 1577 170.0 660 135.1 1377 170.0 660 110.2 1577 170.0 080 � 50.0261n 170.0 747 170.0 503 170.0 6911 170.0 631 170.0 1018 170.0 649 170.0 1165 170.0 723 170.0 tuts 170.0 747 170.0 1491 170.0 756 141.7 1496 170.0 750 121.6 1195 170.0 766 100.7 1193 17D.0 756 LLJ o 54 h 170.0 797 1709 612 170.0 956 170.0 691 170.0 1116 170.0 754 170A 1275 170.0 603 161.1 1401 170.0 837 149.5 1401 170.0 6511 124.8 1701 170.0 001 10x8 1401 170.0 eel 93.4 1401 170.0 lel D cc+7 C0 F � J 60 In 170.0 665 170.0 701 110.0 1067 170.0 7W 161.5 1166 170.0 016 1341.7 1150 167.0 126 123.5 1156 158.6 017 111.0 1156 149.7 010 92.6 1156 144.5 907 79.3 1130 144.3 903 09.1 1156 /49.6 003 J 63h r2. 970 170.0 745 159.8 +049 170.0 650 137.0 1049 165,5 No 1188 1019 141.7 818 100.5 1019 132.0 838 95.0 10ro 125.6 4IN 719 1019 111.7 620 005 tate 1189 019 59.9 1048 111.9 119 Z (.5 m 66h 1707B9 136.0 955 161.7 601 119.1 965 137.7 786 104.2 ON 121.4 775 920 955 11TH res 87.1 633 IOeA 767 61.6 9S5 91.6 719 569 966 00.7 749 Sit 965 16.7 7160.72h 803 131.9 6W 107.0 4107 149.9 eel 91.1 6417 101.1 1170 80.3 107 91.2 6se 719 007 67.9 at0 61.2 BW 786 012 53.6 4103 72.2 032 49.9 103 69.6 626 49.1 603 69.7 027 -76h 721 111.1 020 91.0 721 97.0 616 741.0 721 65.1 605 08.3 721 78.5 SOS 00.7 721 70.1 566 31.6 771 06.1 6741 IS.6 721 'AA 600 39.0 721 56.8 Sat 34.1 721 30.1 667MIn "604 105.1 S99 64.2 664 89.4 687 72.2 664 76.4 576 631 114 70.1 567 50.1 649 61.1 650 50.5 lie{ 50.9 551 42.1 Oat 54.1 511 36.1161 $1.3 6N 31.6 661 $0.6 S31OO In 611 87.9 161 66.6 614 67,3 449 47.0 611 60.0 110 41.1 511 49.8 437 36.6 614 40.5 427 $2.9 lit{ 37.7 421 27.1 61{ 73.0 112 27.6 614 70.1 406 20.6 611 20.0 103 O 99 h 54.2 457 63.7 404 131 452 47.0 396 38.7 452 40.0 390 33.9 152 769 381 30.1 452 32.0 316 27.1 %35720A 7'4 220 412 25.0 363 IgA 152 211 350 189 452 229 755 j( }O fA � 8 IObh 36.1 757 36.9 722 71.7 357 32.7 317 27.2 357 269 312 27.6 767 251 701 21.1 357 72.7 303 180 49 13.9 3S1 11.0 297 15.8 357 181 281 11.0 761 IS.O 207 W35.1 306 20.2 336 70.1 301 25.0 336 16.1 210 21.6 738 23.1 292 19.6371 20.1 266 17.5 49 14.6 -330 10.5 271 125 776 11.1 277 119 736 13.6 209 M N (n1 263 23.1 209 23.1 239 19.6 251 M-S 256 17.3 .269 10.1 1St Is.1 20O 16.7 249 17.0 46 1+A leo 12.0 210 0.9 209 11.4 276 6.7 269 10.4 232 Q x a vO� O TABLE 5B Z k� ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorC6 d Table be ANCHOR CAP.,,,,,,,,, 9ub461a 2.711 Ce 101* 3511 COM. Nap.CAU F11ed CMU PTWOCO Mad (OF?„)X( >�ANCHOR CAP.,,. ytg D/p 149'83 Eko 51161 Oct, Lr S3 Elco 610 sled 01281661 912 Bled MULLION CAP.,,,, Anchor Clip PdOsms MCINr type 3'161 Etc*ullmon Vr Eko Usecon U•etm yt61 Elco Ulrecat yr Ekounrecoo AoWt0d r u•6cal AWMGae St"(05)8cm(G5) Suer(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOge ps+erce Ml. 1' 292' r x-vr sus r 2-uz t• 2.177 z 3110 z 0.01 0.6r 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN FnOeanrd +SII' i yr INC I Y 1-171• 1 1-11r 1.111• 1.1/4' 1.114• 1.1/4' r t-3'e• IJlO• -us ACTUAL PRESSURE REQUIREMENT FOR THE - 2Ancrd1®470 Mn O.C./5leardr09re1 Clip lFt017 390 4500 cool'° 16/4ws T/O be 20DNA 3610 740161 3740 6610 at60 341 Me 4420 t2i00 OPENING,WHEN IT IS LOWER THAN THE MULLION 4AKIrorsB 1.15'Mh O.C./Slalmm(e C16e1) 01927 4600 700166 g WA NIA N/A 3600 NU WA H/A wA wA 9620 6650 +1210 CAPACRY(FROM THE TABLE)OF THE SELECTED 4AMMn 97Mh.0.C.1M2s5A"C8PItFt93): 70D0 7000 15mrA 16160 at00 5W I6e NIA leo lb 7460 61100 18920 612°' 8050 112010° MULLION.IT WILL YIELD MINIMUM ANCHOR 7AMNn 00.45•Mh.00.IUCp,hlo.tl61 Alum.lH0.47 NIA WA WA NIA WA WA NN1 WA NfA WA WA NN WA 10730 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AM!'"I FCp(MO 57 1951Ds 103 Eli 445 Me 6220 +3566 tp Eli 1710 370!be 1970 392106 47369 1M0 221 to 2500 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctsn®1.1s'Mn O.C7 FC ?400 3500 NIA WA NM WA 1900 NIA WA NIA WA WA NIM 1410. 5600 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT g Gilh The m complying wino the PluiAs H7.000'•-I Building Code Accepleneo 6 No 16"0 QI$.0.� FIGURE I: FIGURE 2: TABLE NOTES: ;reli nDole 2021 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B7 SEE SHEETS 2.4 FOR GENERAL INSTALLATION tl METHODS. MI ado tlllllll// •• ••• • • • • • •• 2)LINEAR INTERPOLATION BETWEEN MU4ENGTHS Af D^.O:EN�t4 G,,�l ID*S It ALLOWABLE.. - 3.725• �\O��• ��<<F' FIGURE 3: • 0". aR EJAC� I�E�1 3)MULLION AND MULLION CLIPS SHOWN ARE FEAT TO F DI EE SHEETS 27-23. [ Sg '• 'P'I`�i HOLES TO BE DRILLED IN THE FIELD FOLLWMG DOMNSIONAIL*ESTFOCTIO%S SWR SHEETS 27-23. ' 5010:; FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ Nu, ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROAT-FILLED '�• -- CONCRETE BLOCK UNIT(CMU)SHALL COWOFWJJ ASTM C-90 00 SHALL B SSURE-TREATED q E� 1 7 FIGURE 4: FIGURES: FIOURE6: YELLOW SOUTHERN PINE WITH AN SG OF•.SS.fWUMWIMASHADBf•6b4 IANd MA♦I QM OF.125• - - =A '•, srr,rr_ • >"; t'X 3.125•X.5*MULLION THICK.STEEL STUDS TO BEA MINIMUM GFl4DE 36 AND.045'THICK(66 Gy►UGE),ST UCTL STEEL TO BEAT (1'VF MULLION) i��•..,r�DRto..'`�C. . II�I LEAST.125'THICK AND A36.ALL ANCH EN RS INTO EXTEND 1T LiNST NSCREWe7HREADS BEYOND THE MATERIAL.970 d 972 ANCHORS If•$Q)VOOD:IAIV BE Sl•EEiL`1&S S.B!OR 410 S..! :• �I/SS�O N A1 A.LYWA MILLER,P.E. FL P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 6A MunlonCapacity Table Ibs/11s #� Opening Width(for wild 17-sparring mUllOr S)orOpening Height(for tnllmr+taly-spaMng mUAOr•) K 601. 601n 7010 eO In 901. too in 1201. 1 1401n too in 6 Recl.ngu1.r T1•W7aery. R..1..PI.r TiM/TO-ev. 4n TI.p/Mary. R.d0.0.4.r 4�/I%cn0. Unw TrMJiM•q. MalrrWr 77p/M.nO RwlmWlr hM✓7daq. 14ounP4r TTlIhn9. R«mwlar 1hW1dne �Y t� 1%4%.726 Lo0.dry L.sdry 1u0.drg Le.dn9 Le L.dry Lmdng La.dn9 l•0. L.Idry Lmdo Lo.dno Le.dn9 L. -9 Leading L.d.t L..dng lo.dry Mullion § F10 k. 1 2 1.Um.Tube _j r�Iz1. 170.0 020 170.0 IM 170.01 755 170.0 478 170.0 S00 170.0 992 170.0 610 170.0 1116 170.0 521 +70.0 1240 170.0 621 170.0 1455 170,0 521 IN.6 1461 170.0 621 127.4 lIM 1704 621 J LU 1655 170.0 701 110,0 624 170.0 650 170.0 661 170.0 9t2 170.0 030 170.0 1133 110.0 551 Itoo 1275 170.0 677 100,1 1303 170.0 050 130.1 UW 170.0 655 lilt.? 1307 170.0 eeo 97.7 1103 170.0 650 60,63510 170.0 717 170.0 563 170.0 ego 170.0 671 110.0 1016 170.0 551 170.0 1193 170.0 7x3 155.1 1 170.0 7l7 110.6 17]5 170.0 156 117.1 1205 170.0 716 100.1 1275 170.0 730 67.5 12]6 170.0 755 W 0O F_ 1 6/10 170.0 797 170.0 013 170.0 155 170.0 601 170.0 1118 170.0 7x 1554 1155 170.0 601 10.7.2 1150 170.0 557 121.6 1160 174.0 155 102.1 /tae t70.0 551 551 1166 170.0 161 77s 1161 170.0 eel = m U) 601. 170.0 $85 170.0 701 100.7 1042 +70.11 797 142.0 1042 1611 832 125.1 1012 148.7 115 111.2 1042 136.4 801 100.0 1012 130.2 711 834 1042 125.1 712 71.9 IW7 17J.+ 762 62.6 1012 1x6.1 712 j J 6310 170.0 ,170 110.0 7!S 1512 1792 163.6 410 74.6 192 /NA 7911 117.4 192 131.0 752 100.5 402 121.4 701 10.7 992 114.8 756 75A /9x 106.4 745 61.1 192 101.0 755 66.7 192 105.0 755 55M 100.! 947 170.0 749 137.6 247 110.0 155 110.1 $7 130.3 760. 1034 M7 1t7.7 752 1t.1 557 100.7 736 62.7 557 1�.2 727 66,9 111 95.1 713 00.1 557 55.0 711 61.7 557 55.0 711 Z C 72 N 133.1 559 1127 777 1112 559 121.6 722 17.0 610 100.9 701 51.9 649 964 ego 766 819 SS.7 668 67.1 559 62.1 676 554 H9 75.3 551 55.6 040 72.5 852 426 Me 72,4 551 d j Z S J s 70 in 116.6 702 120.7 463 96.7 702 1021 652 626 762 $0.0 040 72.2 78x 80.9 621 64.2 702 74.2 620 57.4 702 691 els /eat lex 6x.6 60x 41.7 757 69.9 697 Sal 782 69.1 553 Q J a 70 N 103.9 721 111.1 W 09.0 724 91.6 ett las 7b 134 600 554 774 744 655 60.{ 724 55.1 691 67.1 724 63.1 ON 11,6 724 671 673 15.2 721 61.3 607 SSA 721 67.6 665 F 601. 09.0 611 71.4 553 55.0 513 60.7 171 19.7 613 624 lee 43.5 647 47.1 18 30.0 543 42.6 152 11.5 655 55.6 !{8 39,0 baa 14.9 !]8 21.1 55J 12.1 430 x1.7 iN 30.7 424 Z 00 p F C.. 91h 57.3 170. 96.9 127 II.e 171 19,7 119 10.9 170 N.2 112 35.0 176 55.6 100 31.0 176 K.6 100 24.7 /T6 320 SH 2].9 474 24.1 355 70.5 476 23.6 75D 17.9 170 21.2 770 N N# o§•-• too 1.- 10.1 ]77 {I.1 311 7],6 371 314 173 26.6 777 30.0 330 15.2 371 26.4 32S 2x.1 777 24.0 321 70.1 377 22.0 117 10.6 ]77 10.0 110 11.1 377 17.1 301 LU X�( Y Y 111 N 37.1 30.7 37.6 32J 10.9 357 31.3 111 26.6 367 x74 713 x71 357 21.1 3W 20.0 337 22.0 755 10.5 351 20.1 301 10.1 157 17.1 291 0- 120 in 29.3 300 21.8 779 21.s 300 76.1 274 210 305 217 270 was Sae IO.x 267 tea] 306 17.3 263 - U X ¢ 0. 3 a '` Zm� � 155 In 17.0 212 1 17.2 104 ANCHOR CAPACITY ADJU8TMENT FORMULA: � TABLE 68 Anc or Ca acl T bw Ib1 ANCHOR CAP.,,,,,,,,,`=ANCHOR CAP.,„ 8116.OM.'. 2.71 Oercrel. 7.51'Cork. Hob.CMU Fd.d CMU 9T VAtod Ms1.1 (DP•)X(MULLION CAP.,e,,... 16'Eb6 m El.. fees Ek. 11081.1 012 RAW 0126 dG TO AN 3/16'Eko Ulnran 1I/'Eko Ulb.on U14�wYte'Eko Ule.an 755'El.a UOncon wan Ag9r.tlata (G3)Bar..(GS) Saarr(GO) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip PatternsEdge OLIn60.q1Y r2.1re • o-lro• 1• 171r 1.1rrro• 2' 0.N• 0.55• 0.324' ACTUAAPACPRE SURE REQUIRE ENTF REmWdn.+(N7 0.3+4• 1-111• +•3/4' 1.711' r 1.11P 1-1/1• 1-1 ' . ' /P r iBIC 1J• 01ACTUAL PRESSURE REQUIREMENT FOR THE 1 A11cM0.®476'M1. Q/81.M•e0.rOIMIc10(Fq 187) JeOb 390 b SeOb 1614b 210b 2601be 354b 740b IM 946b 341b 4421bSeo 0.r OPENING,WHEN IT IS LOWERTWW THE MULLION /AnoMnQ2.29 MLt.O.C./B1.ndanl(erOMOCSpfq.3Y T00b 7006SeOb 11010. 9526 wA 500IM wA 630616. WA 6826 55sb I+70b CAPACITY(FROM 7HE TABLE)OF THE SELECTED OAn.nd0.01.1(i'MIn.O.C.I Bund.d(aroe.tl Cep fq.47 9606fIW 1W wA WA WAwA wAAwA +30.76 177000. M14-- MULLION.IT WILL YIELDA MINIMUM/WCHOR 4Anchor.®Sfq 5r 710b ie0b 655 b 150018' 1698 a. 51DO,0. S60IMWA 755 bIM 119216. 552 b 555 b CAPACITY WHICH MAY BE USED TO QUALIFY 6 Andnn®3'Mn.O.G/R)x4S An90 Qpn/f10.8Y 11706 11701. 107Db 234016. 204/6 4106 eq lM WA 114016. 1106 lazob x6556 ID2xb 130lla ADDITIONAL ANCHOR OPTIONS FROM THE /Anehon e0.15'MY1.0.11/Uaq,1.16.123AMm.lFq.71: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA ANCHOR CAPACITY TABLE PRODUC'I'RF.VISGD 2 A.hm A 2.26'N1.,O.C7 FL]q fq•e7 350 b SSO IM 790 b TOS b 476 b WA 1401h WA 3 Mb WA 14016 WA 117 b 4/216 m canplyh+a wish els Florida 4 Ante n, 1.15'M.! .1 F p TV 91' 410 b 70016. WA WA wA WA ding Code 700 b WA 1114 WA N/A WA 661 b 553 b -.-I 1.000• r•- Acceplan NOS`•'b Z)0..O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A8 THE STANDARD CLIP. - C.pirolim D910 �t( TABLE NOTES: B Mr'err+l dohoQl(St�nl FIGURE I: FIGURE2: FIGURE3: IGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONStd7 UiI�OTH✓:TALES q(4D SF�ET�S FOji Y•IFORMATION ON LOADING.SEE • • a • • • • • • • • SHEETS 2.4 FOR GENERAL INSTOLATION ME-MODS. • • • • • • t�0��.•••" •-•1��! �� • • •• • • • • • �, .•'11cENsr '.FP 2)LINEAR INTERPOLATION BETWE&jAULL%1Gr1 VDIORAPEINWWIDTNS IS ALLOWABLE. • • • • • • • • • • • • • • •• ••• ! 0..000' ido.:�f1/05 3)MULLION AND MULLION CLIPS SHOWN ARE NOT T�StCALE1•.FOREXACT 7�6�.NSIONS,SEE SHEETS 21-23.HOLE 1• TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES S FIGURES: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _-3 K• 6 L • _ • • • 4)SUBSTRATES:CONCRETE SH7.L(b�FbRM TO ACI•J01 SISECIFICATt*"HOWSW AND GROUT •FILLED ST�t E T • • • • CONCRETE BLOCK UNIT(CMU)S#ALI NFORMTO IQT WOOD LBE*RESSURE-TREATED YELLOW .125' '(Tn•'•... ...1V?:••'�CT'� .. SOUTHERN PINE WITH AN SG OF 0.65.,WUMI(6JM SyALLL &T(AND E A M UM OF.126"THICK.STEEL ..... • STUDS TO BEAMINIMUM GR#DE 3341.44045'THCK(is ).S`fRU�AI LTO BE AT LEAST.125'THICK ANGLE CLIP(FIGURES 568)MUST RE USED IN PAIRS. AND A36.ALL ANCHORS INTO MLOrAL SHALL EXTBNP AIT LEAIT 3 SCREWJHREA EYOND THE MATERIAL.#10 6 1'X 4"X.126' A,LYNN MI�.LER,P.E. p12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.EJ 58705 • • • • • • • • IS • • •• IS: • t • •• •• ••• • • • ••• • • TABLE 7A e r � MUM nCaoadty Table(IDS Opening Width(for t•rlraly-sP"4 tp n l"oro)orOp•ning Height(for horfur/a"paminp mullions) . 501. N h 701. 0.0In 90 In 100 h 1201n IIO In ,I T ROCUnaer h.pnlrla Mctn•4•r h.p/TA•np. Rwinwl.r Tn4181me. Reclrpulr tt.01fd•np R.otan ow Tr•p7M.rro. WarlpWr T- on.. ReN.roW■ iyRlma Raet..OU•r rnpRa.nO. Rscl•.wl.r TnYJTn.9 ° 1 x 4 x.376 lA•aro L.dro Loading Lo•dinp Laaro Lo•anp Ladino y0.§lo•an0 t.o.diro Le•aM 'L.aaro Laaro 1pero ta.diro U•din0 tA•ding Lamp IArdro Y U Mullion E6 � � � 6 vif Igg �' N (A v m r. 42 331 1 o W 42 In 170.0 620 170.0 138 170.0 711 170.0 470 170.0 894 170.0 006 170.0 992 170.0 619 170.0 11/0 INA 621 110.0 1210 170.1 521 170.0 1418 170.0 621 170.0 1773 170.0 621 170.0 1947 170.0 621 J W Nln 170.0 706 170.0 624 110.0 950 170.0 64 170A 992 170.0 030 170.0 1133 170.0 661 170.0 1215 170.0 817 170.0 1417 174.0 960 170.0 1700 1700 060 110.0 1967 170.0 e19 161.1 1024 i70A 100 _ 94.025114 170.0 747 170.0 N] 170.0 996 170.0 031 170.0 1Ne 170.0 661 170.0 11% 170.0 723 110.0 1346 170.0 747 170.0 1494 170.9 708 170.0 1703 170.0 760 130,0 1919 170.0 150 1]6.6 1910 770.0 750 W �' r 64 In 170.0 797 170.0 612 170.0 950 170.0 8111 170.0 I11a 170.0 T64 170.0 1275 170.0 100 170.0 1171 170.0 507 170.0 1691 170.0 966 169.9 1790 170.0 NI 137.1 1199 170A 061 120.0 1709 170.0 941 j N 00 in 170.0 NS 170.0 701 170.0 100.1 170.0 767 170.0 1240 170.0 6T0 170.0 1117 170.0 914 170.0 1591 170.0 994 166.6 1611 170.0 10]7 129.4 1619 170.0 1063 111.0 1610 170.0 1087 97.2 tall 170.0 10117 1- J J 6Th 170.0 970 170.0 715 170.0 1116 170.0 960 170.0 1702 170.0 994. 110.0 148 170.0 1016 150.1 I4i 170.0 1070 141.0 /942 110.0 1122 117.6 1942 1a6.5 1194 100.7 1542 IAA 1+61 00.1 142 167.1 1167 M { as in 170.0 911 170.0 799 770.0 1169 110.0 003 170.0 174 170.0 1002 160.0 1473 170.0 1010 142A 1472 INS 1194 128A 1472 INS 1130 107.1 1412 147-0 1101 MS 1172 194.0 1194 94.3 IIIc 194.0 114 Z 73114 170.0 1061 170.0 611 170.9 1213 170.0 ION INA 1720 194.2 1101 172.0 1710 194.1 100.2 117.7 1320 /371 toN 105.0 1320 IM.6 141 94.0 1320 117.0 1024 73.4 1710 112.6 101] 80.0 1720 111.3 1012 7 Z 70 in 170.0 1122 170.0 %7 149.0 1164 150.4 +013 116.2 1t84 139.9 994 112.2 Ito 120.7 976 99.1 1164 110.3 W4 94.9 11N 107.5 962 71.6 1194 97.9 175 4.1 1194 97.1 %7 94.1 I1N 923 9K Q N T a a 79114 108.7 7121 170.0 947 138.6 1794 147.0 965 116.6 1121 126.0 947 103.9 1124 115.9 171 92.3 1124 105.6 915 94.0 1124 90.6 ON 50.2 1124 10.0 0.90 94.3 1134 N.] NI 31.1 1121 13.2 878 = Q o 90 h 194.1 694 111.6 160 90.1 644 94.3 776 77.7 6M a2.1 794 67.6 694 73.7 712 60.1 NI 94.6 702 4.0 aM 61.{ 693 94.0 894 94.2 070 38.6 914 50.0 e8a 31.9 694 17.7 942 Q Z o N In 0.9.1 7!2 11.6 607 71.2 712 77.2 0.52 e3.e 712 87.2 41 36.7 712 69 6 941 106 742 4.1 622 94.6 742 94.8 694 37.1 742 416 NO 31.8 712 30.9 690 21.0 712 37.6 SN N 1r--^LO J! f06h 62.6 694 50.9 370 52.1 694 53A 521 44.7 6N 45.5 513 50.1 694 41./ NS 94.8 694 17.7 490 11.7 308 31.2 410 26.1 694 21.8 941 22.7 706 25.6 472 19.6 560 21.7 466 Ji 8 8 111 h 57.6 NS NA 607 49.0 535 103 �O41,2 �42,161 36.0 94338.0 IN 320 665 31.2 17] 20..8 SSS 31.3 947 24.0 565 27.1 947 10.8 SSS 21.7 NI 10.0 353 22.{ 942d, N120114 45.6 17S 941 473 38.0 476 39.0 20 26.6 475 FL 29.1 t1/ 26.3 {T6 26.0 109 22.9 413 21.6 401 19.0 415 21.1 715 10.3 475 18.7 381 11.7 0.5U1Nh 26.1 370 20.7 ]03 22.0 330 22.4 97 16A 330 17.0 297D- r od TABLE In ANCHOR CAPACITY ADJUSTMENT FORMULA: xg� io 2' Anchor C6 diel TebN b9 ANCHOR CAP.,-.- F �c� SueNnla: 2.7k Corona• ].611 Con•. Ho am CMU Fad CMU PTKbod 2 Is (DI; )X( }=ANCHOR CAP.... MULLION'AP.,,e,'_ rVlr Eko 111'S8 Eko 511r Eko 114'88 E1eo 010 Sled 612 Sl.a 112 Sial Ancor Typo' 311W Eko UlOxan 7/4'Eke U•eeon IxUsa yid'Eko Ukeun VP Eko LAIrecen UM•cm Aa•00•10r saw(05)soma IDS) S-05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor C6p Pettame CAPACITY REQUIRED'CORRESPONDING TO AN Eepe 091$M*(MY t• 2: t' 2-12' 3-110' 1' 2'tR' t• 2.117 2' Lair r O.Ir OAP 'O.JN' ACTUAL PRESSURE REQUIREMENT FOR THE Erbr•Inot Onk 1J14' VYC I-WC I'M, 2' Wir 1.174' 1-V4' 1.114• 1-714• 1-V4' r 1-0Ir tom' rA•. OPENING,WHEN IT IS LOWER THAN THE MULLION 2Amlan@4.75'Mh.O.C.1St.n4a,a. ko ClpVq.1 2k 3 b 7906 4506 6W IG 1446 2108r 194 M. SNb 7106 3746 641M Mab 1b N 10. b is 2.25'Mk BlrgrO lr Oa.•q C1p nal 700 b 700160. NO b Ht01a 952 b WA 594156 WA 838IM WA 81010• WA 942 b 7 b 1120 b CAPACITY FROM THE TABLE)OF THE SELECTED BAmMn@i-13'Mh.O.C./SI•ndW(arOY•t)Cep R.IR 9946 1/ppb WA WA WA WA 794 1194 WA wA WA WA WA 13946 1]946 22946 MULLION.IT WILL YIELDAMINIMUM ANCHOR /Am @ 7'Aon.O.C./(2)2.5 Anal•asp+I(Fig.51: 700 b 794 Me 000 u0. INS IN 16%b 940160. 59410. WA 794 b TI6 b 890 b 10.92 b 942 b a%ma +Ito 16. CAPACITY W RICH MAY BE USED TO QUALIFY 6 Amhr•@ Y MIA O.F/RI213 AroN alp.l pip.07 11701 W 1170 b 1020 b 2NO b 2944 b 610 b 40 b NSA +14016. 1122IN U20 M. 29]910. 10M b 1727 b 10.60 b ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amnon @OAS'Mh.O.C.I UQq,9410.125'AMI.(Fq.7f• WA IMA NTA WA WA WA WA WA WA WA WA WA WA NIA 14]0 b ANCHOR CAPACITY TABLE. PRODUCT REVISED 2=@2.25'Mh.O.CifClp(Fq.81 35010. 7506 29010. 7056 476163 NIA 29410. WA 3I31W WA IIOIb. WA ]116 94216. 694 IW mcemplylo9 wilFl dm Fbtide 4Ancna. 1.IV Mn.O.CiF471p(Fq.9T 4Nb 7946 WA WA WA WA 38016. WA WA WA wA WA Ntb 8856 11206 BuildiryCode 0218.0 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.062' �-- -'1 1.000" �-- A4piral' Data e pial Date By TABLE NOTES: mi 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mirn a Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ON LOADING SEE&"TSQ-4 QOR GVER%INJTALL!=TI1 N METHODS. t t I 1 I t I) ff • 2)LINEAR�1'lTERPOLA110N BSTWEBN MyLL:ENZTH:AND/OR OPENING WIDTHS IS ALLOWABLE. ��t `\t•FNSF' /� • • • • • • • • • 3)MULLICJI#90 t y1LL N CIJP�SNbWf)APIE N@T TO SWLE.FOR EXACT DIMENSIONS,SEE 4.000' �\• r • SHEETS 21-23.HO OBE ILLECfIN TFIE FIELD PMLOWING DIMENSIONAL RESTRICTIONS 4.000' _ NU.g07(l5 - SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: -4)S T S:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;'\:.'•(/L-v/ ! 16 I•U' • • • • OROl1T-F LE� CNCRETE BLOCK UWT(CMU)"UL CQW%RM TO ASTM 490.WOOD SHALL BE _ = ;j(TC 06 •• ��/' • • • • �, PRESSU -TRE tTED YELLOW OI�iHERN PINE WITH AN 9G OF 0A ALUMINUM SHALL BE - _ -:.OF'....,�LUR\On•'•�C9 6063-T&AND BF%A MINJMUM Q .12p'T CiC STEEZ STUD�FO BE A MINIMUM GRADE 33 AND.045' .375' .375" THICII(18 GAUW*STRUCTURAL$�E TG EAZLjrAST 1125'THICK AND A36.ALL ANCHORS il's��)�'4l�•�- 11�� INTO 7ALSH►•LLEXTENDW&LEASE3SCREW {READ.dkYONDTHEMATERIAL.0108612 '"*-4XLION 1'X MULLION A.LYNNIMILL�'I�,P.E. ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. ANCHORS WTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S. 'T'-MULLION MIALION FL P.E.O 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A ® fo• Mullion Capacity Table Ib$ y Opening Width(for varica*sperrtlltp mufore)or Opening He lit Dor ho4xor9a97apam1119 Mu16on) 501n 01. 701. 001. 1 901. - 1061. 1 1201n 140 in 160 in 44 Y 1.26"Y R.Mwg4r Treprrlen9. Red• AI. 7np/nlm0. RrdM9oNr 7hprrOnO. Recpnpulr Trepmisee Wclrlpaer Tnpl7Nere. Rwlenplr Tnp/Menp. R4e1 dM llep/7Aere. ILO adLw T Lading •. RL d v Trepl91 V oY U LOedn9 Lwana Lwd g Laeare Loaan9 L. Lwtdng WL fft. 6 losanp LwoM9 Laare Lware Lwdre Lware Lseare Lesanp Lasan9 Lwdh9 YgY ,�51 1�D�c 1�¢1 LL .204 ll 1Tub*MulAlul h 3.1 1� 1 mill � dg � F 1 I "I z � N i11 111, 1 o 421n 170.0 020 170.0 435 170.0 744 170.0 470 170.0 664$ 170.0 006 170.0 02 170.0 610 170.0 +115 170.0 621 170.0 1210 174.0 Slit 170.0 140 1Too 6x1 170.0 1735 17o.0 5x1 161.6 1759 170.0 521 _ J W N1. 170.0 70 170.0 524 170.0 950 170.0 564 1708 991 170.0 670 170.0 1133 170.0 Ni 170.0 Ins 170.0 677 170.0 1417 170.0 Big 164.6 1646 1700 NO U7.7 1315 170.0 60 +16.1 tae 170.0 ISO 50.62 In 170.0 747 170.0 U3 170.0 190 170.0 131 170.0 fab 170.0 J12 0.0 1105 170.0 773 170.0 1345 170.0 747 t67.0 1461 170.0 TSS 150.2 1450 170.0 750 110.3 1150 170.0 TS 164.1 +166 176.0 TS N 1. 170.0 717 170.0 672 170.0 US 110.0 oil 170.0 1110 170.0 0.0 1270 170.0 No 1611 1376 170.0 507 1468 1376 170.0 050 122.3 1376 170.0 NI 164.5 1370 170.0 01 91,7 1376 170,0 16 fA CO O M W 1. 110.0 NS 170.0 701 170.0 1063 170.0 701 IN.e 1150 170.0 0.0 "115S1161.4 930 1738 H66 15.6 919 1113 1150 10.0 012 927 110 111.0 905 70.1 115 TNA 006 WA 115 150.1 905 W rD J 03In 170.0 970 170.0 745 160.1 1051 170.0 050 137.2 1061 153.9 0.1 1051 U2.0 US 106.7 1051 1323 637 0.1 101 la./ 670 00.1 1051 119.6 622 508 101 110.1 021 0.0 1061 111.1 021 N t S In 187.1 957 170.0 760 130.3 957 151.0 0S 1111.4 957 134.0 N.4 07 121.6 171 92.8 9S/ 1128 701 67.6 057 IS.O 769 0.6 957 15.0 7S 0.7 07 0.0 748 62.2 957 50.9 745 Z LS` 721. 126.1 as 135.2 0e 107.3 804 116.2 ON 01.9 064 101.3 01 664 11.4 660 71.5 04 64.1 660 64.4 101 71.1 643 6.18 064 72•J 07 MA Ia 00.1 029 40.2 ea 0.0 ex 5 dz 76105 10.4 772 1148 670 01.2 772 07.2 016 78.x 712 56.3 .4 722 70.7 506 00.6 772 70.3 ON 64.7 722 65.6 300 50.0 772 69.6 670 31.1 772 0.7 006 64.2 722 S.2 001 S 7S In 101.2 NS 106.6 000 64A 05 We US 72.3 650 78.5 .3 NS 70.6 Sell 50.2 105 50.6 600 0.6 60 0.1 633 12.2 ON 64.3 643 76.2 NS 518 07 31.5 60 S.7 630 F N to Q � O zz 901. 65.9 616 50.0 457 64.9 516 57.5 450 47.1 515 50.1 1.2 $15 50.7 434 35.6 615 10.6 476 37.0 515 37.4 122 77.6 616 33.1 413 23.3 _615 30.5 407 10.0 616 20.1 464 x Z OOO�LL`66d1 O 00 0105 64.7 457 $8 104 15.3 453 17.1 $W 0.e 4W 41.0 3.9 461 308 30 20.2 453 33.0 370 27.2 150 30.1 371 73.1 IU 20.6 30 10.1 163 x4.3 350 17.0 451 229 3S NO .- IOaN 35.1 J58 J9.0 .J27 JI.B J0 72.6 716 27.2 750 26.4 3.1 351 26.7 700 21.2 M0 x2.7 704 19.1 70 20.1 200 16.9 350 16.0 203 M 1111. 35.1 336 35.8 706 29.3 J50 J0.1 301 x6.1 336 10.1 2.0 371 27.2 203 10.5 376 20.0 2W 17.6 378 10.1 285 of K1201n 27.4 70 26.3 201 212 290 23.6 20 10.0 290 20.5 118 x40 112 263 ISA x90 10.1 219 Q �! Q O O 144M 16.1 201 16.3 150 Vii^ �mp In TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA:. .-� Of AnchorCa acl Table(Ibe) ANCHOR CAP._., .` Sublrlta 2.71,LLrclds &S1,Cont. HO1-CMU Fees El PT IM- Mad (OP)X( ) ANCHOR CAP.,,. t91r ENo VI.66 ENo 91B'EI[e 111'55 EIto /f09ted Mtt Bled 91281551 MULLION CAP.,,,,,,,., Anchor Clip PldYma Ant0ufW a'ir Elco Ull- 1/4'9C0111rM011 MWEltult-an 3�tr ENO ulimew 1/4 EkoU1m. U2�05 AWlgyda at"(0*11crar(05) scra N+) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ea9e Osurca 610 r x•vt 1• avz s+/� 1' 2-vz r x•vz T s1/r z 0.46' o54' o.3zr CAPACITY REQUIRED'CORRESPONDING TO AN FnIKQnell n 1y4' i ve tyr 1-Tr r 1.111' +-ve 1.10 -1 lie 1-1/1' t•vr z tye• 1-yr vans I ACTUAL PRESSURE REQUIREMENT FOR THE 2 Archon;®476`Nn o.C./SIfM 0eN n Deet cry(R9 17 39U 05 30 0. 450 n 00 n 1944 n 770105 260 b 354 ws 740 it. 374 IDs 664 IM as n 31105 4a n 5FA lee OPENING,WHEN IT 13 LOWER THAN THE MULLION 4Arclmn A 1.15 Mn.O.C./SImdN 9 or6N)Cp(Ho Z) 400 n 700 0. N/A WA N/A NIA 380 n NM WA NIA WA WA 50205 6465 n 11�n CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcton®Y N1..O.C.1(2)255 Allele cps I(Re 57 780n 7aob 69005 15W Its lags Its Glows e6ob NIA iNla 74805 aeon t692b ®lin 16605 11200. MULLION.IT WILL YIELD A MINIMUM AN !Arcron oO.C'Min.O.C,/UCp,IN0.12r Alum.(Fig/J N/A WA N/A WA NM NM WA NIA WA N/A WA WA NM WA 1105 Me CAPACITY WHICH MAY BE USED TO QUALIFY 1Antra 15+95) 70605 7066 . Zan 445b gab 13505 tqb Inn 3T0losIs?Do 93x6 47305 tion x216 200. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Am"a 1.1r MIA O.Cl F4:1 IT%67 24005 I 35Db I NM WA NM NIA 1006 NIA WA N/A WA I WA 341 !a0. 5600. ANCHOR CAPACITY TABLE. I pROOUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B cldinli odwiN alo FIatA A-PI Caae FIGURE I: FIGURE 2: Acne anm lJo LE NOTES: irpe7ian Dete t�621 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 0 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Aafuni eAo ho.1..Con \1111 II/ 2)LINEAR INfERPOL*TICol BI:WJA jiU4 LEDGTV-q*4D/OR OPENING WIDTHS IS ALLOWABLE. 1 k 1.YNR' lie FIGURE FIGURE 3: 0 0 0 0 0 ! 3,188• •�'�.• �1Gf N$`c n ANGLE 3)MULLION AND MOL4LIOR CLIPS ItHOWN gi7i YOT 7Q SCALE.FOR EXACT DIMENSIONS,SEE ' CLIP MUST SHEETS�1123.HQ�`•y Td8€�RILGLED•N IME WELD FC►LOWING DIMENSIONAL RESTRICTIONS Mu. 0/�� BE USED SHOW SHEEN21-23.FIGURE55HOW SL4BG96•ED,APPROXIMATE HOLE LOCATIONS. 265• ,• IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDFe 1 p' GROUT-FILLET)CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GBO.WOOD SHALL .O I a _ FIGURE 4: FIGURE 5: FIGURE 6: BE PRE�SUR TED YELLOW 3DUTHERN6WG WIT1yAj1 SG OF 0.55.ALUMINUM SHALL BE _T /(;1 +ILO /= W • 60837 D A MINIMUM fiF.126'RHICK.STEEL STUBS TO BEA MINIMUM GRADE 33 AND 'C ••.t l GRID?:. (.j 1.25"X J.t88'X.285'MULLION �' �t, ••• \ .045'THICK(1 GAU9E).S C STEEL T(PBE AT W-AST.125•THICK AND 838.ALL (1.19•VF MULLION) '',/�� / ANNiORSINTOyIETALai E�rE ATLEAS= SCRLN4 THREADS BEYOND THE MATERIAL 7jC 4440(. p106B11R ANONORS INTO WOOD MpBE STEEI• 8 S.1 dR 410 S.S. A.LYNHIMIL 1L�It,P.E. FL P.E.B 58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A9 Musson Ca oily Tsbls IblNts 3 Opening Wldlh(torver16sily-spaminpmullonf)or Opening N/Ight(Nrhoriz6rd1ly-spoWNINAcra) ,�, � 60 N OO In TO N 601. 90In 1001. 120 h 140 in loom Qj O R4a11npNr Ti6pTT114ro. pK1eroJ6r Tn41RNro. RKl6ron4r Mp?Nro. RKUroW6r MplfN69 R"W"'r Tuprrxme. Rea1N•rNr M{Ym1nL RK14pWr Tnp•7Nrq. RKbrooNr Tt prrMna RKI6.•46r Tnpr7Nlq. s K 1.25 x 7.26 Lamp lamp la6ero hero Lae.p L."mi; la9'ry Laarq Lo.e.O taeh9 tol0kq twang laen9 �Y _ x.x 3. Le60kq L.,k g°• lood" toe6No wel" t $g Alum.Tubegg. 0� g' � � �' cV p d O P� •� y §§ p P� y y p 5 P p P� �� CO F- edA 3 3 ik 3 3 i 3d� ids 3 � ZN o I7N 170.17 uo llo.o a6 170.0 703 170.0 a1 17ao ebt 170.0 300 170.0 Nx 176.0 6fo 170.0 nu 170.0 571 +61.3 1176 1ro.o 6:1 117.7 +ne 170.0 621 +03.6 nu 170.0 set u.e me v6.o 621 J NN 170.0 Ia 1700 $x4 vo.o e3o na.o set 167.1 9r4 170.° IJO 146.7 ore 170.0 661 130.4 976 vo.o ett nil on vo.o 0b w.1 ne 170.0 610 81.1 975 170.0 600 17.3 171 /7ao 660 N.6Tab 170.0 717 +700 563 170.0 696 IrOO ell 150.7 627 170.0 403 111.0 W 164.6 r06 117.2 921 139.1 691 +06.6 e2r IN.! 038 els 677 164.3 005 75.4 917 103.7 Oe6 ei,4 121 IN.3 M5 O a m 170.0 701 170.0 012 IN.8 669 170.0 691 137.5 609. 163.9 463 115.9 069 1111 We 103.0 ON 134.0 803 92.7 4a 1R9.0 651 11,3 669 t21.8 632 66.7 669 120./ 052 67.9 M9 120.0 032 W m GO h 147.7 703 163.4 634 119.4 140 137.3 120 102.3 iN 117.9 606 69.3 703 107.8 699 /1.8 703 101.° 612 i1.6 703 16.6 507 69.7 703 633 037 61.1 703 11.3 663 11.0 716 113 687 8703 171.7 e]T 1]i0 Sif 103.1 077 1/3.Y 506 e6.1 a7/ 100.1 653 71.1 677 91A 603 03.7 411 85.2 679 61.9 577 03.0 631 61./ Ott 77.0 5]9 M.2 677 7i.7 621 ]0.7 117 10.7 S79 W J 6003 101.1 617 111.1 630 ef.7 617 97.6 Stf 76.1 all 60.3 609 87.3 etT 783 6017 59.8 011 714 414 63.8 117 08.1 40 44.9 617 BIA 037 3s.1 617 13.7 467 lit 037 13.7 Ie2 u 1203 It.9 516 $1.1 150 681 611 71.2 IN 5/.! 618 e6.P 177 61.9 610 N.8 428 48.1 619 61.2 419 41.4 616 50.1 414 34.0 616 46.6 036 20.0 611 /!.0 403 76.9 514 I3.o 106 ? •{5y M N 70.6 163 73.7 108 587 166 eT.6 ]18 603 465 61.0 710 41.1 466 41.1 3M 30.2 465 4S.3 318 73.2 405 47.2 774 29.4 465 301 361 233 415 03.6 761 72.0 NS 30.2 ]03 Q F>Z J .2 d 76 in- 66.2 41 ".O 387 543 031 57.7 371 41.8 441 60.8 ]12 40.0 111 45.1 706 JO.Y 441 11.8 760 72.6 141 71.7 JN n.t 111 71.0 311 77.3 111 U.1 710 70.1 111 77.7 718 Q O � 9003 12.1 777 Ile }9S ]5/ 13! 37.0 209 30.3 331 ]7.7 7M 20.6 172 29.8 28D 71.6 332 26.1 210 21.2 637 24.1 772 17.7 Jit 21.1 2M 16.P 372 I9./ 291 113 777 187 200 O Q 0 Q MN 3S.D 291 33.0 160 29.1 eat ]0.] 7S6 26.0 261 2aA 261 219 291 2].6 211 195 !91 i1.J 244 11.6 291 19.5 217 11.6 M1 17.1 776 17.5 291 15.6 !JP Q N Z O 101 N T4.e 7]0 26.1 we POS "0 n.l 70S 17.6 770 18.3 201 0.1 270 10.2 196 Cn 111 M 71A 718 211 167 10.1 216 IIA 104 162 216 14.0 111 14.1 211 11.9 tee w 47 12003 17.9 111 162 170 14.0 18? 16.3 167 X Nwo a o 0 CL appp� TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: p of Anchor Capachy Table Ibt ANCHOR CAP.,•,•,,,, a ANCHOR CAP.,„ $ autot.L 2.7k Cp ml. CAP.- 3.5k Cmc. NpbW CMU F9N0 CMU PT~ MN61 (DF;,,)X y16 Elpp 103 es FJa 511r Elco 171•es Ek. 610 steal 612 Stell 617 81ed MULLION CAP.,, , Are1w type: 3r/6•Ela Ullman 103•Elw ulOKm lMlreom 3AW Eko Uft- �111C Ek.U11- Apore"ter U1kWw Ap1e061w Sorar(03)Rr6w 1051 Scr6.fes) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patient/ p 2.vr r 3•ue• r 0.03• °.54• 0.324* CAPACITY REQUIRED'CORRESPONDING TO AN EmDMme.I N i•7I1• +-y1' tyt• la/4• r 1-114• 1•u4• 1•I11• 1•llr t•1r1• t•114• r w1e• IJIr -Me ACTUAL PRESSURE REQUIREMENT FOR THE 2 AKeae 0 4.rr MN.o.c.161MgNd a Oeeal ap IFl1 13 7/0166 7a0I Iso ib Seo ib +e/t I noI xeo I 3511b 710 ie6 371I as 4' 903 Ib 341 I 442!be 560I OPENING,WHEN IT IS LOWER THAN THE MULLION 1 Anelgn @ 1.15•Mn.o.c./slmld(«OINK)ap(Fq.2) 1001 700 I WA wA WA WA leo I MIA NIA WA NA 92 ae2 I 065 ib 11x01 CAPACITY(FROM THE TABLE)OF THE SELECTED IAnclan@J•.O-QI./(11716 Aram aMl(Flp.77 1801 leOl 660036" 15801 1e90b S/°lee 36°+66 WA 7501b ///1b 0601 16921 66x1 5651 1txol MULLION.IT WILL YIELD AMINIMUM ANCHOR 7 Amna1 a o.l1.6917-O.C./ut24.Nto.t00'Aum.(Flp.4L WA WA WA WA WA N/A KA WA WA WA WA WA WA WA 9.701 CAPACITY WHICH MAY BE USED TO QUALIFY I ArcMr/FCb(Flp.3L 1951 fo6b 1ffiI N5I -722 be USI 103°» 1771b 3701M 167 Ib 3721 1771b 1701 121116 2e0I ADDITIONAL ANCHOR OPTIONS FROM THE 2 Alxhas 1.15 MN.O.C.I F-M(Flp.4): 2401 7501 WA wA wA wA 19171 -WA WA WA WA WA 7111 4121 5e0b ANCHOR CAPACITY TABLE. pRfODUCf REVISED 173 COnlplyirls Widl Un Flbhis Bohai.!Cock)b_O21••to -1.250' Acapl..c6 No /117�1( FIGURE 1: FIGURE 2: TABLE NOTES: Cxphefi Dale • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By J111 Olde tro•x1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• \110 a.( 2)LINEA♦i INTERfSO�I'100 BF�w�.A�IUL�LE�GT:�PIND/OR OPENING WIDTHS IS ALLOWABLE. � � FIGURE 3: • •ION• 4 3)MULLIOR AND MaGLWS • •iOW,}N E4 3.250' :.a:' FNS. -•.`� ' OT%SCALE.FOR EXACT DIMENSIONS,SEE ANGLE �b ti-' SHEETS�1.2l.HOLE�TO@E 6RI1lED�FI TyE f1{ELD `I.OWWG DIMENSIONAL RESTRICTIONS •'•�c �� • CLIP MUST SHOWN A SHEL IS 11-23.NQURESISHOW SUSGEO •D.APPROXIMATE HOLE LOCATIONS. •r' ' 030.58700 BE USED _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100' - n• � : f).-- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•B0.WOOD SHALL -'t"i ' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSUR"EATED YELYOW SOUTHERN JINF•W SG OF 0.55.ALUMINUM SHALL BE - '•� SIA, • • 6D83-T5 D A MINIMUM OF.160•THICK.STF*L STWOO BE A MINIMUM GRADE 33 AND %��C�'•..F' P, r A r OR1G .045'k fCK(1 GAUGE).STRACTSRAf STEEL TObBE AT MAST.125'THICK AND A36.ALL 1.25•X 3.25'X.100' %�•�S`�••• •• \:`;�'• • • ANJtiORS IN ++E L E)tENE AIREASV 3 SCREW THREADS BEYOND THE MATERIAL. MULLION �'' SUN• #10"62 ANOI'IORS INT��D J)ftE STEEL`t1.8 S.590R 410 S.S. A.LYNN:MILLER,P.E. FL P.E.M 58705 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE t 0A r � Mullion Clpecitli Table Oban/) ^� $ Opening Width(breediiiapemupm111om)9ropeninp 9 e ht(lorholitork spenri7p mWom) W1U �u,tt u<i� Soin 60 In 7054 1 601n 90 in I100 i1 III) I/Qin 160 in Lid O R.et Wer Tr 1ixp. R.ee ., Tnpl7de R.den Tflpfri. Rlcl r Tn M R.WgA, TnpRdln Rlden9We Tflprid.np. R.clenpillr. Tnp/feing. Rodwgder Tnyideng. RW.VWN TIWP"- SdSd s31Z7F 1�1uu 126 N 326 e•9 ■0 fWr e'N o 1 Leading L.Idinp L.e05,p EY 53 L..dng Laed6q L..Orq Lsednl Uedbq I.-dinl LeeoFp Le■en1 ladnp Lo.f.q LoedM7 loading Le■6n9 l■eAnO le.d0• 1. x.124 F x r Mullion Till �B io S 1�a �� 3 3 E iFe 6d ai i� A �� s€ €Alum.Tube € a Q$ 3 �"' 211,411 a 38 404 3 fa Fa ica Ea 3� sa 331,1 �h F: �� a fa a fa 1 fa t) 121n fn.0 620 170.0 436 170.01 711 1170.0 In 1700 161 170.0 SK 110.0 192 170.0 619 110.0 tltf 170.0 Eft 170.0 1211 111.1 621 1110 UN 1700 Stt 110.1 17)5 1100 531 /70.0 1903 1n.0 521 J w J "In 1n.0 TN 110.0 621 1nA KO 110.0 SN 1n.0 !!2 170.0 UO 170.0 113] 170.0 K1 110.0 1276 170.0 671 170.0 1111 110,0 p0 171.0 1700 \n.0 654 111.1 111! /100 p1 154.6 1170 170.0 NO k 11621, 110.0 717 170.0 57 170.0 196 170.0 631 170.0 1046 170.0 U4 Vile 1195 170.0 123 170.0 13/11 170.0 747 171.0 /104 170.0 160 170.0 1703 110.0 760 162.6 1171 170.0 761 1]].11 1541 170.0 760 CD CD$ 0 Nln 170.0 n7 170.0 612 170.0 Ki 171.0 541 110.0 tiff 170.1 751 170.0 1276 1n.0 543 170.0 111• 1n.a 177 170.1 1654 170.* NO 1NA 1769 170.0 NI 134.1 In9 170.0 KI 117.] 1159 170.0 NI 11J O f'• Nin 110.0 NS 170A 701 170.0 1003 110.0 197 110.0 1540 110.0 ei1 170.0 1117 110.0 94 161.1 1611 170.0 9% 116.1 1S71 110.0 103] 120.1 1511 1n.0 IOU 1011 1611 1700 1063 %.f 1511 170.0 104] H O J Uin 110.0 fN 170.0 TIS 170.0 1116 IT0.1 IN il0.t 1702 170.0 910 156.6 t)n 170A 1015 171.1 13/1 170.0 LOIS 126.7 1310 164.0 1542 1aA 1770 103.9 1072 60.11 1710 INA 5n n.3 1)70 tU.l 1070 a 5 OK12 170.0 9n 110.0 754 170.0 1160 Ileo 90] 1ss.6 /254 1nA 1003 176.2 1254 160.6 ion 121.1 We 141.1 1054 101.9 1241 131.0 954 N.t 1x49 130.4 9n ir.f 1911 12f.D 176 w.t 1711 inA n6 Z y 161.* 1049 170.0 n1 IWO 1019 15.2 192 119.9 1049 132.1 175 taA 1049 119.1 060 932 fa! 154.7 Nt p.9 104! 102.1 039 54.1 •043 04.3 t:6 0.9 Ia9 91.2 h0 621 104! 54.1 110 3 112.1 541 111.1 172 110.9 541 USA IK ID1.9 541 111.2 .n1 54.2 141 100.0 771 19.3 941 11.7 7K MA 041 15.5 161 69.6 941 r/.t 744 61.1 al IIA 737 54.6 541 7].7 7M Of Z 3 132.1 IN 177.4 103 110.0 N/ 116.9 761 54.7 191 102.1 763 ILS IN 11.1 710 77.7 111 54.1 7]0 54.1 /a T/.) 721 611.0 196 f0.i 701 17.1 191 IT.O lot 11.] 191 K.1 601 i KA 611 54.1 6% 116 671 71.9 SK 61A 611 65.3 516 53.7 611 60.2 660 47.1 671 5.9 654 17.0 611 I0./ KI 75.1 611 17.1 6M ]O.T 171 71.7 571 X.! 671 37.9. 626 Z (NO Q O O Q N r 10.1 S% 72.1 527 69.0 d90 61A SII 60.1 5% 53.4 59 11.3 690 41-6 602 30.7 $90 17.0 4M 3S./ S% 39.6 454 29.5 654 31.1 171 26] 6% )t.i 169 22.1 6% 37.1 /M In insi W pN NA O - 497 167 5.1 121 NA 166 NA 4n 75.6 IK 37.1 401 71.1 160 32.9 402 21.6 466 29.7 396 21.1 Iw 77.1 391 207 /60 77.5 702 17.1 /N 21.2 375 165 160 11.6 370 N 111 1. /11.1 541 If.i 1% 762 NI ]9.] ]93 ]2.7 441 31.1 317 25.7 111 301 362 364 441 27.2 716 22.9 441 24.9 3n 19.1 441 21.6 30 16A N1 19.3 356 lI.) 441 11.1 >SI M X 1201. 36.J l7t ]6.9 344 70.2 711 71.0 339 25.9 311 26.1 334 22.7 311 23.7 729 20.1 711 21.7 776 16.1 776 19.5 721 15.1 371 tt.7 714 U N Q O 17 144 i, 21.0 761 21.2 211 17.6 262 17.0 23! 15.0 762 15.3 276 Q${ �Y6� z 0 o TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: 89 � AnchorCepldly Table Ilbe) ANCHOR CAP.,�,,,�, S1beUre 2.7k Oolx be 350 COnc. NUlo1r CMU =111AW" FNeOGAU PTW000 Mrr (DP•)X( )=ANCHOR CAP... Nth Elco e ter SS FJco 010 Seer 012sled 012 SleelMULLONAnchorC6p PetMme Anthw . Nib•Elco UlfeOon yr Ekounncon UNKon y1P Elco Uiston vra.usoe AOpnlGror 6crt9r(G6)scre0 scrag 106) USE THIS FORMULA TO OBTAIN THE'ANCHOR 1• 2-v2• t• z-vz 3-vr t• x v2 1• zTr z o.Ir 0.51• 0.321• CAPACITY REQUIRED"CORRESPONDING TO AN Emfe•n•q n Wf+• tmr 1d(1• ta'r r t-W t-vr t•v1t-vr 2 tavefes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancrod 9179-Min o.c./s1■mee or deal C 1p0 II sod In sad sx •!A IDI em ae 1rA1 sxi z/o IDs zed b 351•s TN ilr 016 9-a 3410■ 442os 560 nOPENING,WHEN IT IS LOWER THAN THE MULLION /AKA•s®1.15•MIn OC/SI.1Wnl Ds peN)CIp 6102): 1101Ds 700106 NIA WA N/A NM seam NrA wA wA 602W ewp /1200. CAPACITY(FROM THE TABLE)OF THE SELECTED IArclon®SMM.OA./(-0276 A7pM CIp7/ g>1 im•o 76006 600 nn 1560119 BMW 540W 560.6 WA 76010s 7essp9 e10im tlD2lro w21D6 ewb 1120 to MULLION.IT WILL YIELDAMINIMUM ANCHOR 3Ancroe,go.semin.O.C.IUCeP,e110.WPAIOfn.�Ig 1) NfA WA NU WA NM NIA WA NIA WA NIA WA WA NIA WA 0596 CAPACITY WHICH MAY BE USED TO QUALIFY IAntnOr/FCp1Flg 6j 19606 10600 226104 445 im 62200 135161 tqb 1711» 970106 16701 3721D6 lI3W 1701DS 2210/ 260 Me ADDITIONAL ANCHOR OPTIONS FROM THE 2AMIIen®1.15•MIf1 O.0/FC 2b/ls 3'.03 S• WA WA NN NU t00n NIA WA NIA wA wA 34/Ap 1121! 760 wY ANCHOR CAPACITY TABLE. F comUCTRBVISEO us complying w11h d1s Fla9� 8.itdinECod. i6.e2t8.63 A,Mplenll:No n�) FIGURE 2: .� t2- Fx neige Dde d FIGURE 1: TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY • • Mimi nada FroducC ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 I i I I r; •• ••• • • • • • 2)LINE/�t INTERPOLATION BITW6ENsMUW L%4GTj49 XND/OROPENING WIDTHS IS ALLOWABLE `\0\...... ..IYNN 1.11 FIGURE 3: • •,•• • • • • • •'•1�GL:NSF ANGLE 3)MULLION#ND NR)6.K)y1 S yl!HONN AFlEf4OT TO SCALE.FOR EXACT DIMENSIONS.SEE 3. `i:- _ CLIP MUST SHEETSP26-23.i,"W T RIY &IN tECIELO FOILLOWING DIMENSIONAL RESTRICTIONS t•10.;ifi/0G BE USED SHOWN ON SHEETS 21.23.FIGURE SHO SI�TpOGESfED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND 1 LI'. FIGURE 4: FIGURE 5: FIGURE 8: _ _ GROUT4FILI�Q CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL4• ��•':� �.'O jl -BE PR6CSURG•TREATED Y O Sb�THERM'�IE WRM AN SO OF 0.55.ALUMINUM SHALL BE_ ITL P - • 8063�TCK D PEA MINIMUMSFJ0Ll 0'JHICK.ST LSTUSSTOBEAMINIMUMGRADE33AND �•'••,!-1Ottwf:'• C A45 (1!GAl]6E).SiRUCW STEL T BE AT FAST.125 THICK AND A3B.ALL S,C',�-•• 1 \,�'��` A INR71dETAL PHALL EMTEND AT LEAS SC THREADS BEYOND THE MATERIAL. 1.25•X 3.25'X.624'NC240RS IN101dCOD MpY BE STEEI.18-8 S .OR 410 S.S. MULLION A.LfNN1140LL�R,P.E. FL P.E.#58705 • ••• • • • • ••• • • TABLE 11A • �� Mullion C•p•tJly Lb4 pb•nt71 Openln9 lMdth(brlpRllxysp•Mn9m11toro)or OpmM9 He t(brhoA2orfe"POSAnp Itn6gol•) so in got. 70 in pin so 01 t00M 120E 1401. 170713 o e 1�6%3J11 R.c1.MJa Tr.yfN.M: Rlcbngullr TnpRdlr9. R.dwpdR Tnpffd.M. RwWw- Tnprreo,0. Aw. A., TnpfTdmg. 11W."J., T.Wrd.M. R..lwgulr TwTNM. R.clwpd.r Tnpyfding. R.W110.1 Tn9/frl.M. e: Lo.dig t..dl.g L..dng L.1•ng L.Nh9 We" L..•M L..dM Ludic L..Vq Lwdog Lesd1q l..Jng La.d+g lwdiM L..d.11 l..Ong Le.0ln6 �Y v X.124 u y Alum. Tube Toll .$ .r >; �J_ �TiR T� ! Tm as -. 4, f _ ..Murton S -� d 6 €i g3 4e FmU F fa Fd Fay Fa 5T$ F f& Fa 3 Rail Fa i Fa Fe folde fa 4 sa Fa g Fa io Fa 421. 176.0 620 1170.01 435 176.0 111 170.0 111 170.0 011 1700 606 170.0 992 110.0 619 170.0 117{ 170.1 521 1100 1240 170.0 66f 171.6 1411 170.0 621 171.0 1136 110.0 621 110.0 1913 170.0 $21 J W 4/1. 170.1 706 170.0 624 170.0 130 170.0 6a 170.0 9n 170.0 630 170.0 117] 170.0 061 1r0.0 1215 170.0 671 170.0 1111 770.0 660 170.0 1700 110.1 660 170.0 1117 110.0 660 170.0 2717 170.0 610 _ a so.i26'r1 170.e 70 770.0 SQ IT0.1 096 160.0 131 170.0 tab 170.0 614 110.0 1115 170.0 n] 110.0 1316 110.0 713 170.0 l/a 1760 166 +71.0 1113 170.0 166 170.0 2092 110.0 i51 +70.0 7791 110.0 7K 0 66113 1111.0 797 110.0 772 170.0 961 170.0 191 170.0 illi 170.0 751 170.0 1276 170.0 Sol 1100 1131 170.0 077 170.1 1591 170.0 166 170.0 191] 110.0 661 110.0 7tl1 1100 661 160.! 2403 170.0 KI LL F- 601n 170.0 666 170.0 701 Ip.O 106] 170.0 797 170.0 IHO 171.0 111 170.0 1117 170.0 W 171.0 is" 110.0 991 170.0 1131 110.0 1077 170.0 7125 110.0 IOn 111.7 216] 110.0 tOn 129.0 216] 170.0 1013 H 10 �j J 63 i. 1 00.0 970 110.0 746 170.0 1116 1700 w 170.0 i7n 170.0 910 110.0 1111 113.0 1016 110.0 1517 110.0 1071 lice ie59 170.0 1122 166.9 2060 170.0 1169 131.6 2060 170.0 1111 117.7 2060 170.0 1171 � l6.) � 66113 II0.0 914 170.0 719 170.0 1169 171.0 pl 110.0 1766 170.1 1067 110.0 1551 170.0 1006 110.0 7)S) 170.0 1165[6U. 1910 110.0 1110 1170 IfK 110.0 Il76 122.6 1961 170.0 /166 ta.2 1966 110.0 1206 Z fn i �• 72 in IA_0 1067 170.0 q0 1700 1273 113.0 1013 170.0 1166 170.0 1126 110.0 1100 110.1 1226 161.1 1171 t100 1316 1734 1", 1%6 115.1 1124 165.9 1761 91.1 +n/ 1pA 1752 06J 1124 160.1 U52 'J J J 16113 170.0 1127 170.0 nl 171.0 1311 113.0 1060 166.6 155{ 170.0 1209 117.4 IS6i 1662 1266 1]1.1 1556 1616 1266 1550 11+.3 1161 667 7656 120.3 1229 661 1661 122.7 1219 17.7 1566 127.! 1116 Z 11113 170.0 1161 170.0 967 110.0 1711 170.0 1116 166.9 1171 169.] 1716 1%A 1111 752.0 171A 121.2 1177 179.1 1706 1417 Ill"rill,1111 ,.1 1177 11$.$ 1169 11.1 1477 1100 1150 60.2 7177 166.7 715/ a pin 142.0 1110 146.6 966 119.1 1711 127.E 166 101.6 1110 101.9 951 66A 1110 66.3 9% 71.9 1711 67.5 917 1110 p.i 910 51.2 1110 71.] 667 60.7 1110 65.6 613 MA 96 62.7 110 Z X 96 in Ili./ 975 120.7 In 97.6 916 101.{ 666 13.6 976 00.7 a2 77.2 975 71.3 129 790 975 71.2 111 fI5 lSA 607 46.1 976 67.4 199 41.6 915 62.1 116 %6 476 /9.3 161 )(sZ 000666 toe in p.! 771 06.0 666 6ts 771 70.1 666 66.1 tat 66.3 671 SIA 711 51.3 761 ISI 171 11.0 666 Ili 131 11.9 KI 24.7 Jrl 24.1 672 h.1 131 35.0 611 76.7 nl 32.1 itx 111 i. 7S./ TN 77.3 661 6].1 no 65.0 660 66.1 760 Se.7 a0 47.3 724 49.1 631 47.1 130 15.0 en 13.1 730 41.1 611 71.6 1% 75.6 660 27.0 730 31.9 569 23.1 124 21s 667 LU ri 1201. 69.9 621 61.0 569 4!4 621 61.1 Sp 12.1 671 24.7 652 ]7.3 724 39.2 611 33.3 624 35.7 671 70.0 621 72.2 671 26.0 171 27.7 619 21.1 if1 21.6 509 11.7 n4 n.6 501 to to U4 in 34.7 433 35.1 400 21.9 477 29A 35S 214 437 26.4 790 11,7 Ib nA 765 19.7 41] 70.1 391 11.7 437 11.2 376 () N Q O O a z do TABLEiiB ANCHOR CAPACITY ADJUSTMENT FORMULA: �� AnehorC• •dly T•b)•Ube) ANCHOR SuOftgle: 2.71,C-de 369C=. Nino.CMU Flledcmu PTWood Mdd (DP)X( )=ANCHOR CAP... ytr Ecco Oras Elco 91r Eke ur 93 Elco $10 sled 132 sled $12 steel MULLION CAP:•o,,,.. AnehorClp P•tNm• Anclw ryp9. ytr EKa Unncm yr l3co Unrxon Uencm 9'1r Elco Wr=m yr EKOwu9cm A9peGdar U9rsm AWrKidar Scre1/(06)Screw 9(73) snn7(G0) USE THIS FORMULA TO OBTAIN THE*ANCHOR E mlerce n 1• 2-ar v 2.112 >71 +• xwz r 2.12 r 9•tfr r ow 0.6r 0.s2r CAPACITY REQUIRED'CORRESPONDING TO AN Embmml n life 1 v r ty4' 1y4• z 1.14• 1 1-v4, 1414• INC 1 1414• 1.1fr r 1-yr I-Yr vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclnn 6 air MNL O.C.I st9odaa v Owl c (R9 1) 390 e. ta jN/A $00 b 171 IN 2+on M is 3M n. 749 IM $74 b 664 n 946 ta 341 Ds 442 b Mol°° OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Arcilp.®6.15•Mn o.0../s1a7Nn+(Di p•et)Clp 9 2) 100 D. 700 b WA N/A NM 300ta NIA WA NIAwA (D2n ee.5 ta 7720ta CAPACITY(FROM THE TABLE)OF THE SELECTED Mn O.C./RIffi6Ar9b Clef/0.10.33 760913 ido U60b mebe 540b 660ta NrA $pb 1e9¢n 1i32b e16ta t120ta MULLION.IT WILL YIELD AMINIMUM ANCHOR4Ar•Mn®0.51•Mn.O.C.IUtIlp,1310.100'Num.lfl04 NIA WA WA NM NM WA NM WA N/A WA WA NIA WA 1267b CAPACITY WHICH MAY BE US ED TO QUALIFY 1Arclnr/FL9p p+ s} 10510. 19613 44ab exzn 19sn 14013 Inns mo11a te7b 7]x13 !nn 170913 22113 2e9ta ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclnn 1.12 IRAO.CJFIC 7q 91s ]alta WA WA N/A NIA loon NIA WA N/A WA WA 311 n. 442b MOn ANCHOR CAPACITYTABLE. pRODucrg wiLS&O O. plying with 1610 6T(1ift Z2W Building Code wA_dZ%s-c _ Acttplarlta Plo FIGURE I: FIGURE 2: TABLE NOTES: E.pi 'm Dote • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By 1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M1 Dods Pmduct /1111111/ 2)LINEMtINTERPOLATION BGTWftENy1U4LE$GTj1?A'ND/OROPENING WIDTHS ISALLOWABLE. - ;`� V I.YMA!/'fl(e FIGURE 3: • _ • •• • • • • • 3 �1`•.•'�1�L'-Ns •'`� ' ANGLE 3)MULLIOA NDA AOR CLAPS CHOWN MW610T T9 SCALE.FOR EXACT DIMENSIONS,SEE .I: CLIP MUST SHEET%2j-1f3.Fp�E•T`TCTQERILILFCFIN?HE MELD FOLLOW WG DIMENSIONAL RESTRICTIONS 7240 513705 BE USED SHOWN ON SHEETS 21-23.FI�URES SHOO SIAGL•9►ED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT- ILL� ONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL - •) ( D `� 171 FIGURE 4: FIGURE 5� .FIGURE 6: BE PRE�SIIk -TREATED YEROw'OUTHERNOWS WI&VAl SG OF 0.65.ALUMINUM SHALL BE "-11 tiiA L OF .�'\ ♦ • ' 8083-TWO AMINIMUM f.00•THICK.STREL STU196 TO SEA MINIMUM GRADE 33 AND C�'•.!(Oa1Cf;••' ('j`.� ♦ .045'4FHICK(1i OC ST ELT BE AT LEAST.125'THICK AND A36.ALL ANCHORS INMWETAL§HALL E*TEt A�LEA� SCR�THREADS BEYOND THE MATERIAL. /r U1` ♦ NAW2 ANOHORS INIeWOOD MAY BE STEEL• -8 S. R 410 S.S. 1.25•X 3.94'X.624' A.CVNnr M)LLtR,P.E. ♦ MULLION FL P.E.3158705 ••• • • • • ••• • • ••• • • • ••• • • TABLE 12A • n MulOon Capacfty TION 11115101 Opening Wld1h(for vert oaly-/p6Mng mt9lon9)or Opera ft H•lyhl(lor t"Zordaly-Ip6rW 11p m1111or16) te 48In 6084 701n ION ION 100 In 1201n 140 In 1601n - RWwgAr TnWINre. RK" dr Treprrmwd, Reolrpdr TnplRlsnp. Mdsnplr Tr6p/7Are. Realrl•Ar TnplTdre. R4d6npWr Tnpr0lr•. R6cl.npAr TryY016p Rad&V Tr6�Aro. Reo-ft irk O9- 4 2X411.25 L.Wn9 .owing Lwdn9 Loedn9 lodrlp Loedrrp Lebdrlp Loomw Lwdre Ls&V Lwdn9 Loft Lssdrq Ldp LwMq yt� yp y rt yy Vm y a $ }Muion � f �, � a7 O 6g 3 O� a 6 � y � 6 � .� N Z � CO (A 12 N 170.0 620 110.0 135 170.0 784 170.0 476 170.0 648 170.0 306 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1448 170.0 321 170.0 1735 170.0 521 170-0 1963 170.0 621 16 84 170.0 706 170.0 621 170.0 480 170.0 684 176.0 092 170.0 630 170.0 1133 170.0 661 170.0 1215 170.0 077 170.0 1417 170.0 060 170.0 1700 110.0 648 170.0 1847 170.0 660 170.0 2217 170.0 60.1231. 170.0 747 170.0 603 170.0 696 170.0 671 170.0 1044 170.0 684 170.0 1193 170.0 727 170.0 1313 170.0 717 170.0 1494 170.0 756 170.0 INS 110.0 766 170.0 2092 170.0 756 170.0 2791 170.0 736 $ O 541. 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1110 170.0 7s 170.0 1270 170.0 IN 170.0 8484 170.0 487 170.0 1684 170.0 148 170.0 1013 170.0 661 170.0 7131 170.0 661 170.0 2660 170.0 481 m 0007 ION 170,0 663 170.9 701 170.0 1063 170.0 797 170.0 1210 170.0 176 170.0 1417 170.0 984 170.0 1584 170.0 948 170.0 1771 170.0 1033 110.0 2125 170.0 1093 170.0 21ri 170.0 1097 160.1 2660 170.0 1063 N 6 in 170.0 OW 170.0 745 110.0 1116 170.0 610 170.0 t702 170.0 NO 170.0 1466 170.0 1013 170.0 1673 170.0 1070 170.0 IOS9 170.0 1122 170.0 7231 170.0 1161 166.7 2553 170.0 1171 145.9 2553 170.9 1171 L 6684 170.0 971 170.0 169 170.0 1169 110.0 103 170.0 1364 170.0 1002 170.0 1336 170.0 1066 170.0 1753 170.0 1165 170.0 IND 170.0 1210 ITO.0 23]1 170.0 1275 161.9 2477 170.0 1284 132.9 2A7 170.0 1266 Z �. Ti 7284 170.0 1063 170.9 I76 170.0 1276 110.0 IW9 170.0 LIN 170.0 1126 170.0 1700 170.0 1226 /70.0 1913 170.0 1316 170.0 212S 170.6 1367 116.6 2184 170.0 1448 124.6 2184 170.0 1629 101.2 2184 170.0 1630 2' S7684 170.9 1122 170.0 ON 170.0 1716 170.0 1060 17o.0 1570 171.0 1200 170.0 MAI 170.0 1322 148.1 1960 170.0 1121 144.6 1960 170.0 1603 123.1 1960 161.9 1616 101.1 1960 IS/.0 167! 92.0 1084 162.7 1631 71 a r Z SD 70 In 170.0 1131 170.0 O67 170.0 1311 170.0 1111 170.9 1611 170.0 1200 170.0 1842 170.0 1]W 162.1 1161 170.0 M71 II7A 1601 10.1.1 1600 114b 1001 117.3 1177 84.2 TO-di 1]9.6 1159 66.1 IN1 177.1 8431 Q J " Z7 Z J Q p 90 In 170.0 1326 170.0 1184 110.1 1396 170.0 1210 127.6 f3U 1]6.0 1184 111.9 1311 121.7 1179 99.4 1398 110.2 1162 09.5 1393 101.6 1147 74.6 U96 84.1 1172 13.9 1706 627 1103 67.1 1398 76.0 1096 �1 9084 117.1 1220 161.6 ION 122.0 1229 127.1 1079 105.3 1221 111.2 1001 n 1284 169 tON 11.9 1229 69.8 1029 77.7 1220 12.4 1016 61.4 1729 722 003 52.7 100 63.0 07/ 16.1 122! 62.1 967 to N Z rb a 1481. 10]b 971 101.6 077 663 971 19.0 162 74.0 171 71.7 849 84.7 971 SOA Ol7 67.5 Nt 61A 626 51.6 971 WO 016 4S.1 071 40.0 TN 37.0 971 MA -712 32.4 971 10.6 771 111 N 95.4 010 97.7 132 79.6 919 DIA 611 661 910 70.9 ON 48. 19 12.9 TN 63.0 840 36.7 784 47.7 911 61.6 771 39.1 119 84.6 766 31.1 919 10.2 742 20.6 910 37.1 732 W X Y Y 1201. 75.6 766 76.9 716 62.0 766 84.6 TOS 63.0 766 35.1 N! 47.2 148 49.4 660 41.9 TN 44 4 071 37.7 784 10.6 684 71.6 716 84.9 653 27.0 765 31.0 NI 23.6 784 21.1 631 V N !n 1841. 13.7 616 112 501 36.4 616 37.0 4M ]I.2 616 84.1 491 27.7 644 26.2 165 24.3 644 25.] 170 21.6 616 22.9 474 162 316 12.6 401 16A 846 17.2 453 13.7 616 16.6 M6 d N Z tQQ TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA a•p..p AnchorCe ecl T•bb lbe OP•)%(ANCHOR CAP...,... _ANCHOR CAP.- - � C,P, 3ul.UeK L71c/xrcrt6e 369 Cac. Hm0e a4U FON CMU PT WooO Mtl• ( `MULLION CAP.,,,,,.,, dlr Elco IAC S6IW 6'1P Eko Vr 63 eco 010 (0 612SP 012 SIM Arch.TYPe 3'16'Eko ulre[a1 yr aro ul9acon UIr91on yte•Eko ulrxm yr Ekounnbon � unncon A®9caa 60rnr(176)S1r4r I4S 9crlw(OIG USE THIS FORMULA TO OBTAIN THE Anchor COP PalMrne Eap.astarce pr6 1• z-u7 1' 2-v2' a1Ar r z•tr7 r 7-vs 7 &trr 7 0.19• a6r o.32r ACTUAL PRE SURE REOUI EMDING TO AN ECAPACRY REQUIRED' HT FOR THE Enoedne6 tart tar t.L4• tau• 7 t-v1• t•v1• t•vr 1-vr 1-vr 1•vP 7 tom' tys• vade3 OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Arch.®4.7r hurt O.C./S1rd.d wo%M C1p 0.19 162) ]90 b3 38407 4501. 000184 16M bb 2701. 260106 361 m 740166 374 b3 684 lm kr 311 q 4'12 b6 480 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcnr3®2.48•MN O.C./9tend6N(r Dred) 0.19 7400. 740 0. 0'106. 1465 RO 1121 bs NM 66017 NIA 123106 NIA 600 cot WA 0 21t 6 W t 1110 b MULLION.IT WILL YIELD A MINIMUM ANCHOR 6Arc11r3®1.71•Mh O.0!,'5 nN(9r ared)C 0.19 1) 665 bf 0'D 756 bs 1046 b6 NIA WA 706101 _NA 790106 '4e WA WA 1022101 "32710. 16601. CAPACITY WHICH MAY BE USED TO QUALIFY {Arc Mn p)3•NN O.C./ a6 ArOw C1p3/0.495) 700M 7 68D 1. 1566b 16061. 0 SloV 760106 7461. 6601. 160Q 17 662111 160 D. NO" ADDITIONAL ANCHOR OPTIONS FROM THE 6 Arcron®7 MN.O.C./p7 a6 A N Cq3/0.19 6T 11TO b3 117010. 1020101 2740 Lbs 2644103 a S40t to is 1122.6 13WA WA 1022106 1327 b 7660 b ANCHOR CAPACITY TABLE. 3ArcItJnQ1.N'MN.O.C./U{Ip•Wo.12r Nur..p997) NIA WA NIA WA IIIA NA WWA NIA WA WA NIA WA DIS PRODUCTREVISED BArclon pj084'Mb O.C.IUtIIp,OAo.12r Aam.0.196) NIA WA NIA WA NIA NIA WWA NIA WA WA N/A WA 21 b m 0omplyin(w1Y1 d10 Flu" 2Arcron 0265 MIrt O.0jr,7p p999) 3m V. Sm1. ]150. 71307 71206 NA W348lb6 N/A 440 b1 WA N11p 112b 360 bb nuild'018Code16-0Z)e.0s 3Arcoor. 1.71'MN U.CIFtlIp .10) 449103 .67343A9. O73 VA NA NA 3W3p91b6 NIA WA WA 6111. 6841. ND bb A< pfw No V 12DI) NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. E><gnlr 1 Date b CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. D 2.OD0' FIGURE I: FIGURE2: FIGURE 3: FIGURE4: Mien Dade►loduct 9 • • • • MI TABLE NOTES: •• ••• • •1)SEE SHEET t FOR INSTRATIONS ON USINSTHE Tp6LF1�A1�SDEEj�fOR INFORMATK)N ON LOADING.SEE SHEETS 2-4 FORGENERAL INSTALLATION MEDS. • •• • • • • Ns-.L •• • • • • ••• • ��• FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION QFp&Ef**ZL LtAHS6ANISIDI IDPBNING WOTHS IS ALLOWABLE. 4.000 `-f` ' No !:fj705 - • • • • .260' -- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN !I •. 1 • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • LOCATIONS. - .0 .• �g b .' u/ FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETGSHA!CONFORM Tp,A&C SPECIFIORTIONS.4HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �.'•.,FlO..... •6 • • (CMU)SHALL CONFORM 11)ASTMC•90.WOODS AL E RWURI!•TREATPD YELLOW SOUTHERN PINE WITH AN SO OF 0.55. rG�'� (FIGURES 5&8) FR 2-X 4'X.25•MULLION / �Unf;\1.. `- a e e • • MUST BE USED ALUMINUM SHALL BE 6 TS.984018E A MINIMUM So TFO TRICK S;F,�L STQDS TO IN A MINIMUM GRADE 33 AND.045'THICK(18 //f r ` IN PAIRS. GAUGE).STRUCTURALSL TOdE AT LEA411R 105'THICK AND.9389 LAN R9 INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYpINIAAItLER,P.E. THREADS BEYOND THE MATERIAL.010&012 ANCHORS INTO WOOD MAY BE STEEL,me S.S.OR 410 S.S. FL P.E.O 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 134 0 g MulllenCa o TBDII IbeIR3 ��1d� • M. Opening 109 dlh(forael8ca*apwv1 minions)er0 nlnpH•Ipht(forroNmitaly-390096'0mthons) � Mln W1. 701. so In to in too In 120In 1101. 1091. Cyt LLO R•cw1•du nep/Manp. R.cten•l.1 Tr•M-.0. RwlengA Tmprrd R.d.n•l.r T7.PIT0•n0 R.ct•1•I.r TIWTdw. R ntwgln n.pRd.n& R.cunpd• TMprTdov. RHIM1911r VIP/Td•p Rxl.rpulr Tr.&V k6' s 2181.26 X00 I•Wng Le•dnp Lo•dn0 174§LO•!W a4$LaIAnO ptLLLo•An0 3LaMO ynalu•QnL4a0 In•d�Ya$V LoWn33O Lo.dlq LOAdYt56q Lwdtlp pLDLLa•n9 l.aJnrprpp Lo.dnp Lwdrp pY AlumMullion B �' � S 6 � O� 1T�' O � 6 F g � � n m F- 1111fZ ` 4201 170.0 ego 170.0 las 170.0 7u 170.0 08 17930 BM 170.0 506 170.0 093 170.0 519 110.0 Ills 170.0 621 1704 1240 170.0 621 170.0 TIM 110.0 621 1704 1736 170.0 321 170.0 1993 170.0 621 J W 4e 1. 170.0 709 170.0 524 170.0 660 170.0 609 170.0 999 170.0 930 170.0 Hai 170.0 681 170.0 1275 170.0 077 1704 1117 170.1 Geo 170.0 1700 170.0 MO 170.0 1683 170.0 Mo 170.0 7267 170.0 680 _ 50.62sN 170.0 793 Woo 553 170.0 e9e 170.0 831 170.0 1048 170.0 eM 170.0 1195 170.0 723 170.0 ISIS 110.0 793 170.0 1/09 170.0 750 170.0 1793 /7930 758 170.0 2092 170.0 755 170.0 2301 110.0 756 w 0 a V) O MN 1793.0 797 170.0 812 170.0 ON 170.0 091 170.0 1116 nao 751 170.0 1275 170.0 107 170.0 1!H 170.0 037 170.0 159411".01058 170.0 19+3 nao 091' 170.0 2231 170.0 181 170.0 7350 170.0 091 p M D 170.0 193 170.0 701 170.0 logs 170.0 707 170.0 1240 nao 871 170.0 1017 +70.0 009 170.0 1509 nao 910 170.0 1771 179.0 1037 170.0 2126 170.0 19393 170.0 209 170.0 109] 170.0 leu 170.0 1083 H 1090 J 630, '70.0 910 170.0 745 170.0 1110 170.0 809 '70.0 19309 '7930 140 170.0 1410 170.0 1016 170.0 1573 170.0 1078 170.0 1939 170.0 1122 170.0 2231 170.0 1100 170,0 2603 170.0 117P 170.0 2975 110.0 1171 � � 101. 170.0 074 170.0 760 170.0 1169 170.0 903 170.0 1309 nao 1007 170.0 1538 '70.0 IOM 170.0 1153 170.0 1166 170.0 1098 170.0 1710 170.0 tale 170.0 Ins 170.0 1727 1704 1268 170.0 0117 110.0 1209 n1. 170.0 1083 170.0 U6 170.0 Ins 1704 1009 170.0 1468 170.0 1126 170.0 1700 170.0 1721 170.0 1913 170.0 1115 170.0 2125 170.0 1367 170.0 2550 170.0 1410 170.0 2675 170.0 152° 170.0 3100 170.0 1570 � w Z 7001 170.0 1172 170.0 031 170.0 1x6 170.0 IDac 170.0 ISro 17&0 1209 170.0 1794 170.0 1372 170.0 2019 170.0 1421 110.0 2243 170.0 1509 170.0 2893 170.0 1029 1700 3140 170.0 1604 170.0 3509 170.0 1705 J d Q J r 75117 170.0 1161 170.0 937 170.0 '091 170.0 1116 170.0 1911 170.0 1250 170.0 1042 170.0 1309 170.0 2072 170.0 101 170.0 2702 110.0 1509 170.0 2701 170.0 1709 170.0 9312] 170.0 1777 110.0 3013 170.0 1798 F- j Q N O MN 170.0 1320 170.0 1109 170.0 1501 170.0 1720 170.0 IMO 170.0 1!09 170.0 2175 170.0 1657 170.0 2191 170.0 1703 110.0 2936 170.0 1116 110.0 3109 170.0 2123 109.0 3117 170.0 2173 136.6 7113 170.0 Ael 901. 170.0 1417 170.0 1232 170.0 1100 170.0 IIS! 170.0 1963 170.0 1672 170.0 2257 170.0 1791 170.9 3550 170.0 1952 170.0 2833 170.0 2095 109.0 3191 170.0 2335 131.1 $109 165.8 7470 120.0 3190 150.1 2426 N N Z p o 1101. 170.0 1591 170.0 1109 170.0 1913 170.0 1657 1704 7271 170.0 1870 170.0 2550 170.0 2070 101.8 2761 170.0 ?211 118.3 1761 101.9 2733 123.8 2701 110.1 7181 ID5.9 2781 125.9 243! 92.7 2701 110.D 2109 W 111117 170.0 1670 170.0 1409 170.0 1909 170.0 17011 170.0 2213 170.0 Im 1704 2821 170.0 2149 161.6 2032 162.7 7245 1]6.0 1672 110.! 2216 113.8 1632 1284 2109 174 2033 115.1 3116 654 26932 108.7 2006 1* m W U) 17001 170.0 1771 170.0 1509 1)0.0 3125 110.0 1609 1509 2152 151.1 1001 135.1 7162 141.! 1001 170.1 2252 127.2 1038 109.1 2252 1141 1915 00.1 2252 09.8 1872 71.2 2232 09.0 tele 67.8 2252 61.1 1609 H X 1!!1. I2S.1 /509 125.0 HIS 701.3 1514 109.1 1425 88.1 15M 91.6 1107 76.2 166! 60.7 1300 60.3 109! 12.3 t37J 62.0 1091 10.7 1709 52.158.0 1310 09.1 1561 101 1705 39.1 1101 09.1 12593 U t`I Z O O TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA: .� •0 Ano or Ca ecl Table Ob ANCHOR CAP.,�,,,,>:ANCHOR CAP.,,, 8o0.11•li 2.76 Co Mte 3.593 Core. Hollow OAU Feb CMV PT wood M.ul (DP Y1e-Elm 1/6'88 Eko 6116'Eko t//'BS Eko 0108109 01281.01 0128109 AmharTyp.: 3116'Eko UIMM i//'Eko UBr"m u'.co• Y16'Eko Ulbw n IN,Eko UNom Appn(i.W Ulncon A09nOnor 841.w(05)Senw(GS) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Cllp Patteml0.321V EOpe Omm.on): f' 2 trt 1^ 2•trr 1Y6' P 2-trY 1• 217 r a.u6' r 0.46' U.N.3 .6" CAPACITY REQUIRED'QUIRE ENT F N G TO AN Emb•ned O r 1-SV' 1•Yr 1-Yr 1-Y/' 2- 1.1/r 1.114^ 1-101' 1-101' 1.1/1 1.101' r 1ar6' taro' rdM ACTUAL PRESSURE REQUIREMENT FOR THE 7 Anchor. 1.76'Min.O.G/9l•Id•e 0.r O•N Clip ffp.182): SIo b 390 b 450. 10016. 1844 b 770 I" 2M Ib 364. 710. 374. 109 IM 090 b 341 b 442. 509 b OPENING,WHEN IT IS LOWER THAN THE MULLION 4 4170.17®4.06'Mk.O.C./8landre l.rOt1.0Cop O`q 7): 709 b 709. goo I0. 1780 Ib 3232. 5q. 609193. ism. TIM. 718. 1272. 11071. 092. 687. 1120 In. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 An•hon®1.77'MW G.C.l Sund•.(a 0660 Up(FIG.IC 1109. 1100. 'oto. 9316. WA WA 040- WA 10931. wA WA wA 1353 V. 17701b 2240. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arwbr.®Y MM O.G/(11-5 Anpk W W/(Fq.3} 7Mb 7M. 609. 1500 Ib. 1eM tb Mo. 509 Ib SBS I0. 1120 Th CAPACITY WHICH MAY BE USED TO QUALIFY B Anchor®T Aon G.C.r R)=5 Apt.OWI(Fig.or 166010. 1509. qM. 51201b 3192 R6' /OM Ib 1120. WA 1620. 1410. IIMb 7701 Ib 1367. 1170. P140. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amba a 1.8'Min G.C.l(2)Zs3 ArpN CYp./fflp,h 1609. 2100. 1090. 3709 Ib WA WA 1320. WA 15001. WA WA WA 2015. 7091. 3309. ANCHOR CAPACITY TABLE. PRODUCr REVISED /Ancon o 114'MN.O.C.r Uap,014•.175-Alum. WA WA WA WA WA WA NM WA WA WA WA WA WA NIA /109. .anlplyin8 wink the Fkd(b I Ar•ha.®OM'LOn.O.C.I U131p,1.10.176 AMm.(Rp.03 WA WA WA WA WA WA WA WA WA WA WA WA WA 7091. Mme-2.000'-�I building Code # 1S.C®4.09'Mn.O.CI F•C0p(Flp.10): SBO. 390. 150. 1610. 170. 209. 309 b 740. 3141N 0.M Ib 016 b 311.JH.A 10. 600. IVo 3 1.71'Mk.O.CIF O`I9.11 810. 700. 606. 17101. WA NM 170. WA 573. WA WA WA009. 1109. .250. inti Date � Z' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: Dy Mian ►rpdua FIGURE 1:- FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 11:• y SV 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • LCMG•SEC SFpErj 2-VOIR DEN @ML INSTALLATION METHODS. 1/ • 2)•110FAD INU4404 ;4MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • •• • • • ALLOWABLE8.000' %4LLIO140 ML•I04:1.1 SMQWN `T'.• J�1"t1S� ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 58705 • • • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ - FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Y 0 a.B7' (� : 6'Y__ FIGURE 5: FIGURE 8: ANGLE fA1 1111 • • • • • • • • CLIP • ••14)SUBSTRATES:CONCRETE C f fQRM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �;'?0'•, ;;1'nTt:Oi` (FIGURES• • CONCRETE SLOSK UNIT CMU �F{ALL ORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED X` '• °r"C'P, • • • • • • • • MUS AE• • YE OW S ATH�RNPINE WITH•1N SG DIF 0.55.ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.125' \. •-' I L� Q uSEQ� ••TH16K.STEELSI�1D01lEAMINIMUM6RADE33AND.046'THICK(1BOAUGE).STRl1CTURALSTEELTO % t�`�` • • • • • • • • AS • • BE AT LWT1.12 J CK AND ALL**HORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'x 8'x.25' A.LV0N'MILLVR,P.E. THREADS BEYOND THE MAT ERIAL.41012812 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION FL P,E.p 68705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• TABLE 14A Mullion Cap&clty Table IBNR/ Openln0 WIdth(for varllcalygPWIIQ m1AIOn1)orOpening Holght(f9rhOod a"panning mURor•) vie 601n W N 701, 801. 901. 1 100 N 1201n 1401. 160 in RONIroUs TrapTnaro. Rlgar•n6n TRwrlery Rsdan91ar TraPfTdNV R141aroaar TraprrftV Rm ewft T.WrA6ro. MolerouNr TRpTn•p. Rml•gNr 7t6Prr6aro. RtlarpWar TnpT,arly RKMf•ul• Tr6p/7hro. ti uC� 1R6"x2.11" toa61.9 Lotlro Lt••n9 Ladl,�j6O Lada• Lotlro Lotlrogj Loarn�V L."no Lea0r10 Lo661re latlro Lotlro tadW��jjj Ls6•ro Latlre Waok• Lo6o1.p pY tl k Tube Mux ` 0p yi�yi g 55 �' yigyi g i ypp g (Q �' Q 6 4 yy�• 6 g' +6� g' g6 5Q p§ tm o d V) 421. 111.2 526 187.0 428 120.2 626 140.9 419 1010 Sze 138.9 414 90.1 626 134.61 417 1 60.1 621 1x1 1 411 711 518 13-L1 1 411 801 670 131.1 111 61.6 528 131.1 111 111 s26 1x1 111 J W J LU 401. 06.6 403 100.0 333 606 403 x7 325 69.0 403 86.1 320 100.4 1 403 81.4 311 53.7 403 79.1 J16 IlJ 1W 76.0 ]14 10.3 407 7eA 914 31.6 107 70.8 714 30.2 10]J 71.8 ]11 2 � 60.8251. 623 382 91.0 301 68.8 392 70.3 291 6a8 382 71.9 289 61.6 302 1..2 2a6 117 902 64.8 784 11.2 362 61.8 263 x9 ]53 63.6 21. 29.1 752 03.5 183 25.7 362 69.6 28] 8 O W F 611. 87,0 378 74.1 287 56.6 318 04.2 261 40..2 716 617 266 u1 318 376 26s a7.7 318 SO.e 250 319 ate 19.6 749 28.3 7b 19.1 246 21.2 416 10.1 z1e 21.2 918 49.1 x49 fl] 601. 196 156 53.1 219 11.2 266 111 211 70.3 266 10.7 210 30.9 258 J7.2 207 27.6 266 31.0 104 247 258 17.4 203 20.8 256 92.2 201 17.7 258 722 207 16.5 266 32.2 301 U 10 .NJ BJN 12.7 231 118 200 15.8 231 36.1 795 316 231 94.7 102 29.7 ZH ]1.8 188 717 I3/ 28.1 186 21.4 TJI 20.0 1•{ 17.6 734 28.8 111 1SJ 231 20.3 163 13.1 2]I 10.3 161 M U) 3 861. 37.2 213 39.4 153 31.0 217 317 179 28.5 213 29.8 178 732 zt] 27.0 173 20.6 219 251 170 10.6 71] 237 189 73.6 z1] 71.3 187 19.3 21] 2zD 106 11.6 213 22.0 108 z N >? 721n 20.0 179 30.1 155 23.9 179 268 152 20.4 179 225 149 17.9 17/ 20.3 147 151 ITS 117 145 W 76 In 2A.3 161 25.4 140 213 161 21.8 137 17.1 tel 70.0 135 16.2 .181 17.D 177 2 Q N V 101. 716 162 2J.6 173 10.8 162 198 131 16.1 152 17.6 126 F N Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehtlrCapat Table gibe ANCHOR CAP.,,,"„„ ANCHOR CAP.,,, r~/T XZd�3o S16• C 2.M CmcRle 11ri Car. IbAOe CMU riled C64J PTNboO Mtld (�)X MULLION 5I16'Eko 1/4•SSEkO 6110Eko V/'SSEko 81081tl 81231801 812 SICI LU LU N ARm Type 3176•Eta Lllrleal Ve Eko ulracm urrm yt6'Eko U/reem 11.•Eke u96cen Affe(76kr la,tem AWeOdW Sc"((Z)8tra8(cs) St" 5) USE THIS FORMULA TO OBTAIN THE'ANCHOR ry Y Y AnehorClp Palbma CAPACITY REQUIRED'CORRESPONDING TO AN " X tq EVDkf6rcep8 1' 2-1? 1' 2.1? 3-98' t• L- I. 2YC 2• SLC 7 O.B 051' 0.124' F- f0 ACTUAL PRESSURE REQUIREMENT FOR THE N O O EmMan•0 1JI1' 1.Le 1414' tale 7 ave 1•vl• 1.11P 1•tq• 1Ile 1.11 z 1ST 10'C 1•ks L.) Q OPENWG,WHEN IT IS LOWER THAN THE MULLION 4 Arclpa®7 6Nn.G.C.l 2a5Arpe gibs/• 1- 7e011a Tao DS 880106 1560 b 7606106 64D 6i 660.6 WA 7BD d 748100 680106 16D2 d 667168 816 as 1130 b QQ. ' Z CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ' ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1�-1,288• rRP.DUCr REVISUD SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 os complying wish Ow rkxidm Building 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Cttdo�fo4ZUs p3 AeOeplanm No FIGURE 1: Ex7Mion Oale 2 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. F. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.116El- R7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade •• ••• • • • .125" /11111111 ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL401ZOWA TQ ACj 30;SPCCIF NS.HOLLOW AND GROUT-FILLED �� ( �Yi•.N CONCRETE BLOCK UNIt U)SHALL CONFORM6TO*STY CV.Yg)OD SHALL BE PRESSURE-TREATED �F LGENJC '.'P YELLOW SOUTHERN PIN TH AR G OF 0.95./2UMINUM"LL BG6063-T6 AND BEA MINIMUM OF.125' ; THICK.STEEL STUDS Tp a A fI�?M t?jE 17 AILD.045.7HICK(183GAUGE)STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.126•MULLION LEAST.125'THICK AND A36.ALLAN HOR I TO METAL SNAIL E)0rRND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) - 'r[ 1Jo.58705 _ THE MATERIAL.#10 b 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - r7'- _ ••• . ! IQ •1• L • • • • • • • ONAL ••• • ••• • • • A.LYt•IW'N1IEC6.P.E. FL P.E.#58705 ••• • • • • ev • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A Mullion C. s9 Tabl9 Ibow • � - op4nlnp%Mditth torwrfcaty-9pe7M inuio 73)erOponlhpH•Ipht(forhortwrft sparrirgmullions) 3044 501. TO In Sol. 901n f001n 1101. 1401. 1101. 0 Reelan•4u TraprIld w. Reat•p'lu Tlap/n1en9. a ~ RaWWer Tuprl6enp. Reetuqular T1.p716anp. Ra.t•I.4v Tlep/TII•q. RecapeeI TmprTd.N. ReeWylr nap man9. R,.I.WAu Tapw-np. ReednWlr TrWRlrn9. lwen9 Laver• tnadn9 taw oY g 336'30 Loaen9 Mang W.en9 Lasmo L-Ing Loven9 Ludn9 Laaeno Loed919 Igeen9 f.e.env lAaer• loverq WMn9 u DEG. rnnu LL � � gg � gigg � � g � � gg N 1 1 1 111 1 o °' m I1N., J W 421. �100 410 110.0 473 IT0.0 744 170.0 170 170.0 %e170.0306170.0 912 170.6 519 170,0 me 170.0 521 170.0 1240 170.0 321 170.0 1{44 IV!i170.0 671 170,0 1737 170.0 621 111.1 1710 170.0 521 JfaN .0 70e170.0 621 170.0 650 170.0 661 170.0 097 110.0 630 170.0 1173 170.0 661 170.0 1273 170.0 GT7 170.0 1417170.0 860162.7 1612 170.0 610 IJ0.6 1622 17D.0 060 111.7 1672 170.050.6251. .0 747 170.0 567 170.0 W5 170.0 631 170.0 1040 110.0 464 170.0 1195 170.0 727 170.0 INS 170.0 Tt7 161.2 1443 110.0 766 171.9 1//S 170.0 766 117.1 1{17 170.0 706 1026 144J 110.0 766 Td Q W N 170.0 197 170.0 SIT 170.0 956 170.0 691 IT0.0 1114 110.0 701 1700 1276 170.0 603 110.4 135] 170.0 637 144.3 IMS 170.0 606 120.3 1733 I70A $61 107.1 1]57 170.0 1.1 %.2 1767 170.0 %1 m U) (0 N F J 601. 170.0 e63 110.0 701 170,0 1067 170.0 797 167.0 1216 170.0 476 146.1 1214 170.0 144 126.9 1218 159.0 am Ila.9 1218 132.1 021 97.1 1271 116.1 917 673 1216 110.1 HJ 73.1 1216 116.1 4+3 � W 67 h 170.0 970 170.0 745 170.0 1116 170.0 650 150.2 1160 1Sa.e W3 111.{ 1160 167.0 911 116.4 1160 111.9 606 106.1 1160 131.2 e1. e1.0 1150 126.7 671 76.1 1160 1102 470 65.7 1160 126.2 470 Z Zn I Q. t• 66h 170.0 974 170.0 7e9 152.4 1011 1%.e 661 170.0 1011 144.0 664 114.3 1018 1.1 650 101.6 1016 127.1 6)0 91.4 lOb 116.0 870 76.2 1018 109.4 121 %.] 1044 1062 816 57.1 1018 106.7 Ila J J 72 In 110.6 a 1147.9 784 117.4 850 120.0 748 1%A 090 110.8 134 50.0 440 100.0 722 78.2 4% 92.0 7t2 70.4 810 04.2 707 69.7 4% 79.2 6% 603 Ia0 70.6 666 44.0 e% 78.1 6% u Z 76 h 119.7 7% 125.1 890 99.6 T% 106.1 074 85.5 7p 9J.7 083 74.6 790 83.9 832 60.5 7% i8.9 017 69A TW 71.7 673 41.9 7% 65.1t42 7% 0..1 819 77.4 7% 61.6 617 JQ t ~ Q Q .O 76 N 110.0 760 116.6 657 12.3 760 98.1 444 79.1 760 %.9 432 69.2 750 77.1 621 61.6 760 70A 011 %.1 760 %.7 8% 16,2 7'.10 69.1 730 58.2 686 K0 760 %.6 6% mZ%in 721 667 744 000 80.1 66J 62.0 491 61.6 303 64.0 497 45.1 603 49.9 476 40.1 667 44.4 460 30.1 66J 40.9 182 30.0603 761663 37.3 446 22.6 667 31.0 442 Uj In � IN %N 681 1% 01.1 44] 19.6 1% 61.6 433 I2A 1% 44.8 127 37.1 196 39.1 421 33.0 415 35.1 413 29.7 1% 37.2 101 21.14. 29.1 193 20A 794 18.4 495 25,0 J%1%N 41.7 J91 42.0 373 34.8 J91 !10 JIB 20.6 391 31.1 712 20.1 791 27.4 J77 23.2 191 24.9 J77 20.9 301 22.6 726 17.1 711 19.7 391 17.6 J16 Q70.2 775 ]20 370 770 21.5 370 26.6 J25 24.0 370 263 320 21.4 710 11.8 ]ta 19.2 370 209 ]17 10.0 F, 1201n 70.1 J17 30.9 210 26.3 317 0 264 21.7 717 72.5 210 19.0 317 19.9 270 10.9 J17 17.1 27J Q M Z /N N 178 220 17.0 In 20'3 TABLEISB ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Caotelty Table bs /ANCHOR CAP,,,a,,,,,, ANCHOR CAP.- um .; Ilkovwet. ].Sktxne. My-CA/u fa.4CMU PTUUOd Meal (DP)X\MULLION CAP.,,�,�,.,)_ •Ek* 114'89 Ek.5119'Eko 11..66 Ek. Maisel 012 Bled 612 B1eN Anc6u Type: 3118•E100 Urmm 114'Elco110rxan 5116Ul6Ek VII'Ek-Uln- 1/4'Eko tavaoen AgWoWl r uuxn AW0al0r 8p (G6)sa-406) 8o (051 USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Cop Pattems CAPACITY REQUIRED'CORRESPONDING TO AN EOpe gahnee(1.7 1• a+n• t• 2.1rr a+/6• P alrr r 2.1a r sufT r I os/' 0.]2!• ACTUAL PRESSURE REQUIREMENT FOR THE EmbeOmnl(N): 1-m. +-314' 1.4- 7- r .114' 1.114' 1-114• 1.114" 1.171' 1•IIP r 1JIC +'2I " OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anelgn®S'Min.O.C./127x5 f]k6/(Ra.11 390 Ae 3901ba 450 aM 6%7. 1700 aR 2701. 1601. 7S4 b 44 b ]711. 1%1.a NB M NI IQs !It as 500 b 4 Alklpn p!7.6'Min.O.G 7147x3 Ar•N Cope/ft.27 780914" 7%1. i%94" 1e701. 252566 5401. 6001. WA 11201. 1101. 6501. 16921. 682 I. 665 lbs 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM A1J(.FIOR 6 Amrora Q I.Tl'A9n.O.C./(2)x6 Anal.Clpe 7 0`+9.Jt 1120 tas 11201. 956 I. uta 1. 22541. WA 8401. WA TON 1. RTA 1]26+. WA 1022 b +327 a 1660 b CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE AN CAPACITY TABLE. PRODUCTREVISED as c.mplyin8 sAih th.Flo" FIGURE 1: TABLE NOTES: RWldiry Code Aco.pt_No 16.021$.p3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. P imt'�pn Dal. QQ ZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY Mi Dade Product 2)LINEAR INTERPOLATION BETWEEN MULL jVGW kND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: • • • • • •• .125' \�`u`�i\- , 41/ 3)MULLION AND MULLION CLIPS SHOWNARE NOT TaSCAtOFtXT Qh1RS1(�JS,SEE SHEETS 21-23. (/� i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMWSION R T TI Hd1/�ON SHEETS 21.23. VION 'Rio FIGURES SHOW SUGGESTED,APPROXIMtTE}IOLELOCA740N • • • •• 50' ),!0.'.18705 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONSHOLLOWAND 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 6063.75 AND BE A MINIMUM OF.126' rLlTHICK.STEEL STUDS TO BE A MINIMUM 8RASB3/AND.046'y11CK(j8 GAUGE��99 ggUC RAL STEEL TO BE AT 3p ) ••_ tA7F OFLEAST.125'THICK AND AX ALL ANCHOBS INTE METAL SHAD EXTEND AT LEAS�3�SCF J�HREAD3 BEYOND MUR\0�;' THE MATERIAL.#10 6 872 ANCHORS IT�O WO(P MAYBE STEIL,W8.S.OR 410$.S. •`SCJ ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ••• • ••• • • • A.LYNN MI12126,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1 TABLE'16A Mullion Capacity Table 11111boWl c opening WI41M(for 5•recaly-sp-110 mlAlor•)or Openlno Height(for horlmnlakspanning ml/oons) 50 In 9047 701n 901n OO In 10047I In 140 In 18047 n1R«ww «1.9� 7rWm.q. a.auwTnaNa.c.9r T R.Uno 'DWMwV. Ren.VA. TwTdenReclpr Te"wv. . Lasting lmdnold"2 Lee" Leeg Lmd1q Lamy LoLoadng Lmdng Lasting LoWLoedy Losdn9 Lmmw Laq pg n C ) DEQ.ALBAY MULLg � g �t, 4� 4�' � gif I 111!4�• � $ g §$$� fil� ( y#� y§� 6 $' ¢{y�T' � t m !O 7dd6 i@ fin d 11 Z 28 i8C 2d 2a 1, 8 ! d8 NNSLi @N 170.0 820 170.0 4Jb 170.0 7H 170.0 470 170.0 8011 170.0 bye 00.0 W2 170.0 $10 170.0 1116 170.0 321 170.0 1240 170.0 521 170.0 1484 170.0 621 170.0 1733 17D.0 521 150.3 1871 170.0 621 O W 46 In 170.0 700 170.0 624 170.0 630 170.0 661 170.0 992 170.0 847 170.0 1133 170.0 881 170.0 1275 170.0 677 170a 1411 170.0 000 163.7 tell 170.0 660 140.7 1637 170.0 e80 171.8 1631 170.0 Se0 a 60.6251n 170.0 747 170.0 56] 170.0 098 170.0 871 170.0 1016 110.0 664 170.0 1195 170.0 723 170.0 1343 110.0 717 170.0 1491 170.0 750 147.1 1652 170.0 751 1]8.1 1332 170.0*112 1552 ti0.0 750 W oCD o SIN 170.0 797 17a0-ii2 t70.0 900 170.0 001 170.0 1116 170.0 761 170.0 tx7a 170.0 603 170.0 1431 170.0 837 1552 1455 +Tao 656 120.3 1155 170.0 Bet 110.0 1156 170.0 1155 110.0 861 J 90 N 170.0 686 170.0 701 170.0 10e7 170.0 717 170.0 1210 110.0 078 157.1 1300 170.0 944 430.7 1300 170.0 $90 125.7 ON IS15 OM 101.8 1300 157.1 012 89.11 13M 167.1 1300 167.1 962 W 67 47 170.0 030 170.0 715 170.0 1116 170.0 1150 162.9 1217 170.0 MO 112.3 12{T 164.6 163 126.7 1247 162.6 00 114.0 1217 144.3 O�14 -.101 12{7 136.2 038 81.1 1241 173.7 033 71.3 1217 175.7 903 Z , 68 in 170.0 074 170.0 789 170.0 Sty$ 170.6 900 fle.! 1100 1817 065 129.0 1100 147.0 945 115.4 110 130.3 9'26 103.6 1190 126.4 9 1100 /UA 600 71.2 1100 118.1 0p 61.9 1100 118.1 i90ZZ zz 7247161.6 1010 169.1 077 171.1 1010 +M.0 650 110.{ 1010 127.2 472 101.0 1010 114.7 0211 00.8 1010 106.6 111 80.1 1010 011.0 6 1010 901 795 57.7 1010 8711 700 SOA 1010 47.7 700 � To In 137.6 IW 113.6 792 114.5 IgA 172.0 773 00.1 900 107.1 761 85.0 OW 00.2 749 78.7 900 ee.2 778 W.l 90e 82.3 720 67.7 900 71.7 7111 0.1 900 71.2 710 129 OOe 70A 700 r Q Q N O 76h 127.1 WI 132.5 761 103.0 WI 112.5 730 00.8 581 WA 725 70.4 WI 68.5 TO 10.6 861 81.0 703 e3A -;1 75A 600 610 .4161 00.1 NI ISA Wt 04.5 675 39.7 Wf 83.7 872 m Z 9047 6x.7 6b 0.5.1 571 68.9 eke 721 501 59.1 e16 029 $54 51.7 810 55.1 615 40.0 646 50.9 037 !IA 60 47.0 570 31A 616 {IA 519 20.3 016 38.2 611 25.0 618 36.5 501 LU y 8O W N 612 See 70.1 5o00 e 50.8 600 50.1 400 46.7 SW NA 191 1x.6 SW 136 1117 37.0 600 11.4 47e 71.1 SW 38.1 470 204 US 33.4 159 71.3 586 3D.6 45x 21.3 see 28.7 177 f/7 y 1001n 47.1 419 /11.0 405 39.9 MO 11.2 300 34.2 440 35.7 313 21.9 H$ 31.1 3417 28.8 449 28.0 352 23A M9 00.1 377 29.0 449 72.7 708 17.1 MI 20.4 381 15.0 140 18.9 356 Y Y 111 N 4/.I 126 46.D 383' 706 Of LU 123 J7A 370 31.6 125 72.8 373 27.0 In 20.1 387 21.6 125 70.2 Jet 22.1 426 24.0 3511 11.1 125 20.7 350 15.0 .425 16.6 743 F Q -5047 34A 361 33.3 331 28.1 361 29.8 721 21.9 361 2110 321 21.8 4101 .22.8 317 +0,! 761 IgA 317 17.6 301 101 300 Q 7 z Q 11447 20.2 237 20A 237 18.8 ,nl 263 17.1 270 ANCHOR CAPACITY ADJUSTMENT FORMULA: m I I TABLE 16B I -' MehorC9 601 Table be rANCHOR CAP.,, ,,,,\1_ se6elnu; 2.78 Cantle 3.6k Coro. Hol-CMU Field CMU 9iNleod Meld (D�)X`MULLION CAP. ,w/ ANCHOR CAP... 5116'Eko V4 ss Eko SJIO'Elw 147'88 Eko 010 tiled 112 8100 012 Sled Ander Type: 3110 Eko lllt a Ifo'Eke Unr.ccn Ln Yle'Eko Ult- 114'Eko UMem Aug�ela Ullnoan A0pre0ela 8o1.w(OS)sena IGS) suety 1�7 USE THIS FORMULA TO OBTAIN THE 'ANCHOR Anchor Clip P6tteme CAPACITY REQUIRED"CORRESPONDING TO AN Ede.Olearo.MY 1• 2-12' +'. 2.12' 11A' 1• 2.12' S• 2-t/C z J'1fa r I. o.s1• 8.721• ACTUAL PRESSURE REQUIREMENT FOR THE E Zzom 1471 t-YI' 1214 /-314• 1-YI' 1-114' 1-1W 1-IW 1414' 1.174' z + 1--• Medea OPENING,WHEN R IS LOWER THAN THE MULLION 2 Arohon 0 5'Mtn O.C.f R)2e5 An9M lxp.16q.13 790 b 700 b 45916. 4100 p 1700 se. 270 ke 24191M 351•e 140 b 31416. 120 lb. 910•e 311•e N216e CAPACITY FROM THE TABLE OF THE SELECTED 4 Arohan 0 3.Y Min.O.G/(2)216 AnpN 13.17 ffq 700Ib 790•e 790 b f0701o. 525 pe 510 M 590 0r WA 11 W IM 7M Im Ie0The 14100 Iw 002 sn WS lb -T-120-b- ( AMINIMUMANCHOR ) 6 Aro6ae 2.77'Min O.C.!12)215 A1gM Clpe/ q.97 1120Ibe 1110 b 950m 27401b 2251 Or WA 6401M WA 10501.. WA 1790 ne WA 1027 b 1721 w• 1000 M CAP ACITY WHICH MAYE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED m-nplyiny wilh 910 Flo" FIGURE 1: Building Code TABLE NOTES: A��y-cc No e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex irdlonDae 9.02 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mian' Product 2)LINEAR INTERPOLATION BETWEEN MUL4rNGjgP,,ANQ4OR,0PENING WIDTHS ALLOWABLE. FIGURE 2: • �� 3)MULLION AND MULLION CLIPS SHOWN*RE NOT TOISCAL�.'gor1F7v1yT I�MEbsid IS,SEE SHEETS 21-23. `��1`�.I 1YNN 'I", • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMIINSIONK RWT toj;Hft ON SHEETS 21-23. .125'Q46* %`,��'.-��C[NS,c •!4 �� FIGURES SHOW SUGGESTED,APPROXIMPr1iOLE LlfiAWONB. • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED t•I n.5e" FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED _ IL• • • • - YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125' a � THICK.STEEL STUDS TO BEA MINIMUM RAEL63'J AND.046"'WICK MB GAUGE6rTgUCI L STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHOJS INTQ METAL SHAUt E)WEI-!p AT LEASj3 SC(ZI HREADS BEYOND P • THE MATERIAL.#10 8#12 ANCHORS 11117 WO(j)MAYBE SIM,10-8 S.S.OR 4106.5. • �/`�,'•.2'f.orttv!"•,�C • • • •• •• LY�� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ••• • ••• • • • A. N,1101,�LeR,b.E. FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • • 1.000• r 1-1.000'-1 _F-,.250•--1 �_ - 1 is Ir F---1.266---1 O -� 1.000' 1.000' �-- I .125" .125' Ir .12a.10 5" gad 2.750' 25' 3.125" •125' 3.188' e 7502. ' .125' .125' 2.118' N km iL 2.000' 2.000' 265' L 125' L .375' 375' S00 r 0 W -r r r r w V X 2'X.125'MULLION 1'X 2•X.375'MULLION V X 2.75'X.375'MULLKXI V X 2.75 X.850'MULLION 1'X 3.125'X.5'MULLION 1.25"X 3.18.'X.285'MULLION 1.28'%2.11'X.125'MULLION 2 Q co 808378 ALUM. 8083-T6 ALUM. 8083.78 ALUM. 6083-TB ALUM. 8083.76 ALUM. 8083-TB ALUM. 8053.78 ALUM. O 083-ToAX-SECTILUM. X•SECTION X•SECTION X-SECTION X-SECTION X-SECTION X•SECTION co Z M N F- O J �"{f--.125' -(-)r-.125' -moi F'-.125• J z TABLE A Z W g 1 2X5 ANGLE CLIP Dimension Value(in) For Mullion: STANDARD CLIP O 8083.7.ALUM. 608378 ALUM. PA 1.825 J d Z 2.000' I 2'125• 2.000" X-SECTION '- X-SECTION U•CLIP Q J '-" 6083-TB ALUM. I 2.651 Aluminu1'X Y X•m,2g I XSECTION L 126' 0.895 nye Murton Q O0.740Z Z.1.125 V X2'X.375' W O 740" 7'404 Aluminum IX V) N 5.500•- C 0•� TLbe Mullion U Q 3 CUT HERE TO .376' I"--�5�� D 0.49D a cn U) .375'y 12S"---�{ _CREATE FSCLIP'KEE SEE N. F I .375'M a= Z a,cn 0 o MIN. r DETAIL F,SHEET 4 A 1,876 �_ go .338'MIN. _-_----- B 3.000 V X2.75"X i r------- � r-------� ----- __ % o•� u-CLIP A -- ,376Aluminum L__ A I 6053-76 W `- ------------------ 2XSANOL ALUM. C 0.757 TOPVIEW 8083-TB ALUM. D 1.116 h�MUIIIDn TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 MIA. /.AS BOUNDARY.SEE SHEETS S17 FOR THE 808378 ALUM. CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1-312 1'X2.7b'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1118'. B 3.000 •850' WITHIN THE DASHED BOUNDARY.SEE WITHIN THE DASHED SHEETS 517 FOR THE ANCHOR O.C. C 0.476 Aluminum DISTANCE. 0. MAXIMUM ANCHOR HOLE BOUNDARY.SEE 838 Tube Will n DIAMETER:ANCHOR DIAMETER 1/16'. SHEETS 5.11 FOR THE TABLE 8 D ANCHOR O.C. A 2.000 11RODUCT RBVISBD DISTANCE,MAXIMUM PGT Part A B 2837 V X3.125'X o complyi wil6le F'faatll .375' ANCHOR HOLE Mull Dimension(Sheet 0) .600'Alum Bulldin Code 5.500' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U Clip MQI•Clip D .375' MIN. DIAMETER+1/16". C 0.863 mpg Mull AccePt+ma No 3 MIN. 1"X2"X.125"(5) 88605 885113M 6681118M M43M 666511M D 1.137 P Pini Dale /jp2! 1"X2"X.375"(6) 866008 666114M 6661119M 656244M 666512M A 2.626 Dy �__-- -------I------------- 1.25'X3.188' Mim Dado�rodua I t" ,7Y,�75^(� 68807 688115M 86t11120M 688245M 868513M a 3.287 X.2051 Alum • • B "X2.76"X�50•( • •68606• 686LBM 6661121M 666246M OW14M C 0'862 Tube Mull I D 1.782 --------, D 1" 1T SOA(9r •66657AM Y661110M W61 114M 686242M 556516M �O`.•'GEI•ISE •y 1.28'X2.11'X ti .' �1 •• � v i I i 1. X3.1�8•�.285+(1!!) 68841N i681i17 6881113M 886241M 8B8518M A 1.813 .121'Alum `� •,� /- -- 0'; S `-------J I ---- 1.26"X2.11"X.125"(18) 89370 N/A WA WA Bti6517M Tube Mull ::'':r 1d° 'Oi C OFFSET CLIP NOTES: • •O• • • 000 e e• ��I 6063-TO ALUM. • • .1 '' •125•- I TOPVIEW 7)HOLES TO BE DRILLED IMTHE RELD FOLLOWWO QIMF�ISIONAL FfSTRIC'ISONS GIVEN ON THIS SHEET. I.L U .740-1 r6 2)SEE SHEETS 5-20 F IOGE�'1�0,APP�!♦X:MATE:SLE LOCAT4WIS d l��HOR O.C.DISTANCE. '��i1" I '- A.I:YNMII,IL�(iFR;)'.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 ••• • • • • ••e • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000' r- -i ,.Goo' r 1.062'11 740' • .385' @ 08p� - 125' - ' �11� - .062' I I 'p1 M� 'YS n � 4.000'• I '125'STANDARDCLIP 2.000• 6063.78 ALUM. 2.125" 2,00' 2X5 ANGLE CLIP d 4,Op0• 4.000' 2.625' I UCLIP 125' XSECTION 808376 ALUM. I 8083-78 ALUM. I XSECTION .125' lV .125' X•SECTION L N ,m .125' .125' ct) N 031 o CENTER OF ANCHOR HOLE MUST LIE WITHIN THE - W .128 T DASHED BOUNDARY.SEE SHEETS 520 FOR THE � _ .375' '1 � .375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR `L "a -1• 'T HOLE DIAMETER:ANCHOR DIAMETER+1/18•. - m N 0 a OF 1'X 4'X.12S'( 1'X 4'X.375' 1 1'X 4'X.375" 5.500• Z M MULLION MULLION 'T-MULLION CUT HERE TO ,375' S.00o' 375' O 0 J 6083-T6 ALUM. 8063-T6 ALUM. 0083.76 ALUM. 375• 3.125• -�_CREATE FCLIP,SEE MIN. N S X•SECTION X-SECTION XSECTION MIN 1 DETAIL F,SHEET - W �• 375' Z 1.250' - -----------i 375' - Z5 _ r------- I r_______, CENTER OF i________ I M O I I I ANCHOR HOLE I I MIN. LI Z 1.250' t2- I I I 1 I I I I I I MUST LIE WITHIN 1 I J d I t I I THE DASHED I I I I I BOUNDARY.SEE I I 1 I I F SHEETS 520 FOR I I Q Z 2.875•F I ---j- I I --- I Q THE ANCHOR O.C. F T I )- Q I F DISTANCE. 3.94' t MAXIMUM I 1 cn 3.250" 3. I I I I ANCHOR HOLE ; i J to I I I I I I DIAMETER: .70000• .100' L ANCHOR -____-----_--________ Q------J -------JDIAMETER+1118'. QZ2X5 ANOIE CLIP �€'Or.100' 4• •814' L STANDMDCLIP UCLIP 807OPV EWM - &�g-, Y.E.ER OF ANCHOR HOLE MUST UE 600378 ALUM 8083.78 ALUM. -•i .820 F-- --i .820 I-- -'-I .820' I� THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25 X 3.25'X.10D' 1.25'X 3.25'X.524' 1.25'X 3.84'X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dlmenelon Value(In)For Mullion: DIAMETER:ANCHOR ST DIAMETER+1118'. F 1.838 1.25'X3.25' 6005 ALUM. 6WS-TS ALUM. 6005-75 ALUM. 7 X-SECTION X-SECTION X•SECTION G 1.000 .125' G 0.500 X.824• H 2.880 AWninrn H -1.438 Aluminum ;. (((((�-----------�/��`----3.469• -- 5.500' 000 71be Mullion 1 3.250 Tube Mullion 1.377' '25 CI ,125• .376' .375' F 3187 11 X41 X F 2.625 1.25'X 3.94' 1.877' MIN. G 0.757 .375• O 1.125 X.024• 1.377' .725 I . r--- ---� _____-� H 2430 Aluminum 1 1.500 Aluminum ---mplyi a fth the I I I �- I 1 3.250 TUM Mullion I 3.000 Tuba d'T �complying wish me Flerke I I I I I F 2260 1.26'X3.26' F 2.813 30.8e Mut noildi g Codc I I I I O 0.750 X.100 Actt •ix No)0-0218.03 F 2075 4b'Be MW M .125' I _ I 1 t i i 1 H 1.600 Alunlmm P pieeli Dale 20j I .125' 45' 2.250• 1 I 3.250 Tlbs NUllbn y _ 30'1- I I I I I H I Mi Dado Product 3.250' I 3.250' •• • •1 I• • • •• TABLE D / I I • 45'BAY MULLION I • i er •V _!_ • Dimension POT►erl• �\�1�(\ NN 30•BAY MULLION 6063.767 UM. -----f-- -6063-T6 ALUM. I X-SECTION • • • • • •• Mull,hoot#) Mullion Std.Clip Offset Clip U4;IIp An91eCllp Oa.• •��Cyj X•SECTION I •• • • 1'X4'%.125'(10) 69384 680111M SMI122M 808241M18665111M '� GENSF G OFFSETCNP ••• �\ �\ ;. 7 6063-T6 ALUM. t•X4'X.310•(11) 6010 M112M 0061123M 666242M �. MD.50706 J .226'J «,981'--� L"t TOPVIEW 1'X4'X.375'7(I I) WM 888112M 6661123M 606242M .228' �-'•981'-� .740' (Y NOTES: • ••• 1.26'X3.26•X.700(1 ) 20100 W81127M 6861124M 6062410M • • • • ••• ••• 1.26'X 3.2b'X-'.'.4!j 20101 0001128M 6601125M 6602411M -J '• �f1 0 L(/ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.• • • • • • IRS'X 3.91'X.624•(16) 20162 06811 PIM ON1128M 668241M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • •• • • • •• •• 30 Degree(19) 86649 WA WA WA ••• • ••• • • • 45 Degree(20) 88050 WA WA WA 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LFL P.Et�IIr5870 P.E. FL P.E. 58705 • •• •• • • • •• •• TABLE E Mull Dlmenslon Pm-pace Q F 5 (sheat S) - Mullion -Sid.-Clip I U-Clip I Angle Clip - -"'I x•125' --1 f--•..725' --I N--,125' _1 LL 66602 666281H8882711 68851121 I I d o 68604 066262M 666272M 88651131 I STANDARD CLIP I U-CLIP 2%5 ANGLE CLIP 6W3-T8 ALUM. 606346 ALUM. 806SE ALUM. d 2.000' I X-SECTION 2-126• I X•SECTION 2.000' XSECTION o LD NOTES: N I 1 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125• 125' 125' E m ED DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. Z N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I �..-1,ggp•--� 0 W HOLE LOCATIONS. 1.480'--iLU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ 5.500'- U CUT HERETO (�--5.000' 376' m y 0 0 -3.600' CREATE F-CLIP, I ''j .375' 1 MIN. ZO U) 2.000' -375• Y 1_SEE DETAIL F. � .375' MIN. r SHEET4 MW N J Z 7 m f O W o z 1 I J 4.000' I -i- 3.438' @ +-- - 3.438 j-'-------- U Q rnrn�1 p 4 -I-- - - cd .250' 2'X 4"X.25' i I 3LLION .438' i I Z Z o 60633-To ALUM. a �}� %SECTION I I I I I ________J MIN' W Q _ _ --I- ----- - L L----'---------- Of J Y Y STANDARD CLIP 2X8 ANGLE CLIP U Q Q Q U•CLIP,808}78 ALUM. d.. Z 17 U) CENTER OF ANCHOR HOLE MUST LIE 608376 ALUM. SED FOR 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE gO6yT8 ALUM. .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW _ WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �.O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. {y �� DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE in DIAMETER:ANCHOR DIAMETER-1/18'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 8.20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER ANCHOR DIAMETER•1/16'. 5.000' 3.500' -{ CREATE F-CLIP, 2.01)(y 3..375' 4 I SEE DETAIL F. .375' .375 MIN. r-SHEET4 MIN. MIN. 375' I I I I I I 1 I I 1 i I 1 I GDUCT'RF>VISCD complying wi61(I1a FW" I I I I BuldingCode ib-OQ,16.03 I I I I I Accepianca No I i I I I E ifalion.Oak fog) I I I 1 I 1 I 0 .250. 6.000' f -j- -r- --j- 4.888' 4 t- i--------i Mlan t t 1►lrodudl - 5.438' ••• •♦: :5.4 . '•♦• •• 5.438' i i ��CN...:..I.,4,,, 2'XWX.25' I •± •: i i • I•♦ i P.• MULLION I I •• i •• • • • �• i ' No.58705 _ 6063.78 ALUM. I I I 375' '- X-SECTION I -- I I I I - /^ 1 1 I L-----------'--------� MIN. :.'11 t !/(• b Q;' STANDARD CLIP •• ♦ • •• • • • • U-CLI♦ 2X5 ANGLE CLIP e1`S� ••• `\\� .250' 8063-76 ALUM. • •• • ♦ e083-T6 ARUM. e083-TB ALUM. F•1�� TOP VIEW ••• • ♦♦♦ ♦USED FOR e'Mt MON EET 17 TOPVIEW ER,P.E. TOPVI A.LYIfl�M11111 fL P.E.#58705 • 00 •• • • • •• •• EXAMPLE 11 SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01.80.0 PSF. - 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'-32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING • n NO ANCHORS IN HEADRECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED L DESIGN PRESSURE OF+00.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. -SEE SEE FROM TABLE 3A.SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH-72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. E a: PRODUCTS SHEETS nY APPRwAL\ 2-3 FROM TABLE 4A SHEET 8,THE 1•X 2.76'X.650'MULLION(LENGTH-72.OPENING WIDTH-10')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 830 LBS. N MULLIONb LENGTH 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 N YY W- ANGLE CLIPS WITH(41012 ANCHORS HAVE A CAPACITY OF 805 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z H d LLLD FNI LA , 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION PRODl1CTS,WILL W SAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE W INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 11) IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/•60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.1 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, W O 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 00 PSF: to N 32•-----1 32' 838 LBS ~ --I MULL WIDTH (80 PSF)X( )e 524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) j OPENING WIDTH 72.7 PSF _ Z 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 ADi DESIGN PRESSURE OF+50.0%55.0 PSF. d Z FOR THE VERTICAL MULLION: F Q N o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'-72•+1'•105'AND THE OPENING WIDTH IS 36'+36 Z '+1'=73'.REFERENGNG SHEET 25, Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/0'AND WILL Ul p0 g� MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.0/•55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. $ d EXAMPLE 2:MULTIPLE MULLIONS W (L FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH-108',OPENING WIDTH-SO-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF Of 2 U) Mull WIDTH--�r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q 0 0 FROM TABLE 12A,SHEET 18,THE 2"X 4-X.250'MULLION(LENGTH-108',OPENING WIDTH-807 HAS A DESIGN PRESSURE OF+/•04.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z a0) L7) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mO>p SEE DETAILS, 4',NOT 77'AS PREVIOUSLY a•� 72' FENESTRATION SHEETS BECAUSE ITIS NOW KNOWN THAT TME MULLION WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 36'+36'+2•-7 PRODUCTS 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN rl APPROVAL _ , THE 73'DIMENSION(35.1/2'+35-1/2'+2'•73'). IIF 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) i CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` _� SEE - USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND s� LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a DETAILS. DETAIL E, FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2.3 SHEET 3 HEIGHT 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 FOR MULLION TYPE COULD BE CHOSEN. NOPoZ PRODUCT REVISED 72' m mmplyi MULLION r�g iM 0.FIw1d♦ 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'-2"X108'.REFERENCING SHEET Z5,THE COLUMN USING TRAPEZOIDALRRIANOUTAR LOADING MAY BE BHilding Code USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(®LENGTH-42',OPENING HEIGHT-120-)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE A-pl-No Ire•OZl S•O,*j REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E piMian Dale /VjOZ DeiNls. 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' Ry SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH M_Dole product 2s (4)3116'ULTRACON ANCHORS AT`If9bGL*"ANEE OF 1'own A1IANGHOR WACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. • • • • • • • • • �.\OWW� LYNN • • I{� UL HORIZ. _ � 36•,HOPoZ. 4)FOR THE U-CLIP IN THE HORIZONTK MULLION Tg TIC�\L OJL".*JSE TME SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR ULL LENGIN Mlll LENGTH CAPACITY IS 1074 LBS WHEN USIMM ANQHGIi6.WTi�IS IW&EI�AJ•l�TH4ERMORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. / wo.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ _ '- +/-64.7 PSF FROM THE VERTICAL MULLION: 'til �47 L� +1.170.0 PSF FROM THE 36'HORIZONTA!MULMOI4 ATTACHINOTO CWJ' -;r1.•:� f l o H-170.0 PSF FROM THE 36'HORIZONT�t MULLON ATTACHIN41 TQmTHbVERTICA�D&L ERSECTION). = .) _STr O THE LOWEST DESIGN PRESSURE IS f/-64.7 Pf AND WOULD RPP:TOAUL OF TH&MULL) S. �C�C•'••r(a.I.nI••' f"'-- • • • '........• ��-`�- VERIFY THE DESIGN PRESSURE C:V6 FENgSTRATIOPftQDU&S OSED WITHirms M4WN SYSTEM.THE LOWER DESIGN PRESSURE,OF MILLIONS OR FENESTRATION /i,/IONNJ PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY. L ESKd1 PRESSUROREQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN q,LYNN MILLLK P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 ••• • • • • ••• • • • •• •• 0 • • •• •• EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfTROWGULAR LOADING: •�� n Fc17 r�4 Z Y4 . I PW PW 0-- PW I I - — LL 04 SH/DH SHlDM SHIDH SHfDH l PWFl ZN0] w I 4 4 4 4 I - W UJI / of p 0) O � / w O a LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / / / / to SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 n _ co [� a HINGED ? J DOOR 0,l SGD Z $$11 � e LOADING OF VERTICAL MULLION PW 1 LOADING OF HORIZONTAL MULLIONd LOADING OF HORIZONTAL MULLION 1 PW - i z PW PW-_ -- U) Z PW --- w O FL SH/DH SH/DH' - SHIDH /� SH/DH I U Q O O 40 ag / / I SHIDH $ I�it 1 F � LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 PW PW HR I _- I LOADING OF(Z)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION P HINGED PW PW -NOTES: DOOR ^?t(iiIUCT REVISED -_ _ I ac complying,rith Ya Fbr•d� 1 1)DRAWINGS ARE R,Jlding Code RERESENTATIONS OF TYPICAL Accpl No p = Pw CONFIGURATIONS. E in„' DM QO I PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Mj ►md+G o •L • • •�• •• - w THOSE SHOWN. 2)IF THE LOADING TYPE CANN07 '�`�,. LYfJN BE DETERMINED,USE0, • • PWRECTANGULAR LOADING. •�� •' �1C�-I'ISF '•,S' ' PW PW ••i fiS • • 1 3)SEE PRODUCTS'APPROVAL FOR rm.,uros •` �- ' j ACTUAL ANCHOR LOCATIONS. .. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION i �• (�1• �• I nom{ / f)' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED. WITH INTERSECTING HORIZONTAL MULLIONS- 1!/ • • SGD l L OF .<V, •••LOAAG OF VERTICAL • LOADING OF HORIZONTAL A.�i Nr 414R,'O.E. MULLION MULLION FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • • e Maziitelli Residence 373 NE 101st Street Miami Shores,FI 33138 Window Schedule Mark location Type Width Height Product Required Design Actual Design Inches Inches Approval Pressures Pressures Al Office Single Hung 37-1/2 48 16177.1 +40.1/-43.4 +70/-70 A mull Office 1-1/4"Mullbar 48 16-0218.03 +40.1/-53.6 +/-170 A2 Office Single Hung 37-1/2 48 16177.1 +40.1/-53.6 +70/-70 Front Door Swing Door 9 80 18320.2 +40.1/-43.4 +70/-70 B Living Room Single Hung 52-7/8 50-1/2 16177.1 +40.1/-43.4 +70/-70 Cl Living Room Single Hung 44-7/8 49-1/4 16177.1 +40.1/-43.4 +70/-70 C mull Living Room 1-1/4"Mullbar 49-1/4 16-0218.03 +40.1/-43.4 +/-156.1 C2 Living Room Single Hung 44-7/8 49-1/4 16177.1 +40.1/-43.4 +70/-70 B Living Room Single Hung 52-7/8 50-1/2 16177.1 +40.1/-43.4 +70/-70 D Bath#1 Single Hung 37 38-1/4 16177.1 +40.1/-43.4 +70/-70 El Guest Bed Single Hung 37-1/4 38-1/4 16177.1 +40.1/-43.4 +70/-70 E mull Guest Bed 1-1/4"Mullbar 38-1/4 16-0218.03 +40.1/-43.4 +/-170 E2 Guest Bed Single Hung 37-1/4 38-1/4 16177.1 +40.1/-43.4 +70/-70 E mull Guest Bed 1-1/4"Mullbar 38-1/4 16-0218.03 +40.1/-43.4 +/-170 E3 Guest Bed Single Hung 37-1/4 38-1/4 16177.1 +40.1/-43.4 +70/-70 Al Guest Bed Single Hung 37-1/4 50-1/2 16177.1 +40.1/-43.4 +70/-70 A mull Guest Bed 1-1/4"Mullbar 50-1/2 16-0218.03 +40.1/-53.6 +/-170 A2 Guest Bed Single Hung 37-1/4 50-1/2 16177.1 +40.1/-53.6 +70/-70 H Guest Bed Single Hung 37 50-5/8 16177.1 +40.1/-53.6 +70/-70 H Master Bed Single Hung 37 50-5/8 16177.1 +40.1/-43.4 +70/-70 H Master Bed Single Hung 37 50-5/8 16177.1 +40.1/--53.6 +7p 1J4• • G Master Bath Single Hung 48 50-5/8 16177.1 +40.1/•43.4• +70 -70 000000 G Master Bath Single Hung 48 50-5/8 16177.1 +40.1/- +70 -7 • •• r F3 Nursery Single Hung 37-1/4 50-1/2 16177.1 +40.1/w�3l4• +70/-70 • F mull Nursery 1-1/4"Mullbar 50-1/2 16-0218.03 +40.1/-63t4• +/-170 • • F2 Nursery Single Hung 37-1/4 50-1/2 16177.1 +40.1/-63&00 +70/.7 •••••• F mull Nursery 1-1/4"Mullbar 50-1/2 16-0218.03 +40.1 p- • +/4170 • • F3 Nursery Single Hung 37-1/4 50-1/2 16177.1 +40.1/-43.4 +70/TA) ••••r • • I1 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1 - • _ +67. •• ••••• I mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1 - A• +/-129.6 • •••••• 12 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1 f 39.6•• +67.5/-7Q • • 1 mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1 j-53. • +/-J29.6 • 13 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.11-53.6 +67:1"0 •••••• • • Door 09 Great Room OXXO Sliding Glass Door 142 79-3/4 20838.1 +38.11;,42.% • +50/'50 6000** Il Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53.6 +67--57 774P • • 1 mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1/-53.6 +/-129.6• 12 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53.6 +67.5/-70 1 mull Great Room 1-1/4"Mullbar 63-1/4 16-0218.03 +40.1/-53.6 +/-129.6 13 Great Room Single Hung 37-1/4 63-1/4 5823.1 +40.1/-53.6 +67.5/-70 Door 08 Dining Room XX Sliding Glass Door 71-1/2 79-3/4 20838.1 +38.1/-41.5 +50/-50 D Kitchen Single Hung 37 38-1/4 16177.1 +40.1/-43.4 +70/-70 D Kitchen Single Hung 37 38-1/4 16177.1 +40.1/-53.6 1 t