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WS-17-44Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 no:It) or Rep it Stas: APP Parcel Number 2017 Expiration: 07/17/2017 Applicant 185 NW 106 Street Miami Shores, FL 33150-1247 1121360080250 Block: Lot: DENISE ALOISE TR Owner Information DENISE ALOISE TR Address 185 NW 106 Street MIAMI SHORES FL 33150-1247 Phone CeII Contractor(s) Phone FLORIDA HOME IMPROVEMENT (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 23,829.00 0 Type of Work: 12 IMPACT WINDOWS No of Openings: 12 Additional Info: 12 IMPACT WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $14.40 $3.30 $3.30 $4.80 $220.00 $9.00 $19.20 $274.00 Pay Date Pay Type Invoice # WS -1-17-62553 01/18/2017 Credit Card 01/09/2017 Credit Card Amt Paid Amt Due $ 224.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the 1 s drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for ':Il w. rk done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHA L/, INDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify tha construction and zoning. Futhe accurat- and that all work will be done in compliance with all applicable laws regulating ontractor to do the work stated. January 18, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 18, 2017 1 1,4 BUILDING PERMIT APPLICATION El BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ROOFING Ei PLUMBING ❑ MECHANICAL 0PUBLIC WORKS JOB ADDRESS: / '8S iJw 1 OLo 5T Master Permit No. Sub Permit No. • REVISION ❑ CHANGE OF CONTRACTOR Fsc 20 i 45-h" -11- 44 ❑ EXTENSION RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: 11 ' 2.13 CP ' (D09 •O2 S0 Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: Zip: ' 3 160 Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Den) , ESQ 4A-0 j %_.p Address: 1 g 5 /U(k) loco 5T City: ,I- Oirs S ► e s Tenant/Lessee Name: N/A Email: N/A Phone#: 305 -119 g'D State: Zip: Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Phone : 954-7924415 9 39. l - LIC11(-4 zip: 33312 t a Phone#: Or,7.01e� Certificate of Competency #: Phone#: N/A Address: N/A City: / Value of Work for this Permit: $ �$ Z.1 Type of Work: ❑ Addition El Alteration Description of Work: REPLACE N A State: N/A zip: N/A Square/Linear Footage of Work: ❑ New ❑■ Repair/Replace n Demolition l Z. i -q- pa c- - lam', nc i)u) S Specify color of color thru tile: Submittal Fee $ V .`! >t Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) L20 0 Training/Education Fee $ CCF $ 1 U. coicc $ DBPR $ ° SO LI '5S V Double Fee $ Notary $ Bond $ TOTAL FEE NOW DUE $ EZU 0 G - • Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 t OWNER or AGENT The foregoing instrument was acknowledged before me this (.LJ day of ('IC.11l 20 1 by 2 N 1 . td AtOIs-e , who is personally known to me or who has produced ®� as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ANTONIO HERNANDEZ MY COMMISSION # FF 164915 EXPIRES: October 1, 2018 Bonds,u Thri Busq�f S.rke? ***************************** APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this W day of iiII , 20 / , by (196ki 41.4 t • aj d f -U.9 fJ, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County ICE OF EP E TY APPRAISER Summary Report Property Information Year Folio: 2015 11-2136-008-0250 Property Address: $170,097 185 NW 106 ST Miami Shores, FL 33150-1247 Owner a1 DENISE EDE ALOISE TR Mailing Address 7� 185 NW 106 ST MIAMI SHORES, FL 33150 Primary Zone $1,836 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use $280,583 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half Assessed Value 2 / 1 / 0 Floors $107,057 1 Living Units $50,000 1 Actual Area $57,913 1,728 Sq.Ft Living Area Exemption Value 1,392 Sq.Ft Adjusted Area $50,000 1,556 Sq.Ft Lot Size $57,913 9,464.76 Sq.Ft Year Built 1950 Assessment Information Year 2016 2015 2014 Land Value $170,097 $170,097 $101,448 Building Value $108,298 $108,298 $105,497 XF Value $2,188 $1,836 $1,856 Market Value $280,583 $280,231 $208,801 Assessed Value $108,668 $107,913 $107,057 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $171,915 $172,318 $101,744 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 9 BLK 205 LOT SIZE 77.580 X 122 OR 18402-1940 1298 4 Generated On : 12/13/2016 Taxable Value Information Previous 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $58,668 $57,913 $57,057 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $83,668 $82,913 $82,057 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $58,668 $57,913 $57,057 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $58,668 $57,913 $57,057 Sales Information Previous Price OR Book- Qualification Description Sale Page 12/01/1998 $0 18402- Sales which are disqualified as a result of 1940 examination of the deed 08/01/1989 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed 11/01/1985 $59,000 12749 -Sales which are qualified 2020 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Flotilla Horns Improvement Associative :♦Lifts! Its. CSC tdtlt D reatiAtif 3%4 Ste Und St / 1 laucticl 'a ! t ?? D s 2 ate, Job, —031272128__ :3 /9 {/I/Y.0iV id ir4*,, � (y� E r f:t'piC•tt�nictti iiht.rit/''£r'{.�i!11,�yi;/•.' 1C1 1 ,/ N1'ne XS r l�G /� flt 3 a I'+...r.,• iy1 (l1` .0 • Add' ess r.�a 41t►• • f hy(Vt•a:1.51^4d?.Mrnlr•PQr..�tTla•5' t'41ruad. fr •(' :.'-a-''r+.://.0,64..✓l a Ikvi t4'p 'air," I'Cv4V,ract.3' a.' 1 irn•, e•+P .. • t . . ... '. nnt+L"wT ,.V bur'�ti •1J 7 ..'.•^ .°i t:•�w !hr n'/,. T t. W;•) Cr. rro^te•r Orrin rt• p'ir 'n tr%' wV•) Cos^ r1 dr` ) tP rK'.T P1a.start(' 4•N:5 Vs b •/'p .K. t (tr'J't Drtr.:Dv' r r n, o•t :: v r 1: i; 'TPL:•P vp,e.t.nry P5'rrt,P51.b+0' 1n 4KPaw •PA:/P'•Y"r 1t+N• 10,17TO S: 13 FHA Errayr siva) Sago, :parish:•,. r.. PISat AL1'mnle. MasJgfi9 _ Alor '.,rr r:!-kfi 1'A:•f. Ooors _FAA &Kin Srm:a.e• _. _ - %uJn"'Jr vn_a % '' ' r t,.' Impact: (x) Nan ft:pacl: ( twawYr• r"d its.+' at, r..w rer14. 1Arres., .rr 1..0 4- 114 r 1:iw0 4JA 41' r.,-.44 . ✓w-s9Pr.'J.4•+'I. •.-pits+/_ rn'.►..v s. t, s ..r•.0 Cofo : wimps l,,,, mita morite corer 1/ic3.[.Yi• S.vi,rpMi ; toff ..e Wino Gloss Oor AA AF FA FAAF AA, Oh Qtr Oh' Qty thy FAR y.ubs_yy' Mt ) u(! : I Qty esu? ! A; 1 felffeee GlitsS: I►�✓W "1(c- '-€ . VJ1/ r 4./Y/Lft-X. Warranty Manufacturers Warranty sett Capon twnietritm. �^ 5) Work NOrto be replaced: shave paned. . anclo' sewn( we: W111 %."`'. s 6) of applicable, removing 71 special instruaons: ;rely - _ ji S) Cleanup job debris and provide necessary permit: and not :ar'e- % 9) If app th ble. in e event that Con: aftttr• is unable for whatever repast tS oD:arr saup r proem:Yr •lt: tsrrffs:rivorr_r9°ern pitsr, Contractor shad refund any previous payment andtnistransactiondil be au l9rratr4ysarrr'st (N ftnbb wk than normal iataa rm:stoDeTyrie unk._ ed terrwa 1 OLV(`"-Ty adwduie= Contractor shat Commence the wor). rent _ days atter e u utior 9r the tenni"_• lira --C n,.reermxr_Tr?rst/'_-yrediher:+*iy-..�0�rr'sr. � Mete all Work hereunder within Commencementays after Commencementi>a a �r,' ;r+tr^ �rE ______ The TOTAL PRICE for all Labor and tAatenals Iimha:hng any applrabie d6:9um1 n w' ' _`%l, . 'may' " . Balance Payable � to -.m ' sna.L>m cr=y � f.._ Contractor will provide to Owner a Final Waiver and Release of Lien and t orriraactoes iru- is owner.ourecaR(salis1-•+cnr is•:L +trim' Lxkried In chas n +.vim - Statues (2(1;351. farrier efe=ts to pfor jinx mng of the v. nwestut,r (uml 3urr mount. Cam r rmr s e ores: Lown payment "'•' :T>� cur reared Nowt, to the Omar, Irtirats being obtained by Owner: a).Ooactsigothis home improvenentmama (it ening SMIneing doonwenClMWink• b1. Too are emitted to a am Otho mntraa t at the teoe you sign. Keen ittopro* t yourkga'rigno. e). Thy 6nmoaldocarennattached mthis tenor immorenentean aysontain mortgocestrstherwheoeateafrappe1ttra-at sari on it rau bo not pay. tie supe you nedestend adprovbiom att bessmea tand fraaniaUtassanenn bCiwexm iso• Misceltenecnig This Contract contains the entire contract of the parties. tt stay not ere nitiVd •rally *At unit lay � et =sisraMe'v ss wraten amendment The waiver by any party of a breach of any vrovis+an of this earnest'• shall aA: vp"-'rrte tr be fjrlstfoet a . subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed Shit contrast aider seal.ss sf itse Irny atnd win lis asmvrvrtttuen You the Bayer map cancel this transaction at any time prior to midnight on :the thinitusinescieryOkar', selnislormatchcr.. See the attached notice of cancellation form for an bion of this light Owner. Nj .' A- Di (Signature of Owner) Home Owners YES ( ) xiation Mame: NO IA i(ng rd� 11 ate Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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 t ;s inspection, is for the verification of conformance with Product Approval N • A Qualifier/Owner Signature Date Print Name P:=gh•(GCp-GCpI) V (mph) 175 1620FBC for HV HZ, or Fig. 26.5 -la Risk Category 0 Table 1.5-I, page 2 Exposure C Section 26.7 1<d 0.85 Table 26.6-1, page 250 1(4 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees thew 14.0 degrees Mean Roof Height 15 16 VJ S t peciatty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite 820 Boynton Beach, FL 334326 FL. CA 8 009217 lntstuctlons and limitations of Use Wind Veloctes in South Florda Dade Broward Palm Beach Risk Cat 1 165 156 156 Low risk to humans (farms, sheds) Risk Cat 2 175 170 170 Single Family Residences Risk Cat 3&4 186 180 180 Essonial Facilities • Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0'. 2 Design pressures are for an enclosed banding (shutters or other impact resistance protection required). 3 User shall determine the mean roof height, ( Eave height * Roof Peak)/2. 4 End zone distance Is the lessor of 10% of length, 10% of width, or 40% of the mean roof height end not less than 3'-0' 5 6 If 50% of a component is in a particular zone then that component Is considered to be in zone wth the majority of the area. If questionable then place in Zone 5 Each component, widow, door, mullion has a tributary area that Is area to be used. Area of components to rounded down but shall Dot be less than 10 sf. 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. 6 Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 11 Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE 856214 or Mark LeBlanc, PE 035683 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7.10, Method 2 12 No reduction is taken for slopes less than 10 degrees. Arca of component 10.0 sf Arca of component 15.0 sf Area of component Arca of component Area of component Area of component Ara of component Area of component Area of componat Ara of campomm Ara ofcomponent 20.0 of 25.0 sf 30.0 sf 35.0 of 40.0 of 45.0 of 50.0 sf 55.0 sf 60.0 sf ne4 40.1 -43.4 -44.0 Zone 5 Zone 4 -54.4 38.8 -42.2 39.3 -42.8 Zone 5 38.8 -51.3 39.3 -52.0 Zone 4 38.4 -41.8 38.9 -42.4 Zone 5 38.4 -50.6 38.9 -51.3 Zone 4 37.9 -41.4 38.4 -42.0 Zone 5 37.9 -49.8 38.4 -50.5 Zone 4 37.5 -41.0 38.0 -41.6 Zone 5 37.5 -49.0 38.0 -49.7 Zone 4 37.1 -40.6 37.6 -41.1 Zone 5 37.1 -48.3 37.6 -48.9 Zone 4 36.7 -40.2 37.2 -40.7 Zone 5 36.7 -47.5 37.2 -48.2 Zone 4 36.2 -39.8 36.7 -40.3 Zone 5 36.2 -46.8 36.7 37.4 Zone 4 35.8 -39.4 36.3 -39.9 Zone 5 35.8 -46.0 36.3 -46.6 Zona4 Zones 35.4 -39.0 35.9 -39.5 35.4 -45.2 35.9 -45.8 Zone 4 35.0 -38.6 35.4 -39.1 Zone 5 35.0 -44.5 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 •56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 •54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 41.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 29 45.7 -49.5 46.0 -49.9 45.7 -61.2 46.0 -61.6 44.2 -48.2 44.6 -48.5 44.2 -58.5 44.6 -59.0 43.7 -47.7 44.1 -48.0 43.7 -57.7 44.1 43.3 -47.2 43.6 -47.6 43.3 -56.8 43.6 -57.2 42.8 -46.8 43.1 -47.1 42.8 -55.9 43.1 -56.3 42.3 -46.3 42.6 -46.6 42.3 42.6 -55.5 41.8 -45.8 42.1 -46.2 4201 -52.4 • 41.1 40.4 -44.4 40.7 -44.8 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 42.9 42.9 42.4 42.4 -56.8 -47.0 py 4675 • • • 1v1 All 41.9 -46.0 41.9 -54.1 41.4 -45.6 41.4 -53.2 40.4 -51.6 39.9 39.9 ktirn 1.5 ,45,40 kk • • MIAMI SHORES BUILDING DEPARTMENT , PRODUCT APPROVAL SCHEDULE / COMPARISON CHART • Address:185 NW 106 St, Miami Shores FL, 33150 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 110 x 62 NO YES - 2 .j, FL16736.1 4, 4, 4, -53.6 521/4 x 491/4 .f, 4' 3 4, 4, 4, 4, 4, .J, 52 x 491/2 4, 4, 4 .4, J, .l, 4, ,I, -43.4 52 x 371/2 4, - ,(, 5 .(, FL16736.2 4, 4, 4, 4, 109 3/4 x 61 4, - 4, 6 4, FL16736.1 4, 4, 4, 4, 36 x 37 3/8 ,I, - 4, 7 4, 4, .(, 4, .J, 4, 35 7/8 x 371/2 4, 4, 8 4, FL16736.2 4, 4, 4, -53.6 1051/4 x 371/4 4, - 4, 9 4, FL16736.1 4, 4, 4, 4, 50 7/8 x 491/4 4, 1 x 2.75 4, 10 J, 4, 4, 4, 4, 4, 4, 4, 1 x 2.75 4, 11 .I, 4, 4, 4, 4, 4, 52 x 491/2 .L .j, 12 4, 4, 4, 4, 4, 4, 521/4 x 49 3/8 4, 4, .. ... . •• • . . . . .. • - - • . . • .. . • . -. . - r . • .•• . .•_ _. . • • •• • •.. •I • • ••• • ••• . . . . .. • • • • • • • • • • ••• • • • - •• • • • • • • • • • • 0 • - ••• • • • • • • 4 • • • 4.. • •.• • • • • • • • • • • • •••• • • • • • • • •• •• 8 p 1 .. . . • • • •�• • • • ••• •. . • , ..• .. • • • •.. • • • • • • • • • • • • • • • • .• ..• •• • •• •• •• - Florida Building Code Online Honda pepartnim51 Busines 7. rofessi a Regulation BOSS Hors Log In User Registration Hot To$c$ Submit Surcharge Stets & fads '.. uc2 Approval giggle User Product Aoorovai Manua product as AoaRcsfinn Seardr a &gimp 1 mAppf@cadan 9�ag FL # Application Type Code Version Application Status Comments Archived Page 1 of 2 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekossOcw.cc Koss Erin ekossecws.cc Technical Representative Erin Koss Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekossecws.cc ]ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathropcws.cc •••• • • • • •••• • • • • •• • • • • • • • • • •••• •••• • • • • • • •••• •••• • • •• •• • •• • • • •••• • • • • • • • • • • • • • • • • • • s • • •• • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 6b 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. Urkh, PE Ii Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F€ 167: Ri p 1VS-3x113 (, [ 3200 +4• . 3. [MP Standard AAM A/WDMA/CSA/ 101 /I. S.2/A440 -oa ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2004 2005 2009 1994 httpJ/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqugobl%2flZm6... 6/24/2015 • Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/15/2015 04/21/2015 04/25/2015 06/22/2015 •••• • • • • •••• • • • •• • • • FL td Model, Number or Name Description • • • 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IM *cfr• 74" x 63°,4Meos ox. • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes ign Pressure: +60/-60 Other. Large Missile, 74° x 63°, DP +/- 60 psf. Outer Ute In I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. •••• .... Insttallation Instructions FL16736 R1 II CWS -871B (1-1S-82EQ,71x63. IMP! Idf•• Verified By: Lucas A. Turner 58ffd1 •••• Created by independent Third Psi :•Ycs • Evaluation Reports • • • FL16736 R7 AF DupontPV8 r A 13-0!29 27 f • I5,1.6736 RI. AF Evalleo cANS-:571 .(e1y-8200.84x63, IMP1,odf FL16736 R1 AE Ouanex (Mlkron) NOA 12-1017 62•pdf Created by Independent Third Party: Yes • • 16736.2 HS -8200 PVC Horizontal Slider H5-8200 PVC Horizontal Slider, IMPACT, 111" x 63°, XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other Large Missile, 111° x 63", DP +/- 60 psf. Outer lite In I.G. must be safety glazed when used above 30 ft. In FR/HZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS -8698 (HS -8200 111x63. IMP) vdf Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf FL16736 R1 AE DuPont SGP NOA 11-0624 02,odf L16 6 • AE te. S ■.-8200 llx.; IMP).pdf FL16736 RI. AE Quanex (Mikron) NOA 12-1012 02.pdf Created by Independent Third Party: Yes rendartUe :: —�� o. smr, ..:. .:€ .;=u -.=,i v Phone: sso-4874ez.1 The State of Honda is an AA/EEO employer. Cnaoribir 2007- 013 S3+te of ftorlda.:: Prhracv Slatem3nt :: p,�S :: Under Florida law, eras addresses am public records. If you do not want your e-mail addreas released in response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mail. if you have any questions, Piano concoct 850.487.3395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees liwnsed under Chapter 455, VS. mum provide the Department with an enell address If tray have one. The emnlls provided may Da u$od for official communication with the licensee. However mall addrexsas am public retard. 1Y You do net wish to supply a personal address, please pantie 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 Lam. Product ilwpreneI : http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobI%2flZm6... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) •••• • • Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 • • • • • Statement of Compliance: This report evaluates the above -listed product per the requiegnts of F/1451.„ Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requfrgg p?s of the 5 • Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. Thg4ypdgct testing • • standards performed are outlined below. • •• • Technical Documentation: • • • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port FL • . 2) Approval drawing CWS -871B, signed and sealed by Lucas A. Turner, P.E. • • • • . • • • 3) Test Reports NCTL-210-3887-1, -1 A, -2, and -2A, by National Certified Testing Laboratories, ••: Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS -871B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871B • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.271 ▪ Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. • • • Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. moa +.1OREtgr 4, gym, °rQ .4.,,% t� Ste®V es v a No 58201 °off m * * E -1: m :Cc® 17.11% STATE OF 11r$ dd. aY 4/18/2015 Lucas A. Turner, P.E. FL PE #58201. Lucas A. Tumer 2015-04-18 22:21-04:00 64 A' MAX FLANGE HEIGHT ORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4MAX, OVERALL FLANGE WIDTH MAx utarr HEIGHT 0 58 13/16 GLASS DLO • • • • x TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 • • EXTRUSIONS & B.0.64 3 • • ANCHOR SCHEDULE 8 NOTES 4 • • INSTAUATION DETAILS 5 • • • • • • • GLASS DLO 59 9/16' MAX SASH HEIGHT 0 5 \r - J..-- 365116' MAX SASH WIDTH • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • GENERAL NOTES' 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIOA BUILDING CODE (FBC). CURRENT EDMON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1890PER THE FTIC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 'Or, 'XC.r. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 0-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 0-1300-04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR 0/=1.13 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRoDucT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS, 7. AU. FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FUMY MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION H&8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING; X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CAU_OUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT 1/4* x 1' LOCATED 4* FROM BOTH ENDS. Lucas A. Turner 2015-04-11 15:18-04:00 MAX. UrillT SI. DESIGN PRESSURE RATING •• 4i xi63" • • • • • • • • • • • +1-60 PSF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IMPACT RATING LARGE MISSILE IMPACT (a,, 1/(j// WSMIXAN SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 94474 WWW.CWS.GO PVC HORZ. SU R IMPACT 4/11/2015 LUCAS A. TURNER, P.E. FL PE ft 58201 1239 JABARA AVE. NORTH POFIT. FL 34208 PH. 941-380-1574 SHEET DESCHIPT1OK GENERAL NOTES AND ELEVATIONS OAAWN 61 DA Y6. ADE DWG 9: CWS -871 SCALE: 1:15 15/1W13 8 SHEET 1 OF 5 INTERIOR SECTION A -A • • •• • • • • • • • • ••• • • • • • INTERIOR SECTION B -B NOTE; FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD %PACT HOOK (TYP.) MIDSPAN OF SASH (REAM SS a 38) X <=1 HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:20 ONLY PEI GED PRLCCK IOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27). 7B" OVERALL —1/8' ANNEALED Or TEMPERED 7/16' AIRSPACE 5118" LAMI --- 1/5' ANNEALED —.020 DUPONT PVB INTERLAYER — 1/6" ANNEALED PURFECT GLAZE'W SIKAPLEX 582 GLASS TYPE A 1:1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • —1/2' GLASS BITE PVD HORZ. SLIDER I;I= ACT CC a m LUCAS A. TURNER, P.E. FL PE 1158201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941380-1574 5H SECTION VIEWS AND GLAZING DETAIL CRAWN6Y: ADE 10/10/13 12 SHEET 20F5 PARTS UST ITE PART # DESCRIPTION VENDOR 1 H•1497 Reid. Sash Meet. Flail Keymark MATERIAL Alum 2 I+1699 Rotnl. S.B.RJS.S.R, Keymark 3 H-1838 Meet. Rall, Fxd Keymark 4 H-8052 Sash Top/Bot, Rail M9mal 5 H-048 Main Fr., SH, wt Fin., PVC Mlkmn 6 H-5050 Sash Meet. Reil, PVC Mikron 7 FF8051 Sash Side RaII, PVC MIkron 6 H-6049 Main Fr., SH, w/Flg., PVC Micron Alum Alum PVC PVC PVC PVC PVC 9 P-3029 Speen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley 11 P-3113 Spew Support, PVC Team Plastic 12 P-3218 Screen Frams A@netat Rubber RoWorm 13 P-3228 Scrim $plina, .155 Da, BLit. Daps 14 P4754 Screen Frame Comer Key Ailmetal 1$ P3342 Seam Sealer, 9M-5504 Sahnse 16 P-3352 Set. 81k., 8$ Dur., 118' x 5/E' x 2' Lg. Fiar3cLowe Nylon Silicon Rubber 17 P 0429 18 P•3539 Wstp., 0.270 x .187 back FinS6af, Grp Ultrelab 48x3/4" Square TEK 2 OM Fostered 19 P-4730 98 x 112° Truss PH TEK 2 Zinc Fa9tenal 20 21 P-3752 P-3783 or P-5250 Cap Plug, 1/2° Hole M&M Steal Steel Nylon Spring Lock, Impact, PVC inledook 22 P-4779 Rofler, Tandem M&M 23 P4051 48 x 1 1/4 Ph FH TEK, Wht. Fasten! Nylon Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Co,,er w/ Rep M&M 28 P4638 R8 x 2 l/2 Ph Truss SMS AJax 27 P4958 Rotary Lock Sulilaen 28 P4952 Kasper, Rotary Lock Sullivan Nylon Steel Zinc anc 29 P4959 Watp.. 0.420 x .187 track FInS9al, G31 Uibafab 30 P-4533 Barrel Fastener Fasten! 31 S-1112 Reinforcement, Head Keymerk 32 9-1498 Rain(. S.B.R.t&.S.R, Keyroek 34 5.1776 Faller Track Keymark 35 S-1999 Frame Hook, !-lead, impact Keymark 36 5-2000 Pant Catch, Head, Impact Keymark 37 9.6005 Ami L19 Mlkron 38 8-6013 Sorn. Adapt., vw Iib, PVC Mlkroun 39 S-6014 Scm. Adapt., PVC 40 5-6063 Fixed Rall Coss, •• ••ikin • • Mann • 41 5.6084 Glazing 8aad 42 GLASS 43 SEE SHEET • •• • • • • CARD/NAM • • Perfect Glaze "H", Sl k6FIex 55.2• }bract / Sita Slcel Num Alum Alum Alum Alum PVC PVC VC • PVC • • PIC ,t3LASS• Stowe [LINE ITEMS NOT USED: 33 CORNER COMTTRUCTION CORNER WELD (ALL SIDES) 10 PVC FRAME FLANGE -8049 PVC 6408 MTG. RAIL -19680 PVC SASH SIDE RAIL -6031 PVC SASH TOP/BTM RAIL -9652 PVC PDSED RAIL COVER - 6063 PLAN VIEW -1999 0 6° HEAOIMPACTHOOK -1999 0 stir " IV®I.- L -� Y_ 1/16* PANEL @APACT CATCH - 2000 311 8- 3" 900131111111110 • T• • • • • • • • • • • •• PLAN VIEW -2000 SCREW SUPPovrr-3113 • ••• •• • ••• • • •• • • • • • • • •• • • • • • NOTE: ALL EORUSIOty AFIE A U NL (163-91-6 Ulf fq IIERWISE NOTED. ••• • • • • • 3,w r- �._ 1116" S.a.RJ AR. -1496 {TL�-1.--1116° PVC SCREEN CATCH - 6013 5116' e 1/16" PVC SCREEN SUPPORT - 6014 FIXED MEETWO RAIL SCREWED WITH :6 60t imin wmow SWIMS 1900 SW 44TH AVE. OCALA, FLORIDA34474 WWW.CWS.CC PVC FIORZ SLIDER IMPACT } s SASH REWF - 1899 7/16" - 1 1/4 riot -I 1118" ROLLER TRACK -1776 GLAZE BEAD -1112 PVC ANTI -UFT - 6005 m O < Z y 6 3: No 58201I., :*i 1, t STATE OFJr...14tit 10 NNA.1.-611‘0 kbitiorrill zz. 411 112 01 5 LUCAS A. TURNER. P.E. FL PEV58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 lendOEab arra! : BOM AND EXTRUSIONS DRAWN 9V: DATE: ADE 10/10/13 CWS -871 12 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SHEET 3OF5 12 V2" MAX. O.C. (TVP,) 5 MAX (TYP.) 6' MAX (TYP.) 17 MAX 0.0. (TYP.) --1 3' (TYR) 1-� 13- (TY' ) BEE NOTE 2 X INSTALLATION ANCHOR (TYP.) 4° MAX (TYP.) 4' MAX (TYP.) 8° MAX Q.C. (TYP.) ; -- 5 MAX O.C. (TYP.) V o °rw. 8 6 X SEE NOTE 2 ANCHOR LAYOUT - (FIN) INSTALLATION ANCHOR (TYP.) NOTES; 1.. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114°. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECFIED IN THESE DRAWINGS, SEE TABLE 1, SHEETS. 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 BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN AC 1D 4 W jTN @NCHgR M1tIUFIACTUARS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED 84 SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEETS. • • • ••" "• •• • • B. ANCHOR EMBEDMENT TO SUBSTRATE SIMPLL BE &o vl Au,DRBsW4p ,R STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL 8E BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GBOUT-FILLEO CMU IAAYOICUUDE BUT DIS NOT REOIJRE 1X WOOD SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE TIO ! OF *KIBUCNIS BEIWEBN VI! PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3° FOR MASONRY, 1° FOR WOOD AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKTGANIOg!/CK FASTSNBRS SHALL BE 5T WERL.Y DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL MEET 111E MINIMUM STRaNGTH R90UI1EMENi8 AS SHOWN Ili TABLE1, SHEET 5, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9 •. SEALING AND ASHING STRATEGIE8I=OR • �• _ W TEI� R • I •ANCE OI•I • • FLION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS' FMA/AAMA 100(FIN WINDOWS), l l4WA ate:►-� FMAW A X WINDOWS),IAA/AAMAANDMA F 303(EXTERIOR DOORS) (•ii.cicr) WINDOW SYSTEMS 1993 SW 44TH AVE. OCAIA, FLORIDA 34474 WWW.CWS.CC PVC HOWL SUDER IMPACT 04.1` s* QW D 0 5 55 ccw ►gnngp AR—op 44°♦ .Aw 7 1.. av / k. • Ne 5$901 1.;731 J.!id fof I*= 1,11‘• STATE OF a q5,114,z 7-- 4/1112015 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941-380-1574 SHEET OESCRFTION: ANCHOR SCHEDULE AND NOTES b AWMSY: ADE Tom►: CWS -871 DATE 10/10/13 SCALE:: 1-20 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• B SHEET 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE( PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHT4D FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 i 1/4" MAX SHIM U4" MAX. SHIM MMI. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MId. EDGE DIST. SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 1 MIN. EDGE DIST. SEE TABLE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT FLANGE BY CALLER FRAME FLANGE FLANGE FLANGE FLANGE FLANGE CONCRE1E (20 K81 MMI) TABLE 1: APPROVED INSTALLATION FASTENERS ANCHOR TYPE 3115' TRW TAPCON 1-1/2" CONCRETE (2115 K81 MTV.) •• • • • •• • • e 3/144C94-1/AW GROUT -FILLED CMU (ASTM CPO) • • •• • 1 •31111° BECOKILWASON OR BL� CO L0 TRACOND • 2X MPI. SOUTHERN PBVE (Gj5 • • • dr ••• •• 1" 1" 1-1/4" 2-1/2" 716' 2X MIN. SOUTHERN PINE (C.41.65) CO WOOD SCREW 7AT' 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MIN) • • • • FLANGE FIN VT ALUM. (0083-T6 MK) OR • • 1/8' STEEL (33 KSI MGL.) • • • •• o 2X MIN SOUTHERN PINE (Ga0.56) • • • • • 810-16 HETI KWIK.FLEXOR fiw TEKJ;SELF-DF AIG STEW 816GRADE 5 SEW-TAI;PIN G / 011-623 8. RE ! • • FULL THREAD THRLI 0.060' 7116" RRL THREAD 1HRU 0.125" 7/18• NBM/OOD SCREW • • • 1-1/2" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. —SUBSTRATE SEE TABLE 1 BY OTHERS GEE TABLE 1 1/4" MAK SHIM MIM EMBEDMENT SEE TABLE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIONTAL8ECTION 111. TYPICAL FIN ANCHORAGE HEAD ANO SILL SPAILAR FOR F1N INSTALLATION 0 B HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND 011. SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 114' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPUED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. ([i WINDOW RITMO 1300 SW 44Th AVE. OCALA, FLORIDA 34474 WW W.CWS.CC PVC SLIDER IMPACT m go 1 O a cc co 6 W X2_ 4/11/2015 LUCAS A. TURNER. P.E. FL PED 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 541-380-1574 SHSET0E60nPrIN: INSTALLATION DETAILS PAWN BY: ADE HATE: 14/10/13 CWS -871 SCALE: 12 REV.: ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • B SHEET 50F5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVLSION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aovleconomv immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through " 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -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 thew 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 Seem a revision og change • in the materials, use, and/or manufacture of the product or process. Misuse of this wit as an ejd4rsement • of any product, for sales, advertising or any other purposes shall automatically ter h. tg'this MA* railure to comply with any section of this NOA shall be cause for termination and removal of NQA. • • • + • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade' Cdtmty, Fro$id•a, and followed by the expiration date may be displayed in advertising literature. If ani porion of ;he 1•1OA 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 nianufaotetreor r its • distributors and shall be available for inspection at the job site at the request of the Building Official. • • This NOA revises and renews NOAH 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. • MIAMI•DADE COUNTY APPROVED NOA No. 16-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE •••• 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ••••• • E. MATERIAL CERTIFICATIONS 1. None. E-1 • • •. • • • • •••• •••• • • • • • • •••• •••• • •• • • • • • ••• •• •••• • • • • • • • . • • • • •• • • • •• • ••• • • • Monne ' e ez, P.E. Product Cont of aminer NOA N i . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h 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. .... • • .... • . . .. . • . • . • • • • . • .... .... • • • • .... .... . .. • • . • . ........ • • . • • . • . . .. • . . ... • • • • Manuel ' .', P.E. Product Contr miner NOA No. -0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU G; SHEETS 2-3 VERT. MULL LENGTH r OPENING WIDTH FOR VERTICAL MULL ( SEE DETAILS A-D.GJt; SHEETS 2.3 1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULL LENGTH SEE DETAILS AA,O,H: SHEETS 23 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL '1 LENOTH r.' SINGLE MULLION `1 SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. SEE DETAILS ATHRUG: SHEETS 2.3 OPE NG HEIGHT FOR HORIZONTAL MULL SEE DETAIL E. SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY POT. )---HORIZ. MULL LENGTH ---I OPENING HEIGHT FOR HOAR. MILL STANDARDS USED: •2014 FLORIDA BUILDING CODE (FSC), 5TH EDITION •ANSUAFBPA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM -2010 • •AISIS100.07/S2-2010 • I. '61F-1 RI! Illk. III • a ,1 FF•��DD • FOR VE71VERT'C ° • •MUL''oLE MU121CNMS�L• GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS TREE -FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MUW ONS ARE CALCULATED TO DEFLECT NO MORE THAN 1/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. VERT. MULL LENGTH INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING TI -15 ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING 13 'RECTANGULAR' ORTTRIANGULAR/TRAPEZOIDAL•. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FTI.FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MUWON CAPACITY (LBS/Fn OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. • • •• ') • • TOM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE •PNC hjpFUSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR • • iCAPACISY IS MET. • 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE 1S HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT) FOR THE 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 • ••• •• • ••• • • • • • • 81DVERITIK TI/,E DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION, • • • • • • COPACIOY MB OBTAINED FOR THE MULLION SYSTEM., THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION • • •• •• • GENERAL NOTES_._...._._._._._._ 1 MULL TO 2X WOOD.._...._._...___' 2 MULL TO 1X 8 MASONRY...___.. 2 INSTALLATION NOTES.__..._......_ 2 MULL TO MASONRY.._._......_._.._. 3 MULL TO STEEL STUD__.._.____ 3 MULL TO MULL._ ..... _...... ....__._.... 3 ANCHOR SPECS...._...._.......-.— 3 ALTERNATATE CLIPS— _._._._.4 BAY MULL INSTALLATION.._.__.....4 1 X 2 X .125 MULL SPECS. -__..__5 1 X 3.128 X.500 MULL SPECS ---.9 1 X 4 X.125 MULL SPECS.__...._..10 1 X 4 X .378 TUBE MULL SPECS_..11 1 X 4 X.375 T MULL SPECS- .._ 11 126 X 3.168 X .255 MULL SPECS. -12 126 X 3.26 X.100 MULL SPECS --13 1.28 X 3.25 X.624 MULL SPECS.....14 126 X 3.94 X.824 MULL SPECS -15 2 X 4 X.26 MULL SPECS— .__._._ 18 2 X 6 X 25 MULL SPECS_.__...Y. 17 128 X 2.11 X .125 MULL SPECS.._ 113 30' X 3.25 BAY MULL SPECS......... 19 45° X 3.25 BAY MULL SPECS..__._ 20 MULLION SCUP DIMENSIONS_.._ 21-23 LOADING EXAMPLES..... ----.25 • • • • • • ODU EMBLY. 9=I.?GH OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. N 2 m 1 r z N O go .PRODUCT REVISED as complying with the Florid BEIRBug Code Aceepmnco No'1 - ed.*. M r rel Dem 11 Tc ?1E/I By Nem : , , Product ,\\\o1 0LYNN1 t•''�\GCNSF.4F1: a:. 'S1 No. 58705 �) / TE F <U: FL P. 58705 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.168 EMBEDMENT FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. .268' MAX FOR ALL MULLIONS DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 18.168 MIN 2,7 KSI '. •' , CONCRETE OR CMU EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR /PER SUBSTRATE, SEE TABLES 1&188 EDGE END DISTANCE SEE TABLES SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ISIS ISIS• • • • • * ISIS 2) TITY OF AND MULLION SIZE CORRONLYECT QUANTITY CAUSE THE AND LOCA ION OF ANCHORS M EOR CAPACITY 15 BASED TLY OF� EF R O T T�BLES OV THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THEOVANDPRI OR INTESIOR (11kIP MN ROUSE% 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHE5T 3. • • • • • • • • • • • • • • • • • 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COWITY, VSE ONLYNMMI-DADECOUNTY A•PROVED • ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATO ,>MIASON ANAHORS. • • • • • • • • •• • • • • •• • • ••• • • • • • 10-160 EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 10.188 EMB MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. • EDGE DISTANCE. SEE SEE TABLES 1&168 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. 0 2 W 2 2 CO U LaL N 11 co z 0 Z Z O 1 O 40 1 1 0 co J 2 v O O 4 PRODUCT REVISED as complying with the PliRt& Building Cade Acceptance No �2I Ex Winn Date !FOWL Br40,L Want r,,.. .. ,# ;,111111Ir/7 totV LYNN � •''1GFNSE �P �' No. 58705 oST7i:\1E0Qf• b� \ ` i ^C 'ISIS 0;. •'� A. LYNNIMILLEF2, P.E. FL P.E.# 58705 •c• • • • 1 ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 1 • •• •• ••• • • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-138 EDGE DISTANCE FOR MASONRY ANCHORS MM 2.71(81 CONCRETE OR CMU FRONT VIEW THE OFFSET CUP IS RECOMMENDED FOR FIN.FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-136 EDGE •_� DISTANCE —T SEE TABLES MIN 23 KSI CONCRETE OR CMU 113-138 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, RtI-EN TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SF ET,(11. g, SIIEE'63. • • ' �•"'" • • 5) FOR MASONRY APPUCATIONSSN MIAMI -DARE CUUyTY�SION•I' &I:DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.SSAGGRE.AMOf•MP ONRYANC140601. • • • • • • • • • .• •• ••• •• • • • •• • ••• • • • • • • • •• ••• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • V� 12W MIN. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW MULLION NOTES: 1) MAY BE INSTALLED IN'TEE° OR°CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 21.23 FOR CORRESPONDING MULLION. #12 STEEL SCREWS. SELF•DRILLING OR PRE.DRILL MULLION AND USE SMS MULLION INTERSECTION U -CLIP FRONT VIEW EXTERIOR SEE SHEETS 21.23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE. SEE TABLES 113.138 SEE SHEETS 21,23 FOR HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 18.138 ® �•1 SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER 7HAN 10 GA AND COMPLIANT WITH 7HE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 16.13E yypp5) CC m J 1 so O CD 2 O PRODUCT REVISED as complying with the Florida Building Code Acceptance No16-e12►$• a3 Evitat .. Iota ..C'!f/l - 2024 \\ LYNN 1.1?/4 11/ .• ��oE.NSF ''•.. e: k= " • No. 58705 EOF ;' i ••• PLOR1Sr." C''' A'ILYNN1M)4LEI4, P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS AS, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. O O 0 O SIDE VIEW DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION O O O 0 SHOWN WITH 1•X4• X .1281 MULLION STANDARD MULLION CLIP MODIFIED TO FR FIELD CONDITIONS. MULLION EXTERIOR 0 EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.148 •• •• • • STANDARD CLIP TO 8E MODIFIED IN -FIELD. • •• • • • • • • • TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.148 2•X61X.125• ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 45• BAY MULL TOP VIEW TYP. ANCHOR /—PER SUBSTRATE, / SEE TABLES 115B OR 16B EXTERIOR 2•X6• ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL •• • • • NOTES FOR INSTALLATION OPTIONS • • • • • • • • • • • 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11° X .125° MULUON. 2) SEE TABLES 18-1313 FOR ANCHOR!]U/t44741IES AND SHEETS 94-23 FOR tiQI.G LOC. TIONS. • • • • • • • • 3) THE 2X5 CLIP IS NOT SUITABLE gCnit THI APP CA (fil tii i • • • • • • • •• • • • • •• • • ••• • • • • • EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR F PSE PEA 144 INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR NOTES FOR INSTALLATION OPTION 0 & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 16B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. N ktb d cc a 1 1 .1213 O mo O `1 0 PRODUCT REVISED es complying with tho Florida BCoda Accopllonca No ' 0218 _0 Expiration Late By Mixm ) ••:` AS`,••�LGENSE • •FR''� ii tit). 511705 FL P. 55705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FABLE 1A Mullion Capacity Table (870410°) TABLE 1 x 2x.126 AIwmToe Opening Width (for leNcally-epwrir9 mullions) or Opening He ght (tor Mllmrtald-spar dna mufflorls) 50 In 60 5, 701n 601n 9013 100In 120In 1401n 160 in R000419ler Ladng Trap/Mang. Loadng Rectangular Waring Trapmlang. Ladag 546elenpl84r Laing 11,p'T4en9- Loadng Rea/awls LadW Trep/111en9• Lowing Rectangular Loadng hap/Mang. Lending Rectrgdr Wang 7701111rg. Loafing Raot•glir Loading 12ep/7deng. Loading Realangtier Loaning Trep/BIen0. Luang Rmtr9 40r 14010 09 7170101ang. L1.2d09 3.1)6` 1 ig 1 ih 1 ih 1 ih 1 ia 1 hh 1 hh 1 hh 1 ha 1 hh i hi: 1 fa 1 fa' 1 1a 1 hh' 1 ii:1 848404 1 1 hh rMug Length A 421n 111,9 408 129.8 332 03.2 408 119.5 325 79.0 408 107.5 321 69.9 408 104.4 319 82.1 406 104.0 319 55.9 408 104.0 319 48.8 406 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 46 N 74.9 312 83.8 268 62.4 312 73.4 252 015 312 67.0 245 48.8 312 83.2 248 41.6 312 81.3 244 37.5 312 61.0 244 31.2 312 81.0 244 26.8 312 61.0 244 23.4 312 61.0 244 50.6251n 63.9 281 70.8 234 53.2 281 61.5 228 46.6 281 55.7 224 39.9 281 621 222 36.6 281 60.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 261 49.3 219 20.0 281 49.3 219 541n 529 247 525 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.6 198 29.2 247 39.4 104 28.3 247 38.4 193 21,9 247 38.1 103 19.8 247 38.1 193 16.4 247 35.1 193 60 in 38.4 200 41.2 170 32.0 200 35.4 166 27.4 280 31.6 163 24.0 200 28.0 160 21.3 204 27.1 169 192 201) 20.9 157 18.0 203 25.0 108 6313 33.1 181 35.3 155 27.8 151 30.3 152 23.7 161 26.9 149 20.7 181 24.6 148 18.4 181 22.8 144 168 181 21.7 143 681n 28.8 169 30.8 142 24.0 166 28.1 139 20.8 165 23.1 138 18.0 165 21.0 134 72In 222 139 23.3 120 18.5 139 19.6 118 15.9 139 17.6 118 78 k 18.9 125 19.7 109 15.7 128 18.6 107 7613 17,5 118 18.2 104 ____ .__ _.-_--..- . ---„-.--...- ...- TABLE 19 Anchor Capacity Table (Ms) Anchor Clip Patterns 00b314la 2.704 Orman 3.514 Conn. Hollow CMU F8,d C580 PT Wood Metal Anchor Type 3/18' Eke UUmeon 1/4' Deo USreean 6/18' £bo114' UOenon 3118' Eke Macon 1/4- Etas Ultra= 88 Elea Agpie0atar 8/18' Elco 1)0436 1 114' 88 Eke Ag9re0a0r 910 Steel Screw (Q5) 81281ee1 Elmer (05) 0128ted 80000 (03) Edge Dletmme Mk 1' 2417 1' 2.172" 3.1/8' 1' 2-1)2' 1' 2-1/2" 2 3.1)6` 7 0.40' 034' 0.324' Embedment (hp 1.3/4' 1.3/4' 1.3/4' 1.374' 7 1.1/4' 1.1/4' 1.174' 1-1/4' 1-1/4' 1.1/4" Y 13/8' 1.3/8' Mee 2 Anoham 0 4.75' 1050O.C. /Standard or O58d 0119 (Fla. 1): 39088 390103 450 403 890103 184409 270 Ms 280 Me 354 ma 740 00 37410e 684103 848404 341103 442 Ms 860100 4 NWT= 01.15' Min. O.C. / Manage (9/01800 029 (FIg. 2): 460 0a 700 )53 WA WA WA WA 380183 WA WA WA WA WA 882 0s 665103 1120 00 4 Anchors 0 3' MIn O.C. / (2)245 Angio Caps / (F10 30 780 Rs 780 Ma 880 Ore 1580 0s 189610a 540163 810103 WA 760 Me 748 ms 88011• 1892163 08216s 885104 1120103 2 Anchors 0 0.45' Min, O.C. /1.14219. Into Mum. (Fig. 40 WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 716 Os .125' 1 Annhor / FC60 (FIO. 50 15503 195 8 8 22500 445 Ms 922163 139 )53 140 Ms 177 Ms 370 03 18710 332 (03 47303 17015, 2211.09 2808/3 2 Amhara 01,15' Mk. 0.0.1 9-819 Ti. 8): 240103 3508q WA N/A WA WA 190 Ms WA WA WA WA WA 34105 442 Its 5600s NOTE: FOR THE OFFSET CLIP, USE THE SAME FIGURE 1: • • FIGURE 3: • • FIGURE 4: 1:11 • • ANGLE CLIP MUST B• USED W SAIRO. • • • • • FIGURE 5: • • t14CRE 0: • • FIGURE 2: • • • • • ••4•• • • •• • • • •• • • • • • • ENT FORMULA: ANCHOR CAP. ""°°`"") (DP®)X{ =ANCHORCAP.„, MULLION CAP.,,e,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • FICATIONS. • • • • • • 4) SUBSTRATES: CONCRETE BLOC UNIT (CMU) SHALL CONFORM TO CI 301 SHAL CONFORM TOASTM C-90. WOOD HOLLOW WOOD SHALL • • • • U PRESSURE -TREATED • • • • • YELLOW SOUTHERN PINE WITH AN SG 05 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & 512 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • •• • • • • • •• • • • • ••• • • • ••• • • • • • • • • • • •• • • • • 1- 1.000' r- 2.0 .125' 1" X Y X .126' MULLION N k1D CO N X N X CC e2 1 1 0 (n O PRODUCT REVISED as complying with ore Rtai& Building Codo Acceptance No inn( Dots hemi h=,a Prated •" , .•.CENSE r No. 58705 _ -off" tb Ur Of ... FLORe:**' nn .. r A. LYNN oyilli.wR;F.E. FL P.E.# 58705 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • •• • TABLE 2A Mullion Capacity Table (Ma7ft2) 1 x 2 Alum.lone Substrate: Opening Width (for vettcagysparring mldlo09) or Opening He ght(for horlzon(a0y4paming 0U(lon9) 3.58 Cato. 501n 601n 701n 801n 00 In 100 in 120 in 140 in 180 In x .375 Rectangular LoXXIng TrepTdarg. L004140 ReotangJer Loading nap/Nang. Loading Roolmmu4ar Loading 7mprdmg. Loadtg Rectangular Loading TrapRdag. Loading Rectangular Loadlnl TrapTrierg. Lona § Rectangular Loading Petrofina. Loading 090)0qutet Loading TrepTang. Loading Rectangular Laed5g Treprrdar• Long Reotenguter Leering TraplTdarg Loading 2" h1 0.54• 0.324" 1 1 1314' a 143/4" 2" 1 h1 1.114' 1.114" 1 h1 2" h1 148' h 2 Anahas ® 4.75" Min. O.C. I Mandan] or 01aet Clip (Fl9.18 590105 1 h 888 •s h 2701Ds 280 lin 1 740 )53 1 1 1 34155 1 la • 42 In 170.0 820 170.0 435 161.3 062 170.0 478 129.7 682 170.0 006 113.5 082 169.5 518 100.9 882 180.9 517 90.8 882 1669 817 76.7 862 1859 617 84.9 882 1088 517 58.7 683 188.9 617 48 in 121.6 607 1380 419 101.4 507 1192 410 88.8 507 108.7 403 780 507 1028 399 67.0 807 99.5 397 00.8 507 99.0 388 80.7 607 69.0 388 434 507 99.0 308 38.0 607 99.0 328 50.62619 103.7 458 114.8 379 664 458 99.9 371 74.1 468 906 364 84.8 450 84.6 380 57.8 450 81.3 357 81.8 4E8 80.0 356 432 458 80.0 388 37.0 458 88.0 388 324 468 880 358 541n 85.4 400 93.3 336 71.2 400 80.9 328 81.0 400 72.7 322 53.4 400 67.3 318 47.5 400 84.0 318 427 400 82.3 314 95.6 400 81.8 313 30.6 400 61.8 313 287 400 91.8 313 801n 132.3 324 08.9 278 51.8 324 57.5 270 446 324 51.2 284 388 324 489 260 34.0 324 43.9 257 31.1 834 420 255 20.0 324 40.6 253 222 324 486 263 19.6 324 40.6 263 63In 538 294 57.4 262 429 294 49.2 248 38.4 294 438 241 338 284 39.8 727 28.9 204 37.1 234 78.9 294 35.2 232 22.4 294 33.6 230 122 294 33.4 230 18.8 294 33.4 230 0851 485 260 49.8 230 39.0 2668 42.4 273 334 268 37.5 221 28.2 208 34.1 218 28.0 Zee 31.0 215 23.4 286 29.8 212 19.5 288 280 210 10.7 288 27.7 209 14.8 288 27.7 209 T2 In 380 228 37.9 190 30.0 225 322 191 26.7 223 28.4 188 225 225 288 165 20.0 225 23.6 182 18.0 725 22.1 180 18.0 225 20.3 177 12.9 226 19.8 178 11.3 226 19.8 170 781n 30.8 202 32.5 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.6 107 17.0 202 19.7 165 183 202 184 161 12.8 202 18.7 1130 10.9 202 16.9 158 9.0 202 15.8 158 7819 28.3 192 28.8 188 23.8 192 28.1 188 202 192 72.0 162 17.7 192 19.7 169 181 192 18.1 157 14.2 182 18.8 155 11.6 192 15.2 152 10.1 102 14.4 160 8.0 182 14.2 165 90In 145 144 19.0 128 184 144 181 125 98 In 152 127 188 113 TABLE 213 Anchor Capacity Table ((ba) Anchor Cllp Patterns Substrate: 2.78 Concrete 3.58 Cato. Hollow Q,1U Paled CMU PT Wood Metal mac ' 3116•Eloe lMlrxan 1M Soo Niteocn N18" Elco UOmoon Elan UNeaon 114'Eloo l0lreaon U4" SS Mao Aug1Omor 5'113' Eke 311aoon w" 88 Elm AggteGalor 045 Steel Beta/ (05) 112 Steel Som1 (05) 112 Steel Saw (05) Edge Qstwtoe Mk 1" 2.1/2' 1' 2.1/7 3-18" 1' 2.17 1' 2-117 7 3•UB' 2" 0.48" 0.54• 0.324" Embedment gni: 1314• 1314' 1314" 143/4" 2" 1.114' 1-114" 1.114' 1.114" 1.114" 1.114• 2" 1418" 148' lades 2 Anahas ® 4.75" Min. O.C. I Mandan] or 01aet Clip (Fl9.18 590105 WO Its 450 Ms 888 •s 1844 i s 2701Ds 280 lin 3541be 740 )53 374 Ws 884 ms 946153 34155 4421bs 060 Ms 4 Anchor ®1.16" Mb. O.C. / Standard (or Offset) Cap (Fig. 2): 480109 700159 N/A WA WA WA 380 las WA WA WA WA NIA 092 gm 885 )1,3 1120 )09 4 Anchors (33" Min. 0.C. / (2) 295 Anglo Q1ps / UFlg. 38. 780 )85 760109 68015s 1580 ba 1885 ms 540 On 560 153 WA 780 ms 748158 580 Ms 1892103 582109 8851h9 1120 to 2 Anchors 024V Min. 0.G /1-121p, Into .125* Alum. (Fg. 47. WA NIA WA WA WA WA WA WA WA NIA WA WA N/A N/A 715 Os 1 Anchor / 74241 (F12 5): 195101 155 100 226 m5 44583 822Its 135 )1,5 140 Ms 177108 370103 187 )50 332 ms 47315s 170103 221 85 2801 s 2 Andras 891.15" Mm. 0.CJ F421p (FIg. 68 240 dos 360 be WA WA WA WA 180 0t5 WA WA WA WA WA 341 lbs 442155 080 Ns NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STAND/+RD CLP. FIGURE 1: • • FIGURE 3: • • • • FIGURE 4: • • ANGLE CLIP MUS# FIGURE 5: FIGURE 2: 1 • • • • • r0. •• ••• FIGURE 6: • • •• TMENT FORMULA: ANCHOR CAP.,®,,,, (DR ) X { ) =ANCHOR CAP.,. MULLION CAP.,�,,,,e USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •• FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • • • • LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • =HE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 412 S.S. • • • • • • • • • • • • • •• •• • • F 2.000' i 1.000' r - 1' X 2' X .375" MULUON z 0 7 2 z_ 7 J Q CC U a 2 N co tm LU X N X CL 8 O2 1 N 0 J J 7 03 O g 1 N 0 .EpEcn O PRODUCT RBOISED as complying with the P100 6 Building Code Acceptance No 1 Expinnion Date Miami r • Product ,„\vvL(r(LYNN r1JJ� Pte`, .•'CEN".? T1 ' No. 58705 1 a. AQP• ST ti6 ro F ''/J; /C)NAL 1 `� A. LYNN MIIt1tET3, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A Mullion C pecdy Teich) (Ibefie) Opening Width (for uenicelly-spennIng motion) or Opening Height (for hodzonlely-sparring mLIDOns) 00 in 701n 501n 001n 1001n 120In 14013 18054 Rectangular hep Tdeng. Racterg°, Loading Loafing Loadno .p/Tdang. Rectangular hep/niang, Rectangular TrapTdang. Rectangular 7)oNiden . loadng� T Loading Iron o1 ar Loading Leading Loading Laming Loafing Loafing haterden9. Rectangular Trap/Meng. Leadug Loafing Loafing Rectangular Rap/Slang. Lowing Loafing 70.0 170.0 141.1 121.9 108.0 81.6 60.4 642 41.9 34.4 l081n 24 nag 170.0 170.0 170.0 161.5 130.0 112.4 85.8 72.5 87.0 43.1 38.4 170.0 170.0 1111111 ifl 11 170.0 170.0 130.3 111.6 68.1 73.0 81.7 68.8 38.4 29.9 227 24.7 205 20.2 227 20.8 40.8 46.9 29.9 24.8 170.0 884 164.7 730 116.0 689 08.9 647 85.0 501 64.3 428 54.1 385 49.5 388 31.8 280 28.0 248 201 17.3 227 18.0 108 111 In 22.3 215 22.7 194 18.8 218 19.1 191 15.8 215 16.8 188 1201n 17.6 184 17.9 187 TABLE 3B 170.0 170.0 170.0 152.5 100.2 90.1 77.1 57.9 40.8 44.7 28.3 23.1 18.0 e I 1hhi I fl it a I� 1i1 170.0 1118 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 621 127.5 1301 170.0 521 111.6 1301 170.0 521 151.8 1139 170.0 677 138.8 1139 170.0 880 113.9 1139 170.0 680 97.8 1139 172.5 600 654 1139 170.0 880 756 709 674 621 474 399 355 130.5 107.5 78.4 87.7 58.9 45.4 38.6 35.7 23.2 19.1 170.0 145.0 99.5 83.9 71.9 53.3 44.8 40.9 25.7 20.9 747 714 563 531 488 413 373 355 271 240 117.4 08.6 70.6 80.6 63.0 40.8 34.7 32.1 20.9 17.2 170.0 141.1 95.1 79.8 87.8 50.0 41,6 38.1 23.7 19.3 1111111111 Anchor Capacity Table (Ibe) Anchor Clip Patterns Substrata 2.7k Concrete 3.5k Cone. Hollow 124U Feed CAWU PT Wood Anchor Type: 3/18' Eke UOmoon 114• Eko Ultracal) &18' Moo Ullman 3418' Elmo Ultraeo3 1/4' Eko UNaocn 1/0 08 Eke Ag000031r 8(18' Elea Walton 1/4' 88 Eko Apple0atw 810 Steel Screw (05) 512 sten Screw (GO) 812 Sleet 8=6 635) Edge Distance Ont 1' 2-1/! 1' Embedma0 (ink 2 Anchors ® 4.75' MM. 0.C. 4 Standard or Meet alp mg.18 1.3/4' 1.3/4' 14/4' 2-1/2 1314• 3.1/4' 1' 2-1/2' 1' 2-12' 2' 3.1/8' 7 0.48' 2' 1-1/4' 1.1/4' 1.1M" 1-1/4' 1.1/4• 1.1/4' 390153 390 8• 450156 1544 bs 270 b0 280108 354lbs 740 bs 314166 4 Anohaa ®1.19' Mln. O.C. / Stands -4 (or Offset) COP (170.2). 4 Anchors ®3' Min. 0.0. /(2)215 Angle Caps / (Ftp. 38. 2 Anchors ® 0.45' MN. O.C. / 1PO1p, Into.125' Agan. (40.48 1 Anchor/ FC09 (F6. 5k 480(66 7001bs 538 780153 7800» 880 26 WA WA WA _JUL_ r l� N/A WA 380153 WA WA 1898 bs 540 Ore 580156 WA 760116 WA 748160 804 ills WA 2' 840 ba 880153 WA 1892 Ms 14/8' 34109 60210 082 bs 0.64' 1418' 442 00 885 ba 805153 0.324' morias 51306s 1120 90 1120 Ras WA WA WA WA WA WA 19500 195159 225 810 445 an 822 ba 135 ba 140153 177 Ms 370fbs 167 lbs N/A 332(54 2 Anchors ®1.15' Mk. 0.0.0 FOIA (Fig. 0): 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. 24004 330 (54 NIA WA WA WA 190 (bs NIA WA WA WA WA 473 ks WA WA 170bs 34100 WA 221153 71509 200 bs 442156 58080 FIGURE 1: • • SAM FIGURE 4: • • • • FIGURE 2: • • • • re • 1 • • • • •• • • • • • • • • • • •••• •• • a ANCHOR CAPACITY ADJUSTMENT FORMULA: ,,,,,,,, (DP,W) X ANCHOR CAP. { ) ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC) 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • 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 8083-T5 AND BE A MINIMUM OF .125* • • • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • •• • • LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANGLE CLIP MUST BE USED IN PAIRS. • hIGURE4:• • • • • • FIGURE 5: • • •• • • •• • • • •• ••• • • • --I 1.000' r 1'X2.75 X .375' MULLION to z 0 J 2 W m 2 7 z N 13 70 ce 1 L 1 W 2 0 2 ci 04 d� C G �P 1 co O g.d' PRODUCT REVISED as complying with WO FIteida Building Code tb� Accep1®ce No • cd..2 Expiration Date ! F_r.i/!2l. By' ProductCtmlr6I ��''•.FtOR10A.•• C`ss‘ C 'AC 14111A biER;12.E. FL 58705 • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• TABLE 4A Mullion C pack Table (Iba&R') 1 x .860 Opening Width (tor vertically -sparring melons) orOponing Height (for hodwmltally-spemlrp millions) 5019 801n 70In 60 In 40111 100 In 1201n 140)9 1801n 2,78 x Roclengulm 10epTAmg. ( 348 Recten9War 0.04(099 TmpTdan9. Loa(099 Reolengukr 0.84(0118 7eptIhro • Loadrg Rectanguim Lowing 10507744118. 0.04(098 Rmlmgulm l.oarmg TrapTd•l . Loe(0r4 R401ag4er 0.80449 7norideg. Loafing Rectangular 0.841899 TreplNen9, 0.04(098 R000898da 0.84(099 Tmp/Tdeng. 0.84(098 Re0tengul01 Lo4&19 108717darg. LOOdrg Alum. 42 N 170.0 820 170.0 435 170.0 744 170.0 478 170.0 688 170.0 808 170.0 992 170.0 618 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 821 158.7 1820 170.0 521 138.8 1820 170.0 521 {, 1) j 1 48 M 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 830 170.0 1133 170.0 601 170.0 1275 170.0 077 170.0 1417 170.0 680 141.7 1417 170.0 880 121.5 1417 170.0 680 106.3 1417 170.0 SO 50.82519 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1196 170.0 723 1028 1288 170.0 747 148.3 1288 170.0 768 121.9 1286 170.0 758 104.8 1288 170.0 758 91.4 1288 170.0 758 540 170.0 707 170.0 812 170.0 858 170.0 891 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 037 120.8 1130 170.0 888 100.5 1130 170.0 881 88.1 1130 170.0 881 75.3 1130 170.0 881 801n 170.0 885 170.0 701 148.5 915 182.3 781 126.6 915 144.5 748 109.9 015 132.3 735 07.0 915 123.9 728 87.0 015 118.5 720 73.2 816 114.4 716 32.0 915 114.4 715 54.9 015 114.4 718 83In 151.8 830 161.9 710 128.5 830 138.9 894 108.5 830 1232 881 94.0 830 112.2 870 84.4 830 104.8 862 78.8 830 99.4 858 839 830 84.5 849 54.2 830 04.1 848 47.4 830 04.1 849 880 1321 787 145.0 850 110.0 757 119.8 838 94.3 105.9 624 82.5 787 98.1 814 73.4 757 89.1 808 88.0 757 842 800 55.0 757 79.0 683 472 767 78.2 551 41.3 757 782 551 72In 101.7 838 106.8 552 84.8 838 910. 640 80.1 530 83.6 638 722 821 60.5 838 88.5 514 60.9 838 623 508 424 838 572 500 38.3 838 56.3 497. 31.8 838 55.2 497 7819 08.5 571 80.4 498 721 571 78.8 488 571 87.4 478 54.1 571 80.8 471 48.0 671 55.5 484 43.2 571 61.8 458 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 781n 80.0 542 83.4 474 088.7 542 70.8 485 57.1 542 82.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 642 47.5 437 339 542 420 429 280 542 40,8 425 25.0 543 40.1 423 9081 82.1 407 53.7 381 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 255 407 32.1 338 28.0 407 25.8 334 21.7 407 28.1 327 18.0 407 24.1 322 189 407 23.0 319 96 In 429 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 25.8 304 23.0 358 20.1 300 21.5 358 24.0 298 17.9 358 24.0 289 15.3 358 192 284 I 108In 30.1 283 30.8 255 25.1 283 25,9 251 21.5 203 225 247 18.8 263 19.0 244 18.7 283 18.0 240 15.1 283 18.5 237 111 In 27.8 287 28.3 242 23.1 287 23.8 238 19.8 287 20.8 235 17.3 287 153 231 16.4 287 10.6 228 120In 220 229 22.3 209 18.3 225 18.8 205 15.7 225 182 202 TABLE 4B Anchor Capacity Table {Ib6) Anchor Clip Patterns 8ubsimt8: 2.7k Concrete 3.05 Cone. Holm OrIU FBied *AU 1 Anchor Type: 3/16' Elco Nbeoo4 114' Elm U0re5ar 5'18' Eko IAiree88 2110• Ebo Uitr8con 1/4' Elam 5I0ae8 114.88 Eko Apgm0al0r 5118' Elco Macon 1/4'88 Eke Ag9re0al0r PT Wood 010 5001 864510 (56) 012 Meg Screw (05) 012 Med Scree (05) Edge Distance or Embedment (mk 1' 2.1/7 1' 2.112' 35/8• 1• 34(2' 11 2-1/7 2' 31/5' 2McRae 6) 4.75' Min. 0.0. / 810Mmd or 00501010 (814.1r 4 Aneha0 (01 1.15' Ohs 0.0. / 8(8116010 Or 08541) Cap (F19.22 4 Anelnre ®3' Min. O.C. / 121245 Angle Olps / (Fig. 3k 1474' 1.374' 1.3/4' 14/4' 2• 1-114' 1.1/4' 1-v4• 1.114' 1.1/4' 390Ito 390 M0 4501111 890 tbs 1044 Ms 2701144 280 Ws 354 00 740lbs 480)0 700 90 N/A WA WA 141A 3801115 WA 78000 780185 880 obs 1580Ma 1898 Ws 540 lbs 580 lbs WA NIA 780.5 2 Anchors ® 0.45' eon. 0.0./11.089,11)0.125' Alum. 17)4.42 1 Anchor/ 74/01010 50 WA WA WA WA WA WA WA WA 15515 195 ms 225164 44500 e72155 135.5 140 )55 177155 WA 370109 374 )55 WA 748118 WA 187164 1.1/4• 8841bs WA 88011 N/A 33250 2' 2' 048185 NIA 1802 Ns WA 473 ms 0.48' i-318' 341108 882114 1132 )15 NIA 0.611 1.918° 44 lbs `1lJ 17090 221018 0.324' voles 080110 1120100 113200 71580 280 ®s 2 Anoko), 051.15• Mol. O.CI FCnfp )Fig. 87 2401113 350 M0 WA WA WA WA 100 205 WA WA WA WA WA 34100 442165 580 g0 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 FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • • • FIGURE 2: • fl' • •. J • • • • 0 • •• 00 • • • • ••4• •• ANGLE CLIP MUST BE USED IN PAIRS. : •;TIGUREA:•• • • • • •• • • • ••� • •a • • • • FIGURE 5: • • • ENT FORMULA: (DP,,)X / ANCHOR CAP"'"'"") =ANCHOR CAP.,,, l MULLIONm.J USE TI -115 FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELEC I tU 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-15 AND BE A MINIMUM OF .125" • !HICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • EAST .126" THICK AND A36. AU.ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • �'HE MATERIAL #10 8. #12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S. • •• ••• • • • •• • 1' X 2.75' X .850' MULLION 5) 0) 0 m 2 z 2 a 2 to yE Gf7 r0. m A -5 8 49 1 t r b J 7 r 11,7 0 O 1 4 3 t PRODUCT REVISED as complying with 148 Florida Building Code 14 _tits '. Acceptance No Raplralton Dale _ J2C72I .G� U ' ..4 '.- ' '-j17:1'1-' :04! ``;(41/x! '�,i ' LICENSE•''.F'F1 i No. Sfl%OS O % LU STAT � OF : •�V . 'cs14IONA . ¶ \ ' A. LYNN MILLER, P.E. FL P.E.# 58705 M • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • I ADLC OA Mullion Capeolty Tabic (Ibelita} 1" x .600" Tube Su0elala Opening Width (for vedice)y-sparing millions) or Opening He ght (tor hodzortely-spernlrg millions) HO6ow CMU 501n 801n 708 801n BO In 10015, 1201n 14016 18001 Tlotrdmeg 3.126" x Alum MdS Rectangular 1951d011 Tmp(TNmp. Lowing Rectangular Loadog Traplhlag. Lowing ReclmlgW6 Loading TraNT4m•, Loadng ReCAelstder Leming 7/4pTd090. Leading RectonoWer Loading 71op57d10g. Loadn9 Reuolgl1ar Loafing 7,41150.111119 Loring 114440 9054 Louie T1913r55019. Laming R00109150 lousing T511pM41en9. Loafing Rec11919910 Loading Loafing II �, ii 11 li II ii 11 ii 11 li 11 la ii 11 li II ii 11 li 11 ii 11 �' il 11 li II �' f 740108 374 69 I I i 442 Its 890106 4 Annus (91.15'MIn0.0/818W616(Or proe1)C9p(Rg 2) 48068 n I, j a 25 421n 170.0 820 170,0 435 170,0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170,0 621 170.0 1735 170.0 521 164.4 1802 170.0 621 461n 170.0 708 170.0 524 170.0 060 170.0 584 170.0 982 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 880 157.7 1577 170.0 860 135.1 1577 170.0 680 118.2 1577 170.0 880 50.625In 170.0 747 170.0 583 170.0 808 170.0 831 170.0 1048 170.0 684 1709 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 706 141.7 1495 170.0 768 121.5 1495 170.0 758 108,3 1495 170.0 758 54In 170.0 797 170.0 812 170.0 958 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 188.1 1401 170.0 837 149.5 1401 170.0 858 124.0 1401 170.0 881 108.6 1401 170.0 881 93.4 1401 170.0 861 (1019 170.0 685 170.0 701 170.0 1083 170.0 707 158.6 1169 170.0 878 138.7 1158 187.0 028 123.3 1158 158.5 917 111.0 1158 149.7 910 02.5 1158 144.5 903 70.3 1168 144.6 003 BBA 1158 144.6 803 83In 170.0 930 170.0 745 158.0 1049 170.0 850 137.0 1049 155.5 860 110.8 1040 141.7 048 108.5 1049 132.0 638 65.9 1049 125.5 628 70.0 1049 119.3 020 88.6 1049 118.8 819 699 1049 116.9 819 881n 188.8 955 970.0 789 1389 065 151.3 004 110.1 065 133.7 785 104.2 055 121.4 778 920 955 112.8 765 83.4 055 108.4 767 89,5 055 98.8 740 69.8 066 98.7 748 52.1 055 08.7 748 72In 128.5 003 134.0 897 1079 803 114.0 882 91.8 603 101.1 670 80.3 803 012 859 71.4 003 83.9 849 44.2 003 78.8 842 53.5 803 72.2 832 45.9 803 608 828 40.1 803 89.7 827 re In 1092 721 114.1 020 91.0 721 97.0 818 78.0 721 85.1 605 88.3 721 78.5 695 80.7 721 70.1 588 54.8 721 05.4 670 455 721 59.4 569 39.0 721 556 664 34.1 721 08.1 583 78 N 101.0 084 105.4 699 54.2 684 80.4 587 722 854 78.4 576 03.1 884 70.4 687 50.1 884 84.4 558 60.5 884 59.9 551 42.1 664 64.1 841 38.1 884 51.3 538 31.8 084 50.8 834 0016 85.8 514 87.9 458 54.8 514 57,3 448 47.0 814 50.0 440 41.1 614 44.8 433 38.6 514 40.5 427 328 614 37.3 421 27.4 614 33.0 412 239 614 30.4 408 209 614 29.0 403 9816 542 452 55.7 404 45.2 452 47.0 398 36.7 452 40.0 300 33.8 452 38.4 384 30.1 452 320 378 27.1 452 30,3 373 226 452 26.0 385 10.4 452 24.2 358 10.0 452 22.8 356 108In 38.1 357 389 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 29.2 308 21.1 357 22.7 303 10.0 357 20.8 209 15.9 357 18.0 203 13.0 357 182 287 11.0 387 15.0 283 111 In 35.1 338 358 308 29.2 338 30.1 301 25.0 338 28.1 298 21.0 338 23.1 292 10.6 338 20.8 288 17.6 338 10.0 284 14.8 338 10.6 278 125 338 14.8 273 11.0 338 13.8 269 1201n 27.7 289 28.2 283 23.1 289 23.7 269 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 18.3 249 13.0 289 14.9 248 11.8 280 12.9 240 0.9 280 11.4 238 83 280 10.4 232 1 ADLt OD Anchor Capacity Table gm) Anchor ClipPottema Su0elala 2.7810m/de 3.80 Coo. HO6ow CMU FltledC61U PTWoo5 Med Mxhar7yPa Sr1GEcoUaheon V4'EkoUOrecon 5%6'ELO UnseenSH6'Ec0U6ram tfd'Duo 114'80 Deo 142;6380r 6116. Woo UOacen V4' 05 Eco Ag7e0061 8108118 Sues (G5)8ehs0353 812 Steel 612 SOX( Screw(05) 068881188982n) 1' 2.17 1' 24/2 3498' 1' 21/2 1' 2412' 2" 3.118' 2' 0.46' 864' 0.324' Enteona53in) 14'4' 1.54" 1.3(4• 134' 2' 1-174' 1-1/4' 1.114' 1114' 1-V4' 14/4' 2 142 1458' 04105 2 Anchors 48 478' Min O.C. / Martian or Met Cop 579 1) 590 ha 300100 450 66 890 Re 1644100 27068 28066 354 60 740108 374 69 681110 04800 34160 442 Its 890106 4 Annus (91.15'MIn0.0/818W616(Or proe1)C9p(Rg 2) 48068 70011. WA NIA NIA NIA 385106 WA WA WA WA WA 68260 888106 112066 4 Archon 463' 110.0.0.1 (2)245Angle Mpg /(8933 780 Re 79000 95060 656065 1896 t00 58060 583 las NIA 78018e 74860 880166 189266 68266 085 Re 1120 los 3Amhors 4JOA* 696.O.C. /UC6p, Into .125° Alan. (F124) WA WA NIA WA WA NIA WA WA WA N/A WA WA N/A WA 107368 1 AMt0r/ FC6p 995 5) 10664 18006 225 60 44605 622 0e 13505 14006 177 60 370 Ws 187100 332 Ito 473106 17066 221 as 28056 2 Andros®1.15' hen O.CJFC6p fie 61 24383 3:0166 NIA WA NIA NIA 10066 N/A WA N/A WA WA 34106 44200 03000 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDnRD CLIP. FIGURE 1: • FIGURE 3: •1 • • FIGURE 4: • • • • • FIGURE • • • 1 • • • • • • •• • • •• • • • •• • • • • • • • •••• •• • 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: 63F, )X/ANCHORCAP.,,"„a,t\=ANCHORCAP.,,, MULLION CAP.,,„„„„, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6003-T5 AND BE A MINIMUM OF .126' • • THICK. STEEL. STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • THE MATERIAL. 910 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-0 S.S. OR 410 S.S. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • • • t'IGURE6! • • • • • o'• •0 • • • • • •••• • • • • • '1 3,125' 1-1.000'-•1 1' X 3. 26' X .5' MULLION (1' VF MULLION) Z 0 J W 032 Z 2 co CA 0 a 2 N m ) rn O C (0 1 2 co0 O a� PRODUCT REVISED as complying with the Fhxlda Building Coda Acceptance No 514,,,2)8•C3 ration Date5631P/• 0,02.1 /'' By MI. Dade Pro&nct °.... . \\lLlillll// " 0' L.1fNN ,yrs F,,,, l''./:4;4175;fitsli.°0" S(A(E F>LA P.E. FL P.E.N 58705 4100 • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• TABLE 6A Mullion Capacity Table (MOO 1 242.126 Alum. Table 0141 Opening Width (for ver8e8lly-span ing mutons) or Opening He BM (for horizontally -sparring mullions) Substrata 501n 601n 701n 80In - CI In 1001n 120 M 1401n 1601n W Epp (VWUtOecoa 3118 Ebo Ulamon Rectangular Loading Trepthieng. Loodng Rectangular Lading Trap/Meng. Ladng Reolengl01 Lowing Trap/752g. Loading Rectangular Ladng Trap/Mang. Londng Rectangular - Loading TrepR88ng• Lowing Rectangular Loadng Tep/rden& Loading Rectangular Ladn9 112/1deng• Loafing Rectangular Locoing 110717 ang. Loadn9 Rectengltsr tadrg Treptrdarg. Ladn0 3.1/9' Tubs 91 11 I In 1 a ii 1 11 la ii 1 ii la ii 1 ii la ii 1 11 la ii 1 n1111 la 1 la li 1 ii la li l 11 la ii 1 II la ii 1 11 la ii 1 11 la i1f 1 la 1 la 1 la 1 Iinn1 la 1 la L g a76M 42 N 170.0 820 170.0 438 170.0 744 170.0 478 170.0 888 170.0 600 170.0 992 170.0 619 170.0 1118 170.0 821 170.0 1240 170.0 521 t70.0 1488 170.0 5221 145.8 1489 170.0 521 127.6 1480 170.0 621 40 N 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1278 170.0 877 168.3 1303 170.0 880 130.3 1303 170.0 880 111.7 1303 170.0 860 97.7 1303 170.0 880 2.8281n 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1018 170.0 804 170.0 1195 170.0 723 158.1 1235 170.0 747 140.5 1235 170.0 768 117.1 1235 170.0 768 100.4 1235 170.0 780 87.8 1225 170.0 758 134/0 170.0 797 170.0 812 170.0 868 170.0 881 170.0 1118 170.0 754 154.4 1168 170.0 603 137.2 1158 170.0 837 123.5 1168 170.0 868 102.9 1168 170.0 081 882 1168 170.0 681 77.2 1158 170.0 081 801n 170.0 885 170.0 701 168.7 1042 170.0 707 142.6 1012 181.1 832 125.1 1042 148.7 515 1112 0042 138.8 801 100.0 1042 130.2 791 03.4 1042 125.1 782 71.6 1042 125.1 782 132.5 1042 125.1 782 831n 170.0 030 170.0 745 151.2 982 103.8 819 128.8 992 144.4 799 113.4 992 131.0 782 100.8 092 121.4 788 90.7 992 114.6 758 75.8 892 108.4 745 84.8 992 108.0 744 50.7 982 108.0 744 881n 185.4 847 170.0 789 137.8 947 146.0 788 115.1 947 130.3 768 103.4 947 117.7 782 91.0 047 108.7 738 62.7 947 10.2 727 138.9 947 05.1 713 599.1 947 94.0 711 61.7 947 94.0 711 721n 1349 849 142.7 737 1132 849 121.8 722 97.0 849 106.9 708 04.0 849 89.4 898 78.5 849 88.7 888 87.9 849 82.7 875 58.8 849 76.3 859 48.8 849 72.8 852 42.5 049 72.4 656 115.5 782 120.7 885 98.3 782 1028 952 82.5 782 80.0 840 72.2 782 80.9 829 642 762 742 820 97.8 782 892 813 48.1 762 62.8 602 41.3 762 59.9 897 341 782 80.4 595 78 M 100.9 724 111.4 634 89.0 724 94.8 821 78.3 724 829 609 80.6 724 74.4 699 59.4 724 88.1 591 63.4 724 83.4 503 44.6 724 67.3 573 382 724 04.3 807 33.4 724 63.6 885 001n 99.8 543 71.9 483 88.0 543 80.7 474 40.7 543 529 488 43.8 543 47.1 488 340 643 42.6 452 34.8 643 39.5 448 20.0 543 34.9 438 24.8 543 321 430 21.7 643 30.7 426 561n 57.3 478 58.9 427 47.0 478 49.7 410 40.9 478 43.2 412 35.8 470 38.5 408 31.8 476 34.8 400 28.7 478 32.0 396 23.9 478 28.1 388 20.5 478 25.6 380 17.9 475 242 378 108 in 40.3 377 41.1 341 33.5 377 34.8 335 248 377 30.0 330 242 377 28.0 325 22.4 377 24.0 321 20.1 377 220 317 148 377 19.0 310 14.4 377 17.1 304 111 M 37.1 357 37.8 323 30.9 357 31.8 318 28.9 357 27.8 313 232 357 24.4 309 20.8 357 22.0 305 18.5 357 20.1 301 16.4 357 17.4 284 1201n 29.3 300 29.8 279 24.5 308 25.1 274 21.0 308 21.7 270 18.3 306 49.2 287 18.3 308 17.3 283 1441n 17.0 212 172 108 •-•-••--"_".w... TABLE 68 AnchorCepaoyt Table 0141 AnchorCIlp Patterns Substrata 276 Concrete 3.55 Corm. Hollow CMU Filled CMU P7 Wool Motal AnohoType: 3/113 Moo Utbaaan U4' Ebo U@aean W Epp (VWUtOecoa 3118 Ebo Ulamon 1/4• Elio USraea 1/4° 8S Elio A Seton 5/18' Elco Ullman VC 88 Elio AggreGator 810 Steel (445) 5121325 Sows (05) 512 Sled Some/ (05) Edge Mime onr 1' 2.12' 1' 2.1/2" 3-118' 1' 2.1/0 1' 2.100 2' 3.1/9' 2• 0.48' 0.84' 0.324' Embedaent M7 1.314• 13/4' 1.3741. 1374' 2' 1.114' 14/4' 1.1/4' 1-1/4' 1-1/44 1.1/4• Y 13)8' 1.378 writs 2 Ambos 49 4.78 MIn.O.C. / Standard 0r Offset Clio 755.1827 380 64 390 Me 45010 890151 1844 6s 270102 28012 354 gra 74500 374151 884 073 940 )0s 341 ma 442 t s 580 gin 4 Amhara 4P 2.24 Mb. O.C.1 Standard (or Oleg Cep (Fig. 37 700 0s 70090 58066 1410151 952 00 WA 588 is WA 630 613 NIA 88080 WA 682 55 88880 1120 0s /06 8 Anchors • 1.15' MM.O.0. l Sta lard (oOrset) Cep (Mg.4y 080 0s 1400151 WA WA WA WA 780 Ms WA WA WA WA WA 1383 Ms 177000 2240 4 Anka 023' MIA 0.C. / (2) 245 Angle 1240 / 1518. 57 78060 780 55 880 Vis 1580151 1898 63 540 6e 58063 WA 78081 748151 88012 185210s 682 t s 88510s 1120153 1880 63 8 AnchOlS 3' MM. 0.17. 1(2) 2.8 Angle Clips / (532.13h 117060 1170 613 102063 2340 ,s 2844 lbs 810 68 840 Ms NIA 1140151 1122 Its 1320 Its 28381.53 1022 90 1327 Ms 60 4 Anchors 02 0.45' Min. O.C. / U471p, talo Alum. (Fig. 77 WA WA WA WA WA WA WA WA WA WA WA WA N/A N/A 1430) 0 .125' 2 Anchors ® 2.28 6078.0.1717.43)5(7)9.817 350 013 350 60' 29000 705 6s 47864 WA 280 its WA 31566 WA 440151 WA 341 Ms 442151 580 /.55 4 Anchor (51.15' MM. 0.0/ F -Qq (519.97 _ _ _.._ _ ..._ ... 48068 _..__ ...�� 700 6s ................. WA WA .... . WA .ce we rue WA erAelneon 380)2 rt ID WA WA WA N/A WA 882 •s 686151 1120 Ms NOTE: FOR THE OFFSET CLIP, FIGURE 1: • FIGURE 5: • • • ANGLE CLIP (FIGURES 558) MUS” USE FIGURE 8: t9• GURE4: t• • •l •• • • • • lb • 9•• • • • • { FIGURE & • I. •0 IIISC•• • • • • • • •• • • • • PAIRS. • • 111 FIGURE 9' 4r • • • • FIGURE 7: • • • • • • • • • 0 • • MENTFORMUTA: ,,,°,... (DPa,)XANCHOR CAP. ( )oANCHORCAP."„ MULLION CAP.,,"",,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C60. WOOD SHALL 8E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. -1 1.000' !--- 4.000' !ii CO (0 t0 1 1 0 0 J 2 O O O z `125" 1 X MULLION PRODUCT REVISE) as complying wills dm Flbri4 BuildingCNo-b21$•p3 Ae Expiration Date ;F-ZIL1. - $024 By .�GLI�:a'• Miami t < d6" -111" `s• O`y� 1.(NV Al/�! '/iii ��•' • CENSE •'•F'P i Y�. No. 58105 it / -3 ti 16 iL% ,gUVE F .�`�. ` '',,S.(31 Lr A. LYNN MILLER, P.E. FL P.E.# 58708 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • •• •• TABLE 7A Mullion Capacity Table (lbsite) 1 X 4 Alum. 1481:1111;n Anchor Clip Patterns Opening Wldth (for vertically -sparring muffions) or Opening He gilt (for horizonially-spartMng muilloro) 3.59 Conc. 401(811 0540 601n 808, 701n 13011, 681n cm la 1209, 1101n 1601n SS Ekro Ameator 8 .376 Rectangular Laming Trap/Mang. Loadlng Rectangular leadng Treptideng. Loading Rectangular Loading Trap/Mang. Lowing Rectangular Madam llapthlang. Louring Rectangular LoadIng Trap/Mang. Loadlng Ftectenguler :Leading Trapthleng. Loading Rectangular Loodng Traplideng. Leming Mounoser Loading 009/111010. Loading Rectangular Loading 0.48' 7107(74009. laidng 5.32/2 Tube 1 II la ii 1 il la li 1 11 II ii 1 II II li 1 II la li 1 11 II ii i II hi ii II hi li II fa ii i il h li i 11 hi ii II h. ii i II hi ii il hi ii il hi ii 11 hi ii !I ii: li i 11 ii: li 30 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 819 170.0 1118 170.0 521 170.0 1240 1720 521 170.0 1488 1702 521 170.0 1733 170.0 521 170.0 1983 170.0 521 40), 170.0 708 170.0 524 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1278 170.0 077 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1883 170.0 680 151.8 2024 170.0 860 50.625 In 1720 747 170.0 583 170.0 890 170.0 831 170.0 1048 170.0 421 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 768 156.0 1919 170.0 758 136.5 1919 170.0 756 541n 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1118 170.0 754 170,0 1275 170.0 803 170.0 1431 170.0 837 170.0 1594 170.5 858 109.9 1709 170.0 NI 137.1 1789 170.0 881 120.0 1789 170.0 881 60111 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 014 170.0 1694 170.0 898 155.5 1819 1702 1033 129.6 1819 170.0 1063 111.0 1819 170.0 1053 97.2 1618 170.0 1063 03!, 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 910 1720 1468 170.0 1015 158.7 1642 170.0 1078 141.0 1542 170.0 1122 117.6 1542 168.5 1168 100.7 1642 167.0 1157 68.1 1642 11172 1157 66!, 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 1582 1130 107.1 1472 147.0 1108 91.8 1472 140.0 1104 60.3 1472 140.0 1104 7217 170.0 1063 170.0 079 170.0 1275 170.0 1009 1502 1320 168.2 1101 1320 1320 149.8 1082 117.3 1320 137.8 1088 105.6 1320 120.8 1049 58.0 1320 117.0 1024 75.4 1320 112.6 1013 86.0 1320 112.5 1012 71313 170.0 11E 170.0 937 149.0 1181 169.4 1013 128.2 1184 139.9 994 112.2 1104 125.7 978 99.7 1164 116.3 004 69.8 1184 107,5 952 74,8 1184 97.6 835 64.1 1184 93.1 927 oil 1164 92.3 925 79111 188.1 1124 170.0 987 138.4 1124 147.0 985 118.6 1124 128.8 847 103.8 1124 115.6 031 923 1124 105.6 916 83.0 1124 88.5 908 69.2 1124 89.0 MO 59.3 1124 54.3 881 51.9 1124 83.2 878 801n 109.1 841 111.5 760 09.1 844 94.3 738 77.2 814 621 721 07.6 844 73.3 712 80.1 844 68.5 702 51.0 844 01.4 693 45.0 844 512 878 36.6 844 525 1368 33.8 841 47.7 662 98!, 89.1 742 91.5 663 74,2 742 77.2 652 83.6 742 87.2 041 63.7 742 59.8 631 40.5 742 64.1 822 44,8 742 40.8 814 37.1 742 426 600 312 712 39.8 690 27.8 742 325 084 109(11 62.8 586 63.9 530 52.1 688 63.6 521 44.7 688 48.8 513 39.1 588 41,4 505 31.8 688 37.3 495 31.3 586 342 492 26.1 088 29.6 481 22.3 689 28.6 472 10.5 588 24.7 466 111(8 57.8 555 68.8 803 48.0 855 425 495 41.2 655 42.9 487 36.0 655 38.5 480 32.0 663 34.2 473 28,8 980 31.3 487 24.0 555 27.1 497 20.8 585 24.3 448 18.0 555 22.4 442 120(11 45.8 475 48.4 433 38.0 475 39.0 426 32.6 475 33.7 420 25.5 475 29.0 414 203 470 28.0 409 22.8 475 24.8 404 19.0 475 21.1 305 18.3 475 18.7 387 14.3 475 17.2 361 14417 28.4 330 26.7 305 22.0 330 22.4 301 18.9 330 10.3 297 18.5 330 17.0 293 TABLE 7B Anchor Capacity Table (Ibe) Anchor Clip Patterns Substrela: 2,7004!8840 3.59 Conc. 401(811 0540 F884 0540 97 08004 Metal Anchor Type: 3/18' Eta LOIrecon 1/4" 5180 0550388 our Elco ull. 3112' Eleo Ultmcon 1/4' Elm Ultramm SS Ekro Ameator 5118' Elm to. 1/4" SS Elm /9018(2010'1,.. 010 Steel (cm 1112 Steel 8.1. (05) 012 Steel 80. (05) Edge dstance 032 1 21/2' 1' 2-1/2" 348" 1' 2-1/2" 1' 21/2" 2" 3.4I2" 0.48' 0.54' 5.32/2 Embedment (ln): 1-3/4' Ole 1-3/4' 12/4" 2' 1-1/4" 1-1/4' 21/4' 21/4' 21/4' 1.1/4" x ioir 1485e seam 2 Anehou 984.78" 541n. O.C. / Standard or Met Cap (Fig. 1422 3901133 3950,a 45003 8901133 184454 279093 28011, 35454 74009, 314910 884(08 04853 341198 44(1133 5815-03 4 Anchors §2.25' Mln. 0.0 / Standard (or 0(031) Cllp (FN. 3): 700103 700 Re 58009, 141088 952(113 N/A 5981119 NIA 6301150 NIA 880(1,, N/A 682103 88503 1125103 324083 8 Ancbora 98 1.15" 01111. 01 / Standard or 011331) Clip (4115. 45 08025 1490(55 N/A NIA NIA NIA 180 1,, N/A NIA NIA N/A NM 1383(03 177000 1120 933 4 Amhots dl2 3' Mn. 0.C. / (2) 2r5 Angle Ceps / (Fig. 5): 788(50 780103 69003 1550(1,3 109670, 54083 56019, NM 76008 748103 880108 189284 892(118 889(0, 1090(64 6 Anchors tO 3' Mln. 0.C. / (2) 2c5 Angle 003 / (Pig. OF 1170103 1170 Os 188023 2340103 284484 810133 1340103 N/A 1140108 112208 13201133 203880 1022103 132754 142280 4 Anclum 0.45. Ms. 0.C. / 1.1420, Into Akan. (4149. 2): NIA N/A N/A N/A NIA N/A NIA N/A N/A N/A NtA ILA NIA N!A (3/ .125' 2 Anchors (// 2.75' NUL 0.0/ Fillp (P19. 8): 3501113 3501W 290090 705 tbs 479(08 N/A 260103 NIA 3151133 NIA 440193 N/A 349(33 44280 580(03 4 Ambors @ 1.15' Min. 0.CJ F-00 (TO 02 480163 700095 NIA WA NIA NM 388(1,3 NIA NIA NIA N/A NIA 082513 138384 1120163 • erv.r. veto rue ',CC e4 ID I 1<10 TI.IF SALIF AMC -ince PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • • FIGURE 5: • • • • FiGyFig to • • • at •10 3-• • • • FIGURE 8: • • • •• • • • • :0 • • • re 111 • covE 4 ..1 Fl URE 8: FIGURE 9: it° • • a • • • • FIGURE 7: • • • • • • • •e • ANGLE CLIP (F)GURES 586) MUST BE USED IN PAIRS. 1•.•• • • • • • • • • • • • • • • ENT FORMULA: (pp.)), ANCHOR w ANCHOR CAP.,. kMUWON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN rt IS LOWER THAN THE MULLION 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.005r SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM 041 .1267 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1/10 di 2 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.082* .375' X.m4'utXu.3075N"1- --j 1.000" 4.000" vv 1 X 4' X .375"j MULLION .375' 118 00 8 LU 0 2 cl X X V) 00 m 1 0 (-03 4 62 co 8 co 0 PRODUCT REVISED as complying with 89394104d2 Building Code Acceplanee No up WS .05 piral Date 1021 By Miam a 4ii" A. (.4M5IIMILLEK,P.E. FL P.E.8 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TABLE 8A MuOIon Capacity Table (ibslie) 1.25" 3.188" T°be Su260a18 Opening Width (tor vertically -spanning mueons) or Opening Height (for horizontally -spanning mutons) 165 Cone. x x Mull 60 In 801n 70 in 80In 80 In 1001n 12011 1401n 1601n 14"58 Eta AlSreeldor Reolenguter Loaning RepRdang. Loading Redmgdar Loading Trnprllleng. Loading Reda/mut& Loading TrepTdmoO. Laming Rectangular Loading Trap7Meng• Loading Redelgutar Loading Trap/Meng. Loading Rectangular Loading TmpT6nn9. Loading Rectangular Loading Trap/Meng. Loafing Recmngda Loading Tr7Pf118 eg. Rectangular Loading� 2' T dkm 9. 1 it III 1 11 II ii 1 ilii 11 1 it III li 11 III li II h ii 1 ilii III !Iii 11 1 II III li 11 II li I ! la 1 I la ii 1 !I la li 1 II la ii 1 il III ii I III ii 11 la ii 1 11li la '4 S781n 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 886 170.0 506 170.0 992 170.0 610 170,0 1118 170.0 521 170.0 1240 170.0 521 170.0 1498 170.0 621 170.0 1730 1700 621 151.6 1789 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 084 170.0 092 170.0 830 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 880 154.0 1649 170.0 680 132.7 1648 170.0 880 118.1 1048 170.0 880 80.626 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 884 170.0 1105 170.0 723 170.0 1345 170.0 747 187.0 1488 170.3 708 139.2 1488 170.0 768 110.3 1488 170.0 758 104.4 1488 170.0 758 641n 170.0 797 170.0 812 170.0 808 1700 891 170.0 1110 170.0 761 170.0 1278 170.0 003 183.1 1376 170.0 837 148.8 1378 170.0 808 1223 1378 170.0 881 104.8 1378 170.0 851 91.7 1376 170.0 881 60 In 170.0 885 170.0 701 170.0 1083 170.0 707 158.9 1108 170.0 875 139.0 1168 187.4 030 123.8 1165 150.8 818 111.2 1156 150.0 912 90.7 1158 144.8 005 79.4 1158 144.8 900 09.9 1558 144.8 608 63 In 170.0 530 170.0 745 160.1 1051 170.0 850 137.2 1081 156.8 862 7201 1051 142.0 840 106,7 1051 132.3 837 98.1 1051 125.7 930 001 1051 119.0 822 88.8 1051 119.1 821 60.0 1061 119.1 821 0011 167.1 007 170.0 789 130.3 037 151,8 808 110.4 057 134.0 700 100.4 067 121.8 777 92.8 057 112.8 787 83.8 957 108.8 759 69.8 857 100.0 750 89.7 887 98.9 748 822 057 00.9 740 721n 129.7 004 1352 808 107.3 804 1162 684 81.9 004 101.3 071 804 604 91.4 680 71.8 804 84.1 850 94.4 804 78.8 843 83.8 804 723 833 40.0 804 09.8 820 402 804 69.8 828 701n 109.4 722 114,4 630 012 722 972 818 79.2 722 88.3 808 88.4 722 78.7 598 60.8 722 70.3 688 54.7 722 65.5 580 48,0 722 89.6 870 39.1 722 58.7 585 34.2 722 582 664 1012 885 105.8 600 84.4 885 09.8 688 72.3 085 78.5 577 63.3 085 70.5 588 582 685 84.0 660 50.8 600 80.1 553 422 886 84.3 543 302 088 01.4 837 31.0 885 50.7 636 9011 86.9 815 88.0 457 64.8 818 57.8 449 47.1 515 50.1 441 41.2 810 44.7 434 36.8 816 40.8 428 33.0 615 37.4 422 27.8 516 33.1 413 23.5 515 30.8 407 208 518 29.1 404 081n 54.3 453 65.5 404 48.3 453 47.1 397 36.8 463 41.0 391 33.9 463 38.4 386 302 453 33.0 379 27.2 483 30.4 374 22.8 453 28.8 350 19.4 453 24.3 380 17.0 453 72.9 368 10801 38.1 358 39.0 323 31.8 368 328 318 27.2 359 26.4 313 23.8 380 252 300 21.2 359 31.7 304 10.1 338 209 300 15.5 358 18.0 283 11111 35.1 338 35.0 306 29.3 335 301 301 25.1 338 28.1 287 220 338 23.2 253 19.5 330 20.5 209 17.8 338 10.1 205 120 in 27.8 290 28.3 284 23.2 200 23.8 280 19.9 200 20.8 208 17.4 200 18.2 283 18.4 280 18.4 249 144 In 18.1 201 18.3 188 1 H0LC 013 Anchor Capacity Table (Ibs) Anchor Clip Patterns Su260a18 275 Concrete 165 Cone. Hallow CMU Fated CMU PTW00a 0610 Anchor 1Vpri 571E Elco Macro 14' Elco Unmans 811E Elco Orison SNE -----888 1/4' EIC8U6r0cen 14"58 Eta AlSreeldor at8 Elco Shaer 14" SS Elco Ag57509v 810 Steel Scree (05) 012 Sloe Screw (43) 812 Steal Sew (05) Sago 1381erce M) 1" 2.11? 1• 2413 315E 1' 2.1/1 1" 2-1/? 2' 3118' 2' 0.48• 064" 0.224' 8173855 11509 13/4' 134" 1314' 1374' 2' 1.14" 1414' 1.174' 1474' 14/4' 1.1/4' 2' 1318' 1310' vans 2Antlers 0)4.7E Min O.C./s181ga0 10010et cop (Flo t) 30049 38064 45003 580 Inn 164406 2700s 28000 364 Its 74005 37403 68410e 94804 341.4 442 Ds Bm 126 4 Anchors 0)1.16• Mh O.C. 181wdara(0(083e1) CIlp(R52) 400 Ds 70004 NIA WA WA N/A 32060 N/A N/A WA WA WA 68206 86500 1120 De 4.00130®3.741.O.0./(L) 245 Angle Clips) 415 3) 76090 76006 620 Ms 156008 1266 Rs 64009 560x0 9/A 760126 74850 800738 1892 08 68205 66605 112908 4 Arc7o0®0.45' Pals 0.C. 1 UC11p, Into .125' Num 555 4) 747A WA N/A WA NIA WA WA N/A WA NIA WA WA NIA WA 143000 1 Arehart FCsp(n5 63 19609 106 Ds 223 ms 44604 82208 13500 14008 17739 370126 167 His 33208 47368 17005 22108 28009 2 AMi1U0401.1E !Art O.0/FC0p(RO 00 24035 35039 NIA WA Nth WA 190916 NIA WA N/A WA WA 34108 442 Ra 66038 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • • • • FIGURE 3: • • s FIGURE 4: FIGURE 5: • • • • • • • • • • ••• • FIGURE 2: • ••• • • • • • • • • • •••• • • • • • • • • •• •4 • • 111"'6 ••i • 6 • • • ANGIL CEJ• MUST BE USED IN PAIRS. ••• • • • • •• • • • • • • • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. )=ANCHOR CAP.,", MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I3 LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. 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. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-50. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG 05 0.55. ALUMINUM SHALL BE 8083-16 AND BE A MINIMUM OF .125" THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36' . ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. '7- 3.188' (►-1.250•-'-I /aoiaj • .265" 1.25 X 3.188' X .285" MULUON (1.1/4' VF MULUON) f�V N m k 00 1 W N 0 J 2 0) !�o O `.O re N 0 iJ 2 3 O PRODUCT REVISED as complying with the Florida Building Code t6" 45216.0.3 Acceptance No B . • :1011 Date !! 1'Il['/ ..1_$621 Miami *Product 1!11111111 lot `\� Lj/4 ��r•. vtr.,ENS, •. ``� i 260.58705 �- 1�� '.• SIB O' A\ '•., FL0RIOP••' A. L41144 IL)S.EEH, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •s ••• • • • ••• • • TABLE 9A Mullion Capacity Table (Ibefft7) 1.26 x 3.25 x.100 Alum. Tube 7Autl109 501n 600(00 uur i0ed4g 60In 7087 Opening Width ger ver6oelb#spannI lg mullions) or Opening Height ger hol(zontelyepemIng undone) . 120 87 001n 90 61 100 in 140(0 16087 T loadinn0. I.om809 RaolenaWar Loodrg Trap/Mang. 7.0edn0 Reelerguler Loading Tim/Mang. Loading Malamute/ mute/ Leaden 7mpilinn9. Loading Re07eng8ar Loading TrepTdang. Loading Redmyuier 1084789 Tnpmienc Lending Reolerpdar Logang Trap/Tdong. Loading Reclengubr Loading 7rap4Tdmg. Leading Rectangular Leadirg Trap/Slang. Loading 1 42 87 48 87 50.025 87 54 In 8087 83 87 6887 72In 78 In 78 In 00 87 908+ 108 In 111 In 120 In 11 1 11 1 11 1 11 1-1 1 11 1 11 1 11 1 11 la 11 1 11 1 11 1 1 IX 1 11 1 11 1 11 it 1 11 1 11 1 I1 170.0 170.0 170.0 170.0 143.2 123.7 107.6 82.9 70.6 65.2 42.4 820 708 170.0 436 170.0 744 170.0 478 170.0 888 110.0 808 170.0 992 170.0 619 170.0 1118 170.0 621 163.3 1118 170.0 521 127.7 1118 170.0 621 109.5 1118 170.0 621 08.8 1118 170.0 524 170.0 850 170.0 584 187.8 978 110.0 830 1487 878 170.0 681 130.4 978 170.0 877 117.3 978 170.0 880 97.8 978 170.0 680 839 878 170.0 680 73.3 978 170.0 170.0 747 787 748 877 170.0 170.0 683 170.0 898 170.0 631 150.7 027 170.0 604 131.8 927 168.6 706 117.2 927 160.1 899 105.6 927 150.3 698 87.8 827 1583 0896 75.4 827 158.3 686 65.8 927 1583 621 680 812 151.6 889 170.0 681 132.6 685 103.0 116.0 880 141.0 869 103.0 869 134.0 060 82.7 809 129.8 604 77.3 869 128.6 852 69.2 068 128.8 862 67.9 889 128.8 885 852 163.8 634 119.4 748 132.3 820 102.3 748 117.8 608 89.6 748 107.8 689 78.8 748 101.0 692 71.8 748 86.6 687 59.7 740 83.3 583 612 748 93.3 683 44.8 740 913 132.0 579 103.7 877 113.2 568 86.4 877 100.1 855 77.3 677 01.4 54e 89.7 871 85.2 639 819 877 81.0 834 61.6 677 77.0 629 44.2 877 78.7 626 38.7 677 617 618 485 441 114.1 07.1 630 89.7 817 87.6 810 78.9 817 883 609 67.3 017 783 600 59.8 817 72.8 484 83.8 817 68.7 489 44.8 617 84.4 483 38.4 517 63.7 482 316 617 450 69.1 618 74.2 440 59.2 810 65.2 432 61.8 610 68.8 425 48.1 618 64.2 419 41.4 618 60.7 414 34.5 618 46.6 408 20.6 618 45.0 406 26.9 618 78.7 63.7 46.0 717 408 88.7 465 82.8 388 50.3 468 54.9 380 44.1 486 48.4 384 39.2 465 46.3 978 35.2 465 42.2 374 28.4 486 98.9 367 251 488 38.6 384 22.0 88.0 387 54.3 441 67.7 319 48.8 441 00.0 372 40.8 441 46.4 388 382 441 41.6 380 32.8 441 38.7 358 27.2 441 34.9 349 23.3 441 33.1 318 20.4 485 441 36.0 24.8 22.0 17.9 291 43.8 35.8 295 35.4 332 37.0 289 30.3 332 32.3 294 28.6 332 28.8 280 23.8 332 28.1 278 21.2 332 24.1 272 17.7 332 21.3 288 152 332 79.8 252 113 332 38.2 32.7 18.7 563 620 482 405 383 348 260 260 20.1 201 30.3 258 25.0 291 20.4 252 21.9 291 23.6 248 19.4 291 21.3 244 17.5 291 19.5 241 14.8 291 77.1 238 12.5 291 15.8 232 230 218 587 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 182 1013 23.1 107 18.9 218 19.4 194 16.2 218 191 14.1 218 14.9 18 2 170 14.0 187 15.3 107 TABLE 9B Anchor Capacity Table 0138) Anchor Clip Patterns &Rebate: 2.74 Concrete 3.68 Cass. Hollow CMS Ftlied CMS PT Wood Metal Arnim 'type: snr Elco Women WV Eno Noma, 5318.fiLle° 3111:0 ERA Uttreson 151. Elan liftmen 174. SS Eke 5116" Slco 114. SS Eto 86.10 /34(see15) 012 Steel 112 Sled 2 Anchors (g) 4.75. Min. 0.0. / Slandani er Mel Otp (Fig. 12 39D tbs 300 6664 460 tbs 020 Ms 1844 Ms 270 lbs 200 tbs 354 lbs 74011e 374 lbs 1384 lbs 948 Ms • 341 Ms 442 [Os 660117s 4 Androns DP 3' Mt. 0.C. / (2) 245 Angle Clips/ (Fig. sr 780 Re 780 Ms 680 tbs 11$60 lbs 1898 Ms 540 Ite MO Iss WA 780 Ms 748 Ms 880 lbs 1892 03 882 Ibil 8851bs 1120 Ms 1 Anchor / 14:681(Flg. 5): 195 lbs 195 Ite 225 tbs 445 lbs 02211m 135 lbs 140 tbs 177 lbs 370 tbs 187 Ms 332 Me 473 1bS 170 Ws 221 Re 280 Ms FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • FIGURE 2: BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAUATION METHODS. x ANCHOR CAP. USE THIS FOFtMULA TO OBTAIN THE 'ANCHOR CAPACTIY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF TI -IE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE. • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE •• 813-T6 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • .0 ° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL • AKHOFtS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4110 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION LU en co 12, a. to a. co -J -J 60 1 CO CO CO en FRODUCT REVISED ns complying with the Florida Building Code Acceptance No R§. MI Dade 10 1.71111 55T05 - FL P.E.9 50795 TABLE 10A Mullion Capacity Table (Ibbe) 12811328 x.624 Atum.Tub9 Muigon Anchor Clip Patterns Opening Warn (forvedhe6y-9peming minors) s) orOpening Height ((9rhodzofie6y9panni7g m1450013) 60 In 60In 70 in 80 in 501n 100 in 120 N 1401n 16901 WV ElcoV4' 9,18. Mao Wain Rectagular Loading Trap/Mang. Loading Redangulm Loading Trap/Mang. Loading Rankin ear Loading TrepTdeng Loading Rectangular Loafing T pIdang. Loading Rectangular Loading Imp/Meng. Loedin9 RadeagW7 Loading Trap/Mang. loading Rectangular Loading Trepffdang. LO0dhg Raeianguiar Loading Trap/Mang. Loading Rectangular L0m&g 3' TrepTriag. Loading 3' .�' I I 1 '.. Ca u , f u 1 •s,. 7}a- u 8r2 'i• , u g 4._-- 1}& u ti 4' a u a §'-. A'a u k 4 g u R E_. St v �& 4 g u L 4_4_i la u kg u x •4_ IFS u 413 u 1 4_ �a u 4 I S u g «_ 1}�. ug 8& ,tL'.. l g ��. u �a 1 u 3 t'. •�. 8 i• u 1i...it a u R9. �• u g ii_ Ifo u 8m i- �• u 2 i... ��. u .t. E u 3 4_ �@ u k& • u 1 _ a u 4 i 4 u II _ {1'_ a u 4 i �• u ii �a u 413 Mullion Length I 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 849 170.0 608 1700 982 170.0 619 170.0 1116 170.0 921 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 1700 421 170.D 1903 170.0 621 401n 170.0 708 170.0 524 170.0 850 170.0 564 120.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 577 170.0 1417 170.0 690 170.0 1700 170.0 600 189.7 1976 170.0 600 148.6 1979 170.0 6813 50.625 M 170.0 747 170.0 553 170.0 836 170.0 531 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1349 170.0 747 170.0 1494 170.0 766 1700 1703 170.0 768 162.6 1877 170.0 788 133.6 1877 170.0 766 64 In 170.0 791 170.0 612 170.0 9513 170.0 001 170.0 1110 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 068 168.4 1769 170.0 851 134.1 1769 170.0 861 117.3 1769 170.0 861 60In 110.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 170.0 908 146.0 1611 170.0 1033 120.8 1011 170.0 1093 103.6 1611 120.0 1063 90.6 1611 170.0 1003 63in 110.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 158.0 1370 170.0 1016 139.2 1370 170.0 1076 126.3 1370 104.0 1062 104.4 1370 156.9 1072 69.5 1370 1653 1070 78.3 1370 155.3 1070 66In 170.0 974 170.0 789 170.0 1169 170.0 803 165.6 1248 170.0 1002 1362 1248 168.6 1013 121.1 1248 147.1 1000 109.9 1248 139.0 889 90.9 1248 130.4 870 77.6 1240 129.0 976 68.1 1018 129.0 976 721n 107.8 1049 170.0 878 139.8 1049 160.2 892 119.0 1069 132.1 875 104.9 1049 119.1 800 932 1049 109.7 849 03.9 1049 103.7 930 63.9 1049 943 836 69.9 1049 91.2 830 62.4 1019 91.1 820 76 in 142.7 941 149.1 822 118.9 941 126.0 905 101.9 961 1112 79I 69.2 941 100.0 717 79.3 941 91.7 766 71.4 941 85.6 767 69.5 941 77.6 744 61.0 941 74.0 737 44.6 941 73.3 736 78In 132.0 001 137.8 783 110.0 894 110.9 767 94.3 894 102.4 763 620 804 91.9 740 73.3 094 84.1 733 68.0 894 783 721 55.0 684 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 901,, 65.9 671 80.7 696 71.6 671 74.8 585 61.4 671 86.3 675 63.7 871 56.2 Egg 47.7 671 62.9 668 43.0 871 48.6 651 35.8 671 43.1 639 30.7 671 39.7 631 26.9 671 372 620 86In 70.8 590 72.8 527 69.0 590 61.4 610 60.0 690 53.4 609 44.3 690 47.6 602 99.9 640 43.0 491 36.4 630 39.6 488 29.6 690 34.7 477 253 690 31.6 469 22.1 590 29.6 464 103In 49.7 466 50.0 421 41.4 406 426 494 35.6 466 37.1 400 31.1 465 32.9 402 27.6 466 29.7 385 24.9 488 27.1 391 201 468 23.6 382 17.8 468 212 376 16.6 466 19.5 370 711 In 45.6 441 40.7 400 382 441 39.3 393 33.7 441 34.1 387 282 441 302 382 26.4 441 272 378 33.9 441 24.9 372 19.1 441 21.6 303 16. 441 19.3 356 143 441 17.8 361 1201n 36.3 370 35.9 344 30.2 378 31.0 339 25.9 37B 26.8 334 22.7 378 23.7 329 20.1 370 213 926 18.1 376 18.6 321 15.1 378 16.7 314 144 in 21.0 262 21.2 242 17.6 282 17.8 239 16.0 262 16.3 236 TABLE 105 AnchorCepaeity Table (lb.) Anchor Clip Patterns Sg06Dala 2.76 Mange 9.51t CCM. Ninon CM FIAe6CMU PTW00d Mad A7lthor>)1a 8115 Elco Macon V4'Mao MatronUBreton WV ElcoV4' 9,18. Mao Wain Ile Eko unman BS Elm Agge:ator 5/1516o E Macon VC 85 Ow610 Agg1109ar Siad SCRs (M6) 91287689 Urea 934 812 9te81 Serax (440) Edge [Islam.° (in) 1' 2-1f2' Y 2412 3-175' 1' 2+742 1' 2-172. 3' 3.110' 3' 0.48' 0.54' 0.327 Embednd11495 1314' 1374' 1.374' 1314' 2' 1-1/4' 1-1/4' 1.114' 14/4' 1.114• 1-1/4' 2' 1.818' 1-W8' vales 2 Anel909 45 4.79 Min O.C. / Standard 44018810p 5991) 890109 390106 460 Ms 890 09 1644 Ills 270 au 280161 354 709 740106 374 479 884 mf 64800 641 las 4421108 560 On 4 Archers ®1.15' Min O.C. I Standard (or Met) Cep (15 25 480.8 700138 NTA WA N/A N/A 390106 WA WA N/A 11/.0 WA 682 De 89500 1120106 4Arcllm49®3' 0106 0.C. / (2) 20 A70180497IN9 4 78009 760 0e 88003. 1068109 1885109 64005 1560 Its WA 760106 748 88 0801t• 1802108 602109 8811128 1120170 08088 3A00019 ® 0.54' MDL 0.C. / UC9p, Imo Alum. (lig 4) NIA WA N/A WA NIA WA WA WA WA NIA WA WA WA N/A .109 1 Archon/ 7.0094719.55 1963-6 165106 715 fes 44545 822106 135 ad 14006 177*0.5 370106 18709 9321in 479 RA 170070 22106 260106 860077 2 Aikt•19 481.15 NM. O.CJ FCOp (F)9. 4 240109 35000 NIA WA N/A WA 19019 N/A WA NIA WA NIA 34106 44288 FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 6: • FIGURE 2: • • • •• •• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (pp ) (ANCHOR CAP.,,n,,,m,m7(\ 1 >s ANCHOR `MULLION CAP.,,,,.,.. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • •• • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • • • • • • • A• • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • • • • • 4�,LIu ,� • • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • • • • • • 4 °ROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL • • • • Bi PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE • • • • • 8763-T6 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • • • • • • 015' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL • • • • • • CHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • • • AII810 & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. FIOLQtE � � • •• • • a! 125` X 3.25' X.824' MULLION at) N 13 03 z° 1 e- e- 1 N 1 1 N O PROUCT RliViSED with We FI6Wk 09 complying Building No i6'e218. c4�� Ex button Dale '7577//, Sal Mlam' Dad1‘71M4161 76946at 1111I11IIt/,. Yk. LYNN qyllji'% � 2 . No. 54(05 0 G : = 0 QOM : 71/ Tti A Lj'NN1)J11LLLR, P.E. FL P.E.B 68705 ••• • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • •• IACLt LTH Mullion Capacity Table pie) 126%394 ■ Alum. MulIlon 1340561rals Opening 161d1h ((Orton Italyspem6ng minors) ar Opening Height (tor hodzorte5yepanrdrg maims) 50n 60 in 705' 501n 0017 100 in 1201n 14011 180In 924 Tube 00014gular Luang Trap76ang. Loading Ractangular LoatEg Tarp/Mang. Loadng Rectangular Loading Ttapirdeng. Leadn9 Rectangular Loading Trop/7dmg. Losding Rectangular Losdn9 Trap/Mang. 104678 Rectangular Loafing Tratadeg. Loading Rectangular Loading Dap/Mang. Loading Redengaler Lood5g Trap7rteng LOadkg Rectangular Loafing Ttap7derg. Loafing 41 i i t.- u §. ll t I ii i.. Ig¢�gi 1a ' l E,. 1 8I E l III} El. Ea E u $ E., U1� El E € it f.. la it E £ 11 E.. la /111 E u ..8 as, 11 i E.. •a 11 E r1 it E -E a III I ' .-. la $1 E l 111111111111 E.. a E. f.. la. i I '�,. a '� .1 it is" -i* a�. 1111111111 i* a •�,. as '� El. !Al E 1111 1,- la 5 p 2 8 42In 170.0 820 170.0 439 170.0 744 170.0 478 170.0 863 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 110.0 1135 171.0 621 170.0 1983 170.0 621 491n 170.0 708 170.0 524 170.0 1150 170.0 684 170.0 992 170.0 630 175.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1117 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625 in 170.0 747 170.0 683 1700 898 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 765 170.0 1793 170.0 766 170.0 2092 170.0 755 170.0 2391 170.0 756 641n 170.0 791 170.0 612 170.0 966 170.0 891 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 896 170.0 1913 170.0 861 170.0 2231 170.0 841 180.2 2403 170.0 881 501n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 819 170.0 1417 170.0 944 170.0 1594 170.0 1383 170.0 1771 170.0 1033 170.0 2126 170.0 1063 148.3 2183 170.0 1063 129.8 2163 170.0 1087 63 in 170.0 930 170.0 746 170.0 1118 770.0 860 170.0 1302 1700 940 170.0 1458 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 168.9 2080 170.0 1169 131.5 2000 170.0 1171 117.7 2060 170.0 1171 8131n 170.0 974 070.0 789 170.0 1168 170.0 903 170.0 1363 170.0 1002 170.0 1555 170.0 1089 170.0 1763 170.0 1165 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1965 170.0 1235 107.2 1968 170.0 1288 721n 170.0 1083 170.0 976 1700 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 164.1 1734 170.0 1316 138.7 1734 109.8 1366 116.8 1134 155.9 1381 99.1 1734 150.4 1352 88.7 1734 1602 1362 7817 170.0 1122 170.0 937 1170.0 1348 170.0 1080 168.6 1556 170.0 1209 147.1 1658 1652 1285 131.1 1656 161 6 1268 117.9 1656 141.3 1261 99.3 1658 128.3 1229 842 1558 122.3 1219 73.7 1068 1212 1218 70 in 170.0 1161 170.0 907 170.0 1381 170.0 1116 165.9 1477 109.3 1245 136.4 1477 152.0 1224 121.2 1477 139.1 1208 109.1 1477 129.5 1191 809 1477 116.9 1169 77.9 1477 110.8 1158 682 1477 109. 1164 8815 142.0 1110 146.6 988 118.4 1110 123.9 968 101.6 1110 1079 951 30.8 1110 98.3 938 709 1110 57.5 922 71.0 1110 80.7 910 592 1110 71.3 891 60.7 1110 66.8 878 44.4 1110 02.7 510 8819 117.0 975 120.3 072 97.6 975 101.6 368 83.6 975 68.3 842 732 976 75.6 929 66.0 976 71.2 817 585 915 85.4 807 489 976 67.4 760 41.0 975 623 778 386 976 49.3 757 109In 822 771 61.0 698 69.5 771 70.7 686 68.7 771 61.3 674 51.4 771 54.3 894 45.7 771 19.0 665 41.1 771 44.9 817 34.3 771 389 832 2.4 771 36.0 631 287 771 32.4 612 111 in 75.7 730 773 881 63.1 730 65.0 660 64.1 737 683 840 473 730 49.9 831 42.1 730 46.0 822 37.9 730 41.1 814 31.5 730 35.6 500 27.0 730 319 589 23.7 Tie 28.0 601 1201n 69.9 624 61.0 689 49.8 624 612 580 42.8 624 44.3 652 37.6 624 39.2 644 33.3 624 35.3 537 30.0 824 322 631 26.0 524 27.7 619 21.4 624 24.8 609 16.7 624 22.6 501 144 n 34.7 433 35.1 400 26.9 433 29.4 386 24.9 433 25.4 390 21.7 433 22.4 305 19.3 433 20.0 - 381 17.3 439 182 378 TAULt 1160 Anchor Capacity Table (Ws) Anchor Clip Patterns 1340561rals 2.7k Concrete 3900mc. lidlow MU 1S04142416 PT Wool 54514 Anna 11.9 3nEno ran W lo 4096mo 6/1W ocbud'p um. 3116. Elco UOleCan 4RAnew.,14.69 u4'ERo8con Elco Anew.,int.,.Ag9Iect4rr 5'197 ERA 1/4.88 Elco 61051044 sc. (06)reo 8129140/ sc. 612 Steel 8ertw(05) Edge02010rc0 On) 1' 2-1/2 1• 2.112 3.1/9. 1' 2-1/2 1' 2.112' r 3.1/9. 2 0.48' 0.54' 0.824• E4hoan1nl On) 1374• 134' 1374' 134' r 1.1/411 14/4• 1-074• 144' 1.074• 1.974• 2 138• 138• vales 2 Anc 0 ® 4.784 Mtn O.C. / Standard 00 03601 COO 999 4 893 IDs 390106 450 as 89026 1644 00 270 Qts 250100 354 IDs 740154 374169 664 705 04686 34126 442100 660141 4 Anc0are @1.15' MIA O.C. / 91a99rd (or meta MO (R0. 2) 480 750 70009 N/A WA N/A WA 369908 N/A WA WA WA WA 582399 885108 1120 ms 4Arc9155D3Min . 0.0.0 a) 283A1060467 (99 31 787769 713106 680078 156986 189826 540 Os 560 de N/A 760158 74826 88076 189226 68226 885 Ms 1120 Os 4Amos 550.64'Mon. 0.0.704Op, into .100' Alum. (F19. 41 NIA WA WA WA WA WA WA N/A WA WA WA WA WA WA 126726 1 ArCentl Folp (142. 57 19529 195076 22509 445126 822766 13526 140108 177760 370119 187766 332116 47326 17029 22126 280 009 2 Anchors 0521.13' INA 0.CJF•Cdp pg. 67 24026 30029 NIA WA WA WA 18029 N/A WA WA WA WA 34128 40220 56026 FIGURE 1: • • FIGURE 3: • • FIGURE4: FIGURE5: • • • • • FIGURE 2: • • •• •• • • • • • • • • • • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: X (ANCHOR CAP.„,„,„„,,) ANCHOR CAP.., MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • ••• ANGLED • SLIP MtlS1• BE USED IN PAIRS. • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • • • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL • 9 PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • 3-T5 AND BE A MINIMUM OF .100• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND • . THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL • A95CHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 110 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ••• • • • • • •• 1.25' X 3,94' X.624' MULLION 6 J 2 W 2 z 0 (y�Mp r a O. 0 113 yy!!N km 8 0. J 2 N X M X H co m 2 1 1 1 co yY 9 0 d's PRODUCT RBV198D as complying with she F15$da Building Code 110.021$•0 Acceptance No [NO :• Date ►, L.. /fp2) Dy MI T) Dade Product %11111110/l, Ji 1YNN � ..• �%;:NSF ., r No.58705 a S lb. L(/ f1 FTA C O' t</\ s/aq,‘`NN A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • ••• • • • ••• • • • • • • • • • • • • • •• TABLE 12A Mullion Capacity Table (.bene) 2 x OJulna AnchorCllp Patterns Opening Width (forvar00aly-9panrirg melons) or Opening He gM (tor hotizordaly-epenNrg mullions) 2.7k Corcrete 968 Conn. 60 N es is 1015 Bels 501n 100 1,, 120 In 140 l• 1601n Tnuaden9. 4 0.28 Reotenguter Trep/frlen9. Loafing Rotunda& Loadrg Trap/Meng. Loadng Rectangular Loafing Trap/Tlar,g. Loadng Rectangular Loadng TrepTdang. Londns Recla0Aer Loading Trap -Mang. toadrg R00lmgdar Luning Troptfdmg. Loading Rectangular Loading Ira/Mang. Loading Rectangular Loa0ng bap/Mang. Loafing 2 Reol.npder Leading 0.54' timing Me Erni:Want M) LOadng fl h1 n ia i ia 1 nl ia i I ia1 n hh1 11 h 1 II la 1 la 1 la IiI la 1 la 1 la 1 la 1 ii ia i nn ia i la i!I 1 la li 1424 59 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 988 170.0 500 170.0 992 170.0 818 170.0 1118 170.0 821 170.0 1240 170.0 621 170.0 1488 1 7 170.0 1735 175.0 021 170.0 1963 170.0 170.0 521 680 481n 170.0 708 170.0 624 170.0 850 170.0 884 170.0 592 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 077 170.0 1417 170.0 1380 170.0 1700 70.0 WA 170.0 1983 170.5 680 170.0 2297 60.825 In 170.0 747 1700 583 170.0 898 170.0 631 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 170.0 1793 170.0 768 170.0 2092 170.0 768 170.0 2391 1700 768 541n 170.0 707 170.0 812 170.0 958 170.0 891 170.0 1118 170.5 784 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 11194 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2880 170.0 081 601n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 678 170.0 1417 1750 944 170.0 1594 170.0 896 170.0 1771 170.0 1033 170.0 2120 170.0 1083 170.0 2479 170.0 1063 180.8 2650 170.0 1083 831n 170.0 930 170.0 745 170.2 1116 170.0 850 170.0 1302 170.0 840 170.0 1488 170.0 1015 170.0 1073 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2653 170.0 1171 145.9 2653 170.0 1171 86 In 170.0 974 170.0 769 170.0 1189 170.0 003 170.0 1384 170.0 1002 170.0 1568 170.0 1088 170.0 1783 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1278 161.9 2437 170.0 1288 132.9 2437 170.0 170.0 1288 1530 1631 1454 721n 179.0 1083 170.0 078 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1318 170.0 2126 170.0 1387 1489 2184 170.0 1488 124.8 2184 170.9 1529 1092 2184 700,, 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.5 1670 170.0 1209 170.0 1789 170.0 1322 186.1 1960 170.0 1421 148.0 1860 170.0 1805 123.8 1980 181.6 1648 108.1 1960 154.0 1635 929 1080 1827 781n 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1368 162.7 1581 170.0 1474 137.4 1881 183.1 1600 114.5 1881 1475 1473 882 1681 139.8 1469 05.9 1881 137.8 901n 170.0 1328 170.0 1144 149.1 1398 158.0 1215 127.0 1398 138.0 1198 111.0 1388 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.8 1147 74.8 1393 889 1122 63.9 1308 62.7 1105 55.9 1398 789 1098 91315 147.4 1229 101.5 1098 172.9 1229 127.6 1079 105.3 1228 1112 1061 'r. 1229 98.9 1044 819 1229 900 1029 73.7 1220 82.4 1018 61.4 1220 72.2 993 52.7 1229 06.8 977 48.1 1228 62.1 097 108 In 103.6 971 108.6 877 08.3 971 90.0 882 74.0 971 772 840 "04..1 68.4 837 679 871 91.6 925 51.5 071 80.6 818 43.1 971 40.0 798 37.0 971 44.0 782 32.4 871 40.0 771 111 0 95.4 919 87.3 832 78.8 919 819 819 68.1 910 70.9 806 . 19 82.9 794 53.5 910 557 784 47.7 919 81.6 774 39.7 949 44.6 758 34.1 519 40.2 742 29.6 019 37.1 732 1201n 75.5 788 78.8 716 828 788 84.8 705 53.9 788 55.9 595 47.2 788 49.4 688 41.9 788 44.4 677 37.7 788 40.5 608 319 788 34.9 653 27.0 798 31.0 841 23.6 708 28.4 631 144 In 43.7 648 442 504 38.4 548 37.0 498 31.2 510 31.0 491 27.3 548 26.2 485 24.3 548 28.3 479 21,8 549 229 474 102 848 18.5 484 15.6 648 172 486 13.7 048 15.8 148 •',, WAD PA•APITV ening TABLE 12B Anchor Capacity Table (Ms) PTWo00 044d AnchorCllp Patterns 0,890005 2.7k Corcrete 968 Conn. Hobe CMU FIONMCA° Arad type 311E Elco UOnlem 1/4.8190UM18ton 6116• EndoIfo' lin. 3/18'0.00Ulna cu 114' EgoU0weon SS Edo Ag(7e0eluf 5116• Elco UOBC•4 1r SS Elm AgB20eior #10 Steel sc.(Go #12 Mel 8... 05) 012 Steel 8,... pm 0.924' 0sterce en) 1' 2412' 1' 24/2' 31/9' r 2.112 1" 2472 2' 3 .18' 2 008• 0.54' Me Erni:Want M) 14/4• 1414' 13/4• 104' 2' 1-1/4' 14/4' 1.114' 14/4• 1414' 1.1/4• 1 1.918• 1318• vales 58008 Mkt O.C. 161e.998 orO21e1C5p4'10152(9 39089 30006 46000 89006 164484 27015s 2¢088 36408 740106 374109 69408 51859 341®9 412108 09 112000 2Anchors 8)4.76" Mtn 0.4 / Sundae 01015et)C09(Rik 9) 74000 74008 690105 148508 1424 59 WA 59000 WA 055108 WA 880M WA 682.0 BIB 137706 1660 80 4A19l9590288• M84 MC. 1519Mea1 (or Oriel) C0p 018' 1) 808 de 76808 194800 NIA WA 705 be NIA 786108 WA WA WA 11612106 096 E6 112009 6Arch0rs91.71' 4 Arc0n4903' MIRO.C./ 0128 Angie Cops/(F105) 75)93 7 530109 166004 1806 On 560 tte NA 760109 74806 88004 18112159 662019 1327108 109009 8Arch= TIM. 0.C./(2)248Ardis Cqn/Mg. 8) 117009 117000 102009 2140 me 28440s 84008 N/A 1140 Its 112209 1320 MIs 783810s 1021188 WA 9 1.34' Wu. 0.0. /UCllp• Into 97) WA WA NA WA WA NA WA 6/4 NA N/A WA NA NIA 3 Archon 65 .1231Alum Atm (Flis 18 WA WA NIA WA WA A NWA WA WA 44208 66000 6Arcron®0.642Ancho®2.68" MMIgt0.Ci FC08 ap(F1 Anchors 37004 97006 3150 0 743 1116 72 06 20008 NA 9480 8 NA 440159 WA WA 311 In 61109 6840.1 84008 3Arc hors ®1.71• Mtn. 0.C./FCOp(Rg.116 443109 52610. 97591 0780s NA I1/4 35306 WA 965101 NA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR FIGURE 1: • FIGURE 5: • • FIGURE 2: • • • FIGURE 3: • • FIGURE 4: • •• • • • • • • • • • • • • •• FIGURE 8: • • • •• • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. • •• •• • ••• • • •• ••♦ •• • • GL CL • ( R5� • MyST BE US IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ENT FORMULA: (DP ) X / ANCHOR CAP. „„) F ANCHOR CAP... `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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)F 4EE%HAtT ?FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GEI +L 1:ISTAI•LATION METHODS. • • 5)LINFAR IiITE{0 ATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE `OCATION§.• • 4� • ��LL • 4)1BUBSTRAiES: C 0NL.IlETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT • (010U)6HALNCONIIORY TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. MINUM 9h7LLLEE 8863-T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 i3AUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .250' 2.000"- 4.000" 2" X 4' X.25• MULUON Z 0 J 2 m 2 z 2 ZQ N enU a 2 N km 114 ((0 m (0 1 0 1O z 2 (13 N O PRODUCT REVISED 0.4 9omplyi 16 wld10608 Fla(td• ecceptgco90 ,G-0218.03 Acceptance sl Expirati,.� Dale S[=nL.(. loll By Warn Dade PfOdo01 Com `111111111/ I// \,\�1,�,j7 I.iNN M/////// / ��t.•'•1•CENSE .• P HI' 0,0705 n. • O SYk g p •.Zp fE01° : S A. LITS 4'N{ILLLR, P.E. FL P.E.# 58705 ••• • • • • • • • • • •• • ••• • • • • • • ••• • • • • • • • • • • • • • • • • •• •• TABLE 13A Mullion Capacity Table (57eflt8) 2x8x.26 Alum. Tube Mu1110n 501, Rectangular Loading 1 6001 Opening Width (tor vett ally -sparring mLUlons) or Opening Height (forllottmntallpsparrirg mullions) 12001 70In 80 In 001n 1001n 1400, Tr07fl0a1 Leading Rectangular Loafing 1 Trep?dmg. Leading 1 Reolanpdm Lowing Trepnxmn9. Loadng Rectangular Loading Trap/Marg. Loading Rectangular Loafing hap/Tdmg. Loadng Rectangle"( Loadng Loading Rectangular Loading Trap/Tdang. Loading Reolangdar Loadng TreplTdmg. Loading 16001 Re0le gufar Loading Bap/Mang. Lowing 1 11 11: 1 1 la 11 1 11 la 1 11 ID 1 1111 11 1 a11 1 11 2: 1 1 11 la 11 1d 42 In 48 In 50.82513 54 In 801n 63 In 86 In 72 in 701n 76In 90 01 08 fn 105 In 111 In 120 In 144 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 683 170.0 500 170.0 092 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 021 170.0 1736 170.0 521 170.0 170.0 708 170.0 524 170.0 850 170.0 584 170.0 002 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1083 170.0 080 170.0 170.0 1700 TABLE 13B 747 170.0 583 170.0 808 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 170.0 1793 170.0 758 170.0 2082 170.0 768 170.0 1083 2207 2301 170.0 170.0 170.0 707 170.0 612 170.0 058 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1504 170.0 858 170.0 1913 170.0 681 170.0 2231 170.0 001 170.0 2050 170.0 170.0 085 170.0 701 170.0 1083 170.0 767 170.0 1240 1700 078 170.0 1417 170.0 944 170.0 1594 170.0 008 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1003 170.0 2833 170.0 170.0 621 800 756 881 1003 030 170.0 746 170.0 1110 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 1700 1078 170.0 1650 170.0 1122 170.0 2231 170.0 1180 170.0 2603 170.0 1171 170.0 2076 170.0 170.0 170.0 974 170.0 789 170.0 1169 170.0 003 170.0 1384 170.0 1002 170.0 1558 170.0 1068 170.0 1753 170.0 1155 170.0 1048 170.0 1210 175.0 2338 170.0 1278 170.0 2727 170.0 1288 170.0 3117 1063 170.0 878 170.0 1215 170.0 1009 170.0 1406 170.0 1126 170.0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2126 170.0 1387 170.0 2550 170.0 1408 170.0 2070 170.0 1529 170.0 3400 170.0 170.0 1122 170.0 937 170.0 1346 170.0 1080 770.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2882 170.0 1320 170.0 3140 170.0 1694 170.0 1161 170.0 007 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1684 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3589 3883 170.0 170.0 170.0 170.0 1171 1288 1830 1705 1790 170.0 170.0 170.0 1328 170.0 1144 170.0 1684 170.0 1328 170.0 1858 170.0 1408 170.0 2125 170.0 1653 170.0 2391 170.0 1703 170.0 2850 170.0 1918 170.0 3108 170.0 2120 156.0 3413 170.0 2273 138.5 3413 170.0 2381 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2207 170.0 1704 170.0 2550 170.0 1062 170.0 2833 170.0 2095 180.0 3199 170.0 2330 137.1 3190 1936 2470 120.0 3199 158.1 1594 170.0 1409 170.0 1013 170.0 1547 170.0 2231 170.0 11370 170.0 2550 170.0 2078 164.8 2701 170.0 2271 148.3 2781 181.0 2333 123.6 2781 140.4 2281 105.0 2781 125.0 2234 02.7 2761 118.0 170.0 1038 170.0 1454 170.0 19138 170.0 1700 170.0 2203 170.0 1932 170.0 2621 170.0 2149 151.0 2632 102.3 2245 130.6 2632 140.4 2216 113.6 2832 128.4 2193 07.8 2832 115.1 2120 85.4 2632 1003 170.0 125.1 1771 170.0 1588 170.0 2125 1700 1859 154.4 2252 159.9 1961 135.1 2252 141.4 1084 120.1 2252 127.2 1938 108.1 2252 118.1 1015 00.1 2252 09.8 1872 772 2252 88.0 1838 01.6 81.4 2425 2100 2096 1880 1584 128.8 1445 104.3 193.1 1423 89.4 1554 78.2 1584 80.7 1393 69.5 1584 72.3 1373 52.13 1584 135.7 1358 82.0 1584 66.0 1330 44.7 1564 49.2 1305 39.1 1584 44.4 1283 Anchor Capacity Table (lba) Anchor Cap Patterns FT Wood Metal Embedment cto 390 Bs 390 Re 450 lbs 690 En 1844 IbB 210 lbs 280 the 354 En 741) 7130 900 the 1780 Ito 3232 Bs 540 708 tbs 1460 Bs 374 Ito 7413 lbs 1100 Bs 1010 Ibs 2595 lbs N/A 040 lbe 1065 Bs 780 lbs 780 te 1580 lbs 1890 the 540 Bs 580 lbs NIA 780 lbs 1500 lba 1360 the 1080 Iles 1120 tbs NIA 1520110 WA 084 lbs 1272 Bs 948 Bs 1592 lbs 748 Ibs 1498 Bs 1780 0:0 113501119 2100 lbs 1440 Bs WA NIA 1320 [ha WA 1500 Bs NIA WA WA 1892 Ms 3784 Ba WA 341 lbs 682 lbs 1363 lbs 682 Ite 1363 lba 2045 Itis NIA NIA WA WA WA NIA NIA WA terA WA NIA WA NIA 2 Anchors 9) 4.08'10n. 0.0.1 F429 tiM9 10T 390 Bs 390 tbs 450110 890 lbs 270163 354 Bs 740 On WA 838 Bs 880 Ibs 700 Ms 505 lbs 1208 Ito WA NM 470 lbs WA 533 lba WA NIA 946 Bs WA NIA WA 442 Bs 885 Ms 1770 Bs 535 the 1770 Ws 580 Do 1120 Ms 2240 110 1120 lbs 2240 tbs WA 341 Ms 442 Bs 3380 Ibs 1430 Ihs 2881 580 On 802 lbs 685 lbs 1120 Ms NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • FIGURE 5: FIGURE 2: • • • FIGURE 3: • • • • FIGURE 6: • FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: • 11.3 • FIGURE 7 • te :00 :lie 1: • • • FIGURE 11. ANGLE ANCHOR CAPACITY ADJUSTMENT FORMULA: r ANCHOR CAP. ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MUUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MUWON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250" TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES S140W SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION 1.11 to to CC 2 ko 1-1 pRe.dbucr REVISED as complying with the Rai& Building C.ada Aceepiattoe No 101•402.5 15? .03 BMiyam,, 0,\0177.1 1. .1.1. I. 1. A. Llitsitkf MILLER, P.E. • • TABLL 14A Mullion Capacity Table (Ibefita) 1.26"%2.11" XTub•Mulm Opening Width (for Ier6calty-spanning millions) or Opening HaIght (for hodmntalry3panNng m119or1s) 5010 601n 701n 8010 901n 1001n 12049 1401n 160In Rectangular 1.0551.9 Tr449Tdm8. Loafing Reotangulm Loading T14pniang. Loading Rectangular Loading bagmen Loading Reolengular Loading TlapTdeng. Leading Reotar5ular Loading Treprrt00 . Leming 900000gular Loading 71444746151. Loa4ing Rectaneuiar waive 7notTdm51. Loading 96548 polar Loading TraplT4m51. Loading Rectangular Loading Trap/788 p. 1.004151 11111/111//11111111111111111//1/11111/111/11 144.2 III 528 187.0 III 428 1202 III 526 143.9 III 419 103.0 III 528 138.9 III 414 90.1 III 528 134.8 III 411 801 la 528 1 134.1 III 411 721 III 826 134.1 III 411 00.1 III 628 134.1 III 411 81.5 III 528 134.1 III 411 451 III 528 134.1 la 411 1430 Rs 4249 4849 906 403 1060 333 80.8 403 94.7 328 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 318 48.3 403 708 314 40.3 403 78.0 314 34.5 403 708 314 302 403 78.8 314 50.625 in 82 3 382 91.0 301 688 382 79.3 284 58.8 362 71.9 289 51.5 382 87.2 288 45.7 352 84.6 284 41.2 382 83.8 283 34.3 362 63.5 283 224 362 83.8 283 2E7 3112 83.8 283 54 N 87.8 318 74.1 267 565 318 84.2 281 468 318 87.7 258 424 318 63 5 253 37.7 318 50.8 250 33.9 318 49.8 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 13049 49.5 258 83.1 219 41.2 208 45.7 214 35.3 258 40.7 210 308 268 37.2 207 27.9 268 34.9 204 24.7 258 334 203 20.8 268 32.2 201 17.7 288 32.2 201 165 L. 268 323 201 113 In 42.7 234 45.6 200 35.8 234 39.1 185 30.5 234 34.7 192 267 234 31.6 189 23.7 234 28.4 188 21.4 234 260 184 17.8 234 2268 183 163 234 28.5 183 13.4 234 28.6 183 " g 68 N 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.13 213 23.1 170 198 213 227 169 15.5 213 71.2 16 13.3 213 220 158 11.6 213 219 188 721n 29.6 179 30.1 185 23.9 178 25.8 162 30.4 179 22 5 149 17.9 179 20.3 147 18 9 179 18.7 146 78 In 24.3 161 25.4 140 20.3 181 21.8 137 17.4 101 19.0 135 15.2 161 17.5 133 76in 225 162 23.5 133 13.8 152 78.9 131 16.1 152 17.5 128 TABLE 14B Anchor Capacity Table (lbs) AnchorClip Patterns 81006018 2.81 Catuete 3.63 Cue. Haw COU F4EOCMIJ PT Wood MOS Archer type 3116' 51C0131rda1 1/4' Ota Lamm 5(16'5400 UBreean 3/181 Pico U91mon 114' Pico Ullman 1/4' SS Eko AggeGa u 131113. Elco Ultimo' 114'9S Eta Arge00701 810 SW Scow 9X9 8128101 Sow (35) 812 Steel 54146 (n5) Edge Delarc5Oaa 1' 2.12 1' 212 3.116' 1' 2112' 1' 2.62' 2 3-7191 2' 048' 954' 0.324' 0085830811(68 134' 1314' 134' 1414' 2' 1-144' 1-144' 1-114' 1.114' 1-3M' 1.114' 2 1.918' 138' soles 4 Archons ®3. Min..C�/ (2) 2c5Angle Caps / fig 17 7501bs 700 075 680Ito 1580 MDs 1896 ata 640 Ps _I 680.3 WA 7E0 00 748 Ito 860108 1692 Its 602 •s 885123 1430 Rs FIGURE 1: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IIt "(RS. • • • • • • 41xS• USSTIBATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • OONOREIE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • *flew SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125" • • • • • • • • ICI STZFL•STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT L TT 126"fHICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. 610 & 612 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • •• ANCHOR ANCHOR CAP...,,, (DP,,,) X ( } ANCHOR CAP... MULLION CAP.„..„., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 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. • ••• •• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • 11 • • ••• • • • • • r r -1.266'- .125' 1.26' X 2.11' X .125' MULLION (INTEGRAL FIN MULLION) Z 0 J g W z 2 co U 0. N CO yf21 m 1 1 co W y 0 J 2 3 15 •c C5 mo 1 N O lc` O k'3 FRPnMUCT REVISED as complying with 1ha Florida Building Coda (roorta.. n3 Acceptance Ab Ewpimtioa, /1' Q2I T ��.1 t ,1111 111111 �• �`�101(LYNN (:",•••‘,NCENSE • • 44 i 140.08705 rl �,c \.• A(OS2lOI:'•'C0 A. LYI4141M)LLEt, P.E. FL P.E.# 58706 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• TABLE 15A 3.26" 30 DEO. AL BAY MULL 50In 601n Mullion Capsofty Tabte (lb86t2) Opening Width (for weNca*sparcing mldlons) or Opening He ght (for horizontally-eparntllg mullions) 1201n 701, 601n 90In 100In 42 in 48 in 60.82519 84 5, 801n 63 in as In 721n 78In 781n 8010 00 80 Rectangular Trap/Mang. Loa480 Leadn0 11 170.0 170.0 170.0 170.0 170.0 170.0 170.0 110.8 110.7 110.8 72.1 111 In 120 in 144 TABLE 15B 80.4 41.7 30.4 30.4 17.8 11 820 708 747 797 885 830 074 880 790 750 883 495 391 370 317 220 170.0 435 Reotanguta, Trap/Marg. Leming Loading 11 la 1 Reoloogdar Lowing Trep?datg. Loading Rectangular Loading Trei Tden9. Loading Rectangular LoedI g Ttepthieng. Loadrg Rectangular Loading Trep!f4eng. LoadingLosithe Recharger hap/Mang. Leming 140 In Reotang4er Lowing Treplyde09. Leming Reclaim/Mr laming Trepn6ang. Leming 1 11 i1 a 11 �{{ 11 la if 11 11 1 11 170.0 744 170.0 478 170.0 888 170.0 600 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 170.0 624 170.0 850 170.0 084 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 800 1622 1613 170.0 880 130.5 1735 170.0 170.0 683 170.0 896 170.0 631 170.0 1048 170.0 884 170.0 1188 170.0 773 170.0 1348 170.0 747 1842 1443 170.0 768 138.0 1449 170.0 788 117.3 1822 1443 170.0 170.0 170.0 170.0 812 701 170.0 068 170.0 891 170.0 1118 170.0 764 170.0 1278 170.0 803 160.4 1363 170.0 837 1442 1363 170.0 856 120.3 1383 170.0 081 103.1 1363 170.0 1063 170.0 797 167.0 1218 170.0 878 148.1 1218 170.0 044 120.8 1218 169.8 936 110.0 1218 162.1 824 07.4 1218 148.1 913 832 170.0 170.0 746 170.0 1110 170.0 850 1602 1160 188.8 933 131.4 1180 163.0 914 118.8 1100 141.9 898 1E5.1 1160 134.2 818 67.8 1150 120.7 871 76.1 789 152.4 1040 166.8 881 130.8 1048 148.6 684 114.3 1048 123.1 650 101.6 1048 123.4 899 91.4 1048 118.0 830 782 1048 100.4 821 65.3 1218 1180 1048 147.9 125.1 784 117.4 880 116.0 748 100.0 880 110.8 734 860 880 100.0 722 78.2 880 92.0 712 70.4 880 882 703 567 880 792 693 eeo 99.8 780 108.4 678 852 790 93.3 603 74.8 700 83.9 652 88.5 780 76,9 643 582 790 71.7 835 48.9 700 85.1 824 00.3 42.8 115.5 74.4 81.1 42.8 657 92.3 780 88.1 644 79.1 700 860 832 692 750 77.1 621 81.6 780 70.8 812 664 780 667 e08 482 7550 59.4 694 38.8 880 700 750 170.0 146.1 1282 1082 78.6 62.1 582 021 680 768 681 913 870 818 888 818 600 861 683 02.0 481 812 583 84.8 483 46.1 583 48.9 478 40.1 883 44.4 488 38.1 583 40.9 482 30.0 869 38.2 482 268 443 353 49.0 495 51.6 435 424 400 44.8 427 37.1 498 39.8 421 33.0 495 38.1 415 408 332 939 24.8 495 400 212 583 495 34.8 391 35.9 348 29.8 391 31.1 342 28.1 391 27.8 337 232 391 24.9 333 20.13 301 22.6 328 17.4 3611 19.7 321 14.9 391 33,3 28.0 17.8 688 445 384 315 1 11 149.1 114.2 102.8 002 73.1 88.7 67.1 44.0 37.4 34.6 22.5 78.8 1740 1622 1443 1353 1218 1160 1048 880 780 750 683 405 1 11 170.0 170.0 170.0 170.0 148.1 1202 108.2 78.4 81.6 55.6 31.8 25.0 it 621 880 768 881 013 870 818 888 817 588 442 390 392 30.9 335 32.0 370 33.0 330 27.5 370 28.8 325 24.0 370 26.3 920 21.4 370 22.8 316 192 370 20.9 382 18.0 370 305 289 252 317 26.0 284 31.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.0 273 17.8 203 Anchor Capacity Table Ohs) Anchor Clip Patterns 2.78 Concrete 3.5k Cono. Holm CMU Anchor Ade 3118' Mao Ultracon 184' Mao Ottoman 5/18' Eke Unman 311110 Deo 1.111moon 1/9 ES Elers Aggratlator 5/18' Mao Macon Fdled CAW 114' ES Elm Pt Mod 010 Sled 412 Steel Sorrow (05) Wed 012 Steel 801(IN (051 2.1/2' 3118. 1' 2' 2' Embedment (Mk 390 An 390 lbs 450 Ros 890 lbs 1700 (be 14/9 270 tbs 280 Ma 780 tbs 780163 790 Ma 2370 lee 2525 Re 540 Ms NIA 1120119 1120 Itts 058 Ms 2254 Re NIA 740 Es 1120 lbs NIA 1059 Ms 374 lbs 748 Ws 720 lbs 880 Ms NM 1320 tbs 1892 Ms NIA 0.48' lair 341 Hos 882 Ihs 14/13. 442 lbs slides 580 1120 lbs 10221bs 1D7 Ms 1680 lbs FIGURE 1: FIGURE 2: TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • ▪ • • 0 E IL TFIVIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .1 3) 111,10/114 MIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .126' • • • • THIQNSTEEi STUDS Tp A MIWMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • • LliAST .125§ TIgICK AND QC: ALI, AlicHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • TIOBIMATEIRIAls #10 8 INSIANCNORIIINTO WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S. • ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACHY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. -J CO 0 cre 1 PRODUCT REVISED as complying with Me Rierlan Building Code Acooptence No 16-024843 hat on Dale iFtrirl. 21 NV Dada Product 567 05 FL P.E.# 58705 TABLE 16A Mullion CapeoIty Table (1b6888) 3.26" BAY Opening Width (for tertically-spoir g mullions) or Open(ng Height (for horizontaiy-spaming means) 3.50 Oda. 8011 601n 7011 60 In 90In 1001n 1201n 140 N 18041 3118 Ekol9bmm 171 FJwUaraam Rectangular ).004910 14671740ng. Loafing Rectangular Lowing Trap/Wang. Loading Rectan•dr Loading T3epfhlang. laming Rectangular Leong )ap(74an9. Leaden Rectangular d Leebre TrepiTdre.Rectangular Leering T . R r T 4. T4��ing Rectangular Tm� . Rectangular omm Tree/Team (05) 46 MULL g i a ii ii a ii I ii a II ii 1 II ii h 11 ii I il 11 a ii il la ii II a li il a ii il a ii il a ii il a ii 11 a ii 11 a ii il a ii 1 a i 11 a ii 85 i7s TS 42 N 170.0 820 1700 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 560.3 1671 170.0 821 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1837 170.0 680 122.8 1637 170.0 160 50.62571 170.0 747 170.5 583 570.0 898 170.0 831 170.0 1048 170.0 884 170.0 1495 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 758 128.1 1552 170.0 758 110.4 1552 170.0 758 541n 170.0 707 170.0 1312 170.0 958 170.0 694 170.0 1116 170.0 744 170.0 1275 170.0 803 170.0 1434 170.0 037 155.2 14555 170.0 858 129.3 1455 170.0 881 110.8 1455 170.0 881 97.0 1455 170.0 881 80 41 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1300 170.0 844 139.7 1309 170.0 998 125.7 1300 583.5 994 100.8 1329 157.1 982 89.8 1309 167.1 982 76.6 1309 157.1 982 0341 170.0 930 170.0 745 170.0 1118 170.0 850 162.9 1247 170.0 940 142.5 1247 184,5 003 128.7 1247 1528 805 114.0 1247 144.3 952 95.0 1247 138.2 030 81.4 1247 135.7 035 71.3 1247 135.7 935 889, 170.0 974 170.0 709 170.0 1169 170.0 603 145.4 1150 183.7 985 120.9 1190 147.9 945 115.4 1100 138.5 928 103.9 1190 125.4 914 88.6 1190 1193 898 74,2 1190 118.1 893 84.9 1190 118.1 893 721n 181.8 1010 169.8 877 134.7 1010 144.8 859 115.4 1010 127.2 842 101.0 1010 114.7 028 89.8 1010 105.8 017 00.8 1010 06.9 807 87.3 1010 00.8 795 67.7 1010 97.8 790 503 1010 57.7 789 78In 137.4 988 143.8 792 114.5 908 1220 775 98.1 908 107.1 781 85.8 006 982 749 78.3 900 882 738 88.7 900 02.3 729 57.3 906 74.7 718 40.1 008 712 710 423 008 70.8 708 78 b1 127.1 881 1325 754 105.9 881 112.5 738 90.8 801 98.8 725 78.4 881 88.5 713 70.8 861 81.0 703 63.6 881 75.4 694 53.0 881 80.1 881 45.4 881 64.5 675 39.7 681 83.7 672 90In 82.7 848 55.4 574 88.9 648 72.1 584 59.1 848 629 554 51.7 848 58.1 545 45.0 848 509 537 41.4 848 47.0 530 34.5 848 41.5 519 29.6 840 38.2 811 28.9 848 363 507 980 68.2 588 70.1 508 58.0 688 59.1 499 48.7 588 51.4 491 42.8 868 45,8 483 37.9 588 41.4 478 34.1 588 38.1 470 28.4 588 33.4 459 24.3 508 50.5 452 21.3 588 28.7 447 108 41 47.9 449 40.9 405 39.9 449 412 399 34.2 449 35.7 383 29.9 448 31.7 387 28.6 449 28.8 382 23.9 449 28.1 377 20.0 449 227 308 17.1 449 20.4 381 16.0 449 18.0 356 11111 44.1 42$ 45.0 385 38.5 475 37.9 379 31.5 425 32.8 373 27.8 425 29.1 387 243 425 28.2 382 221 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 120 N 34.9 384 35.6 331 29.1 384 29.8 326 24.9 384 25.8 321 21.8 384 22.8 317 19.4 384 20.5 313 17.5 384 18.7 309 144In 202 253 20.4 233 18.13 353 17.1 230 TABLE 1613 Anchor Capacity Table (Ma) Subetate: 2.7k Concrete 3.50 Oda. Hollow 0.51.1 FBIed(2dU PTW4od Metal 8116•Ekw 3118 Ekol9bmm 171 FJwUaraam 114'SS Ebo 8118' Elbe 354' 88 Etoo 010 Sled 812 Steel 012 Steel some Anchor Clip Patterns AmlorType 371FEbot)meoon 144'EIaoUNeaoo f3Ueaa Aggtedate. 1950041 Aggra0elar Screw (GM Some 935) (05) Edge 048050 545 1' 2.1137 1' 2-112 3-118' 1' 2-173' 1' 3-1/2' 8' 3.118' 2' 0.48' 0.54' 0.324' Embedment NU 1.314' 1474' 1.314• 1.3/46 2' 1.1746 1-114' 1-154' 1.174' 14/4• 1.174' 2' 1340' 1.318' 10088 2 0005310 59 5' Min. O.C. / (2) 2113 Angle Ceps f (F55. 18 39000 390 Ns --4-MIIIN 80008 170050 270 Op 280458 354138 74008 374 580 720110 94808 34188 442 708 560555 4 Ambos ®33• Min. 0.C. I (2) 248 Anglo Clips 1(F1g. 2t 78088 ..____ 78008 ...-__ 78008 ....` 1870Ib8 ...,.o.... 2525lbs nna.. m. 54008 um 560 Re AAA inn WA N/A 112000 1058 ma 748 t0s WA 680 tb a 1320 Rs 16921bs WA 682 0s 102208 89508 13270s 1120 03 Ma lbs 6 Atrcmse R 2.71• k0n. 0.0. / (2) 3i5Arg18 Cepa 7 (Fb. FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • MUILIONNfD MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • • L TOBE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. i1 E OW SUGGESTED, APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• 4SSUUSTj, lES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. W00D SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 60 OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEASS,7 ' THII�KtC AND A39. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE M4TERUy..fiji & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. •• • • • • •• • • ANGLE CUP (FIGURE% 1.3) MOST MUSED IMPAIRS. • • •• • • • • ••• • • • • • • • • • • •• • • • • STMENT FORMULA: CAP.,,,,,,, (DP,�)XANCHOR ( )=ANCHOR CAP.=, MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125' LL N m 8 co J 2 cc lZ MO t0 8 1 b O Aa 1 O Acece Y to PRODUCT REVISED as complying with the MIA& Buitd'mg Code Aewieneoe No 16.0%18.03 Ea ,. Ian Date yF'?L/. 2021 `�� c�( LYNN /117/�,"/,� No. 51705 -�.a S�6 :I:1 .--,16'... STkT Of• 4'1.: A. LYNNIQAILLER;P.E. FL P.E.# 58705 ••• • • • • • • • • • •• • • • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • .125" .125" 1' X 2' X .125' MULLION 8083-T8 ALUM. XSECT1ON .375" MIN. .375" MIN. X 2 X .375" MULLION 8083 -TO ALUM. X -SECTION -'-.125" 2.000' STANDARD CLIP 606346 ALUM. XSECTION 2 .125" 5.500' CUT HERE TO .375' 3.125" '1 _ CREATE F -CLIP. SEE r MIN. DETAIL F, SHEET 4 .125" 2.750' 1.000' �-- .125' .375' 1' X 2.75' X .375' MUWON 6083-T8 ALUM. XSECTION 2.125" U -CLIP 6083-1-6 ALUM. X -SECTION 4 -I .740' .338" MIN. rE -- STANDARD CLIP 6083-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMUI M + 5.500' 1 _.376' MIN. .125" 740- • 2 • OFFSET CLIP 8083-T6 ALUM. i!'VIEW • • • •• • • U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER • •• • • • • • ••• • • • • • • •• • •• • • • • ••• • • • --I 1.000' 1' X 2.75' X .630" MUWON 8083-T6 ALUM. X -SECTION -r 2.000" i 3.126' 1-1.000".4 1' X 9.125' X .5" MULLION 6083-T6 ALUM. X -SECTION 2X5 ANGLE CUP 6083-T6 ALUM. XSECTION .125" 3.188' F. -1.250•--I 125" X 3.188' X .285" MULUON 8063-T6 ALUM. X -SECTION 2X5 ANGLE CUP 6083-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/16'. Mull DImenslon (sheet to POT Part # Mullion Std. Clip Offset Clip U-Cilp Angle Clip 1" X2' X.125' (5) 86805 868113M 6661116M 888243M 686511M 1" X 2' X.375" (8) 688008 866114M 6681119M 688244M 668512M 1° X2.75° X.375" (7) 86607 686115M 6681120M 686245M 688513M 1" X2.75" X.850" (8) 66808 688116M 8861121M 668246M 686514M 1" X3.125' X.500" (9) 68837M 6861116M 6861114M 688242M 888515M 1.25'X3.188" X.285'(12) 66841M 8881117M 8681113M 868241M 866516M 1.28" X2.11" X.126' (18) 69370 N/A N/A N/A 866517M NOTES: • • •• 11 I.OLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • •• t SE: SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. • •• 3) WE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 1.26' X 2.11• X .125' MULLION 0063-T6 ALUM. XSECTION Dimension Value (In) For Mullion: A 1.825 1' X7 X.125° 8 2.654 Aluminum C 0.895 Tube Mullion D 0.740 A 1.126 B 2.404 1" X2' X.375° Aluminum C 0.635 nbe Mullion D 0.490 A 1.876 B 3.000 1' X2.75'° X C 0.767 .376 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1°X2.75"X B 3.000 .660' C 0.476 Aluminum D 0.838 Tube Mullion A 2.000 B 2.637 1' X3.126' X .500" Alum C 0.863 Tule Mull D 1.137 A 2.626 B 3.282 1.25° X3.188 X.285' Alum C 0.862 Tube Mull D 1.762 1.28 X2.11" X A 1.813 .121" Alum Tube Mull an k0] co 2 0 N Z W 0 0_ 0 0 J 2 co co (00 1 0 cv W 0 Ms - 1 N O k °RODUCr REVISED as complying with me Florida Building Code 140."07-J .D Acceptance ram. Daie i4'F'R/{. 47.4021 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000' 1.000" )--- --I 1.000' r' 4.000' .125" z - 1r12b' 1 X 4' MULLION 808346 ALUM. X -SECTION 1.250' .125' 1" X 4" X .375' MULLION 8083.78 ALUM. X -SECTION 1.250' .375" .082.1 .0.63" • L.j%/// •3( .062�/iJ� � i■ .4387� 4.000' 2.825" 1' X 4' X .375" 'IT -MULLION 8083-T6 ALUM. X -SECTION 1.250' .375" 3.250' ice; 3.250" --I .820• F:1- 100' 1 100' .100' 3.84' 100' .624' -•-I .820. 1 - ---I .820' 1- 1.25' X 3.25' X.100" 1.25' X 3.25" X .624' 1.25' X 3.94' X.824" MULLION MULLION MULLION 8005.76 ALUM. 8105-T5 ALUM. 8005-T5 ALUM. X•SECTION XSECTION X -SECTION .125" 1 100• •125° STANDARD CLD' 8083.78 ALUM. X -SECTION .125' .375' MIN. 2.875' 3.125" .125" 5.500" CUT HERETO '375* �, DETAIL CREATE FCLIP•SEE 1 I DETAIL F, SHEET 1 r -i L_7 J For Mullion: 1 i I I I 3.687 r 't a 1.000 .125' L J 2.680 A(umfwm CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. STANDARD CLIP 6063413 ALUM. TOPVIEW -01 740' .125' 2.126" U -CLIP 8083-T8 ALUM. X -SECTION iii 2X5 ANGLE CUP 8083-T8 AUJM. X -SECTION .126' CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR 0.0. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/18°. 30° BAY MULUON 6083-T3 ALUM. X -SECTION .228"-T {-•.981'+•• 3150'45- BAY MUWON • • •913iT6 ALUM, 4, • I• •/�• • 9ECT80N • �; • • • • • ;yy ; I•t % • • • • •• • • X- • • • �a ••• 1,,..,981.4• •• NOTES: 1) HOLES TO BE DRILLED IN THEJIEIipjQL.LOWIN(ERAENIIONAL REViI9TION§ GIVEN ON THIS SHEET. • 2) SEE SHEETS 5-20 FOR SUGGiSTEDeAPPROXIWA'E HOLE 1i)CA'IONSe • •• • • • • • • • • • • • 3) SEE SHEETS 2-4 FOR GEItR•AL INS -9 ATION INE•1110IJG. • • • ••• • OFFSET CLIP 8083.78 ALUM. TOPVIEW U -CLIP 8083-T8 ALUM TOPVIEW TABLE C CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. 5.000' MIN. Dimension Value (In) For Mullion: F 3.687 1"X4' X a 1.000 .125' H 2.680 A(umfwm 1 3.000 Tube Muillon F 3.187 1°X4"X G 0.767 .375" H 2430 Miens mt I 3000 Tube S'T' F 2250 1.25" X3.26' 0 0.750 X.106• H 1.500 Aluminum I 3.250 Tube Mullon TABLE C CONT. Dimension Value (1n) For Mullion: F 1.938 1.25' X3.25" O 0.500 X.624' H ' 1.438 Aluminum 1 3.250 Tube Mullion F 2.625 1.25 X3.94' o 1.125 X.624' H 1.600 Aluminum 1 3.250 Tube Mullion F 2.813 30° Bay Mull F 2.875 45' Bey Mull .375" MIN. 2X5 ANGLE CUP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet 9) POT Pelt 8 Mullion Std. Clip Offset Clip U•CIIp Angle Clip 1' 1(4" X.125' (10) 89384 688111M 8881122M 888241M 888518M 1' X 4' X .375' (11) 88810 886112M 888112314 686242M 886519M 1' X4' X.375 T (11) 88853 56811214 6881123M 888242M 686518M 1.25• X 3.25' X.100'(13) 20160 8881127M 8881124M 8882410M 888811514 1.25' X3.25' X.624" (14) 20181 8831128M 8881125M 8862411M 8685118M 1.25' X3.94" X.824' (15) 20182 6881117M 6881128M 686241M 858517M 30 Degree (19) 88849 N/A N/A NIA 8885110M 45 Degree (20) 88850 NIA N/A WA 8885111M N m m Z 0 Er) Z W 2 0 0_ U Z0 O 8 1 1 •�Z !�O O eO Y 0 1.0 b1 co O co F005MJCT REVISIID as complying with are Florida Acceptance Code (f•-0218 .0 Acceptanoa No 3 P. pimliDate / P By 41(eP duct Siam Dade Product o. , .j. -":: 1.10.50105 A''Vl y�b •, TE P ©.C' •'•., PLOR10�'•'• SCJ j` ] p� L N� ittl F�R,`K.E. FL P.E. 68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mull Dimension (sheet 8) POT Part# Mullion Std. Clip U -Clip Angle Clip 2' X4" X.25"(16) 66802 888261M 666271M 8885112M 2" X6" X.25' (17) 86804 888262M 886272M 8885113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" r-•--2.000'—"� 2• X 4" X .25" MULLION 6083-T6 ALUM. X -SECTION .375' MW. 2.000" 125' STANDARD CLIP 6083.78 ALUM. X -SECTION .125" 1.490' 3.600' 5.500' CUT HERE TO CREATE F -CLIP. SEE DETAIL F. r SHEET .376° MIN. / l _ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18", CUT HERE TO CREATE F -CLIP, ,376' _ SEE DETAIL F. f MIN. SHEET4 1 U -CLIP 8063-T8 ALUM. )(SECTION F.375' 3.438' U -CLIP, 6063-T6 ALUM. SED FOR 2° X 4" MULLION 18 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/18". • ••• • • • • • • • 2'X6&.25'•• • M•LOCH, • • • 6083•T1PALUIM. • • *MOTION • • • ••• •• • ••• • • • • • • • • SiRNDARD CLIP .260" • • • • • • • • 663T6 ALUM. • • • • ',TOP NEW • •• • • • • •• • • ••• • • • • • U -CLIP 6063-T6 ALUM. USED FOR 2' X 6' MULLION, SHEET 17 TOPVIEW 2.000' i 2X5 ANGLE CUP 6053.76 ALUM. X -SECTION .126' 3.438' 5. 5.000' MIN. .376" MIN. 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 6003.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/16'. 5.000 138' r L_ -- J — -1 --- J 3.4, / l _ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18", CUT HERE TO CREATE F -CLIP, ,376' _ SEE DETAIL F. f MIN. SHEET4 1 U -CLIP 8063-T8 ALUM. )(SECTION F.375' 3.438' U -CLIP, 6063-T6 ALUM. SED FOR 2° X 4" MULLION 18 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/18". • ••• • • • • • • • 2'X6&.25'•• • M•LOCH, • • • 6083•T1PALUIM. • • *MOTION • • • ••• •• • ••• • • • • • • • • SiRNDARD CLIP .260" • • • • • • • • 663T6 ALUM. • • • • ',TOP NEW • •• • • • • •• • • ••• • • • • • U -CLIP 6063-T6 ALUM. USED FOR 2' X 6' MULLION, SHEET 17 TOPVIEW 2.000' i 2X5 ANGLE CUP 6053.76 ALUM. X -SECTION .126' 3.438' 5. 5.000' MIN. .376" MIN. 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 6003.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/16'. 5.000 138' 1 r 1 L J — 2X5 ANGLE CUP 6063-T0 ALUM. TOPVIEW __,.375" MIN. .375' MIN. yy}}N AV N m 11 0 f0 1 d• 01 coco 0 O 2 O rSODUCT REVISED a wiM d>a Ftufkk Buildi�Coda Ifo-O�d 8.83 Accomplyingceptmreo No iratron Dale gas ) „`L{LI{III//. , N L.TNN 4 :/'/,, `P��,•'' \\CERISE No. 58705 A./l1.14414 F IIL R, P.E. FL P.E.# 68705 • • • • • • • • •• • • • ••• • • • • • ••• • • • • • • • • • • •• • • ••• • EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS M HEAD ---- SEE FENESTRATION PRODUCT'S APPROVAL 72' MULLION LENGTH 1 SEE DETAILS. SHEETS 23 r L____ NO ANCHORS IN WINDOW SILL 32'37 MULL WIDTH 1.___ OPENING WIDTH SEE DETAILS, SHEETS . 2.3 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. 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 RECTANGULAR WADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT 1S AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 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 NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1' X 2.76" X .650' MULLION (LENGTH = 72', OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF 41-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 812 ANCHORS AND THE 2X5 ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-80.0 PSF. THE OVERALL MUWON SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X{ 636 LBS) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -1 r- 3 VERTICAL MULLION LENGTH 8 OPENING HEIGHT FOR HORIZ. MULLION 7m 38'. HORIZ. • I 36'. R0R12 MULL LENGTHS MULLOEN^' • •• • OPENING WIDTH FO•VERTICP MU•. •• ••• •• THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 23/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1'=105"AND THE OPENING WIDTH IS 30"+36'+1" =73'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/6" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7. THE 1"X 235' X .375' MULLION (LENGTH =108', OPENING WIDTH = 801 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2' X 4° X .250' MULLION (LENGTH = 108°, OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 36'+38"+2'=74". NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STIU. APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-112°+35.112'+2'=73'). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED 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 FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULUONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X 260' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72"+2' =108'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2' X 4" X 250' MULLION ((03 LENGTH = 42'. OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS 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. USING THE 2X5 ANGLE CLIPS WITH (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED • • • ANCHOR CAPACITY OF 521 LBS. • • • • • • • • • ••• •• • • • • • • • • •• • • • • • •• • • • • ••• • • • • • FOR THE U -CLIP IN THE HORIZONTAL MULUON TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR • • • ANCI • •• NCIjDR TYPE ISA#12 STEEL SCREW. • FAM ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU: +/-170.0 PSF FROM THE 38' HORIZONTAL MUWON ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THEIOOMEBADESIGN PRESSURE IS +/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. • • • VER Y TH D,ry•� ION PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION PRO 1jC WI [L APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN AC RD C,p TH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. CITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH 15 GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE (V 143 (V kCO W 0- 1 1 1 U B�yyrn 8� 0 co gggg0 co ma. PRODUCT REVISED as complying with Ila Florida Building Cad 16.021$•O Acceptance No •� pi1ai Date 113,X• /2021 By // J Mian Dade Product `,111111111lit \ `1saN� LYNN >4t/Z,1/, /7/ • 140. 53705 / o V ' CY (� '•• S' A(E 0 • PtortIOPs ." " %M'I0NA1- `��,`'s A. LYNN MILLLIR, P,8, FL P.E.# 58705 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • ••• ••• • • • • ••• • • • • • • • • • •• •• • • EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED i /' f 7 _ SH/DH / SDH SH/DH T SHlD4H �• �/ i -! LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED i /' / i — SH/DH — V' / SDH / SHlD4H �• �/ i -! LOADING OF VERTICAL MULUON WITH INTERSECTING HORIZONTAL MULLIONS H/DH /' / i — SH/DH — - 'f' ; r A 0. LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED _7 — / — / I / •• HINGED DOOR 0(3, • • • • • ••• -• • •••-•—•—•- • �� i r �• • • • • •• LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION • LOAD NO OF VERTICAL MULLION LOADING OF VERTICAL MULUON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • ••• •• • • • • • •• ••• • •• • • •• •• • • • • • • • • ••• • •• • • • • • • • • •• • • • • PW EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: SOD 1'1 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULUON LOADING OF VERTICAL MULLION PW H PW _ LOADING OF (2) HORIZONTAL MULUONS LOADING OF VERTICAL MULLION SOD i • LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 6 6 N L N 1E' 1 0. Q z O PRODUCT REVISED as complying with the Florida Building Cale Acceptance No hal Date `� 1.14:1..1;.11(11,.////, v‘GEN&E..•'•A ti ;4 S "r No. 58705 _ • FL P.E. 68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Fiorda peparnent? Busines�?� Profess! Regulation aas Hones Lop In User Ratstratfnn Hut Topica Submit Surcharge Stab S Parts Product Approval LD5 Public Us ( FL Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@tcws.cc Technical Representative Erin Koss Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss®cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Page 1 of 2 Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer L,Z Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florkia License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urlch, PE Certificate of Independence •••• • • • • •••• • • • • •• • • • • • • • • • • W Validation Checklist - Hardcopy Received • • „•••• • • • • • • •••• •••• 7 Q i& $-8441.0144.VJPiP1•')df •• • • • • • • • •• •• •••• Referenced Standard and Year (of Standard) Standard • • BEA AAMA/WDMA/CSA/101/LS.2/A440-08 • • • •2008 • • • ASTM E1300-04 •2094 • • ASTM E1886-05 • • • • 2005 • • ASTM E1996-09 • • • • % : • • PA/TAS 201/202/203 1994 • • Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obi%2fIZm6... 6/24/2015 Florida Building Code Online P:: e 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/15/2015 04/21/2015 04/25/2015 06/22/2015 FL * Modal, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider 115-8200 PVC Horizontal Slider, IMPACT, 74" x 63°, XO or OX. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVFIZ: Yes Impact Resistant Yes n Pressure: +60/-60 ()then Large Missile, 74° x 63°, DP +/- 60 psf. Outer lite In I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation instructions FL16736 RI II CWS -8718 (HS -8200. 74x63.JMPl,odf Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf FL16736 R1 AE EvaIRei CWS -8718 LHS -8200 4X63 IMP).pdf FL16736 R1 AE Ouanex (Mikronl NOA 12-1017 02.od( Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111° x 63", XOX. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/-60 Other: Large Missile, 111° x 63", DP +1- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. In HVHZ. Glass compiles 10 ASTM E1300-04. Installation Instructions FL16736 RI II CWS -8690 (HS -8200 111x63. IMPI.od( Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf FL16736 R1 AE DuPont SGP NOA 11-0624 02 odf FL16736 R1 AE EvalReo CWS -869B (HS -8200. 111x63, IMP) odf FL16736 R1 AF Ouanex (Mikronl NOA 12-1017 02.odf Created by Independent Third Party: Yes LEE West Canrn,_! I la :: 1940Horth Homan C. = .. Te zrrasaua FL 32399 PGareL 650-487-1924 The 5t to of Florida is an M/EEO erneidTer. Coovrioh 2007 13 Cee cf FI ,io. •PHSOOLSIatitraltitaresxicrha v aaranv.nt •, g Under Flmlds law, email addresses are public records. If you do not want your e-mail address released in response to a pulatc-recordsrequest, do not send electronic mail to this entity. Instead, contact the o 1toe by phone or by traditional mall. If you have any questions, please contact 950.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, ikensees Licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the licensee. However moll addresses are public remrd. X you do not wish to supply a pommel Wren, piesso provide the Dapartmerd with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS„ please dick hem., Product Approval Accepts: •••• • • • • •••• • • • •• • • • .unit Gied/itte • •••• • • ••• • • • •• •• • • • • • • • • • •• • • • •••• • • •••• • •• • • • •••• • • • • ••• • http://www.floridabuilding.org/pr/pr app_dtl,aspx?param=wGEVXQwtDqu8obl%2fIZm6... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of +1-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 446 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 56 Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -869B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101 /I.S2/A440 '08 4) Supplemental Calculations to support CWS -869B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -86913 • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13- (1129.271, 3- O129.271, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. 11-0624.021 • Requires Quanex (Micron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 56 Ed. (2014) Florida Building Code for use in this •••• product. •••••• • • • •• • • • Certification of Independence: I do not have, nor do I intend to acquire, nor will I acgi i tMnanc$al interest in Custom Window Systems or in any company manufacturing or distributing pitllh*hS•for which • this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, affithfiEW1 intent • •. in any other entity involved in the testing or approval process of this product. "" "" otiola69116 iDdFo@I 0 :m@ 0REgW p . l 444 '°`GENS ,°*'154S ®® No 58201 ®13 II 0. rg y• is,V,, STATE OF ..1 4111141 • • •• •• • • • • •••• • • • • • s • • • • - • • 4/18/2015 •••••• Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 22:21-04:00 64 HORIZONTAL SLIDER - LARGE MISSILE IMPACT • MAX. SASH WIDTH • • • • • • • • • • • • • • • • • • • TABLE OF COVENT& • • • • • • • • • GENERAL NOTES II ELEVATIONS.........1 GLAZING DETAILS 2 SECTION VIEWS & GLAVIG4KIIAILS3 • • • EXTRUSIONS & 50.M • ANCHOR SCII-1EDULE a ItTES: • • INSTALLATION DETAIL • •... • • • • • • • • • • • • a . • • • • • • • • • • • • • • • • • • • • • • • • • • • 581/4' GLASS 01.0 GENERAL NOTES; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (PBC), CURRENT EDITION INCWDING THE HIGH VELOCITY HURRICANE 2ONE (84Y1-12) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM 51996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 6-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5-1300-04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 8 FOR ANCHOR DETAILS WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT RC-OLARED. THE IMPACT ROTA' LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINOS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SELL. & SERIES / MODEL DESIGNATION HS -8280. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X OPERABLE SASH, 0 FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT. 1/4r LOCATED 4' FROM BOTH ENDS, 17. $ 14 try BAAA. VVCIINI-1 I -Unlit YAM il DESIGN PRESSURE RATING IMPACT RATING 111° MAX. UNIT WIDTH 1 31tx 63" +1- 60 PSF LARGE MISSILE IMPACT 4915/16' GLASS DLO ,--- GLASS OLD ......._._ 1/4" X. 4NGE ! !GNI- i ar MAX. 1.9417 HEIG I ! F i ! ' HT i 59 9/15* SASH HEIGHT [ B X , 1=> 5613/18 GLASS DLO 0 X 1 <=3 ..... DD B 0 e lk VP "1 Lt . CtiN, 1 - .. ..__ c • MAX. SASH WIDTH • • • • • • • • • • • • • • • • • • • TABLE OF COVENT& • • • • • • • • • GENERAL NOTES II ELEVATIONS.........1 GLAZING DETAILS 2 SECTION VIEWS & GLAVIG4KIIAILS3 • • • EXTRUSIONS & 50.M • ANCHOR SCII-1EDULE a ItTES: • • INSTALLATION DETAIL • •... • • • • • • • • • • • • a . • • • • • • • • • • • • • • • • • • • • • • • • • • • 581/4' GLASS 01.0 GENERAL NOTES; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (PBC), CURRENT EDITION INCWDING THE HIGH VELOCITY HURRICANE 2ONE (84Y1-12) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM 51996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 6-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5-1300-04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 8 FOR ANCHOR DETAILS WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT RC-OLARED. THE IMPACT ROTA' LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINOS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SELL. & SERIES / MODEL DESIGNATION HS -8280. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X OPERABLE SASH, 0 FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT. 1/4r LOCATED 4' FROM BOTH ENDS, 17. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING : - 1 31tx 63" +1- 60 PSF LARGE MISSILE IMPACT 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Lucas A. Tumer 2015-04-11 15:17-04:00 WINDOW SYSTEM 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC PVC HORZ SLIDER IMPACT et uJ to LUCAS A. TURNER, P.E. FL PE & 5E1201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS TEF 10/11/13 CWS -869 SHEET 1 OF 6 wer OVERALL ME" ANNEALED OR TEMPERED -1-j- 1/4" AIR SPACE 7/1ES" LAMI 3/16' ANNEALED —. - .0Sa SENTRY GLASS IONOPLAST INTERLAYER 3/16ANNEALED PURPECT GLAZE "H* SIMPLEX SR CLASS TYPE) FIXED GLASS 00 000 • • • • • SO • • • • • • • • • 00 600 •S • • • • 00. *0 • ••• • • • • • • • • • • • 01 • • • • • • • • • • • 00 • • • • 00 • • --1... 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 00 00 • • • •• •• 1100 • • • ••• • • wr OVERALL 1M" ANNEALED OR TEMPERED --- AIR SPACE WE' LAMI VT ANNEALED —G90 DUPONT FIVE INTERLAYER PLIRFECT CRAZE 1-r SlIcAREK 562 MARS IRTE GLASS TYPE B SASH GLASS (ii i.iii SYSTEMS 19SOSW44THAVE. OCALA, FLORIDA 34474 WWW,CWS.CC 4 w.11-0, PVC HORZ. SLIDER IMPACT '41 tu g Q • : < 2 s 4b,rft, itz?, to. saloi 'Y *Lf 1131 STATE OF AV 4111/2015 LUCAS A. TURNER, RE. FL PE # 58201 1239 JASARA AVE NORTH PORT, 91. 34258 PH. 941-380-1574 614tt-r DF_ZomonoN, GLAZING DETAILS CWS -852 1 SHEET 1:1 2 OF ATE 0,11/13 INTERIOR INTERIOR SECTION VIEW B -B SECTION VIEW A -A • ••• •• • ••• • • • • • • • • • • • • • • • N VIEW C -C • • • • • •• 0 • •• •• 41 TE FIN FRAME ••• • • • • • HEAD IMPACT HOOK (IYP.) MIDSPAN OF SASHES (ITEMS 44 848) X SECTION VIEW D -D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. NOTES: - EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIANCE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 120 (011S40111 PVC HORZ. SLIDER IMPACT fel (LI 6Q� nTi O z eltiaREqf ��@iSvim•ritEere<"'!)% 47-7/° No 58201 `t �,I o#p # * 2ro? irm 5»* STATE OF 4'11!" 1404__,ONA4 woo 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34289 PH. 941-380-1574 SNEETDEMITIPTION SECTION VIEWS DRAWN BY: TEF DATE: 10/11/13 DWS e: CWS- REi B SCALE: 12 ••• • • • 0 ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 3 OF 6 PARTS UST ITEM 1 2 3 s 6 7 8 9 10 11 12 13 14 15 16 17 18 19 PART 6 DESCRIPTION VINDOR (MATERIAL 11-9049 Main Frame, SHMS, Flange, PVC Mikron 1 PVC H-1881 Fixed Rall, Hay Duly, Aluminum Keymark I Alun 9-6077 Cover, HD Fixed ROI, PVC Mgvon 1 PVC P-4638 48 x 2 1/2" Ph Mod Truss Type A TEK Alex Steel P-3342 Seam Sealer, SM•5594 Schnee 1 Silicone 9-1776 Roller Tlack Keymark 1 Alum 8-6013 Screen Adopter, Jamb, PVC MIkron I PVC 6-6014 P4479 Screen Adapter, Head & SIII, PVC Weep CAeNN c1/ Flap Mikron I PVC M&M { Nylon S-&064 Glazing Bead Mlkron 1 PVC 114050 Sash Meeting Rail, PVC MTuon 1 PVC 114051 Sash Pug FII, PVC M81ron 1 PVC H•6052 11 -140 - Sash Top/Bol. Rall, PVC MIkron j PVC Relnt. Sash Mesa. Ran Keymark { Alum 11-1498 Reinforcement, Sash, Slde Rall Kerne* 1 Alum 11-1698 Reinforcement, Sash Pug Reil Keymark 1 Alum P3429 Watp., 0270 x .187 back FinSeal, GxQ Ultrafab P-3783 Lock, Impact, PVC Interlock 20 21 22 23 24 25 28 27 28 29 30 91 32 33 34 35 38 37 P-4051 98 x 1 1/4" Ph Flat Tek, Wht. Fastenal 1 Steel P4069 Keeper, Impact, PVC P-3539 118 x 3/4" Square PH Tek, Whl. Fasters] 1 Steel P-4968 Rotary Lock Kennok P-4633 8-32 x 1/2" Banal Fastener Interlock P4952 Keeper, Flotary Lock Interlock P-4779 Roller, Tandem M&M 1 NVton P-3541 88 x 1/2' Cued PH 1EK 2 Zan: Fastenal 1 Steel GLASS SEE SHEET2 CARDINAL 1 GLASS Pur ect Glaze 'FP or Sika8ax 552 14a111e11Sgka 1 St800ne P3028 P-3218 Set. BR., 85 Dur., 1/8' x 7/8'x2' Lg.. Screen Frame Frank Lowe 1 Rubber Alimetai 1 RalIForm P-4754 Screen Corner Key Agmetal Nyi071 P4755 Screen Corner Key w/Safety Tab Allmetal 1 Nylon P-3029 Skin Pull tab Summit P3033 Screen Spring Fla. Spring SS P -31x18 Screen Spline Cepa P4772 Screen Cloth, Fiberglass 40 41 42 49 44 P4113 Screw Supped, PVC Team Plastics 1 Rubber P-3752 Cap Plug, 112' Hole M&M 1 Nylon 9-1577 S-1112 Impact Hoolt,Ferns,Anbe Reinforcement, Head, Jamb* • • r K° rnitk j,.AIum • Ko/mak • 1 Alum S•2000 Impact ChalwrI, Sas • • • • ik Alum 45 48 47 P-3748 S-19619 68 X5/8 Ph FHREK•TRc •, 2, Pend • • 11J Steel Impact l ,Frame,Headx -� Keymark Akan H4048 Main Frame, SH/HS, Fin, PVC MIkron PVC 48 49 S-6055 P-5250 Roller' Rat*, PVC, (ArON18) Lock.1mpaTt, F1lppgr • • FIVk Milson ••• • tnterlack• PVC • • • 50 P4730 98 x 1/2",�i MoLtfN6 Ei� • . • • F•sl�l • •• • • • • •• • • ••• • • • • • T3 Ur 219118° CORNER CONSTRUCTION (tAr r..s troll 1 PVC FRAME FLANGE -6848 PVC FRAME FIN -6048 /8" -- HD MTG RAIL -1681 CORNER WELD /ALL SIDES) 1:8 PVC SASH MTG RAIL -9080 PVC SASH SIDE RAIL -9051 PVC SASH TOP/BTM RAIL -8052 PVC HD MTS RAIL COVER .8077 is 3/16" 6" PLAN VIEW -1989 7/8° ..1..1/16" HEAD IMPACT HOOK -1999 �0 3/16' 1 Lb' PLAN VIEW -2000 PANEL IMPACT CATCH - 2000 ft PLAN VIEW -1877 UNE ITEMS NOT USED: 4, 38-39 1 r 0 3/18" ALUM SASH IMPACT HOOK -1577 3/16" FIXED MEETING RAE. SCREWED TOGETHER WITH OUTERFRAIEE 1:8 PVC HORZ. SLIDER IMPACT 1/19' 15116' SASH MT3. RAIL -1497 4' SASH REI'IF -1699 7/16" - 1 1/4 1/16' S.B.RJS.S.R.- 1488 1/4' 7/6' PVC 0LAZEBEAD - 6084 1/16' ROLLER TRACT( - 1778 9/18° GLAZE BEAD -1112 1/16' PVC SCREEN CATCH - 6013 1/16' PVC ANTI -UFT - 6005 1/2" 5116" r, 1 1/9' 1/16' PVC SCREEN SUPPORT • 8014 NOTE ALL EXTRUSIONS ARE ALUMINUM 6083-T6 MISS OTHERWISE NOTED. yyyy g wZE a m 2 Q W W „1RRf,If //I 9400CJ 1 " a sc.„.�,,,,10EH �t N• 3.9'201 s�rtA :14 Too STATE OP JV/v` 4/11/2015 LUCAS A. TURNER, P.E. FLPE858201 1239 ABABA AVE. NORTH PORT, FL 34288 PH. 941-1574 SHEET OE9c prleee BOM AND EXTRUSIONS /RAWN BV: TEF DATE: 10/11/13 owe 9: CWS -889 REV. B SCALE: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12 SHEET 4OF8 6' MAX (TVP.) 6' MAX (TYP.) it MAX. O.C. (TYP.) NOTES: 3' (TYP,) 3' (TYP.) ARI 161/4° MAX. D.C. (YR) SEE NOTE 2 x 0 x .1rII ) INSTALLATION ANCHOR (TYP.) 4' MAX. (TYP.)-- 4" MAX (TYP )--1 MAX. O.C. (R.) 8° MAX. at (TYR) 0 x ANCHOR LAYOUT • (F1N 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2SHIM AS REO 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. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED Si THESE DRAWINGS, SEE TABLE 1, SHEET G. 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 BE PROTECTED TO PREVENTANCHO�REACTION. 8. INSTAL ATIO3) IN TAB S9tiE ilE IN A�CONANCE WITH ANgFJOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W rrH STRENGTHS LESS THAN THE MINIMUM • • 6. ANCHOR EMBEDMENT i0 SUBSTIPA7SYALb8E•9EWS* WAIL DRESSING OR STUCCO. FOR CONCRETER:MU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE INSTALLATIONS TO SOUR C NiCRET1 OI4GY>gU►F1 sI)CMU NOW INCLUDE BUT DO NOT RECURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO 14016.0WCSIS REC6Il9E THE USL•OPRX SUCKS BETWEEN THE PRODUCT AND SUBSTRATE, 7. A MINIMUM CENTER -TO CENTER SPACING SHALL SE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, r FOR WOOD AND METAL. 8, WOOD OR MASONRY/WOWS, BUCI$•1ND CK FAS/4I6RS SMALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL IdEERTHE MINIMUM STIENSTH REOINRENENIS AS SHOWN IN TABLE1, SHEET 0. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. • • •• • • • • • 9. SEAUNG AND FLASHING TEI (Ee FOR $NATER REbIS NCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100( WIN ) FM/0/01A GE 41,70Wir FMNWDMA 250(BOX WINDOWS), FMNAAMAAVDMA 300(EXTERIOR DOORS) ••• • • • Cr ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 011S411111 411111 WINDOW 1800 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CG PVC ROM. SURER IMPACT i+' 09 B 4/11/2015 LUCAS A. TURNER, P.E. FLPE868201 1239 dABARA AVE NORTH PORT, FL 342 PH.941-31574 l3iSt8PTi00.: ANCHOR SCHEDULE AND NOTES TEF 10/11/13 DW86 CWS -869 125 REV: B SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER MOE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT SNOW RANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE Milt EDGE DIST. SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 IM MAX. SHIM 1/4 MAX. SHIM MN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MN EDGE DIST, EE TABLE 1 FRAM GE CONCRETE (2.0 KSI MIN.) FLANGE FLANGE FLANGE FLANGE FLANGE FLANGE FIN TABLE 1: APPROVED INSTALLATION FASTENERS NICMOR TYPE 8/16" (TW TAPCON irlarMgtrrla. 1-1/2" COMAE -left RalIN: • • GROUT -FLED CMU (IISTAICABO) • • • 2X MK SOUIIRERN NNE(G.185518 • •• ••• •• • • • „D ffs ELCO ULTRAOON 1' 1' • • veir ELCO UL1RACON • • • filf ilW TAPOON • • IRELcOULTRAcON i 2-1/2' 1,4Yr 7/W .2X MIN. SOUTHERN PINE (G-0.55) 16 GAUGE (0.060) MIN. STEEL STUD (33 KSI • • • 1/8" AWN (soull's MAaL)OR • • ihr srvelt. (33 RSI MN.) • • • • 2X mai. souTi-rtei PtIE 11:0;05: • 00 WOOD SCREW I -3/W 7/r 610-15 HILTIKINIK-FLEX OR ITN • • lITEK&SELF-DRELING SCREW • WI IMFWE 5 SELF-TAPPIAA3 / DrtUr SO‘EW • a#801* SCREW FULL THREAD 1141:ILI 0.058' 711, FULL THREAD 11 -IRU 0.125° 7/1V 1/W PERIMETER SEALANT BY INSTALLER INSIDE ANO DUT MN EDGE DIST. SEE TABLE 1 1Id MAX SUN• ,—SUBSTRATE SY OTHERS SEE TABLE 1 (3 HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTAI IPR INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHNO FIN BY INSTALLER (D HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR 130X INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE RANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PVC HORZ. SUDER IMPACT :0 el eet w 6 1 9 * 8TATE OF tAsZ•tiNo 80201 * ss R 1.9 Pee %.6./04A. tie At's0 4/11/2018 LUCAS A. TURNER, P.E. FL PE I 58201 1239 JABARA AVE. NORTH PORT, FL 34208 PH, 9414E0-1574 INSTALLATION DETAILS