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Home My WebLink About22-4673entities REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 653.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever Is greater, for each subsequent remspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental water management, + state agencies federal agencies, OCCUPANCYComplete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO BEFORE C.O. CONTRACTOR SIGNATURE ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIREJ PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax -813 780 0021 Building Department Date Received Phone Contact for Permitting 1 813 908 0131 &festal 14941 W-FTV Owner's Name Brisky Owner Phone Number 813-780-8193 Owner's Address Owner Phone Number Fee Simple Titleholder Name [N/A Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS E��:B:rent�ood �Dnve �Zephyrhllls, �FL 33�542 LOT # SUBDIVISION [:iv�f �O.ka PARCEL lD#[ �_26_21 �0020_()��00_00�c�� (OBTAINED FROM PROPERTY TAX NOuCE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL cc same �n in a&esame so p sy aw' a sa size ""' cdpmc'� 'so ace same &I size Impact ant y oor. DESCRIPTION OF WORK EPA: 1 5213 1 NOA 20 :�4 0 0_ 0'6 20_0 06 03 _ _ 01 4 2_04 02 _4 1 BUILDING SIZE SO FOOTAGE= HEIGHT IL X k X W V_ k k X)t W W I W k e, �L WE X k It X k W_ k t WE IL k 1E k X It -L AL k k E It k 9 k [:K:]BUILDING :7� 5 0 0 = VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING = AMP SERVICE PROGRESS ENERGY W.R.E.C, VALUATION OF MECHANICAL INSTALLATION Y 611 1�) SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Weather Tito Y N FFF CuRRF-�_ All SIGNATURE I Address L21 194 �Clwbri, �DrTam�paFC3ZO7 License# I CGC1515541 ELECTRICIAN A�-T'� COMPANY E SIGNATURE REGISTEREE :�,, N �11-101R;I=NLY I:N�= Address License # PLUMBER NfA COMPANY SIGNATURE REGISIFFIEF Address License #E::==�� MECHANICAL COMPANY SIGNATURE REGISFLRU I =N---1717 CURREN Address License # F— OTHER N<<A COMPANY SIGNATURE RLG]STERFE L_=Y,=N_1E1 CURRII =Y1 =N Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stannwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Lite Safety Page, (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 durripster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —'PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner A Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) - Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofis if shingles Sewers Service Upgrades A,1C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they maybe required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required bylaw, both the owner and contractor maybe cited for a misdemeanor violation Linder state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, If the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this application forwhich they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be. due, call be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance Furthermore, if Pasco County Water/Sewer I mpact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2.500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all lam regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Run ys. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V' unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall, - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a pen -nit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if vQrk authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 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 FLORI DA J URAT (F. , 03) 40W T TER OR AGENT 0 crib d n, ea rib d and s\oo a ff� �)f e�421� I _, by re as �n a is/ re personally nown to me or hes1have produced as Identification. Public Commission No MEMMEMWAHMEMMEM as identification. Notary Public Commission No. sy- BER 4" All- 0 14&%7 0 ;0 ;,, � 'T � *, , 0 , Q ;`� Podied %0 = Z *,�s " 14W7 1=0.0 zZ 41blic U011 . ��411C % ded litoa N KAM) a STATE INSTR#2022182595OR 13K 0674 Pc, 2326 Page 1 of 1 08117f2022 03:01 PPS Root: 2493305 Res: 10.00 IDS: 0,00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit Number Parcel ID Nusnbsr _m NOTICE State of Fib 'de County of -------- THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Section 713,13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT, 'f pDescriptlon of property (legal description): a) Street ( job) Address; 2.Ganoral description of Improvements- Repiace Size for Sizo vvinduws 3.Owner Information or Lessee information if the Lessee contracted for the improvement, a) Name and address. A _ _ _ b) Name and address of fee s`smpl tfeholder (if different than weer listed above) o) Interest In property, Ocaner 4,ContractorInformation a} Name and address: Weather The Windows 2119 W, (�olurnt us Dr, Tampa, FL 93607 b) Telephone No.: 813-906-0i31 Fax No.: (optional) 813- 8.0134 5.3ure (I# applicable, a copy of the payment bond is attached) a) Name and address: N/A b) Telephone ldo.: c) Amount of Bond: _... 6. t.ender a) Name end address: NIA b) Telephone No 7. Persons wlthht the State of Florida designated by Owner Macon whom notices or ether doournents may be. served as provided by Seofion 713.13 (1) (a) T, Florida Statutes: a) Name and address. NIA b) Telephone No.. Fax No.: (optional) 8.e-ln addition to ha nssif ear herself, Owr��r deslg�at�a of to receive a copy of the Lienor's Notice as provided In Section 713.13 (1', (b), Florida Statutes_ b)Plane Number of Person or entity designated by Owner: NIA 9. Expiration date of notice of corn menc a ent (the expiration date may not be before i#:a cornpi�e or! of constroution and final payment to ;toe tractor, but will be 1 y r irorrt the date of re dire unless; a different date Is speciffeds _ _ _ 20 __ WARNING TO OWNER: ANY PAYMENTS MATTE Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE O COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, ENT, _ under alty ofpall rr, i deci�r>s ththat f haveread the forego-ing nottca of coma-ertcernent artd —thatthe facts stated therein are true —the of my ono ledge ad belief. 14 (at( to ner Qr a, or Ownr sa or Lasee g's ( taxed Offiror/C7lrautarfParYn stivT rag c) (Prlrt Nam and vide t nat�€yra TP j The foregoing Instrument was acknowledged before me this __-� day a# by as _ _. (type Ofauthot9ty, A. ofC ir. hustsa, all nayhfaatl for as Contractor {Nm of Person) (type or authority. -cae. officer, t€usWe., attomey to tact) for ` ( irama of party on behalf of whom in0rument was executed) Perso"Kno Produced fit Type of ill DL I Notary Signature Print name iPatrick Venegas CommIsSiON # W221377 EXPIRES: April 2022 Wed TPPJ gg ��'d dfddpgtS=�. Yb, NArY Jack NFAMEM City of Zephyrhills Building Dept Hello Jackie, / Please see attached 1 package for window/door permit in your jurisdiction. I know you all are doing walkins but I don't want to get behind a builder with multiple submittals so Im providing this for you to get ready and III come at a slow time. (9 111 pick up these both together. Please email when approved and ready to pick up and pay, Thanks. Jack Abrams Permit Coordinator Weather Tite Windows, CGC1515541 813-908-0131 THIS CONTRACT made this Day of 'Ucn%� 26 Address- City�}Secondary Phone: accordance With the Tornis and Conditions below and with approximate measurements and specification I, Sailer 6�gtees sell, and buyer agrees to buy, all those materials, and labor necessary to install thesame as set fortli in the following SpeciOcationsand in a E.k `£ •^'&'" YL�P'Y +#^' t"�fl vaA.a. eva*Ct ML N t .�&�4 M�^ i�i.,±+ti1M+re� 19 67?..f �P'4• � .0 6++"Rt. x.Ys di°.. 8 t'0.4 r"'hPDd "� . Installation does not include painting andlorstaining. Thkv price reflects all trade-ins, specialsonddiscounts. TOTAL CASH PRICE $ DOWN PAYMENT AMOUNT $ UNPAID BALANCE $ AMOUNT T FINANCED" $ j0ubject,to credit approval and existing,interest rates with approving institution. IF CREDIT, NO. OF MONTH5 - CREDIT CARD # CREDIT CARD TYPE ETA DATE BILLING ZIP CV'? 1, Any holder ofthis consumer credit contract is suftteet ro all claims and defenses whiuh'the dcluor could assert against the stillar o£gmods or services obtained pursuant hereto or with the proceeds hereof,' lteciwpery hercond r by tho debtor shalt hot.exceed anthems paid by the debtor heraun 1cr. Venue of payment discrepancies io be datermimaYby Weather Tite Windows only. 1 )layer agteos to accept delivery of materials after notice from Seller of lire installation doll°' After.S days past the date of installation if buyer refuses m accept deliver}, achenp c: of .% per weak shall be added aas a storage ice, llowever, Seller shall not be liable l'or any delays noised by toot; dirr'strikes, acts or God, factory dciacts or other causes beypud'its control, 3. This agreement is fbi-the bcncfit or� and shall beIthiding upon, the parties and their respective lreirs, successors and.asjgtM 4. Buyer authorizes Seller to make inquiries brothers concealing credit iu%rtradinn, including, but nut limited to procuring consumer eeporis from consumer reporring agencies. 5; Any install that roquires seivice nr services during the base ofiustall itiou that does notof%et the tth uctutut integrRy of ixoducts is, and will be, considered a complete, install and to m oviTor agrees to par"m flail at time tat#nstail, fill servicas will be reported to office, schaduled and cotrid6ted, with buyer understanding ilint all parts arc custom and time, is needed for manufacturing. HoniebNvner may %viiiihold an amount equal to estimated cost trtrecticrn,from fired payment only. Payments received shall be applied first to huarest on all outstanding invoices and then to the principal amount aitho outstanding involce(a); Customer agues to play interest of 1 111 %per mouth (A1 INUAl PEftCErf ACii RATE OF t 4%), awnless otherwise required by law, on the balance of arty unpaid amounts, If Cusiomer,does not make payment, Contractor shall be entitled to recover from Customer all costs ofcolleetum incurred byCommato , mcluding attarneyts fees, costs, and expense, C�llection'enaitces may be processed through litigation ormbitration at the stile idstaction ttf Contractor.'rho failure ofCustomer to rnake.proper payrrund to Contractor where due shalt entitle Contractor, at its discretion, to suspend all work, shipments atttllpr'tvatmrik#es until frill paymentis made or teiminate, rids contract. G. All Bend Restrit;ted Communities, condos`ond Immatovners association members must assist in approval ifproducts. Any required approvals ara the sale, responsibility ofthe hoineownet:. �7a Buyer is solely responsible rormoving furniture, removing and replacing blinds"it anyslarm systems near or aturched to any opening that,work is biting perfornied, WeatherTite `talindotvs will not be financially responsible for damage otsuch items, farm#ure, and/or floors or Tiny other damage incurred by Buyer, Buyer's home or property whatsoever. ftc Both parties agree that arty dispute arising from this agreement shall be kept private and cant dential and not fled or recorded in any public accord. The Buyer agrees to heap this transaction and any issue athang fratix this transaction private, and not to discuss, publish or disseminate any infoimationwithout prior'written consent of Weather Tito Windows,A dispute arising from this contract shall be hoard byan arbiliatorogrecct to by both parties and paid for solely by the Buyer. 9. Should Contractor employ an anumey to institute litigation or arbitration it) mift rck any oftlau provisions hereof, to protest its, interest in any matter arising out ofor related to, this Agreement, Contractor shalt,be, entitled or, recover from the Customer all orris attorneyis fees and cosrstcxpenscs incurred therein, mcludhig almnity's r s, and custs/expenses hicurred at m diatimr, administrative, appellate or bankruptcy procoodhtgs. M`rhe belle c mvi dion to bi€riding arbitration shalt be for arm-paymem, its which case Weather Tito at its sole discretion they request 'bitration or any other means unloved bylaw, I I,Any and all bounced Becks will be charged a bounced checki'co ofS3€? or the maximunt.urnount alleived,by late should a contract haworo go to collection$ buyer shallvay two times the collection fee iincurred-and any legal or other foils Incurred by Weather Tire, 12AVeathcr Tito is not responsible for resales, taw credits and/or any other 3rd party, progratustimuodives. 13.Shoutd Weather Tito Windows not receive full payment of theabove contxato amount for tiny reasorjivoluding agreed upon reductions in the contract amount,; your warranty from Weather'fite Windows. shall 116 null and void, your onlywourinly shall'be'the minimum I year asrcipored by law where applicable, 14;C imartzatur d#scluicris all liability for all claims under this contract artier tvaira my, disputes, rights, losses, damages, causes of actitim'or controversies ("Claims") pertaining to Mold, growth ofmirld, mildow, fungi, bacteria, or anyorgairism bit any 'surface bribe, winduiv, door, or structure (whether on the "posed or utrexposed'surfacesp, including Claims arising out of it relating to the victection, removal, disposal, or retnadiatia8 ol'any ofaic above, *hcrhat thmsd Claims arise in law, equity, contract, warranty, tort„ or rederal'arstme stannoryclaims, andwhether those Claims ara based on the acts or omissinns.of Columetor or individuals�or entittes'ttnddr Ctintraetor's control, "Elie Customer is $clay liable and responsibleioroll damages, winither aerial or cortsaquential, caused'by any of the above'and incurred by Customer, Contractor or;bird parties. B9 Contractor shall not be responsible for additional costs required due to the existence gfutilities, wen insulation, deteriorated structure or other subsurface or latent conditions that no not disclosed in writing to Contractor. Should concealed or unknown conditions in an existing structure bee at variance with conditions indicated in the dosceiphon oithe work to be performed front those brdiaarily uttataunt rs d su 4l,gartera#tp; recognized as, inl arm t in xuork.t fthe character.pravided.for in this Agrecm;sit, #tie Agreamem price shun be equitably atdjustodupon noticathcreof'fzoru the Contractor to rho. .,. Custosracr. 1 G.Commatt r and Customer agree to altocate certain orIlie risks so that, to the fullest "tent permitted by late Contractor's total aggregate liability to Customer is liaainai to the dollar amount of the Aaraernent for anv and ati mimics, daniatim, elrur is. exncn.sea or claho vxnenses'includiniv atmrneve' fc^ec. eria °.And exoe'oapa t€rie na mt'e—«.,r"„— 9 e,:- n __....__. N . 1 I F23605 C/O sabrina wtvvindows.com +$1908 From: Patrick V < Patrick@wtwindows,com > Sent: Tuesday, July 19,2022 3:04 PM To: Weathertite Sabrina Subject: Ford: Re, Weather Tit e Windows - Brisky Change Order From: Mary Brisky <mabdsky@yahoc;,com> Sent: July 19, 2022 2:56:58 PM EDT To: Patrick Venegas <patrlck@wtwindows.com> Subject., Re* Weather it Windows - Brisky Change Order I have read the email and agree to the changes. Thank you. Hope I finally got it done right— INIARY BRISKY On Tuesday, July 19, 2022 at 11, 17:57 AM EDT, Patrick Venegas <patrick @wtwindows.com> wrote: This Change Order is to ADD — (1) 3080 Smooth BHI 6 Panel Entry Door to the Sunroom. This door is an out wing door with the Handle and took on the right side (outside looking ink. Door comes Preprim ed/unpainted and does not come with a Lock or Handle. Weathertite will instaff any hardware you have at installation. This will add $1,908 to the final project amount. A down payment of $572 has already been made, Please respond that you understand and agree, Kind Regards, Patrick Venegas Vice President of Client Development (813) 409-7888 EP ga ttrick �M�Wi n d o �ws. c ore lZeplace Sis NOV)--T:MPaCt- 0( Neather Tite Measure Sketch Sheet k Ao -04o(.1 Name/Number FL Product Approval :xposure Size for Size Replacement:( Des No 9 a M � MI MOKAM, A a6p I ace SI S Maw- EnfvDoor M } i 1� rz F v l � ... .. ;. i...a ��.i'..fi 1, �{ 1� . 'iA ?. •is �. _.,x §'1:?+e R'M1OYsL�.��v �.ti i�i4�CN"s.�,A�t��' BCTS Home Log In User Registration Hot Topics i Subm t Surcharge Stats & Facts Publications contact Us SCTS Site Map j Links ,. Search .i Product Approval 13, re l' USEW Public User a-,2AC Pc. -aai_i >,y,=,,? > ; u—do r Ap,Pdm& ion a-r`rh > pjcitGo.n,..lij,� > Application Detail FL # FL15213-R4 Application Type Revision Came Version 2020 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD, LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 iickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Ernail 5200 W'Century Blvd, Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastpi,oinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd, Los Angeles, CA 90045 (440)<969-9773 Ext 16 rono „Q 4'4E''f{ i7}d S�t }rCS.Gam "�""'-----_,.�„ .-- Category f Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method cation Report from a Florida Architect or a Licensed Florida Professional Engineer= Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, RE, Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ryan J, King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence 1 3 R ,.S 3I ( ),. ifit _t Awt s .R-alan Deaf Referenced Standard and Year (of Standard) r r 101/I.S.2 1997 101/hS;2/NAFS 2002 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2009 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ME Im Method I Option D 07/21/2020 08/25/2020 08/26/2020 10/13/2020 4) 0 Page 1 / 2 0 0 FL# t Model, Number or Name I Des ription 15213,1 a. Smooth/Wood Grain/White WoodPMµ 671' mpact" Opaque Fiberglass Single Door - Inswing/Outswing (X 1 Grain/Rustic/Mahogany Series onfiguration) Fiberglass Door Limits of Use �5.sdllartllan -Instructions_. Approved for use in HVHZ: No E-LIZI-1 a-LI's, - i �-1 %- plat ,A proved F Verified By: Lyndon Schmidt, RE. 43409 �foruseoutside HVHZ: Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other; See INST 15213.1 for Design Pressure Ratings, any EU52-13- ...{, }, eyqF : zw,L, P additional use limitations, installation instructions and product 1 Created by Independent Third Party; Yes particulars, 15213,2 b, Savoth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 1 Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Installation Instructions l -F,j-jC52j:4',-,.L4- 1 b, 112sill)RI 112 i —, pAt Verified By: Lyndon R Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Rldf Created by Independent Third Party: Yes 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing I Grain/Rustic/Mahogany Series "Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration) Fiberglass Door Limits of Use 'I Installation Instructions Approved for use in HVHZ. No 1 3, jjdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Otherg See INST 15213.3 for Design Pressure Ratings, any ,,p d f 1 E, Ll _52Q_R4 AE �j2 � 3 __(L)oval _ __ L- additional use limitations, installation instructions and Product Created by Independent Third Party: Yes particulars. ----- --- --- - -- ---- 152114 cl, Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing Grain/Rustic/Mahogany Series "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Fiberglass Door ----- --------- - ..... . .... . .......... .... --- . .. . .... . . ....... .. . .... ....... ---- - ----------------- --- ----- - -- .. ....... .. .. ... .... Limits of Use 1 Installation Instructions Approved for use in HVHZ.- No L)-h—LE?)std Pq- Approved for use outside HVHZ: Yes I Verified By: Lyndon R Schmidt, RE: 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A �i Evaluation Reports Other. See INST 15213.4 for Design Pressure Ratings, any EL15AI-ML-AL-W-11m —al 1-sLe, 1-4, pad, additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ........ . .. . ... ------- 15213,5 1-a-Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing IGrain/White Grain/Rustic/Mahogany Series j-'Lip Lite" Glazing - Inswing/Outswing (OXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ- No E113 Approved for use outside FIVER: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 152115 for Design Pressure Ratings, any EL_:Lb additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 152116 f. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing Grain/RUStiC/Mahogany Series (XX - Configuration) Fiberglass boor l _...--- r _� --------- .._ i Limits of Use Installation Instructions Approved for use in HVHZ* No EL UR Un _)S_`h) 11 521116,1 L}Itf', Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.F. 43409 Impact Resistant. Yes Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,6 for ['Design Pressure Ratings, any ; �LILLQ'A 4 ' (b) EygLj.� � ? additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars _ _....e...._ { 15213.7 q. Smooth/Wood gain/White Wood _.... 6"8 "Impact" Opaque Fiberglass Double boor with Sidelrtes utilizing Grain/Rustic/Mahogany Series Snap Frame Glazing - Inswing/Outswing (OXXC? Configuration) 1 Fiberglass Door ... Limits of Use ... ,... a ,. __... Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant., Yes ..sign Pressure: N/A Created by Independent Third Party. Yes Evaluation Reports i Other* See INST 15213.7 For Design Pressure Ratings, any t i iUU, ILA,-,f #?}, Lvar ih 1 . Z._P, df, j additional use limitations, installation instructions and product Created by Independent Third Party: Yes, i ( particulars, E p.. ....._ _...�... .. E.,. ._ .... .,. 15213.8 h. r�ootYrfWood Grain/White Wood L ..M. ,.,.. ,...... ..... ........... . . __ , , w ,.... .....,. 68 "impact" Opaque Fiberglass Double boor with Sidelrtes utilizing Grain/Rustic/Mahogany Series "Lip Lite" Glazing - Inswing/Outswing (OXXO - Configuration) 6 t Fiberglass boor � Limits of Use � Installation Instructions Approved for use in HVHZ: No ) I ur,7 fir.& p Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports i Other: See INST 15213.8 for Design Pressure Ratings, any additional use limitations installation instructions and product Created by independent Third Party: Yes particulars 152119 i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Snap � } Grain/Rustic/Mahogany Series Franc" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions � Approved for use in HVHZ# No d mSALUl {'a) I st 113 ?.pit } Approved for use outside HVHZ. Yes � Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design pressured N/A Evaluation Reports f>tFrar: See INST 15213.9 for Design Pressure Ratings, any L15-U SAL.(D U[y.@, UQ , P1 additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. w --_ �,_._ ..�..w. .. _ v 15213.10 ; j. Smooth/Wood Grain/White Wood ._ ........ __.__ _..... .... .................. ........ . . _ i 6'8 "Non -Impact Glazed Fiberglass Single Door with Spelite utilizing Chain/Rustic/Mahogany Series "Snap Frame" Glazing Inswing/Outswing (OX or XO - Fibergglass Door Configurations) i � Limits of Use t Approved for use in HVHZ; No Installation instructions 3 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant, No Created by Independent Third Party: Yes ? 1 Designs Pressure: N/A 3 Other., See INST 15213,10 for Design Pressure Ratings, any Evaluation Reports i -it additional additional use limitations, installation "instructions and product ( Created by Independent Third Party: Yes particulars: i 15213.11 k, Smooth/Wood Grain/White Wood _..._.._......_......... ... _ _ .__. 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelrtes Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - I Fiberglass boor Configuration) € Limits of Use 1 Installation Irestructipns Approved for use in F VHZ� No Approved for use outside HVHZ: Yes f ,� 1 � h� 5l jj)_List k 21 f i Verified By: Lyndon F. P.E. 43409 Impact Resistant; No Schmidt, Created by Third Pari.yi Yes Design Pressure: N/A Independent Evaluation Reports Other: See INST 1521111 for CDesign Pressure Ratings, any c "'>i h () vs ' Pi, .t,x�tDd additional use limitations, installation instructions and product j Created by Independent Third Party: Yes I particulars. .. ..... ___ ... .... ........... .,_ 115213.12 1, Smooth/Wood Grain/White Wood --------- --------- 6'8 "Non -Impact" Glazed Fiberglass Double boor utilizing "Snap Grain/Rustic/Mahogany Series N Franne" Glazing - inswing/Outswing (XX - Configuration) Fiberglass Door j Limits of Use W...;. Installation Instructions Approved for use in HVHZ: No F t' r?) r t pal Approved for use outside HVHZ. Yes Impact Resistant: No Verified By. Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes- Design Pressure; N/A Evaluation Reports i Other. See INST 15213,12 for Design Pressure Ratings, any I � "�2Y additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. _ _.. _ _._ _,.. _..... ............ .__.. ..... -- _J 1521113 m, Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 68 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Snap Frarne" Glazing - Inswing/Outswing (OXXO - Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ: No 13,p f _Z L_ Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any E_11_5LI_31�4��Ejh)_EvLaj 152Q �JL_ _L j df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213,14 1 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Lite" Grain/Rustic/Mahogany Series N Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No r Approved for use outside HVHZ- Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,14 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213,15 o, Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidplite utilizing Grain/Rustic/Mahogany Series N 1 "Lip Lite" Glazing- Inswing/Outswing (OX or XO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure. N/A 1 Evaluation Reports Othen See INST 15213.15 for Design Pressure Ratings, any E1110-2_12 R4 Ar jj additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 15213.16 i p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No EL ULU-[ 5 21a �16, P& Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Othen See INST 15213,16 for Design Pressure Ratings, any ELj52_tL_R4AE_jjL,1, E 1,13 2 a additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213,17 q. Smooth/Wood Grain/White Wood 16'8 "Non Impact' Glazed Fiberglass Double Door utilizing 'Lip Lite" i Grain/Rustic/Mahogany Series N Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door --- - ---------------- --- ------- ---- ---------- ---- ------- ------ ------- - - ----- Limits of Use installation Instructions Approved for use in HVHZ: No f L_LL1_-3 11_T (I) __JSLQ_.1_7,pU.- Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any i LLj_9ZjLR4 EvQLIUQ L7 p additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521118 r. Smooth/Wood Grain/White Wood ----- -- ----------- -- ------ ------------- — - - - ----------------- 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N 1 utilizing "Lip Lite' Glazing - Inswing/Outswing (OXXO - Fiberglass Door 1 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ- No 1-8 M& Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any additional rL15213 use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15213.19 s. Smooth/Wood Grain/White Wood WO "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X Grain/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use I Installation Instructions Approved for use in HVHZ: No LLL1_521 , R4� b'� I nst 101 LL9,n If Approved for use outside HVHZ- Yes Verified By: Lyndon R Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other., INST 15213.19 for Design Pressure Ratings, any additional &'L�L2 IL! use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15213.20 it. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single moor with Sidelite utilizing 1"Grain/Rustic/Mahogany Series N 11Snap Frame" Glazing - Inswing/Outswing (COX or XQ - i Fiberglass Door Configurations) . �.._ ._. ...... _........ .... ____ .................. .w............... ... ... _ ...€ t €r of tsf tt Installation Xnstructions Approved for use in HVHZZ No Approved for use outside HVHZ, Yes Verified By. Lyndon F. Schmidt, P.E. 43409 i Impact Resistant* Yes Created by independent Third party: Yes Design Pressuref N/A Evaluation Reports Chen INST 15213.20 for Design Pressure Ratings, any additional I F€ t5 1 I use limitations, installation instructions and product particulars. Created by Independent Third Party. Yes Go to Page 0 0 10 Page 1 / 2 ,n ;: 2LOUBU, .r n R T h o f Pnee, . - 7-I�za .The State of Florida is an AA/EEO employer. { y„ ,g�h' „pp7,7613 St of l�rlda :; ELLVry.5".S.ttj.11?j�= �: :: ftefund.Statetrianh under Florida law, email addresses are public records. If you do not viant your e-mail address released in response to a public -records request, do net send electronic hail to this e3ntlty. Instead, contact. the office by phone or by traditlorial mall. If you nave any qu€—dons, please contact 850,497.1395, *Pursuant to section 455,275(i), Florida Statutes, effective October+1, 2012, licensees licensed under Chapter 455, F.S. must provide fl)E Department voth at, email address if they have one Too smalls provided may be used for official communication a§th the licensee. However email addresses are public record, If you do not wish to supply a personal address,. pleaseprovide the. Department vnth an email address vflch can be made available to the. public, To determine if you area licensee under Chapter455, F.S., please click bere . product Approval Accepts! r M E,k Credit s';".tarty plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWING "tmpAcr GENERAL NOTES I . This product has been evaluated and is in compliance with the 7th Edition (20213) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" {HVHZI. 2. Product anchors shall be as listed and spiced as shown on detaii1s. Anchor embedment to base materici shall be beyond wall dressing or stucco, 3. When used in areas requiring mind borne debt protection this product compries With F3C Sections 1609,11.2 & R3101 2.1.2 and does not require an impac-tresistant covering. Tihis product meets ryissite level "Yand includes Wind Zone 4 as defined in ASTM El 996 and F3C Sections 1609,1 .2.2 & R3011.1.2.1, 4. For a stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry constpictlon, 5, Site conditions that de irate from the details of this drawing require further er4heedng analysis by a licensed engineer or registered ssrchiiecL 373'MAX3%A. FRAME M CAVE DESIGN PRESSURE (P$f-) SMNG FRAME DIMENSjot4 POSffIVE NEGATIVE INSWING 37,5"x 82.0" +65.0 -70.0 OUTSWING 37,5' x 80.37" +65.0 -65.0 I R- z C;; 0z x a A M 5 6 tz 43 15 Ez X, N,T,& --- z BY-. JK ely: LFS ra FL-15213,1 ET I OF 7 35.76'MAX. DOOR PANEL WIDTH 2 20 ERIOR- 0D, 24 xm !HOR j--'� VONTAL CROSS SECTION ---4—Hop- 1� (TOP RAIL iOeffufarpvc 10REINFORCEMENT WOOD , Fat lock I ff C29 i-H GE.1,�!!T 01E Reinfar5H rn .......... .... z 1z m SCALE N.T.S. o!, -BrJX �NK. aY: LFS NRAMNG NO FL-15213A sHEEr 2 OF 7 -1 (�2) EXTERIOR 10 HOI?IZQNTAL CROSS SEC77ON Shown w/IX sub -buck 1-114"MIN, EMS. (T-Pj 4 0. 75" fi CSINK (TYP.1 16 INTERIOR 6 EXTERIOR 8'l (21) HORiZOliTAL CRMS SECTION OutTMng shown - inswing aleapproved 2Z........ .. 4 1\4 W ,q FA, g jz z 00,0 Oze Afar g 2 a, 3 inn I z 3 3 3 GL leias S. cr I �\ HORIZONTAL CROSS SEC770M '-13') Ods`.T`n�=Own - inswing 1_14�MJN, S. JTYPj MTS. JK LFS FL 15213,1 HEET 3 OF 7_ m EXTERIOR 11 INTERIOR VER77CAL CROSS SEC71ON Out -swing shown -'msm'n cig approved 9 EXTERIOR INTERIOR 3 -� VERTICAL CROSS SECTION W"'ing configmtkm Z INIMUK 2� VERTICAL CROSS SECTION 4 )Shown w/IX sub -buck VEJMCAL CROSS SECTION InsMng confguration Z 0, % 1%0 Z60 fill' 560 2 �z 'k 6'RMSI i 16Z z z DATE 02116112 'Z' s✓lf, Ts a ey, 'jK m LFS F-I FL — ? 5 72 3.11 swf, 4 of 7 Lc I'i F TYP. HEAD & JAMBS 2X BUCK MASONRY — OPENING O SUCKANCHONNix HINGEJAMS CONCRETE ANCHOR NOTES, 1, Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to i5 mointoln the min, edge distance to mortar joints, additional concrete anchors L may be required to ensure the "MAX, ON CENTER" crffnensbn are not exceeded, _R 3. Concrete anchor table. ANC146VANCHORMIN 1N ZLAARANCEMIN CLEARANCE ;f I : To MMomy: TO ADJACENT: TYPE,SIZE EMBEDMENT z EDGE- ANCHOR, ITW TAFCON DeWALT ULTRACON! 114' I -IX 4' W000 SCREW INSTALLA;()N NOTES: 5 1, Maintain a minimum,516'edga distance, 1'end distance, & I o.c. spacing of wood screws to prevent the splitting of wood. it 2X7 BUCK FRAME MASONRY OP&RNG FRAMEANCHOWNG Masonry 2X buck construction I ...... 0 A4 11 tfy on Obi ........ . z d;j 0 .1, Oz Do 7 W, g M f Ll 'Ir F �z cc tv� C, -ca qg 0 ul�l :nz) 2 — Cum HWGEJAMS SMIKE PLATE DETAIL SCAkE, qj S on, SY, car. ay, Lf S rn FL-15213� —� I — I _LIE 7 J0 s e e cz_vh' o / p p, HEAD & JAMBS ! ,x_ t j BUCK FRAME-- .__- f i ! ! MASONRY 3 OPENING 0 s° ,4 HINGEJAMA FRAMEANCHORING Masonry I y buck comtruc€ion CONCRETE ANCHOR NOTES. 1, Concrete anchor 7ocattom at Yrre corners may be adyusted to rrfairlum< the min. edge "once to mwarjoina 2, Concrete anchor locations noted o> N,AK ON CENTER"must be acqusted to moinfain the min. edge dhtonce to morfar joints, addrtiorraa# concrete anchors may be regvited to enswe the "MAX, ON CENTER" dimension ore not. exceeded, 3. Concrete anchor table: yt AfxtCtiOR'. �tNCtfC?R �A1N. tM CrEARANCE MIN, CLEARANCE ,IyIPE $lm EMgiE E TO MASONRY TOADJACENT - tDd CHOR _ - 3Tw 1/4' 1-114' 7 41 TAPCE3LC 11l.TRA�.�1�'b I s Y� 3/la 1 114' _ 31__ 1-1,17 TA�cc�ca WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/6' edge distance, 1"end distance. R t"o.c. spacing Of wow screws to prevent the splitting of wood. 0 d �tBF7 �' filB c9da Cry x z ® a 6 o a. .2 a 4 a S i1. ci z� �o a5 mI az V}u Yyy4 w0 QEL Fes. w 9Y N t— z k o' a Cori, 02/16/12 z scktE: M; T: S, 1 emu. a JK As cHK4 By, i FS a FL-35213.7a SHEET B or 7 -% IN 4,56- 2.!T 2,43' 2,43' JAMS 3 EQLYf4SERJAM k 4,5W6' 5,67 (,S^ALILAOIIE IIIIWINO SU 4.56" qt%, d > Z 0 n OZ E ll� I , RR � 16 BY, JK BY, LFS FL- 15213.1 ET 7 of 7 r MIAWMDADE MIAMI-DADE COUNTY SMIUMIL PRODUCT CONTROL SECTION 11805 SW 26 Street; Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (t TR) Miami, FL 33175-2474 BOARD AND CODE; ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE fw ,t-dJmnitlatlea ov econo 1'GT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 COPE: 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) sand/or the AR.1 (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 perforin in the accepted manner, this: manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within: their jurisdiction, RER reserves the tight to revolve 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 cede. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Lone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300,1111, titled "Irnpac°t--ll.esistant Aluminum Tube Mullions", sheets l through 25 of 25, prepared by manufacturer, dated 0 ,12 /11, with revisions D dated 06/26/2020 signed and sealed by Anthony Lynn Miller, P.C., 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. "Miann-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of.`this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the <product -or process, disuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. DvF,R I'1 EM NT. The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature; if any portion of the NOA is displayed then it shall be done in its entirety_ INSPECTION: A copy of this entire NOA shall be provided to the user by the manuufactm,er or its distributors and shall be available for inspection at the job site at the request of the building Official. This NOA revues and renews NO # 17-0630. 1 and consists of this page I and evidence pages 1: -1 and C-2, as well as approval document mentioned above. The submitted documentation was reviewed by Si1'a g Lhao P.E. 1 NOA No. 20- 406A3i C r � xpiration Date: May 2 , 026 08/20/2020 Approval Tate. AugustZ0, 2020 Page I PGT Industries - Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. -10-0819.05) 2. Drawing No. 6300JR, titled "Irripact-Resistant Aluminum Tube Mullions", sheets I through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, I.E. B. TESTS 1. Test reports on: I) 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 Nlissile 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- I thru E- 1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (,Vubmitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5 1h Edition (2014) and with FBC 61" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1'. Miami -Dade Department of Regulatory and Economic Resources (RER) W 1. None, F. STATEMENTS 1. Statement letter of conformance to FBC-5 1h Edition (2014) and FBC-6 th Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, I.E. G. OTHERS L Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PG T" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Wang Zhace, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date, August 20,2020 PCST" Industries. Inc. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No, 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets J through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and seated by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1® Anchor verification calculations and structural analysis, complying with FBC 611, Edition (2017) and with FBC 7111 Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and seated by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance to FBC-61 Edition (2017) and FBC-7t' Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE, G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 11/09/17 and expiring on 05/26/2 1. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: Mai, 26,2026 Approval Date: August 20,2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1. MULTIPLE WDT Li FOP, VERMCAL MUI L MULLIONS SEE DETAILS A-D,G,H; SHEETS 24 -H, D_ Ail--S , "I TURD 1,; ; SHEETS 2-4I. on ROMPONTAL MULL LENGTH ')DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD- OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST FIE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNEE) BY OTHERS. ARCHED TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN IM'FROM THE CUR SHAPE wSEE UEThtt ATHRIJG; SHEETS 24 tzP HEIGHT FOP, HORIZONTAL OPTAILE, FAUU, HEET 3 PRODUCTS MAY BE OF ANY TYPE. MUST $E VANUFACTURED By CoL SEE DETAILS SHEETS Z4 HCRIZONT"L MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE- MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LHIOL THE 113 STRESS INCREASE VBkS NOT USED IN THIS ANCHOR EVALUATION, THE 1.6 LOAD DURATION FACTOR WAS USED FOP THE EVALUATION OF MOD 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. 6) INHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON T HE 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 MATERIALSSHALLBE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DETRIALTIELCO AGGRE-GATOR, DEWALT ULTRACON- MORS. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NONLAMPACT APPLICATIONS. MULLIONS ARE ONLY To BE USED WITH PGTI FENESTRATION PRODUCTS- 10) MUI LIONS 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 VOWHIHEiGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA, MULL -OPENING VVIDTH MULL LENGTH-1 LENGTH OPENING,, - ------ HIDGHT 0 R OPENING MULL HOST VE z ST, HE TO NT LENGTH MULL MULL LENGTH OATNINGMrTH SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS FITUiTIPLE MULLIONS FROM FIGURE 1ASTDVF CODES I STANDARDS USED-. -2020 FLORIDA, BUILDING COOEE TOO), TFH EDITION -2017 FLORIDA BUILDING CODE (FBC), M EDITION -ANSf!AF&PA NDS-2018 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-27)15 -AlSt SIOO-16 -AJSC360-16 ENSTRUCHONS: I) DETERMINE THE DESIGN PRESSURE REQUIREMENT TBS/ SO R = FOR OPENING USNGTH A E-78TANDA D. 2) CHOOSE A CAUL LION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR'QR'TR"GULARrFRAPEZOIDAU'. GENERAL NOTES... ....... . . ..... - INSTRUCTIONS. ELEVATIONS .......... . .. ...... MULL TO 2X%NCTBD 2 MULL TO IX S, MASONRY__ 2 INSTALLATION NOTES .............. .... 2 PAULL TO MASONRY 3 MULL TO STEEL STUD 3 MULL. UDMULL... 3 AIATERNATATE CLIPS _4 BAY MULL INSTALLA TINS 4 1 x 2 A ABE MULL SPECS..... 5 JX2X,375MULL SPECS...............6 I X 2,75 X375 MULL SPECS 7 1 X 2,75 X,65 MULL SPECS _8 I X aA 25 X 500 MULL SPECS.......9 I X 4 X,125 MULL SPEES-_ 10 i X 4 XS75 TUBE MULL SPECS_ . I I I X4 X375 •'T'MULL SPECS _11 X,265 MULL F PECS- 25 X 3.18E 1.25 12 X325XA00MULLSFECS.. 5.25 13 125 X 3,25 X 624 MULL SPECS 14 125X3,94X,S24 PAULL SPECS 15 2 X 4 X 25 MULL SPECS._........_.. 16 2 X 6 X 25 MULL SPFCS _ - 17 1126 X 2.11 X -125 MULL SPECS_ 18 30'X 3,25 BAY MULL SPECS. 19 4S'X 3,25 BAY MULL SPECS 20 "SULDON & CLIP DIMENSIONS 21-23 EXAMPLES I TP 2 __24 LOADING EXAMPLES... 4`t FIND THE CHOSEN MULLIONS MULLION CAPACITY fLBSlFT7p FROM TABLES IA THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY. USING f HE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY =,OBTAINED SHALL MEET OR EXCEED THE PgSION PRESSURE REOUIREt�Et#T tL651F's 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 REggffD fLEIS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN T HE FULL MULLION CAPACITY. FROM THE ANCHOR CAPACITY (LES) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHORtSUBSTRATEANCHOR-CLiPFA ERNNIAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET, 7) IF THE MULLION AEAC 11KILEISIFT A�� FOR THE a OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE RE22EL OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULXTO OBTAIN THE LOWER ANCHOR CAPACITY REQUI REamTH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSfi`Tj OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TYPO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMFE- PRODUCT REVISED .. ..es pbfi.g MAth th. Fl.dd. 8.11ding Cad. NOA-Ma. 20-0406.03 E.Pir.ti.n D.Ni, 05126/2026 " % i I I T it , " . . ........ No. 58705 ct - 101VAL 'TiffmIll" A. LYNN MILLER, P.E. FL RE4 58705 DFTAIL A MULLION TO 2X WOOD SUCK OR WOOD FRAMING (OFFSET CUP SHOWN) FN_H_ THE 111ARL' 0 IS "E' MUdI CLVP MAYBE THISDO 4 'y EXTERIOR IYP,ANCHOR PER SUBSTRATE, SEE TABLES IB-15B BY OTHERS, SEE mofE'. L------ FRONT VIEW �,—MULLION I 4 SEE SHEETS 21-2a FOR HOLE LOCATIONS EDGE 0 ST=I�TT'� D )R CC) 15"'Evs7,1MAR " ALL ULLIONS RETAIL B MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) F--- - - - - -- - —CLI-p gs-1 THEOFFS�TCL E00mmENSED FOR FIN -FRAMED WNDOWS, BUT MAY ALSO BE USED FOR 71 IM ER _E!_AE _3yFES-1 TYR ANCHOR --.,R WwrRATE, SEE TABLES I&ISS 'RDGEIFFID DISTANCE SEA. TASTES iz m-, w-mr, SIDE VIEW EDGE DISTANCF FOR MASONRY ANCHORS Z, 0 MULL{GPij. D 4 �SucxSTRJFri TYR ANCHOR AND f I PFRFSIEIJBSTTARBALTEE, '�C-UIFNTSEE ESIB-13B BY C""0., 40TE 1, CN E IS -6 0 z MIN 27 K�D_ EEDGE0 CONCRETE CTAN� i j-SS. SE�E'�A.LF� EDGEDISTAN_ 13-138 0 FOR MASONRY ANC < (L SIDE VIEW z Cl) o E,TqRR THE fSTANDfRDOR OFFS T MULL z 5 uj 4 OUR DAY BE 5 �o ate' INSI �LLND BY THSMFTHOU z F- g z MID z ji + 0 W co flo s :—PER S E TAP.LES'IB-t2S AND T IATTACHMENT I FMBEDMEW� SYOTHERS' SEE NOTE 1. MIN 2.7 KSi CONCRETE OR CMU -FRONT VIEW MATERIAL PROPERTIES;: LNSTALLA I ION 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 I HE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION Of ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWNG SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED, 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3- 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIANP-OADE COUNTY APPROVED ELCO ULTRACON, DEYVALT ULTRACONT, OR DEINALTIELCO, 114' S.S. AGGREGATOR MASONRY ANCHORS, PRODUCT REVISED ;MI .n. plyinq vAth th. Fl.rlda Building codo NGA-N-- 20-0406.03 Expl—ti.. Dt. q512612026 By Ml.mi-O.d. Prdut Cntml trio. 58-705 31 %774FW /ON CS A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL F: DETAIL G. FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-0, SHEETS 2 AND a FOR INSTALLATION TO SPECIFIC 'SUBSTRATES, /—MULLION 070 710 0 1; SIDE VIEVY SI JOM IMTH VX 4'X. 125" TOP VIEW MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS, TYP ANCHOR ,p ER SNPSTRATE' SEE TABLES 18,138 INTO'N000- STEEL, STANDARD CLIPTOBF ALUM, CMU OR MASONRY UOIARED INFIELD, EX-, ERJOR OF 0 EDGE DISTANCE --- PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) OETAdf- IS HOT APPLICABLE FOR THE BAY OR 1-26'X 21 l`X.12R'MULLION. 2) SEE TABLES I B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, lyP. ANCHOR PER SUBSTRATE, FPTAMPSIB-14A <z> .,U: CLIP -2 PER Wi-LiON PRO' MG ST BE WBi-- LED DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) _33^CRAS" SAY MULL 0 :0 0 9L11PIVIfIlWAl TYR. ANCHOR FERSUBSTRAYF, , SEE TABLES I,5.OR IDS EXTERIOR 2"X5"ANGLECLIR 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL < PRODUCT REVISED 11ilft the Ft"Ida== Rao"Nocv, STEEL. ALUM j NOA-Rio. 20-0406m03 EXTERIOR OR MASONRY EXTERIOR FxpkauRN onto 05126t2026 BY MTOBIDUD, STEEL, ALUM, CMU CR MASONRY EDGE DISTANCE PER AlIOlI NOTES FOR WSTALLATIO. ORTON G 8, 11: tv- 4/y rri i) USE 2 ANGLE CUPS PER MULLION END. CLIPS FAUST BE INSERTED INSIDE OF MULLION- 2) DETAIL G: SEE TABLES I B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. I'D - 3) DETAIL K SEE TABLES 15B OR 165 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE FATF F ICJ �40 'ON LOCATIONS. P t D I'- A, LYNN MILLER, P.E. FL REM 58705 TABLE TA Anchor 1W Elr, cop�tty AW-Ty UtYrdcnn um — ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (ANCHOR CAANCH'OR CAP_ ANCHORCAP-_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REOUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT Is LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF rHE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH WAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 31le, D~ VTO.W. 5116 El.. 3116El- IW rk 1 3"16- r�-Wft I 114,1wwIt 412 st.14 I ".— uft— ut- - uif -WaGear S— �G5 S— IG5I ult— uq-.- ul uft-11 — AggraGatori Lfit-- A S— (G�j I I 12120 Ang4 Cgps I IF 780ib. �IgDft 1260 li,-- 4dO lbs 17� 1� 18%,ibs III f� 5. b, WA 760 1. 1. ft 0lb-1 640111 11 ;1,11 41 C a - 10 "NA NfA NiA rVA WA WA WA nlA NIA a PRODUCT REVISED 445ib� 1 5 110ibs 435 is fb. 135 It. Ta r- Wit. 18,, lb� lf�Dt. 8.11dIng Code 'A taw&�-- ib� WA WA rM WA ±4 A -c lt,161� I'll lb. as ..WWng �Ath the Ftodd. zone 11A 14 C NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOA-Na- 20-0406.03 Expiration Dt.05/2612026 BY FIGURE 1: FIGURE 2: TABLE NOTES: Mla-I-D.d. P,.d..t Control 1) SEE SHEET" 1 FOR INS] RUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --------- 1-01 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. T- FIGURE 3: 1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2123, 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.009' ()Nlf L NAj FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Y, ANGLE CLIP MUST BE USED IN PAIRS, 1-125" lill, 4) SUBSTRATES, CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS- HOLLOW AND GBOUT-FIULED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5 FIGURE 6: YELLOW SOUTHERN FINE.WITH AN: SO OF 0,55, ALUMINUM SHALL BE S063-T5 AND BE MINIMUM OF-126' 511705- THICK. STEEL STUDS TO BE A MINIMUM, GRADE 33 AND.046� THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . I 25'THICK AND A36. 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. z �7 NOT A�T A. LY#14MMl "R� P.E. FL P,E.# 587B5 TABLE2A, 0 ... In. Width ffin, valfi-r-.-inn - Ain -I .10 ... In. Hvirfld ff., 50 in 60 in 70 in 80 in M�ri 100 in. 120 in..140 r, 1- �T R-tingi., TmR-t.gmTn ng 5=-;.1 T.pnnn� T,-,dTnng R-mgW I T.rJ1d.,ig R�,Arplar T"r.,g I In nang R��1,111 I x2x.376 L-dmg Lding L..di�g .aiding Lfl L..& L--1-9 1 L-ding L..AiV L-dwg L-dm Ldim _di19 1--dIg Loading bnnc Ltcdim Alum' Tube 2� Z, mullion IE. It g A . 2 . & A a . - 8 8 2 11 15 .2 �- g 5 .2 '. 9 5 t 3 8 t . , � T = 9 . 5 9 1� `5 8 i -g s 9 a, 1� A A 13 S 1: 4 A i2 i2 4 131 42 in 170�0 820 170.0 435 1613 �162 170.0 478 129.7 662 1? c 0 506 1115 662 169.5 1�8 1909 662 1689 90.8 662• 1 168.9 517 7 662 16a-q 517 64,9..662 168,9 517 MJ 662 16&9 517 48 an 121�8 507 1360 419 101,4 507 119,2 410 86.9 507 108,7 403 MG 507 102.6 399 67.6 S07 Ms 397 Mc 517 9tc 326 S' 7 '07 Mo 316 434 M7 99.0 396 MQ 507 Mc 196 50-626 in 103.7 456 114.6 379 85.1 456 999 371 74,1 456 90.5 354 64.8 455 84.6 250 �,s 4� In 3 357 �,a AM 6e.0 356 43.2j 4. 80.0 356 37.0 456 80.0 3w 374 456 We M6 54 In MA 400 93.3 336 71.2 AM 80,9 3M 61,Q 400 72.7 322 53.4 400 673 316 4T5 4W 640 315 42.7 400 62.3 $14 -T- T- 35.6 f AM 61,4 313 305 1 400 61,8 313 267 400 51,U 313 GO in 623 324 66.9 276 51,9 324 575 -Z2, 44.5 324 512 264 11-1 324 1 4e,9 260 $4.6 1 324 419 257 31A 324 42.0 255 1 25n 1 31224 40,5 253 2-Z2 324 405 253 IS5 324 40,5 213 53 in rl 11 9 6T4 262 44 a 294 3GA 2S4 43.6 241 316 294 39n 237 29,9 294 37.1 2,34 ��9 2194 35,2 22.4 294 33.5 230 i9.2 1 294 33.4 230 16.43 254 23Q 66 in 41318 268 496 42.4 22-5 33,4 268 37.5 221 292 265 341 218 .0 268 31.6 215 214 266 25.8 212 1 19,5 1 268 28.0 210 16.7 2W 27,7 209 14.6 M 271 209 72 in 360 225 37.9 196 3oc M5 -�U.2 Isin 25.7 225 28.4 188 225 225 25.6 185 20.0 225 215 IM IS.,) 225 - - 22,1 M1 203 I77 12.9 225 19.C, - 176 11-3 225 19.6 176 75 iii 3n6 M2, 320 177 255 17 202 27,2 1-13 21,S IIS, 202 23,9 170 19.2 202 21,5 167 ITO 2W 19,7 165 15.3 - - 12.8 202 16.7 160 10. 6 202 15c 158 78 h 3 192 290 168 236 192 �A 165 20,2 192 220 162 IT7 192 19.7 159 157 192 le 1 157 14,2 W in 87 4 19.0 =1,28 15A 1414 lal A2111 M Anchor Acr.Ty)ew.q I V1, . "4"SS w: uq-w 16. ult'... Asgt C Vbs) E: ,�,Zv=e(mfl T, 2zuz, 1 1- 1 2-V2" 1- 1 2112' ^ 2112' 1 34t T' 1 2-11Z' I 1" 1 2-1r-1 I 1' 1 2-1Z 1 1" 1 2-Ire 2; ft- 0 DAY Ma O.0 J U-Qip, irk 1 A, 2 AW.. 0 IAT Mim ,19R.GaAff ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP_-,- �. (OP-) x (-.ILIO. CA; USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE 1-1- 1.11T PENING, 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. ,12 Stea S,- (G5) PRODUCT REVISED as .o. iplying wM the Florida Building Code NOA_N.. _20-0406.03 Expiration Date 05/2612026 By Miami -Dade Product Control FIGURE 1: FIGURE 2: TABLE NOTES: *1 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LORDING. SEESHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -1 I'Dw, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPENING WID`fHS IS ALLOWABLE. FIGURE 3: --TI 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOVIBNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21,23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FiLLED NO, 58705 FIGURE* FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (GMUa SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.12511 THICK STEEL STUDS TO BE 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 V X Z'X .375'MULLION z 8 AT OF THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. Is, 10 A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A ANCHOR CAPACITY ADJUSTMENT FORMULA: DE.) X 1� ANCHOR CAP kMULLION CAP.,,,.,—/ JOE THIS FORMULA TO 08 FAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACT UAL PRESSURE 1EQUIREMENTFOR THE DPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE) OF THE 'SELECTED FAULLION_ ITVIALL YIELD A MINIMUM ANCHOR ,APACITY WHICH MAY BE JSED TO QUALIFY ADDITIONAL I%NCHOR OPTIONS FROM THE a,NCHOR CAPACITY TABLE, m Anch.r ahEll Elc # 111" Ell, 1/16, Dewlft IW01W,11 1115FIll 114" I'll, 3rll D,111,11 114'0.wa tt I 'SSFf 1111l'Etc, 114"SSU 912Steslj 1112 Steel — — — — I CapacityUltYacan ,. uft � .11uaAggreGat Lglmcon ult,_URuff. UM— U— Lft AreGaW S_ t05) $.,m IG5)1 slvt, (G53 PRODUCT REVISED 2-11T 1" 2,1/2" _L112" v 2-112- 3418- f- 2 IIT T17--2-liz T 34N, 7 Ma' 0,54' 9.32� as c..Wlyi.g with th. Florida Ilm I I-V4" 1414!' 1-114' 14W 21, I -VT I-3/8" ari. Building Code .3201� 3W it� 460ft 890tbl 3101t. '30t -10lbs 630 Ill M-1b. 1570 It. 1644 lb� 270 1b. = ft. 3.54 lb� 740 lb. 0 TMbl- 9_461bs 7M Ibl Z r2l _b W lbl, NOA-N--?00406.03 4 A-ful_- 1, 1 5' Mm, 0 C. I St dad (.r Mt) Gip(Fig 2y 480 ft 700 flbs NIA WA 320 lbs 12601. 370 J� --f4iA_ _WA _77A_ 760 —1b. NIA --N7A— A NIA NfA NIA _NfA _692 Flb� 8851. liwlbs E.piu.. Dat. 0512612026 4 A-h.. @ T Min. UG. 1 (212.5 Aj, Clip, f (Fig 3�, 7&0 1b, 780 ft _M0 —ft. -TSED—ft _82011m, 1260 lbs �J� 1740 Ibs 1896 ft W ft 560 ft NIA 7W fbs 4- 11601bl 748 lb. NO 9. 1892 It. 662 Im 885 lbs llz�h. 2 Anbh Q OA6'N. O.C, I U-Clp, l�12YAW. lFig, 4): WA WA NIA MIA W12, WA NIA NIA WA WA NIA N/A NIA MA WA _WA_ '_ N/A NIA N/A 715 ft By AmN IF �Qp(Flg 5), I$E& 195 1� 225ft 445ft iik S, . 110ft 435 ft av fhs 1351b, 1402, Mft' 2w ft 1871 332 br, 473 ft 221 *,, 280 170 Ibl MI.-I-D.da Product C..tw w- 2 A.h= /9 MT 1AM. O-Cl F-Crp {Fig. 61, 240 lbl 3501b,_ NJA A '-i- Ill 135 Ibl WA WA WA 60 f;;TMm0 NIA A 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 2,k F[GURE-1; FIGURE 2: TABLE NOTES' 1.009, 1) SEE SHEET I 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 ANDK)R OPENING WIDTHS 13 ALLOWABLE, Y�311 FIGURE 3: < `.-- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2,7pW HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. ND.58705 ANGLE CLIP MUST BE USED IN PAIRS, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED Tj CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED ST441-:- FIGURE 4: FIGURE 5: FIGURE 6: OF,12V' A'ft F. 0 YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 046'THICK (18 GAUGE)- STRUCTURAL STEEL TO BEAT LEAST AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND 11.1 279'X -375'MULUON /"vp - �� 0 .12&'THICK THE MATERIAL. #10 P #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S,S. OR 410 S.S. %L A. LYNN LCER, P.E. FL P.E_# 58705 TALE 4A � - 11G c Table gssANCHOR CAPACITY IN th(fo' t#icalk m orss)ar Height for h0n=ftaft v rgmuMorst ADJUSTMENTLA-. ��'`S5 2 SGin 66 ui 701. 86n 90k1 100. 1 1n 140ia 164$r.s- {a7x7lANCHORa:_ , 1 X 2.75 X : F?ec4en901$' 7eap/7natlg. ' ftectangu#at TrNTnan6. £iect�'gdar : Trspt'ErianB- F2ectaryuiss "iraryRdang ?.ec1:5E1g,lar Txa{�Tri�1g, Ft9etaro�lar haPtPrraM- 'RttcEansAilar RaPlTriasg, Rectmlgui� Tmpl5tl3np.FL ar�l3rm Ti�Rnang lAfl4RLLIflAiCA€''.r�.a,v.�L-&< g. Loac§g Lft Loading L..dg 4u .g Loa,SRH iaadwsg :..L--lilig uo&ig :.. Lcacbn9 Eradng 1.a:i8g Loading L-dug Loadngft Loar6ng RE.660 Alum.Yoffie a _ z' ':;� a( r .a =ANCHOR CAP.„,.�V c>.,> a :.r �:. <x v -a. :.> tt a s.A ix a ca ig,e. v zr < zi v. sx cr v v cr ro u a cs u. ; ar cx u: s3 au n ci R � c> -.� USE THIS FORMULA TO 05TAIN ,6 5 in LG£ "�... I u 3 _ _ _ >. _ -- = _ - T'HE "hNCHOR CAPACITY =. . ¢ z �` ¢ re z II € a a rz � ¢ z - - a Ee =. ¢ z -3 z �, ¢ � - a z :- a` tc "t z :4 # ¢ sL ' . z "� li i ¢ z �. a z 2_ a ¢ g 3 PEDUIRED" GORRESPONDiNG e- L z: -- �. x: ¢ a TO AN ACTUAL PRESSURE 0 Of 42;r1 170.01 9'@:. 170,o U5. ?173.0; 744 170,0 476 17£.0 M 17ILD 506.°. 170.0992 170,E Sig 1764 1116 1T00s 521 17011111246 170-L 521. :im, 14. 176.i4! Sit 15@.7 t62g. 170.6. 521 1388i IS20 17U:4 529 RE4U#fLEA+iENT FOR THE : � p 49. 170.01 706 170,G 624 .1790 SSG 1700 584 1704 992 170.3 630 1700 E133 4700 661 70A 1275 :170,0 677 47o t3 1417 :170.0j &&0 144.7! t417 170.D fi$o 421S f4E7 ?70.0 689 1111i 1117 t70.R[ fi8o OPEt+iiPtG, WHEN IT i5L R .. # ` THAN THE MULLION CAPACITY 50625in 470.0 747 `170,0 N3 '.170.3 '.95 #700 831. 1740 1049 17ofs S64 Tlo.o 1195 17Ro 723 162.&.. 1288 1700 747 146.3 1288 :170.4� 753 12191 12$^a t7ou 95g 404.5 12� 17QD 750 sE.4 i2�: 170.0 � 7W � 9 Z (FROM THE TABLE) OF THE W 0 d 541n 1700� 797 1700 612 170.0 955 170.0 691 170.0 E175 17o.0 7S4 150.1 1130 1100 803 133:8 1130 170.0 837. 1206 1130 1710s 855 :1005 1130 170.01 861 W,I 1130 170.0 661 75.3 1E3o 1,- >-1 SELECTED RAClLLION 4T WELL m C) ; 3oin :170,0€ INS '170.0 704 146,E SIS :162.3 751 4255 SIS 144.5 746 !Me 915 .137,3 735 976 915 125-9 7Z 679 915 116_SI 72a 73,2I 975 114.4 715 62A 915 114A 715 549 916 114.4{ 715 YIELD A MINIMUM ANCHOR F- LU I CAPACITY 01MCH MAY BE � 0 Z 63 is :1518 831E 18+4 710 1205, SW 138.9 894 1.085 830 12v2 ss1 84.9 830 1122 670 84.4 Sao 104.8 7 :. 759 1830 W4 053 63.3 ,�83G 94.5 f e4it %2 b3o 94A 649 47-4 834 94:1 6A9 (}� i USED TO QUALIFY ADDITIONAL 65xe 132.1 S 757 446A OSft 110.0 757 11%8 628 r943 757 f9S9 %2,5 75t '.96,1 Gf4 73,4 757 89..1 S08 :'fl 7S7 '84.2 896. 55.0 757 78.it 593 4T2 759 782 59t 41.3 757 ZE,2 rP1 ANCHOR OPTIONS FROM THE D, m- i [ 31 s 636 5`52 497 ANCHOR CAPACITY TABLE- 'J3 5 sCt �._ _ - --72.. 101.7i B..G+ - 5;6 54"�-}:84.81 fi3B r91.0 54a 72,7 6 &-i1, _S3o -fi3k fi3fi :-i22 Y14 555 639 E65 514 >50.91 B'.15 `fi23I 566 42.4 6 :2 'at✓3 #.3 636 5&3 43f { °. _ _ ji. 7Snr 86.fi S7t 4 438 '.721 571 ZS.S 488 -81. 571 Gf.4 479 56.1 671 W6 471 48.0 7 571 555 464 43,2I 571 S#3 459 36.0 571 47.0 45', 3£i.6 571 44.8 447 27A 57# 44S 446 e„ r GT 76m $0.0 ..542 83.4 474 61.7 542 70.6 465 57.A 542 62A 456 500 542 55,7 449 `.A4,4 542 510 442 :400 542 47.5 43T E&S $42 42-S 429 2116 Sk2 so.6 =35 25:0 542 40.£ 423 A62 �_ 90n 521 407 407 45A 3% 17.2 407 34.6 349 32.5 407 35.3 343 28.9 407 '32.1 3311 25.0 407 20.6 334 2E.7 407 26.1 327 186 407 24:E 372 18.3 407 23.fi. 319 lL5 ;-.{ IR : 0AS tin 42.9 3W 356 37.2 M4 301 358 32.4 309 26ie 358 : 2 e, 304 23,6 358 26A 3W 2t-5 355 24.0 aP :IT9 3521 21.0 2159 1S-b 396 18.2 Z84 : ; X9 E108 to 3SA 283283 :259 251 21S 288 22-5 247 .. 18.8 288 :198 244 ;E: 16J233 1$,G 240 :15-T Z83 #85. :.237 i L€tf311;s2$7 :: 23.a 2'.E :598 267 ZI$ 236 17.3 267. 383 23f 15.4 257 18.S 226120In 22a 2zs 3 229 1e.e 205 . 15.7 223 1S.2 02 t �C 4 ' - Z �4r1 0 TABLE 48 a '-� 4 5lastrati--:F 3k C4xrk{® 35k ^wanc. _ _ MII LMkI FN4e4 CAAU. YT WCsrtl Met9's = m :� Q-.2� #stch0f :if1G Etca 1t4"Pico 3t16"DeWal2 1t4"DeWxit 5746"Hp 3116'flco V4'Eicn :V78'GekYalt 174"6eWait 1F4"S3 Eico blt8"Elco i14"SS Etca #16 S(ez1. I{324feP.i #1Z Sipei. p Annh[u Type. Ul1i3Datti: UI1(.acon t3itrdt6xl+ Uklxacan+ Ul4rarron 41t(racon ?nitaCon Uttra:,osi+ UHndcart+. Aggre^atoi ilftlaG4l11 A eGx1oF SCxew IDS}. $CCeW (4"�5 9cteW CSj capacky _. _._(. PRODUCTREVISED (ib5) Edge EkistatteR.{sR}: 4" 2-1f2" E" 2-#t2" t" 2-9J2"... t" 2-1f2" 3 ;t&" t" 2-lfi. 1" 2-'I12. V 2-112' f 2-tii d 3-IM, 2`. 0,46`.` 054". 0324' �5 eOei2$D8�PB1E trd€188 $$22 F8ib ' 'cYr4;e54'aKnt i!n} #-314* 1-3f4' 4-3f4 13f4" t-3f4" 1'J4' 1-3t4" #'-J4` 2`. t,i:4" :. 5-if4" 1-=:14" 1-1i4' ::T.11&' t-114" 11t4" 1114" 1-f4" f 7-ti4' 2" 4318". #.1&" varies ate$@49" Cas[d2 2 Afi&K 9:4.79'Fdin£i.C! Sdeirdasd W Gfiaai asp€Fig 1j. 350Rbs.. 35y-- 450lSs `-1- 3903as 630 k»4 220 ft aMts 1644W. 70 lbs...284Itr 3545E:s 7F° E 231 I3u- 37G ibn. 32r 5-0 1. 3f4,cs 6648�: 94Eiiits 341 ft ftj = b. .-`,31 i 4,cho`s'-:15"Mia-CI.C_(5landaf4:(oz 4ttset7 gtpTFf9. 2j: 4E0lfs I:fok ttxs NIA CStt 326 Ens. 12F.o1"rsjl"I�, t' NfR WA; tvefi 3 WA WA' `. NIA 140 its Wfl. AUA :... 'tdFA Sv7A SMSA. S$2 i 395. '1t2a lta : E1¢ 1341#4�a$e $�{i.:9. 4 3zs 3°t,�n�cs,cf r4snnsRe.assr g.3}: 7enits ,z its saau .:glse9ms � .f 1 sr a74n 1a an 540ufs m ruA zsams 'e srs a4ast a40?r .:1+ sms z4s, . saner tssza�s saz6.t 11z; 3`rk srzn.fFsg:4Y 14lA id1Fi FitA Nf4: NfA NfA A PUC €d1A. z:7fA NIA 5ilR E7fR idtA NfA. NIA NfA ( #dfAt Klr XgriF-L7iP �CPti�: F%= 195ft�s t R9s$bs 22$i3%' 445 f&s t534`a4 3354&s L. 4✓Sx 82Z 3bs 4%52c: i4o }?7 ECs 37o flry j. 515#bs _....8s ifs i60ffis 29`1bs 1SZ Na 332fhs 4737t741bs. L2L Etk; 2°w(.Y P9{&al9Yi-I9tE0 P&a &1C$&' GAYF48 2A.I..@. IA MBt O.C;/Fap{FSQ, Bx Z4o kt :: 397IW NlA4A 1&0£ta E3o 1bs bc . f+GR N/p. t90:ts N1R. 53FF NIA 37A IGs 'JUt: Nfh N!fi N/A EJIA..... 341 lb, 44210a 58D 83s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAR5 CLIP 0It2CLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24: FIGURE 1: FIGURE I TABLE NOTES: 1) SEE SHEET 5 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 ANDIOR OPENING WIDTHS IS ALLOWABLE � : t _._._._........ .� FIGURE3: ... kti g1 7 tilv rt i 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21 .j3_ 2750 �v HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. T FIGURES SHOW SUGGESTED:;.. APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC€ 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE SL€7GK UNIT (C£v§U) SHALL C£JhEF0R4$ TO kSTF+t G9(3.1dt1OO9} StIA112E PRESSURE -TREATED "6- u - _ FIGURE 4' FIGURE 5: FIGURE 6: YELLOW SOUTHERN FINE WITH AN SG OF 0.55 ALUMINUM SHALT. BE 6063-T5 AND BE A MINIMUM OF: ,25" - %'e�`'' ram[( :1 %, O C� THICK. STEEL SitSDS T4 Bc.A MINIMUM GRACE 33I*1U%Y .945"THICK(98 GAUGE). STRUCTURAL STEEL TO HEAT `= LEAST 125' THICK ARSE) A3"a. ALL ANCHORS INTO METAL SHALL EXTEND LEAST SCREW THREADS BEYOND t"X 2.75"X .Fr5Cr MULLION R 4 r r T ((( THE MATERIAL: #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S S. OR 410 S.S. x�' A, LY�Pir¢I fi4LLbi, RE, FL P.E.# 58705 , TABLE 5A Mufflon Capaefty Table (ibse) Opening Width Height(forhDrivxtafly-sparring md5ors) M 70 ir. so M goin 100 kr 7Z0M h 160j. R-ct-g— -,wT--w --T, -MlWT-6 F�--d-Aw --Ml TrOT—g, RedwgWw Trap'Tnwv RectwoA� TfaWTVwN. I' x 3.126' x LowffN Lwd.g Loadng L-adng Loaffin L�daq Loafing Loading Lard Losdag Loading Lmfiig Ltading L.Anq Loading L.aNing i..dg IS 'a Z T., 15 e i5 t5 g ;-;; T�za --a it g 2 F _1 A 1 1 1 15 U 52 1 ni H 5, -,5 5a Z� E H �j �z 1�� :E acr -1 i ii �l IS A :1 A 52 . �zg i f H U --iU 11! H :9 a �H� ;9� a R 5 2 a Z- a s -12, 2 H ANCHOR CAPACITY ADJUSTMENT FORIMULk (VA NO 110 R CA ANCHOR CAP.j USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONONG TO AN ACTUAL PRESSURE I. 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 58 —1, 2-7k C6—ete 5k —c— P.4— 'PAU FldCMU P� lm� Anonor I AmWTyf�: Vle� Eic. 1w e- w1v DvW.R V4- D�Mk �WIT E�- WITH- IWO- wie 5:�Wk 114;5�v SS El- 1 111"'llnggrecator #125t-.j PRODU D CT REVISECapacity g iM-- UP— ',G5) a. ..-plying with trite Fladda Edge At— V.y, 2- /T 11 2-l'i 1. 2-VT 1. 2-1/2' a11e` la 27 0,45' 0541 0324, Building Code N-E-:H: LIZ 1-3W 13/4' — 1 4,3;4' 1 I-T4' i.aw T I-1w 1114 ",4 8" I-wa, NOA-No. 20-0406.03 —17:7 2AMtiGQ4.75PW,6C iStaWwdorOffset CkP0ff.lr 9�01bs 75?i6ibs R�jb 4�0 lb� i,� 4 Ay.�.m 1 15' Un, O.C, I Stadwd I., Ma) CUp ffiq, 21 4801b, 71M ft NA R- lot !L226 lt� L2-VT — - - "T --- -F lb� alM 644 lbs 7rk; 740 ft N; =76; WA A .GdO,�q WA "A I + — —945ft 7-111, 4-42-1-11 —WA .2 .7.� 560 lbs Sxpi -ti.. Date 0512612026 ---------- 4 A—t— @ 3W.. Q.C. 1 �2� ZG AN�� ap� f (FN, 3r. 750 ft 6W P,� 15M ft jb� i i. -446- -1740- �5 "'t IEM lt�� 6&2 885 It. lInIke By _780 W A A WA N -- --W— -NA 4� I"A llh� A WA WA NA NA MIA 'At VA + WA 141A �22 IZI lb� Miami -Dade Pod=t Central I AYf.1 I F-lAp (Fig, 5y. 19,ft 195V- 225f. 1446ft M, I� 315V;s 11G. N`2 It. 1351t� 110b. 177%. 3:10 ll&tb. 29,01. 1�37 ft 332 473 ft oi I JbS 7 6 260 Zs � 7"Gib. �A VA MIN, I 6Mr. I le5b. NA WA WA 91. jal'C':lEft NIA WA I WA WA WA 341 ft 442 ft --olbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2 TABLE NOTES; F 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAI fON ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOOR i rili I 2) LINEAR I NTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, -,I LY", `/ FIGURE 3: DL", .. ..... 3) MULLION AND MULLION CURS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TOBE DRILLED IN THE FIELD FOLLOVIONG DIMENSIONAL RESTRICTIONS SHOWNIONSHEETS 211-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION& ANGLE CLIP MUST BE USED IN PAIRS. 4} SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AM C-90, WOOD $HALL BE PRESSURE -TREATED .509, --- T FIGURE 4: FIGURE 5: FIGURE 6., YELLOW SOUTHERN PINE WITH AN SO OF 0,55. ALUMINUM SHALL BE 6063-T5 AND BE ANIINIMUM OF �M` I'X 1!25" X.5'MULLION 4�' THICK, STEEL STUDS TO BE A MINIMUM GRADE 33AND ' 045!'THICK (IF GAUGE), STRUCTURAL STEELTO BE AT LEAST .125'THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRIENTHREADS BEYOND 0 VF MULLIONI THE MATERIAL, 410 & 412 ANCHORS INTO MOD MAYBE STEEL, 18-8 S.S- OR 410 &S- //t, -NAL AlMk M I W--'k, P. E. FL P.E.4 58705 ------------ TABLE 6Awier� �n n capacity Table owe) n ANCHOR u j opening Width(forie#tcaIly-spanringmctfore) ori?gening Height{torrrxi sGarnmgm ooro) ADJUSTMENT FORMULA' � ° R:. 56 in BO in. 7q in 80 in. 96m IGam =rt 14o fn 160 16 RectarvpAar Trzpt3aarig kactan8aiar: Tra4Ntziao9, Rec¢angtllar FraPiinan9� 42ectangt4ar lrapt7narig, Reotmngotar Tzapfiswm9, f2cctang+8er Trapl95an& Rzcfaa gar T flrian, fteceanguiar Tra ANCHOR £iiP.�,c} 9>f aria ® Rfioan9 RenYangutar TapRneng (D % X Cg1 MI- LION CAP...,, _) $ x4x.12$ CaatlMg L.oai#ng L.ftq Lock B LnaNay Eaa6m9 LaazS H Laa 6g tna4lnH v9 L a+Sn9 ioa4Anq Loazkng LoacSng taas5n9 Loatlmg Loask 9 t-4afing . Tube z� � � z- a z" r ;h z '� � � ._� � Mullion taxi : v _ ci c cr it xi : s cj za ci c zs es v ii a r 13 cx i - tx a.. ? as ca: t . a . v u ._ s 1-? �.- rt era � v cs c� . [j. I � "n USE THIS FORMULA 3'fJ OBTAIN £7 LU k 6= = g � G v " .a - g$ .� - ,e. q o s _ .a; a r c Q c _ 3 w - _ _ _ c r THE "ANCHOR cAPactTr cn ". s 3 .� z w a' c' a x r .. � o ¢ ;c ;c ¢ a �'� '� � � �. ¢ se ¢ a te ¢ re c i >r xi. ¢ �° - i ¢` sr a ' � t a ff z^: ¢ er �: $ ff z iz REQUIT#EV CORRESPONDING z' 423n. 1(O,tk 620 170.d 435��: i70U 744 4704 47& t7S7 iY $%8 t700 5p6 1Tp.0 992 :11ti9 359 1701} 71 t6 :1764 621 170.0 1240 170.0 521 }74.bi 5456 970.E 52R 443.8 1482 1M0 521 127.6 14, i7,00 521 TO AN ACTUAL PRESS � It REQUIREMENT FOR THE . . 48 rr 170.0 708 :170,0 524 :470"0 86A 170-0 5$4 170.0992 170.01 634. 170.0 1133 i7Q0 661. 170.0 1275 179.0 6-n 1563 1303 17b0 680 130-3 /3D3 1-0 68b 111- 1- '770.q 684 97.7 1303 170.0RG OPENING3,:WHEN IT IS LOWER 0: 170-4 747 :170o 563 V0,0 Wn t70,0 1*3t 170.0 tfi48.. 170.0 684 1700 5t95 17A.9 X23 166,t t236 170.0 -147 140.5 123E 17b.0(756.. 197.Ef=6 I Ime 758 194.4 123E 170,6 756 $7.9 1236 170,OF 756 THAN TFiE. {VEUiLIOA3 CAPAOiiY 54 in 1704 797 170.E1 672 17&,4 956 170.0 691 170.E 1116 170,0 754 1544 tiSB.; 17QU 803 1372 i£58 170,0 837 123.6, 1158 170S 056 1029{ t158 1704 as-, 882 � 1158 170.4 861 77:2 115E 87£i;4. 861 {FR.Oat5 T4-SE:'#-A$£.E}OF THE �: 0. a _ _ _ _ of _ .. SELECTED MULLION IT WILL (0 ( BG ip : 176,0 895 1706 70£ 766.7 1042 470.4 797 142.9 4g42.: 161.4 832 ,126.1 1042 145.7 ff35 1112 1442 5368 831 iDUO� f042'1342; Tat 53A f 1642 Y24;1 7$2 7t,6 t042 125.1 782 £2.5 10@2 f25.i; 762 YIELD }S. PA1$ti#fl RRCHOP. ss �.--, E 53 u1 :17'aa 910 :vac 7-1, 151,2 992 163.6 8}8 129,6 992 1444 749 113.4 992 131.0 F82 100.8 392 121A 766 94.T 992 734,8 758 75.6 r 892 469.E 745 64A 992 10a,0 744 56.7 992 £b8:U4 744 CAPACITY WHICHitAAY � i USED TO QUALIFY S L � � � (D >t6n iE5.4 947 170.4 785 t31.8 '147 'i§8.4 785 #1$} 94T 30.3 766 1U34 947 :7R7X 752 94.fr 947 108.7 738 . 627 t 947 1022 727 68.9 947 96:# 7#3 69:5 sA7 94:t1 74# 67.7 947 54,lY 17#I � 0. [t3. _ 9 : _ ANCHOR OPTIONS FROM THE c 12 in ?38.9 S44 142.7 717 5132 849 R2}.6 77i 570 849.' T06.9 798 84.9 84S 96.4 6 75S 848 88.7 586 678 8q0. S27 4 575 56.6 849 75.3 6S5 '.4ES 949 72.E 852 .42E 84S 12,4 &41 A2dGHC3R CAPACITY TABLE_. �,ti+ W y : S1 _ . _.-.... _ .� ____-? _._ �.__ _. .._.. .._.... ..._._ US �.. .. _ 78 in 115.5 752 -:i2A7 665 96,3 762 :19Z,6I 662 928 762 90.4 640 F22 762 84.9 928: 642 762 74.2 624 SFS (762 89.2 8t3 4$_# 4 76`2 W-8 &92 41,3 762 59,$ 597 36:t. 762 %A 595 �} Ci3. cs i 78m 1064 724 tit4 634 894 ; 774 .6 &2} 78.3 724 :82.9 6A9 06.8 724 74A 594 59A 724 58-i 591 53-4 724 634 ; 58b 44.5 ' 72d 57;3 5.^.i 38.2 724 54.3 507 33.4 724 53.E t 5$5 so in 6$,6 543 71.8 483 i. 58.k 7 S43 :.. 4474 49.7 543 52.9 1466 435 543 47,1 45P, 38,6 S43 42A 462 34,s F 543 33.5 446 29.0 ; 543 34,E # 436 248 543 32.1 4W 21.7 543 31.7 426 (({$ z 96h 57,3 478 38.3 427 478 t 478 49.7 1 413 409 478 432 412 35,8 478 38.5 405 :311 476 34,8 { 40D 28.7 1478 32D { 395 23.9 t 478 28.1 3E6 20,5 478 : 25,E 39a 17:9 4Ri 24.2: 378 ( ^( ha mq usEsq 118ta 40k 377 44 '. # 341 335 ( 377' 845 835 28.8 377 3F1.3 336 25.2 377 28.6 32S 22A 377 24,p 32t G6.t 377 224 16% S 377 SS.0 314 t4.§ 377 17.1 304 #4{m S71 3'a7 378 i 325 50.9 357 :_4.8 316 246 357 27.6 393 232 357 2&.4 Sb2 20.6 357 22.G 3C4i '10G 357 2R9 301 13,4 ' 317 i7.4 284 ;� #j 29 aR 28.3 06 29II 279 245 30& 251 274 290 306 217 27b i83 3 9.2 2S7 tfi,3 3C6 17.3 �3 � x < a4. 7.6 z1z R72 , 196 -- - { q 0 0 r Z ids TABLE 6B P' --- 2:7kF�ev:re1z 3t�eof^refe i3•.�.eean,:._..._._._��.....-.....w.._._._.__..___- � { rw6vx G§ti• 'ritfEl CMt1 e +Pk5o6 Maa# Anchor ?ti6"Et- Im-Ei- aIT I:ow.f ItIV, 0tw.a 5116'Sa 3tiE': E{ec 4f4-Bi Nil DrWatf 1F4n&i 114"SS 6edi a'16". E(ca'I'll Ekik "4f6a#ems. n12 Sees 4's2 Steet w fi3ihGt Tlpe: fiIYB^aY C:tti3CAR UY.2cutrt U7S@CW+ iin,aCa[F Litr: tln UltCde.IIR Uraa�nztz U41t3Goft+ A _- _ _ � _ geca es fas P1te7TE#REVISED Ca acit' ,. _... " : <. Y „awr Uivacon cs &,-fG53:Sc eratCS S _ _ (�1g E_iH tzrr..e fzn 4" 2-v2" 7' : 2-112` }" 2?fT 4" 2-i/2' 3-3i&" S" 25f2" f" 2.112`. E" �(~2-tY2,• 1" 2ll2 2" S-if8" 2" UAW b5t 4.32.4" a. caSrnplying v Ith the Florida ErsiS l I M lmj'. 1--V Y 3(4 I-W 1-3fd 'i-3r4 1.3F4..:. Jvat4as �NBdi9Ge? C".%A�0 ". 5.314 1-3L4 : 2". 7-964. 1-114 :t_tFh i-lLf. 1-Yf4 t-A/A q-J4 7-a14... 7-f14 1-'Rt4 2' 'E-9[&. R-313 2 firxhors4:7',.N Mfn,£1C,;: Stantlardbr £JS(SCt CBP Eri 1&2}:. 3`,ra1is 33fJ 4bs 4 0i0s. ft9t}Ifry 3E0Ib6 830;bs 2241ts $?fl ibs t54$Ib5. 27b t6s 280 IIz, 354iF 740 it>s : Z34 rGs ,:.TfCk 9tis 3275...Iba 374 &n $64'14. 946 EPr5.: 74F Its 942 t'rs. 560Ihs' �C3@-6@V {}->;f.y 4AIlh-IR.Z25'MhO:C_I St-d.vi(6¢£Ai54ti Gli¢CF79, 33. 7£A 4t.ETb ktbs 58CA..: 141OU 620ft 'i260ibs 424F".s 1720 ft 952ft [41A: 56#Y65 t4A Z'a41b3 �: 39'i is :74flib6 6IIH fb�i{S5 NfA &$4ibr NfA :"' UaTft 885 15i : 1=Ib-r'l4$an Date 051 26. . 6 Arch6rs #19' MIn 4C, t. SialidaRi (4i £NffiQ 4P(F,9-4i: �fiE3 ibs i5490 ¢5s t4fA'.. W?, Wlbs 2552D!Is 74(,ta wa NtA Puk 7$4lbs tElA MIA NA 14Wft NIA NfA NA NFA.. NIA 130Itc i"1071s 724b Sbs �, 4Amxmr@ 3`.R9xn.£Y.£ I(2) A6Ayig* Clip f€RS-57 78D f9 <784ii� S6(i¥bs 7Y'€5 �s 52Fi}bs 32iiFS3au (4447:� 174t'r f3s 7$92#'b �i3i5d5s 5�itts Nlk 7zE fbs 42E54s 744.igs 64U� .4164 ifs 748 B,.s 82A7ft+s 1892.t#as 692:1r 88517s: 7#2/i fha $y 6Whor 53` MR, O.0 1(2) 2xSAra. P%<tiFI9-6g ttTOtaa=BS79:ax, 502Pffis`2M0ft- 936fb5 t fb,,. 6UU'bs. :.2PA£PCo5: 2844.fi# 810 itS. #;$Q ft WA 1140ft 690Srs 1110ft 9Wt65 17491bs 11229n 13Mfi 283G ft-- 1422fis: 53'IZEs : tE6SS ft 29Yka`&d3r'M1.d$e Product Control A f#�tS 445" 39in +3,C. t SI P, -:Ro 12�3` ^ff #F-8 7y. 44A NrN NrA. N!A WA WA M1:tPo, WA ?:la . NfA � [d1A NtA MIA PdtP. #!R Hfk NfA Wsk Nita: edtA:. - -"p0A WA :. '4a3J ibs. "LgnrilotS �v'L2a"A1+Xt. Q,.t t~ fP{FH 8€ 350 tEs 35£t ft ?9Aft 745Cbx '310ft. Qbins...� 210b 86D ibs 4F616S N/A 2Wf" WA HSS iGs 196 Sbs 37Q 3fis 2h5BJs. 53411bs MtA 4461bs Y9lh 34#ibs 442 ibs i#ib& 4 Anctwxs: �t 7 45 M§a GY,C.I F C AP ff�$ .9): 49U 9tas �74r# }b3 WA 1 NIA 324Ibs 1266 tbs'. " 3701p RfA WA hUA 38E# t('>fi C4fR Ibs NOTE: FOR. THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES: AS THE STANDARD CLIP....... � 1.000" ..: j TABLE NOTES_. l FIGURE 1= FIG€iRE 2 FIGURE 3: FIGURE 4 FIGURE: B: FIGURE 9 1) SEE SHEET 2 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET:25 FOR INFORMATION ON LOADING, SEE n n a o 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 NOTTO SCALE. FOR EXACT DIMENSIONS, SEESHEETS21-23.. HOLES hdc. 5g70-y �.. TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 23, FIGURES SHOW{ FIGURE 5:: FIGURE 5' FI>#3RE 7;:: SUGGESTED, APPROXIMATE HOLE LOCATIONS, : -- jJ 4} SUBSTRATES:: CONCRETE SHALL COM1I#`4RRi TO ACi $61 SPECIFICATIONS, HOLLOW AND GRQUT-FILLEi7. F a ;� CONCRETE BLOCK UNIT CMU) SHALL CONFORM TO ASTM C-90- MOD SHALL BE PRESSURE -TREATED YELLOW s3 SOUTHERN PINE WITH AN SG OF 0 55, ALUMINUM SHALL BE 6063-T5 AND BE. A MINIMUM OF .126' THiGK STEEL STUDS TO BE A MINIMUM GRADE 33 AMD i,g45" THICK j18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST 125" THICKr71��Gt11�.� ANGLE CLIP (FIGURES S&S) MUST BE USED IN PAIRS: AND A36. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3:SCREW THREADS BEYOND THE MATERIAL. #16 & 7I1 , 1 44 SS: t 1 t #12 ANCHORS INTO WOOD MAY BE STEEL, 18-0 S.S. OR.414 S.S. R"X 4" X .125' A. L"YNI+& ILLER, P.E, MULLION FL P,E.# 5874E Opening Width (to, witrOtIty-spanning muffions) or Opening Height (for honzonel"parining mulfions, ADJUSTMENT FORMULA; 0 ANCHOR CAP Alm, Tube 2;e USE THIS FORMULA TO OBTAIN Lu T 'ANCHOR CAPACITY HE "w ANCHOR OPTONS FROM THE 753 Sir 1 -- —r — -- -- -- — �4 Anchor Pas) -1- T as compWing with the Florida liviffifing Cod. WA' WA fWA RIA NZA ' NQ I h: I-UR I HE UFF15ET QUP, USE I HE �5AMF ANCHOR PA TTERN AND ANCHOR VALUES AS THE STANDARD CLIP, lmw TABLE NOTES: FIGURE 1� FIGURE 2: FIGURE 3� FIGURE 4� FOUPEIL FIGUREI�. 1) SEE SHEET I 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 13 ALLOWABLE, T1. IT 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOYANG DIMENSIONAL REMiGnONS 4-000' SHOWN ON SHEETS 21-23, FIGURE$ SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS - FIGURE IL FIGURE 6, FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT ICMU� SHALL CONFORM TO ASTm C-90. WOOD SHALL BE PRESSURETREATED YFLLOAPY SOUTHERN FINE NTH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T15ANDBEANIKINUM OF,125P THICK STEEL STUDS -10 BEA MINIMUM GRADE 33 AND,046' L an. no "' "' I T THICK(18GAUGE)- STRUCTURAL STEEL TO BEAT LEAST,125- THICK AND A36. ALLANCHORS a2,� ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS- INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 I'XV'X 376" 11 V X 375.j ANCHOR$ INTO WOOD MAY BE STEEL, I M S.3- OR 410 & & -MULLION MULLION ,,..x,/,,, TABLE 8A A2(4%144Y 3Jt6" £tep iJ§" cico 31i£" C Ya'zri }Fa" GstS+a:& i 5;1G Etto 3I'S" £ka 5!4 deo ; 3tt5" DeXYa;Y si4" LeWatS. E 114` S3 Eicc olT Ec, Capaciif Mctaur'£Y3 fNkmns+n: LNU—. kk#2cocre ug-- wtrew¢. U16acort 112=1 74farw:+ U#Uaccn � Ar�3�atar . aiitracan 1' 2-ll2- S" T 1F2` `i.. 2' x a-yy ANCHOR CAPACITY ADJUSTMENT NT ULA: All CI -KIN, CAP,_, ,,�.'t MULLION CAP.,»..,.F. 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 MULLION CAPACITY (FROM THE TAB{_Ej OF THE SELECTED MULLION. R' WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. #z2sex PRODUCT REVISED screw K-Z) .. as en 0.324" Building Code u s NCA- � 20 .03 x-a Expihation oat. 0512612026 1Y237bs By ?a31!6s Wlam;-Oad. Product Cmt § 0.CIF410R19,A M#bs 1350p's 1 N/A I WA I VlWb-, I £36R#�.. 1851D NA I w NA 190 P. NJK VR # NfH 3"f6'dxF WA A-0tis NfA ?UA tUA 34'. (bs 942fb5 mo g. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 4: FIGURE 2' TABLE NOTE& 1) SEE SHEET I FOR: INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING_ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNFAR INTERPOLATION BETWEEN MULL LENGTHS ANDii3R. OPENING WIDTHS is ALLOWABLE. FIGURE 3'. _. .28` 1Y',,' , ANGLE MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3f �� k . - CLIP MUST SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USEDSHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS- I1 - 2fi5° — � . rho 5871';5IN PAIRS. Y � 4) SUBSTRATESc CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE#: FIGURE5`: FIGURES: T ��' � R 666E BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN GO OF 0.55. ALUMINUM SHALL BE 5063-TS AN(JBEAMINIMUM OF 12S"THkCK STEEL STUDS TO BEAAAIFdIAAUM GRADE 33 AND 045" THICK (16 GAUGE). STRUCTURAL. STEEL TO BEAT LEAST .125" THICK AND A36. ALL 1.25" X 3.188' X .255" MULLION ANCHORS INTO METAL SHALL FXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. f 1-Iw vF mtjL uONj. - A. LYt+W MILLER, P.E. i 910 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-0 S.S. OR 410 S.S. LID—] 010 FL P.E.#58705; 'ABLE 9A Mufli.. Cp.&fty Table (IWIt) op -wig INkIth (for wrfir.ft-papomg '"iQom)-Opening H.juht (for nwifiom) 3p In go i" 70 a 5c 3. go m 100 m 120 i'� 140 i� 160. 1-25.3.25 -11;11--�.-'- T. PapfT�-g. R.0.nwl� TWTdang, RmlongdW T�prinang PeOaqula, Ts,grrd,,U, Rvpangular ly*10mg. Reciapgpr YmPlIn-g. R-WigW�r Tw L.drg L.'d"g L-d.g dig L-d.9 U-fiu 19 L-r'.9 �d"q L.�hq Lad'g Ui��n L-dog L-&,I; LC x A001 F Tube. 2r r,nanE a '5 d 6 a 8 8 a 8 15 Iq i 15 15 13 o, 8 8 a 6 'i� 2 9 g A I ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHORCAP.,-,-, X kNlIJLLIONCAP_--) USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED" CORRESPONDINC 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. Anchor A,-l'-,,TYI X16El.. Capacity lul:"=.- It Im De4lil 16, Ei.. 3/18, Eir. V, f'�. 311V OlVipll 1147 El�,Wlel TX-�E� 511� Eko 114- SS Ek. 4M Sbe� Lot-.- U I UA,-. Lt.- ulipop� Ub-, A99.011f. UR.— A99MGkf &--l(G5) PRODUCT REVISED pbs� Z-112 24V2- 2 2-IrZ 11 a /a, il 2-lrz 2 lr2- 2-11;?' 2 17 21 Z' 4S U,5-. 0'32� as connflying with the Fladd. 1,3W_� I N4' f 1-3f4- 114- 1-301 �s p� 4' 14' _k _1o4' I- I-V4- I-V4- 1-1W 1.114- 1- Z* I= 2A�h. a 478'kfir,� 0,G i Sta.�,d.' aff-t uip wig- 11: 30 Ito 45 11 7757bi 39,.bs K' 374 Ibs 664 Gs e 'i6� " , f - '-�rw 3r4 I.: 141M, 2 341 Its 442 ft M-17- ft= fl�IA B.1 ing Code NOA-N..20-0406A3 p _ A.11�1. 115" hlia 0,C. I Stiil-ld.�d T�, 0a, f) Clip -(F�g, 2). 48.0 it, ' 70.D -370- &S WA NA WA 3W cps WA "VT AVA 140 ft NA WA N/A IM ft IiArV!�Oipolft-3� 71-j 44G fl. 1740 R. WA -i 1�li b; $Zft .1. 41, �1. =Mii 1 �7-IZ� - �1-1'7-- I�l. T.A -E -WA ---WIA-- 0. =21 ll-q -m. Expkff.. Date 05126/2026 -.-3A-- QO:W Min, 0,C- IUCfip, 46. -10TAi- fft-4): VA NIA I WA I NfA VA I NA NA -1A 'pA WA VA VA NIA WA 9-A WA Up, NIA 9Mit I'!-- By 4-D 116; _WA 110 43,5ft 7 1p;T Z Mig.-fl-Oad. P-Riuct Co.brl NOTE- FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS E STANDARD CLIP. FIGURE I FIGURE 2 TABLE NOTES. 1),SFE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION is ON LOADING- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: fT IL FIGURE * FIGURE 5: FIGURE & I Ell v! 3) MULLION AND MULLION CLIPS SHO`M ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BEOSED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT IGMU) SHALL CONFORM TOASTM C-90. V40ODSHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AM SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM 05. 10W THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND .045!'THICK(18GAUGE). STRUCTURAL STEEL TO BEAT LEAST -125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, i&S S.S.OR 410 3,26T 25u" L-01 i A001 I 100-1 1.2F'X3,2V'X.lW' 11V'X 3,25 XA01. MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS '4fl 58705 - , lul -I'., OF � rg, tVAI, A, LY'Nk MkLL.ER, P. E, FL F',E# 58705 ABLE10A Mullion Capacity T.bi. (thfie) Opening Wdth (brvedivay-spamung mwiom) or Op Height (firs hoiumdally- panning pidfians) SU it 60 in 70 in Be sn 9U m ise m 320 in 140 in 160 ip Recwgd., TWTwq, Ree—ge,. -fi.piT—ng Ra�0g;-7TT."; i'E— = L..d,.g Lpd.g L�iplm L-ang L-Ain 1—fing nr', L L-dmg Loading q Udgig L-dgiq U.-ftq La.d"�g L-6mg L-d4g, x �624 F--- -��-T. -TT Lg a A, s 1 a al I a a I Uu7n. Tube r, muffior, T`5 A =- T�i < 4 �1 1 2 2 it �-'i 't 4 3 51 44 t� 35.3 370 1 36 g 344 36.2 2 1 21.2 242.f I,, , !9.3_L 393 32J 1 441 1 341 381 i. 2,86 441 302 i 387 254 441 27,2 376 229 441 24 9 372 191 441 1 21.6 363 1 16.4 345 339 I111+11.1 34 2a, I 21f 329 201 jig 213 325 10,1 378 195 21 151 379 1g7 I A -- '18 239 +262153 2 Dsl' 193 1 356 ( 14,3 1 4.41 117.E 1 %1 ANCHOR CAPACITY ADJUSTMENT FORMULA; {OPT) X =ANCHOR -1 USE HIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIREEr CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF IHE SELECTED MULLION. P-IMLL YIELD A MiNimuM ANCHOR CAFACFY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, Anchor �110Ef- Andros Type: 1w 6- IV, P-1w" w 1D'Wait 5119'Fip. 3/, Eil. G —Etta Dm a1w qt ig, 061gg� S1 E�160� 114'3S U-o 910 SLd 412 Sn�! S D- I--- Capactly Or— U—no MI-1 LM1.— Lgt—.. Ucepon I Lin— ull� Lmmpn+ 1114 Ag-W.G.1- L&... AQpigG*.1, (G51 I —:2-"Fjl zv� � �-21-,�12 &va. 2-112' 3-ve 7 045' G�54' 0,32,r n1be'o- 1 1,314 F nt 11 1 -.11 1 I-Iw 1-114" I-IL14 1-1�14"� 1, 4!' 1-30' �4. 4J� Mi., 0,C, 1 Sft,�Id .1 IN..t Clip (Fig, I 3W 1. Jbp :t 450ft B%lbp irp 710 ic, �R' Fm 354 Fbs' Mi --T id 341 it. 442 tt. 5M bs 4 An.h—@* 115- M- 0--� I Standard Offsen Uip {Fig 2} 4 700b, ft /A 320 it. YU H.— -1WA i—t-F—, u�L I- 7, A N A 1A NIA WA 6929. 885 U N 11201bs 7 7W bs 4 An Q 3F Min. O.C. M) a.'f Annie Chp� i tHq 3) 78D I �iA 1g5Q ft. WT&I 76G ib� 1 460 fb� 1 710 U M0 ib, 11160 �bs 74 pg b5 6829. 8$5 fb� 1'i Tk�' az F PRODUCT REVISED L=9plying with the Florida Code NOA-No.- 20-0406.03 Expiration oat. 05/2612026 By Mi. !--Bad. Product Control FIGURE I' FIGURE 2 TABLE �NOTES-� 1-1,250-- 1) SEE SHEET, FOR INsTRuc-noNs ON USING THE TABLES AND SHEET 25 FOR INFORMATION T ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLMNABLE. -,I" -,f , LY11" FIGURE3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 33.250' CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS- HOLLOWAND "CI FIGURE 4 FIGURE 6 FIGURE IL BE .624" .624 GROUT -FILLED CONCRETE BLOCK UNIT (CIMU) SHALL CONFORM TO ASTIII C-90, VV00D SHALL PRESSURE - TREATED YELLOW SOUTHERN PINE �AATH AN SG OF 055 ALUMINUM SHALL BE 60S345 AND BEA MINIMUM OF ACU'l RICK, STEEL STUDS TO BE MINIMUM GRADE 33 AND i f "E ZZ, - 045- THICK (IA5 GAUGE), STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A35- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1-25X 3.25` X,624' 1.25'X 3,25'X .6241 #10 & #12 ANCHORS INTO WOOD MAY RESTFEL, I8-S&S-OR410SS, MULLION FOR MULLION F OR RELD'MULLE D UNITS FACTORY4,AULLED UNITS P.E. L FL P.EA58705 ANCHOR CAPACITY ADJUSTMENT FORMULA: (Op— I X iANCHOR CAP USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, MIEN IT IS LOINER jj THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECT50 MULLION- IT VVJL,- YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AUDIT iONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I TABLE I I B ` I E 9, " ----PTIW,.d ISM StbarAS, 231, Coxien, 31, Con-Sc Hsu- CNIG u Anchor AIFEIS, Ife Ecc Se DSW.It IWOcViet 5116 E" 'VI6" Ell. 114"Et. 'IT 0,�W.t V41 0,,vV?jt IM"SSEI- 5f1YE IM� 0111111' A.cs,TypS,, ug.— up,xW ult— Un— ul— AIIIIfoGpf� URW.[��p AINMCOW SCIMIGN, S—(W) S— (G5) Capacity ug— ull— , PRODUCT REVISED 0b.) Ed9-- DlasXe MI I" 2-11� v 11 1- 2-112, T 3-119, 2' a 03F 6,T21F as complying with the Florida 31ii. -- --2-- 1-11'r "Jv al. HuRding Code V4 r 144 1 CW T 4f -11 -114' 442 bS '—W, 7bs— NOA-N —2 Arri.is 94.T 20-0406.03 ��!!s 89a as 310 bS 6301b- ?2GIbs VOIDS 1644 f- 270 Ins ZX It, TA lbs 740 Ibs 23D IDS 370lbs =Ibl 53011S. 3741M 664 bS 94C b� '0' Ma its V 3 1' OlbS 370 )to IVA WA Nc, His NIA WA NA 74D I, WA IVA No, NA WA 032 �Sl. 885 IDS 11201is 4Ansh— Q 1, 1Y M. C,C, Sbilded tc,0#s�t)Cfip (Fg� 2� 480 1, M los 'A "'A 33 lb� ExpliIation Date 05/26/2026 I_ 'ps Z�fbs WS 55D.M. /A 7601b� Its MISS 649[bS 116N�S 0 Cf(2) aBAnite Clips t {fig 3j 78D bs 783 lbs 1 "5- 620 bs 1-150 It. 74Z b,_ __Mls_ '.40 0. 2,T_ [Aflic, 80 IbS I r 682 R. ago Its 1120IM_ 4 Anch� Q 0,5�r Min- 0,C, i U-ap, into -10V All— (Rli- Q- 41A WA J� A 111A PVA Inc TWA NIA NIA RA -- — N-1A -1-41A WA NIA CIA N 'VA 741A IVA NIA WA NIA 17 1 By -�7 b, MI-1-Dade Product C—ImA iAlch�ff-Cln(F,9511115bs 1161b, I. 1�,7 av�6S a Ito It;; IR 135 it's Izin, Ivibs oft 8�� 160as 299t.1 187 itis M 473 bs Ira W, zf:bS 5W Ics 2AIK h� 491,16 Ma OXY F�Cfip (Up, 61 240Its 350 e, 160Ib, 63DWS la5ft NIA NA t NA. 370 IS. WA on, CA MIA 41A 3341 ft 47 M i3,OTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP - FIGURE 1, FIGURE 2? TABLE NOTE& I} SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Ijjj ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION MET HODS_ 2)LINEAP INTERPOLATIONSETVVEEN MULL LENGTHS ANCIOR OPENING 1AADTHS ISALLOWABLE. FIGURE 3: ANGLE 3) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94" CLIP MUST SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS, L 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLUDWANG FIGURE 4: FIGURE 5,' FIGURE& GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO M C-90 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055 ALUMINUM SHALL BE 31, F 6063-T5 AND BE A MIT41MLW OF AOD-THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .624' 045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126" THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 912 ANCHORS INTO MOD MAY BE STEEL, IM S-S, OR 410 S,& 1.25'X 3-2*'X 624' A- LYN ER, P.E. MULUOI4 FL P,E,# 58705 TABLE12A so in 60 is R-1-7.4m `iPETaag- P—Ia'WO- Twrf-ae. 2x4x.26 Eadag Loads g L--dag L—firg Alum Tube Muffiw 5 A 5 r mz Opening Width (fofvarticaffy-sparrIng mulfions)orOpeni 70m F 80h 90 id M. T'-WT'kM R-Iond., T"VT..*. R- T'-w 19 IL-6-4 Lai &q L-ftif L-14-9 La. St S t5 f- HIS. 1� I fw in 1 120 1. y. 4� t i. Iigq 41 2-1 �1 arr rani 140 ja 966 in T-Prrd-g P-�-Ii-!- Tnmff--q LM&* L-&q La�dAg L-2m; TH so an I 1700 1 1328 1 5700 14144 1149.1 r! "156�80 1 1: 994 139,3 1102 IM W-5 1398 10t6 1147 74 5 �! 13S9 I MS 11122 1 r39 1 139s 75 H79 1229 9B 9 1044 12n 121 "! " 96m 1147-41 122SI151-6 ��122 81,9 112291 89A 1 102�� 1 717 1 1229 1 824 1 10116, SIA 1 W91 722 1 52,7 1 Iml Z. 108ia 103.6 971 2-05,8 87 3 !1 89.0 862 7CO 971 71.2 849 [641 1 M_j 684 1 837 57.5 1 90 1 61.8 1 225 151.8 1 971 156,5 1 $16 11411 971 1 49.0 1 1116 1 .17.0 1 971 1 44A 1 782 1324 1 1)71 140.6 1 771 111 95A 919 '3 832 o19 819 819 ev 1119 70 '06 '1' Z_ 7ei 510 V19 -56.7 7Z4 47.7 919 St 774 '39.7 aui 4C8 756 341 919 402 74!j 29ke 37-1 732 120 m 7-15 7W M8 705 639 786 55'a $95 ,�7 17, �j 655 41,r 78-8 44.4 34-9 553 21,G ms 31,0 44 Ia 4 4S9 312 546 �1,9 *I 27'a w 2ii� �' I i'5 'ga TABLE12B S'bsf'ge zr. C2m.1. 3IC—fac 'A I 'edu I " EAnchor k. NV7 k V4Eta 1 31&DM.1 Dev =a, 'zCapocity Uffmw w uamm uwSxsew obs) 2-V2 3Vsl 2-1Z 7A k doa 3, 1b, 2A-hM ,a, 215 ta &Z 712 110 WA =111A �b� WA 341 ft --iA-r0fr @ 1 71- M., G.CJ F-CIO F4 10Yj 443 Ws I 52aLb�7I ELfts 3.. 'M N/A WA 9 ;m Mi k 2 .4! .a� IfE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE FXATAPLE 0P1 SHEET 24. FIGURE I- FIGURE 2- FIGURE 3: FIGURE 4: TABLE NOTES' MI 1) SEE SHEET I FOR INSTRUGFIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FIGURE 5: FIGURE 6: 2} LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WDTHS IS ALLO%VABLE- 3) MULLION AND MULLION CURB SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO EYE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOVM ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FfGURE7. FIGURES: FIGURE9: RGUIRE10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT M. IE (FIGURES 585) MUST BE USED (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0-5& ALUMINUM SHALL BE S063-T5 ADD BE AMINIMUM OF, 125THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045THICK (1a IN PAIRS. GAUGE), STRUCTUPAL STEEL TO BE AT LEAST, 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 412 ANCHORS INTO WOOD MAY BE STEEL, 1S-8S,S-OR410S,& ANCHOR CAPACITY ADJUSTMENT FORMULA. ANCHOR CAF_ _WUL L . CA ANCHORCAP-- USE THIS FORMULA TO OUTAW THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 13 LOWER THAN THE MULLION CAPACITY ,FROM THE TABLE) OF THE SELECTED MULLION. IT WILL i YIELD A MINIMUM ANCHOR i CAPACITY V%itCH MAY BE i USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i Z�51 R s4 was) PRODUCT REVISED 4.325" as I he FlIurfria, t =Mn-S FIX Re NOA-No. 20-0406.03 lix. 1bs Expiration Date qj/2612026 I i72J its BY 16rIlm Mi—i-oird. Product Coirtrad LLI- 11-1 2"X4"X,25*MULU0N ...... 47 No 0 0fF IF A ILER, P.E. FL P.E.# 58705 TABLE13A Anchor Capacity (tbs) M. OZ' / ,vie, Ll— t Ur, mr, f I- I wlEr a-W.R I 1w r�Wl�� UNak Ut— uI.— UI—A' 11 t!,16. I Ill 1114t, —Ell, i 31ill rFIN.'t I ", It— I W-- ANCHOR CAPACITY ADJUSTMENT FORMULA: (BE X A I NCH0RCAP-,_—,I — MULLION CAP.,,„-, = ANCHOR CAP.,,.j USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRE[)" 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 WLL YIELD A MINI MUM ANCHOR CAPAUTY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Ste R 5rlel El- lWS5 EIm usaonAgg.C-A., S—I(35) &—(G5) PRODUCT REVISED ...PW.9 vAW fl. Flodd. Btfddkw Code , 664 1 b� 34 1 NGA-No. 20-0406.03 1272 tbs 1892 its 6521ffi112D" Fxplmon vat. 0/2612026 4AA NA 224ft0 By . 17701b. 274E3t6s Ml.mi-Vad. PmduIct Cr t-f 0 TABLE NOTES: FIGURE 1; FIGURE 2: FIGURE 3. FIGURE 4: FIGURE 6: FIGURE 9: FIGURE 10: FIGURE 11 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON -2-OW' LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. v I 2) LINEAR INTERPOLATION GETWEEN MULL LENGTHS AN DIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOP EXACT DIMENSIONS, SEE SHEETS 6.0 w - * No' �-S'ozi SHOWN 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ON FIGURE 5: FIGURE 6: FIGURE 7; SHEETS 2123. FIGURES SHOIN SUGGESTED, APPROXINIATE BOLE LOCATIONS. --------- ANGLE 0 . CLIP ---------- 4j SUBSTRATES CONCRETE SHALL CONFORM TO AGI 36I SPECIFfCXf-IONS, HOLLOWAND GROUT-FfLLED (FFGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORSA TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED 5-77 YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE AWNIMUM OF126' MUST BE USED IN THICK STEEL STUDS TO:BE A MINIMUM GRADE 33 AND 045- THICK (IF GAUGE)- STRUCTURAL STEEL TO PARS. BE AT LEAST -125'THICKAND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. #10 &;912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 &S, OR 410 S.S.2'X 6`X,25MULLION FL - - - - - - TABLE14A Recta xA26'Alum Z7 Tube Mug I -2L— Anchor Capacity (Ibs) Opening %Width (for mtAwsl or Opening Height (for ho4zoNally-spargilng mtRons) 60 i, 60 m 70 itt 8¢in q0 1, Im i� 120 m 140 1r, 160 in 77W F 79 =vw-, 7W=�- e�ama� T-Prrwg -d� � -ro Rmtargub ' Re-twqUlar TfqVTO RPtenguw TT*T--g, R�ta J., Tfapr7-m. lq�ta,,Ptar 7, L.d,.,g L-dT ,IQ L-dhv Lo,,d!,Q Ltcdi-1 L..Mg L..d.V L-IM2 LA�V L-dm La.d,,g �d,ng L-0,�g Lcl,2 Z. g ge -y '31 � T—l-le <R11 �i— TV 0�� l 5� i'a Siz 15 2 15 'H & .9 Np ZYXC-,�Ze 3k C.--Ie 311 ut 1w T uivviu; 01111-1 A GA 99- 'A- t, 1 2-ir�, —kvm T7 V 2-VT I 2-11T 1' 1 2412' 1 2-VT Z, 31,f 1�- aE- I-aW I-W4 ',-W' 1-114- 2' I -VC 1-114' 1-11,4' 1-_114'_i !�,W ", MW 1 1 1-114- 1 IAW 7;M%; T Wb� is s 62D Ebl 12W IbS _Z40 —ft 17- 74i 18%lbs FABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOP INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WOTHS 13 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 SUGGE5TED. APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRA71 ES, CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS- HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT tCMU) SHALL CONFORM TO ASTM C-90. MOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE 6063aT 5 AND BEA MINIMUM OF,126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND,04,r THICK (18 GAUGEL STRUCTURAL STEEL TO BE AT LEAST .125"THICK AND A.316- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE NIATERIAL. #10 & #12 ANCHORS INTO WOOD MAY HE STEEL, 138 S-S. OR 410 S.& ANCHOR CAPACITY ADJUSTMENT FORMULA: __ (DP_)x 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 MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. ITWILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 2- 1-26'X2.11'X.125'MULLION (INTEGRAL FIN MULLIOIr) #12 st-I 8— G5) I m E.pimth,n Oat. 0512612026 7— BY Miavifl-Dade P-dot Cantrell 0�'do, 587L,, 's NAL A. LY44VLL�R, P.E. FL P-E458705 I TABLE 15A ANCHORCAPACITY ADJUSTMENT FORMULA: DP__?X ff=.NCH0R0AP...,.,.,._.,j LIDAll CAP.,;,x,:,a1 =ANCHORCAP.— 1 i BSE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING j TO AN ACTUAL PRESSURE TEQUIRE@RENT FOR THE vPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY j 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 CAPACITYTABLE. sutsmre 27kC �"teaI �#. :c.5kc;,,,,';..: rwftllsa:U rwedaxi arrive �_ tree.# PRODUCT REVISED Anchor stss° 0 if 'El.. E§ a __._ µ as co. 9 n with FBna"szia -zy 3tt&" OeWatt t �- G;eYvat ; 5fk6" Etca Yt5' Eica 114" Eto 3.t6' 6eNai<. if4` i}ei'Y3f I9t4" SS E#co S7f8 Etta: 4 SS EEa Sfl SIG. 12 �'t S v'12 S#eeE _ ecr.+ t}ft(a". n u#hacoss {Atlatgrp UIU+iC6rH UFGaGa ` A TJ a£v UL4taeao A $G;2v£` tHaRER ulhaccn Utaon un ac.�rs-� .atrz } �.^ � g t j J 4 �`} Pa[iA c,. -� ;tQ CapacHy EEre ixs*axe tm s- z=s,r s t - - # " i 99 gEse�"rator Eurev t S^rev� c,) toss} I 6 ( j j ' it i z-vr z tr z-trz a atrz aerr " ztm ! z a1 oart Sa^ t f�_.. _j I ExTa6—u— bat$ 0512�12026 By as&iecs I Rf4d—l-L#a —ProductC mE FIGURE 1L TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, j SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j F€GURE 2- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. .125•' g HOLES JLES TO BE DRILLED IN THE FIELD FOLLOVWNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE. LOCATIONS. 3.250" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACE 301 SPECIPfCATIONS. HCY€ LOWAND GROUT -FILLED NO 58705 .4. � FIGURE 3: �.. CONCRETE BLOCK UNIT {CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PfNE WITH AN. SG OF 9 55 ALUMINUM SHALL BE 6063-35 AND BE A MINIMUM OF 126' � =- �"�,.. Tt4ICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 046' THICK 118 GAUGE}. STRUCTURAL STEEL TO BEAT 30' BAY � :� � 11J w ,#' tClti. LEAST 125 THICK AND A36 ALL ANCHORS INTO METAL SHALE.. EXTEND AT LEAST 3 SCREWTHREADS BEYOND. Ah£iLUi}N m THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-5 S.S. OR 41.0 S.S.F' � U?•.. E.';•i, ,,`, i ANGLE CLIP 1-3) MUST BE PAIR$. (FIGURES USED IN A. LYNP'MIF:t'.EEi` P.F. FL P.E.# 58705 I TABLE 167 � Mufflon Capacity Ta {{¢ss t' ANCHOR CAPACITY Op0- "- iy-spa-Irg MLAIG-) oropsaing Ho (for txtilzo spamrg miaors) ADJUSTMENT 54 §n 80tn 70 in 80m gain 100 in: min 140i[t 16ao ANCHOR CAR__ Reefan{yaar � irz9fTdaw. R tagdar TraNYdan9. Rar£an9ufar T--0-Tia� Rsetan3-2- T-PIT izni Rx-im TI*Tnan9. INCIIu gttlst' Tlij Tf;an9, R$ Ima,tta�' Trs� Tm% R2c! .4w tk;F%T§i i fSctMgaiar . TraPfTdan9, (DP_,) X �vii3LLi£7P# GAAP..,,,,.,,,. T 3.2r 45 _ n3 Load.9 LQafm LaarHng Lasdin6 Loa&aa L.s y Laadm9 Laadwg La dsj L.&V :tazdbg ::. i.",Q C da q i.o".q Lo 5ng L-clog - DEG, AL. � m � z r z" � _ � t >•` f. mANCHORCAP.,,. "' { c r a z s z z� I� �• z � a � ,u s � � � F i t I� ' BAYMULL a a a " 2 .'8. a o. a. 4. . X' `� n. ;i f �. 1 a °' a a. ��' v es g tl e� o iro :0 ca v 9 9cL � as r3 a v cx'" v.. c3 v ci.: v o ci r,`°i =� ci er m ci <i � USE THIS FORMULA TO (70'Chi$b C1 i.t.€ _. y " 5 -5 . I c THE "ANCHOR CAPACk7Y #.. ar4Dc `^s'- air 'g' aa:' a:�am gym,,, a%: a� art `- aec ace �� ¢ic �.. 4rr �'� a� P a.• ors ��.�as. RcCtU1ftED".CflRRE5P4h1C71NG,� ��. �- "'. {. ....1,.... TO AN ACTUAL PRESSURE �. dZ in §76II 620 1744 $35 '170.0 744. I71I0 47& i760 866 }7tr.4 SEl6 :770.0 992 1704 519 1704 1116 170,0 521 1,, i2444: t74.4 52i 4700 145$ 174.0 5Z1 170.4 178E T74.6 521 f60;3 A57t 17tt.0 521 REQUIREMENT FOR THE. � 0. 46 in 170.0 700 170.0 524 970.0 850 .17k0 584 1740 W2 :174.0 630 t70.0,'1153 170.0 661 f744 1275 170a 677 ..17a0 1417 1700 6W 1637 1637 1760 660 1463 1637 174.0 680 mX 1637 170.4 684 OPENING, WHEN IT IS LOWER 0 �. THAN THE MULLION CAPACITY 50.625in 170.4 747 1700 563 §7(t.a 893. :979,6 Sal 174.0 f043 970.E £84: t74.4 j. 119E f70a 723 f70.0 134E :170A 747 174.E 1494 170,0 756 iU71 1552 1700 756 1261 15„2 170-0 7%: 111A "552 170.a 756 •-`} -- - (FROM THE TABLE) OF THE Uj 0 < 54 i, 170.4 TV 170.0 612. 170.4 956 17OX 691. k760 1718 174.0 7541704 1275 1700 80s 170.0 1434 '170,0 837,1552 1455 170.0 8% 12sa 1455 170.0 eel 110.E 145E 17010.. mi 57.O i455 100 all SELECTED MULLION. fTU ILL :> . V _ VIEL€7 A73FNFfiAi.ld9 dsMCHvft. > fib er.: : 170.3 685 17b,4 741 §7a.4 ICES 170.4 797 1770 724b 170,0 8X8. .157.E � 73f}y j70.a 944'.:339.T 134E f7D.4 955 . 7Z5.7 #343 563,E 194,8 I= i57.t 982 89.E 13C9 157.1 982 75,@ f3fl9 157.1 � 9@2 .-_ ..� SI CAPACITY WHICH Y BE M W &:in 170.0 930:.. 170.0 745 170.0 1118 ..:i74.4 850 1829 1247 474,0 1140. 142.5 1247 164.5 983 126,7 1247 '1528 96S N1140 1247. 144S 952. ..950 t247 7362 636 &1;t A247 155.7 835 7i,3 1247 135,Z + USED sfl QUALIFY ALiSiiTEi3%7AL s Win -1743 974 1700 789 CILO 516R 170:4 9U3 MA 1190 163.7 129.9 ( 1190 14T9 945 115A 11% 131LS � 92S-i� 10M, 1190 : t28.4 814 @56 1t9Q 11ss m 74.2 1190 118.5 ass 64:9 1150 11&1 i 893 ANCHOR OPTIONS FRf,7 THE Z� CO . 15,t.:. m ----?---r -- ANCHOR CAPACITY TABLE, c 721.. 961.E 94N# 569.8 877 11i.7 161k. 1446 659 115.4 9tN9 :127.2 C42 >q 165RG 7410 E147 828 898 1016 #05.6( 8k7 4: 50.8 #414 98,9 &07 &7.-s 14^4 9t1.S 795 57:7 `#940 57.6 i24 4.5+3.5 ibf4 $7.7 789 s 76 sx f37.4 9a5 143& 792 :i145 946 1220 Y75 951 9M Sfk7_1 Z31 85.9? A?2 952 749 763 9518 862 s 7'8 it 66.7 SIIn`. 82.3 729 =:Si2 dA5 74.7 716 dfi.9 # 946 11.2 714 42.9 K6 79.& 708 O 75. 1271 881 1325 754 705.9 861 1125 7W Rae 667 9&6 725 NIA; 881 86.5 713 708 567 819 € 03 k 98.6 Mi 75A 894 53.4 $61 C5.1 eti 45A j 551 54.5 6755 �.7 WT W,7 ( 8'f`a r N I 90 vt &L7 546 £s64 £ S74 589 646 72' S64 '.%I 696 829 114 1517; &b6 53.1 54S 45,4 S45 WS 537 41A W 47,0 5.ag 546 54H 4 5 519 29.E m 38 $41 25.9 645 36.5 507 t[ J - - - i Uj o' cc Ica �c ((( 96 In 65.2 560 74.1 S6a T 56"6 Me a9 i 499 481 Sot 514 491 :47x + Sfi8 *37 41A ( 47C �341 569 38.7 47Q 2$4 56$ 33A egg 24.3 568 34.E C,?.. 28.3 555 .7 .1 eli Lti u.sa47.9 449 48.9 405 '399 449 472 399 342 449 357 393 .299 � 449 9 Mh 382 2%9 44SS 261 377 240 449 2Z7 363 17.1 449 20A 361 #5.4443 78.9 355 IN445 425 �5.fl z 385 .38A 475 37.9 373 31:5 425. 328 373 27.E 425 5 26.2; WZ 227 425. 24,0 355 18.4 425 20.7 35ti 15,8 425 1£.5 '+43#ZO in349364 35.E 33A Z9.1 384 26.8 329 Z4.9 354 26,E 32§ 245' 364 2S}5 ` 313E17,E364 }57 Y39 T 1 f (} tS'} .£ 0 0 144 in 20,2 2S3 244 233 465 253 47.'{ 230 1.. D.O Z W Ci? J w `� v Subs2ra .-' 2.7k ConcrQte 3k Ca-L-V!t anzt 1n U„I€.21;c.rra . HdI w_z C._SNu 3-E_t1Y", Anchor 3116 Et6 Ec6 41k SS CERSICUtr W UflAndiYPa flaU1#an _GaiageG nGa7acSty -- Z..-._ REVISED as complying with the Florida Building Code FIGURE 1: TABLE I OTFS: 1) SEE SHEET 4 FAIR WST€ UCd IONS ON USING THE.TASLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2: 21 LINEAR 114TERPIDLA-BON BET18JEEN MULL LENGTH$ ANOICR OPENING WIDTHS IS ALLCrWABLE._FIGURE °tuts,3) MULLION AN€5 MULUO€3 CL€PS SHOWN ARE NOT TO SCALE. FOR EXACT DiMENSIOUS, SEE SHEETS 21 23.HOLES TO $E DRILLED IN THE FIELD FOLLOWING DIMENS€ONAL RESTRIC LIONS SH : QN SHEETS 21-23. .126"'FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOC'ATIONS.4-P,:.i4) Q.A SUBSTRATES.CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND ORQUT-FILLED"' FIGURE3:.. COONCRETE BLOCK UNIT (CMU) SHALL C�.ONFORM TO ASTM C-9G. WOOD SHALL BE PRESSURE-TREATEDc YELLC7W SOUTHERN PINE WITH AN SG 4OF 0 55 ALUMINUM SHALL BE 6x063-T5 AND BE A MINIMUM OF 125' O. �{�ccTHICK. STEEL STUDS TO BEA MINIMUt9 GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12&'THICK ANDA36, ALL ANCHORS INTO METAL SHALL. EXTEND AT LEAST 3 SCREWTHREADS BEYOND � ,o t OF � C,,, ' •. `- . �� THE MATERIAL: #10 S #1`2 ANCHORS INTO WOOD MAYBE STEEL, 18-8 SS, OR 410 S.S. ('' { ANGLE CUP {FIGURES 1-3) MUST BE USED 1N PAIRS. f�J� t� ��'17�" � ; t M1�, A. LYNN MLLER,P,E_ FL RE.# 58705.. 4 i t I IT .125" I5 1" }; 2" X .125" FIIULLION I' X 2" X .375" MULLION 6063-TS ALUM. 6063-T6 ALUM. X-SECTION X-SECTION i I STANDARD CLIP 2 t C„ 6063-16 ALUM !ll X-SECTION -.126' .._.___..... 5554*— _—_—__ CUT 4iERE TQ .375" CREAFE F-CLIP. SEE. � MIN. MIN,. DETAILS SHEET, !'JA L STANDARD CLIP 8063-T6.ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW -- WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR Q.C. ....DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER- 1/16". ..MIN. MIN. I I f 1 t D I OFFSET CLIP . I(( _ 64ALUM. EW126' TOPI/I �--- lm I I'25" 2.750" 1 } _ s7s• 9"X 2.75"X .376'MULLION 5463-T$ ALUM. X-SECTION j---.125' �y I I 2.125" I U-CLIP I 6963T6ALUM. X-SECT[flN 125 — .740" — _ .. __A.... .338" MIN. I A d I U-CIS, f 6083-T6 ALUM. /' TOPVIEW __VWVITH TER OF ANCHOR E MUST LIE IN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE. DIAMETER: ANCHOR DIAMETER +-1116P TABLE B I 125" 2.750"-�--.125'° 3125" 3.9$$" I r_..265" € 5Q6" 33�� L � � V X 2.75" X .85€Y' MULLION 1" X 3.125" X .5" MULLION 1.25" X 3.18S" X ,285' MULLION 6063-T6 ALUM. 6053rT6 ALUM. 6W3-T6 ALUM. X-SECTION X-SECTION X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2. 0 9' X-SECTION �. . 125" - — ' 2X5 ANGLE CLIP 6063-T6 ALUM. ZTOE"'JIEtN CER OF ANCHOR HOLE MUST LIE WITHIN THE _OAStiENTED BOUNDARY. SEE. SHEETS 5-13 FOR THE ANCHOR GC. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 11161, NOTES 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THM SHEET. 2) SEE SHEETS 5-9, 12 8 18 FOR. SUGGESTED, APPROXIMATE HOLE LOCATIONS &ANCHOR O.C. DISTANCE.. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 25" 2.1�16" 934" 1.26" X 2.11"X .125" MULLION 6063,T6ALUM. XSECTiON TABLE A ,LDimensioni Value (m)For Mullion: A 1.625 " X2" X.125, B 2.654 Aluminum. C 0.895 Tube Mullion D I 0.740 A I 25. '. X2"Xum H { 2.404 Aluminum C 0.635 Tube Mufflon D 0.490 A 1.875 1" X 2 75"" X B., I 3.600 .375 Aluminum C 0,757 Tube Mullon D 1:118 A 1.312 1°,X2.75"X S 3.000 .659' C 0.476 Aluminum D 0.836. Tube Mullion A 2.000 B 2.837 1" X 3.125" X 540" Alum EC ;. 0.863 "rube Mull D 1.937 A 2,625 125"X3.188° B 3.262 X..285" Alum C 0.862 Tube Mull D 1.762 1 26" X2.11x. Fc 1893 .121"..Alum.. Tube. �Nfull f f3 Iv" icr 'jE� PRODUCT REVISE as c.mpl*jing ralth the Florida Building Code NOA-No-_20-040643 E.piratlon gate 0512 /2026 By MI. -I -Dade Produ.t Control - No.587,05 = u fit - a a S %;rrirFif,L �f_ 11t I.if Eldt•'• A. LYNN MILLER, P.E_ FL. P.E.# 53705:. I i ` 4009" E •"25" STANDARDO€AP 4.fXi�J" 4.Cifl"J" 2©69' 2.125" us 2,525" 5463-78 fil.UhR. # 2X5 ADfG#-E GLEP ( 125" k(( X-S£CTS4iii 6053-TI, ALUM. � ( I € g 6053-T2 RtU#fl. X-SECT ON 126, £''t X-SECTION Ca 031 .£139". ; t A25" z f 125 _.� CENTER OF ANCHOR; HOLE MUST LIEN}TH€MTHE � co r { } 375" ' 155 �'+ DASHED $OUAki}ARY. SEE SHEETS 10-2i} FOR THE _ .% _T ___ _ ANCHOR Q-C DISTANCE, MAXIMUM ANCHOR _i t"X4"X_125" 1"X4"X _375" 1'X4'"X..375` .._..._._ _._.... HOLE DIAMETER: ANCHOR DIAMETEtR+1{i6". � � �}:.fin #-j .. MULLION . MULLI{7N. 'T"-MULUON S 5.5C0°. - -.I 5. Z 6063-Te 1ALUM, 6W3-.T8 ALUM, 6663-T6 ALUM {�-� CUT HERE TO ( 375« �`�, 376, � 0 (D � ,375"_p.-4 3.i25" `-E _ CREATE f CUR, SEE i �44N XSECTION.. X-SECTION X-SECTION (1FIN. k 6ETAff E.SHEET4 E L ._ �" � 0) Q asY 1.250" � � 76 _ � t u � 1- 1.594"'--{ 'FACTOR, 1 554"--^-j _.._ _� _' - 3 CENTER OF -- - - - - { -. . ao rruu� _ �____._____t. t__, y .r ._, T.__________ _ _�.. T 375,.. Fn_ ._. 1 v�nrnv j f I I , t (� E 6 ANCHOR HOE P k 'MIN �1 y '"0 R� MUST LIE V4C5HN 1 ELo7'ez. E THE STASHED "-" t [ F- .� . . BOUNDARY. SEE 1 E j F SHEETS IC-17 z i ([[[S 2A75° -i {{ --FORTHE �} CHQ.C. F- ¢ coo 100' 3.9{{ 4 DISTANCE. 8250'82MAXIMUM L�tu> ¢ om „0 3.25ANCHOR HOLE ! I i DIAMETER: ,1 0 ----- ANCHOR DIAMETER1f10`_J} 0 LA00" co 2X5 ANGLE CLIP c6b3-TS ALUM,-T Y STANDARD CEP J-CLIP -.#i 6i63-T6 ALUM 6053TSALUM. TQpV1EvV )} : /CE.TEF1 flF AHRLE -i 2WTHIhTHEDRSHED BOUNDARY, SEE TOPMEW T4pvE`N PRODUCT VISED t.25"MULLIO .106" s.25"X MULLION 624^ 125"X 3.94"X.624" SHEETS 1G i7 FOR THE ANCHOR J.C. TABLE C TABLE G, CONT_ as ar the - 35UT5AL +5-TSAL : MULLION--DISTANCE.MAXIMU#u1ANCHOR HOLE [ menslon...Value i )I da 6ZX-SECTION CX-SE TION .... {di4}. F43' ItOYt:. l}t8Y12Sf�4ik. 113Ille 4Ff ' For R$tEl#W3$; : `6 B43fi5-TS ALUM, ..� f3£A0.RETER: ANCHOR Ci#7,}§ETEi2 s 1fi8 F " de X--SEC tt€3N X-SECTION - 36&? 1"JC4"X F S93$ 225'K3.?5" _. -SECT! Nd 1 125" o sa x.s24 ra Irate 5/2612026 tf 2.684I Alur im,^ 1i 1.438 I . Ahxn nun 3£ia6 T;(TTe ion b 3,Z6ii Tube MullionY . r^%I i25 .375"..._`� E-,375" F T87 4 Xrf X F Z.E25 1.25 K324" cesckaofl a Q1171", 1.377' t25'MIN. { G €%757 375" G 1.125 X 624 ? ssi###^^^''' c___-__-_____ i-! 2d7 AJtan' R i_9€Y,i { AXumtr,::m 1_ -- s ` t S.wo Tube &"I° ! 3.22E Tube Muffien 3.25"F125`-' `j 1 6 75C7 X 1tHI"E 2 875 145- Eay I4 W i i j 228U" t F [j i 3 .. 1 `7150Ax;tanirtrst30` r----_ � ` 32E Tube mumonH tL/� a 2�tr as" �tr fiA3 t ' TA�fi� D3D"BAYMl1LLfQN t 2 BQ83-T6P&t Parf # fi06SECALU?vt. E X-SECT^-. ..._. { 1@8t#f @if�ld6fl $if3. Clip f}€i`ii 1. A-f. Clipx.�EcriQx tr tOFFSET CUP ' X4".X.925' {t€ij 69�4 6661315Pi 66Fi1122M 66W41I 4 i ---� AC.UM. # X4"X 37"•(1t} �3ia 666i12M FiB61#2�41 389242�A 5 �.t.� .228"-� ;-a.981"-i .226" 981"--j .744" -#-n- --t TOPV4EW 1`X4"X.379' T'(11) C6653 655112M W61123M 566242M NQTES: �. 1 25" X325" X i4Ef' (i3j 20166'20312 6651127M .6661124M C6624105M "`1,,, (� F �` 125'X32YX624`d44T :: 24i8iJ2a315 866i128M 8fiB1125Cat 693i2411fiPA. f ,.;y . 1) HOLES TO BE DRILLED IN THE FIELD POLLCtIrYll'�iG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .0�1 25' X394"X_624'{75} - 20162 6681117M 6661126M 6682417M2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 34 ti?gree (19j 6&643 NIA NIA NIA0M , PYA id?A 1>F(A1M !T 3) SEE SHEETSr2-4 FOR GENERAL. INSTALLATION ME MODS, A. LYS' N CLER> P.E. FL P.E.# 58705 TABLE E R :I Mull Dimension PGTPart (sweet#) Mullion Std. Clip U-Clip Angle Clip -'i �"'-.125' U ----7X"`-.125"F-:125"2" X4" X.25" (16)66602 826'[11 616271M 6665112M 4_. __ 2"X6"X.25"{t7) 6SSU4 SS62S2M 66S272tM 5665113M STANPARP CLIP EU-CLIP 2X5ANGLE CLIP 'Z6p63-76ALUM. (6`s3-TeAL,UM. 6063-T6 ALUM.2.00Yi" X-SECTION 2.126'X-SECTION X-SECTION 2-000�'dC1TES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOsAtNG I r-125" y-ARE" -.125"DIMENSK)NAL RESTRICTIONS GNEN ON THIS SHEET. � - __.�: - _.. l � � LU 2) SEE SHEETS 16-17 FOR SUGGESTED, APPRO)QW.TE I HOLE LOCATIONS. 3} SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -s CUT HFRF TO CREATE F-CLW, (D �-.---375' O n j 2„riL'CY'.- .375•'_ +� I SEE DETAIL F. 575" rC. 375" j � I MIN, ----- MIN. i ` SNEET4 MlPI, - { #- C;y 0T, .. k, z. <. -__-_-__ __.___._-___ _ LU G Z - a 4,00 0" {1 I ( { r c3 t 3.435" __ _. SASE" i �X '_ __..__ .._ �__.._._ ..- ---- �-- - - - -' � U a � .259" - 2" X 4" X .25' F - j i I <_C sX Ep MULLION 3.438" j `E z �z EC53TS ALUM. j !' j (( a < '5;o:�®. 00 X-SECTION t { f (( I y .375" a. b} Lilox _L ±. 1 tj STANDARD CLIP U-CUP,6063-T6ALUW 2X5 ANGLE CLIP` • Ij I (;,ENTER OF ANCHOR HOLE. MUST' LIfE-Y. S468d6 PLUM. ZsF.UR' X 4° MULLION SHEET 16 CE.I - OF ANCHOR HOLE MUST ESE 616E-T€a ALU¢t. � 'Z ED (0 .25D"J VOTHINTHE DASHED BOUNDARY SEE TOPVIEW Topvte v —WITHIN THE dA,SHED BOUNDARY. SEE TOPViEVJ SHEE IS 16-17 FOR THE ANCHOR O.C. � SHEETS 16 17 FOR THE ANCHOR O:C. � m �>_! .GC DISTANCE. MAXIMUM AN04OR HOLE z CENTER OF ANCHOR HOLE MUST LIE DISTANCE MMAXEMUM ANCHOR HOLE IIUtE ETER: ANCHOR D(NNL-�FER t 3E16" WITHIN THE DASHEDBOUNDARY- SEE ETER: ANCHOR, C1LWETER t 1116" SHEETS 16-17 FOR THE ANCHOR 4L. FP:RODUCTVISED 5rDISTANCE. MAXOMU€ ANCHOR HOLE `� -mplyig - h the Fi -375' .CUTHEPETO t`, DIAMETER ANCHOR € IAMETER, 1116'.S:i36£i-----m�6rsg 1vor9e a a° - e CREATEF UP• MCA -No. 2 - 06.03 i SEE DETAIL F, E 375 '*„ � � \, ? ,SZ6" sxEeTa �M N. t i MIN, Expka 1UX4 Da �i512612026 -- - i + 37sa ,, I By dszodue@ Coeatao€ SAW i 4 I a P 4 2"X6"xs6' ' 63TS ALWAL 60{"I f i ; J...,u�t;5 X-CECHON + 3 I t ( - f E s7s" IN 3 iE nF STANDARD CLIP U-CUP ZXSANGLECLP t ,-i 6 L. TTOP VEE'-/U+iM USED FOR r X STM"ULUC& SHEET E7 TOPVIAEINM� {{( f Ej;tj....;' �' TQPV#EN t A LYNN it ILLER; P.E. FIB. P.E.# S$7Ci5: EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOViN TO BE WOOD ON ALL FOUR SIDES THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +6001-6(10 PSF. M ) INITIALLY ASSMI NG THAT A to VIRDE MULLION IS SUITABLE "+ .THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 3232+4" =66'. REFERENCING SHEET 25, THE COLUMN USING � g No ANCHORS IN HEAP, RECTANGULAR LOADING MUST BE USED- SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-19'AND WILL MEE T OR EXCEED THE REQU➢RED DESIGN PRESSURE OF +60.01-W.0 PSF. IF THE TABLE DOES NOT S40W THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.. a4 ii o FROM TABLE 3A; SHEET 7, THE 1" X 2,76-X .37V MULLION (LENGTH = 72", OPENING WIDTH = 7T) MEETS THE DEPTH REQUIRED,. HOWEVER THE DESIGN PRESSURE IS+}_50.8 PSF AND WOULD t# fEhtESTP.pT /JHE SAILS. f n NOT BE SUITABLE FOR THIS APPLICATION. PRODUCT's SHIEE6S ( �i APPROVAL 4 2-3 ( ¢. FROM TABLE 4A; SHEET 8, THE 1"X 2.75" X .554- MULLION {LENGTH = 72, OPENING MDTt I = YVHAS A DESIGN PRESSURE OF+,W2-7 PSF VHICH EXCEEDS THE REQUIREMENTS S FOR THE MULLION �N I OPENING AND MAY BE USED IN THIS APPLICATION, MOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. (N 0 LENGTH 2) USE TABLE 43 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR -THE I'VOOD SUBSTRATE, 607H THE STANDARD CLIP WITN (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS: THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO {NS'I`AI:GELI SEE i I itETAU."w 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF'.MULLIONS OR FENESTRATION PRODUCTS, tl'14LL SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MU LLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE f - ( INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED -WAS +1-615_0 PER, THE OVERALL MULLION SYSTEM WAS DETERMINED T€3 BE 72.7 PSF WETI-I AN ANCNC3R. CAPACITY OF 636 LBS. ALTERNATIVELY, iU (D � ..NO AtIGHORS IN'NA."- SILL ( THE ANCHOR CAPAC➢TY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PSF: MULL t#TH 636 LBS {817 PSF}X �. -.5243 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 43) � z ._.._.__ OPENINGWDTH — 72.7 PSF m < s THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME. DEPTH IS 2-3/8". THE OPENING REQUIRES A Z) DESIGN PRESSURE OF+50.01-55,0 PSF. , A slaz < r 6 FOR THE VERTICAL MULLION: I T Q K31.. t57 'I) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+4"=105-AND THE OPENING WIDTH IS S6"+3€i'+1" =73": REFERENCING SHEET 25, z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN"EHE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL 00 o l -G7t sb. EXAMPLE 2: MULTdM #LIONS. MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0f-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 3 -, to ILL! 0- SEE vEsnacs, FRC511t TABLE 3A, SHEET 7, THE'I` X 2.75" X .375" MULLION (LENGTH = #i3&", OPENING WIDTH=3f#") FLEETS THE DEPTH REQUIRED; HOWEVER THE DESIGNPRESSURE iS+J-15.t PSF CY MULL lmDTH-^- SHEETS Z3 Q i:- (' AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, }D{,j { FROM TABLE 12A, SHEET 16, THE 2" X 4" X 250" MUU ION (LENGTH = 108', OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +i-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS I � � . Uj f FOR THE OPENING AND MAY BE. USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 479 LBS. � � mo Div}. a i j FENESTRATION? i DESEE TAILS,_ t"'t': BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING VAUTH IS 36"*36"+2"-74", NOT 73" AS PREACUSLY PRODUCT's i O-IrETS ,. tI ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL: APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE V,flNDOWVODTHS MAYBE REDUCED TO MAINTAIN APPROVAL, a THE 73"#i1pdENSKIhi.(SS-t;2"+35-tf2'+2"=7S"t., i'ILF°/` 7 as cwnplying vvfth the Fimids - ° 2) USE TABLE 125 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, E THE POURED BuaN Dada - r NOA- 20- "03 .. TER a IGAL € - , t CONCRETE HEADER AND SILL ARE IC INIDE. IF THE MULL CLIP WERE TO BE CENTERED WITHIN THE S". CARE MUST BETAKEN TO MAINTAIN THE FASTEN - S ED^.TE DISTANCE. -- T--1 US114G THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER, AND Expk a4im DaW R512612026. SEE y... -"`D- TEE. THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR. CfPACRY OF 871 LBS, OPENING # f 1 SHEETS z-a (.. 4 SHEET 3 , j FOR THE HORIZONTALivFU€.L:QidS: By FORt ip BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .2,W MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL. AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLIONTYPE COULD BE CHOSER 11<ON z. ➢) THE MULLION LENGTH IS 36AND THE OPENING HEIGHT IS 32 +Z2: 2 i05 . REFERENCING SHEET 25, THE COLUMN USING>, RAPEZOIDALITRIAPaGULAR LOADING MAY 6E f i i USED FROM TABLE 1:2A, SHEET 16, THE 2" X. 4" X .25T MULLION (@ LENGTH = 42-, OPENING HEIGHT= 12Cr) HAS A DESIGN PRESSURE OF +4 174.0 PSF WHICH EXCEEDS THE jjj t.. 1 REQUIREMENTS FOR ".TILE OPENING AND MAY BE USED IN THEE AAPLICA'RON , NOTE THEANCHOR CAPACITY REQUIRED OF521 LBS. � }{# # SEE j { DFTIVLS * 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANI ITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU BARE 3" SHE -:! WIDE; LF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE. DISTANCE, USING THE 2X5 ANGLE CLIPS WITH 2 {4} 3116" UCTRACOP! ANCHORS AT AN EDGE DISTANCE OF i'* GIVES AN ANCHOR CAPACITY OF 544 LBS WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS.f .k;". HORIZ i 38"HORIZ _ s, 1! pil0TH 4) FOR THE U-CLIP IN THE HORIZONTAL. MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 1213 FOR THE U ,.i.IP SHOWS THE ANCHOR PULL � „Y ( CAPACITY IS 1074 LBS VMEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE i-----aaENlraG vs/DT€a FOR vERTicnL anuu -� ANCHOR TYPE IS A.#12STEEL SGREIfiJ T NO. 587005 _ FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-641 PSF FROM THE VERTICAL MULLION; y r D +1-170,0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; H-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). rfx n TC [a p� 4 THE LOWEST DESIGN PRESSURE IS+J-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. L''fFJrid l LIISER..: P E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TOMULLUN. FL P,E:# 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRLANGULAR LOADING: 01 PIV NDH Pvv SHIDH PW u U 1C 01 Lu 0 NO LOADING OF VERTICAL MULLION fn LOADING OF SILL OF WINOLZAG NOT ANCHORED VWTH INTERSECTING HORIZONTAL MULLIONS I LOADING OF VFRTLCAL MULLION SILL OF WNDOWS NOT ANCHORED LOADING OF HOPIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION pwi s' B _j 0 11 z 0. SHIDH PRODUCT REVISED a. ccmww'"s .1th the Flood - Building Code NOA-No.___��0-0406.03 Expi—tion Date 95/2612026 LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY � MULLION Miami -Dade Product Control HINGED 111 DOOR W1 PW NOTES: 1} DRAWINGS ARE RERESSNTATIONS OF TYPICAL PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE I W , PVdPW NO, 53705 3) SEE PRODUCTS'APPROVAL FOR ACTUAL ANCHOR LOCATIONS. -5 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION vb PANEL OF HINGED DOOR IS NOT CAPRJRED OR ANCHORED WTH INTER 10 SECTING HORIZONTAL MULL i s 441 ATE OF SOD low ' LOADING OF HORIZONTAL MIL' F.E. LOADING OF VERTICAL A- LYNN it MULLION Mutt. m FL P.E.# 58705 LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION