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HomeMy WebLinkAbout24-7705Zephyrhills g"'n kr'�' ve 7705-2024 Issue Date: 03/06/2024 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a foe of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 entities such as water management, state agencies or federal agencies. I I 1 11 1 Jill 11 111111 !1 1 I'l IIIII'l I I IIIIIiIIIIII :111111! 11111:1111111111111 11 11111111 11 � !I! III III I '' 111!111111 11! 1 111 Jill, F 1 11, 11 Uomplete 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 OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE P "EI T 0 F F I kCE!� 0 1, M'", MIM Null 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Fee Simple Titleholder Address JOB ADDRESS lit LOT # SUBDIVISION AKK��s PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE = HEIGHT [XBUILDING ftw VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. =PLUMBING rF ------------------ 7 =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY F)UMSAMA WRADOWS SIGNATURE REGISTERED JYIN FEE CURREN Address 1 License # 99R5Nq= ELECTRICIAN COMPANY YIN FEE c._RREN==J SIGNATURE E_ REGISTERED Address ======= License # PLUMBER COMPANY SIGNATURE REGISTERED Z_LNj FEE CURREN Y/N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED N FEE CURREN Y/N Address License OTHER COMPANY SIGNATURE E=== REGISTERED L_Z LIN .. J FEE CURREN Y/N Address License# *&still 1#9 faillittillst 141119,41104 its 1411114taBill 1#141111991992 t1glaIi 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 onsito, Construction Plans, Storrnwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster: Site Work Parrhit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Pennit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance -,,,,SIGNPERMJ:r,, Attach (2),eetsofEngineered Planks. ­- *`° PROPERTY SURVEY required for all NEW construction. Direction Fill but pplic fion completely. �Ow'n r& Co tractor ( Ifov r,$ a oficeofCommencentent'isre I Aid`u06nades over $7500) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERYIVIN fired) Reroofs if shingles " Sew'ers, Service Upgrades A/c Fences (Plot/Survey/Footage) Driveways -Not over Counter if -on public roadwayslvrtoeds 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 may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under 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 contractor(s) sign portions of the "contractor Block" of this application for which 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 IMPACTIUTILITIES 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, will 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 Impact 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 —Homeowners 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' poor to commencement. CONTRACTOR'S/OWNER'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 ail laws 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, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland 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 -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" 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, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit 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 work 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. OWNER OR AGENT—_ Subscribed and sworn to (or affirmed) before me this _b Who is/are personally known to me or has/have produced as identification. Notary Public Commission No Name of Notary typed, printed or stamped CONTRACTOR JC� I d nd swo91 k (,arkfllqd)_bgJoW me this by Aols�kre.lr. ly "nn to me or has/have produced L as identification. - "----Notary Public Commission No.__JJJJJ L44 .41-JPI Name of Nay typed, print or stamped RM .1 Notary pu0c e off Florlidd Commissicn 9 -?,- 148662 .1 — My cotrm!X,as ut 5, ZWW S/H TlrT'F7r3t irk4. 'viz t,AT�C titiEt'the.¢t,t „, n,at° t2aatvaa(+tutct'z,t~etsililn ev,dc.tirsraert€xslfxvit rea iinaxe-,td=;tu.n ha.SilEM 4; ,ale tistsda Sttsriai , tam tullcwtng 1tnh'nr'atilll t prov;dod 41 dw NOT)CP Or, t 0lllllt1MV:pN#tCit' �1r'NTg ttc 4� SFti tl 2dm E :+� °�zntcas;ei�,ikt..aa4€c: nts,nF(taa'„kttafaihs, rhaacsuni l �__�_ S� , f,3ini Yatonp..q...,,. y {may .....a,v.,a. ..z.#,.,.(,{.,p{,..."p..". ..#�...",..,m...@_.,.t,�''.y �p�w{,»..-.. $+g �W a}: N"i'mc' atul wddr .R.$ ,. � ..k. 16'ibt:$. kfA3�,. & �,ib.f_3w-,AJ- 3 #,3-& h) Ttlephoac as .. VAX No, (()Ill,) S Stv,� itifa wor: a5 Mum and tdd esa< d7 "Ides S) Marnt :uid mddrtsc: . IdtnrC n4 ;. n is tthill tie S, e 0f 6�Y0nc4a dxsaf nti,,? tv awncr c t.iirs -wI,om r, iw..s . s 0tht; d<xatncnts may br sad,µ. s) ?tA.W,, and adcL"ex ., hS Telat+ttMW Na � _ Fax No, (Opt) 9, to addili n to lamaeti, tesystrr desipates the Ctallnuing wvuon to rtvsis~d a copy of the Lkmer s Notice as ptvcadtd In Sccmafi 3 i3(S) th3, Men& Stattt;ts; a) Nar n as+d add ice 9 tv,<S?trawm date (the: ec t:rztttrt,:f<z#.t is cat year form the date of moxdin„, unless a dtffemnt ititz, n AVARNING TO OVY,14E:R. A, NY PAYMENTS NtvDC BY TIM {75t{?dER AFTF i TIRE fXPIRATION Of T17E NOTICE. Or CC>'.btMENCEMENT RE CONSU)MY0 tEx€PPOPER, Ph , `zNTS UNDER CH AKEP'13 PART 1, SKC'CEON 713,13, FLORID STATVT S ANO C&N RESULT IN Yfi14R PVYINO TWICE 1%ti12 pTROVE54k.NTS T 1 YOOR PROPERTY, A TEC x OF CC#MMY-N,CE1*4LINT vST SE UCORR CT) AN,0 POS E#tp) € N TITIF JOB SI M 8EFORr THE PMST M5ii'ECTION, iltYOV INTEND TO OBTAINFINANCING, CONSULT YOUR LE'ti73kFt ORAN A I TORNEY RE? O COMMENCING G 4vtYi iAR RECORDING YOU NOTICE Of COM i`t stato icFtseseLAUM i 9N ���x S+tnatWa E}E'i�+aas aaJ» aa..y4:tt?erttiv .`.!t�kS.cr ?t,c 3i`�; zrA�tue�csr tt[ce ��«2ttine�i 2stiiscutpuc cA a sa3 t �a�a�,.c.. is `� �F a �� +cztwa€1s A;ua+ex kd OR ed t3�.,titsasi#axi `+.:tuq;i,;.nx.r,� a yptc ofSdrmf4mrnri ➢'aneluctd „... Nwel pnnt4 Vmflllatm fAvvuaat ?rd,.M riot's s4, ule., L7..=1a pxreAM" of g !tv" t O."aare ll.o 1 Aavc mld tiea tt mp'ng and thAi rfin fuo'rated as �t 4m trueto the bt.ak ormy 4.uvwa gg, And hehF f, t�esv�u4hmm: %§ xaa nreut, �x at; DocuSign Envelope ID: 8C264D8D-CC48-48D3-ED62-7Bo83i346964A 6101 Johns Road Suite 10 Tampa, FL 33634 DURA�C)JSASH State Certified Contractor CC1257291 0 } WINDOWS i (13) 412-2 161 wwwAurasash.com BBB $ Rating dame Email Address Phone - 1T. a _ _ State _tip_ _. Alt, Phone Date Sales Rep - — — Source Job 6 IMPACT WINDOIJIVS NON -IMPACT WINDOWS INTERIOR EXTERIOR SLIDING GLASS DOORS PG r industries {D P T Industries E]White DTan ElWhite DTan D PGT industries Custom, k" am, Sy t, r slr iCustmr, Window Systems Cclay DBiack DCiay D Custom Window Systems r Wincore a \A/in{ . x 10ltttinc e Windows [13ron e� C3Bronze 0 IMPACT { NON -IMPACT to ONTRA .f DuraSash agreps to measure, fvnish, and install the following productsforthe amount below at the above ig.:. ft r cn address DuraSash will nari away all ob-re , d debris. All window grids will becontoured colonial unless specified. DaraSash Cas r N0 ad w a€ charge 1 is not responsible or painting, removing, or replacing window treatments, furnishings or hangings in frontof windows, doors. _ o ;rt - s 2a� ,0 4 d wyet is ros ^ns ble Fcr remcvino&; IAc; securltv s vstem on doors &w➢ndows. + Grid,WINDO' 5"a'�'LE �rar ftfGridE7OORS LE . r}rP I ( D 7-Pane, G D Double i umg nSingle HungArch$ 1 �. C,{, , Full :reen 40ii! ... .__ Screen Y ; N €0 :3-Pane; x7 x ! 0X C`" lk o, a I . 1� � .•,r_ i5 � E i Full Screen Llalf screen iScreen Y N �, t i D 4-Panel i ` ai k s 0 Packet COLOR Lett Hinge; A, V RE Aovning -3 Qua,, e Round D Trapezoid D�Lee xa €rites D Eyebrow D Other m €1l _ Total,' Price $ ,. a~4~sft Payrnent wlStitt nflnc .1 he, uc'Daors.�. �-Sallance Due Upon T 1 NK YOU FOR YOUR ORDER Cash on Compie€ion, Check # l :'U T __.; y .., _,.: ? t � FINANCED ANCED Approximate $ Per Mont to for Months 'eow k WRIT.c~oict.{a C. Lr}£,.I ANY k' i o-uik7 ,C., OF THE ,HIR, dtNs 'Ar :=-c THE DMIT O EH!STBANSACTIOW RIAKP CHECKS PAYABLE TO: LaURASASH ... .......... . pecHadAR%mrks `o a, ronipleted in a workmanlike rn anner accard€ngto standard �sr ctices by -d- 4 burScats aut6-0riz.i,., . �?,.°s,e a ati ..ves, An-N,, anteaatiorl or;�eirm"'1i':1 frc- ;i ,'le a�iE:S e sof u,�.. rk involving extra 5 costs will Ccome an extra ate;.,. - .3f' v3- i S , s.r r si "' ,""' €thi fi red' by tt� rirkmisn's Ctimpensatlen InisteMMea. Cantr € e isow xii t, ss li db ournerit"; eikeren �ed zhereii and iire Urnited orknianship WarrantV & arG __..._._ „_..,-.•s° �?. �s,:.,zua,�......�... BUYER'S SICNA URE kt SASH ZEPHYRHILLS CONTRACTOR AUTHORIZATION CONTRACTOR'S M,',tEI BRAD MOORE COMPANY NAME: DURASASH WINDOWS CONTRACTOR'S ADDRESS: 6101 JOHNS RD SUITE 10 TA PA, FL 33634 CONTR'S CITY/STATE/ZIP: TAMPA, FL 33634 C"`,1T2,',,f',CT0R'5 rl-iONEE NO: y r NIATt'11RE AUTHORIZATION TO THE INDIVIDUAL(S) LISTED BELOW FAPPLY1G FOR A CITY OF ZEPHYRHILLS BU LD NG PERM T I I I N, i-rie, o�'Person(s) P,��"!",','-horized to sign: Con'tractor's Signa-,,"�,,fre. Sv`,,orto and sutsci-ibed before nne this 4day of 20_2A By _8 who is personally known to mea signoture of Notary'-7!bkc Print, Type, or Stamp CommissiIII oned Name of Notary Public I } 1 f ffiffl�ll As required by Florida Statute 553-842 and Florida Administrative Code 913-72, please provide t information and product approval number(s) on the building components listed below if they are to utilized on the construction project for which you are applying for a building permit. I LARLY MMMUUM v I I C1 V �� L I I t_- Z11,07UMT rs-ur for the inspector's verification. Florida approved products are listed online at www.floridabuilding,,.org or can be obtained from local product supplier. Wind Speed: UPH Exposure Category: Protection Required: Yes No WINDOWS AND DOORS Symbol on Plan Number of Units Product Cate or Product Suiacate c Manufacturer Series or Model # F1 or Miami Approval # VVidth Height Positive Pressure Negative Pressure i- SJo 4 WINDON SINUE VAUN(a PC 2T 23-0701-12 -610 50 60 so 4,-1 7- 5 1 4- I MIJLL MULL T&_ OR V3.05 4 SO -MULL MRSPABOM MII:� 70� MIAMI-BADE COUNTY PRODUCT CONTROL, SECTION .51 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECtiNOMIC RESOURCES (RER) Miami, FL 33175-2474 BOARD AND CODE ADMINKrRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE --E.A EPTAl E ( �� ma rza �d avleeona�n� PCT Industries, Inc. 1070 Technology Chive 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 I laving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. fhis product is approved as described herein, and has been designed to comply with the Florida wilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extracted Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact —Resistant Aluminum Tube Mullions", sheets I through 25 of 25,` prepared by manufacturer, dated 08/29111, with revision E dated 08/28/23, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise footed 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. ERMINATIONi of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, hen it shall be dote in its entiret\. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Th,is NOA revises NOA20-0406,03 and consists of this page I and evidence pages E-'1 and E-2, as well as approval document mentioned above, The subinitted documentation was reviewed by Sifang Zhao, P.E. NOA No, 23-0913.05 QVIMIAMIMM= 10/26/2023 Expiration Date. May 26, 2026 Approval Date: October 26, 2023 Page I PGT Industries, Inn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NCB, -Vs A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under A'0A 'Vo. 10-081 f4 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I through 25 of 25., dated 08,129/11, with revision D dated 06,1126,21020. prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC., TAS 202-94 2) Uniform Static Air pressure "Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 20/2-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadins. per FBC. TAS 203-94 6) Forced Entry Test. per F13C2411.3,2.1, 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 02/281 L and addendum letter dated 05/05/ 11 , signed and sealed by Marlin D. Brinson,, P.E. (,'Vubmfitted under jV0A No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6"' Edition (2017) and with FBC 7"' Edition (2020), prepared by manufacturer,, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS L Statement letter of conformance to FBC-6"' Edition (2017) and FBC-71" Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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.L. approved on ll,,09/17 and expiring on 05/26/21.PGT Industries., . Inc. /.11 . . .......... I Sifang Zhao, P.E. Product Control Examiner NOA No. 23-0913.05 Expiration Date: May 26,2026 Approval Date: October 26, 2023 E - I PGT Industries- Inc. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I through 25 of 25. dated 08/29/11, with revision E dated 08/28/23, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 13. TESTS 1. None. C. CALCULATIONS 1. None. DQUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I Statement letter of conformance to FBC 7 1h Edition (2020) and with FBC 8 th Edition (2023). issued by manufacturer, signed and sealed by Anthony Lynn Miller, P,E. 2. Statement letter of no financial interest, dated 08/23/23, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. ',,\otice of Acceptance --No. 20-0406.03. issued to PGT Industries, Inc. for their Series .'PCT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 08,1/20/20 and expiring on 05/26/26. Z�l Silang Zhao, P.E. Product Control Examiner NOA No. 23-0913.05 Expiration Date: May 26, 2026 Approval Date: October 26, 2023 E - 2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL MULLIONS SEE DETAILS -.,G,.; `SHEETS 2. SEE DETAILS TURN G� SHEETS 2:4 MULL LENGTH SEE DETAILS HORIZONTAL A-D,GH; MULL SHEET324 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIG11"RAFIONS: GENERAL �NOTES 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES 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 1/4" FROM THE CLIP. SHAPE 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 U180. THE 1/3 STRESS INCREASE WAS NOT' USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEE DETAILd ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER A THRU 0 HEETS2� 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. HEIGHT 6) WHEN FINDING YOUR S17E IN THE MULLION TABLES, ALWAYS POUND UP TO THE NEXT SIZE SHOWN ON Tl F TABLE(S), FOR HOPJZONTAL SHALL BE BEYOND INALL DRESSING OR S, UCCO.V,'000 PUCK'- BY 0 ]YIERS,M, S' SEE DETAIL E, MULL 7 ANCHOR EMBEDMENT TO BASE MATERIAL �'D SHEET BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS STALL BE COATED OR CORROSION RESIST ANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS, FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; DEWALT AGGRE-GATOR & UL TRACON, NOAA. PRODUCTS MAY BE OF ANY TYPE 9) MULLIONS AND CLIPS HAVE SEEN DESIGNED & 7 ESED HE REQUiRF-M V-N I S rX f H"l- ­1 ().Ri DA NU;j -LING MUST BE CODE, AND ARE APPROVED FOR IM PACT AN D IN ON-RAPAC! APPU A A HON S. MULLION S ARL ONLY TO BE I) S L -, VV I TT I I IC T! MANUFACTURED BY FENESTRATION FENESTRATION PRODUCTS 10) MULLIONS ARE IN COMPLIANCk_ FOR USE IN THE HVI iZ, 11) QUANTITY OF UNITS WITHIN A MULTIPLE IVULLED REST S43LY IS UNL 5W I EN, -RCTADED ,L SPAN AND OPLMANG WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION C0MPLI-S',N`N­H THE R-,`AU�P_EIAfN IS OF f1jiS NOA, MULL OPENING WIDTH ­1 HORS, MULL LENGTH ri LENGTH I OPENING HEIGHT FOR OPINING; GULL HEIGHT LENGTH' HOME VERT, MULL MUI L LENGTFI SINGLE. MULLION S,sNC4 F MUI I K,,N OPENING W101H : ALMULL OPENINGWROH 'f OR VFFC MAL MULLI SEE CORRESPONDING DETAL.S MULTIPLE MULLIONS FROM FIGURE I ABOVE CODES I STANDARDS USED -2023 FLOMDA 6UH-DING CODE OF80) 8TH ED, , ' - NON -2020 FLORIDA BUILDINGCoDE (FaCMI 7H­`EF;T1(5N -ANSI/AF&PAPJOS-2018FOP.'j'i}'-'CCONS, RtaCTiON -ALUMINUM OFSICT,,MANUA!,,ADN1, 2i)20, oARi S100.16 OAISC 360-16 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSUREIRE QUIRE MEN"'! G'Al' r` 1OR rHE OPFMNC USJRcl`F. AsrE-7 STANDARD 2) CHOOSE A MULLION TYPIF THA r W11 1 PIT THE OEP J H O£ FNI- :5TRA 1 B N� ,•ROJJC '6 H-TAMF;)e P:'H, 3) REFER TO SHEET 22 TO DETERNIME F THE WND GENERAL NCTES_. I INSTRUCTIONS,........... ....... I ELEVATIONS-..' ­­ 'I MULL TO 2X WOOD 2 MULL TO IX A MASONRY ... .......... 2 NSTAU ATION NOTFS _111111 2 MULL TO MASONRY .... ........... I MULL TO STEEL STUD. .............. 3 MULL TO MULL 3 AL FERNATAI E COPE- - BAY MULL INSTALLATION 4 1 X 2.75 X.375 MULL SPECS........., 5 I A 2,75 XX5 MULL SPECS 6 1 X 3125 A .500 MULL SPECS.,.... 7 1 X 4 X 125 MULL SPECS.. ____8 1 X 4 X.375 TUBE MULL SPECS 9 I X 4 X.375 -T` MULL SPECS. 9 1.25 X 3' 188 X - 265 MULL SPECS 10 1 25 A 325 X.1 MULL SPECS VO 11 1.25 X 125 X.624 MULL SPECS...., 12 1 25 A 1, 1,,1 A C24 MULL SPECS 13 ? A R X 25 IVULL SPECS_ 14 2 X 6 X,95 mu - I IT - SPS '5 1 BIC X 3,25 BAY MULL SPECS 16 45'X 3_25 BAY MULL SPECS......... 17 MULLION A CLIP DIMENSIONS 18-20 EXAMPLES I & Z .......... _21 LOADING EXAMPLES. ___.22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY FBSJFj FROM TAP IA f HROUU'H 13A, ON SHEA IRS iROUGH '17 REAPF C _11i ING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR H EIGH1 (DEPENDING F- THE MULLION IS SPAS. NN ING V;CAI LY 0,R I Y), 71 NF MULLION CAPACITY &F Y (LB-1 OBTAINED SHALL. MEETOR EXCEED nlA�_E Rv-_�'FQU'REWEN T 1B�5i' H �OTHF OP'_ N'N,, OBTAIN',", N S_T­EP 4. __ 6) FROM THE, SAME TABLE USED IN FER 4) ABOVE, `_:ND f'ff VAo_lJ,'_ I'i _,HIF %CXT CO�,;MN �'APAY D I! REPRESLNTS THE AIIND! OAD 1 RANO�_"_,'PRU � 'OTH� S(�l�13 R1,,T Av N C` AIII) M,'_ S � 8, 5 ,I"! (A 6' FROM THEANCHOR -AC-1, ON SM& _A, N ­,CHQR '­A.IP PA . AAI­,u) V, ii4-v 7„ RE AN`1D'i OAPACIPY 13 MET. 7) IF THE MULLION CAPACI iY JL3LSlF l) 09 FAINED IN 1 F4 T SALE 13 HK iHER, f HAN fl-it DASIGN N'_SSURE -L t I rl� OPENING, YOU —MAY USETH_E_"ANGHCR CAPACITY ADJUSTMENT FORMULA" _00b'_Aj 'VALUE A LOWER ANCHOR CAPACITY OPUON VIA Y BE SE EC i I SBPS l'A`, f M VFPIFY IHE DESfGN FREA61;fUE RA711p, uli ,,APACITYfL',3-,/FT'108,"A-,-D;ORNIULL,�ON _M [',A 1,A� D to i5f�obucfAsSEMBI_y, 9) HIGHLIGHT OPTION USED AND fAlot-f- VAI UE' SUSE D N A SCIFIC APPI l,ANON'AIII N ')SH'K, ,A ll)A 11 PRODUCT REVISED — onq,Rylrq*with th. Florqdz Building CRde NoA-W_ -­ 23-0913,05_ Expirat9on Date 05/26/2026 ---- -- ---- P­d.�t Co As y gi L P41V Tiol 58705 -0 4U S-70,E0- //Ar'AZ0NA1- A. LYNN MiLLEk, RE DETAIL A. MUL!_iON TO 2X WOOD BUCK �K LL+ON OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION g SEE SHEETS IHER H r,, G 2r3 OR HOtE STANf.ARUOR � � LOCATIONS OFFSET MULL � .. \. . " �'� EDGE I a � CUP 6: MAY � . � I \' t 6! .ANCE INSTAL LED BY �\ a � \ �'✓ �4:R Vd600�� t THIS ME rHOD, SCREWS MAX FOR ALL `Af.L MOLT IONS � r a EXTEFLtt7R t.l-_- E� LLa O t7 U , C DETAIL B: MULLION z MULLION ATTACHES? TO X BUCKSTRIP P. ANCHOR IS WOOD BUCK AND MASONRY i AND PER SUBSTRATE, � a z g ATTACHMENT SEE SEE TABLES 18-138 1' o (STANDARD CLIP SHOWN) BY OTHERS SEE NOTE t, ✓� ���✓�/� N SHEET I. I- ✓�'h ( / fLL 0 > Lu i ' %�3 ED \ MIN 27KSt v, EDGE /i E \ I, CONCR7'[ OR O EAU DISTANCE „-,i SEE SEE TABLES. EORf DISTANCE 48-138 FOR MASONRY ANCHORS LU <[ O � �\ \ M CD SIDE VIEW D z LU TANDAR eF Q tsTANDARCSo z .OFFSET MULL �T � � � � � CLIP MAY BE EXTERIOR / a � N .ALELDBYY E- sO THIS METHO61 -j o � I EDGE ._ -.... _.--, __ bfSTANCE-._ b/ �Y4 \ FOR MASONRY `, \ THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR ( 1 a FIN -FRAMED TH-WS, BUT MAY \ f \ ALSO BE USED FOR I OTHER FRAME TYPED TYR ANCHOR. TYP, ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 48-13B SEE TABLES 1 B•13B EDGEIENO DISTA NCE SEE TABLES BUCKSTRtP 18-136 4r�/~ �flTTACHMENT `... ... .. , BY OTHERS, SEE NOTE 1. SIDE VIEW FRONT VIEW TYR. ANCHOR PER SUBSTRATE, SEE TABLES i&136 / T BUCK i i AETACHMENT) EMBEDMENT BY OTHERS, SEE NOTE 1, .4.. _ SHEET t. MIN 23 KSI CONCRETE OR CMU MATERIAL PROPERTIES;; INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING 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 MIAMI-DADE COUNTY APPROVED DEWALT ULTRACON, DEWALT ULTRACON+ OR DEWALT 1/4" &S. AGGREGATOR MASONRY ANCHORS. PRODUCT REVISED as comp4ieng vAth the Eiaelda Building NO 23 13.05 Expiration Date 05/2612026 Miami -Dade Produot Control MAIL No. 587058/29/23 . Z '• Q STATE OF IIitlllttlO A. LYNN MILLER, RE P.E.# 687M DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) f BUCKSTRP_ NOTCHE TO i PROVIDE - B - UCKSTRIP CLEARANCE AND FOR MULL C ATTACHMENT 1 BY OTHERS, UP SEENOTE I SHEET 1. —MULLUON I 'TYP. ANCHOR RTHE I 'PER SUBSTRATE. STANDARD 1 SEE TABLES 18-138 OFFSET MULL CLIP MAYBE INSTALLEDBY i EDGEDISIANCE TfflSMETHOD.! f [I FOR MASONRY 7HORS 4 EXTERIOR EDGE DISTANCE FOR MASO BY 4 4 ANCHORS 17 TYP. ANCHOR TYP. ANCHOR 1PER SUBSTRATE, P'PAUASTRATE,-- SEE TABLES 1B,13B SEE TABLES IS -1 3 B AND ATTACHMENT,, ByOtHERS SEE NOTE 1, EMBEDMIENT� a I.SHEET!, EDGE L_ DISTANCE SEE TABLES MIN 2.7 KSJ CONCRETE OR CMU MIN 23 KSi CONCRETE OR CMU FRONT VIEW SIDE VIEW RNSTXLLAj ION NOTES !)ANCHOR EMBEDMENT TO BASE NV,TERLIAI. SHALI 9I Bi,,YA! I !_1,F*SSiNG CIR 2) QUANTITY OF ANCHORS AND MULLION SLE SHCAPIN ABOVE ARE FORPIG FORIAL REM>IESLNIANON ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DIST , ANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, RETER To THF 'ABLF S O'M FHE FOLLOWING SHEETS. FOR DETAILS A-D, El I HER THE STANDARD OR OFFSE i CLIP MAY BE U'SS'_) 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR F1,A_. LILAC, 4) WOOD BUCKS ARE OFT IONAL, SEE DETAIL 0, SHE 5) FOR MASONRY APFUC3t1 IONS kJ MI COW,,­Y, ;)A� J`,' :,I DEWALT ULTRACON, DEWAL 1 ULTRACON, OR DL'IVAL-1 iOR � �MASOINHY ANCHORS, THE OFFSET CUP IS RFC1111 ENDEDFOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPFS_I FRONT VIEW LI-I'O EXTERIOR DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) VAR ES TOP VIEW VARIES INTERSECTION U-CLIP FRONT VIEW NOTES: 1) MAY BE INSTALLED IN "TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. Ytt 2 STEEL SCREENS, ELF -DRILLING OR RE -DRILL MULLION AND USE EMS SW` - -MULLION EXTERIOR SEE SHEETS 1&20 FOR HOLE LOCATIONS EDGE, DISTANCE SEE TABLES 18-138 SIDE VIEW m DETAIL D* MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE: IYP. ANCHOR "ERSUS"iful-E, SLL A _LS L�-1313 SEE SHL&'S comTs PRODUCT REVISED 18-20 FOR piyIns with HOLE Building Code L OCATIONS 23-0913,05 MULLION E.pimflon DRto 0512612026 By kjL - i I Iff1j, NX FOR STEEL STUDS IT41NNIER THAN Ly 16 FIN ANLANY �JJ27HT I IF I!, D COL MH CODE, A 2XINGOD 8ACKIR NIW, USED, A OLHERS, T7AGHM­ NT BY USE W1100 ANCHCRGPI�CS Na 58705 SIDE VIEW NO ES 1) FOR 2X WOOD -BACKED STEEL SlUDS, WOOD STATE ANCHOR VALUES MAY BE USED, C.,SB 2 SFECORRESPONNGL L �()N �_S� IN11O , s SHFk--l-S 20, f-OR QUAW ILY (A `C1111-11NIS A. LYNN MILLER, F.L. 0 2F TAIL F: FIELD -MODIFIED MULLION CLIP tF-CLIP) SEE DETA115 A-D, s _ETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 0 "1 SIDE VIEW SHOWNWITH 1`X4'X.125` MULLION (CA STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS, -MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES IB-13B STANDARD CLIP TO BE MODIFIED IN -FIELD. DOE DISTANCE — PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY MULLION. 2) SEE TABLES I B-1 3B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. INTO —00, STEEL, ALUM, CMU OR MASONRY DETAIJIL G, ANGLE MULLION CUP (ANGLE CLIP) TOP VIEW DETAIL H. BAY MULLION !NSTALLAT ION (ANGLE CLIP) TYP. ANCHOR PER SUBSTRATE. SEE TABLES 149 OR 13B T P. ANC14OR PERSUBSTRATE, EXTERIOR SEE TABLES IB-14B f eye 2. X 5" ANGLE CLIP, 2 CL PER MULLION EN MUST RE rINSTALLED INSIDE OF SAY MULL. SE 2'XS'XA25F ANGLE CLIP, 2 PER MULLION END' MUST BE INSTALLED ONSIDE NSIDE OF MULL. CID w INTO WOOD, STEEL,_ ALUM, ALUM,CMUORMASO _ DISTANCE PER ANCHOR 0A_ D INTO WOOD, STEEL, ALUM OR MASONRY "SIAN 0 p NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END, CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES I B-i 38 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEET 19 FOR HOLE LOCATIONS, PRODUCT REVISED as complying wqth the Florida Building Code HOA-Ho. 23-0913.05 F-pimtlo. Date 05/26/2026 By Miaml-Dade Product dentrol LYNIv STATE OF A 4ORION." YONAL A. LYNN MILLER, P.E. P.E.#56705 TABLE 1A -_- Mullion Capacity Table (ibs(ff2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning muflions) -0 in 61) . 70 -il, 80n, -n 140 - 170 140'a 160 .. Rectan utar Tra tTnan . ftectan ular TrapiTnan fte f tar Tra Trian ftect Iar Tra !7 Recta v 1 X 2.75 M g P 9 9 9 p/ 9 9 p g rig i !'rapl7 g ec rig T2p(S g act g flap/1 g. ect Trap/T g Recta S la T,,PT,,.rg. LoaU rig Leading Leading Leadmg Lading Leading L ding L d g lL d g Leading R Lad g Lod g K Lad g La dng H to d cigar Loading Loading r� Lading .375 Alum. Tube _ _ up. lua l �. _ n «li Mullion �_ s ¢c >9 n 4�a - - r noc _„�_,,,, 4 478 1700 $6^u 1700 506 it100 902 1700� 519 47661 tie 70.Gi 521 it 170.0 1240 170.0$ ..)i �748._%� ,0 t70.9 52 t27:61 t30' ��� a2 �'J tti5�t361 irCO� 57i__ 50. 8 a in 170,0 . 747 170,0 524 1700 170 0 850 170 0 1 584 170.0 992 170.0 630 t70.0 1133 170.0 61 151.8 1139 170b 6'17 136.6 1139 1700 -6W 113.9 1139 170.0 680 976 113, 170.0 OW 85 4 1139 170.0 680 631 i67.8 1032 171.1 684 t-068 7032 1700 723 130.5 1032 170,0 747 HTA 1032 170.0 756 97,9 } 1032 170,0 756 Mb 1032 170.0 756 I 73.4 ?032 710.0 756 54 in 170,0 797 170.0 612 16:.3 947 i70.0 S9Y t38,2 907 1647 730 1249 907 1525 720 1075 907 145'0 714 96.8 907 441T 710 80.6 907 140.0 709 69.t 907 140.0 709 60.5 1 907 140.0 709 60 in 141 i 735 151 5 625 117 6 735 130,3 611 1008 735 1160 599 88.2 735 1062 590 78A 735 99 5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 174 44A ( !3 91.8 574 G 557 87.0 666 98 9 547 76.2 6136 90A 538 67.7 656 83.9 53t 60.S 666 7$$ �526 50.8 1 666 75.8 52 43.5 � 866 75.6 -1 38. Y ) WE 7 C 521 L 63 in 121.9 E66 t3G0 57a �81 J6 6E6 tt�1'S 66 'm 1Gfi.0 GG7 t7 4 St t 71,1 607 $5 0 501 66 2 607 77. 493 58.9 607 7t� 486 53.0 607 67.6 481 44.2 607 634 76 37.9 607 E2 7 474 33.1.- 607 62.7 474 ._ _ .._. .._ _ ..._ 72 in 81.G 510 85.6 443 68.0 St6 736 �4 4 3^u3 70 643 42fl 53.3 4"34DII 0 t0.0 4Qb 3".0 45.3 407 T} s1 0 510 53.9 4i 4.r 4 10 3.2 ,0 44 4 3 9 25 G b 4. 3 .,90 .__ ..... ... ..... .. -.� _.. ... (( ... ... . _ I _ 3 76 n 69 4 458 71 v 400 57 $ 458 67 1 3:2 49 6 458 54 385 4 3. 458 48.6 318 38.6 453 M14. 373 34 I 4h6 41 { 368 Y 78 9 } .. 377 'w1 L ."',6 3 35S 21 ! 4v8 35 f 3'.•E .._.. ...__ .. _I 90 m 4'.8 327 43 1 290 34 8 327 36 4 _.285 29 9 327 3? $ 2$0 26 t 327 2fi. 275 (23.2 327 20.7 27t<9.9 32' 23I a51 26.8 436 34 4, 344 22 9, i 436 37 S, 3A1 26 1 43> 32 2 140 78 n 84 2 435 67 0 381 53 G 435 56 8 373 45 9 43a 49 8 366 40 1 435 44.7 380 3r. / 435 40.9� 35 32' G35 38 1 -� j 7 68 17.4 i 21 21.0 262 149 ( 32r 199 258 I ,l 2h.2 227 247 205 202 227 208� 201 15.9 < ta.6 18S' }i.a 287 23.1 244 19.1 287 10.9 740 �t72 287 19 t 1 ( 3 237 144 287 169 232 277 2/ 160 ISO I I 16 2' 7 i 1 8 Z76 i9 I 1 I - 120in 776 t < tin ill 2L3 84 1I9 167 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP°,,, } X ANCHOR MULLION CAP.,..,,,,E =ANCHOR CAP.„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN AN FUAL 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 h Type 110 0eviaft 114' DeW 1 d76 6e+Malt 3/16 11t 1/ Waif t D N tt /16De 1 it t S d t if t i Y 2 £-------_ll- --T� (` (Ib )tty ( .. n% q f UII d< 1a9'el' t S rc,r rr )�S w,�5 r(oa) - Lit o + Ultracon Uifm orr l/l r U t o A re(7 Ib5 Edg., U t a (n)' 1 2-1/2"� i 2 td2 TA 1 ,12' jj L 1/t i 2" !$ 2' 048 1 54' 1"Up -- - a -- p( g, 1)' 1 3(4 rt t 3/� 3f4� '4' - 7 i ---4 I ,/4' 1 ?f4 j 1 V/4 fj t4 i f< ((( <' Y 316 f 3f&' nes ]:.-- ..__} p { g ) ( .� , .t . I rJ r •.;u, 6G<, } 442 it...:: ..fi0 ibs 4 AA hh N1155M OCC/StStand d�dots (NO t31ob t OIb 3f0 ibs ) 8N/n PvM1b> Z�{� 1?Olbs 20r,s fl"'Ib ! 741bV {{ G. 641 4k homd@OM OC t(72 ny 6,.r,l(Pg ) 620t 23t ! 44 }b i/ � { i P 2A fi �0.45 M O /JGIp 1 a'f F3 4) ryT t A f f „+ A N1 Y F /A 7i Its -I __. 1A h rff GIP{Fqg ) 155b In � ITO, { 435 1b P 21 � 1 50 � n bs ) G � Jit � 7£ 'b 3i'. 7I,1.k i 27 I 1d(,i s - - 2 kncimr., 1 75 Min O C-- JP(Cr( y616I53R t R ll1 -10 >- P + JI 1 its4 TE4 FOR THE OFFSET CLIP, USE THE SAME ANCHOR F14iTEiN TQ ANCFP R VALUES , - iTli T.TANDARDC DifF - -~" � .- - - - --- � ---- PRODUCT REVISED CI) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. as complying with the Fier'da Building Code yea a, 23-0913.05 FIGURE 1: FIGURE 2: TABLE NOTES: ,� 1.06Q" i__.. Expiratlia. Data 05126/2026 1) SEE SHEET 1 FOR INS l RUCTIONS ON USiNC THE TABLES AND S#iEl-T 22 FOR E1FOK A va ON Lt,ft;llNG f . + By 1 - SEESHEFTS24FORGENERP INSTAL ATlt"NM 1-HODS, .f i saaxs-'tla26o 6tr-eadcsa.3 Via.>zrs�7 �. - - -- - � � 2) LINEAR INTERPOLATION BET'Li xEN MULL LEND I }- AIN 3 r R''� e NIbI ViID r' ,r FIGURE 3: , QO 'LyNj{ V � /�� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO C,A %' FOR r XA T MMENS O NS 7 F 1- 8-20, 7 750" � � � ,r, " ENS / t 11:0:: =*...... ______.�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUOEN IONAw R STRICT€(n. S S`-.OVvN 7� , . EEr 7 .8 2t.•"• � T: __ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOC`A7 �"h> ¢ No 66705 ,. ANGLE CLIP MUST BE USED IN PAIRS ( = CONCRETESUBSTRATESCONCRETE UNIT C?vFU' SHALL � OMFORMrRM O.O A.lfi9 SF t'C i{CfiTlflikiS H01 t OW A C 73 --. LLE3 375„ -qg h v/O lo!,; C r aU1 sn O D SHALL. if6tlE f Tr G C ) 55 r �"" FIGURE 4: FIGURES: FIGURE 6: ( t)- ( _ .._.___ ALUMINUM SHALL SE 6063 T5 AND BE A MINIMUM O 2 5 f LICK STEEL Sl UDS 10 B` A MINIMUM GRADE , 0 TAT' 0-1 Z{r` E�.._. �� hP:D 645 TH3CK (7fx Ctt Gf; 7 UCi"t}CiAt"?�J3 A -'s x 7 "-f C,F4 l'.; 7RL; >-iS!NiO f °f+'. A'C�R,,;.•°r:+'`" J fil Ii1.... III j STEEL x > r5• x s1T' �suf t tc�ta a^ , METAL HALL EXTEND A SPAS t 3 ,CRFW , READS FF" OND U if MA- R A! . v'.� G t�:C^C;f3 �i ,cS. .,.., �,•. MAY BE STEEL, 1 & 8 S.s OR 414,. , ?%1VRi 0 7=r}ninitt A LYNN MILLER, P.E. P.E.# 58705 TABLE 2A vl.liian CaDacity Table (Ibslft) - ^Ix l "MORI, . ; r op.ning Height mizontaily spanning rml IcT",) 5j m --I In --,plplTn,,,p /Tni gR-t-gda, Trefi-g i I . 235 . 1 -6ng I I op"Iv,II I <+ c .1 g 1 g -d g I g L-IhN L-&,g 650 Alum. T - -- - -------- 'R 2- 2- A Muflio,, T t z, I �mc 1 111, �21 �11 I "I f, 'I P, i 1M �7o a 521 5 P 7 1 1710 571 lv i T i ID G 11, �7 1,() 0 080 14! '417 "HO F80 121 141 t 1 �I 0 6FL !GhI !1" 0 IM "'D `6fi 0 0 �,'A* /f, 0 ,1,, 1 f) I Ill 10 0 /23 162 6 146, 3 1280 70 Q 7.�3 III 1+86 'lac 756 lo" 6 128L 1'ob Ivs 914 1286 1710 7bf 2K 170 0 1 '0 G 116 6 �IW 170 0 816 '015 11 0, 17G 0 111 IS I I 1 -10 17G 0 861 ?6 1, 1 -, K M 0 8-,l a 1 6 �rl p7c c i 51 �A I 3o 0 i �!"Xi � ;1 �^K .,'5 1623 �61 1 �f) 916 1145 146 1o9 9 111 1 71' W 15 291 26 879 915 1185 720 7'1,2 111 1144 7-15 62 15 114 41 715 549 111 1144 N5 I cI 0 0 1 7o 0 1., 1,' b i 2 1 9 �,o 1, 2 7 9 /6 1 1 a-lo i �4 6 1/,-- ?,) 964 f ^sI c? 3 P30 94 1 1119 51 1 1-10 9/, 1 I 349 r 47 A 830, 941 r,,q I, fl�M 41 PW 182 Y�i 47 2 `�,7 81, 2 a ��R N 0 122 G&I 62 3 'I(Y 121, 1 636 572 500 W 3 4 i� 7 1 �'m 5� 3 1,97 318 1 636 15 2 197 C I G35 06 5 5�- 4�- 447 77,0 146 I ��71 CO 6 171 18 5 464 132 571 51 8 1,59 'S 0 If! 4,70 451 309 171 41,8 ,b I �'I I �Ij 71' 8 /,115 11 ] ' 2 7C 3 I* o 1 "12 63 1 1,11 6� 7 8 165 5 11 1 1621 1' 1 0 b/,2 15 7 1 149 4 5" 2 51ILD 412 400 5,12 475 437 , 3 42 9 129 28a 542 4M 1,12 40, Id 423 101 7 1 31 1 I�j 1'� 4 35 5 -17 2 107 IQ7 13 3 1, 1,07 6 'Ai 21 5113 289 -V 1 33B 21 G 1 7 491 261 327 186 407 14 1 322 163 1 407 230 319 - - -284- -- 915 1 V 9 l 1 8 8 356 2a 8 3011 238 26 1 300 21.5 _35 _ -4 9 3s8 21 o 111 15 358 192 - -- 263 30, I 1 jjl283 25 9 251 21 5 In 188 233 199 2A1, 167 283 I&D 24o 151 283 16 237 111 278 1 111 2113 218 198 267 173 267 1113 231 IC4 267 16,5 228 267 28 3 242 2-- _I t6.2 1 111 12D 22 D 729 223 1! 1 �1219 188 205 157 229 TABLE 2B k Hcl,',-urFiN ,d Clk 1 7 SI-I I'm Steel ee�-- C A, Ancho� fyp , , I ,� w (G5) S., jS,-w(G5 S-IG5) S-.(G5) apacity Edge CIE J` 2" 1 o48" 0, A 0.324" I AI6Y- C�,, 115" hl- 0 C I Cftl¢) Chp 4 fuI 3" Mf, O.C. 2�} 2- A,,_.Ie Clip, I 2 Neh- @ 0 115" Mn 0 C / U4.fip M. 12V Ah- NOTE' FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA FIGURE 1: 7 FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: Hi io VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL HAVE A MIN, SO OF 0S5. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125'THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V 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, I" S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (c)E,j X ( ANCHOR CAP MU i FLION C ANCHOR CAP. - USE THIS FORMULA TO OBTAIN ,HE 'ANCHOR CAPACRY REOUIRED'CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY FABLE. PRODUCT REVISED as complying with the Florida Building Code "OA-Mo. 23-0913.05 Expiration Date 05/26/2026 By WiamF-Dade Product Contral LYN[V 2.750" No. 58705 .650' ,0 STATE OF 1"X 2.75'X .650'MULLION "'ODRIDI" A LYNN MILLER, P.E. TABLEM Mullion Capacity Table (lbs/ft) Opening Width (for vertically -spanning muffions) or Opening Height (for horizonally-spandrig mullions) 50 i140 r, 1 120.in 60 80 in IS m 10cm - - - --------- --------- RctaNu.r /Tir.ngt� T�F­9-- Rectanjufar- Rmp'-T'Redtarj--0rrap/T­N Rc.cnqdaTcp/T­-- a Frrp/T9 R cia g n.p/T­Parlff­g I" x 3.125" x Loading L­dmg ­6rg L.rdrg L­ding Lcadr,, Load iR Loatl Lldll L-d,,Nl L..d ng L..dirg L.rdirg L..ftg InnidiN Lad t.aftq .500" Alum Tube Mull E 2 R a a a 2 �A ? T, & 2 5 2 5 7i < I < 2 < I- < c 'Cali 521 1 fr" 0 511 i z 5� 521 42 1700 620 V001 1700 744 1700 471 1700( 868 17001 505 171161 992 1700 511 i170,1 " 11 170.0 521 1700 1240 170 j 11,88 0 C 17Y, A- ---- I---,-- I I- ----- I - - I I I pT 48,. 1700 708 1700 524 170,0 850 1700. 584 1700 992 1�j 6W 170,1) 1111 1100 .1 7001 127!r 170.07 677 700 1417 170c 680 117 7 1117 7 135A 1700 680 1182 157/ 1700 680 1 701 1577 a 50 625 i� 170 0 747 170 0 700 1700 563 1700 896 1700 631 1700 1W 684 1 0 1195 1700 723 70 - r1w, 1700 747 1494 1700 756 141 7T 1495 7" 121 51 14% 1700 7513 106 3 i 1495 1700 7% ,54 in 17010 797 170.0 612 170A0 956 1700 691 1700 1116 1700 754 1700 1275 1700 803 166.1 1401 170.0 837 1495 1401 1700 856 1246 1 1401 71- 1 063 1401 170 0 93A i 1401 1710 861 60. 1700 8-85 -17-0 0 �7.1 170 0 1063 170 0 797 1585 1156 1700 878 1387 11566 16/0 92.8 1233 1156 1565 91/ 111.0 1156 1497 910 92.5 2L6 -W 79 3 1156 144.5 903 sq 4T1 156 144 5 903 930 745 1598 O� -63,n 1700 1049 17001 850 1370 1049 1555 860 1198 1049 141 7 M 106 5 1049 '32 0 836 it 959 104S 125 5 1 828 7.,11-9 1193 82r 68 1043 i'180 8119 59 I IG8 8"9 --- - 7 1 py (Oic —8] 9-1-5 0] 1391 915 111 1 rB4 111-1 111 1337 788 104 2 gj� 121 4 775 Cr 6 9z)5 1126 765 834 951 106 4 757 695 955 998 749 V 955 98 7 46 52 q716 77. in 9 6' e, 803 a C 803 _1 14 9 91 8 101 On, 1 670 W 3 .1 91,2 1. 71 4 .1 83 2 7 42 53 5 W3 72 2 632 45 Ci I &A 698 628 41i A9 621 76 in 10921 721 1141 629 910 721 970 616 780 721 851 605 633 721 76.5 595 Ii 603 721 /C 1 1 566 C,l 6 721 Fb 4 57 1 1 5 /21 591 5,39 C 72' `A 3 564 31" 1 1 121 -3 A,- 78,n '101 10 684 10541 599 84,2 684 IN 587 722 684 78A 576 63.1 684 70A B17 56.1 684 s4A 558 105 Wi 599 554 42 1 681 54 1 541 31 1 114 51 1 511 31 G 1 iS11 50 50 90 ic 658 14 67 148 14 1 448 470 114 500 440 41 114 146 411 1 114 4n 1 411 329 114 373 421 274 111, 3" 0 412 235 514 104 403 20 6 514 29 0 03 0 3-96 -3-87 452 4A9 364- 384j[31 1 -41-2- 32 9 F -378- 27 1 - -373 22 1 6 452 26 0 3 1 65 1 96n 542 45 7 7.4 4 4�, 47 390 330 462 452 30 3 4 452 21� 350 16 02 22 1 108 357 3 9 322 11 7 3r, 32 1 317 272 3 A57 284 312 1 238 367 252 Y-8 21 1 357 227 203Jrf 190 357 2r, 15 290 159 1 K7 i8 0 2�3 21' 1 3, 11,1 3 0' 8 4 14 6, 338 G 21�� 17 31i 11 27 3 1 i 1 "i 358 30C 2P 2 338 30 1 2.1 30! 250 338 26A ND :21 9 338 23 1 292 195 3311 208 288 17,1 1, c 2" 120,,1 27 7 1 289 282 2�31 23 1 289 2,3 7 2 F9 198 1 289 20 256 11 3 290 16 1 25-� 281 249 130 2EO 149 4C 11 6 281�1 '2 21,' , 11 1 21� 1 Wff.MA&= FIGURE 1: FIGURE 2: -- --- --------- - 01 ----------------------- FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4' FIGURE 5: FIGURE 6: IT--- -------- --- -------- TABLE No FEES. 1) SEE SHEET I FOR INSTRUCTIONS ON USiNG I HE T ABLES AND SHEI i 22 FOR iNl' ORMARCI'N ON -CoAOING, SEE SHEETS 2-4 FOR GENERAL iNSTALL,ArON Or -HODS, 2) LINEAR INTERPOLATION BE T, FiEEN MULL L BNG z OPF NiNic vViD 3) MULLION AND MULLION CLIPS SHOVIJN ARE NO 1-0 SCAI-E, FOR XAC r DiNlErA,lONS, S'-,- Si;1' L i8 HOLES TO BE DRILLED IN THE RELD FOI LOW0NIC DMIENISiONAL RUSTRiC FK)N'S SH0VVN ON Siq-£ i-20, FIGURES SHOW SUGGEST ED, APPRO XIMA-f L HOLE LOCAFIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM 10 AC; 301 SPEUFLATn.-)NS. HOLLUVAND OROU11 LE D CONCRETE BLOCK UNIT (CMU) Si IAU CONFORM TO ASTM A 90. WOOD SF A. I i 1AE A MIN, SG OF 0­55. ALUMINUM SHALL BE 6063-T5 AND , BE A MINI MUOF 125 1 iICK S f FIF- S-RIDN 10 RF A `V1t,0,,U1 G'RADF 33 AND .045`THICK (18 GAUGE).. RUG-1 URAf. STE!FqL TO RF AT I FAS r 3251 i-qGK AND A36. A[ I ANUHU) VEIAL SHALL EXTEND AT I F-AST3 SCREW P;REA! iS BE T i i`­ FI, RiA­ -.. :2 MAY BE STEEL, 181-8 S.S. OR, 4-10 S,S, ANCHOR CAPACITY ADJUSTMENT FORMULA: (DRj X ANCHOR CAR-T-' (MULLION CAP.--) = ANCHOR CAP ­ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING 10 AN AC NUAL PI'LSSURL 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. A 3 125' A 5` MULLION , ^r - vr- F,,,tjf I.E ()N) PRODUCT REVISED as complying vaith the Florida Building cc" NOA-Na. 23-0913,05 E.pirmfien Data 0 /26/2026 BY Wwmi-Dads, P,.d..t Cont-1 No.58705 -A, A- STATI- OF 41/ 4omv,) N, A. LYNN MILLER, P.G. P7 V 58705 TABLE 4A M.Iilon Capaeity Table (ftfft) ANCHOR CAPACITY0 op enb,g Widf!" 01 Opc,,1 �g Hl�iggd ",�'Onwntfly e�)annlr�j moOms) ADJUSTMENT FORMULA: -- --------- - ----------- ----- --------------- 0,6-w CC 70 ANCHORC J: AP-­ (D9,J X (AAW I ION CAP.--/ 1 x 4 x,12F, 1 ,admg Ing Load no Alum. Tube ANCHOR CAP ­ film 2 `E A, 2 0 f f f f �R 5 0 uaCA Ws 6 USE THIS FORMULA TO OBTAIN LL E HE "ANCHOR CAPACITY I z 5� REQUIRED' CORRESPONDING 0 AN AC UJAL PRESSURE - �c 0 �'K) 521 �4�� 8 14�'��, 70 0 '121, 12/ 6 148P, 1/001 4 4REQUIREME91 FOR THE 0! 0! EEG' ��(O '71 700 GPO 97 7 '303 1700 680 OPENING, WHEN IT IS LOWER q0 J 72-5 1 �0 f, �47 14C, 3 �23r �7 1 MC! �001 ",�EL �100 7�6 87,8 �2�5 1 ?D 9 75C PAN THE MULLION CAPACITY 756 -ROM THE TABL -- -- - - - - -- - (F E) OF THE w a 123 1��O� 10 0 855 i02 9 1 1 168 1700 861 M2 11�18 WO 0 861 77,2 1158 1700 861 �('Q U,! 1, 30 21 ? G 0 �'�'7 M SELECTED MULLION. IT WILL 01) 342 0 7D7 791 83 4 �2� 1 782 YIELD A MINIMUM ANCHOR F­ 6-, '7 812 ­E �,c 71 81E �il 0' �012 R 8'M 1-!'1111� 12� I 7U 7"53-11 'u42 125 1 6,2'5 1eo Eg', �14. r, 78 CAPACITY WHICH MAY BE P2 �01�1 �2� 1 "'38 93 7 7� 6 �92 ',C84 '15 648 �92 `6 0 711A 567 9�12 108 0 �1� 2 USED TO QUALIFY ADDITIONAL ZI 6 8,-, '�47 727 CF�,q 947 D` 1 713 5� -1 1 947 91 0 711 517 q,,l 7 910 7 11, 9 �'X' 7 �SS V � 0 ANCHOR OPTIONS FROM THE 2j W.2 a, , c1c 11 ­5 Eb 5 q b8 7 G?,C 67 9 PAD 32 7 675 '�,C 6 649 /5 3 659 185 81110 -126 652 426 8A 9 724 Obi ANCHOR CAPACITY I ABLE. :D W; X� elll/ 7 61111 ,5 �2 �,,2 �p r? 9,, E, ,,o ?22 ic, �,, 9 '29 C�- 2 161 71 r2G 98 62 692, 1� I a 481 7C2 628 F02 413 ME F9 9 �97 LL M� 762 59 4 595 n �r4� 714 1, 34 �,9 0 1 11, 94 6 6,21 124 G8 '24 7411 1 59- 5" 1, 724 GS I �91 534 724 634 bB3 445 1 724 57.3 573 382 724 54 3 567 334 724 535 565 821 GOE �E b43 474 1" 1 51" 2 D6 7 1 1 458 38 , OISE 318 Z 7 _112 543 39 6 46 29 0 543 3/19 1,36 24,8 543 321 430 21,7 543 307 A26 < o7 3 iF, 'R 17 P �78 4g7 'f� 478 4, Al2 Y, 8 47 ar 478 320 D95 239 478 28 1 396 205 478 25.6 380 17,q 478 242 376 a 8 �5 1, W, 31 8 478 34 B 400 2E, 7 3 3R 1 �a L cN 2r 0 25 2 3 2 6 `,2b 224 317 240 321 201 377 220 3�7 Ir 8 377 190 �10 14, 377 171 304 (1) 18 8 R R -6 26b 3�11 276 �13 232 3W 214 '09 206 357 220 305 185 7 301 15 3-37 174 2M W >< ,26 m 29 - 267 163 306 173 263 12- to C6 274 306 �1,7 �70 163 1 I "I - - -- _ ___ _ 0 0 1 17 T 25 1 21 0 I �117 11� �,23 '30 9 3�7 �! 8 318 35 201 4 30� 2� 8 279 24 3 < -!7 _j L - - n c z capacity capacity I Anchor'Ty (Ibs) 1 7b'M n 0 C , Sa�,,M,d n Offd clp ff-tg- 1L g� 225 1 C I SWdxd a4{Fig. 115' Lft 0 G. I st­!.,rd Offle.) CIP lF!g c'x­ a" W­ 0,C . ,27 2,,5 A,g1k,, C?;Ps ? r�,g c,h­ 3� tin 0 C 25 A, gk6 ( Api ¢ig q 0 45' Min. 0 C I U-C p, into 125' At- 4F ig 2 AW,,­, @ 2 2," hun0 (� J r-Clip {fig_- 4 - @ 1 15`-Nk,o -0-0 1 FCfip{F ig THE OFFSET CLIP, USE THE SAME �16, 114' , �11' Si!6` P4' S 910�-Ij #129f-1 1 41SII,�' ull­­ uft:­ ult­1­ O A.1�13.1.1 1111=��f S.-S(G5 S­(G--i S-2G57 � uft,­­ i 1 111 " 1 31,6,11 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4� FIGURE 8. FIGURE 9: L �1 Ia E" u - FIGURE 5: FIGURE 6: FIGURE 7: ---------- ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. U­ .. .... .. .. .... t- --- ­N11 -1 -L -1 PRODUCT REVISED 6K NS 740 ft N/A WA _j LIZ� �-Z`k M ft 1120 bs I as camp with the Florida 4DARD CLIP. sunding= ear a. 23-0913.05 Expiration Date 05126/2026 TABLE �NOTES: By ) SEE SHEET 1 FOR INS-fRUCTfONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE Miami-Oade, product -ntnif C SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNA( 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES 4.0tf0` TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW Z7 * Na 58706 SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 11 //29/23 STATE OF CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL HAVE A MIN. SG OF 0.55. ALUMINUM F.125' 0 SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045'THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12S- 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 I'X 4'X.125' ]HllStitt 410S.S. MULLION K LYNN MILLER. P.E. TABLE 5A Mullion Capacity Table (lbsift) Opening Width Ifor v rtica4y-spamirq rntific,m) or Opening Height (for harimnialfy spamjrxg mLflqons) --�-1� 70 m 2o 140 Do m -t- rtM-� R2 tarS.I., 7.pffn-g R-f-g.',r Tap1M,,.,.g I x4x,375 Tapfrr-q R.rgi., T,.p/ I R-f.,Ndar T�pflrillg pl�gvl-W -f, Ref.rgW., Tr g, r-G�m� -, L-dmq L.��g L,ading I-. Ladirg Ij Lad` ng L-d,ng r L-ftg L..6q Laadrg Lead L--Q L-d.g L-dmg L-d,^g Lad g L-Mlg Alum. Tube Mullion j� E 2 & 2 2.2 a 2 R a S & "T" iq �q R �q R 9 zKtt g a 1, 21 a 1 9 < .1 21 2 g S QCLE I < E < < -4- 42,n 1700 620 1700 435 1�0 0 744 1700 478 1700 868 1700 606 --1700j 992_ IM0 519 17oo �116 1700 521 1700 72,D 1700-521- 17-'0-0 -14-88 '-17-0- 0 4700 1-735 Voo 521 10 G 21963 116C 521 48m 110 G 708 170,Q 2 170 G 63G 170V 1133 1700 �61 1-70-0- 1-2-75- 17V G 677 17Q 0 1417 1 /c G 1, 6 G 170o 17OG 1 G,G 6 8 A, i 524 1700 $50 170,0 5� 17VO 94 W 170 0 �198' 170G 6W 4 17c G 66V - -- ------- 50,625,n 1700 747 170,0 563 170 1 0 896 170,0 631 170 0,0 1046 - 170,0 68 - 4 170,01 1195 IM0 .1 170,0 1 , 345 170,0 747 - 170O 1494 170,01 756 1700 17193 170,0 756 156 '9" wao] 756 _136,51 1919 - 0 7 56 54 in 1700 797 IM0 612 170 G 956 1700 691 1700 1116 170.0 754 1700 1275 1700 803 1700 1434 170,0 837 17G 0 1594 mcT-a%- 1599 1799 170G 861 1 T37 -1 1-7 S I , IT­0 W 1A) o 1 1799851 - 14 60,n 17G 0 385 IM0 701 1 MAO 170 0- 797 1700 1240 1700 878 1700 1417 170,0 944 170,0 1694 1700 996 t55.5 -,T;- -,SI4-,-m 1-119 170,0 1063 111 9 1700 1063 97_2 1619 170 0 1 _1063 63", 1700 0 930 170,0 745+170 0 1116 1700 850 1700 1302, 1700 940 17G 0 1488 MO 1015 1567 1542 1700 1076 Not 1542 1700 1122 11-15 1Y2 168 5 115� 1 IA) 7 1W 1679 11157 a' 1 1 542 157 0 1 1157 66,� 1700 974 1700 789 F'-,?0T;0 1169 1700 903 1700 1364 17G G IGQ2 160 6 1472 1100 1086 1428 1472 1688 1148 1285 1472 1588 113Q 107 1 1472 1473 1108 9�8 14 2 1460 11()� 803 1472 146 0 72 r,f V00 10T� 1700 8/8 h1700 12755, 1700 IW9 1r,08 1320 1662 1101 132V 1320 1499 1082 117 31 1320 1378 I(OG IG5 6 1320 128 G 101, 9 88 G IKI, 1170 1021, 1;1 �320 1 {26 !G!', 6c j Mo 2 !��'2 + 76 in 1700 1122 1700 937 i 149 6 1184 15C 4Iii1013 1�8 2 1184 1399 994 1122 1184 1257 973 997 11� 11531 3Cl, 893 1184 IN 95i, 748 1184 9-�5 C1, 1 93 1 927 G1� 9211 1 1125 - ---- - - -- j------- -- - - , - -- - M-i 1-1124- 1 931 923 1124- la"I - , ---- -- - -- - - I - - i 78 m 166A 1124 170,0 967 1384 1124 1470 965 118,6 1124 128,8 947 -1 830 1124 98,5 906 692 1124 800 agG 59 3 1124 943 1 W 51 1124 83,2 87E T 90,n IM 1 8-44 1-11-5 7-550 1 1 844 91 3 736 772 844 82 1 724 676 844 733 712 6n 1 841 66 5 9' - 702 540 841_ 61,4 693 450 F1 2 iii 171 111 a44 50.0 Fm �O 8 PA4 47.7 C62 - 144 96 m 89 1 742 91 5 663 742 742 71 2 I 652 63.6 742 67 2 641 557 142 598 631 u 495 f 742 541 622 445 742 436 6OG 3; 8 712 39 a 90 218 742 37 5 584 108,n 626 586 639 530 iI 52 1 585 53 8d 7 536 411 113 31 586 41-4 5-0-5 3481 5-46 3- 13 498 -31-3- -5-86- ?42 -4-92- T - 586 25 4'! 223 58C 266 472 5, 5U, 21, 7 466 0 555 49 9 495 41 2' I T, -1� �561 588 56 42 9 4W V30 55 380 480 321 15�-� 341 4 �3, 288 5�5 31 3 41,7 21, 3 555 27 1 4 S 7 2�-' 5 3 41,', 1 �3 Y 1, 412 420 4 7"' 1 1 38, �J iIi 4,� 121, �,I 38 0 475 39 G 426 32 337 28-5 4M 298 -14 253 475 2r 8 40Q 228 4,,' 24 b ATI, 190 475 2' 1 2 381 14 220 330 22 4 301 19 3 291 1 1 1 -- - LZI]4] 67 305 j 1 6 - 5 -1 330 17 - 1) 2 1 93 j 18 TABLE 5B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE A: FIGURE8. RGURE9- d -- - ------- e FIGURE 5: FIGURE 6: FIGURE 7* ANGLE CLIP (FIGURES 52.6' MUST BE USED iN PAIRS. TABLE NOTES: 11 qFF SHEET I FOR INSTRUCTIONS ON USING FHE TARLFS AN') SHr T 22 OR N,'DRMA Fr',N ON LOADING SEE SHEETS 2-AFOR (FRAL INS':-,A,LA!`0-,, Ml�- Vl 2) LINEAR INTERPOLATION HE fAVEEN NHA-1 I f NGI 1 SM)P) AR GP� NINC3 AP�, T& S /-f i 0 f 3) MULLION AND MULLION Cl I-S SHOWN ARE NO-'- Fa SC, I T t EXACT Dil",EN13(0114s, ISLI- SHEETS 18-20. HOLES TO BE DRILLED IN rllE FIELD FOLLOWINC DiM'UNSIONAL' RESTRICTION'S SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGES-I ED, APPROMMAI E H ' 0L.E 4) SUBSTRATES: CONCRETE SHALL. CONFORM TO ACT 301 SPECIFICATIONS. HOI 1 01111, AND , C GROUT -FILLED CONCRETF Si OCK UNIT (CMU) SHALL CONFORM -1 0 ASTm, ;f 00D SHAI 1, HAVE A MIN. SO OF 0.55, ALUMINUM SALL BE 6063 5 AMD BE A WNWUNI O125VX S f FEL STUDS FO BE A MINIMUM GRADE 33 AND 045' HICK (1, 8 GAi,011-), S � RUC Nl f 6 r AT LEAS F 1125"FHICK AN'T AlAl L ANCHORS P0 0 1 M f Y, NID A A'S F 3 SCREW -1 HREADS BEYOND .,cif.. F � MAL, �2 TO W0110 %4,AL S H,x 8 8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULk (DR_)X It ANCHOR CAP-,. VMULLIOWC-AP =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. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. La m Tz z 0 PRODUCT REVISED .s -npfilns 'mm the Mond. 1.062' 1.0001 S.Sdm d. NOA-Na. 23-0913,05 Explmtia. Ote 05126/2026 By Mian-,-, 1111j"/ rj h /F` - "I 4,00,n- 4,0 00, U P No58705 vi" e Z M ST ATE OF "IS 'T" MULLION MULLION it LYNN'WILLER, P.C. TABLE 6A MullpiLCapacii Table (Ibsilft) ANCHOR CAPACITY D,GL< sI-Icfght 'T-cr ADJUSTMENT FORMULA: - - - --------- ------- (10 M '20m 140,� (�ANCHOR CAP, E DR,,j X N,Ul -L iON CAR "g l-dmg -dmq E 75 0; a 265" Ali - ANCHOR CAP_, a C14 T,,b. P,Alff E 2, USE TI ITS FORMULA TO OBTAIN IL I w HE TTY HOR CAPAC p z -ONDING f 61 Wcic 1`0 AN ACTUAL PRESSURE IN REQUIRUMEW FOR THE 11,11 ��48 �,"2 7 170 0: �0, Iff i �18 �48 0' C130 0' PENING, WHEN IT IS LOWER IHAN THE MULLION CAPACITY Of Ig (FROM THE TABLE) OF THE w C) ED U) CD 0 ,"j e 3/ 6 C 8s 12231 '116 17f, 0 361 IN, 8 l,'176 1-m 'iCi 94.1 1376 /Or, i 86, SELECTED MULLION, IT WILL Cq -e '�J '�12 li�161 W & q1115 1168 141 91"'�' 6s 1 V" R YIELD A MINIMUM ANCHO 1�1 2 1156 l5C 0 9 8 w CAPACITY WHICH MAY BE 0, 1�19 172 '12, MIS i i 05 i`2 a 8"', 9`3 1 2f,, I 2i CL 827 38, 6 !UA 11� 1 612 1 600 1051 11�, 821 if USED TO QUALIFY ADDITIONAL ',2, '�F' 1, ��,O ',P 7 7 718 521 997 9,19 ANCHOR OPTIONS FROM THE z T 3, Y1, 1,i, 9 '2, r,', 4 T il 3 6 801 , I I ANCHOR CAPACITY TABLE. 0 F � 40 804 1 2 -4 i,YG ',F, 4 )22 ir 8 02 7f, -',4 7 02 e,6 5 �Po 11-143 722 �,g 6 �,/O 391 722 5�9 7 '�U5 34.2 722 56,21 564 co. 4 ie, - ------- < A n' 4 6 c 2 5 �A" 50 6 C'O 3L3 1,22 686 54 3 �V�a 36 2 68 51C. �i5 5 j -_7_ _316 _685_ 00 7 537F- C14 z 0) cb� i5p, 0 113 640 L,�b f, 449 47 1 'A��' _0 14� 112 i 1 S, 147 1,34 G 6 406 428 0 bl!i, 374 422 275 5i5 3a 1 413 23 6 515 305 1 401 206 516 29A 404 X z 24 1 3 1�1 00 8 3 ��;3 1 8 16", -39 4 -,C 4 �5 302 3 0 -79 �7 2 '�,3 a04 1 3 4 226 153 26 6 261 104 N 3 1 '60 170 451 22c 356 OD - - - Ln r', 27 2 ',,� 8 284 13 3 2 7 304 11 3", 8 0 293 MI 0 8 8 2 2 308 212 M 8 2 08 300 1�9 358 1 LLJ Cl) 1.,7 �2 232 11S 1�1 13r 2�1 Ha 11l3 13,3 IOA 201 '�g acm 2�, I ��318 �C I ] , SE w X '0 0 Ile 106 1% 17 IN 11' 7'�3 15 2qO 164 24e c-, '78 -�',O 28.3 -61, 2�1 2 290 8 '�O TABLE 6B Anchor 5/1n;=lt 1/4" SO lyp,, A�Oli�Z., od Capacity t Agg"G.!or - -q - -- ; --- - ­Ci8- Ow 0 124' -i 12 V 2:1A" V F2-V7't 3- -2 (Ibs) 1�g Distance (myl 1" 2-1/2" 3-m.� 2� I K"' 1,14 O.G. 2),,xb AnO,- C iP,, 4 1 C 6.45 Nrr, 0 C I U Clip, rilL. 125" Alri, 1 Arl,u' I F-Clip A,,,l-,, P 1 5" &&,, 0 Ci, Chip FIGURE 1: FIGURE 2: FIGURE 3: - ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: m I-0 J-18- 101 TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL HAVE A MIN. SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125r THICK. STEEL STUDS I'D BE A MINIMUM GRADE 33 AND,045" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST. 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I.2OX 3.188' X.266"MULLION (1-114- VF MULLION) PRODUCT REVISED as comp g with the Florida Building "CIde HOA-Ho. 23-0913.05 F.pi,ation Data 05/26/2026 Plioduct Canter/ 00 No.58705 4- 0, STATE OF ZONAIL-ll IIIIIIIII A. LYNN MILLER, F.E. TABLE Mullion Capacity Table (Ifelffe) Opening Width (I., -ficiNly-ep.-Ing molli-) or opening Height (f., ­11mIS) 50 it 60 70,,, 80., 90 11, 1.0 1m 1,, 6. 1.25.3.25 T"pil-g F.WTh­g R­­gd., r,ep/T­g opff-A R­,AW., TIipo­�, R­ Ik, Tlpr,­@ FR,z.,,gWi, Trap"Inalig r.p! I ­j L.l,!,,g LiilfiN I t­­,g L..d,,,g L..d,,,g Llidmq I _d,rIg I _6,�g L­dmg L-d"o X.100 - - ____ - --I - ____ - ___ I- ___ ____ ___ - - ---- -- ----- -,- - T,__ -T --- - -_ Alum.Tube 41 M.Ifio. ft k 1 1 3 i,;� 3 1-3 8 3 8 il 8, gq E o 2 & < A < �Sl - 2 9 - 1 2 - 9 ii A P 1 - P I 2 1 , 4 2 9 A 2 i I I < < < < < < < 1 53 !!;a IN b2l 7 1,81 1700 121 A� 11,; 52' 31 1 8 42 1, 1700 620 170 '1 135 1100 144 i700 1 rt78 1700 868 170 0 506 1 m i7l, 5" 2, 8o, 170 631) 1301, 078 1111 M 5 W3 1 I'll I, U0 078 1100 EO 8 48 1100 108 1 Ill 0 v24 1 N 0 0 IV, 16/6 978 170 0 �4691 _918 i /0 0 661 'iII 3", 0 18 i m - 0 170 0 6 31 1 �4 7 �7 1700 1665 708 1172 1127 159 69li- 927 1663 6% 8 9 927 lo5 3 3� 7� 4 �7 IM 3 695 559 9�7 1% I,--- _ 11 11 . - _ _ _ i 91 N) 625 1�70 0 747 17 0 563 1700 i 8% 31 W7 1055 7 69� 1-100 797 1700 612 IfIl 170e 691 1325 9 M9 _1�1 W�_ _103- - 54 ir, 86 1539 68­3 1-1 5_9 1 �1�9 114 11 12 7 111 l298 654 -17 3 C52 613 869 Q8 8 652 570 869 128 8 _L 869 0 R� 128 1 652_ r6e4 1194 1 746 IK 3 620 1023 7,45 Il/ 89591� 79 I Ne I 92 It 6 7,l6, %.6 587 597 7� 93.3 583 51 2 T746 �3 3 583 60 m I �e 2 �74ii 1538 52 442 677 IS 7 7 71 717 52 7 1,7 io,i, 123.7 677 1320 10 103 1 671 1132 M 1 677 1,M4 55� 3 677 91 4 �c 587 677 85 2 olq 61 9 677 81 G 534 31 677 77 0 9 86 3 '46 _671 66. 407 3_1 61-1 ill 1 1 13. 89 1 1 617 97 6 619 76 61 / 3 509 17 3 617 78 1 500 598 117 V, 3, 194 138 111 08 1 489 8 64, 483 �i 63 1132 l3 1 1 181 18 652 4`2 5� 8 51 2 419 41 1 N) 114 5 5 1- � cr 408 n I >1 450 1 405 25's 8 e 72 1,, 111 ill 1 1 lw 6o 1 518 74,2 �Q 592 5 8 58 8 425 15 1 518 76 ,1 105 465 73 7 1 1 411� 6 398 50 3 465 'A 9 310 44 1 466 l, 114 3V, 392 465 16 1 378 312 4e' 1 12 2, W4 INI 131 3U A 2 411 Il IC,�i _23 11, 2 ---------- - -- -- ---- --- I I I I I - , I li 3w, 362 14! 41 1� W, 32 6 i 39, l41 111, 3 441 346 10 1 1": 32 11" 7- 16 2 1 441 680 i 387 44 1 57 7 V9 466 - 506 372 40 8 441 4S4 I 411 337 l38 11 a 351, 332 170 285 ^ 30 1 33l 3 210 1135 331 1f3 , 1 210 11 C, 132 26 271i 2 i 332 4 1 272 33" 21 3 266 11 3,2 III; i3 3 332 '1, 2� 35 20, 359 2,,11 ?9 2,,1 21 9 29 J3 241 4 11 21 1 1 29� III il 241 6, 191 li 1, l3l - 1 201 oZ 1 162 191, 2ol l8a 201 154 108, 245 2.YJ 2- - - - 111 226 211 23 1 197 1 216 194 218 1 168 194 11 110,1, 11 11 11, 1 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF-,, ) X MULLION CAP _ =ANCHORGAP._ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIREWCORRFSPONDING TO AN ACT UAL PRESSURE REQ0RENIENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELDA MIN#MUPoi ANCHOR. CAPACITYWHICH MAY BE USED RD QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1­­ A 3 bk C 1 r 1 1- 1 Anchor 3/16DAN.'t t 11l" '_oMlP ',,I lo'Ililfl 1'4' 00,% C.P.6ty Ut-l" X �,,T 2 Iz, 2-1/2" 2" 1) 32 1 Obe) Fd11, ('I) v 3-111i 2' 048 1 0 54" 1-314" I'l` 1:3,14' 2, 1 114 1-111' 114 2' 1 :II' 1-3/3' 2 A-h- @I, l, 75' Mr,, 0 C, I St1 70 L,, 6 b, ! I�c ilI I N", ,I, '2(i I" l V:�, IT) b,, IV, Nilll�, MA'401." MY, A -Mrs All, '0 1 1,811 4 IIIIIllf 3' 1111, 0 G i C) AI, 620 ��,s 6 lo,l iiI, Iv". V'A iI"�, 155 b� 15 16 62� I, i i 2 if C ----------------- ------ U T ME ANCHOR PAT ERN ANDANCHOR AIUES AsfD FIE STANDARD ci A` i�F, FOR THE OFFSET CATP J'SE Ht SA FIGURE I TABLE NOTES:_ 1,250' -1 250" HOUSE 2: 1) SEE SHEET 1 FOR I NS I R C I I ONS ON U SIN G I El i AB LSI AND ". 22 t- OR, Ml,,;,A (NI DP 2) LINEAR INTERPOI A RON FIE, fINFFNIA'UL! C A A 'Al 3: 3) MULLION AND MULUON aSHCINN Ai>11' NO0 SC,"; F R Xf- DUM1-_NS,,0NS, SLEETS 18-20� FEU[ESTO F31,- DMLLEJ) IN FHE HE[ L, DMI' NSIONA1, R,-S RIC f�( ��S AN'GI_.FU ST SI OWN ON SHFFTS 18-20 H(n RFS FHSc}GGPST OIN SD A�­ROX!'� AfF BE USED _-S� CONCRETE SHALL COW-ORNI 10 AC130' S- FCi� K_Ai ONS, HOLLOW AM) AIRSGROUI -FILLED CONCRETE BLOCK UNI T (CIMIJ) ALCOf'4F IN P 4) SUBS FRNTE , RI 0 AS i M, C 'X) WOOD SHAL, HAVE A MIN, Sr OF 0,56. ALUMINUIN� SHALL BE 6163-'Ii AN�� E` A ll�v_ FIGURE 4: RGURE 5' HCURE 6: TRI)CT, n' AMMUNI R GADE 3� 3 AND 04iL' II CX��8G,A_K`,', o BEAT LEAST A-25" THICK AND Jo 6. ALLACHCIIO Nk,`� I-TMI � -M, SHIA! �,Xit �Nj)A� EAS-I 3 '10c if Fe' IFF-F-­_ STEEL STUDS TO BEA ?TR CREW THREADS BEYOND 1 H_MAT, III X 12" XA00 X 1 26 X. U0 SS. OR 410 S.H. MULL 10N FOR "ld- i0% FOR FIELD MULLED UNITS IAC.ro�.y MUL i ED UNITS I PRODUCT REVISED as mplying with the Fhorld. Building Code migA_m.23-0913,05 _ bate q5qT2026 By Nfla.-badie pircd.ct c.nt-4 I­y�v 0" x� . ...... A No 58705 % SIARE OF A ONAI- / ... A. LYNN MILLER, P.E. 'mv jim" v"­'7'.__v".' Capacity ty A� S­ (G5)1 S­ a-1 v -1 �_VZ' 2_1 48' 1 0 54" 0 32A" dg� W) I - '� I - 3-lf&' 41-1 1 _t­ — @ I 1 0 C / Sf­da,d 4 A dw,, M4, 0 C (n ?, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: FIGURE 2: TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BE TWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: HAVE A MIN, SG OF 0.55, ALUMINUM SHALL BE 6063-175 AND BE A MINIMUM OF .100"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK A14D 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 oe* H 10 11 1 S.S. OR 410 B.S. ANCHOR CAPACITY ADJUSTMENT FORMULA.� MULLION CAP__, ANCHOR CAP.,®, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY RUQUIREDI' CORRESPONDING 10 PUN 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 I -ABLE. --1,250" 3.2 50' t25'X3.26'X.624' 1_25' X 3.25"X .624' MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS Rh Ly/v No. 58705 8121/V23-,: ddt ,0 •STATE OF A. LYNN MILLER, P.E. TABLE 9A Mullion Capacity Table (lbsift) Opening Width (for verta,agy-spawwA mullioris) or Opening Height (for hanwnc��j-sparn­jm,,grons) 50", 60 70,,, 80,, 90 100 120,,, W,,, 160,� ­gui., Pap7­P R-NW. T.PD-g, R.-No, T,.pfr­N I.Pff- R�.,BUI, tap/ ""l, R--I VI, rcAT­g RW­gu R-t­gO', T,�,p� T-I, g 1.26 x 3.94 R-t Lodf� L-diN L­dmg L-dlg L.�,,, L..ftq L­d,-�g L­dIN L-I, L-mg L.dmg L..d g I .36"g Lodmg ��mu L-d"g 24 Alum. Tube ff zI 21 MU turn 1 , :; a I , 1 - , , , , I t a 2 a ji 3 turn R.- H. a i, T� q 11 3 11 �5,p �5 A t -0 < 21 < < < 2 < I 1- 8 1 1 2 < 7- 17601 7� 1170 0 17 1 �1 1 112 5�9 -�2 5 52 700 '73", 121 ,7,, 0 �I53 7C -2 r 77 1700 0 868 1700 '70 1 1 11'�C 170 521 1 0 �2� 1700 1700132 170 C 148P 170 C '70 �;T a 48 n 170,0 708 170,0 52-41 1 M 01 85 V;Ii 58170 0 1133 1700 61 IM0 1275 1700 677 1 00 141/ 17001 680 170,0 1700 1700 C80 1100 1983 170,0 650 170 2267 7 �7 [1_7D 1, 2 1�1 7 1 7� 0 50 625 in 1700 747 1700 563 170 0 896 1700 631 M 0 7r6 17 1 '1 '70' O� IM 1700 684 1700 1195 1700 723 170 1145 1700 747 170 G 1,*4 1700 756 1700 1793 1701 756 1700 2092 1 01, 1700 756 170,0 691 170 0 �11 I Z16 170,0 7� 1700 1275 170c cG3 170 0 1434 IMIC 37 1, �70, 1 2 54 n 170,0 797 170c 612 170c 8 1 1 0,0 8M 170,0 1913 170,0 WI 17G 0 2 1 1 4 '0 1 170.0'l 7 1063 170,0 797 700 170,0 878 1417 170c 944 170c 1594 170,0 996 170 1771 1700 1033 1700 2125 1700 1061 IZ3 2163 170,0 1063 129,81 2163 170,0 1063 '5 60n 1 885 170,0 7-0-1 -Ft- - j! 170,0 63,., 1700 930 170 0 745 170 0 1116 1700 850 1700 j 1312 1700 1700 1 11 140 1700 1- 11011 11115 IC13 1700 1076 1700 1 22 1569 2�O 1700 1169 !114 5 2�I) 1100 1171 117 7 2060 1/00 1171 1 170.0t 170,0 1002 1700 1558 1700 108r 170,0 17!13 17GO I 1651 U10 22 C WIC 170,0 12W 107 py 66 1700 974 1700 789 1700 1169 1700 903 170 1 1��8 1700 1430 1966 1700 1275 1 2 1%6 1700 12, 86 72 i. 1700 1063 1700 1019 1700 1 1488 1701 1126 1700 17001 170 0 1228 154 1 1734 1700 1315 '1 138 7 1734 1698 138C 1 C, �7� 1 CL 136/1 1 TIN, 135,- gB .7 1731, �5C, 2 1700 578 1700 1275 76,n 1700 1122 1700 937 170 0 IW. 1700 1080 168�1 15% 1700 1219 1474 15� !F52 1285 �3I 1 15�, 1 i 5 126C 117 �5. 14' �211 % 1 111 �21 1 1221, '112 I�4 1222 ,21I, )I I `2�61 7 1 1 3 136 4 147 1520 1212 1477 139 1 1203 IC 1 13 '477 1108 1 1;," 2 '4 '1' !'1 78,,, 1 OD 1151 1700 967 1700 1381 1700 1116 155 91AA I Z�4 L14 I 2z�, 9 1 471 129 5 147/ 116 9 169 7--- -4 1110 1465 986 118411 "10 1239 9M '32 1 10 101 5 1 1110 107 9 951 888 1110 %,3 -1�, ' 7 90,� 1 93C IS 9 1110 87 922 1,6 IM 91 '1 2 '110 "1 3 X, 111 14 3 A-1 73 2 97 5 1 8 5 82S 0 97,5 71 2 817 M,, 1170 975 1213 872 9].5 1 975 1�6 6 113 111 1011 1515 121 171 W FA2 8 r, 975 65 4 1 801 48 8 915 571. 789 141 8 976 32,, 1 11713 612 10811, 8 , 2 2 -1 - 771 84 ­ 0 -- 696 68 - 5 71 70 1 1 685 66 1 771 61 3 674 -51 4- 771 5 - 4 3 1 664 46 1 771- -49_0 V5611,41 '1,- 711 1 647 M 171 'M 9 111 194 hi 350 1 621 25 1 1 M 32 4 4 3 73C 499 631 421 7-10 450 1372 379 7K 41A 511 �I 5 130 6DI 270 7M 31 9 58�1 z3 I /3�) 29 � Al 111 757 1 730 77 3 661 631 , 730 650JJJ 1� 730 56 3 AQ 35 - ---------- - -- ----- 120 59 9 624 610 %9 1 49 9 624 51 2 MO 428 624 443 552 I7� 624 39 2 �A4 524 353 130 124 121 �31 25 1 1 62,1 27, 519 24 21 Y, ',2 .12 �01 13, �_J_7 I 144t,�4 7 433 35 1 400 � 28 9 433 294 396 24 8 433 254 390 4.33 224 385 433 20 1 _I, 3 3 7 3 4 TABLE 9B LLB NOTE FOR THE OFFSET CLIP. USE THE SAME ANCHOR PAT TERN AND ANCTiOR VALUES AS, THE S rANDAFLD CUP. FIGURE FIGURE 2: FIGURE 3: ANGLE LID CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: Eli TABLE NOTES: 1) SEE SHEET I FOR INSRU CTIONS ON USiNG, 1H' TABi FS AND 5A!FET >2 FOR NFORk'A I KA, ON LOADING. SEE SHEETS 2-A I -OR GENERAL !NSTALLAPCN',€ ODS 2) LINEAR INTERPOLATION HLPI- NMULL 3j MULLION AND MULLION CUPS SHOWN AXE NOT f'O SCA! OR E`XAC,' DIIAENsi��NS, SHEETS 18-20. HOLES TO ac. DRILLED IN -iE FIELD FOL O'NiNG D!?AEN8i0,`,UIL T 1C, A SHOWN ON SHEETS 18-20- RCUHEN HOLE LOCANONS, 4) SUBSTRATES: CONCRE TE SHAD CONFORM TO AC930' SPFCIFzCATK)NS. HCIA AND GROUT -FILLED CONCRETE BIOCK UNIT (CD U)SHALI, CONFURM FO NG70 & HUO/Ifl HAVE AMIN. SO OF 0.55. ALUMiNUN, SHALL BE C063-TAIND BE AiNUNMAUN, OFACT"flCK, srEEL STUDS TO BE A WNWUM GRADL 33 AND '045- Hif-'K 8 GA S;Rd": 10BE AFLEAST.125" THlCKAN,0 It AL-L ANCHOPS MI-fiII, v SCREW IFIREADSBEYOND S,&OR4I0S.S, ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.-,-,) (DR-) X (iZLLION CAP- - ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE 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. PRODUCT REVISED asIMP= with the Florida 1.250- swidi.9 NOA-N.. 23-0913,05 Fxpirati-n ate p5/2§0026 By LY NAI A�, % hm58705 T-, ZI4/ STATE Or t; 0 QA 0 //// N A% 1.25" X &91,'X.624' I I I" I [;-�j MULLION A. LYNNI'MIKLER, P.F. P.E. 58705 Anchor "16, I A-f., Capacity hbs) I FAg,- I DIM-- (1,c V 1 2-112" 1` 2--1-0" —3 h 6f—fo c 0 C I U-Clip, iI,f. 125' N.- tF,g, 2 AIh­ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: e1! -11 a I ] E. m­ ] .0 FIGURE 5: FIGURE 6: FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP a (FIGURES 5&6) MUST BE USED IN PAIRS. IE mi.." AD,,W,1, Ift " I INC," I 111- -6 1 410 11- 1 k12 SI-1 .12 -- � m,=Ir AggcGIM,, I— (0&�, Sc � (G5)1 Sc— (Gb) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES 11) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-20, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL HAVE A MIN. SO OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .1 25'THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST. 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSrMENT FORMULA: -0-P MULI, ION CAI` ---- -- ANCHOR CAP._] USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY Ri QUIRED'CORRESPONDING fO AN ACFUAL 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. PRODUCT REVISED as compbAng with the Florida Building Code NOA-Ma. 23-0913.05 Expiraflou Daft 0512612026 --ZOOO­By 10f.mF-Dads Product Control Lyjq ,L000 No.58705 /29/23 �Z STATE OF 4 2"X4'X.25"MULLION 70NAL IIIIIIIIIIN", A LYNN MILLER, RE, TABLE I 1A Mullion Capaci Table (lbsift") Opening Width (forveftically-spanning mullions) or Opening Height for horizontally-spondrig multiors) 50 in W 70 ¢ BG ° 100120,,, 140 my 160 roofTr,,Ix, Tmp!Tnaeu S -R�­ T.prT,.,,g I R-taripw T.pi'll-A R-l­gula, T,.,T,,.rg T,,pF­1!g Trairf-'r-, 1�1 R.", i L.,Idmg L-i-ing L-dmg L-6,,; L­d,,q q L-dirg Load,Ifi L-d,,Ig L­ 119 L­ltnq L­d,�g Loaftg Lod,g L..d,,q L-img, Uldmg 2 x 6 x.25 L­dmo Lod g Alum. Tube Mullion G. ir �r o 2� a 2 R A 2 L A a Q 0 rl g l5 S t c 9 s UI A I A Z 2 < L- - ---- ---- - 478 11701)) 68 521 1240 1700 5217 1-18P Ili; 0 511 170 G 1735 1 io 0 '52! 1 ic i; 11, 8 11010 "T 42 In 1700 620 E170 1 435 1 170 0 741, 1700 1701), 506 1, 992 170 (1 51S I Io 0 1110 70 �'l � 170 170 0 48 1. INC, 708 170 0 624 170, a F8;o 170 0 5iA 1700 992 710 0 630 1700 1133 170 0 661 5r0. 0 1275 17C 0 1 677 1/00 1411 1700if 6110 1700 1 Y01 IN 0 110C 1983 �7J 0 6a:i 0 22l; I Io 0 co, 6" - ----- 700 563 700 896 1700 K; fi 625 l, 170 0 747 1 1— -- -- E IWO M. 71) 0 68 - 4 7--13 17001, 1793 1700 50 1700 1195 170 723 1700 1 �3,15 1700 747 1700 1494 17001 7p3 1MI31 T I M 756 170 0 2391 1/00 1�k 1700 801 1700 1434 1700 837 1700 1594 770.01 856 770.0) 1913 170 0 861 1700 2231 1700 861 170 0 2MA 170.0{ 861 54;n 1700 797 1700, 612 1700 Wr 17`0 c r�l 1700 1116 1700 754 1700 1275 - �711 - ----T I - - - - -- ---- ---- -- 7Ci Ci T 60 f, 1700 885 170 0 1 701 170_0 1063 170,0 797 1700 1240 1700 378 1700 _1417 1700 944 1700 15194 170,0 996 1700 177' 1700 1033 1700 2175 170 C, 1063 170 Cl 2479 170 l) IC63 1 17001 10" 2833 - -- moo 1 1'�2 0 1171 63,n 170o 930 170 0 1 745 1700 1116 1700 850 1700 1302 1700 940 1700 14W 17 1100 1673 1/001 1076 1700 18,59 moo �m 1700 2211 �70 0 1169 170 0 2603 1 A) 0 1171 1700 2.0 1,, 17C 0 66, 1 73 0 gl� mo So F7 0 i 1%q I iii 0 goo /Cl 0 136, 1 io 0 '102 11011, 1558 1 /0 0 io8r 1/00 1753 170 0 1­_ !,n 0 2 17U 6 � I 1 ,", io 0 112( 1 ?c 0 28, / 1 1" 1) 3i li,48 176 - - 0 1210 170 0 - - I, I W1, Ml� I ic l 17 00- -1-70 J, 2M oM --- -�2-,�- -170-0 -10 3 170131 878 11 0127�79 �0� 1000 i(i 17 1 / 13 1,,, hO 2 f 2,,, 1, 0 i I�W ill, G l 1 iO 0 21I�� / 1�81, , lo1ild 76 n 17C 0 1122 1700 937 1710 1316 17C 1;c Iii 17f, j , 121, !;G Ii 17t;c( C I, K00 1421 1 1G, 22 I '1! 0 1 50i, 1 0 2`3"12 1 1 l, 71' 3 t 79 n 17001 11ri 1700 Ic? 17G 1, 1381 170 0 11 !'1 170 0 lill 170 0 1?EO �70 0 if 1211 170 Q ii 1 [0 1 Ic 0 ii�c` 170 0 7713 N� 700 170 0 1223 1711711i /i, K,'�3 i r kft7" 0 10 1 1 1001 3 1 �M 1114 1111 Q i 1�1 171101 1318 10 Ij I I 1 /6 il 191 , , III, I'll I I 1111 17111) V) 21�5 1 `r, 0 el"I'll 1/b 1��911 i 2 21 o Y, 13 1, 2,2 1 3 ii jr 96,1 1700 1417 1700 1232 17001 1 700 170 0 141-,X 70 C 1983 1622 170 fi 22C/ 170 0 1794 !?l0 2550 X 0 1952 IS 110 C, MTj I IG 0 2lil,5 C1, IL 119 3 i o-, 3 i - - ------- - - 108 1700 IiI91, 11 00 1409 170 0 1911 nO 0 1 CA 170 0 110 0 18/1, 17C 0 2333 1 0 ➢22� 2lt­ 2 'P 2�i�! 1 �G 2231 2,5��O 1700 207f 161, 11 2/8 1 1 IG C; 227 1 MIj 3 VW i6i 9 'tin 1700 1638 1700 1 ;454 # 170 0 ISLI, 17 C 17-,` 110 C 21 iC 0' 2 1-11 I'll, 1. 2C 162 2,c 1 �r �2,2';�C 26 �/, �l 3 2216 136 21 -86 K )252 A9 i ,20,� 1700 1771 1700 1 � 1700 21iA 170 0 i hilrii 154 4 21� 159 0 i 1991 M 2252 141 4 1964 1'�o 127 1918 111 1 2252 1161 1 Ign 110 2 2'�2 91� 1872 77 2 22,62 l, 3 2 107 71 r 564 IS2 15� 3 j L 144 m 125 1 1564 126 _ 6 1445 104 1564 106 1 1 142 L15Io 8C 1 -,1-4 0:1- 1 L2"' 1 65 121�oi 5", 3 iZ L TABLE I I B o Ij fi-d Wial N Anchor 1/4" W,` VV.11 A G,1, U1111"C' Capacity 2 zl --or 6,,-) -1 3W 1 V" 4 /4, 1 1 U4' 1 1 4 '14' 1 V4 A�d­ C. 4 7T' M I r" 910-- 442 ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,-,) (DRI ) x _ANCHOR CAP -- ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE "ANaiOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN I T IS LOVVER THAN THE MULLION CAPACITY (FROM, THE TABLE) OF THE SELEC FED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADD( I IONAL ANCHOR 0P­N0yIS FROM THE ANCHOR CAPA01 TY "FABLE_ Ldl E i, i Owl 4 1-1 ii 1 (2) ?,�� 11,i, �1 (1 1 1. il I I,, T,� �,6,6 i,", ;i 7� 1"', 5� 985 1> 11?1� B 2 2 L o o� 31 M i P, W11 J 0 A W N", i PRODUCT REVISED 0-, ? U rVA i,�, 'y", IIA N;A 2&�, as complying �Ith the Ff.Hd. A 442 2 A,-- 4 68" Mm 0 1,' 1 r-(3, If', '(1 I M Rh, �o 1 "o Building C.de -Nic, 23-0913,05 i0l", 611 71' M", OGII- 'I l/u I� !l6c I, �,'fl h ir, il, NWI 8, 11), In NOA N 0 E. F 0 R T STE 0FtSET-1 1 1-1 -i€ - S AIA I- ANC f) R P A INI,N' VN LIES AS 1HE S i ANDA' 22 7A# E.Fs-tw. Oct. 05/26/2026 TABLE NOTES: SY 1 FIGURE, 2 FiGUfq f'jIJRk 3, 11 1, R, L 10, Prdv,ct C.rif,M 'i- SHF VP S, IFT ', FOR 1,149TRL f-�`!ONIS 0,14,,'� AND S 2�, i SF�� i,,fFF T -NFilI,1 kli OA,ANG S 2 4 FOR ei;F I 'NS A; 1 A 0 2) LINEAR WIFRPOLAHON Bi-. "VIS-HN Milli 11 �-ENG�PS ClF� PALWI-- ZS i%� f x MS Ly 3) MULUON AND MULLION CUPS SH0VVN AIRE NO� ro SC& I XAC� MMIE N"'K"N'S, SE�, ��,��EEFS 6,'w TO BE DRILLED IN Ti-h 'IONAL ONIS S1 AL -IL -A L-11- L 18-20. IOLES FIELD, FOLL 0AIING I >�MENS I&AIN ON✓No 58705 c€GotM C, F 0 F 1 T, SHEETS 18-20� FIGUR _S SHNi'l BUG D,APPROKMA' 5, `iGUR� I FGURE 7, B"'AlIES: fi-)A,-,i 3611 f10L1,0Vj AND N U11 K ONCHLI�-KUCK UNH 'CI0U) SHALL CONPORNI AS 91-1, ")SU k,11,NUM SHAI i BE 6063-7,1; Ai,­o FIF A 0 33AND .04Ik �' ri�liCK�IBC��IG��'I'�"-f�tiC1,'�?lkI Sf[:F� ­--i- A? AS, 1 2,, `Kk AW,)II:iI, A'I' ANCHORSINTO METAL SHALL F-X�-LNMD Af 1 EASC3 �';CRk /1 T�iW-IDS 3f,'yI-),Mj k,,A:� IP AS I RS -------- - ----- ANCHORS INTO WOOD MAY BE S i EEL, 1y,8&&CFZ4-,`SAi, 2'X6*X.2& ICU A� i Y14N Ifli LEkj1.L P ------------ - - -------- ------- ---- - ---------- --­--------- - ­ ----- ­­ ---­­-­----­­------ I - ---­-1-­- ­­­-­-­-- -- IIIII-11-1--- - 11 ­1­1­ - -A I— ­ --" , " -,-- E #58705 - - ------- ------ --- TABLE12A pacity TiaWe (ffisfft') ---- --- - ---- --- -- - ------ Op"""Ing Vivjth Op, ni,g HdghI pan,itgwi i—,i; rk,p I 7j,n i 3.25' p "J P 19 DEG. AL BAY MULJ P 2, S y 111 ',Z 11, 1 x i P Q, to il I I I, C K" I I" 'i, It b 684 7' r, 'yi"It '0 0 Of, Illa 1 til 0 56 lor 6 1443 11001 156 t, 7( 0 1 -6 "11 " Y, ci, st I, In SI, 2 11V) 4 �ii� K 5 ji-Yi i4i', "1, 1" 1 1216 -4 'A 1 ,i3 Ii c IF "i i0 i '1iY .2I 70 92 9 1' It, 0 't, 'I I I, 0 65 1 1 (,24 4i 8 1 79, ri, 1 ",19 37, i 190 F,1 5 G17 91, 1 -�44 i�, 1 �50;I( 65 C,3 G� 2 r tf) "i 7 _0 '94 5"1 3 96 750 56 2 jf iS8 346 750 55 5 586 ISM i I'-', 4 13, "1 41 1 110, IM 310 `I'l ?6 4iI, 1 1-3 ii, I 225 al 8 442 I t� 4'� ii�i 7 '33 2 11ii9 21 8 11-15 29 400 2' 2 4S, �,6 4 186 1 495 2fi, 31.yj 1 1 t 7 1 :4 D '33 20 9 391 22 8 328 17 4 391 197 1 321 149 391 178 315 2AAA 9 25 3 il f 260 284 1 5 21 7 3�/ 2,Ii ito 2� 5 180 19 0 117 2 `8 3M 2 4 370 72316 1 2 1111 1 91 "7 it 273 -9 11 V, 1, 141 176 220 178 203 Anchor Capacity (fb.) 6 !.,hors (� 27 1' Mtn.00 I FIGURE 1: FIGURE 2: sumasom lv�r;l C A DIIVJ,il 1it , ,j., 114' DIW.�t 114' S,; WIVail �Wlii' DoMalt 11o" SS DeVVaitj �#10S�ee5f uftt= Mlt— g�gloG c., —­G,) FIGURE 3: L ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLAT !ON BE-FVVEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE HAD TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL HAVE A MIN. SO OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK . STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126 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 SS. #12 St-1 S— (G5) ANCHOR CAPACITY ADJUSTMENr FORMULA: o�-JICH-C, L-f � CAP, MUL ION CAPI-9 .-ANCHORCAP .., USI' I HIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY RE.QUIRED' COkRESPON'DiNG ; 0 AN, AC (UAL PRESSURE REQUIREIAEN1 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 7 ABLE, I PRORUCT REVISED as complying with the Florida Building Code NOa. 23-0913.05 Expiration Date P512612026 By mtamProduct trexI `0 Nk� Lvov % 3�.250' No. 58706 % • 3T-BAY I MULLION STATE OF /1/11 70NA1-O,,, 11ilil A. LYNN MLLER, P.E. Opening Width (for vertically spamiM mul"lio's) or Opening Height (for horly�onillly spanning me ilions) -w 60 70,1, 80,11 90. 100'1, 120. 140 i� 160 R-t-giAa, T,.pfT,­,g R­rg�h' fr�p�ln­g sr r,,p,'T,, 71 1., Truer/L-t-,g L-firP, I.- 3.25" 45 L.digI L-ding Ladrg 9 L-fq L,,.dVa L-d,j L­itng Lo.dmg L­1'�g L-6119 DEG. AL 13 6 2 2 2 2 C SAY MULL 2. E -a 0 6 3 2 2 5 R a '�5 Z I, U a 1700 620 WO 0 4 3.5 17061 74� 170 0 478 1700 868 1700 60C 170 0 iiG 5 lit 170, 11 1," 70 521 1: '76 121, 1 0, �21 i'Y5 42 1,, 1700 1438 17C 011 i 48 m 1700 708 170 170 0 UW 1/00 584 1700 992 110 0 L 0 17G 0 1133 1 fG 0 1 661 1700 �275 1700 1 677 1-70 0 1 lt /0 0 -7 1,10 3 1 1637 1700 ICO 1228 1 6a, 1700 680 0 54 W7 163 7 "n 63 --T L68" -0 141 7117 i7O 0 lAn, 1700 1-56- F 506'25,� 1700 747 1100 563 1/001 8% 700 1700 1046 1700 1 6e4 1700 1195 1700 723 1700 1345 1700 1 1-115-1 170 0 75C 12 -1 1552 170 0 � 756 MO 4 1552 170o 54 m 1700 797 1700 612 95 - 6 -- -- 1 0 1275 1700 803 170 0 1434 1 �O 0 K7 155 2 j 1455 1293 1700 69 170.0 1116 170.01 1 754 170 1700 8t,6 1455 1700 861 10.81455 970 45E 1700 861 ;V041 170 0 1 8-78 '57 98 78 1309 157 1 9&4 60 is VC01 88.5 1700 701 170 0 063 1700,1 7a7 1700 1240 157 1 1309 170,j 914 1397 13,0� � 1 9- 12" 1 2N, 104 8 Imc Ir7i Av 8c, a 13ci�' --F -,- - 63 1,, 170 0 934 1700 74�, I�;o0I7fl50 731.v1247 1100 9,.6 i/ae.S 1247 1641�G1241 1,2 A 1,14 1) 12 i,' 950 1247 5,;C 8 4 121,' I't, 93' 1 jll ill, 1700 1 1%9 170 0 903 W 4 IISO F33 7 129 11�0 i4i 13 WI 1- 11110 1'� t"28' 8i"' 66 1700 914 170 0 789 6 'C3 I it�- 08 t �1 11 811i 6 11 �j 1� 71 2 119i '111 1 W 64 �i !IV 118 1 gr�,-, 41 fI 83t, I VD 4, 1 llox �f 134 7 101C -1 " I c I i� 1, 1 "0' ic'M 1,E GI'� 13"0 1 't im & Ki 37 1 72 161 6 i 1010 169 ", 8/r 10IC 21 i etl i I'llic 6 G I, cor 7­ 1 i,3 aie ?I,,, 76 '37 4 906 142 S IG2 194 91a't 122.) 71, '��8 1 5Yu0 %t K" G 76, tE C72 -78,r, 12-7 IF &R 112 5 751 1059 W! 112 7%12 W A 8W 98 I� 72-5 71,Iry� gf,� OL 'I', 7�, K, t i :I 7C3 j: 11 1) S� I 71,,� 1;,,! 530 So 35 861 7 2 854 -9 6AG 4/,� 5f 2c, 64C, C 2 2- �W 8 514 68 64L 72 5�4 INC, 90 8 CA 51 1 646 bL I �'S 46 646 5�' t' I Ix� Ai, 2' % 682 568 70 1 93 8 1 561, 54I 'Gii t 568 4 49i 42 6 568 4�,,,, 37'? I ^6, 47,11 a'S '!3 45i� 24 568 11 '55 '�'t 47S 2�, I 417, n I -48- 311 9 11 L 3T� :14 4- 108 479 4/01 S ic' 241� 41S t 419 2 6 31 18 t� Tt'; 31 2t �6:1 21 12� �'E­ 1� '�2- L-1 i� 31-, i il1 m 111, 1 42Z 11511 385 363 'lu 425 32 3 37 16 1�5' 2" _I," 364 2,58 321 4 05 313 17 1 361 11 1 1 331 9 -2 1 120 3119 3C4 35.5 1 _364 298 326 j 240 8 364 2 1 1 16 2 7 144" 7 2 2a3 20 1 IL? 1, 8 J --- ------ TABLE 1313 11 "1", tst Htd UAL' H"" iImu Wmi Capacity 7 (Ibs) I Edq t im�) V 2 V 1 2 1/2" 2 V2` 2' C, 48' 054 0 324' 1-114" T',it 1 3�4` I I f/4" 1 114" 1 1 1,4 '14" 1 it, { l 1 tti° 1 3/8, C ili " b 2 /1 M, C i1211. 1"2 [ FIGURE 1: TABLE NO! ES: 1) SEE St ii I FOR INS TRE �C­1(' NS ON Ut',IITS K S Ar,") 1 4 Ui� ("MAT iON ON �,,A `NC, SFF SHEETS 2-4 FOR GENR RAL lNSI-AU AS ION XV 'HODS, FiCURC 2 2) L iNTLAR IN I EMPOLATION Ei/A LN 0iji i- k v, L 10OVIArl�' 3',11ULLK"N A�ULLIN Y" HOLES TO DRIU,S) IN ;N'L, T�' 4) SURST-PArFS: CONCRi-IF S{i/,! 1 GI}NFOr i K,A -10N'S, FIGURE 3: CONCRE IT BLOCK UNIT (G�'tiU�i S� W 1, G'Or,"FORM 1`0 " " -90 �A'00D ShAi I i,AVF A MIN, SG Or Chz-�5. LUMINUN4 Si IALL BE 60r3 Iti AL,'�,` BF A NIINIMlY,, 01- ',2��' ­VX S�IjiiIt, i,) W A.,1,qNRfiUM,`iRAi11l ';3 A F �z' AN' 3 045' 1, HICK � 18 GAV'f,, S'Rl, C IRIA�, �; f J 0, Rf A� ;,A� � !LSA36. ALL ANCHOR�- 0, ',Ar'AL. SHALL EXIENDA� LLAS� A VI k� liNO ""iV0D 0 VA't i �,U­ 18 8 S,,' I',;4'0 ', F; Cf 1" fFiC"URILS 1 I�­S` tI', N' 'i�'JP�i' ANCHOR CAPACITY ADJUSTMENT FORMULAa ANCHOR CAP-- ­ (DP,,,) x CiZiLL.. ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FGR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECT ED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 1-0 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THiE ANCHOR CAPACITY TABLE_ .8 -g Ua Elm 7�- U- EliVJ 0 1; z Ell0 rin Iy CC LU CD x fn C�' 0 Cl) z 01 p w (0 < 1-wOf PIRC)DUCT RMSED as C."oplyIng with the F9.Irlda H.Hding Cod. NOA-Mo. 23-0913,05 E.Pt-tion Date 05/26/2026 By i NO, 58705 A J4,-, S7A-1E OF "YORtOg /ONAt A. LYNN MILLER, P.E. •. -.128" X 2 r5a- 2 f56"--.125" 3.i25°r,,,/ 3188"265 6.SQC7" 1" h 2.75 " X .375 A us t :GN " X 2 75' X 650' N,U€-L ONI 1" X 3.125" X E`JJL.-!'N 1.25" X 3.168" X .265° MrULI_ION ,063-T6 ALUM. 6Q68-f6 A'-IJM, 6063-T6 ALUM, 6063-16 ALUM. \SECTION X Sl CIt(:N X-SECTION X-SECTION 2' f'- ,- .125" _ 125" � (F4 ANDARD CI ANG SC X-T6 At UM, ION P (, 1_60 3-TB LU . 25" 6063-T6 ALURri. U-CL6P 2.600 XSEC NON 6063-T6 ALUM. 2.OJCY' 4 `l. 'f25" X-SECTION 126" --i 125" .74(7t f € Ct1E HERE TO .375- CREATE F-CLIP, SEE MiN. MEN. DETAIL P - SHE ---- 4 f _._....--- -_..... __. . EN .— tI; STANDARD CLIP 6063-T6 ALUM. CFi'dTER OF ANCHOR f[OLE MUST LIE TOPVIEW 1}IE. DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. - DSTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1/16". �t t 338' 1 rfp,� U CLIP i 6063-T6 ALUM. } .. TOPVIEW CENTER OF ANCHOR H06..E MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR Q.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. .375" MIN..^- 1 /A 2X5 ANGLE CLIP 601 ALUM. TOPVIEW C,EU ER OF ANCHOR HOLE MUST LIE WITH€N THE DASHED BOUNDARY SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". TABLE A I`3£[tFGi m 3Value(fin)L n ror Ni H H -- j 3_000 -- i' Xi 76 'X .375 Alumtnu: n 0,757 Tube Muf ion ".118 A-- 12 S i X2,75"X it Aluminum D tt -T Tube Murton r _ Z o60 6 2.637 1' X3-'26" X 00 {glum C 0.863 _ Tube Mull D 1.137 A 2 625 . 262 _- 1.2 X3.i8F3" _. 3 ___ _. X.26S"Alum C - -D 0.862 Tune Mull 1,767 TABLE B PGT Part # Mull Dimension (sheet #) u@Pion Mullion Std. Ct[p �Offsi U Citp p,,Angle Clip 1" X Z 75' X .375" (7) 66607 666115Mr 6661120M 666245M 666513M 1" X2 75" XT50" 8' S6608 666116M 6661121M 666246M 666514M 1" X 3.125" X. 500" (9) 66637M 66611 16M 6661114M 666242M 6665151VI 1.25" X3.188" X.261 (12) 66641 6661117M 6661113M 666241M 666516M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, > Ct PRODUCT REVISED as compilting wtth the Florida Building NO i 23-0913.05 Expiration 1105/26/2026 titamt-Dade Product Contro0 \ttitl ti tt ll//77, S� 7�i N0.58706 4 s/zs/zs r Q.•'•. STATE OF ; ° 4w A. LYNN MILLER, P.E. tow 1.000' 4.0 00" 4,600" 925" 125— J - A 251? .375" I'X4'X.125' 1"X4-X. MULLION MULLION r '063-T6 ALUM, 6063-T6 ALUM. X-SECTION X-SECTION 1.25'X 3.25'X 100' 1 25'X 3.ZT'X f,24' MULLION MULLJON 6665-,r5 ALUM r005-T5 i'LUM, X-SECTION X-SECTION .125' STANDARD CLIP 2.000' 6063-T6 ALUM. X-SECTION 125' --LD-LJOEPAC 740" 125" 2A25' U-CLIP 6063-T6 ALUM. X-SECTION 125' I'X 4'X 375" 'T'-MULLION CUT HERETO X-SECTION j3125" CREATE REATE F-CLIP, SEE 375' MIN. DETAIL F, SHEET 4 1.250' -1 F 3,94" '100" .624" STANDARD GLIP --- -A- /GEN LED OF ANCHOR HOLE MUS I L4E 6063-T6 Al UM, A20' WITHIN I HE DASHED BOUNDARY. SEE: TOPVV,,fJ I 25'X 3 94'X S24' STIFETS 6-17 FOR FHE ANCHOR 0,c. MU! I ION DISTANCE, MAXIMUM ANCHOR i iOLE T5 ALUM.A DIAMETER ANCHOR LAMM.[ Tt R + 1/16", X_SECTION 125" 1 877* 125" 32, E;0133- T6 Ad U M x L cl, X-SFCON ,228' 226" 3.469' i 125' 2250 NO LS' 01, F -C 'T 0 BF- 1) R i i Ff N, 41 1 H 0: i 0111ji R rC I K111, V LS 31 U SEE SHEETS 2-4 OR (-'ENERAL N'STALLIA0,1, 5 50011 740" -1 ti ()I�f sl-_ 7 6L63- i C ALUM, FOP'VI I-W 3151, 2.000- 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECMN A25' CENTER OF ANCHOR HOLE MUST OF WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR MAMIE-, ER + 1/16. .375" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY- SEE SHEETS 5-17 FO THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER f PID" 6,061-M A[ UM, f0pliH "Al -TABLE C TABLE C, CONT, 9:u I l5'X,3 25" G 0500 X,624 1 T,P X'l 94 2, X IT 5c"-, MIN, 375" MIN. 2X5 ANGLE CUP 6063-T6 ALUM. TOPVIEW p- pl7 IAMB-' sid, ot p ofN, C p Aruj4,-'I�, i -'X4 x -5ij X t X ('6W -�L x U J, I PRODUCT REVISED .. --pPring wAth th. Fg.,Fd. S.Hdi�g C.d. NOA-N., 23-091&05 qlD/ 2 G By ON e 1' 14 No 5,8705 J, A-F 'ZO A. LYNIN MILLER, F.E. TABLE E PGT P art# N"ut I rlmencloI, 125" 666MIA I 12-f0l XX ST1110ARO CLIP 001 6963-16 AW11,11, i .-SECHON HOL I-S �O'BI- Dfql� THE FELL) OLL0,AffNG 0C A O� ZZ S, F Si IF TF-5-1, POR SUGGESTED, APPROXIMATE HOLF LOCAFIONS. 1.490' —,EFTSi� 4 `-CIR GENERAL INSTALLATION METHODS. CUT HERE 10 1 CREATE F-CI P, SEE DETAIL F, .375" MMMIN. I FM SfjEET 4 MI 2" X 4" X 25' 3.431 CIOMULLION 6a T6 At UM, X-SECTION LiG /I,F STANDARD CLIP i 750, ' N1 I A`ffk 1N P OF ANCI �OR H01, E, 'AUST LE 6063-TI, At U114. THE DASHED BOUNDARY SEE TOPVIEW i- 2.000" 2" X 6'X.25' MULLION 6063-T6 ALUM, X-SECTION ,375" MIN, 11 SHEETS 5-17 FOR THE ANCHOR O.C. r UCr ' ISAXIMUN, ANCHQR HOLE DWIT I ANCHOR DIAMETER " CLEF HERE TO 3,500" CREATE F-CLIP, SEE DETAIL F, 375" SHEET4 i MIN. Iwo I A'� I '25 2116 AN`G� C1 IP 'i 212 6063 T6 S um, ar , - AL X tKiN SIM i � O 7. c 0 LU U) CC MIN, Z) Z .375' 0 U-CHP, 6063-16 ALUM, CrNITER OF ANCHOR HOLE MUST LIE: WI P iiN I HE DASHED BOUNDARY. ALL SHEETS 5- " 7 FOR THE ANCHOR O.C. MA XIMUM AXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER k 1/16". U-CLIP 6063-T6 ALUM. USED FOR 2'X 6'. MULLION SHEET 15 TOPVIEW 3.4,38' 375" --- ------ -------- MIN, ?X5 ANGLE CLIP Q N 4 F I i OF ANCk OR HOLE MUST LIE 6063-T6ALUM. WITHIN THE BASHED BOUNDARY. SEE TOpVIiEW S� IFEI S 5-17 FOR THE ANCHOR O.C. D STANCE- f4AXIMUM ANCHOR HOLE DiAML 1LR: ANCHOR 131W FTER - 1/16". 2X6 ANGLE CLIP 6063-T6 ALUM, TOPVIEW ,375" VIK PRODUCT REVISED as comprg with the Florida Building gd� NOA-Me. 23-0913,05 Expiration Dat. 05/26/2026 By mlim. —P—d..t central LYN[v 4f .375" N0.58706 MIN. % STATE OF 401 q 0 RID /'Z;, ZONAI- A- LYNN MILLER, RE. EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD SEE SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL 72" 1 13 MULLION LENGTH u NO ANCHORS IN WINDOW SILL 37 - 32" MULL WIDTH ill OPENINGWIDTH EXAMPLE 2 MULTIPLE MULLIONS MulDT' L.N. eL OPENING HE c� f � FOR HORIZ, MULLION SEE DETAILS, MULLWIDrH , I SHEETS 23 32- ' SEE SEE FENESTRATION DETAILS PRODUCTS SHEETS A11R.VAL 21 - ------- -- SEE F r it S, r)F.-rm I, 8FIEETS 2-1 SHEETS 2,3 ,6 PORI2, 16, 0 MM U-NG!" I tU :!N(;:,, OPENINGVADTHFURVE THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1W. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-6DO PSF. 1) INITIALLY ASSUMING THAT A I- WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32'+32,1' =F 35". REFERENCING SHEET 22, THE COLUIAId USIN E_IE RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE VVINDOW FRA%4E DEPTH OF 2-',4'AND WILL MEET OR EXCEEDRr DESIGN PRESSURE OF +60.01-60,0 PSF, IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE !A, SHEET 5, THE VX 2,75'X.375- MULLION (LENGTH = 72', OPENING WIDTH = 7(S) MEETS THE DEPTH REQUIRED, HOVVEVER THE DESIGN PRESSURE IS 1/-58.3 PSFANTa wrylIt.0 NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 2A, SHEET 6, THE I'X 2-75" X -650- MULLION (LENGTH = 72', OPENING WIDTH = 70-) HAS A DESIGN PRESSURE OF -N-727 FEE WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS- 2) USE TABLE 2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBS FRATE. BOTH THE STANDARD CLIP WITH (4) 412 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LB... I HOUGH Ei i HER ONE COULD 81 - USED, THE STANDARD CLIPIS EASIER TO IDS 1 ALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED AS TH THIS MULLION SYSTEM. THE LOWER DESLONPRESSURE, OALIONS OR R--NILSTRA-,;rN PRADUC I S, Vil L APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES HAI' THE SOH I HE MULLION AND rHE F ENESI RATION PRODUCT BE INS IAL I4 D 13,1 ACCC� ORDAN, V01 H Tr:. INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS To MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIREDVVAS 1/-60.0 PSF. THE OVERALL MULLONI SYSTEM, WAS DETERMINED 10 BE: 72.7 POE PATH AN ANCHOR CAPACR,'y OF 03e LB & ALIERNAHVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PST: (60 PRE) X( 636 LBS = 52.4.9LBS (MAYBE USED TO QUALIFY# 10 STEEL SCREWS FROM TABLE AD) i U�' --- 21PSF ) THE BUILDING SUBSTRATE IS KNOWN TO BE DISH ON THFJV,ABS AND USES A CONCRETE AND SILL. THE WINDOW FRAME DEPTH IS 2 NT, 7HL CRENING' REQUIR. Es A DESIGN PRESSURE OF PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT Al- WIDE IAULLLON IS SUITABLE, THE MULLION LFNGfff I I,; 32-72'+`f`-ffl5`AND TI 4E OPEfNNG VAD I.;' 36' , 3C'73", PE -_REV CI(E'L SHLE--, 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MAI LION HAT IC AT LEAST T"HE WINUOVJ FRAME DEPTH Of 2 3i8AND `AUL MEET OR EXCEED THE REQUIRED DESIGN PRFSSURF OF I b(LOI-55.0 PSF, IF THE I ABLE DOES NO FSA ION,' TI IF EXAC T SIZE, USE THE NE X r LARGER SIZE AVAILABLE. FROM TABLE IN, SHEET 5, THE VX 2.75- X37E" MULLION (LENGTI-I'- 108OPENS4G, WHOTH THE DEP-i HREcLjLSFD, NcvnVED -,HL oE-SSL;AI- IS E, 1 e.�- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE IBA, SHEET 14, T HE 2" A 4'X250-MUL11,10N (;-' NGTH = lf'%-, OP"- NING E/;D CH - AD') HAS A DESIGN PRESSURE - 0-,, 7 F--r 14 1!` i r XCrENS' FOR THE OPENING AND MAYBE USEDiN 7HIS A.CA--ON, N'0-, 1� BECAUSE IT IS NOW KNOWN THAT THE tNULLnN VR1-A[A) A'TO THIERIO; H OF THE CAUL UNf I, ',N0f "AS`R!-,,ACUSv ASSUNIED,VERIFY I­HAFlC-RS,'-'LS",fH 2)USE FABLE IOSTOFIND HEANGAUR, CONCRETE HEADER AND SII - I' ARE 8"AADLAFT LI,,`,ULLfF`o CNCLIERF TOBr - - - TI-T-8,"CARIE NVIS TI31E N' TAKEN -,-OLAA�F;-�MT"FAS �rNl R'S USING THE STANDARD CLIPEVITH OF 3116'LJLTrZON� ANCHORSAT AN EDGE DISTANCA- OF 2-I'A'GWES AN A--,'04OR CAPACH{ OF 89� aS .,Vfq,Cl i I',-- 'URi:AIER AP THLREFORLSUITABLE, FOR iL Ri QU'Rk 'JANGHOff CA`ACITYC'?ff AS, TCR 1r HCRIXOi',FAL BECAUSE HE VER FICALIAU,-� lb11 BL A V A 4'X J ,fJ,1OIL IN I -iIs X-V1. Ajf- VBILL .rVi j f f<)R,401, 1,:ANf) A, R "'U1 N5 MULLION TYPE COULD BE CHOSEN 1} THE MUI LION LENGTH iS.36' AND THE OP-INiNG HEIGH T IS 32';v-f2',2'* -106, REFERENCANG SHEE" 22f fr Ct UMN USAPF70iDAI `LAL AH', OAD�NC MAY USED. FROM TABLE 10A, SHL-F T 14, it 2'X 4'X.25U-,IUt i.ON I@ LiENG H 2, OMNC REQUIREMI NIS FOR THE (>'f NING 'IN) MAY Est J,17,r.:N: I HS t , '� ICA, 0"', NO:', - HE 8,, 2)LBU FABLE WBTQHN0-1I-EAN(;H0R '!VIDE ,IFnlil:icTULi.ION CLP,-eTH,78"r,'P,t-K-a,'�7C'1',,�,l�,�- V A ANCH(-Z CAPACPY Of !Z` Y C, 52 T1 3 CAPACITY IS 1074 SUS Wf IEHUSiNGANA,, ORFAA-N r Z,R, SUnLIL I, f ( ;R R. ANCHOR TYPE iS A '#12 rT '---; SCRU11", FROM THE ABOVE STEPS, ONIS ,/-64.7 FEE FROM rNE VERTfCAL ,/-170,OPSF-FR0M THE Of' Ilf2VLODO MUI I i"U, (JNU: 17,10PSF FROMTHE 31T k0k0- NTAL V Lir IE VFk-'-K;A, QN,, 0N i.OW VERIFY RIEDESIGNI'RES�,:fl'i Gf- !P� MU� -IONSYS-EM r C -i,�A� PR00UC'fS,V'JILLAPPLY i,.S6'-1Av, Y, � NA& T, W �-�H Vxl, A ACCORDANCE WITH THE INSTAU-A-,;ON SPECIFICA-ROINA INTO RESPECOV11 SLJEA�TRAIEA AMD FENES,"RAPON `:ODUCi fO U(4,1. PRODUCT REVISED as complying with the FI.Oda RuScH.q C.d. NOA-N-_ 73 -091305 E-Om,Non Date 05126/2076 By mf.-k-d.d. P-d-t C.Vb.l L1FNpj . ... C .......... EXrT :7 No. 58705 Y. A -1 - 0 re, IA,"'12' '2 5 SAT A F '40WOP 'DIONAL �-V� f ' OT PE(,? ANajLAR ff.e_T.J i rt+3M)> ,'Rr cf, �,P RrN , RtU1`. 7F�u;= wm 8 � k Vtr* i i TTjj I / / / r � 5 / - f "/ `/ / LID ttI 's gg % zi It{ 01 r nAroc of V=ra { rcAL MI�r_ t G+u '/ /l ,� ED c> j ED > r.�a. Ws . , A. : T, I�TL= S c,.fp,,G HORLLCLNFAL MAJL IONS / 1 �r / Z) o j HiNGLD III SGD PN? .'.>,',.vf .. CF HO2Ef�.rtiT, nt ,t . kL°°� E.C�ALi'tiC, OF hC`,RiLt}Kt"A'� f7ULL"•N `'J`rs n rF o'.IC;t's: NMI'! .ION i rLU f"1 p AV 4 ? I ✓ PVJI'I PW w_\ U) g. I .� Pw' Pw I i CIAIDNO OF VF RT,CAI MU OA! LNG OF HORIZONTAL MULLION 1 � ct ,o F-,.PxDOWS NC)T ANC RE Artli-7 IN T F RSI, CTING OFRt if'GL MULL ION i '\ i , .PW � PNf � -1/ HR � � 1 V_ 4 LORDING CAP (2) HORIZONTAL INU1 _F_ 10LIS OADiNO OF 4 i0RIZ3N7AL MULLION LOADING OF HORIZONTAL /// MULLION P /// HINGED t — �' DOOR i PW / DPW — i PRODUCT ireNs6s the Florida NOTES: Building cad. F: 1) DRAWINGS ARE j 1 F w Ere irati Data 05126/2026 _..Ti _ --IB RERESENTATIO[NS OF TYPICAL -{ { �, ° � SHOWN Mi ATOSN CONFIGURATIONS. PW,� C'ONisGStRAT60hS.a PUQT miaml,-Dad. Produ.t Cnnt—1 AY BE EXTRAPOLATED FROM t�ytit(IllrlJ�l THOSE SHOWN. `�`` LYN '�. PPIN 2) IF THE LOADING TYPE .`� 1-' S ' '•��� ! . PW 1— i CANNOT BE DETERMINED,: �`: •-' +` /. .k i ...... f ... ./ .... USE RECTANGULAR Na. 5$705 C7i ANG OF VERTICAL MULLION LOA LNG OF VERTICAL MULLION t ; i C ' i � � � LOADING. 7 � � _— PANF L Of HINiGED DOUR IS NrO7 CAPTURED OR ANCHORED WITH €NTERSFCTING HORIZONTAL MULLIONS �,= 3 SEE PRODUCI S` 8/29 23 jj I i.. SGD APPROVAL FOR ACTUAL % 0. STATE OF ,•' <C-- ANCHOR LOOATIONS i fiL47R14sP.• i�`ti , LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION A LYNN MILLER, P.E. MIAMUMEMIAMI-DADE COUNTY 1111012 PRODUCTCONTROL SECTION 11805 SW 26 Siteet, Room 208 DITARTM EAT01, RECt LA FORYAND EC ONONIK RESOURCES (RLR) Miami, IT, 33175-2474 B0.kRD,kN1) COI)E,W.NUNISTR.�TION INVISION r (786) 315-2590 F (786) 315-2599 NOTICE OFACCEPTAN!�,�ENQA) wwwmiamidad- —4—y— PGT Industries, Ine. jo"7o,recimoiogy Drive North Verlice, Fl, 3427,� S( ola],_: 'I hi, \0A iS iSSUCd under tit, applicable rules and regulations governing the use of construction mar4llk, !'he documentation submitted has been revievved 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 1 laving Jurisdiction (AHJ), t Ms NOA shall not be vand after the expiration date stated below. The Miarni-Dade County Product Control Sl­cion On W-w­J-Dade Count\ ) and/or the AFLJ (in areas other than Miami -Dade County) reserve the right 'o h1n\e thk rroduc-t or material tested for quality aSSUrance purposes, If this product or material fails to rerf"rn- in tile accepled ll-lanner, the manufacturer will incur the expense of such testing and the AHJ may han-nediately revo-ke, niodify, or suspend the use of such product or material within their jurisdiction. RER reserves the righr, to revoke this acceptance. if it is determined by Miarni--Dade County Product Control SeCti011 That this product or material fails to rneet the requirements of the applicable building code. 'I hk; product i,, approved as described herein, and has been designed to comply with the Florida Building Codl-, includint} the 1 figh Velocity Hurricane Zone, DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: L)rmNino No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I thl-OLIJ' 25 ol'25. prepared b\, manufacturer, dated 08,129/11, with revision E dated 08/28/23, signed and -'e, aled h\ Andionv L\,nn Miller, P.E_ bearing, the Nlianii-Dade County Product Control Revision stamp v,;H11i tile Notice of A�:cepizlnce FILUMber and expiration date by the Miarni-Dade County Product Control seo:oll, 1_'WELING: 1­1Ch L11111 -,hall Inear a permanem,,- label ohli the manufacturer's name or logo, city, state, and ""'Bali -Dade CVunlB Product Control Approved", unless otherwise llolled hel,ein, 1b,"INLINVAL W'fliis \OA snail be considered atier a renewal application has been filed and there has been no chmn,e in lhe. an"licable building code negativelN affecting the performance of this product. TERNIIN,ATION oil` this No,-'� -,� ill occur after the expiration elate or if there has been a revision or change In nlatcrim!, and 0!'!11aMLJIaCLUre 01',he prodUCt Or PrOCeSS. Misuse of this NOA as an endorsement of E111\ D!'Oducl,, !03, ,alcs. advertising or an, other PLH-POSeS shall automatically terminate this NOA. Failure to tiecticql oft'his NOA shall be caUSC 1`6r termination and removal of'N,0A. Ai) VERTISENIE,NT: I lie NOA number preceded by the words N/Iiarrii-Bade County, Florida, and followed h\ he expil-alon 1,,ic nia-\ be displayed in advertising flierature. If any portion of the NOA is displayed, then itilt Ndone in i'ti INSVILCTION: A cop-, ot' tlhis entire NOA shall be pro-vided to the USCr by the rnannftlCtUrer or its dl-,iri$ utors .ilia ,.,hall ilab e for inspection at the: join site at the reqUeSt of the Building Official. hi,� X01-\ reviscsNOA20-0406.03 aurd consists ofthis page I and evidence pages E- I and E-2, as well as documell"at'as re� iewed h-N Wang Zhao, P.E. CMIAMI&M' NOA No. 23-0913.05 ffiCOUNTY 10/26/2023 Expiration Date: May 26,2026 Approval Date: October 26, 2023 Page I PGT Industries.1ne. NOTICE OF ACCEPTANCE: EN71DENCE SUBMITTED 1. EVIDENCE SUBMITTED UINDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die draNNimys and sections. 2. Drawing No. 6300J12, titled "Irnpact-Resistant, Aluminumi TUbe Mullions", sheets I through 25 of 25, dated 08/29/11. vN ith revision D dated 06,26,22020, prepared by manufacturer, signed and scaled by Anthony Lynn "diller. P,E. 1. Test reports on: 1) Air InfittrationTest. per FBC1, I -AS 202-94 2) Uniform Static Air Pressure Test. 1-oading per I t3(,. '1,�S 2021-94 3) Water Resistance Test. per F13C. ]'AS 202-94 4) I.arge Missile Impact Test per FBC. TAS 20 1 -94 51) Cyclic Wind Pressure L,oading, per FBC, '-I-,\S 203-94 6) Forced Entry Ilest, per FBC 2411 .3.2.11. atud TAS _1022-94 along with marked -up drawings and installation diagram of cupped aluminum mullions., prepared by Fenestration Testing L-,ab. lnc,, 'rest 1�eport No, FTL-6443 (samples A-1 thru E- 1). dated 02/28/11 . and addendum letter dated 05/011, signed and sealed by Marlin D. Brinson, 1',E. (,Vubinitted under NO A No. 10-081 9� 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, cornpk irw; with F13C 61il Edition (2017) and with FBC 7"' Edition (2020). prepared by manufacturer. dated 04/01/2020, signed and seated by Anthony t_,vnn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (REI�), E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-6111 Edition (2017) rid FB('-7"' I I I Edition (2020), dated 03/30/2020, issued by manufacturer. signed and scaled h\ 'Anthony 1�vnn Miller, P.E. 2. Statement letter of no financial interest. dated 03130/2020. issued bN Ill �MIU !"ICI Urer, signed and sealed by Anthony L-, nn Miller., P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGJ' Industries ,. Inc. IOwthcir Series "PGT' Tube Mullion -- 1,..M.I., approNed oil 11 09/17 Clipped Extruded Aluminum and expiring on 05/26/21 YGT Industries, Inc. Sifamy Zjuao, P.E. Product Control Examiner NOA No. 23-0913.05 Expiration Date. May 26,2026 Approval Date: October 26, 2023 E - 1 P(,','[' Industries, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 NEW EVIDENCE SUBMITTED A. DRAWINCTS 1, Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I throu,_)h ?5 (11' 25, dated 08/2911. with revision E dated 08/28/23, prepared by manufacturer. signed and sealed by Anthony Lynn Miller, P.P. K, TESTS 1. Nonc, C% CAIXUL.ATIONS I. None. M Q 1; Al, I ASSURANCE L -,\/I iam i- Dade Department of Regulatory and Economic Resources (RER). E. IMA4:ERIA1, CERTIFICATIONS 1> Xone. F. STA"YEM ENTS 1. Statenient letter ofconformance to FBC 7t" Edition (2020) and with FBC 8 1h Edition (2023), iSSLIed 1),, manUfacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 08/23/23, issued by manufacturer, S :11 med and sealed by Anthony Lynn Miller, P.E. G OTHERS I Notice of Acceptance No. 20-0406.03, issued to PGT Industries, Inc. for their Series ­r,(11-r- Clipped Extruded Aluminum Tube Mullion — L.M.T.. approved on 08/210/20 and expiring on 05/26/26. Sifang Zhao, P.E. Product Control Examiner NOA No. 23-0913.05 Expiration Date: May 26, 2026 Approval Date: October 26, 2023 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON -IMPACT OR LARGE AND SMALL I 1) DETAILS SHOWN ARE FOR THE MULLION ONLY, ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION !SUN'IQUE AND SHOU 0 BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLAJJ ION MET HOD. OPTIONAL IX OR 2X WORD BUCKS IF USFI), MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO S' E DESIGNER BY OTHERS, FIGURE 1: MULTIPLE —OPENING INIDTHFOR VERTICALMULL ARCHES TO BE 21 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE AI BUD I URAL DEPT ORMANC,' 01 11 ff, MIJLLED UN I L S, MULLIONS MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED -10 BE DIREC , RY ATTACHED TO THE MULLION CLIPS, BUT SHALL.SEE DETAILS A-AGA RECUANGULAR NOT HAVE A GAP OF MORE fHAN 1,14'FROM THE CLIP. SHEETS2� SHAPE 7 3) THE ANCHORAGE METHODS SHOWN HAVE BELN DESIGNEDTO 2ESIS1 THE WINDLOADS CORRESPRF. ON 10THEQtARE D 7 FT �PODEPIECT 'AMORE THAN L118 T -RESS LNC - AiPS, ,.IOT jSF�) DESIGN PRESSURE. MULLIONS ARE CALCULATED N N1 0. HE 1;3 S R�`ASF IN THIS ANCHOR EVALUATION THE 1,6 LOAD DURAT ION FACTORY,1AS USED FOR THE EVALUAl ION OF'WOOD SCRES;s 4) PROPER SEALING CIF FNFIRE ASSEMBLY IS TH. INSTRUCTIONS. SEE BE WLS 5) USE THE COMBINED WIDTH OR HEIGHT Of- ONLY TWO ADJACENTIFENES-FRATiON PRODUCN_,',ODETERMfNE PRESSuRESARP SHEETS 2-4 SEE DETAILS A I HRU Q ANCHORAGE FOR THE GOLDMAN NIULUON, SEE EXAM-1PLES ON HIS SHEET AND SHJEET 211, FOR MKI;U1 PLEUNIT5 CONSIDER ' A THPU G; ONLY DESIGN PP. - Slif E AND ANCHORAGE ARLEY IWO ADJACENT UNITS All A TIME WHEN USIN'G, lHE Es R SHLE IS 2-4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRA'10N POODUCI A SHALL APPLY. OPENING HEIGHT VERI 6) WHEN FINDING YOUR SIZE IN THE MULLION TART ES, ALAYLL�Li BOUND Lj� TO THE NEXTSICIF SHOWN ON -FAN I Ls) MU - FOR LENG _1 HORIZONIA, MULL 7) ANCHOR EMBEDMENT TO BASE NIATERIAL SHALL BE BEYONI) '�NAI,l DRESSING OR STOCCO, Of)0�L)'TiCKS HY 07,41ERS, 'SUS SEE, DFTAH. E, BE ANCHORED PROPERJO TO TRANSFER !-DADS 1-0 IHE STRUCTURE- ANCHORS SHALL BECXQAD OR CURROSLUN RE SiS-AN AS APPROPRIATE FOR SUBSTRAT C MATERIAL. DISSIMILAR MATERIALS SITALL BE PROTECLIEDAS RI'QU�RED L() FIREV,71F, REACTIONS. PFNESTRArION PO REFERENCE: TEST REPOR FS, ', Ill, .6443: DEWALT AG,RE-GATOR A UL I RACONi NONS, FR"'L UC TSMAY E�OFMANY TYPE , 9� MULLIONS AND CLIPS 1 ARE Gf A DES IONED & ­S) T 0 COMYSil, 3­ Tli� LN OROA '� l mus-1 all, -OR IMPACT AND PON INIPACT APPLICATIONS MJ JONI', ARi OMY 70 �IE USD_Dvl�: T I! C, COUP, AND , ARE APPROVED iTj MANUFACWRED FEN. TS' 3TRATION PRODUCT 3 llljf MULLIONS ARE iPl, CCAPPLIAW:J­ IN ;Llf_HV,-lZ, SEL D& FAL] HORIZONTAL -A I G, k I QUAD Il Y O� MULL P­ LLNGM MULL LENGTH E AS-E,fSTANDARD 9R0H0OSFATAU!UON7`FPf _fHAFWIP +ff_jTTL L1f`L-NFSTRAIIONP LO1OCIr3c AVl- DLL­ '30R'V 6PUNOAG W ; N FR'?N1 ABOW J(_)DLSfSFANDA' - -- ------- 1 -2023 FLORIDA BU7P,IG (,`,A)I, f>: i 1-01'Ill I JASU'l,DM`G D, ANSYAF&PA NOR 2018 LS' �N _R�)C,is -AI UMINUNI f,FbJGN MANIUAJ 21,90 3) RF­R TO SHFFT 22 TOL)l- I ERJAIN, ":-IF. 01JND 10AlA,,,_ S 'R­�, -AN0,Ul_AFL' I-)R ' 4,AP, Z,,A,'A� GFNFRAL NOTES NATRUCTK)NS ELEVATIONS. MULL TO 2X WOOD- .....2 LAI 'AI , 10 1 X & LlA30NR'/ _2 NOT-,-, 2 VTM TO MASONRY I NIULL TO STEEL SYNC__. 3 MULL IT)MULL 3 ALiLRNAfALL OLIPS,_ 4 BAY MULL 1;TALLATION.__ I X 2,75 X,375 MULL SPECS. 5 1 X J 7b, X '65 MIA 1 SPECS - 0 X 3 1, 77, X nP MUL I- SPICS 7 X 4 X '25 MU; I SPFCS,_ R I X 4 X,375 S UBE MULL SECS I X 4 X.3W 'I" MULL SPECS II 1.25 X 3,188 X.265 MULL SPECS... 10 1,25 X 3 29',(AOL) MUL-, SPECS , + u 1,25 X 3,25 X,624 MULL SPECS A 2 1 25 X X, I 1 SP: :I 2 x A x 95 MI R L.13PECS" " q 3WX 3.2A BAY MULL SPECS . . ..... 16 45'X 125 SAY MULL SPECS- ?7 MULLION & CLIP DIMENSION 1E 20 EXAMPLES'l & 2_____ 24 LOADING EXAMPLES__ ........... 22 4) F IND L HE I;HOEN MULL ONAIII-A-IJON f_APACIT{ILBSfr "I f 11014 1 AM Es IA _HRob,­;Li 3"', �)N SHLE �l S�l Rl:'-',6 ",-C VD, "Jilg 3HL MU LION TYPE, LENGTH ANOC"-,NINGAADIl UP HIGH-: fz-PENDNI_,U -M` MA ',' ISSAN,-,JNU T tP 1 0' IND THE SAM' TABLE UFF D IN S UP ABOVI" 1HE [, NEX clo_A;- i K, A 7" ffTHE, MRA-LION DAPAC,3Y a81AINi,:) IN tHH 7A%s! E, WHALI TMI,, OPENING3, YES-iMAYUSE '<hiL"ANCHC)f<fAPAriTYAD,3,J9T�VFNT;�OR�Aa,LA10 DB,N, "'A fY VALUL A lQ,VLR AN'CHOR ';N'A'�' �Y 30,"f L,�A'L T­, -Ii- D"SIGN S / W,`ING U v 'OrI T�!E SYS--1 V TH11- A OF PRODUCT REVISED 8ufadi.g G.d. MCA -Al., 23-0913,05 Expi-twn D-te 0512612026 B'y I -o.d. pm44Af C—t—I ✓ No, 58705 A, S3 X Ul IONAI�, A, 1 01D M; IA Lk, ME I MI L ±�_ I ?AU! 1 !ON _F0 2XVIJOGD BUCK Ou .1 OR WOOD FRANAING (OFFSET Ct IP SHOWN) J4 IIML ' LDGE INSINIff, ill' s CREAS �Z 25 < I IC MARLI, ALL MULLIONS ga� EXTERIOR DEETAIL B: MILIUJONATTACHED 10 IS _1A00D BUCK AND MASONRY )STANDARD" C'LIP SHOWN) z EXTERIOR I I OJSTEDGF ANSE FOR MASONRY L� 1REOT2`7 CLIP IS ANCHORS RECOMMENDED FOR I IN FRAISED W,N BOERS, BUT MAY ALSO BE USED FOR of HER FRAME TYPES. I TYP. ANCHOR PER SUBSTRATE, TY[L ANCHOR ,PER SUBSTRAT _ F, SEE TABLES IB-136 SEE TABLES IB-13B EDGE/END B K UC STRIP AND DISTANCE SEE TAB ED ATTACHMENT BY OTHERS SEE NOTE 1, SHEETI. SIDE VIEW ---------- --- --- > CS, PGo IV ILL IIN LIP AI LHOR 1_i�pl I AND 1 !LR SUB1"'TF7l,7 1-1 I -A _10S fly,mum ', �9 P, ----------_------ �SJ sE E NoTT 1, LEI LL- EDC" nr coNCRE-11 OP vAu DISFANCE. SEE SEE TABLES E D G E D IS, WN C E IB-13B FOR MASONRY LLJ < cD ANCHORS DO C'> s!M VEW Z) z m 0 ,TfiFD ni, STANDARD OR OFFSET MULt I A MAY BE Lz,, ISDT EDP THIS MFTHOD,I z < z IV _j TYP_ ANCHOR PER SUBSTRATr, SEE TABLES 16-13B BUG K S T RI P AND j ATTACHMENT EMBEDMENT' BY OTHERS, SEE NOTE 1, SHEET 1. WN 2.7 KSI CONCRETE OR CMU FRONT VIEW MATERIAL PROPERTIES:: INSTALLATION NOTES, 1) ANCHOR ENIBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) 4UAN71TY OF ANCHORS/V0 I`IMLLBDN SIZE SHOWN ABOVE ARE FOR PICTORIAL P RERESENTATION ONLY. BECAUSE -I HE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR I J ANCI ioR DIS'ANCE, ' 'E CORRECT QUANTITY AND LOCATION OF NICEST ST BE FOLLOWED, REFER TO THE I ARLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, STANDARD THE S�DARD 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 APPLICA19ONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED DEVIIALT ULTRACON, DEWALT ULTRACON+ OR DEWALT 1/4" S-S. AGGREGATOR MASONRY ANCHORS. PRODUCT REVISED as co with the Five da Buildin9=10 HOA-Mo. 23-0913.05 Expiration Date P512612026 BY Miami --Dads Pradct Controll ' `,Ji I I 11111711 ,0o LYNAt 1// N0,68705 R� A8—//29/23• -Z7 STATE OF /`Z;,70NAIi-j,,A IIIIIIIII A, LYNN MILLER, P.E. RE4 58765 NOTCHED To PROIVIDE CLEARANCE FOR MULL CLIP, 01-TWER THE' STANDARD OR OFFSETMULLI ILIP 11Y I'- N0 TALLEN < I THIS METHOEL, EXTERIOR � EDGE DISTANCE F or MASONRY ANCLAR", DETAIL C, MULLION DIRECTLY ATTACHED 10 MASONRY STRUCTURE (STANDARD CLIP SHOWN) i TYP, ANCHOR PER 5UBSTRATE, SEE LAKER 111-1111 FOR MASONRY SUCKSTFUP AND ATTACHMENI BY OTHERS, SFEC"", SHRETI, T P. ANCHOR TYE_ ANCHOR PER CULS f RA FF, PER SUBS' SEE AI ES IA-nR TABLES 7Ri AT, I'MIN SH N'Off 1, EILGE0,VIEN, b r I LL,Gt. f"Is FARCE SEE I ABLES MN 2J KS1 CONCRF IF OR CNR MN 2.1 -(NCRL041 f,M FRONT VIEW SIDE VEW [N,S j ALLY i;ON ES: 1) ANCHOR EM,,4,-DMPN`1 F0 'AA�V,' SI HFL� �il 2) atFITf! - y OF ANCHORS ANI,,) Alu; L7;1- ONLY BE -CAUSE THE ANC"CIR (AI F-3 BN L0C,Af!(',,N (N ANCH# - BE FC OLI-(�ViNG SHLEiS, 110P DFTA�:,-A DJ HHER A'AN'D" kl""' kI ANCHOR HEAD —PE %I!,v ,'I- -/o FII-Xll� ""�" �11',; ,'-: 4R 010O'BIIUCKS ARE OP 'i(W,11- SEI,- 'JETA;i G, S� 11 1 FOR MASONRv APPLICA, (IN-" % D04SAL3 ULfRACON, DL"NAIA ULHPALON, 114 S, E OFFSET CLIP IS RECOMMENDED FOR FIN-FRAMIED WINDOWS, BUT MAY ALSO SEUSED EC. R I 01-HERFRAME IYI`r�' LX i LRIOR DETAIL E: 125MIN. MULLION TO MULLION INTERSECTION NOTES (U-CLIP) 2}MAY BE INSTALLED W 'TEE"OR 2- Iff INTERSECTIONS, p VARIES 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. L 3) SEE U-CLIP DRAWINGS, SHEETS 1&-20 Lu U- TOP VIEW FOR CORRESPONDING MULL JON, c A, MILLION VARIES -j -j 412 STEEL SCREWS, ELF -BRILL H 'L I AND USE'S MS CI)MLLING OR PRE 04,W CC CS U) CO Z "S &MLLION 44 us INTERSECTION U-C, ip EXTERIOR < z z < 0 z SEE CHEATS 1820 FOR P Cii I HOLE I.CCATIONS < -j FRONT VIEW EDGE aw LE_j DISTANCE < SEE TABLE', I, U) 0 < SIDE VIEW MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE LAI PRODUCT REVISED Ao' OU� as complying with the RwRla '10LE B.Hd3.9 C.de 2- 091305 NOA No. Expb,atia. Oat. 05126/2026 By 6— Mi—fl-D.AW fod—t 'Y IYNN4 �ORAEE[ A-t US R Id"�' NA� X) A 2X �', 01 A� BA o Rk' Al INICf 0', CS SOL VIEW Nlo 68705 NO'U-S� - ----------- ------- C) ANCHOR VALUES ISAY BE I �8� Ui 2) SEE CL3RRESPONDING "01A 1 0`4 A IS, ONA", qF)�/A[f f, D I -T D W -PI � .01O CIJ -L (F-CUP) S! DF 'All `A-0, ic E"B's" W'-S' F" 10 SPDE VIEW SHOWN Ttd V x /I x "2r MN L�} EXTERIOR 0 I X I FRIOR C.1111 SAWDARD?VUL, IAN Ci,'Y MODEIED TO F', Ff^0 SO DTHONS INTO WOOS, UM, CUR OR MASONRY TY 1,1INCHOR PER SUBSI RKrf-, SEE TABLES I B 13B STANDARD C1 W (C' f*: MODIFIED INFIECI), LOGE "'STANCE PER SHO iOR NOTES FOR INSTALLATION OPI IONS F: 1) DET/01- IS NOT APPLICABLE FOR THE BAY MULLION. 2 I ­"� -f 'AbLES ',R-13B FOR ANCPOI� QUAER IT'F,'i AND SHEETS 18-20 FOR HOLE LOCATIONS, 3) 1 FIE 2X5 CLIP IS MET SLATABLE FOR THIS APPLICATION. DETAIL G� DETA IF- H: ANGLE MULLION CLIP BAY MULUON INSTAL i A-1, [ON (ANGLE CLIP', (ANGLE CUP11 INTO WOOD, STEEL, ALUM OR Mp_.' CONEY TGP WE W iyp ANCHOR I- !A',' r 118 OR 13s EXTERIOR 2'X YANGLE C1 S', 2 PER WAA iON END MUST BE t-JZTAUDfNSffA-QTBAYMUiL, a EDGE DISTANCE PER ANCHOR NOTESF ORJINSIALL��TION PPTL N aA 1, OG q_ _L USE 2 ANGLE CLIPS FE R N`ul-t ION ENID. CLIPS NUS W- INSERTED INSIDE OF FAULLION. 2) DETAIL. G: SEE TABLES I B-13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR DOLE LOCATIONS. 31 DETAIL H. SEE TABt ES 12B OR 13B f-OR ANCHOR QUAN I 11!LS AND SHFF F 19 FOR HOLE LOCATIONS. PRODUCT REVISED a. complying with the Flatida Bid1ding Code HOA-N.. 23-0912L05 E.gs, .fl.. Dot.05/2612026 I "I BY . ..... Product Control O�11 11 Iji"l LYNIV ......... . Z� No.68706 &08/29/23 STATE OF E,\ //Z;, ZONAL,, 1111mil- 1, LYNN MILLER, P,E- TABLE 1A F Mutlton -Capacity Table -il-bs/fe-) Opening Width (for Iiefticalty-spanning -mi-41ions) or Opening Height (for horimn011y cpanning mdions) Al Iiq Wit, 70 In A'i, 100 la"I, 140,n 160',, T, T' lx2.75xLading L..d,rg Loading _�Id,�g _­aRj Ldirg'g L-d,,.g L-d,"g L.dfiN L,,adIrg L.Iidmg L­dmg --ftg L-Ilm Load 1--duig L-1 ;g .375 Alum. ------ _ - - - - - ­_ -1 -_,Lod 1 - --- - - --- - ----- ------ Tube Z' III 2� 2� 2� R Z� Mullion a Q a2 if ER 2 1 E?2 IS zs 'N i2 < < I 2 Is < 2- S - 2 - .1 2rc 1 Z < 1 2' .1 C .1 42,n 170,0 620 1-100 435 1700 744 1700 478 1700 868 1700 506 IM 0 992 1700i 519 1?11 11 IG 4710' 52' f70 1) 1240 17001 621 14P�l 13CI I TO 1) 521 121 5 G I �0 "A 1�: "I I'm I ILI I 62i 992LLL 17 1" 48,,,1 1700 708 1700 524 1700 850 1700 584 1700 1700 1130 1700 170 0 6,51 111 8 1131 170 0 77 111 r, 1139 _1_G 0 630 113 1139 971, 1 12,L 1 7C 3 1 -170,0- 7-47 770 It 563 1700 896 170 0 '1 631 1676 1032 1700 684 1468 10,32 1700 723 130 5 1032 1710 747 1171 1(22 171, 0 756 T g7 - 50 121 in - NS�2 170 0 7.5 ' 1 - 760 K9 IM2 ITO 0 56 731. IC31 1 71, 4 1 _4 54 m 1700 797 1700 612 1613 907 1700 111 1382 907 1647 -130 1209 901 1525 720 f(A5 907 145,0 714 968 907 141 1 710 80.6 007 1400 709 60 1 907 140 G 709 602 107 140 U 70'1 60 in 141 1 735 151 5 625 1176 735 130 3 1 611 1008 715 1160 599 88 731, 10621 590 781, 711 111 111 111 131 11 1 171 11 � 735 918 574 54) 4 73- 91 8 574 44 731 9� 3 574 - - ------ --- 63,,1 121.9 666 13001 570 101 6 666 111 6 557 87 0 66& 98,9 50 '1 &6G 75 1 521 43 5 6,A /-� 3 I., 38 f 35�1 15 521 - 547 A3 I &IN 10 1 t 538 67 7 666 P310 '31 609 CC' 79 8 526 t-1 - - - - I 66 111, 106a 607 1124 522 88,3 607 9AI 1 511 767 607 85,0 501 662 6IP 77,1 490 689 1 607 71,5 j 181 53 0 607 671 1. 481 44 2 607 6 : 4 47G 379 301 62 1 474 33 607 T2 1 474 _77 72 In 81 6 511 868 443 660 510 730 1 434� 511 11 14,3 426 540 570 579 11.9 43d 51 0 513 413 40. 5 IG 500 408 34.01SIG 4 9 402 79,2 510 441. 3^a t 25 5'C 41, 3 7611, 694 458 725 1 4G0 578 451 61 7 302 496 4A31 541 385 434 158 48r, T wa ¢ 381 f158 146 73 34 f 458 4' b .368 i 28 118 11 W1 21 U i 18 K 3 2" i 3�,b 78,11 642 435 61-0-1 1 381 635 435 M 8 373 459 435 48 8 366 fl 40 1 43441 360 35 I 4400 355 32 1 435 38 1351 2G 8 435 34A 1 344 ii 22,9 435 326 341 20 1 43h 322 340 90 In 418 327 43 1 290 34 3 327 364 28: 29 .; 327 31 8 281 26 1 321 28 3 1 275 232 327 25.7 li 271 209 327 23 1 i. , 327 N 0 26II 149 3^ 25e L 96',, 14 4 287 314 1 257 283 287 29C 252 24 6 297 260 248 21 5 28/ 23 1 244 19281 20 0 240 17 2 281 1- 237 14 4 281 ZV 108 11 P12 227 247 205 20 221 2 16 195 222'_ 1 80 2'j 1 7 11, 2 3 215 22 i14 120 111 17 1844 17 1 Anchor Capacity libs) 3116 DeW.Ift 114" DeW.ft I r/IC" RIM- C I 'I' ult-, r U.- I,,Nm hll.d CM Wt.l / S rl"AJA 1 I ­AY ANCHOR CAPACITY ADJUSTMENT FORMULA; (DR 'I x ANCHOR CAP.--- = I (MULLION CAP. - =ANCHOR CAP. USE. THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED, CORRESPONDING REQUIREMENT FOR THE OPENING, INHEN IT IS LOSER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOk CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OP DONE FROM THE ANCHOR CAPACI--, TABLE, m 4 �M AA1,1 0 C 1 (2) 115 A CI Il' 3'� 62�O b, i � 71,', �L 41`� lb- I I i Al �' I "I" b­ , 'b, I I,, , i "a' 2 Ach� Q 0 45 Un Cr'J-Chp NVI NIA 'w Wl7, to 1115Is 1 2521 11280u2 ,;A N/A '/0', "1" 1,, mo os Afmh�i� @ 1 1 PRODUCT REVISED TE: FOR THE OFFSET CLIP, USE -f HF SAMF ANG; "-,;R it Try .:N AN,,, F7TWq_ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEL 1 21 PIyIng with th. FI-id. Building Cod. HOA-Ma. 23-0913.05 FIGURE 1: -IGURE 2: 1 ------- -- - ---- ----- TABLE NO TI CS. Exptmtfan Oat. 05/26122026 1 ; ; MM-L­V.d� Prod..* C­ 1) SEE SHEET I FOR INSTRUC�TIOU,�', 0IJ USING Ill- FAF_,'�_ES AND f3i-r-I 2" FOR W OW/A-,�CN ON! 1 �)NDI�N��' i I Ile 11 1 N/0 SEE SHEEI S 24 FOR GENFRAIL N8 ALLA HON MIF IODS, - - -- ----------- - ------ - 2) LINEAR INTERPOLATION PETiVEE\i MULL AND/OR OPENING IIQIDTHS SALLGINA'7;1­1 FIGURE 3' L Div A y 3) MULLION AND MULLION C� PS SHOV,"J ARE NOT T(I SCA�_E, FOR EXAI,,- 2; 17 Ri) H01,FS 10 BE DRILLED IN fi FIGURES SHOW SUGGEEAPPROXIMA-TE TOLE LOCAT ONS, F-,D, ANGIT CLIP MUST BE USFi) IN PAIRS 4) SUBSTRATES: CONCRI LSHALL CONFORM i 1) At (LA 1 i0,"4S FIGURE 4: I­;1GURE 5 ;GUFL 6' CONCRETE BLOCK UNIT (CUW StIALL COIN11 7 C AS ",i 01100D SHN!, Wv` A ALUMINUM SHALL BES06N­Fr, A,"4DB,'- AMINIMUM 01-12- I�;ICK B� AMT%,�,'NUNI C�� ADt 13 'Aiii-AS� 'HIC'KAM)A-F�NJ x METAL SHAI 1 FXTEND A-- FAST 3 SCBF,,A ri i�, MAI RVi_i'I0 6 ',NCW�R'S '11�c""�f IT MAY BE STEE , 18-8 && OR 410 S. S, /'/ONAA- A, LYN" YI ILL- R11 RE # 58705 -------------- - - __ ------ ------ __ - ------ ---------- -- ------ --- --- ---- TABf F 2A '7 w 0pvr'ksg H�'4�ht I x 2,76 x I .650 Y -3 2 "1 Lb 1 4&1 J, 2 41 4116 1 42 9 1:19 1� �t 6 4 6 250 '0 423 1,07 21 M 3 407 M 811 '6 0 1" 1 1c I 2,5Z X�i 2& 2" 3 8 �57 Ag 14, 202 TABLE 2B Iwo rl�; vv�xz I, Anchor ir 'Y" F, FI i j 2-1/7 i 2 1V I /lF 2-112" 1 1 2 V2 2' 3 21� 1:11" 0,11 032 ANCHOR CAPACHY ADJUSTMEWF FORMULA. A ANF,� CA ., Mt v'N CA�, Cr , CAP 14 J i A : 0 I),Bl A! N 0 AN /Al I LiAl- PRFS'k)R�- URMil—NH r OR 1 HE OPt-,NiNG, WHFN R IS LOWER -il FAUU R)N CA;'ACFTY (i NOW, T HE TAR' F) OF 1 HF SFE EC-F ED MULt Ohi, 11 V'Pil V!ELD A FYI NIMU"A ANCHOR A QUALl'Y ADDITK)NAt HOR OPTIONS FROMI I IF A,"ICHOR CAPAQ-1 Y f ABLE 37 il 3," Ri, 61'r i- N6 ft 341 y..T 1.111, NNVA ry i�s I 11 ll, 3e' Ibs i, Pin OF W,, 1�� Aftim 4, N;/� NY, N�A WA 4"" wl wf' "u Nf NF'/A AA FAA N/A 715 ll� 18-, loc i" ill 5� it ,0 -, 280 le V11 s70 NA Al b,, i T�� — R6— PRODUCT REVISED i7- T -7, -7R'J�I'i' AND lilllijF� AS , S5�NDX CL 1p C i' ACT AD VA; Uf- S A USM IN THE EXAMPLE SIN SHEET 21. a. ...pIyiing mth the R.6d. BuHiding Code E!f3? IE l: RGURE 2: TABLE NOTES: NOA-Ko. 23-0913.05 rl.pRatlm Date 0512612026 - -- - ----- ------- Ft LL sHie Ll OR NSTRULI K-ilA3 AN US'NG lHE TABi " S AND SHE-Ei 22 FOR [NI-ORMATION ON LOADING, ",Hff F I A 2-4 � OR G1 f',IERAi fNSALLAIION METHODS. 'y Vmmi- Dade Pmduct Gmtrol 2, UNEA,/- N RIP10,", B'r7V'T �-Nl C,)'NA FiNG1 HS ANDIOP OPENM WIDTHS IS ALLOWABLE. FIGURE 3: 1 taN AND , fAU; I i0N CIJPS SHOWN ARF NOT TOSCAi E. FOR EXAGI DIMENSIONS, SEE SHEETS '&-20, 2.750" LYNN f f , `10 BF "DR111 F IN TFFOCI OV'JiNG DJN�FINSIONJVL RESTRICTIONS SHOWN ON SHEETS 18-20. IGURFS Si KCV SUGGE S7 ED, APPROXWATE HOLE LOCATIONS, u-- ----------- -- --- AN'C,--�Ct-�f'MtJSTBE-tJSEDIi','r'AIRS 4) SUNS RA t F—S� CONCRE I E SHALL CONFORM � 0 ACE 301 SPECIFICAT IONS. HOLLOW AND GROUT -FILLED No,68705 I CONCR�-,'TF BLIDCK UJNR (CNIU)SHALL CONFORM T0,11STM C-90,'NOOD SHALL HAVE A mm. SG OF 0,5-5. FIGURF 4 RGLP" L, FiGURE 6 THICK ATEE-L SATWIDS 110 BEA MINIMUM GRADE 33 U8/29/23 Z� ANC-04F-l-qCK �18 GAUC GE S, TRUC�URAL S-i EELOK' AT LEAST.125" HICK AND ASS, ALL ANCHORS INTO 0 STATE OF -YOND IHE MiAlEi &#"12 ANCHORS iN'T0 WOOD l'X2.75X.6',TMLLLK)N --s FSE TAL SHALL. EX-, LOU A F LEAST 3 S' REVV THREA"A S 6L MAY BE STEEL, 18-8 S.S. OR 410 S.S. /70 /NAl- 1LO A, LYNN MILLER, P,E. TABLE 3A a Mullion Capacity Table glislife) -- _ Opening Width {for verttcaliy pan In0 ru.i c .)or Opening Hc1yh2 (for rrzart : -f 3 g tnu rn _— _.. ANCH0R CAPACITY � � o c _,._._—` ACIJU3TPdEN7 FORMULA: 060 � 7(' � E0 � ^^ 3P 100 � 120 � ". t4G II 760 -k � Pxc,ar,as.ar T,aof7rsann. Re- TsaF Rl; zG tes _ry 1 2cc £ rus. ,, j, , a$ raf* „� -'"'- -,:! -( 1 f8.,1 ,(ir'._y, ( _ 1" x 3.125" % Leaaing Laztling Loac,nKl L any t .a-:r: L d,';,.... L ',,,y Load L ; " t. d Lr d_ Ea e ?___Lod ._J ^r .. ._+�.� L r;� S z;e t ""f X MEJLi.iOPd GA ` #w .Soo'Rlum .._ .... ;_. T _—T "h. �- ( P..,.r Film „ a Tube Plludl a g .:. `u 2 14 .", G Q o. ( 7 f {=ANCHORCAP -Q. m W I �_ m g W j, _ _ _) _ .l Y - - _ o� <" 8, 6," > uJF r _ 2. _ { USE.. THIS FOR MUtA O OBTAIN ti7� v6" _ ._ - yi �,i �� n 7,1 r;i , I :}0 S P 3 THE 'ANCHORCA=AC17 � . - z -`-' a rr 1 . " a -x'�" RE0UtFE47" CORRESPONDING ' 42,n 170GiG 620 1700' 435 1176 G1 744 170 i. 478 170C &A, I Iil6 KF 7rG ,t i' �: r S '-'G,, t s GS ,2 ., ,C ii { i i 7 ', TO AD AS I UAL PRESSUIzL aam.._....nooT7oa 1700 ..... .. +,a3 nsG� cv vr,6) 1a7; 'raG{ srr �Iirv.v ImP WHEN IT IS LOWER 1-11 cr3o i(;r.71 ur t t,uu 6s<; �tsr,.111�rr vr'oi sa.z .,� trt,.r, �a � FO41`RF!r9e..NfPOftTHE 524 "170 0 850 1 l0 0 f 5En 770 0 i 9J7 11(1 0 6"6 t /0 0 ,., €� 1 ii --- ; „ .. _..: _' .f ---. ( 4 ` 5G 625 in 1700 741 1700 M3 �17)0 Sf 17G0 63 1t0 t, Lk 77C� E,3z i70G 1 .., 1. f,C ,f' !C ., ,..> .f...0 i r 3 �.., ,.. f-6, 5« r r u G i 1 ;3OPENINGC _ I THAN THE MULLION CAPACH Y LU s 54 in 1100 A/ 110 G� 612 17001 956 1700 65' 170G t'tG 170.0 lbn. d111G 1215 170E &'G"s 1&F. o 1 17G.0 Ml 1K,9..> i C' 1NMI A-6 � 24.G N 170.^ ,:, iGL s3 54C' rG.�., r 5"- ti;•.,�i o;' � (FR.Ov`THE TABLE)OF THE co .____.. ..._......_ __._ _._ _.__. --__ EE 6vin nu.a aas nG.ei lot aG.G lW 70fl 79f' is8.; lVA 70-C 8f,i .1,38 M6 ,Esrc I -- i 1"AI,,I �i1 ; 6 ,f;-,! �..-lr, ,�� �) - '.,r, f ,., tI I _I SELECT"EDMUI..LION,IT1A131..d.. ,t�.i i cc;i < 2 735 2v 1', i SI ii A,4 , " _(' , I I I ".1 YIELD A MINIMUM ANCHOR r� z 63 in 17G 0 536 77o G s 7<5 i58 8 10M19 i 70 0 &sC Y $7 ✓+S S " ( 7:r2.J i.i.. ICA- , — _.. 4 1 -. u.c �„ as,. hiss. „a I _ d # >, .�, i ., { r. . '<.:I ,. 4.. > 'e: � ,.I GAPAC', vJ}itCN MAY E3C-" I C}`„ f�E' j 8, 66in 166.&�55 170.0 18s t3so 9,5 i5t $r,4 dd 11s' ens 133. ( 7E<, n tc<, .,.;� ,zs , 7r,, 'i f..-. .. .= t ., -- USE ISTOQUALIP✓ADDITI« ADDITIONAL, zt E7 U) ICI, II .,z, I r' i iz 7c t:.. I iEG. h7 e2.>'. r lI s.. a ;r ; 7 { r _ r , 6 7 LttI t ?� ( tee" ( ._:.: it .;, J �, i nr. ..) _) ANCOROPTIoNI FROM THE L2�,: 4-"i�la ar 72 in 12FSr8o3 ?a/+9j 6J7 y 10 G 303 ti4'J 6S3 1378 $(, iv 511 g Ho Y,r,,, 93.2 6.,> i:.r 6G:` �...9 j ( ( .. , , , „^ } b, t . 6 4 :._ I c 3 ANCHOR GAPAGI (Y 7 A6s E i , !t} i rsln 1092 721 11-' sze s10 fr si s^;. raG rx' Es noe f ca ,2+ rr.2' „a I ( ., II .,. ," t , , "_.' ; 4�� r I 5 11 ,4 f ( i r___ ,6( crr. 6„ gni C I) ( �9� 4.,1 4�1 J6.1 >Pr ^ oI 78 n 707 0 88 t0 4 95 84 2 f 9II4 89 58f 72 L 68 f8 1 63 1 (+(A 70 1 , t u _ S f L.�� } fYJ 6�.3 5 S7 4'G a? 514 57 /u'3 17 III n s 560 4 4: 4. r a - 3d r A j` G., 4 , ( 1 I 96 n4 2 4,52 45 9 45? 4% (} ..0 48 7 .e ,. ri{. 3t ;0 r ., 31 C ! ? , 41) -- -- — i it �� 7 to I{ t08 n 38t, 3 7 3891 322 317 ,, 3'i � "7 } 3 2E � 317 � 73 3,7 � 25. � ...,o It 7+. ( 3 r 37 '7 i � ('l � ,' f ? � � ��: � 7 D i,d i � ,7. i 7 � � .,"-"� )£'" � 4'�l rn _ _. a c Ill in. 35 338 358 AiG 292 338 J 1 301 29 t 21 2 b 3 2- c t IG.B ( ( 11 i� :. 6 - .P . ( ! i}� y , 23 1 2&)4G 2', 17 r> 24 f 11 7i . 2 f789[ffL L03 t�9 { io L7 as 0 TABLE 3B 6 w > �FIGURE 'I 'FIGURE? FIGURE 3:_,. E I E�t t 7 ANGLE CLIP MUST BE USED IN PAIRS PiCURE 4' FIGURE3, I r CABLE NOTES: {} SEE SHEET c FOR INS RUCTiONS ON U sC �'AB. 7 AND SI iL,L 1 22 : t, , if<<rt3r2MA i ION TJ1il L.0A A "'0 SEE S.ECSi/E'OR GENFRAi i`^ IJ'- J 2jLINEAR INTERPOLATION BETWEEN M1 1 f ( St ..CAV CUPS §) P1fi LiCrN F.NU Niu td L_ SiS£ t C IJ ,- h [GURE`- HO,+4 .St.r Gk >- , ^lf SI OX tAr, €.Ot E S. 4)b'L,8SiRAiES C NCREIL c. {AL C,C,€ Uk ,,FTF Bi 0GK ci'` D (C;MLrJ .. FAi s GC) !F0 R h i iJ A8 W e_ f©. VJOO[1 r, f41'`, G u ALUftdiPv=,. ,..I. ., [; .r>lu.; I.. f, r r,#:. A 4I s. , - O ! A . I AND ,04 rtLICK (18G _). f UC, t ..A ST F11:CJ rj-> I rf fALSHALLFXTENDAI_ n S S IEAS� .r3 a dt£-+it r2 re r tEs ,, M YH STEEL, PRODUCT REVISED as " mplyieg with the Fl-Rda Building Code Cxtssraatian Dated ?!}/20 6 By ; ,viz 557?35 : �a4~..� ALH10�,,+�, A LYNN MILLER, PALP.E.# 58706 TABL F 4h, ,.v` -C., c °y t k e- (€'rsstf€') _ .. ,. ANCHOR Cl, e%AC Tf i t ADJUS-H-EN1 FORMULA: CAP x vlu P:(esr u S 1 7 i r x <Cr E I� m m s st i CIA ri Y r L AF C R „ I j��rcl�rl=, rtEAL #OAF FRL U`a n I N G, NA1F N 3 4 S Lf'v E < j F Rorr Tt rA E } Ask EiT i E _ t .AY BE .'Af F€7 rr 4 O j flA#!C OR L AF'-I 4 < f € 1 t i r ,. s t AIX {W OPTIONS PROM, HE . ! OA �E W -<�-<- C 3 i I F 33 4 7 F Lo C}6C i r. , ;os >z.0 s (err Lo.t ;54 sbr 17, t zap fi aE TABLE 4B _r "t-ho• �.. t.,: € .§ .;: �r. vi :i t r;t t12 a uz t Capacity t f t tYF>L i. a r, f r I it - a n,r ,w CC1 :{G�} S (G6) r 2W lz 1 2 1 <-1U z ,'rP 2 sj45 :"...... 034 ,r` - „`;1 w,"V4 pia'2 t 3I 1 sts' varc- ., A,4 b F4E tb ( ?4 'kr el Rbs B3 N, NIA f U�Ib 88IF, I OIFc • f ,`i , ',"A '41c t ! NIA IYA1- 7 '02 Gs 17�0 t!. .`�� C ! , ± i ,, t y it r. t �11, 320 fhl 123£ (tn 1021 f t ll I 1111 h, A •�1. ( 1, P Nl! ,// ! % �. ! w' S i (/ `2T tti 14l/ I+/I 0 U--.—.—_---��.. I PRODUCT REVISED :.Y 7 �' i t t n tx ( 8', A 3£ Gom L 1Yk with Late Ft eddy NIO'E .; .,t2 t '._ .E 7 7Li USF " .. AMf A . ,F U , [ TFRN AND AN HOR VALI1FJ AS THE STANDARD CLIP. � SufIdIng Cade NOA--N.. 23-0993"05 ElpTABLE NOTES. .. .... iC,UR I EGUR Y FIGURE 3' F f(3URF 4t F€GURF Eat FIGURE" „ .., " ..,A � „ , . THE -... ,,, t..�,� t„ �� fi-Im Dote 05126/2026 n _... 1 �. i i #LE!_I51 4 OW. uL. iNS "-Z (,1 ANS UP, USPwG THE. t ABi L-.€ AND SiLE { 22 � OR INFCrr.MAIHON ON LCA,),.C, SE - � PdEtarae-89�dsx Product '�ea'€e¢aE Re 4 r �I I� ii rl R� i sj % LATtON ME HO€iS. i e e 'A% V LYN AA/A/i LINEAR C rr aPOL i [ON SET1,N FE=Nd NlUi L _ENG—, HS ANWOR OPENING WIDTHS ISALLOWABLE. `1 �� i..tt AND D Y 7 10N r SHOWN ARE NOT TOSCALE, FOR FXACT DIMENSIONS, SEE SHEL I S i g 20. HOLES 4,000" -„ C3 L G i tL ., !r i NfE , 3 LD F O LOVJING DE ,DNS€ON L kLS . RIC FLONS SHOWN ON U,-,EETS 15-20. € IGL 1RES SHOW � No.58705 FlGU'ZE 5: , , SUGGEST ED. APPROXIMATE HOLE LOCATIONS. F4t,URE 6: FIGURE 7. u L C1 f + G. NCRI . TE StiF t GONFOfdh✓ I G ACi }G1 SPE-CIFIt,AT€ONS. tiC) .I OW AND GROUT -FILLED 'j f"' �. SAS/29/23 4N, -- iF# O FOR `"SA 4C `3_} J'OOD FALi I FJ - Plad SGOF0.51 ALUMiNU"h Y - ti`LS" �(�.r STATE 4{t -C .C+ `•. TF'x Z E r 05 " AND s A Af G thUCsR C'� 72a T#'a CK. 1 r t 4'F'J.A`" Q §3E 4 P I NULa GRADE 33 ANU 046 THICK € i �i`` ' • A'40RIY7I' � Z •. (THREADSt t 1"X4'X.125^ AP GL E L€€- (FIGURES ESE) MUST BE USED -- I18 GAUGE} S [ FiF3CTUiUti_ S T ESL TtT BE A t LEfa� 6 .1 LS l HICK AND A"sE. ALL ANCHORS INTO METAL SHALL EXTENCS IN €'AEP.�i � � AT LEAST 3 SCFZE'V�1 H6Y6N6 THE MATERIAL. #9G Y #12 ANCHORS INTO WOOD MAY HE STEEL. 9&8 S.S. OR 410 S.S. MULLION A LYNN MILLER, P.E. TABLE M ( P�uilEon Ca acF 'Fable 1. r P xY {bslftz) .. _ ... .. .. _ ANCHOR CAPACITY Op—ing Width (for re rtt a 03 m� sae s) o L3Prn n�} t} ghP o ror a= *as r .�I7I AFiJU8i"f�iPd7 FC'rFZ#Ri1Ld'x. o ( 60 r a� r �n roc v� - _ ) _�.. 4� iec � ANCHOR 'AP e � � C ql € 9 x 4 x .375 s Y ��., .. „f n, tt � MULUON CAP ,.,...�,.,,,. P w , G g t d [) i' S iy ( L, d i t .- i..t (... }� L Alum Tube ._ -. _- -. -. -. _- -_ -- _. . - - - f{ & T „ ! ( ANCHOR CRP ... d I i � l r o c, - IUSE ls ( t+U 7 ORMUJ n ( �, a r < >✓ r, b r ., ,. « -c a ; `= ,r r <; �r € 1 ` 7 ' '- v i , ' 1 ' j ,FQU RCD CORR6PO t 4 ' ' t , ,` , .. € " { k i 10 AN- ACTT to P :L S RF �.� li ,,:, Flu, c,; i,, ntIr rro rs; vo n,„ a': snr .,. ,3,r i..;: ;" ,. %., ,, ,,,; ., ::Ij REQUIREMENT GP?�f E s. ., I Q �u 7 iv � � J Cr.. rn -r 0 4% ?ter „ E" 1/+� o i' .. TfA,NT `III i✓kN CA" �C 54 r 110 t,, 197 tfi0 %p :17., 91,., 1"i,,0 ,.,_ { 17,, 1 :r• 1'i, I,r: ,p, � (,-•,, ?a; 1, .,: 1r.; i 1/.0� i ,,. � � i (FROM THE ij+#3�F*O;� 1 fi �3 ------- --- I,--.- 1 - ,. ,, .! S IECTED MULLION. -iWILL- 60r, star s ,� sr 7 rc rr rc„ 17f rr rF. , .r e ; ,,,_ • . [ � < ;:?r 7 ,.t ra, ,r., ., ,�;, `f .; t ,t .t CAPACI jsv vUtr /Ss i T _ 4 USED TO QUAliFY ADDI tc dr L � L c .s„ 170 r, r„ ^7o r,;; I,r;: ;< �,, x. r .. >, r N<P' 'f rpso r . ` U ANCHOR U" i 1O FROM, H . I } z = !' ^ 1I� 1 l > i 5, ' �, f .r, fn it ; f [ i } 1 ANC, KiR C/iPAC. i Fr, 4 � i 7; r '7J > f -; ti .z 7 ., s61 rzii ro �1i € r p.r 3 l 7 _ a., I; <�1�� � 747 91 /r) / 7-� 1 L� 1 > " - ! , t ', 9 ,4 I A 1 ' ¢ a C ptp it r i� Cx� 9 6C,c 66 626 6° 63 c , I 1 Y r ' „ jj z,. �. :'a 1 � .er � I .:: 1 ., � r I f "` i� i t S7 .i2 ( 416 4;. i 3 ;l. } l 4 ,. �'. l.. WX i 4 1?0 n A5f 7 46 3f ( 4 31 'r ',: 4P, t? 4i li er ` Jv 4 f'� 4 A; Ill J' 1 ., '� '< t144 m 7G 1 ?: - w _. [ABLE 5B �-- -- _ - som, ' -- _ -•J� =r�rnnu s-iedC^nu _ r � a } Anchor Caf7a6ty r , ar.c ,,, 3u, • .r r n. € e r .<u. „3ret t � " C5 � bs} "z z l4 �dc e .r, +;^ , r srga 4 o II dr r �z 21Y, Mr, 0G n n� r7 s. •j t s, € fF t 3 R C) >; r Z r i ,,. T __ .. ; PRODUCT REVISED ...�._: ,_,��._.........� .�...,_._,_..____.. _e. € r t ._ _- ,;" .! - ��: 3 41.r,DARD `i if°. Building Code f�`O'F POft fHFCCP Fr. -C_.6 LIS, ir4E .ter �r-.hJC; 'A -t'_. ice,..,. ..,, _{ 1.662" -- :vcl° r -- Ntsss-.ea.� 2�-•4br�f;�.CaS Aal E vo rs P{(,URE:. ?: F , ,>zt_ I. (,(Cr}, ,_ `z <r :g,�. r�. - rc7 F SFiFi" a L-C1;2 iiv¢ (ri 4 "f . C S : ,fir I .. , f' s - _ _ -_ r YYYAAA m%3tcC3afllCiF L:,,V ,_OttE NO S..-.. S-m-S �. ,' <t. 4�AI .S 110f, � �e�s3sra2 ra,>s l� r . I er , f _ c nr.rr L r� ("r d r i 1"_FCr f ? C C, r '.a 1 -.. ,11A 31. 1-TS 1d 1 HO @ S if DMLLE1!4 d 121 [ i Oil ois 1* E,L: J r � , N ;AJi SHOWN ON SHEETS � c3 <( 'P '7V sC, nr 7` Y � n st7n � ) -. (s , f OWA AG1.3F1r s „ r i� Gd i ?� I C (-�w�,ill �i -F t4 i FD v f; ri r i t / UN C ,0 If r if { HAVE A MIN SC OF fi.65 SiI,AAPA s iA 1 f F L S it [rS i 0 BF VIMUM.. - AU • r /�/ /z ,. , i/!;~2( 0 0 ._. _ C{ -_. i Lej F 7 iA ( 125 HICK N r A. ,: Ak r r f H 7 L. r 1 S1 r t � a%--,•. .CR Jr `h i3Et,,.S PEY�i,i MAIL <r, „= r... a�, �.�,, .r." - /.';7 i S.S. OR 410 S.S. 'T^-MULUGN MU1-L-t0"i TABLE 6A il 7 265iA,v" It q I13�I 7C 0 51; /6 T 2 F C I, �-2 7 81 �;r� �11 4 1 "IS 141 ""'a, C,� E, i 1 t 6 T 5 �4 2 4 122 7 '�5b 14 2 722 A3,2 564 A 8 ��2 K, 61 I2� -C AN, - 2 6" 30 2 6B 4 N c, I� IP S 1, 70 bl, 2 ffi5 61, 5 "o !io I 6m, G ­1 b4 3 5 51 536 10 4IS 1, 0 �Ab 371 422 275 ?, 1 113 2� 5 516 306 206 515 29 1 404 14 4 �1 6 b t qy 4 1­ 2 7 2 163 1'� 4 111 4 1 111 194 43 21 3 3­ I P, 3 G ��79 2 126 171 111 111 _0 I ��W I 2,. q l 0 �38 I, -,8 201 289 11G 111,111 j 2fi1 '� 154 �90 �6 4 21,9 ­2 �1,0 n I �60 �9 2,�6 21"1 1 -14, 16 1 201 1 G 181 ABLE 6B F— im S� K,Via�? 5fl 11, ss 1_j 9112 St ­1 #12 St,I S-1 (G5} S­ (GO 0 W ulb­­ A, ty 1.51 ­1 Capac I i I <A 2Anctae If 7 V I VZ' Ti vu, W11, 14 314' 1" A' I V4" 1 1/4� 1-1/4" I-IM` - 0374— tale fees 'C' ff,� 3M fl. 120 fb, 1 580 1b, a7l 1b, G&I lill' 946 lbs 1 341 Fb� m 1 7' MIn Id 1,r 0',,� a �I (f ��C, h, 1 63C, L' i 2210 870 1, 1 �1,4 : i mo U'A 0 4 M,�� 1, 0 ! t� C,p Vt. A1.11 M2 1, r 30, ­­­_ ----------- ---- E� FORTHF- C'FSE, CUP, USE `HE SAME ANCHOR PAT -FERN AND AN6R6NWLUEffAS THE FIGURE 4: FIGURE 5: FIGURE 6: H10096 I I L F�l TABLE NOTES 1) SEE SHEET I FOR INST SUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTL RPOLA f ION BE; AILED MULL LENGTHS ANEROR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO, BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 01, SHEETS 18-20- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRA TES: CONCRETE SHALL CONFORM TO AS[ 301 SPECIFICATIONS. HOLLOW AND GROUT- FiLLED CONCRETE. BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL HAVE A IIALN. SC OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .126"THiCK. SILELSTUDS 10 BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL URAL STEEL I BEAT LEA -IF .12b" 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 . & OR 410 S.S. ANCHOR,' ,APACITY ADJUSTMEN IF FORMULA� ANCHORCAP V,Ui i0N ANCHOR CAP.,_ ----- ----------- ----------- USP 7 1 HS FORMULA i"O OBTAIN � HE'ANCHOR CAPACFf " LQLJIRED` CORRESPONDING 0 AN AC I UAL PRESSURE REQUIFIFIDE-N f f-OR THE OPUNINN . WHIE-N IT IS LOWER I HAN THE MiULt ION CAPACITY /FROM THUTABLE) OF THE kLECTED MULLION IT WILL, YIELD A MINIMUM ANCHOR CAPACFY WHICH MAY BE USED 10 QUALIFY ADDII FONAL ANCHIOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED .. .�mpljtnq vAth the Morid. BundIng aft 1.250' HGA-No. 23-0913.05 pie on Data Q5/26/2026 ME. -I -Dade product Control LYN/v 3188' AE­/29/23 STATE OF 1.25'X 3.188'X .265'MULUON PtORIDt' •`C`C' D-IN-VF MULLION) .. 1.. 171, YONAIL-j /11111111 A LYM MILLER P.E. TABLE 7A 1 ' � Y OpmnmglNidth 4_ -OIUi na9^/s^pa... r ra�I i-11-)-90Op-ing._ IOC ,m e) ADJUSTMENT _ _, 17irANCHOR GAf f r 1}} (t{ 1.25 R 3.25 Rec{angr9ar Trap/T g R-e i_ (r spi ✓ (t t'., 3 , r s {:, Pi ti ng f nt, .u:, # 3 .3.: X 2 1 , r 8 ,,: ,. 1 M O .: ). ,Y I t M 1 ION CAP. 1 x AGO Alum. Tube' r r r _ z ANCHOR CRP u r mumnn 2. 0� �dT�> 31>�I sE i -.. - T ,� .Fa a % ( it (�k {; x 3 +t E i o THl "-QRMJJ oErN 6 m G ; „ t 3 - ' .p �. S _ tI i-?E "ANCHOR C;A"r't=.C#7Y... z. t ') ' 1 REOUIRFD' CORRESPONDING ? 4. rro.6 rz9 170.0 4as �1rr,.o! 744 vo.a' 41e ; var, r68 1ro.c sc, 170.0 ,..;- .1^I �.., 1 ,i r'; I„�, i ) GAA: ACTUAL F•ttrL„OGRE-. I 4a ,n voo Iae 1700 524 �170.0 850 1100 58, 167e' yra Ir,1 �..630 +461 vfs j(j nz6� ;6 'I"" n,& 1.,, , f a1, r,, at. 1, ,; ;>:> r.: >, ,a �.. I REQU!RFR1....';" FOUR THE scszs�o s7no 74i 170.0 'xis µ, 170.0� 8<x1 t7eq... �'� 1 1. }_. � 4 � i ,�,. � � s<:- � ,y, � ,r.-.� -r � ,,r ��� � � OPENING, WHEN iT!SLOWER 2...____.I._..__ n" AI VL/ SP00�. 594 5319._. 'J2 f-.cS !9 i;i 52 ,S' G ✓ '12 ,;� _.._..._m !! .---- _ .... 2.._.. j _. .i _.. 8,. 3 u __t ,> ! THAN THE MULLION CAPACITY ✓tin i76.Q 79! 1700 612 1615 869 170.0 691 a1125 869 1111.1 'e83 'its 869 1411 663 1030 WO s C 36 "A' ?£, .,, e2 a,6^, Jam` z` 2"`" ._4 °,. (FROM THE TABLE)OFiFia t :i1 11 -* --- - f III 60 143.2 746 153.8 634 119.4I 746 1323 620 i� 02'3 746 117 8 508 19 `r I.. 746 SO/ 8 .>99 /9 G 1411 0 6 "., 71 6 141 CC I 9 � i 71: ,.s , 3 ,<,;.. „ 16 £ ,., ' „ � � SELECTED MULLION. IT IAIP-L � ( �� � � � f I ,a J Es 1 ! 7 --- -- y �_ { C I ( f " != csa 1za.7 6r7 'sa.c .,ro 103.1 671 11s.z t 8a4 671 1oca '.�._>;, �... i 6r �sz 5 .., ;7 1L rs< ,1 -,c $ YEEtt}AhdINfM1AJ.A ANCHOR { I co� . -to 1ws '1r 1t4.1 ((�: _....., t Ir ,y-fi '1r :1; ,a r; '" I f ( y r 4 t t i CA,PACIT( WHICH ttP:1'Y BE j j fir. tU I W, p� 891 611 316 5 n ,. ! ' ) „, Y �, d # E € ✓0 .. !I , '1 USED TO QUALIFY AUDI i PONAL I ( l O 72 n 82.9 >18 81 1 4^,v 69 +_ 5'8 (4 2 440 ✓9 2 65 < 432 8 p j 4 I I ! ✓1_ „& ,r. > ,., f' I -1 ,r - C H R t "" IONS FROM ?: i£_ < t �= 76 rn 70.5 46C /3.7 4C6 Sfl.7 466 ii26 39L 1 ;0.3... 4'0..-,4.6.. �.. 350 44.1 I... 46✓ a3"4 ).... 38, ,9.i AL., t .. ,i 11„ d 1 .. i �& „'. ) 4',. .,, r=s`,� H OR CAr'A(AT� RI % S S ✓� , e. � r rr�,. 715 G5� 63.6 391 A3 4d` 57r 37 4£6 M4 506 37 0 41l Tel e32 11 3 4J.4 1143 8 295 y .. t. 331 1711 28Y"? I. 3l L y 28 1 , i... "i 2 >,E 19 1 1Gfl A 24a 21C 26 $$ _- 98 n Q 1vT 1.n9 ) t 20 i ?9 ;U'f 2 6 L, b) J9 C . )b1 ) i1 4 9 3 s 9 n i o' 1 2' Y 1: tr ) * t f 1 pp ITS lI Y� 1 Z6d 1� 2. 13U 21 20, 1/ � 230 iR 101 114 �.. U �.. �I (I t({ 4t d� z ^� t 1ft} 4 i i ' n 226 258 231 iJ! M189 lib I 94 9 t6> 19 iht 191 4 id bt ) P 121 P 119 i8T 18.2 110 140 t8 _ P c _ F LU Cl) _ _ _ :E .{ tfJ 1 Lo <._ z.. TABLE 78 0 m s �f xr 3.., c (44 rrr n'Mu � o�1nru ( a AFtCiYOi / I 3/18 LIoVI it 1l 0 N II r f/ t 1 3/ N II r } Pl a( I ! t I -- Capacity ,,„31 {ibS} E=dga { } 2 ( - � Em6etlmert {rz,j 1 3l4 � i 3J4" { ^ 314 , 1 3rA < 174 { 1 1ee � 1 r/A 5,4 t4 1.174 n ns I 2A F ca.i M ONSt 11 Oft 5 P31} 3 i C s 4 �b ) ,ir f (s 4 A h @ I W 14 O / Sta tl d { Off c p {F j J} 390 t ) III k I ih / I// 491 ( f M1li/ ( , 41 ! p i U G 1 () S/ f 623 b 1 , s t . _ r i i (. p F 1 >r 15 b I i, , 9 I ( tiIn41 w .._ t L _. _ NOTE: FOR THE OFFS -ET CC,P LS T`4' SP a, c Ah1� i 1R A I F N ) N ) A1 . NG OR LUt AS _ 1P V R-D C, tpf. ( PRODUCT REVISE as complying with the �3sas€du TABLE NOTES: _,. 2 G ....: ? rt"--- h§ckA• fl# oeS 23-'091'3.E3.a ,...-j 1)S ERUSE f1 FOR, INS "`R (t� ONUSING ,y., / ) E, z3., ,,-;i „h ,..;,•d Y��, C �jl,zr .��� pxp rak Y3^'t J 1231��2C I)t I ON LOADING. SE- SHEET; I r C a r..E 1 aF 1`d� tC �r� � f� l-Sj� f S fk (S ffJi 9 E X D.d. &�P%bd-t �"i-c.ft.i f 13 ....1 2) LINEAR INTERF OLfi ION r n L F f; , C :, 1-7, Ji- t (' �Y' !- t ., t S _.. i iCURL ;4 _ 3' UJLt ICSN ANDbit1L E(-N t r l J F t t t t L 't C_... �� j ! SYrfPFTS 1fS-2E1. HOLES F"7 1"U BEDRIL T i7 6 t ,. ' ANGLEOWN ON 5ON,'N J F Sifi"fi1tk-:-S 42 z:i r izo S ;.F ffu c, C... CUPMUST� � BE USF-kz ✓ ✓) 4jStiBSlttAiE GO2CR'(F t11 £;CPtCSzti ( A('! s `' t i p r ^ 3 � � a � E76ar IN PAIRS, GROU FSL1 Et? GONCRE f n OCK 7+ti (C i .__ .... _._- _._.-- �� . I _.. ._ 1/{ il> Sir - FlGUR 4: FIGURE U: '. C,RL h, HAVE A U{N SG r3 tJ >. E �k 6. VINt F � t G ✓ � �� STEEL GRID. CO BE A erE"N s U.L /.,. r s* �' € � ata ,. __� ..... _...2 ( I [ TO BE P t LEAST i`5 " F` K F 3s, to t't.,.� C / Y'' S T r0 dYl ti 44 F3*;Y0 c} (E'h `5=F1 rf1F. -r � C+ 1 ,,, 1(r a,i, .F .i i,U., , ,f r _i'X X S S OR x W S.S. ' � r', �„'''1 ;ftf hi�ui,cR O 'Jtt � r1 ��t~r�r�r.� . , FfEi-D-?kULtc£)a_3sFd; az�i 4t�.,.E1 -)'UNITS I A. LYNN TABLE BA Anchor 1, w-, �m Capacity 21 v 2"12, 2-1c" 0 48!1 i 0 03 24' 3mv 1 1 1-111 1 V4` I C,(, I 1;p (hg C 16­0 . MOIL18.1� fb, q1L N/A NIA1 NA __ __ __ —_-___L- Loy o"-z CLWJ;SE !HL SAME ANCHOR FAFTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES 'I) NSOED SHEET 22 FOR INFORMATION ONDING. SEE SHEETS 2-4 FOR GNERAL WSTALLATION METHODS. L.LOA 2) 14EAR fNTERT`OLA UON BE7 WL EN MIA1 L ENGTHS ANTSOR OrENING WIDTHS IS ALLOWABLE. L FIGURE 3) MULI, !ON AND MULLION CLIPS SHOWS ARE NOT TO SCALE. FOR EXACT DIMENSIONS SEE ANGLE SHEETS 18-20, HCA ES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTFUCiiofis CLIP MUST SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED 1N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-Fil 1 ED CONCRETE BLOCK UNIT (CMU) SHALL. CONFORM TO ASTM C-90. A DOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: HAVEA MIN. SC OF 0_55, ALUMINUM SHALL BE 6063-T5 AND -BE A MINIMUM OF.100'THICK, STEEL S1 LOS 10 BE A MINROUM GRADE 33 AND .045'THICK (18 GAUGE). STRUCTURAL STEEL To BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRESf THIREADS BEYOND THE MATERIAL- #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1,250- 3.250' .624' ANCHOR CAPACITY ADJUSTMENT FORMULA ONCHOR GAR__,, �TAULUON CAR,_,_ ANCHOR CAR_, rJSF T i ifS FORMRA A TO OBTAIN HLIE 'ANCHOR CAPACI7Y CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER 7HAN THE MULI [ON CAPACITY ATILDIR THE TABLE) OF THE SELEG TED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDHfONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.250----4 3.2 50" 11 .624" _,___ t 1,25"X 3.25X.624' 1.25'X 3,25'X.624' MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS 8 E 0 PRODUCT REVISED as complying with th. Flodd. Building c4do NOA-No. 23-0913.05 Expiration Date 0512612026 Wa ale Pe' ct ��aetrai lll1 11,1/ tIII LYN/V No.58705 121 1 /23 tdjrSTATE OF 4U `Z,, ZONAL 111, 1] Hill" & LYNN MILLER, P.E. ANCHOR CAPACITY ADJUSTMENT FORMULA: f)xANCHOR CAP. � MiiLiiC7N CkY.,a�.=,�F =ANCHOR CAP.., USE T! ifS FORMUtl TO OBTAIN I HE 'ANCHOR CAPA CI H' REQUIRED` COP RESPOIDWC, 0 AN AS I UAL. PRFSSC7R' REQUIREMENT FOR THE OPENING. WHEN fT 1S L,ORIER THAN THE MULLION CAFAGT'f (FROM, THE. TABLE) OF THE SELECTED MULLION. IT WILL. YIELD A MINIMUM ANCHOR CAP" "—*Y'A'HlCP MAY Ef_ ~ ANCHOR ❑P'NONS FROM THE ANC,HOH. CJAPA.CH Y TABLE MR m &tYC`f4CC tl i,f 4�� i d't `; 6r� �• N,.. ) f. __.__ ._ ___ tI­ 7 L,n h Amin ( J.. n 931 t"( '� 'h -( f" - 4 r4 t 1f� i318,2 t t t m G „ 9 J 2 1 ( , ;� f %/ �u, ufL f h ' .... �-------- _... PRODUCT REVISEDNO` FORiHFO u._ with th. F!id. SWIding Cod. a �aa a�a. 23 0913,05 w .._._ �. FiOuF r �. — E. �.� _ — ft 3 N, d E.piixatwin Dat.05 /261202 S ,Hr 1 FOR INS t / 4 ON U,.,Nr s - I ?. l ,,. .. ,.- D .,' r,s 'cwa�iiazl FxcdurkW,,iY­$"_ ', si '�f% N. h�,yq.�"(t ,Ct{� I: ANGLE MINI ,:., ir7N hf3C3 �✓Jvt I')t Sr �i t ; t // / ;I . f i ( .' IfPMUSt 'o rl 5 `- `� fit £ n C ,loEi.} t hi SHEETS t C T ,,: C. �j T} E a 58705 �N PAIRS, 47 UBSTR .` : C ONCRFF S b ! CONFORM NFOR 0 tr r C r%f � r.,. PiIGURE o C c ' dr f OCK U1,111 C U ROU C`A SC OF rLF i T.___ .__..._. ,FB., f ..... ......, 6- A .,. a , l S.L 0 f E A NIIN �,. �F ' S ATr.. ,: �i : �� f/E S f E3 f s-i N s F9(5; )L XI AND ' J cfs nLEAST ,2r> r r,fe cF .y 7 , r al"°`. �r 1 6 - dfZFAt1. REvO'v,i ;! nsA> E F,4T.t_. t tF Y. Y t-P... r ti 7 �t"„ L, i / r .�. .. ..1.�> ili �tAI- ' .�S OR�`.O u.o. i 6 Y...,/„`X .,21' Jf/ _..`, MULITON A. LYNN MILLER, P.' TABLE 10A M rfkm capacIty Tabie (BLstY) ANCOR VoJidr 's3EL LF ADJUSTP't'(ECtRF%EUTA Ls'- 'HIS r ORN1,,iJI A G <> rA{.. s( H1 AN :')Rr rL ,Y cri Gt t E P€ C I t * YET FOR fI - IS LOAJER MU AN I III ��}�Pnoo ,R M o €1 LU SEE EE e E U to .€"r'a°il i 1 ANCHOR LAFASYIY WHICH MAY BE / ,t.,,. .. ,.{ i .x fAl YA.UD4TtO vAl j t,Ci-„2€<ZCHOR <)F.:'r.CIT`SASJ ^_ HE f3 i- €LN3: ., 78/ i 6 �,0 „ {�© «Col �t t i / a l /� i i i € • F 4 - 3 v �I ,� E , s ar,z ? I� asa �� L,! (' 8' ;' 0 236 1 f /Y/ 631 f E 1 r „L ( 1 t./ t.➢ P r.5 .+ t 5.6 46 'r2 137 a... 165 ..- k ° TABLE10B r.o f ' tib�I : • ., •';•.' ,{ l t.:. t J(I. - I � '>a S [k[k M b f n9 kllhe # Olb�•,• 3, (,c 4 4I i ) 0f N/A 682 IIIl lb_ 20I € .'F I s 1 1111 h✓ / tv iIt 680 it .. ' ,�..( r•, >f ', .. i-,.. .�, t Ib ; f `w (.L<ib:, t0327 2 i,.... 0 : ,t. I�f "./ W// ^.' tit trt l / 1 '/A N: NiA N// NIA t07 t> / ; -70 NO i r: FOF 1 i iE AND ANCHOR VAL.UFS AS THE FIGURE 1. FIGURE 2:1 FIGURE 3: FIGURE 4 3 ( tk iy i _[_ A_ -A I . it _._,j i Ei ij FIGURE 1 r C RF 7: FI r I A: F CURE S< if RF. 10 ANGLE, "LIP' rJUST BE USED iiti "r'AtRS. C R E[) VALUES ARE USE "tP1 THE EXAMPt_E ON SHEE'i21. TABLE ! j0TES: v ON '.,., „ , 'E I3 , S .?!E1 , aE .:7 22 #" / R ,:,'f0Rt0A Ti0N ON LOADING. SEE SHEETS 2-4 FOR GENERAL A{ NSTAfLAT#OFN METHODS 1J LENGTHS FN }R 7F LI WIDTHS IS ALLOWABLE. F L O F MULLION C fE'S SHOWN ARE. N07 70 SCALE, FOR / X 7 DINSICNS, SEE SHi FI v8 20. BOLES 10 BE DRILLED IN .", F `,E I, D 7 .. ^'.1. DI >' _4 .t) ,,C E'S I MC . WCS SHOWN ON FHt F . S 13 20 FIGURES uNQFt/ SDGCEST ED. APPROXIMATE HOLE CATIONS, IONS. 4. J> t 6 } CR "; SHALL L CON r 2 r 1 f. d / tEC. IGA i ION HOLLOW AND GROUT -RI -LID CONCRETE BLOCK UNT iu' f Crd,.op 0.rAo , 9,, attt' 7 ,.HYI L HAVE P .A,N. SG, OF 0.5 ALUMINUM SHALL BE 6063-75 AND HE. A NIMNIUM OF 125` T i CK. SLEEL SUDS TO BE A, MINIMUM GRADE 33 Alta? .045" THICK (18 GAUGE). STRUCTURAL S"FEEL TO BE AT LEAST.125" T ICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #k12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2` X 4° X .25" f,AULLION PRODUCT REVISED Building Code INGA-No, 23-0912IL05 Exg5eafim €-te05/26/2026 By 1 `,�sarx€-Ckatie %'r�re6aasi C�zt4xua5 lt[ tt F7fi7itr. j'S L'YNN�r i Pao 58706 -� A:` e108129123�' ii STATC OF .• 4w A, LYNN MILLER. P.E. TABLE I I A Opening Width (for vertica$1-spanning muffions) or Opening Height (for horimnIally-spar-ning mu ns) 5c­ 70 80 m 90'11 IGOm 120 140 Mn T_,.p,"Tn.,'g R­ta,,'g­d, T,z I p I I R.,.t 9,fl - Trail I I -,y , R I �,I I _T,'*V1r11'w� Fz 2 x 6 x .25 L..d,,,g ­dirg L..d,,,g i L-d �Pj Lc L­,firg L-0,ii L-d­0 L­J�"'g _­,P­ L-d L-rr-G ­dn g L­c,n,'i b""'! "g T Alum,Tube Mullion 2 6 6 6 0 A a "1 2 2 a a a g 'R P5 8 P5 �5 2 6 �5 �5 5 < 1 2 < F 2 < 14r,11 42 1700 620 1700 435 1700 744 170 0 478 1700 8613 1700 606 17G U "PY 17G C, �31 C, 1 /G' oi 11 70 0 '21 G, 1240 1/1 5 1 14K ';G -------- -- - 48. �170, 0 708 1700 524 ITO 1) 851, 1700 584 E 1700 992 1700 C30 1701 0 1133 1700, 6G1 70 1) 1275 70 677 1-1111, !4'! 1 btu.,4 2 50625in 1700 747 1700 563 1700 696-1-n-0- i�i -1-17.0 0 1 W1-700 W, 1 1 0 1 j ' I I I 700 1195 M 0 7�3 17', 0 170 1- 17 0 1491, !'c J`bZ N I M!, M 0 "CC 'm c 2'cr�2 i �C' v fC 0, �7111 C 0 1986 MO 00 1116 1700 764 170 0 1 V5 176 W.3 170 0 1434 170 0 837 170 0 1394 170 0, 1 856 170 1700 7 0 0 2-S'­' 1 �P) :Min 170,0FW-1700 �12 �51 17P, 0 [17 r231 1701 K� 60 it' 170,0 W35 1700 701 1700 IG63 1700 791 1700 1240 1700 878 1700 74f7 'A' 1700 1 694 1700 1 91700 IM 1700 10.a 17C 1 2125 170 0 'C 3 11 i, t, /479 170 0 1 C 63. 171 �1:1'1' 1701 145 17,11 1111 170� 1,1 1701 1 312 1711 W) 11111 1111 1 M 0 10 P 10 r " 3 17C 0 1016 A, 4 ice'22� 6 66 in 17 74 1700 /89 0 1169 1700 90 1700 1364 1700 1002 1700 1558 1700 1086 1753 1700 IISS 170 0 1948 1700 1210 170 0 23_-� 1/ 0 �2i� 1101, 2i2l IN" Pi 72,n 1700 1013 1700 878 170 0 12T5 170 0 1009 170 01 1488 11 ?G it 01 17CO 170 0 1228 170 0 1913 0 131 S 170 P, 2125 170 170 0 00 15TO 17C f3 it 00 1M 0 1704 � M 0, f32� 17 0 G, Mr, 170 0 142� 17'� 0 , 2212 V'c" 1 2r��2 io 2 1�22 1700 937 1711, 11-0 108- 17 76 in ITSI r 1 76,n IM 0[1 1 0 9 17001 2072 1, i 7 , J'Z' 2�'� 171, 1 0 67 ITO 0 IM; 170 (1 11 � G 170 0 1611 17C 0 26 7 �� 0 1842 770 0 136� 1 iC 1, 230? i(l' 1­1 1 ZC C �cvl� 90,� 1700 13,28 1700 1114 IM 0 1 1591 170 0 WS 110 i; IM0 176 1 1 1118 212�, 1 M10 f" 3�­ 1,1 3 It, 96'� 1700 1107 170 0 1232 170 1760 170 1.31 P70 P) 1983 1 "10 1�2� 17"i 0 A'�7 17c'] IN', 1 0 5"'�' IC�,52 17i� 2�1 108 in 1700 1,M 1700777 700 1403 7001 liiI3 17 0 2231 17C 0 1 /C 0 26��:; 110 G 2(1?8 1'�' % III n 1700 1638 17 00 1720 1,'0 ri 2293 1700 193� V0 10 21,V� 151 11 W�2 162 i; 2211, 1! 2­�2 !I' 'P'� 21L� W 2"G 21,,� 1' 2 1 711 (1 'IrM 2621 2 1� Jr P 17 00i '8"� iP, 2252 1 0 22��2 99 3 11,7� 7 M,' Ii'-' 22 4,1 2252 15991 1991 M W 2 Ic 120 1, 1700 1771 C' 11' �7 7 2252 141 4 1 1961 I�G 2112 11� i 19 15 :j 1M,n 1251 V,64 12681 1445 104 42�' 4 15ii�- GI IrP '131, 72 IV3 62 4-, j NOTE: FOR THE OFFSET CUP, USE THE SAME ANC<"R, RA f &IN AND ANCi I VALI , AS' : Hr '_' f ANDARD, CI P, FIGURE 1' RCURL 2- FIGURE 3 1 GURE A FIGURE 8, D­ 7P 41 0 -9 i 'T i; -1 Tlj�jii FIGURE 5: FIGURE 6 ..CURE 7 TABLE NOTES S _1L SHEF P ON NK � fNl� AN Si,� OA')ING, SEE Srif T 2-4 ('Fii RAI :PIS: A i fi 2) LINEARiEUDUS-RAfln�q VMLL OAAL� 3) MiJi LJON AND MULLION ff'S C ! '8-2i3. HOLES TO BE DRII N' R[ I-D [ '4SIO"NU-';"S' UIN C I STPD, A--' Z0Xi',A,'A � T� 0('C,rK � f i - S 18-20, FIGURES Si4UVV SUX,f �_ 4) SUBS'FkPU-ESCONCH, i I- R rCON! ORA 14 ("� "_,k; �01'-"S 0i" CONCRLIE BLUCK UNIT Pc;P,,.U' SHALf 1`,, ALUMINUM, S1 iALL uE 60623­ T 5 AND BA VI �K ,� 33 AND 0/ IH CK H8 GAU��i_ ), �3_KUCIURA, STILLi, 0 A Hi,"K ,N,, A��f, L I I I ANCHORS INTO METAL SHALL t X rNP) A ��AST 3 S( Ri_'N "t}, ANCHORS INTOWOOD MAY BE SiEFL, 18-8s"s, 0H 1110 S's ANCHOR CAPACrrY ADJUSTMENT FORMULA: if ( -ANCHOR CA-R. ,(DP,,)X ---iii WULUON CAP_- ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDiNG 0 ANI ACTUAL PRESSURE RFQUfRFMEN f FOR THE 0;1EN'iNG','AA!EN FF !S LO'6T R 'THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECI ED MULLION. Ff WILL YIELD A MINIMUM ANCHOR CAPACI TYWi HCH MAY BF USED 10 QUALIFY ADDi IONAL ANCHOR OPTIONS FROM THE ANCHOR GAPACi I Y TABLE PRODUCT REVISED .s complying arch th. F2..63. Bedding Cdo NOA-N.' 23-0913,05 Nn, EBTPI5 44! 'n . ......... . A, YNN 'M TABLE 12A _ � c C.pacdy T 6 is (keir tt r _ _ ,� €ICJ ° GP?AC TY > } O rI Af ;t , ". f >r frr 2� r s N. igi i so,a r ,} m r ' ... ,. ADJUSTMEGI FORMULA DE �i r.zfiiA n(,)rJ .Ltj ANCHOR ;APAC1 I n`} e L IF:vt 6 OR, sic _ co { O (MNG VV"E EN IT IS LOWER R TP E MI—J CAPACITY Af l CITY , Uz c "I ROM I f ' .E ) O : P{L. j ON r . rs o AlINVIN AN HfR ` r w G ii i33A�t Y _ DITI NA1 D [L - h i L D A? OR OPTIONS F ROM p e } o� wY63R DAPA.,,TY �iil � ` - 1E �[ `� c ' ' ; yc " _ u „ o. i 0 11i 1 4 ` wOf w `— 0 X 1 ir,,a , irz 6 ( 30� ? ' EJ (0 E r , r I � DL -TABLE 12B _ --J — _ �— j3 uO✓L j r�s fu n n cn— �m l.': t C i, Z f 4 R S .. / `/i � 3 0 2 112 _ � ' �.' ., `r Y 1 ( .48 4 S ✓, 21 ' 'm / . 1/4 'i 114 } 4 �S( 5 3Yd P 3 t Is, r%b € ih1,h ShS t�42P tl ... ,x /... _.�.. _h. ._. .,..__�'_�... �. `l( i. _k�. .Nf4__.. J._ 111bs t3L be SF361x PRODUCE REVISED FIGURE 1,i rssastgx€yIng with th. Ffi.Kda rwiade : CIA- ate 23-0 13,05 i is I r ,c} r rtti tv FtsJ ^.f=,�,.� L; a UEi. a.. , eE TAR! u AND Sf 4f _l" 2"i Ff)F£ [pdFORMAT€ON 6P! 4.OA6ENG. E.pkratian Coate 05126/2026 E t € 4 HE F S 7 4 FOR GENERAL REAL INSTALLATION METHODS. ...� i FIGURE 2: �r , ;4tf ,Y . .. ?;:'{3 F....., 4 t t,Ct:..k A?Ui.� . E iPC7, �-{S ANDtOR OF"EFNFI€NG V'd€Cr tHS IS ALLCJWA.SLE,aazca Product Ctra# (( �---� i 1, .i 1O 1 r N i ,r P OWN AR A01." Of ,,:.E. FOR EXACT DICdEFNSIONS, SEE SHEETS 18-20. j r t.S r i t i. r h r L: r i N F0LLOVV1 G C3 rAE NS[0NAL RESTr ICNONS SHOWN ON SHEETS 18-20, ( ti�� `{ LYN/l 13i it fl K l Rr H sJ a,JGG EFO, tt Pr`tOXIMATE HOLE LOCATIONS � i °i�-'�NXGENS�S' <' � - }— P` 4i P,S s RP i E S. CL t CPF E S#iAL CONFORMTO ACt 301 SPEC€FkCARONS. HOLLOW AND GROUT -FILLED 3.25� ,' No. 55785 FIGURE 3: CONCRETE BOCK UNff (CMU) S!%W I. CONFORM TO ASTM C 90. WOOF` SHAL€.. HAVE A MIN. SG OF 0,55. � _ '>�' . •c � e s � a � L .:i )€r f .. 's r iV 3 E r n t L J i tj� tjr' 1? T i€CK. T t E STUDS TO r3E A MINIMUM GRADE 33 � �- -,r I v ! : , r 2 r i S "C c "0 F T -AC 125 .. 11iC.K AND A36. ALL A€VCH0Ps WTO ,--Ty .<, c� _ v.IX } i 30, BAY / ;- �8/29/23 J , 1._ .t.�L / r_ t,, , e. F„ i . SCREV f HRLADS BLYON,) F#-�E MA E rRiAC #10 &# 12 ANCHORS SNTO WOOD MUUSGPd 1 � ".��+ `• STATEOF .•l��Li'-ti k MAY BE STEEL, 18-8 S.S. OR 410 S.S. F<bRtDP..•`'�.�` -� . ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. �t ltttiSZi1�1� A. r YNN MILLER, P.E. ANCHOR CAPACITY ADJUSTMENT FORMM�_ x_ MULLfUN -ANCHOR CAP.„ USE THIS FOWULATO 0031MN - HF 'AN�F�0 _ R CAIACJT iU,QARF1T' (�ORFIESPONMI,(� iG ANACIIUALPRESWRE RF'QUIRFAAEN r FOR THE OPENflNG,'NHEN IT IS l .CIVIER THAN THE MULLIN 'N CAPACil (FROM. THE TABLE) OF THE SELEC i ED MU LL i i- WiLL NNFLO A NNMNIUM ANCHOP CAPACITY I'M icl I WAY BE USED 10 QUALA-Y ALAA i i0`4AL ANCHOF 0­DONS 'RoM, If� ANCHOR, CAPACiTy TAW KWAN n% I PRODUCT REVISED FIGURE 1: s c.mplyinq fth th. FI­W. B.Hdi.9 NOA­No� 23-091 , 3,05 I�SFE, SHFEl I FOR lNSTRU(;fl0NL;0N J'�NG, -HF 'AR� F,92 -OR �N[ U��'�IYC[,,,,,,%, 'jA'),l',,,3, Ei.Cd. xpk-l- oat - 0512612026 -------- SHE SHEEfS 2-4 FOR GENF RAL INSfAl_�ANN)NV,,� By '_ `[CURE 2, ...... ........ 2) lNEAR W'-._RP0DlJH0N HEl NM,11­ f LN(IANDiOt j NO ✓I �,,SWli �_XA�: D WAFNSIONS, 2 3) 'AAAK-AN AND WULUK N',,�� �­S 1� A Dl tt (d, RAS K,;k 01 Wl ON, 96705 F K.,URE 3 (X)NCRF_Tf- Rl OCK UNR {StAU) SHAt CON'FORM, I-0 AS M C f�10,'/,,,'(_))D SiG X 10, �T A VIL, S�; M UrRINWl, tFt4 BE 606AND Br A WNW! � "ICK, Rf ANU,04LHCK 118 GAUG14 A;_ S 1 10, HE A P, 1,CKAND MI,fAl SHAiLEXi�NDAI Lf-AS! !Iq. A0,-' B'­ "I'll �22 Is , MAY s, F 1 ��4i f) B, 1, S,S� (_'A� 41 S,S f -40RIO- ANGLF:,A.t�, i /0NA0_,,, /y Cif it , A, LYNN WLLER, P.F_ 7// IV M FRI W//, "N P11 50" 21, 3 "25 cN 2,1 ,Jim TABLE A ffl�' is vaiuc- {in} Fete !Aufflow. LL W A i z co 1 1 X 27E' X B 3 WE '375 Aiummifn Y, 2,75" X WYVUi I I(', Tube Mullion Df �4 I" x 2 75, x'c'Sol L'I"M I lor", 1'X 3A2E4 XE"1'A1J'-! �ON 1 25" X 3A8,1"' X .265'MULLION �063 7 6 ALUM,! 6�,1631 16 N UM, 6G63 �6ALUM 6063-16 At UIV- D -.—L—L —"' 'I — 1 W x s� clioN X Sf CHON X-SFC-HON x-SEC i KIIN A I � 3 12 X 2,75" X I ca z C, D 0 ON L 125' 65T A25' c 0, 4 76 Al,sir mul,,, L z I une Mullion Rj 6 SGJ T �11�'� DDP 2X5 ANGLE CLIP 6063 T6 NUK A j 2,0001 X-SPc i 1'-'R 2 A : 25- Z00011 - - - -- I " X 3, 125' X r B 1 2,637 r U-CILL, 500" Alum c '063-T6ALUFN C 0863 Tubo, Mull X SECTION Z z A 2625 F- <c� co gc U) B 3 D� 262 2"" X U) 740-1- 0862 XT 215" ED 0 M: :i �UTHERETO 375 D 1,762 -j REATE F-CLIP, SFF .371 MIN, N < 0 KfuN. DLI AIL F, SHED] '4 1 .375'MI z .338' MIN. i4 - - - - -- - - - ---------------- hi A 6063 TSALUM. �'j J 2X5 ANGLE CLIP IIITOPMEW 6063-T6 ALUM. TOPVIEW STANDARD CLIP "'.-0 ORHIOLE MUST LIE WITHIN 1HE 6063- M ALUM, CENTER OF ANCHOR DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE N'ER OF ANCH0,R 4'0�Ll- LAMM L IF TOPVIE:VV ANCHOR O.C. I-A&fANCE. MAXIMUM ANCHOR DASHLDBOUNDARY. SEE FC'E DMA&ETER ANCHOR DIAMETER 1/16', NOTE MUST LIE At'-CIS� 5-1-7 FOR I HE ANCHOR O.C. z WITHIN THE DASHED F . HISTANC MAXIMUM ANUiORHOLE BOUNDARY, SEE DIAMETER: ANCHOR DIAMETER 1116`. SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM PRODUCT REVISED 375 " ANCHOR HOLE as c.mpfying with the Florida DIAMETER: ANCHOR TABLE B Building Code .375' MIN. --- PGT P - art # MIK D AMETER 1/16". nr 23-0913.05 MullEirric ;ion (shce") Expilmflan Data 05/26/2026 rf,.ffl.n Std. CHIplOff-, CTlp U-Clip Angle Clip 'y X 2,75� X 37 6 OF 66611 EM 1120M 666245M 666513M -Dad. Product Control __ .. Miami F 4- X 2 X 6,r, (8) "s- 666246M 008 60M, I i ' 61114 6661121M 666514M 6661,116M 66611110A 666242M 666515M 6Eif,37M, D V x 3 I2!�' x 1; IT (9'j \'A":M LYNN -- - - --- - ----- ---- ---- 1,25� X,-�,188" X 265"(12) 66641 6661117M 6661113M 6662441M 666516M No. 58706 . . . . ............. .......... ..... OFFSET CLIP NOTES: 6063-16 ALUM. — J,8/29/23 Z7 .12 1 TOPVIEW 1) HOLES 0 BE `DRILLED ED IN T' L FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. STATE OF .74G'- j�ZORIVI"," 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS A ANCHOR O.C, DISTANCE. 7 /110NAI- 111111v 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A. LYNN MILLER, P.E. 063 3as a > q rt I �- � b 4 2.Ei7.5' m.... ;25' eE? N AR CUP �I 2.1125" � 2X5 fa£S�LE. GLii-� }"� U-CLIP 2.0£7t}" .125 Y ( X G-f G'101 f 'r - - 6"3 TF ALUM, - - _ _. ((f 7 E063-T& ALLM f i C�i € X-SFI-TI SN i2 cti .125` XSECTION i 125" 2S° r - / I _ Ld < LIJ j�J 37 } /j/,�t# CENTER OF ANCHOR HOLE MUST LIE WITHIN THE '-f Ui P... SIIZTZ/11 } .12J `. g5:� 9 .1551, .. 375° DASHED RD.C.DISTANCE. SHEETS UM ANCHOR. � co {. 4 HOLE DIAMETER: ANCHORDA4F-= - fig' _...\ �, � �� ANCHOR � At`X3751 4X 1, 4375" rrcr 5,500, ED ' - - f C3 I fJ) GUI HFRS 0 Lij E063 6 fl UM, U G l (+h. 5! €,! UM. 3 2n 375• 375" {� F _cTI«rasr N x G 3�5 _ elzSAr+ Ff Ir, 0rra. tI ��€ `viiN. - DElAA F Li 4 - f i x sF } w A$5S ° r r ? nA7,' �- 1 250 _ {.. i.�.. _ } a i € t r ,:...? 375" GENT ER OF _ I t ... t.. .._...1 i 373' _ ..5 r� rrzzr J , ,.... .� ..... I� ( ANCHOR V KA P�d � �� CJi . (( .�1; €,7ri /j. fFY - "GfrST E 71LtN€r.€ ;HE DASHED'' f < BO k4 3AH f SEE `D t ( ' ( - HFANCHOROC f F l PV r _ , DI TANCd - i s 'LI 0 s.25o° r e' �� 7 MAXIMUM � 3 i , n 3750" } A(*dCEiOR HALE CJ l 0 � DI AMETERR: 3 - [[ } _ 0DiAAEiEr. rt?F 24 ¢ �I 2X5ANGLP CUP fj/ 97A" r r r e STANDARD 2Y'7 13P i , r' A 61at } } fti' ° ✓ K d 6A, 2 S F J417. s.1 t'o1. TfJPVIEVf 3 r/CeN 8' 6' I"` VlllMN HEDAS OU , :II. 'C7F Jt>=W 7 x s :aR r.foe x 211,11 x >z ° 3€a F , 'A BLE Cl TABLE C, C01k, MU , µ,?X.B2A' .:9e :; LN '.l f —D3htCE.hViRX(3PUIVPN7E"N1 i- - _ € STANCE. �') ttdF i3 -[4te; d/d3 1 {i f Fo, I 7 l X,tC,iON X5f O^d ALUM, -� F j-3 87 i Yi X � I 6 / A r.� H 68 A. f ,"I""', I - r 8 ,A,. 2F> T _j .37 } ......_s , _ X4 - - X y - ____. __.__ _.. _. t f t ... Y '__ PRODUCT . _- i E � �` Iiljlj7((( �----��- �-. d 7%+m4'x^x5a. 7= z d i ( _ fl N3¢ A ffi i) £i 7 , R a.. 5S,2a125' 2e_. i I 7H i � 4 Cx r xr ,ata Efr. s �_.k,._._,_,. �-.--J bey rxd, Dad. P:arsiaa«t i„sro4i .s", fi £} C� TABLE D �{ 3 / i, I " r <i, � c . i E 3 _ r ,n, ,,.:il..t ..> ., X jjjj ` 3 (P7.+ AI_Y tN Pall EH. lA.l I TAB LEE POT Fa cit p T U,CN, A.gtc Clip X T X XX STANDARD C1 FP vo! Gm3-Ff Al ul" NOTE& S EE- DRP L D !N THE,- Ef, D F OLL0,AANG 15 ,7Z, W,', NS Ri �� �-Zi�-NITNS GWf-N _7 lz TEr 9 F St if- ' .S5-�/PORSU(.3GES j,APPROXMIATE HOLE LOCATIONS A90- S t I SH E E-IS ?-4 IOR GI-NL RAL, INSTALLA HON METHODS. CUT HERE TO S CRFATF F-Cf fr375" 375' SEE DETAIL F. , MIN. SHELL MIN. 4.6 " 00 1 2"X 4- X,25- MULLION 5%3-T6 ALUM, X-SEC NON ,250" 2'X6'X.25' MULUON 6063-T6 ALUM. X-SEC NOR STANDARD CLIP CI Nit, OP ANCHOR HCt VUS I I F- 6063-T6 AL UIS `ilF DASHED BOUNDARY. SwF TOI'VIDS/ SI !EFTS 5-17 FOR THE ANCHOR O,C. ANCL NIAXIMUM. ANCHOR t iCL, DfAVE N R: ANCHOR DINMETER 1116', COTHERF 0 .375" i.m3,500, CREAVEF-CLIP , MIN. SEE DE'rAIL F' MIN- j SHEET 4 i I STANDARD CLIP 6063-T6 ALUM. TOP VIEW 5,438' oul., 5 0 ci P '.X ANC F CLIP 6W346 A UM,rd A[ UM, 2 ON l tip X-S'L C f'ON mom 125' t I, W , - wc) 5 001), w SO C�l 375' fih7YQ.0 c) ------- — ------ z It, i Q 3A38' z —< 3.41 I, 38' < z z < 375' MIN. IP, 6063-T6 ALUIA. CK5 ANGLE CLIP n < 6SL�'�i-Oi��'X4"V�ULLiON,SHEE I' —D ANCHOR HOLE MUST LIE 6063JGALUM. 0- WITHIN THE CASHED BOUNDARY. SEE TOPViEW SHFE7S 5-17 FOR THE ANCHOR O.C. AN.H.R HALE 2dCVT UE DiSTANCE- MAXIMUM ANCHOR HOLE 2 WHNN THE HASHED BOUNDARY. SEE MAMETER'ANCHOR DIAMETER I 11W. SHEFTS 5-17 FOR THE ANCHOR C-C, DXJANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER , 1/16', 5.000, MK IT r] .3705 PRODUCT REVISED as comp 9 with the Florida ftilding=e 23-0913.05 E.pkafion Date 05126/2026 'y NE.mf-Vade Pmdu.t CoWt-1 5.438" LYNv ........... 376' No.68705 MIN. 8/2S/23 STATE OF U-CLIP 2X5 ANGLE CUP -4 0 RJO P-. 6063-T6 ALUM. USED FOR 2X 6M3-T6 ALUM, ZONAt-,,,,\ _6MULLION SHEET 15 TOPVIEW II/I TfIIII OMEW A. LYNN MILLER, P.E. EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD SEE srF FENS O STRATION PRODUCTS SHEETS APPROVAr C- MULLION LENGTH AL SEE DETAILS. r -7 CHAFFS 2-3 NO ANCHORS , IN WINDOW SILL 32, 32, MULL WIDTH OPENING AID EXAIIR`LE 2 MULTIPLE MULL KINS SEE DETAILS NULL WIDN-i S51FETS 2-3 I 3 ;r SEE DETAILS' eAPPRUVIH SHLEIS 24 - fiRTICAL ------ -------- CAUL EL ION NIIG`H 11 I SLE SO II-ASS, I)F I'TI, r S 21 r -CIR Ory I ION i 2-2 NINC Ar 01i THE BUILDING SUBSTRATEG KNOWN TO BE WOOD ON ALL FOUR SIDES- THE WINDOW FRAME DEPTH IS 2-1114'. THE OPEN'NG REQUiRES A DESIGN PRESSURE OF T60Atw6oS PSF. I 1 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH FS 77 AND THE OPENING S^JTDTHA 32",32,1" - 65'. REFERENCING SHEET 22, TLE COLUIJ114 USING ''P, RECTANGULAR LOADING MUST BE USED SCAN THE RAULLION TABLES PURA MULLION THAT ISAT LEAST THEVIIINDOCIFRAILA' DEPTH OF 2-114'AND WILL "AFET OR EXCEED -1f-',"R"-',_','R'-'IT DESIGN PRESSURE OF +60,IN-60.0 PSF, tF THE TABLEDOFS NOT SHOW 7H- EXACISIZE, USP-THE NEXT ARGrA �SZF. AVAI; ABIE. . - '4 8 o'd., FROM TABLE 1A, SHEET 6,"FLIT. 1'X2,75X S15- NIUI LION,I! FNIGII-I = 79', APFNINGWIDTH = TO') Mtrr TS I*- OYIPFH REQUIRF-D, H01v'jSVFR lHF PZFSsURr- S A D VAD NOf BE SUITABLE FOR THIS APPLICKI ONL Y' 'A FROM TABLE 2A, SHEET 6, THE 1"XVW-XSLA`MJLLWN (LENGTH77, OPENINGLINO TH z7G' �HAAE":--S;GNPRFSS,t-,7,FOF ".72 7;'SFPYHCII7XCFFr1S, INN PIF G OPENING AND MAYBE USED IN ILITSAP. PLICAIITOj ,G-- -1 HEANCHORCAPA"1TY REQUIR-DOF 2) USE TABLE 2B TO FIND HIE ANCHOR -IYPE, ANCHOR QUANI I�y AND CLIP TYPE REQUIRFID FOR -,:I[ STANDARD ANGLE CLIPS WITH (4)#IZANCHORS HAVE ACAPACIIL- 885; BS, 1HOiC'm -I!TV A ONE COIOIpl U"W 0; IM SIANDARD I rS F ASH A I01 !NSrfAI I`2X'; z LH LU 01 kTLV I -r 3)VERFYTHE DESIGN PRESSLRE OF- THE rcEFSrPO-1 ICO PROCCA ISED U-'ArITHTHFF AIULIJM ON SYS17-, THLOhGN P E 'ER PES�RE-SSURVLLIO E'OF U"",'A c'p'3TRAPRG[N�fD , EN�-TLCN 'r -I, , U) APPLY TO THE OVERALL ASSEMBILY.FINAL Df-SEGN PHL SSURE Ill"'QUIN: A lr-A� !HE B'01H TIll '1IUI IJONAND'NE L-NESfRAHON PRODO"i 3f NSiM I N Al'-"CORD""T"Ci Al:IH i INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUB STRf%fESAND Ff Ni STRATION PRODUCIA rO MULLION, m IN THIS EXAMPLE, THE DILSIGN rl.*-SSURE REQUILUI ONAS, uAl- I.E. SYS DF, L-RAII%ED 0 U; 12 PSI- Ai,! ANCWIR CAI�,A,/-� rl'� 1'35 A, ':KA3 .�F, F- "6C")=S24.9IBS Ui (60PSF)X -(MAY LIE USFT) r0u1uAI-IFYf,- 10 S-H,F1 scRPAIS FROM P\BIF 2R) z 7 T7 S F C) THE BUILDING SUBSTRATE OCC IS KNOW,', C', BF CLIO ON A%j U-11S A "ON"' P'-TC R AND SdN , is All Z10'..', D., p 1 2 3/8". THE C �N QUIREA A 5 DESIGN PRESSURE � Ll 5L, -j UE FCC tl-E-",!F�IR-iL(-iPtLt,�LL.rC�iI I)iNITIALCYASSUMINGTHATA "`,VDE PILI-LiONIS S,'JIDI,5E;-' _NGIH I AND A '2" THE COLUMN USING RECFAN GUTAK �,GADiNG SHAU BEUSED,SCAN SFO'+ IOLII LION AI 1-I-I"-,',L,' Fl;r-'a',,'!NAj�,�i��'�'� A2i ("I E (A " Ao MEET OR 1HENIXI ARGIPSI/I:AVA�;NEIt' NO , j f� - R) " -N-H -,'I -NO _U ric""'v, I r FOOM TABLE IA, SHEET5, ' ' ','X 2,75'X 3 -3" V�15 ­ ION N� 'JN'Gl,"ND aflNff S, �f -1,7r r RF Q'AR AND WOULD NO F BE SUFABLE FOR TT0S APPLICAflON. wi QLF47i iir Zvi FROM TABLE ICA, SHEET 14, fIAL, ?'X 4" A X(J,; D, �'f H C) <1 -r U-1 010 CIL I 001 U) FOR THE OPENING AND PAY BE US- DO -11S, r" BECAUSE IT IS NOW KNOINN i-;; IEN`,ILLJcN1 'i2 l" VP jE,1SU,: LP UM , -Hk AD-US-7D OPENING 1, I:2'� "A ', NOT L/ AS A- ASSUMED. SERIF V FHA- SKlN PRI A3UO- �E ',I P ` NO ADJUS 1 � I 0'Pr NIN'G RNA : 'VI r Y, � I I,-- Nlil'r OA 'A'DI r ANY Irr P �C r N ',rALN IA1, ; - ----------- -- - H 12" DIMENSION y USE TABLE 1,08 TO , FIND L AS.K3, IUR r N"" 1 Y AND C,E- RI-Q1.AIU1-"j I 01R E ':UNY;Nr L SuBE , !P',Ari XNNI,;� �-,AFT, 'ONCRITE 1 iFADER AND Sfl A' C 8"'rPIAL IF T'If �;�r,;J I = -NTFRED NiIHfN 1"', 8, rAAK LI ;10 LN1IN-A,N TIIE I J" Xr., S USING THE STANDARD CLP"III H A 3 ULTRACONAN I Df STANC;ANAN'('LC?'R (ArJrACIrY OP&',ll 6,S 'HERE0-�SOHABLL,T-OR WRN, rC'Q -HF H0;-lL70N-1,A BECALAE-,I,C!RYA L-',l,A-� 9,AN X4'X-) V,A?'- ""'�I WULI ION TYPF C&JLD BE N- PRODUCT REVISED I as -mplyi.q raith th. FPLond. 1) T FIE MULLION LENGTHAND OF`�-%P'O r�E:GL F 'A 7� 2 O� PERE F NO, 1 "IN US:,N'r rRAf1t,1()'I)r '%Gl ! S-Afl.0C.d. FRON, TABLE 'ICA, SH-r '4,: 1 Apr Nil", r�rl SSIJRI- C� ', �/l' xr�I-r' 2913,05 IOWA U.1 3-0 REQLJDF,* NH A FOR 'Hf AN' VVII,"lt A k E.pi-tlo. D.t. 0512,612026 2) USE I ABLE 108 T 0 HND AN'��i(' R Yr' I YAND �E RL-O�, NI-1, v q, Clr1,U',',I,f3S �V, t N, I IIS Y-AM, r� 11 J �A�Ar�,A'�,r WIDE, IF CUF 7r� A' rr r;,', 'I �H -A' ME AN"' �X �',V r r , A:4" -��S L"l Mi.ilii-b.d. PIM;,CIii� M 0)' Sll T RACAN- ANC� Ort3i,,I rIN �-J I Y AN LYN�V `dtSING3AN"';'10"- "k, A C r' :-01 1�.r Vr CAPACITY 1S 1014 LBS VPE;s ` A No8705 % /-(""7, S� F -ROM THF W--k TI' 'Ai R(M- f 3111, I "C/- 1- OWESr OF S I F SR S 3.rNi I% ON'S' Y 0' I'D r� l' I j� i A c) PIR,0DUC rs,'1VL-L APPLY C, l 0 J�-RA LSB Y, N""' 1�6 �'s 'D;U��IIS �'A 1 3 FA ACCORDANCE WITHI THE INS'A. i,A-FON SPEC!" W, VJNS N I VI- S�Ai -'1LN,-ES AND, Al s "LON 'T A, YNNM, r I XA,­L, S C,"- Rf A!AFqG,'I.A.AR LOADtIQG: 0 CIAIIIING OF VFR!'KGI, MtR I K)N S�tL (_: a V,NDOINS NOT ANC XNMM, 01- P"N A /' /'x - - ---------- ---- --- CV, sGD I-W HOPS/_. -TAt VU! ION I,OANNIC OF HORIZONTAL MIU', [JON A I f I PS FC 11 NG VE R1 f,,A'- FAUt L I' ON pljv PVI OAMNG HORVONTAL k1lULL MDNSI' 10'SANG OE- VERTICAL MULLION I 1)ADiNG OF VERTIC'M MULLION i-NM I OV HINGDEJOCR SNOz CAPTUREDORANCHORfl) 14TH IN"T RSFC-1 ING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION ONDING OF HORIZONTAL INUL LION LOADING OF HORVONTAL MULLION LOADING OF HORIZONTAL MULLION ')A'XNG OF VFR FICAi KAU!JION I pimI-- -, `V �p/ SH/DH z LOADING OF HORIZONTAL MULLION Ilk 0 A LLI [jj i (0 Z'! LU cd 2; FS1 D Lij "�)' I 0 PRODUCT REVISED as ..-Plying with Ffrida NOTES' yS.Rding C-de MCA -No. 23-0913.05 1) DRAWINGS ARE RERLSEN I A! IONS Oi Expwat' mn Dote q5/26/2026 TYPICAL CONFIGURATIONS. By _/_ CONFIGUrATIONS NOT SHOWN MAY BE EYIRAPOLATED FROM THOSE SHOWN. LYN/v 1// 2) IF _fHE LOADING TYPE BE DETERMINED, CANNOT USE RECTANGULAR No.58706 LOADING, 3) SEE PRODUCTS' S' Z—29/23 JQ/ , 8 Z� STATE OF APPROVAL FOR ACTUAL Pf ORIVF' ANCHOR LOCATIONS,• ZONAL A. LYNN MILLER, P.E. REN 58705 MIAM MIAVII—DARE; COUNTY, FLORIDA PRODUCTCO'N"FROL SECTION 11805 SW 26 Streel, Room 208 DEPARTMENT OF REGULATORY AND EC O'NOMIC RESOURCES (RER) Miami, Florida 33175-2474 130 -kill) AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEP,rANC (NOA www.iniamidad PG T Industries, Inc. 1070'Fechnoloav Drive n., North Venice, F1_ 3427-5 1" :- I ills NOA is beimi issued under the applicable rules and regulations governing the use of construction nnaterials, The docl 'imentation submitted has been reviewed and accepted by Miami -Dade County RER - llrodut,t Control Section to be used in Miami Dade County and other areas where allowed by the Authority I IM, Mg JUriSdiC110n (�\f It), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade.('ounty) and/or the AHJ (in areas other than Miarni-Dade County) reserve the right to 11,1\ c this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer Will incur the expense Of Such testing and the AHJ may immediately rev oke, -nodi r. or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miarni—Dade County Product Control Section that this product or material Fails to meet the requirements of the applicable building code. Tlii,S product is approved as described herein and has been designed to comply with the Florida Building Code, mcluding the t lkudl Velocity Hurricane Zone. DESCRIPTION: Series "ST-1-5500" PVC Single Hung Window — L.M.1. APPROVAL DOCU'MENT: DraNvina, -.,,,'o. -,NID-SI-15500 REV D titled "Single Hung Window Installation - 11_;1'. sheets I throm)-h 13 of I dated 05:15,f 15 and last revised on 071105/23. prepared by manufacturer, si""lled, and , sealed h\ /Uthony 1_� n Miller, P.E., bear-Ing the Miami -Dade County Product Control Revision ,-Ammp Nvith the Noii�,,e ofAccepwUICC 11LI11111her and expiration date by the Miami -Dade County Product Control `�o C 11 (11 ! 1, N1 ISSILE lmr-kc'r RziaING. Large and Small ;Missile Impact Resistant LABELING: ['.�ich uinit shall bear a permanent label NNnh the manufacturer's name or logo, city. state, anu� rodlosin statcmcnl, `Nliann-Dade County Product Control Approved". unless otherwise 11,"NE'WAL of this NOA shall be considered after a renewal application has been filed and there has been no chamloo in the applicable building code neoatibel,, affecting the performance of this product. J'ERYIINATION of dais NOA occur after the expiration date or if there has been a. revision or change in 6als, usc% m-id/or manul"'IcLure of tilt; product or process, Misuse of this NOA as an endorsement of any P11,01duct, for sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply c for terinination and removal of NOA, \"H, I I Section, o,' this NOA shall be c, au-s /kDX'ERT1SE,N11,1'NT: The NO.,\ nuinber preceded by the words Miami -Dade County, Florida, and followed ,!,,C exoiraiion datt,,. max, be fflspl,,,,,Ned in t,dvertising literature. If any portion of the NOA is displayed, then INSPECTION- A copN, ofthis enaire NOA shall lac provided to the user by the manufacturer or its distributors and, shall be aN For inspection at the jolt site at the request of the Building Official, hi-, NOA revises NOA No. .10-0401.03 a-.,,d cotisists of this page I and evidence pages E-1. E-2, E-3, E-4 and 1 1-5, as N\ ol 1 a aprrovfl docuntleni nneni;oned adbove, The sulbinitled documentation re\,1evcd by Ishaq 1. Chanda, P.E. NOA No. 23-0707.12 "MIAMI-DA09 COUNI Y Expiration Date: Qlaaly 30,2025 'If LOU Approval Date: July 27,2023 Page 1 PGT Industries- lite, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I T 1. EVIDENCE SUBMITTED �NDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drmvims and sections. (Submitted under NOA IN"o-15-0519.05) 2. Drawing No. MD-SH5,500-01 titled "Single Hum: Window Installation - I -AM", sheets I through I') of 13. dated 05 `15115, with rco;slon 11 dated 06'06 j 7. prevarcd h\ manufacturer, signed and sealed b� Anthony LynnMillcr, P,F_ (Submitted under jV0A No. 170630. 05) B. TESTS 1. 'Test reports on: 1) 1, Tniform Static Air Pressure Test, I-oadinu per FBC. TAS 202-94 2) Large Missile In-ipact Test per IBC, AS 20 '1 -94 3 Cyclic Wind Pressure I oading per FBC..', ]-AS 2,03-94 alona,with marked -up drawings and installation diagram of a sliding glass door, a PVC fixed window and an aluminum sliding glass door. using, Kodisp ace 4SG TPS spacer system. Duraseal spacer sy stem, Super Spacer" NXT"N' spacer system and XL EdgeTNI spacer s,, stein at insulated glass. prepared by Fenestration Testing Laboravory. Inc,. "fast Reports No, FTL-8717, FTL-8968 and FTL-8970. dInted H/ 16/15, 061/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega. 11,E, (Submitted under NOA 1Vw. 16-0 714. 03) 2. Test reports on: 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 .3.2,1. and 'ENS 202-94 5) Large Missile ImpactTest pet, FBC, TAS 201-94 6) Cyclic Wind pressure Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagrarn of a scrics 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc.. _['est Report Nlo, FTL-7964, dated 11 /15/14, signed and sealed by Idalmis Ortega, PX, (Submitted under NOA No. 15-0519. 05) 3. Test reports on: 1) Uniform Static Air Pressure Test. Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20 1 -94 3) Cyclic Wind Pressure Loading per FBCTAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC1 single hung window, prepared by Fenestration Testing I.,,aboratory, Inc., Test Report No. FTL-79661, dated 08/21/14, signed and sealed b,, Idalinis Ortega. P,E. (Submitted under NOA No. 15-0519.05) Ishaq I. Chanda, P.E. Product Control Unit Supervisor N'OA No, 23-07071.12 Expiration Date: July 30, 21025 Approval Date: July 27, 2023 M P 1T Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05115,115 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony f,ynn Miller. P.E. 2. C_ilazing complies with ASTM E1300-09 D. QUALITY ASS1' iRANC E 1. Miami -Dade Department of regulatory and Economic resources (RER). i'.ro MATERIAL CERTIFICATIONS 1.. X,ntic.e o1- Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Tr€psi-fol,1 Ultraclear, Clear and Color PVC Glass Interlayers" dated 01/19/17, c piring on 07i08,'l9, 2. Noi-ice of Acceptance No. 1.4-091 .11 issued to Kuraray America, Inc. for their "SentryGlaslk, ((Tear and White) Glass Interlayers" dated 06/25/15, expiring on o7; 0-,t i 2. . NoLic<e of'Accept-ance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA kor their "White rigid PVC Exterior Extrusions for Windows and Doors" dated 08 1 tit,;1 7. explr in on 02,'23/1 . 4. Notice Of Acceptance No. 16-0 71.2.04 issued to I ERGI Fenestration Solutions USA, =nc . for their "Bronze and Lighter Shades of Cap mated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5s otice of Acceptance No. 16-0712.05 issued to I NERCI fenestration Solutions USA, lt,i', for their ..Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" c„te(l 09 15 It>, expiring on 04/16/20, F. S I'A'TE.NI ENTS 1, Statement letter of conformance, complying with E13C 5`1 Edition (2014) and E C 6"' Edition (2017), dated June 22. 2017, issued by Manufacturer, signed and sealed by ,:thonv 1-vnn Mhller. l'.t-,. 2. ev ent letter of no financial interest, dated Tune 22, 2017, issued by manufacturer, ,ign. °d and sealed h,, ynthonv I..,,nn yliller. RE. 17 0 30.05 3. 11ro osal o. I i-0125 issued by the, Product Control Section, dated March 09, 2016, si2ned bv Ishaq t handa, P.I/:. 4. ],'ro1>osa[ issued b-, ProdUct Control, dated 6/26/14 and revised on 8/19/14, signed by m-le (jascon " _... Super; isor, roduct Control Section. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 23-0707.12 Expiration Date. July 30, 2025 Approval Date: July 27, 2023 PGT Indulstries- Ine, NOTICE OF ACCEPTANC'E: EVIDENCE SIJIBMITTI,'I1 2. EVIDENCE SUBMITTED previous approval A. DRAWINCS 1. Drawin-'No. MD-SH5500-01 titled "Single Hum-, NX17;ndoNvinstallation - sheets I through 13 of 13, dated 05/15,1 5. with revision -'(,preparcd t-,,N C dated 03, manufacturer. sianed and sealed by Anthonv 1,ynai N-liller. P.F-11 � zz� 1. Test reports on: 1) Air Infiltration -11'est. per FBCTAS202-04 2) Uniform Static Air PressureTest, 1,oading, p,i- 1, BC� 1-,,,'iS 202-94 3) Water Resistarice Test. per F13C. TAS 202-9-l- 4) 1-aroe Nfissile finpact Test per 11'13C. 1 AS 20 1 -94, per FBC. "1 ,A 203-94 5) C}clic Wind P, essure Loading 6) Forced Entry "lest, per ,/\S'-["\,l F588 and TA 202-94 along with marked -up drawings and installation diagram ol'all PGI- Industries. Inc. representative units listed beloxN and tested to (111-11111ify Doivsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing 1-aboralory. Inc- -1 est F)\cports F11,7897, PGT PW5520 PVC' Fixed Windo,,N (Ullil 6 in proposal), dated 09/03, 14 FTI,-20-2107,1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTI,-20-2107.2, PGT CA740 Alum, Outswing Casement \N,ind ow (unit 8 in proposal) FTL.-20-2107.3, PGT PNN'7620A Aluminum Fixed Windm\ (unit 9 in proposal) and FTI,-20-2107.4, PGT PW7620A AIL1111inUM Fixed W'indok" (unit 10 ill proP os, dated 07/13/20. all signed and sealed baIdah-nis k0rtega, P.1-' C. CALCULATIONS Anchor verification calculations and structural analysis. complying with FBC5"' Edition (2014), dated 05/15/115. 08/29/17 and updated on 0'1/11 0 '20 to the nexN FBC 7 th Edition (2020), prepared by manu-facturer, signed and sealed h\ Anthony 1-ynn Miller. P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of (RER) Regulatory and Economic Resources 9 P I t" 7 [ _ L"', /?,Il j, Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 23-0707.12 Expiration Date. hily30,2025 Approval Date: July 277,2023 11GT Industries- Ine, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 EVIDENCE SUBMITTED under previous approval(CON-11NUTED) E. INIATERIAL CERTIFICATIONS 1. Notice of Accepuince No, 19-0305.02 issued to Kuraray America, Inc. for their ­Trosifol®R Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice ofAcceptance No. 18-0725.11 issued to Kuraray America, Inc. for their SeutrNGIas'"Xtra"11 (SGXTNI) Clear Glass Interlaver" dated 05/23/19, expiring, on 053/2_I, 3. Notice ol'Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions FS.,k, Inc.. for their White Rigid PVC Exterior Extrusions for Windows and Doors, apprmed on 03/08/18, expiring on 02 4. Noticc of Acceptance No. 18-1217.15, issued to ENE RGI Fenestration Solutions I SA, Inc.. for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 0 ]/17/19. expiring on 0`4 16, /22, 0. (_)-I''Acceptance ,\,o. 18-1217,16, issued to ENERGI Fenestration Solutions 1, SA, Inc,,, f'or di it Performance Core Rigid PNTC Exterior Extrusions for N1 indoi-is and Doors, appros ed on 0 117/119, expiring on 02/04/2 1, FSTATEMI'NTS 1. StaLcinent iettero fconformance, cornpk,ing " ith FBC 6" Edition (2017) and the 113('71' Edition (2020). dawd March 10,2020, issued by n,lanuCacturer., signed and aged b Anthow, 1-viin \,filler. PJ­ 2. Statennent letter of'no financial interest, dated March I O, 2020, issued by inanulacturer. si,(.aned and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TT issued by the Product Control Section. dated January 10, 2020, signedt bN Ishaq %Chanda. P,I G. OTHERS 1. Xmice of Acceptance No, 17-0630.05, issued to PGTIndustries. Inc. for their Series '00" PVC Single HLIII,�, V�,'hldow - LA4.1. approved on 1 1/30/17 and expiring on 0 7 30,i20, 2. Nolit"C 01_4cce7>iou-ice No, 16-0714.03, issued to PGT Industries, 1nc.ji)r their Series d Hung PT`iritloii, - L. _A1 L apj)roved on 08/18a /16 nd exj)irin ng o 500" Pk"CSing,e g 30, 20, Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 23-0707.12 Expiration Date: July 30, 2025 Approval Date: July 27,2023 PGYindustries- Ine- NOTICE OF ACCEPTANCEI: EVIDENCE SUB.7NI)TYED 3. NEW EVIDENCE SUBMITTED A. DRAWING�S 1. Dra,,vinoNo, MD-SH5500-OIREV D titled "Single I lung NN'indoNN Installation - [Al", sheets I through 13 of 13, dated 05115115 and last rep iced on 07 '05/213, prepared b" manUfl.lCtUrer, signed and scaled by Anthony Lynn Miller, P11'- & TESTS (submitted under previous approx al) I. Nolle. C. CALCULA,rIONS (submitted Under preN ions approval) 1, Nolle, D. QUALITY ASSURANCE 1. Miami -Lade Department of Regulatory and Economic Resources 0U-11-1R" E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 19-030-5.02 issued to Kuraray Arnerica, 111c. for their -TrosifoI®R Ultraclear, Clear and Color PVB GMass Inter lavers -dated 05,0() 1 ca expiring on 07/08/24. 2, Notice of Acceptance No. 18-072,55.11 issued to Kuraray America, Inc. for their "Kin-aray SentryGlasc"` Xtray a (SGY") Clear Glass Interhayer" dated 05 -23/19. expiring on 05/23/24 3. NOA N'o. 21-1109.04 issued to \v'ision Extrusions Group Linnited. `or their -White Rigid PVC Exterior Extrusions for Windows and Doors", e:\piringy on 09 30?224, 4a NOA No. 22-0104.04 issued to Vision Extrusions Group limited for tiieir "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. 5, NOA '.No, 20-0203,04 iSSUed to E-NEI�Gl 1--eriestration Solutions US,,V Inc, 1"Or their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/227/20. expiring on 04/16/25. F. STATEIIEN,rs 1. Statement letter of conformance, cornphv;na �Nith FBC 7" Edition (2020) and tile FBC 811 Edition (2023), dated 07-05-23. issued by manUfaCtUIV1% signed and scaled by Anthony Lynn Miller, P.E. 1 Statement letter of conformance. coimplying with FBC 611, Edition (2017) and the FBC 7"1 Edition (2020). dated March 10. 2020, issued by nianufacturer, siL,,nedand sealed by Anthony Lynn Miller, P.E. (submitted under previous approval) G. OTHERS 1. This NOA revises NOA No. 20-0401.03, exl)iring on 071301,25.. Ishaq 1, ("'hand a. P.E. Product Control Unit Stipervisor NOA No, 23-0707.12 Expiration Date- JWN 30, 2025 Approval Date: July 27, 2023 E - 5 AMDI�MVXA 2P iM�l MAX 'E� MAX, R�.V I� ADsR A;1m if�, Al V, O-E E 4 ET 3 -M MAX C� 12' 'AAK MAY X A, AEE ANC''OW" fl� S EAs 0" MAXI 0 C; HL CHI 'tAX Jr AN( k III A G, 2 f,',AA 'Al-Y BI',K MISS 0 C, 4 {XF0 VLSIBLF fGHT WIDTH 0 x E vi111 f I'll 1-111-1— — —, LAIANCfURSAI 'E X, SIf , Vfi- I p SASH VLS;,,LL E4* MAX 73f,�'KWfr­ N, Gi � LiL,,J[ S, LLGH i ED 3, H SHEET 3 :;KS�GN pf�� NC� IMPAGI RAHNG VA X V"Ok S P LP_-!N� �01 LALL]S- & SISAL' VISSILL i AA 'I RLS 1_vl,� S� C 6 f MPAC INTACT -0-fAAX fkOhl b2 118:'MAX BUCKWII)r!a GFF SHEFTS i2l MIAX d F PAGE SFAIA J 8&9 :E(f' ',VAX 0,C, 12' MAX �d, AAX 0 G T I/ 7/8'EEAK OOJ di 31 IT, BAY, `V 'AGE A ANCHORS PER If 3tjCK AI F,", 9 11 0 MAX 10" MAY- OC x 10' MAX U C micK, III HEIGHT -3/1' PAX G C HAX 0 C t C ` AA� 1 A A1E11fi0­FYR` SHL I-fs A 6 ',2MAX t "S I N 1 0 1 1 4N I CHO I RS AT SILL t<O[CH Di ALZ, 54" SAX P1j1A ',1A T�1� 1D OTCH DETAILS, 3 SHEET 3 84" MJCK HEIGH T AS Sf40AXA MAX.) St : St : VEEP NO(CH IAETAILS, SI IFET 4 EU VATION FOR IYR FLANGE x RAMF ELL VA -1 [ON P OR `AY F IN OR J-CHANNEL FRAME 1-I,F`AATI0f,, I­(_R Tv", EQUAt lIFG FRArAF u TIC E LEVA-K N F"' TYR FLANGE FPAMP A. CONFiGURA, U, SHO',AN WI� H EQUAL-L 1TE CONFIGURATION VNi �'AL,` 0 A,', ROVIFA/ COSIRGURA- E,'1_,At_­i7L CCI`NHGU�,AT�ON 10EA, CO-1, �ci 1RA T�ONjp 7(; ANCHOREI)THROUGH THE NAIL -FIN ?�`HEIGHT SEE 1AE-ES' 'RDfNTNDK 'ONIRGURATIONS) iS:�,OARANCMO ONSPOROTHERC GENERAL NOTES: SERIES 5E00 1Sj,,iAGT RESISTAN% SINGLE I ILING VONDOW !N'G�,UDING )THE-f! ffGHVFLOCITY HURRICANE ZONE PLANE). z�kOR�B!fffG,4"NS I� _AT,ONSiB0VL.'A)'iI,1fl1, -R/HZ,THE OUFBOARD LITE (CAP) MUSE" TEMPERED. Arl"",)V. P fCfOuf',�(,'IC,",S MA:TFPIA! C USI-D , O-PANCPOR FVAI UATIONE OFRF SONTHFR',4 PfNF. A-1 M SAC, CONCRE IF MASONRY UNITSAND CONCRETE WITH MIN. KEE PER ANCHOR TYPE. 4„_ ',, IIA' /0 �j G KS L -AA f, A;� E T, Of-, DE, V f 5 'X if J�� L A fT,1: X BIUGA, ARL "P: �ONA� �,,Nl; I �s INS � /d, � F ,,, Dff,FC Y 7 0 SUBS-, RA, E A,1(-,1CT; EG,A;KS DEPfC LED AS 2X ARE 1 -1/2' THICK OR GREA1 SIT IX AND 2X BUCKS (WHEN uC k LOA� 0 � � �X -U� I ' _' A ; LETS 'NSIBILITY OF THE ENGINEER, (FOR) OR ARCHITECT OF RECORD, (AOR). SIRUC WO(A) BLIC�',DLSiGi, ANID;H­ ON IS FH1 RI-SPO 1 ­1 F QUI M[ -IT �(;""�,-�'I'l�Fi)�,�IEN"'-7�'I p"ASF VATHERIAL/�� Vl,� FIL B-1, XIIII�VAO � DRZESST�L, OR STUCCO USLANCHORSOF SUFF1,CIFNIT LITOT' TOACHIEV RF RED N EMIE1111 ORDER ON t DONE BY 0 'HERS AND BEYON HE, I GENERA{ NOTES .... .... .. ... .................... I D� 7 ANC��OKIS SHOUL D;A �`,Af �'5 �_,VF k i�7A f'V�� ASI"N(­ F OR AA I, _LSTANDARDS USED: SIPE OF THESE iNSTRU'O 11-IONS. ECIO3 FLORIDA BU11, bING CODF (FBC), &TH EEO EON E, AX S'iiMS Al"If �1� I-J`V, D," S Sr� i �A,i z.,L 5�`, fl,A S. ELEVATIONS.... L STIlDfS CAPAN! E, �V ��E"NSI-I-RRIN'G APPLIED LOADS. FRAME, GLASS &ANCHOR OPTIONS ................. 2 7) DESIGN PRESSURES: A. 1 fRSTALLATION, FLANGE & EQUAL LEG/BOX..... 3 A,NiGAf�Vl & CYCI LTF­,S HNG AND GLASS PER ASTM E1300. &PA NDS 2016 �OER WOOD CONSTRUCTION I Ai ULMNUFA DESIGN MANUAI, A INSTALLATION, INTEGRAL FIN & J-CHANNEL 4 B. POCi 1 IV`L­DFSIGN LOADS L`A`,E D ON "AY"T 1 S_! PDF-SSURF, F i M ICTURAI A CyCi E -1 f-S"ING AND GLASS PER ASTIV, SIXES. DM­2020 AZING DETAILS .......... .......... 5 C. DF-SIGN LOADS ARE BASED ON ALI OVBABLE� S1 RESS DESIGN. ASD. I - A 100-16 F -16 DESIGN PRESSURES_ 6-7 8) TH I AN H'CESTAGE FAA IHC)b'� S, (AALJ i i AVE AS,, - E, D �' A iGNFD 7 0 HE S fS, rf� R, ON LOADS G ORRE_�3f'O!A )i NG TO P is REOUIRED DESIGN I IRESSURE. T 33- 113% STPLSS INCREASE A: S B�l ID BED -10 ANCHOR QUANTITIES .................. A -OR. - E E'AALUA f ION OF ANCHORS INTO NK)OD. ANCHORS I HAT COME INTO HASNO BE N U PN VLS,� "", 0� f is i"FA'D4 i HE ',,C OAD ED RA F FAC E OR,,N/Ei; USr D H FXTRUStON PROFILES cf V,1 AC � V,1 � T Fi OTH 1, K , j �SS Al, i I Sr 'AA- __ R F', S A' L i ?A, E_E 7 T Hr, R E 0 U ffA _M I_- U,',1 � AF T Hi E F I., DR I DA B U I LDI N C CODE :-OR CORROSION RESISTANCE . C, ME I�A!_, FUSE, FRA FE I C ML­ AE;N', S-, PF r Ei ONO _1­ifGKNES,, i VLOUiREME, f111-1 S 1� -13 ­R, CUR'KIENI �_,OROA BUfLDNGCODE BAN TO BE REVIEWED BY 1HE Bill HORITY HAVING JURiSDICTnN. ASSEMBLY & PARTS LIST.- 12 W- FRVNC;FS 1 F-S-1, R'LVOR �S F �' f'-IC4 A ?Cfr1f; F 1 (;0 (A RALXJ,'%10A, DL INA! 1 1![ TRACON, NOALFLCOIDEWAI T CRETEFLEX NOA; om , • � X I I I I I I "/, f N � AGGRI7 CA �,R GO& 1';��V,`� E F. �,R j�,101N, i SV 1 �5,VDNZL/1;G i N R S, fAIA SLA CA� COAIH) PVC; EXIRUSION HOAS,l y 1111PARED BY A. LYNN MILLER \ , 070 TFCHNOLOGY DRIVE iEV L NIV ANSVVJ &PANDS 9, ALUMINUM CIE MANUAL i LE, FLA/127b BIP ....... EMLNif� TO P,, �EViIEWED BY BUILDING OFFICIAL. N. VENIC NIM,CA iLE EORESS R� O,jfR Cap I I ICE IS SF FT LDT 0 CREATE AN EQUAL -LEG FRAME. s+sd D-- USER INSTRUCTIONS: 1070 TECHNOLOGY DRIVE I � OF1 RMxNr TL 1E SEi E SPEC�R,, VlfNDOkll OPEMNIG'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. N, VENICE, ILL 34276 No.58705 (94,H48ILIP00 r---R—EG-ISTRATION #2q296 'LA SIT SUITAB" � /LN(:� KiFl-'--RICI�r'; R(j,'A TAELFS 2'OR, 3 ACCORDING TO � H,�!NSTALLATION CONDITIONS, A -- ___ __ - '-p * p Of"X"r 'HE ISO FT 2 �A 3 K PRODUCT REVISED VINYL SINGLE HUNG WINDOW (LIA) 05�!5/-,5 % SB)7/05/23 44t E �V)A, RVJP R- PR ROM, TAIDJ'S 1, Ef :T I-AUS TH-;YfL­NPRCS E "OU!REMENT FOR THERPNIKO", '­.pfymS �Ith the Florida 0, STATE OF . .......... OPENING OBTAINED IN STEP 1. 8.Rdf..- C.d. X, ""GFNFRAi-NO'f-ES&EL,E',fA.-liON I JENS ROSOWSKI 1m, ;,Lli,�i L'�­,�, fi,Ri� I ifl� Ai ­' Hof 6;SUf3SifU1iL "Ail ME1.1 REQUiRLIA'WSIOR NOA-N., I�FkQM FHISSHEEI-SEi AREMLi� /()NAL- 0 M iNISTA,� L A's PER, SHEE-, RAME �NS_AL� 'LiPONOR SHLE" 4 FOR fNrEGRAL FIN ;NSIALLATION. 71102=5 Y 07�05123ti - UPDATED TO 2023 BUILDING CODE - L No % SH5500 I OF A. LYNN MILLER, A E. IN" FEGRAL FIN OR EQUAL LEG/BOX}. -D.d. P,.d..t C..t-t D jR OPINING'S CON A; 10D f ROB TABU,' 2 OR3, ANID 1 i A AID. REQUiREfSLN N'OTEDESiGNIPF RESSURL RA•T NICIDDE FLNIANNFION'S THE SAN', P XDCESS F OR ALL FRAME TYPES FLCHANNEL, FLANGE, SIA 5: ------ NOA Z 500---NOA D RE # 58705 TABLE 5: ALLOWABLE CLASS TYPES — Frame Glass F'.Me Frame Gass .. Design Pressure Description (Listed from Exterior to Interior) - -- Ty Fes Options or gs. t ss 4nsta€tafton Options that r,:a s o Type 7"able k Sheet # t r ,e. E 3 Rt sore To 1i (rA Fit,,A) (ie Fig . - 5 718" Laminated 1 G 1/8" A t-xtenor Cap 7/1Air por< rF om ated tT n t c r 6 7/8" Laminated LG.: 118" T Exteri.r Ca(, f r A rr pr r t o e (2) u a :. 1 t^ 7XWr d i-- Pru „ystr. h 7 7fe" Laminated .G.: 3/ o' A rxt otr Ca 8 aI- S < st +_; .._ 'if rt rca ae; {¢p u r Recz i 7r ,gh aIe frame ....Mir, Gr 7 <r, c:^ir7 r „et 3,. � . min £2 �{ ff _ §Sq _ �_.. _._ '' . ' s £3n { Fro>hew n f uu A 8 7B" Laminated I.G.. 314fi'" odder Cap 3f3 AtrS e 1fl'I aefin.ted; 2 1 s s ,ito tiD:rrf .. } _._ [_. _4hro xg ./.Leek tto in Con —n& ,e, :. 2 p - C} , . �" V r LE2 d CettagePaakus-Top or the voancLow _A ..._. ...into Meta[ _ street 9 718" Laminated I G 1 6' A Exterior Cap flt As� Space h rrtn.zt a {2} L c t � s tth 2 r ., > r 7 � s, eS 3 pttr, 4 10 7/8" Laminated I G 1/8' T Exteriorrap N 16 Air Space 46 t no ate.. 12, t o 4 8i a sAh ') G r"e r,er { t � ...into 2X Wood Frame/B.cks+r sn oI .._. _. -- Box; E a Ite. Squa&Reto Box I W 11 "If3" Laminated t G 3716" fi Exteriv Ca 3f At, Space, ' r" rntt atee (2y c ,,' t ,„ ., r .,C +:,nt:,. ., _. t ( r ,.m To,, r lnrn g1h the, ramo r mto < . , dfi , r of o �t r 12 rs'Laminated I _ S _ ,"' r y;.- h 1.r r2 tadao-s..rr". of.h,"r&", I ih— r>..,,°., t st ? I r e 1 13 7/8 Laminated r — _ .. -(g- ._ .__._.} n _ .. , r o'AErtet „<a: /1 Sc s to„t2 ,r r ,,.,' " ,r '' µ uit �..i -t7 ti _..___ ._ .. .. .... ... tt ' ..._.. .,... ..... _,�... 14 7/8" Laminated f 1A' T E;terto. Shp D/11 F t cc 7 € 3 rtec; 2) c Tnrru t" Iota2X T` Pr'rmefPres.',iI < __. _ _ - _ '_tte,,. Sq,aretRect.: nPcr f;�;.. S5 7f8" Laminated, E£,.. 3t i6 .. rrter ur Cap 1f4 dr Space7 `6"-min,tec. {Zj r , .b ., ,i# ,_ .: _ € 1 r,&. ti .. ; On 1tF'rohert Arch Top 8 "r A vp o 16 7/8" Laminated LG.: 3116" T Exterior Ca„p 1f4 Atr Spaee ri 8" nmlrtated, (2) Lr of 3716 r C r -s a nt J " G inla"i y,-: 7 I i {.fi ri rnrou� h the or,,, Into l „l Pr3 Suck t,-,p , r ._ ' n�.. .v....._, .. u,........ ..___..i & Goftaga Radlus-fop 3 ( ... _ n TABLE 2. ALLOWABLE ANCHORS THROUGH THE FRAINIF of the t~nndo✓r� mfa Metal <r.t 4 option 8. __.............. __ _.._. ._. _.. ... ... GLASS TYPES 5, 7, 9 11 1'3 " n_ n h ,,. 4. ,, Min. Ede Min. 'MIN. OF 3 A 15 MAY NOT flc USED !N I i {{{ Through the into 2Y U sno Bucks - T �Grou Anchor Substrate 4 Eiia tltu, SquaretRec p hrtegral F,n m syra n In4u 7 r meet 4 opU n L. Distance Embedment" THREADS TFfE trVFrl ABOVE 39 7 - 8 C) t IC( to^+x F'C" op & ... .. _- BEYONDr yip I (#C3l [ /w .?aQnta 7o o oh 'he rr, }j to a , r' .. P f Southem P— (SG 0 56) `CT f( 13- —__ & e- p E �{ 410 Sins �. � � i °7ET 4t Sted A36' 6f8" 0 rdio o{ the wtndrnd .mto Mete .c& 4 option 8 mil— ensz I e .SUBSTRATE. ,.,...�. .._.".,"... .,....., ..m.. .. �.�. �,.v..�...�.F..,.�,.."._., "UN{ R )UTED CIMU VALUES MAY BE USED FOR GROUTED A.Pr ICAUINS FIGURE. B: FRAIMC TYPED t aC1ANNEt INl r CZAL I:D r � � 2 t. C 1i a( s z I t r, 3"Y J r P fE4'< fi ANN -A. G Ffi HEAT STRENGTHENED F PP tr D PVL3 (9b TkOSiFOLGFVB BY KUR RAV ApIE K A, Ith; SC '> yi :YCLa Q t t RY KIJRARAY _. <r21Cf+A {1iS A( ( �,,, r i of v, e ._ RECTANGULAR ( RADfULS r0PI +, � h I t/tt It r NWDO?fd SHAPES AS A6C1VE (tR V Lf 2 At -I A};'Rohr : F 3 FE°D a 0 „J t c TARO F 3: AI E OWABL!i ANCh ORS , r'O.,2 Ct_ /: Sv h R C SHA4 IN 81 ^v r ) 01N'f t D S C Y ar- Ah n n .n r?. _. ._._ „ ". P T j g 'Mh UP 3 ,, ,�s„v-..,t+Ct RAG C5ft7 r ,' „K ! 2£,r„i s . Group Rnchor q dim, c iI. # P1tn _ o- , s fxa,.tat_ E& T tl n. C Dada ca Em& Brix :° €F-YOi�i(7 i".. -- - i s f r 7i E. '. u t f N o 7 CIPu rr� �v g�f t `� nr ato s st ; Gr �4> t ?/ vL - n Ed7(> -( F St<ol, A36 3/3 0 6 ❑ ( a aer x 1 RATION 429 � � / �, _t #1: R ,; - PFtt$t8UCT REVISED Vth2°dr F J tar r ' v 3 ' s (t -f t 3 ;.,-,. ft ni t'C _ > .; 63 4 -ts ormpnimg "ith the Nord, ! _ _ .. or4"C's 5 Steol t i s" Y �; 5 6 B.flif n reds t C ) - p - P 1-k 1 P,,rT HO { t i f .. NS , 1`.` O �rs L. of NOA-N 2-07071� � � s � � < TC1�d 4 r a � n> }, r /, �.._v_�___ _......_...�_, __ _ __ _. _.._ ,_� AL Expil. on Late 07/3€�12025 i� �p[, My Ir O 4 T e .VS i Y ,FIO;L 2 5f i. { t By 7 IS r 1 CA�i.^rr:,e� iDai:+2 proeEuet Goa,=r<,. ..,. sU . r 7 "' £)`' 3 � .w �:e, -r ,,_ _ ' i NiS T AL. LA f f 0 N4 E I AILS FOP FLANGE &LQUAL LEG/BOX FRAMES i ! Ni, -I ALLAT'ON IPTION 2 IN'STALLATION OPTION 3 INSTALLA-HON ­f; R�D Wkr�U(3� f0,,ML FRAMI AND !X OPTION I ,')Crr-DIANCP NICO E 2 THIS SHFE f ANCHORF A THROUGH f-I'A13EEMMI ITT F RAM& INTO SX WOOD FRAMF OR BUCKSTRIP 1,24" MAX SHIM 1,6) IM'MAX SHIM I-� NO '1- 2, -1 MiF f-Eim-Di"I SI VISIM F SA� K IA"Di H ' -1 � IA�ANCL ANGF FRAU� 44 HfAi AW�' r P ANCHOR 1, 4 M, A T 4� :VA: n SAA1 i 41 if f �y YEE q I i "'A ryp " iOR I yfli ANG LVOV "'A 30 EDMENT DISIANCI r" k AND EDGE S__ -_ PER DX fANCE DiSIANGF ...... DGE SUBSTRATE, If UkRI 2, si _� r 2 18 E E RiOR _K` DISTANCF SEE TABLE -2, If �87 SHEET 2, XFD L' OP! SAY17, 10, i ;XL D V'S'N_� 'A• I KL! � WID 1 H SASH X kE RiOR ;'VfS;al F < LIGHT GH ,,OPT 12) NIER R WEEP, NOTC ' HES A! FACHEND. EDUAL-LEG/bOX F "DIE R' S; tOWN X .27' X 1 SRI 0 1 @ V WEEPH I EII VVICOVER /BS 2.87'FROM :�, EACH END, HASSE 0 f S: -RAME 2 EQUAL N F L E G!BOX BUCK f,,'l D I P r OR AL L WINDOWS, )t -_ONLY SHOVIN FRAME I AN(-( 1HORIZONTAL SECTION A -A , (,f , ,, JST SHOWN as 49, ROM END ANDA-1 AU�RS I Rill F Gf NIi Ill ANXj1OGS I ESTFD ON rAM F ?, APPLUA�"2V��l Wii, e IC �,OMP�JANT V_1,M[NN,V8,1 I F; FRAMK,G OR STEEL STUD. S, I i 10! t ON' F NSTF DrAF A � AN D 3F of CAJ 1 8f f S'MRS-1 RA, F PROPFRITIFS. TABI E 2. SHEET 2. DGE SIR � ANCL L 11,611 S, ANY 'A g-"N'Y OvEk 36' AXI �F iN STAi I -A DON OPT ION SHOWN I,( VAY ADDADDIFIONAL BF USED ON ANY SIFF OF THE 4�,46"47; SCREWS @16-A8" 114' OAS, 31, FROM, FND, WINDOW SHINI, AIR OR V12 STED 114' MAX, Vol, vviOnowsvvil I I 80 1 f 0M, 10' SELF -(DARSi)L, USENEG SHIM2, ANCHORSAY BE �%,'O WOOD AS Pt R TABI r 2, ADD ADDI I IONNBUCKS I LAS IA61 � 2 SCREWS (,X S-3/8' i- 1 2 Af I NoXA SHEET 2 yl ONCIDEARED 1X iNSIALLAHONS. IX �ROIV, FND cf""AN 1-112' THICKARL 10 AS NORD BUCKS ARF OPTIONAL IF UN'T IS INS TALLF-D DRECTLY TO SUBSI RATF. WOOD BUCKS DEPICTED As 2X ARE -112THICK OR GREATER. IX AND 2X BUCKS Us" 1'HF'R f"WIEN USLID) SHALL BE DESIGNED i .PCF EC f �;A A 0' zS31l' N,'[ Y TRANSFFR LOADS T" A A I �N ADD INS, RELATION IS THE-, FRAMF 90, , ON, I OCK -I RUCI URS. WOOD BUCK f kfiA& 4 HE S if CC UN, -*,SIC SHOWN Z/'_'"/­' 7 1, 1_'__3/ 11 ATt0N:65A" A0 :UIL RESPONSfBIUTY OF I HE ENGINEER rROM SASH FNI) OR ARCHITECT OF RECORD. EXTERIOR INSTALLATION INSTALLATION 3) VISIBLE LIGHT WIDTH OR HEIGHT OPTION 4 4 (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM ANCOUREDTFIROUGH ANCHmm THROUGH BEADING TO BEADINGFRAME kNTO METAL FRAME INTO MFIAL I A' MAX SHIN', ej Al ANCHOR HEAD 1 YM S y PRLPARED BY A LYNN MIL E R 1,070 TECHN(A CIGY DRiVF ok,� VNNf� ARE, ACCEPTAX� E )Irlm -1 -1 VERI ICAL SECTION B-B NO ANCHORS RFOUIRED IN FLANGE OR EQUAL -LEO F RAME VISIBLE LIGHT FORMULAS WIDFH .SSASHI: BUCK WIRT, 6 ', 2 A PXF D I 7F RUCK'01IDT" 1, T'Ii' HEK-Fif ?EQUAL -1-11 fE) BUCK HEIGH TV - 3-115116" N VFNIGE, IT 34276 - 1070 TECHNOLOGY DRIVE (941) 480-1600 No.58705 A VENICE PL 34216 2: C41) 480-1,600 REGISTRATION #292963 :7 — - -0 �/i 05/115/15 PRODUCT REVISED VINYL A'07/05/23 SINGIF- HUNG WINDOW (LIA) X05�1_515 TATE OF as '­p1ymq wRh the FI.Nd. --- -- -- BuOdirig C.d. NOA-N., G FRAMES K4- ,,,I JETS,, ROSOV1SM yj�, 12 AS`�' A L I, - 3 // IONAL, ANCHOR HEAD TYPE NOTE - LY ' i�� W F-PII-fl­ DIt� 07/3017025, 1 W105123 By A. LYNN MILLER, P.E. 5' 3 13 55 X2 Nii..i D.d. P­du.t C­t-Ii 5 00 �0��NOA D P E 4 58-105 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORE-6-TFiROUGH, IWECRAL EMBEDM,,N--, FIN INTO 2X WOOD FRAINE OR BUCK- STRIP. SEE NOI E 2, TI flS SHEET. J-CHANNEL FRAME SHO 14IN BUCK IiFIGH I FIXED VISIBLE LIGHT HEIGHT I SASH EXTERIOR mSiBLI LIGI-fl jHEfGH- AR T20' I" NFFU)R WEEP: NOTCHESAT�r_ AD END , v , 0 EMBEDMENT I EDGE DIS STANCE I YP. ANCHOR TYPE, EMBEDMEN! AND EDGE DISTANCE PEP, SUBSTRATE iNISTALLATiON OPTION 6 ANCHORED THROUGH FRAOIE IN � 0 2X WOOD FRAME OR BUCKSTRIP SEE NOTE 2 THIS SHEET 14"MAX SHIM SEE TABLE 2, SHEET 2. (SCREW SHOWN) A" lY4" ISAR S! 11M EDGE DISTANI TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DDO ANCE PER SUBSTRAJ E, SEE TABLE 3, SHEET Z. (NAIL SHOWN) I cl J-CHANNEI 5 OPT, SASH TOP FRAME L iF T PAIL NOTES SHOWN FOR ALL VANDOSIS. 1) USE ONLY wa I ANCHOR @ 3ES' SUBSTRATE APPROPRIATE FROM END AND AT ANCHORSUST" D ON TABLES 2 F-R FOLLOW EMBFCSAi-,*,T OFSHI-ET2, L �;ENI R WINDOWS ANS ) E_CGF DISTANCE LIMITS A14Y CiV ER 36" SLID- � JCN OP RON S' lAA I NS TAdA, , H ADD ADDITIONAL BE USED ONA'ly SIDE OF T HF f, ScRrWs -3" SNIILIICA`l� '3E!� FROM FIRD FOR VVINDO"AlS A/fl H IRS 130i 10M LOCKS D:T - ADD ADOLTIONA! SW r HUCKL.� SCREWS @ S 316' I-HAI. 1 �2' ;HTCKARL �Ot3L FROM END, T COTA&DERLD TX INSTAU-A'� TONS 1X WOOD BUCKS ARE OPHOM",!- I! UNIT IS INS FALLFD DIRECT ' 10 '�OOD HU SUBSfRAiF,' CKS i USE EITHER DEMC-I'l-DAS 2X ARE 1 112' M,GK I ATCA I (Sf IOWN) ORCALEA:TFR "XANDLIXBUCKS, 16, OR B01 I OM �Aj� �-M SHALL BE DECTC�,;' 7, 1, TEN US- � 1 COCK tSHF' , f 3) PROPCR! Y TRANSFER LOADS To P I . 65 TESTID UM: -0CA, !�,,N C At LATI(P' 11 f-Nn 0 (;RAR,,'HITECF0L'RcCOIll0 E H i if Li ­ ]�"' " / VHORS RI-8ij',,'D IN FRAA, I 3tViSIBLELIF;Hl 'APD�HORH�,:', il ALSO REFLPREDTOAS DAY:'�('� GILI S if ANCHORING OPLNING1 FSNU ASUL�,Ffl H,�GM I LiROJGH, F RAISE BFADOG i 0 -,EN,INC IN FEGRAL FIN AX 1) A' i, ANC� iOrZ � iFAD I YN S FRAME SHOWN 1 S� �PA I A',F ACCI P � A31 C, 2 VX 1, 21," WFir "Y//GOVER,aL28T jf-ROMEACHL�NU Viz -ABLE LIGHT FORMUILAS T ANCHOR TYPE., y" !FM I F NIST NC� R E BEDMEN1 AND EDGE STANCE PER SUBSTRA I L, -------------- SEE TAN I F 3, SHIA -1 2, — F XID!7F AUCKWOT,�� (SCREW SHCYVIN) HEIGHT iFQUAI -!-I-, FT INS TALLATION OPTION 5 VERTICAL SECTION R; A �Y '2 ANCHORED I HRMS-31-f #A INTO 2x 'J'100f) FRASAr- CIA JGK ATRU� SET I- NAIL 2, iNSTALLNI ION OPTION5 ANC�IQR�G THROUGH, INTEGRAL P'll Nfl-o 2X WOOD FRAME OR EDGE DISTANCE BUCKSTRIP SEENOrE2, -,�SSHFf i 1/4'MAXSNIM SASH'VISIBLE UGHTVADTH '\44) EMBIDIVIENT 42 NITHSASi-, N/EK3Hl Fad EXTERIOR TYP. ANCHOR INTEGRAL, EMBEDMENT ATYPE,ND EDGE FIXEDVISIBIE FIN DISTANCE PER, SUBSTRATE, mj FRAME H SEE TABLE 3, SEET 2, LIGHT WIDTH SHOWN LNAIL SHOV/NL BUCKWIDTH HORIZONTAL SECTION C '-C 1/4- MAX, FBC COMPLIANT Al WAINUMISTEF,E'F NC Oi-,STr 'T,' SHIA! MAY 8k V;�t QRHOR',VON�A�, 3� i AuBAIRA!� PRLW� R5 i S A, ALSO FOR DADE APPROVFD MU ON, t 110 OR 912 STEEL 114 " MAY z. 'Akl i S' c.i 2 NSTA!',A-, ON OP-NGIN 4 tH AN(J-,-PA'l`-I' AL CL"fi A' FH MULI ION ill� M A� 'i "'ACT 'C�� RETAILS A FIN AND—F, � A?Aif IN A. iNS -'A�JATION OPI-ION 7 OP NON 8 ANGHORED THROUGH )I* b f I !fATAj',,4 INH GRAL F IN IWO METAL -�RA ANOF A. 1 3R"'j� VF N, 600 VF "ItcE, 31,7!1 PRODUCT REVISED V 1 N YL S 1 N G L✓E r I U j D MV (Li,01 Pa' I —car z€,mq"Rh B.TIdmq C.d. NGA N.23-0707A2 PA—,i D.d. P-d—t C.ra,,A AND iN'4 !N 'f j "It I 07�0213 "A/' US 68iW, '-A A, -A -)NA, I,d wkf ,.._ 516"AI PAN ... 1 i �. t/ 6" AIR SS ACE ( �� 1/8 A Gi_Af S e: Ly GLASS TYPE 5 Il �� 7/16" AR< SPACH ) \ I If EGASS FY , IAOR I � 1. aI �73-79 :. 7/d NOM i 7i16A/>x SG 1 1/4 AfR SPACE 3/15 A GLASS CEXTERIOR ! i 1 08 Elit✓ r r ,j PYR 7116 F".:C 5if' G" f, 710 Ca LASS TYPE 6 3/S"AIR C 3/I6 El37 iz CF. � 1 i GLASS fl`i`PE_: 111 7/16" A/A SG _ 1/4" AIR SPACE. 3/16 T GLASS CEXTERIOR 718" IVOM IVFJ i 31f, ! hR 5?7ACz t) 3 IL FAG fiET r >k , ffi GLASS TYPE 6/1ti Of r I. SPACE I \f 3/16 s GLASS i < I_;Y i t OR /e1e GLASS TYPE 12 J/'S'A l ,63 l 3/8" tAiR SPACE 3/`6 X I { L 1/ GLASS TYPE 8 I 7/ 6.. c � / i 5/16" Alr CF- i � 1/f A GLASS \ Y ,RIG=z � I (7 E �A, YP. GLAZING DETAIL PRODUCT REVISED _£ � c€.srepfAgi¢sBt t+.@frc the PBorida f$dkif aEtt� Y4kvE?' 23- 707A2 E ePh-fi-n vlfe 71 _0!2025 B >t?s�ai-6sCr E�roe3uck Ca€e2ro@ GLASS TYPE 13 NOM.G_ASS E TYP. NOM-..�-..... 5/116" WIT SG 711 , AIR SPACE /3 A GI ASS X I E HIGEi t GLASS TYPE 9 /VA SG 6/ 6 AIR SPACE 1/$ E GLASS FX FFRIOR 7;8' NOR .„,..... LASS TYPE 14 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH GHANNEL. OR & INTEGWtL. PIN FRAMES - TY GLASS TYPES 5. 7, 9, 11, 13 G <✓ G tdLS FLv''. & 4` MIN PkGT BE EISEU IN A ANNEA; LU THE HVHZ ABOVE 30', f-tFAT STRENGTHENED __.._. T TEMPERED G B 090 TFIOS!Ol_� PRE BY KURARAY AMERICA, INC. SG -90" ELEN F RYGIASR BY KURARAY AMERICA, INC. F OR -AO,!r,'A I ED GtAZ€NG COM ONLN FS, SEE TABLE 1, SHEET 2. cmwp PREPARED BY A. LYNN MILLER UVO TEGHNOLOGY DRIVE N. VENICE, FL 94275 1070TEGHN0L6GY0RIVE (941)480-1600 N. VEN C t 34775 . '— 1-41)460-6 0 REGISTRATION 42 296 fINYL SINGLE HUNG WINDOW (Lid) ,FAZING Li; TMI S T—vS R4%5QV SK€ CHANGES THIS SHEET .. LY SH5500 j<I 5 OE 13 ;14 LYN/V / 7, No.58705 ' 7/05/23 ttf " 0 STATE OF 40 �C7NA1- t fillil A. L'YNN MILLER, P.E. P.E# 58705 TARE 4: .11- Typ— C—jg1­­— m-fS, 5, 7— SEE I -ABLE T'SH �-ET 8 FOR --- ----- -- ANCHOR GROUP AND QLVT4`l-,( jAMB S"llip, HEiGiff SE CI ION DETAIL FOR VvM)OWS VIM 1 LEVEL RI REINFORCHMEN f & GLASS f-YPES 5, 6, 7 & 8 (REINFORCEPAENTS SHOWN;%,-, lGLR,S ADOVE A"Pi Y 10 ALL-RAME l(PEF A CONFIGURAMNS) NOTES ') USE THEABLES -Ok:,k ON Hf- 11 AM SEE I ABLE 10, SHEET 9 FOR ANCHOR GROSS TABLE 6: ASO QUAT" i 1-y� - 7 1, V - ----- liQN. SASH'�EiGHT WIND00J 3".7(;K HEiGH f - 50. 136 (APPLIFS ANY HEIGi il '31, 78 s OR LESS) ',E,- T BLE 10, A SHL! T 9 OR ' c T i ANCHOR GROUP AND QUAN Ti 17 s7Fq-- ITTT -I�Q�7 -7- HEADER J 27 'J XHO�OR T, 4 - LlrOliSkSFi i"R3 HEIGM 21 T iL FO� SFG DE, A Al IN` VJ i f! ------------ - ------- -- - ---- rf,'�� -j cl 'A Vf V '2 N f"", rRADON ii�29- 296 No, 58105 - --- --------- - ----- --- --- -- -------------- --- PRODUCT REVISED V, ass C.—R,mg Mth to Ff.nda B.fldi.g G.d. 4 NOA N.23-0707A2j,j 'DES'i(NPRESUE A-Bi I jS (AM, rs ly M..0 D.d. P-d—t C.m-€ NOA 7A,iPT 10 r ANCH,'DR GROUP AND CAN v 'FIC -,A3 ,At=S fOANY'IFIGH-1 NOTES� 1}USE �—S� !A'M FS FOR ALI WMDOWS INS11ALLED THROUGH THE FRAME ) �-.-AAAE DIME-NS'•ONS ARE BUGK, SASH HEiGHT ES ASPER THE FOUR"r. 33 � ON &7k-S N01 SHOWN, ROUND kill; 0 ME NIFXJ AVAR ABLE VODFH OR HEIGHT DIMENSION SHOWN ON THE TABLE. GLASS TYPES 9 THROUGH I�J— 7F Fs �AAY NOT BE USED — T I H n 17 1 '� - �" l - J CHANNEL L' 0RINT EOPAL R1 PARED B1 A. LYN11 Mill LFR CIP 10,70 ', r, CHNOLOC Y DRIVE i 1� y N. VFMCE, FL 31,27, N,sk� (941) 480-1600 �rp IWG TECHNOLOCY DRIVE No.58705 N VIEMCE, FL 'N276 I!I ,941k480-!C,9U REGISTRATION #29196 PRODUCT REVISED VINYL SINGLE HUNG WINDOW (LfA) 05/15/15 �-o i/0-512" ­qAymg wfth th. F#.nd. STAIF OF S.Hdmg C.d. NOA-No, %M JENS ROS,0`�IVSKi —T, 07/05/23 0NA1- 0-t�' 07/3Of2O25 NO CHANGES THIS SHEET - LY A. LY!NfN/ MILLER, P.E. m-, Eii�iliF D .auct C.nt-f ZVI 5 H �_NOA P.E,# 587G5 Ey TABLE 9 FOR ANCHOR GROUP D, TABLE 10, SHEET 9 MAY BE USED, X— t - - - - - - - - - - -1 2 T T �7 SEE TABLE /,, SHEET 6 FOR 0Fi-,'!U--4 SIIURLI� MN SASH HEIGHT — WEND Y!Bk SCK HGI-1 1 5�-� ""I" A N'L I F S TO ANY H F KC ci I S NOIES 1) USE 3HE ABOVL "ANCHOR QAN 27 t Tl-ff AEOMAX F It OC t „IPI( 01 A-1 F N', N 3) FRAME ENSK)WS ARE 4) � OR slz�'S'Nu� SHQSYN k�"M/l -P A PRODUCT REVISED .1 1�wr'Wymq —Ch 8.3Wmq C.d. NOA N., --"--070-7-,-12-- F�Flrl-fl— Dlf� 07"301/2027, now P': " i -Y p 'a, No, 587("b N ENIIA, F L M275 44501600 i/ ViNYLS-NG! L H'UNGA,'!N,,'-)07j q M) Uj ANC� 40R. Q UAN T i F V "AB F" W-1 0� 0, -INN 'j !Yrl� Ll , 1 1, �Nlt ;I I lnl Ut—,N VVNtN U,>I— i1— I P.m& - MIN, SASH H -IGH I -- tNINDOW BUCK HLIGHT - 50 136 (AP( S, TO "Illy HEIGHT 91 78" OR I FSS) NOTED 1� US, rH� Ari(T." HEQU�M-D 1AM FFOR ANCHORS NSrALt ED THROUGH THE FRAME. PRODUCT REVISED 7H- ADO,/- MAX Ah,'{Hr;f,'Q G SPACRA ftY, . OR, ANICHORS 3N'S,�kU IROU JITH, fGFFGRA 'T4 —plying with thFM,Pfa B.Hdm C.d. 3) 1- RAFIE.DHMENS3ONS ARFBUCK, 'MR' -- MEETING RAIL C 7()�,NOT,-,WWIN T('l TIHNVX, AVAO DER--DM301 5} RFFFR T,) TAR= 2 &3, S4-rE7 2 FOR ANCHOR GROUP DESCRIPTIONS. By Mmmi- Dad. Pmd4ct Contl.-£ I PRf-PARED PYA. IYNN f0flA.FR 1070 TF-C! iNOLO-GY DRiVF ;? CIO T N, VENICE FL 31,275 1070 TECHNOL NOY DRNE (941)480-1600 N VEMCE, FL — ----------- REGiSTRATION #28296 IINYL SINGLE HUNG WINDOW (LIA) 05/15/15 QUANTITY TABLE, JENS ROSOWSKI CHANGES THIS SHEET LY '07/05/23 SH5500 Tf OF 19 �1 i5500-NOA I 7`11D Cato. 58705 STATE OF R, A. LYNN MILLER, P.E. p EM 58705 -T - ----- �,,- A,,S TYPES 0 NIROUCH 6 PAAY NOF BE USED WIM �"ANNLL OR iN f EGR� A2 J J t. -1-7 -7- NO i Es 11 I-RAML7 DIMENSiON'�', AR, U��";,' V�� A 2) F OR WY-S NO i ' S,;� , � " I, � ;", " " ; T � � , "; I ( n , " I ", 10 iAiE, S,� 2 PRODUCT REVISED ., ..Mplyi.g .th th. B.Bdmg C.d. NOA N., 23-0707,12 0�1,11 07�M202�-, I,,, v,!a Fi,VHL 342 75 ------- 0E 013 MAT�ON 112929F� VNYL iNGLF H.-ING M) INNCHOIR OUAN r� A- Jl�,,IJS R,,0S0'J"JSKi "�7fMi?31 iil L iGH f SAS�, REINFORCE ME 25/ REINf ORCEMEN7 .1,483" .070' 1,187 3 183" 3.483" 2-483" 070' 061�11' 7'jI' 1 041" fib. 434 2A 44' '11 2 4,14' 2,4144" SlAVDARD MEETING RAF 10 M` I- TIN G RAIL REINFORCLUIE-NT RtiW'ORCEMEN J d �d iff X2511 'l-CHANNEL 6 FLANCr FRAME EQCAL LEG 75'':i `7 FIN q �RAMF- SILL StLI, SILL FRAM.E SU A 1,872" 1641' 1 215' 2,1761,472'.565 " ea AI sr - - ----- ----- a 1901 341 471 590, 035" 35 A I �070 .050" .060� 07T 4) FIXED SASH RAIL 61 MEETING RAILCY BALANCE COVER SASH &I OfLIFT RAIL LIF-r RAIL 13;`VFLED 6q iW"ER BEVELED `V� R INTERLOCK INTER� 0 LOCK INTERLOCK COVER SCREW CO COVER C�Dl cPRLPAR ED BY A, LYNN MiL ER I" 70 f_C 1 HN0L0WE VYDR ap I N. VENICFG,, FL 342 Id Douro '175? (941) 480-1600 1070 TECHNOLOGY OGIE N. VENICE, FL �I4276 460 160 REGISTRATION #29296 No,58705 j (941) - - ----- - - ----- ­11� PRODUCT REVISED VINYL SINGLE HUNG WINDOW (LM) i 7/05/23 Qj ..mptyl.9 vYith tho Fk,4d. STATE OF LAMI IG ,7 BE AD�NU, EXIRUDED 80 SCRFFN I RANM ROLLED S CREFN FRAME suffdIng C.d. �vlf N D EXTRUSIONS ENS ROSOWSK 23-070712 Iv I AkORMIA -"CN ... NoA-Ko, ... 10NN_ E.pi­fi.. 0 /105/23 NO CHANGES THIS SHEEI L.Y 07/05/23 BY D OG Vfiaini-Dade Prodact-C.-n-b-A -L 11 OF 13 AALYNN MILLER, RE. REA58705 ------- ---- -------- — — ------ _SSH55�00-NOA -StLVC4*dE � .' HOT -MELT 6U TYL STRUCTURAL �, SIUCONE STRUCTURAL FOAM PSG€ {SO3"j-'Yi_, NiTH DES; < ANC" x C Ass FXT cat Ass � -WT. � ASS INT GLASS' KODSPACE SUPER SPACER ALUMINUM - REINFORCEMENTi F'I£7LYiSFJ- DE �C'.C.iNI FELL AREA 5176a N'J°A, 5198' N6M y A f / S €.K;OM- SFlit" r /J 4 AfNL E a .., S FFEtt r �j r;(5 vi€ASS/ /�•�' tiT. GLASS 0 " it GLASS ..i . R.k''.SEAi.." XL ED iC� SPACER /SPACER Desx €ption mates:af C f t3 n; � P CFO ]16f �,V� 0", FiRiv,S _ / v� fly YC ..... .,� ,,,..,. .__.e w 4.... IZL?E, t C t t 7 TF 7,Ci .'1 PRODUCT REVISED I !VINM- SNGLE HUNG Nv( ra "tt �- r,4�. o '-, �j NGA-€•axe 23 4i7 g� f a f. i ,J )[- r �c,rf PJ ✓ ,�' � .> r^j ., f r r r' .2r,2 .., ,, I P OCK r ,* r_ w� wF811 .,j n j"'ZV,` 01" R0 `*. 'M F DF6 Ak, t Ia %tNtER pC,K 1 F� &COVF a FRAfi. F All, F0, 4` _ NNI i4 NOTES- c/, t cKtC;ti } SOME ?/ I IIPIIONSI NOI SriAD t '>a ON DRA314EFd6 FtIR CLARt iY L�J fPvlvr tAtJr. J4t1 Ar23 1& C}d EiEiZ(RAME YE E^, Af%PCY S) FOR RLI VFOR EMEN f 1 YF LS, SEE DETAILS ON SHEETS 6 & l /t1 EI; E-: SASH I"OF LO (SOR SASH BISTMIA OCKS. rf s ;FiCE: g t-"BALANCE OR, 14741 SPIRAL [b`/M.AN(.E SCIREEN ' -"' ASSEMBLY DETAILS 37 MITERED FRAME: WITH IM17E.RIOR ANF, FX i ERfOR FRAME IVEi..DC I£ €''iEPAPED BY A, Y14tl MY IFF: i ,.4yiq ti (rttlt{ I ,07E c v DRWF , t` . LYt#py i D N. VENC FtC. s142f5 I '� ``' ° '`.yiCE'ras � (94) 480600 TZ 1070 TECHNOLOGY DRNE %- CVa. 5S70S tdV IL34i/b A 1) }4SU e.3 j REf'ISTPATEC1N 4t2W146 PRODUCT REVISED jj SINGLE L iPdC WINDOW €Li) J 1 5I1A I t> . 4fj a.. rnmg^I,7 ng. -Rh th Fhaeisi g ..._ .. ....... _ - N d STATE OF (.(,7 11 r,,:}.i;. t.crr �t ze :°}7/ €k �?%i hS(v ('F'f C:�E:S T6-E(S SHEET - Y J7lC1 123' f I Al— > A. LIMN MI€LER, F.E. _E t aAe 3 ea anfr 4 a u5f 4 3 C}I 13 i #554ti-hlOfi ;` D R.L.n os -------------- n_. i ---- ......---_By k_ . _.__._ _. _�__ .. ------ .__. _t _ ---- __.___, . MIAMI—DADE COUNTY, FLORIDA no a Oak MIAMIPRODUCTCONTROL SECTION It 805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500 REV D titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05115115 and last revised on 07/05/23, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 20-0401.03 and consists of this page I and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by1shaq 1. Chanda, P.E. C MIAM"FM= NOA No, 23-0707.12 Expiration Date: July 30, 2025 Approval Date: July 27, 2023 W= 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. 15-0519.05) 2, Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05) B. TESTS 1a Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacere NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated I 1/ 16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega.. P.E. (Submitted under NOA No. 16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC.. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519� 05) Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 23-07071.12 Expiration Date: July 30, 2025 Approval Date: July 27,2023 E - I PGT Industries- Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTM7ED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05115115 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Sr hmitted under NOA No. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E< MATERIAL CERTIFICATIONS 1. ',Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1 /19/17, expiring on 07/08/19. 1 Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas(R (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 071/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their 'White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/ 10/ 17, expiring on 02/28/18, 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20, 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS L Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6` Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 170630. 05 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under -N'OA 1Vo. 170630.05 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0 714.03) 4, Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted underV0A No. 15-0519.05) 1 fit- 7 1 � Z 4-1,1 J-, Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 23-0707.12 Expiration Date: July 30,2025 Approval Date: July 27, 2023 E - 2 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED previous approval A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM",,, sheets I through 13 of 13, dated 05115115, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Z:� B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per F13C., TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTT\4 F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries'. Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/114 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20. all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 711 Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER), I i • Z/1-117�1 Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 23-0707.12 Expiration Date: July 30, 2025 Approval Date: July 27,2023 am PT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 EVIDENCE SUBMITTED under previous approval(CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifolk Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their , "Kuraray SentryGlas" Xtra TM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/231/24. 3. Notice of Acceptance No, 18-0122.02, issued to EVER Fenestration Solutions USA, Inc.. for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 0 1/ 17/19, expiring on 04 ' 16/20. 5. Notice of Acceptance No, 18-1217.16, issued to ENERGI Fenestration Solutions tSA, Ine., for their Performance Core Rigid PVC Exterior Extrusions for NVindows and Doors, approved on 0 1 //17/19, expiring on 021104/2 1. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017) and the FBC 7"1 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P,E. G. OTHERS 1. Notice of Acceptance No, 17-0630.05, issued to PGT Industries, Inc. for their Series "St-1-5500" PVC Single Hung Window - L.M.I. approved on 11/30/17 and expiring on 071/30/20. 2. _Notice of'Acceptance Xo, 16-0714,03, issued to PGT Industries, Inc,fior their Series ".5500 " PVC Single Hung, 117indow - L.M.I. al)j)roved on 08118116 and expiring on 0 -11 3 O,20. i �t'-7 1, L1111,1j" Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No, 23-0707.12 Expiration Date: July 30, 2025 Approval Date: July 27, 2023 PGT Industrie&lne, NOTICE OF ACCEPTANCE: EVIDENCE SU13MIT TED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 REV D titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05115115 and last revised on 07/05/23, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS (submitted under previous approval) 1. None. C. CALCULATIONS (submitted under previous approval) 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifoig Ultraclear, Clear and Color PVB Glass Interlavers" dated 05/09/19. expiring on 07/08/24, 2, Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc, for their "Kuraray SentryGlasck Xtra TM (SG TM} Clear Glass Interlaver" dated 05,'23/19, expiring on 05/23/24 3. NOA No. 21-1109.04 issued to Vision Extrusions Group Limited, for their "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24, 4. NO No. 22-0104.04 issued to Vision Extrusions Group limited for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. 5. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc, for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"" dated 02/27/20, expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71h Edition (2020) and the FBC 8" Edition (2023), dated 07-05-23, issued by manufacturer., signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of conformance, complying with FBC 6111 Edition (2017) and the FBC 711 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (submitted under previous approval) 1. This ,,VOA revises NOA No. 20-0401.03, expiring on 07130125, 1 t-7 1, Ishaq I. Chanda. P.E. Product Control Unit Supervisor NOA No. 23-0707.12 Expiration Date: July 30, 2025 Approval Date: July 27, 2023 E - 5 ANCHORAGE I ' FSIG14 Pki �C`Si RE I UP,-itMG X1,1,0-LL � OR 28-1/8" PRAX, O.C. 21 518, AN""i�0PIOI R IT IIUS TOP 1GA" MAX BUCK WIDTH • NAXI FLA FOR ARC�T, �IOP F, , 1 vl,.f{B 3 PER RENI CRAEf,'LN I HFADrRFvfF4 I I" MAX. FROM HI ADIi OR A' I FRAME SEAM 12" MAX, I EVEL, "i SHLL 1 A 6, 1 IMPACT RESISTANT OR ALL L SHEETS ISM. O.C�, 52 BUCK WIDTH WINDOW TYPES) MAX FROM SEE SHEETS 1 1-114' A, SEE a, SEE 12' EAAk FRAME SEAM G SEL 8&9 3T MAX, OC, _�.i I I SHEET SHEET 3 12" MAX, IF SEE 3T MAY A, SEE 0 D.C. 12'MAX, SEE A F, 3T 12" MAX. HEET 3 HE IXED SHELIF 4 EQUALL A, SF E I 12'MAX J i ;PACED LQUALLY II I lid MAX O,C, LA' G­ff ANCI K`,R8 TY-4 17-1/8" MAX, GO I XNEEI 31 HEIGHT SPACFD� EQUALLY 1 1 1 1 17-718" MAk GO, OWCB TOM LS 9-11 9118' SPA ED3, TABLES 9-111NCHORS SPED 0 84' 0 MAX.MA0 BUCK TABLES 62' BUCK 84° MAX- D/Fx, HEIGHT ---------- - ji� HEIGHT _'CRas IS" MAX, GO, BUCK 10" MAA O�C� MAX,' O.C. x x HEIGHT (91.78 x i HEIGHT MAX.) I II 13-3/4'MAX, OL 3 C4' MAX I -SASH 3 3/4' MAX, GO, I EQUALLY LQUALLY, N.C. I LQUAI i IACED SPACED) VISIBLE SPA r SEE ADC ANCHORS PER ANCHO PER LIGHT HORS GREER RS i C FABLES 9-1; TABLES S-11: HEIGHT I TABi I A A ![A L B-1/2'MAX, 6-1/2- MAX, NO ANCHORS AT SILL Nli ANCHORS �NO ANCHORS AT SILL D_ 1-114, SEEMILLINi B—I SAS SEE SILL WEEP - SEE SILL WEEP- B W MAX RUCK'AlIDTH H VISIBLE SEE BILL WEEP- N 1 CR DETAILS, -NOTCH 54-MAX.PUCKAADTH NOTCH DETAILS, -NOTCH DETAILS, so LIGHT WIDTH so N BEST 3 FEET 3 SHEET 3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAIAE ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITI i EQUAL-L fTE C0NFIGUrV-,'T ION Si iOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM, COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL. NOTES: SERIES 51500 IMPACT RESISTANT SINGLE HUNG WINDOW RE HEIGHT SEE I ABLES 4-11, (SDAILAR ANCHOR DIMENSIONS FOROTHER CONFIGURATIONS) T. !IS PRO )UC_ HAS BE. R DTSBNED & E TLOTED T A COMPLYCATH THE REOUIREPOENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (Hi 2ASIIUTTERSARI NO, REQUiRLDWHE V_ IN VANID NORNE DEBRIS REGIONS. FAR INSULATED GLASS INSTALLATIONS ABOVE AT IN 1HE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) OR IAAS0RY Ai ICATIONS +N WALAI-DAD, COUNTY, USE ONLY MWAL BODY COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR ELI,,[ UATIONS WERE SOUTHERN PfNF, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. SET PER ANCHOR TYPE. 4) AI L O'00A) IT 3LICKS LESS 7 HAN 1 -1,12' THICK ARE 10 BE CONSIDERED I X INS7 ALLATiON", 1XAAOH) BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBS TRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -112' THICK OR GREATER. 1 X AND 2X BUCKS (WHEN LISED) ,.;HA I - L BF DESiCNED AND SECUREF D 10 P,C)PERLY TRANSFER LOADS RE THE STRUCTURE. WOOD BUCK DESIGN ADD INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (FORT OR ARCHITECT OF RECORD, IBORS. 5) ANCHOR ENISEDFAENr TO BASE FAATERfAL SHALL BE BEYONDCALL PRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. CODES / STANDARDS USED: FRT,ANCi SHOULD BE SEALED. OVERALL SEATUNKOFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. - 2023 FLORIDA BUILDING CODE (RED), &TH EDITION GENERAL NCTES____._ ................. I MIGI , MAX, SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE -THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. - 2020 FLORIDA BUILDING CODE (FDIC), 7TH EDITION ELEVATIONS..... __ .......... ................. 1 FRAME, GLASS & ANCHOR OPTIONS 7) DESIGN PRESSURES: - ASTM E1300-09 _.2 INSTALLATION, FLANGE & EQUAL LEGSBCA.. - 3 A. NECA1 IVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300, e ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION, INTEGRAL FIN & J-CHANNEL 4 B. POSITCAF DESIGN LOADS BASED ON WATER -I ES T PRESSURE, STRUCTURAL & CYCL A TESTING AND GLASS PER ASTM E1300. . ALUMINUM DESIGN MANUAL, ADMi GLAZING,, DETAILS 5 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASEL - AISI SI00-16 DESIGN PRESSURES............____..._......__._..__ 6-7 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CDRRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE - AISC 360-1 6 ANCHOR QUANTITIES_....._._........._....._........... 8-10 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1 Z LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO U EXTRUSION PROFILES ................ ............. I I CONTACT VGTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUILREEMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, I ASSEMBLY & PARTS LIST 12-!�j 9) METAL SUBSTRATE T 0 MEET MW. STRENGTH ANN THICKNESS PBSUIREMEIAT S PER CURRENT FLORIDA BUiLDIRGOODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 0) REFERENCES I EST REPORTS FT i , 7064 & 7966; Ei ULTRACON NON, DEWALT ULTAACCAT+ NOSOELCOIDEWALT CRETEELEX i VIC F C MEVIIALI AGAPE GATOR VGA, �j 0 ON EATRUCION, LID WHO E A BRONZEL IGH TER SHADES Or COP COATED PVC EXTRUSION SIGNS; %N,`F­_'EK,,,/,I T NNW PREPARED BY A. YNN MILLER 1) I CIP 1070 TECHNOLOGY DRIVE LYN/V4 J'ON FOR V SUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL NA-1 SPECIFICt WOLSD D C 0 N A 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. N. VENICE, FL 34275 X\' 12) FRAME FLAGGED OR INTEGRAL FINS MAY BE TRIMMED IN -FIELD TO CREATE AN EQUAL -LEG FRAME. USER INSTRUCTIONS: (941)480-1600 1070 TECHNOLOGY DRIVE N. Vi FL 34275 No. 58705 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETFIENNNE THE MOST SUITABLE ANCHOR GROUP FROM TABLES ACCORDING TO THE INSTALLATION CONDITIONS. (g4j)4ao_pKK, REGISTRATION #29296 * E -0 — 3) KNATIVYING YOUR GLAZING OPTION (TABLE 1), WIN CONFIGURATION AND SIZE, DETERIII.INE YOUR WINDOWS DESIGN PRODUCT REVISED Vi SINGLE HUNG WINDOW (LM) k-O5/15/45 A11/05/23 " PRESSU RE FRO1,01 ABLES 4-8, IT MUST EOLIAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW as complying with the Florida OF OPENING OBTAINED IN STEP 1. Building Code ' •STATE afN PtORR)i DETERNIRE THE ANCHOR, QUAN­HTY FROM I ABLES 0-11. VERIFY THE: ANCHOIASUBSTRATE WILL MEET REQUIREMEGI S FOR NcNiii _23-0707.12 S& j GENE NOTES ELEVATION 8 GENERAL ///1 — .. .... YOUR OPENING'S CONDITION FROM TABLES 2 OF R 3, A14D THA'r ALLREQUIREMENTS FROM THIS SHEET -SET ARE MET. E.Piration Date z /0Ni 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INST ALUkTION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. _QZL30,L2W Up C BU LDING CODE :DATED TO 2 )23 1 11111 [ItIll, NOTEDESIGN PRESSURE RATING DETERMINATION ET THE SAME PROCESS FOR ALL FRAME TYPES IS -CHANNEL, FLANGE, 'y A. LYNN MILLER, P.E. S 500 H5 F S 1 0 13 INTEGRAL FIN OR EQUAL LEGIBOX). Miami -Dade Product Control P.i 58705 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 MIN. F 3 Y E IN 1HE THREADS! . 'F�!ED BEYONDTHE METAL SUBSTRATE. "UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Frame Types Options Configs. Shapes Installation Options that may be used {see Fig B) (see Table 1) (we Fig A) (we Fig C) ....into 2XWood Frame/Buckstrip - sheet 3, option I Flange Equal-Lite, Square/Rect. Through the frame --into Coronhe/CMU - sheet 3,option (,t2) 5 16 Onef/Phtmew Cottage Arch -Top & Radius-Top window..., ....throughthe through IX Buckstrip into Concrete/CMU - sheet 3, option 3 into Metal -sheet 3, option ....into 2X Wood Frame/Buckstrip - sheet 3, option I Box Equal-Lite, Square/Rect., Through the frame.. -into Concrete/CMU - sheet 3, option 2 Equal -Leg 6�4) 5-16 Oral/Promew & Cottage Arch -Top & Radius -Top ofthedrdVo __ — —r_�AU I eFh'-," i _tfioughTj mto Metal - sheet 3, option 4 Through the 77;;i-o 2X Wood Frame/Bucksthp - sheet 4, —option 5 J Channel Equal-Lite, Square/Rert,, integral fin 77A��fion 7 RfI} 5-8 OrdlPromew & Cottage Arch -Top & Radius -Top Through the frame into 2X Wood Frame/Buckstrip - sheet 4, option 6 of the ,ndo.. ....into Metal - sheet 4, option 8 Through the into 2X Wood Frame/Buckstro - sheet 4, option 5 Integral Fin Equal-Lite, Squars/Reer, integral fin into Metal - sheet 4, option 7 oneblprome'r & Cottage Arch -Top k Radius -Top I Through the tame I Through the frame .,,.Into 2X Wood Frarriefflurkstnig - sheet 4, option 6 of the vvindren . into Metal - sheet 4. option 8 FIGURE A: FRAME CONFIGURATIONS EOUL L AL-LITE ORIEL COTTAGE FIGURE C: FRAME SHAPES BUCK WIDTH- — BUCK WIDTH,— SUCK WCTI I!— T Q) n I re M re T. RECTANGULAR , -1 - - RADIUS- ARCH TOP FIGURE B: FRAME TYPES J-CHANNEL I Cl) 4 FLANGE BOX OR EQUAL LEG "A" - ANNEALED 'H'= HEAT STRENGTHENED "T"- TEMPERED "PVB"= .090'TROSIFOLO PVB BY KURARAY AMERICA, INC. -SG- 09V SENTRYGLAGO INTERLAYER BY KURARAY AMERICA, INC. Material 18 8 Scuee 116" Dowaft Ullracowo 1/4" DevVali ffilraCon+Y,) WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED TABLE 3: ALLOWABLE ANCHORS THROUGH THE iNTEGRAFIBy L N INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING OFSIGN PRESSURES I MIN, Of- 3 AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHELFS 6-10� A-16 Steel Group Anon- sebtrto mi., Edg. mi.. THREADS G, 33 Steel Clod 33 ksi 45 ki ni Diet... Eb.d—rit, BEYOND THE —2, TA!' —.13 HAI _PLS.,Ahem�';�,�SC "5�)) 7� 1 ME rAL, F Rf,�PARLD BY A. LYNN Mil-l-Lk rV LYN/V 2 1/ 2 " Ring , 1, a;, k R WrTq _tZ, T,' T 7,—, 7,777, -, �_ - —I - — —I — — F_ SURSTRA Ff 0 /0 �CH M �LOCY DRIVF i c, �ry I , ... N_ VENIC�, 34275 G I i N kGFNS� P S.tuhr,m Pm' isc. - 5�) E #10 Tru-h-d SMS ul D..a , Tt. Alteomun,, 6063- 1 G' 0 0501 1070 TECHNOLOGY )RIVE --1 (041) 480- 16W L A36' (941)480-16G6 REGISTRATION #29296 17/15/2", #12 P T South Fine (SG=, 55) 916" PRODUCT REVISED _dVINYL SINGLE HUNG WINDOW (LM) A �3 eu-1, 18-8 S.S. Y E No�58705 of 410 S�&)Steel Stud 0 0451 " (18 G.,) N. VENICE, FL 3427 F ird5T _13/8 S SMS AJ..J­_ 3 IS' 0 063!' MS (steel, C 606 as complying %arith the Flmri -0 STATE OF Ll -0707.12 GLA 4 11 � -11 Steel, A36' 5i NOA-No� 23-0707. A SS/ANCHOR JENS ROSOWSKi 411 S,S) StoelW AME P 1CW 1, mz S'S St -I �!ro, Gr. 33' 318" 0,059' Building Code St ... Or 11"ration Date /ONAk -Q713-012D25 REMOVED ULTRACONS - LY C;7/05/23 Z1, y A i YNNiVILLFIR, P I SH550 2 NOA T, -13 '550"' MliimT Dade product ­1 OF REJ V-. L--- s' -- -------- __ --- - ---- -------- i ! INSTALLAI'10N DE1WLSIF_0R FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION I EDGE DISTANCE ANCHORED THROUGH EMBEDMENT FRAME IN I. SK FRAME ON EIUCKSTRJP --- ---- --- SEE NOTE; EMBEDMENT HAN, f DGE SHOWN r- ',STANCE FIXED VISIBLE LIGHT HEIGHT BUCK HEiS;HT SASH EXTERIOR VISIBLE LIGHT IHEIGHT S' OPT W1 ERK)R 31) WERE NOTCHES AT (8 EACH END, �-o EQUAL-LEGfBOX SHOWN !NPTALLATION OPTION 2 ANAHORED IHROUGI I FRAME L3iRFCTLY INTO CONCRETLYChAU. 114" WAX SI il(2 FYR ANCHOR 1YR' EMBEDMENT AN F(P. ANCHOR TYPE, C EMBEDMEFIT ANDF F DISTANCE ANTE INSTANCE PF R SUR9S1 RATI PER SUBSTRATE. SEE 2, SHE2, SEE TABLE 2, SHEET 2. S (2 0)' 'OPT, SA H I OF FLANGE LIFT RAIL NOTES,: FRAME SHOWN FOR Al L WINDOWS: I - - 1 U USE ONLY I ANC LID R@ 3.55 SUBSTRATE -APPROPRIATE X111rOM F RENDANDAT ANCHORS LISTED ON TABLE 2, 22 ZV , R VINI)OXVS SHEILT 2. FOLLOW EMBEDMENT AND OVER 36- WINE EDGE BIG LANCE LIMITS. ANY ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY SCREWS @16-3/W BE USED ON ANY SIDE OF THE FROM, END. WINDOW. FOR WRIDOws win" NO I IT I OM LOCKS 2) MARIONRY ANCHORS MAY BE 6 ADD ADDIHONAL US ED INTO WOOD AS PER TABLE 2, SCREWS @ 8-3/8" SHEET 2. ALL WOOD BUCKS LESS 1 FROM END' THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. IX AND 2X BUCKS USE EITHER (WHEN USED) SHALL BE DESIGNED 66) LATCH OR TO PROPERLY TRANSFER LOADS TO '64' P0170M LOOK, THE STRUCTURE. WOOD BUCK TESTED UNIT DESIGN AND INSTALLATION IS THE LOCATION: 6-5/8" FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1/4'MAX SHIM 4) ALL ANCHOR HEAD TYPES F ARE ACCEPTABLE, 27XI.25!'� NO ANCHORS WEEPHOLE REQUIRED IN WICOVER @ 1 2.87' FROM OR E=E OR EACH END, FRAME GIL Ls VERTICAL SECTION B-B VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK W01 H - 6-1, /Z @ RXED LITE SUCK WIDTH - 4-3/8` HEIGHT-(EQUAL-LITE) BUCK HEIGHT/2 - 3-15/16' 1/4" MAX SHIM INSTALLATION OPTION 3 AW"FORED THROUGH FRAME ANDIX FAICKS H RIP INTO CONCRETE/rMU. SEE NOTE 2, THIS SHEET, 1/4- MAX SHIM SASH VISEX E UGHTWIDT H j T-171 EMBEDMENT EDGE DISTANCE 4' BALANCE- - tto TYPE VARIF �' WITHSASFi/ v , T� T YP. ANCHOR TYPE, WEIGHT EMBEDMENT 'EXTERIOR AND EDGE DISTANCE PER EDGE SUBSTRATE, DISTANCE SEE TABLE 2, SHEET 2, bo\ FIXED VISIBLE L LIGHT WIDTH EQUAL LEGIBOX BUCK WIDTH FRAME SHOWN DAD F APPROVED MO LION, FBC COMPLIANT ALUMINUWS1 EEL FRAMING OR STEEL STUD. I-AAY BE VERTfCAL OR HORVONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 1/4" MAX. SHIM #10 OR #12 STEEL SELF -DRILLING 514" MAY. SHIM SIMS (G5), SEE TABLE 2, SHEET 2. FLANGE EQUAL I` AM E� — - J/j LEG/BOX SHOWNFRAME �� UL AJA i;F_7 'I!, FRAME 9 1_1� SHOWN EXTERIOR INSTALLATION INSTALLATION OPTION 4 J OPTION 4 ANCHOREDTHROUGH ANCHOREDTHROUGH FRAME INTO METAL FRAME INTO METAL PRODUCT REVISED as compvms with the FIovida R.Hding cod. NOA-N.. 23-0707.12 Expkafi.n Date _jftZQ_QL2Q25 'y Miami -Dade Product Control 1060�� PREPARED BY A. LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 LyNA( T070 TECHNOLOGY DRIVE (941)480-1600 N. VENICE, FL 34275 No.58705 (941) 480-16M REGISTRATION #29296 ANYL SINGLE HUNG WINDOW (LM) 05/15/15 J3 4M 4(,/ -LANGE ',,�,F 0, STATE OF ��% & EQUAL -LEG FRAMES IS OWS JENS ROSOWSKI /0NA%_ 07 %NCHOR HEAD TYPE NOTE - LY 7105/23 I INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES I INSTALLATION OPTION 5 EMBEDMENT ANCHORBDTHROUGHINTEERAL I-- EMBEDMENT FIN INTO ZX WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE P(P. ANCHOR TYPE, SHEET. EMBEDMENT AND EDGE J-CHANNEL DISTANCE PER SUBSTRATE, FRAME SEE TABLE 2, SHEET 2. SHOWN (SCREW SHOWN) FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT 1/4" MAX SHIM EDGE TAP, ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) OPT, SASH TOP INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4'MAX SHIM BALANCE YPE VARIES WITH SASH. WEIGHT FIXED VISIBLE J-CHANNEL LIGHT WIDTH NOTES: FRAME LIFT RAIL SHOWN FOR ALL WINDOWS: 1) USE ONLY I ANCHOR @ 3.55' SUBSTRATE -APPROPRIATE FROM END AND AT ANCHORS LISTED ON TABLES 2 & 3 SASH EXTERIOR jVISIBLE-. L" SHIT HEIGHT iOPT. -6, INTE�IORI WEEP NOI CHES AT EACH ENO NO ANCHORS REQUIRED IN 1.1 SILLS IF ANCHORING THROUGH FRAME. INTEGRAL FIN 1/4'MAX FRAME SHOWN 27'XIS&'WFEf'HOF COVER @ 2,87" FROM EACH END. ANCHOR TYPE, JEDGEDiSTAN Typ EMBEDMENT AND EDGE DISTANCE ER SUBSTRIME, SEE TABLE 3, SHEET 2- EMBEDMENT I — (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO AX WOOD FRAME OR BUCK STRIP, SEE NOTE 2, 7Lfls W q-sI CENTER. OF SHEET 2. FOLLOW EMBEDMENT FOR WINDOWS AND EDGE DISTANCE LIMITS. ANY OVER 36P WIDE: INSTALLATION OPTION SHOWN MAY ADD ADDITIONAL BE USED ON ANY SIDE OF THE SCREWS @16-3/8' WINDOW, FROM END. FOR WINDOINS WITH 2) NIASONPI ANCYV' RSMAYBE BOTTOM LOCKS' USFD iNTO , WOOD AS PER TA' BLE 2, ADD ADDITIONAL SHFF-T 2 ALL, WOOD BUCKS LPAC SCREWS @ 8-3/8' THAN 1 112' 'HICK ARE TO BE FROM END, CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS USE EITHER DEPICTED AS 2X ARE 1-1/2'TI-IfCK LATCH (SHOWN) ORGREATER IXAND 2XBUCKS OR BOTTOM (WHEN USED) SHALL BE DESIGNED LOCK IGNEFT 3). TO PROPERLY TRANSFER LOADS TESTED UNIT TO THE STRUCTURE. WOOD BUCK LOCATION 6-IIS' RESIGN AND INSTALLA TION IS T'!E FROM CASH END. RESPONSIBILITY OF THE ENOINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGH,- (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO READING. 4 1 ALI. ANCHOR MEAD TYPES F_ SHE ArCEPTABLE. I VISIBLE LIGHT FORMULAS WIDTH, @SASR BUCK WIDTH - @ FIXED 1 ITE: SUBS WIDTH- 4-378' HEIGHT (EQUAL-LITE) BUCK FIG H" 12 - 3-15/16' INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. r, 6 1/4' MAX SHIM SASH VISIBLE LIGHT WIDTH EXTERIOR EDGE DISTANCE JEMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) - - BUCK WIDTH HORIZONTAL SECTION C-C 1/4'MAK FED COMPLIANT ALUMINUM/.STEEL FRAMING ORSTEEL STUD. SHIM MAY BF VER I ICAL OR HORIZONTAL. SEE SUBS f RAT L PROPER I !FF, T, ABLES 2 & 3, SHE E T 2, ALSO FORDADEAPPROVED MULDON _z'/z_41 #10 OR #12 STEEL —4 114' MAX. SELF DRILLING INSIts'-) SEE SHIM , 2 & 31 TABL , El 2 I SF 11 I _�`_ t I if INSTALLATION OPTION 4 (FLANGE FRAI'VE), ALLOWED WITH MULLION INSTALLATION, SEE PAGE 3 FOR DETAILS. � AN AND/OR V FL -F)EI � PTCF?f1.t EIN F FRAME SHOWN INSTALLATION FX-FERIOR INSTALLATION OPTION 7 OPTION 13 ANCHOREDTHROUGH ANCHORED THROUGH FFIAM.,F ,NTT ME, AL INTEGRAL FIN INTO METAL (INTEGRAL RNIFLANGE REMOVED) ..A A. LYNN MILL, Iwo 1N)LOGY DRIVE CIO ',jf I YNA,, N A, MCF Ff 3421/5 1070 TECHNOLOGY DRIVE A. VENICE, FL 34275 No,58705 (941) 480-16M REGISTRATION #29296 p k: ��,JVINYL SINGLE HUNG WINDOAV (LM) PRODUCT REVISED as Complying with the FI.nda Building Code NoA-N.. 23-0707.12 Expiration Date _Oi1�Ct12025 By PAIaM -Dad. P,.d..t JENS ROSOWSKI CHOR HEAD TYPE NOTE - t Y 07'C,"23 —SH550-0-711 4 OF'! 3 rl SH5500 NOA �IllllM T—, OF � Al A IYNN L FR P E, --- .....___________.I 7/81, N()Tv 7/8NONA, /18" NOML 7/811 NAM, 118'NO'A, 5/361, Aillk VAB 5/16' AJA PVB 5/16" A/A PVB 5/16" A/A PVB 5/16" H/H SG 7116"AIR SPACE 7/16' AIR SPACE 318"AIR SPACE 3/8" AIR SPACE 7/16'AIR SPACE 1/8" A Gi ASS 1/8—T G1 ASS 3/16" A GLASS 3/16" T GLASS 1181, A GL ASS I RE FxfLwoR < fxrFROR H EXIERIOR E XF iOR XIFRlOfz J � '76 7 16 7 �II GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS ITYPE -9 7/8'NOIk 70'NOM� 7/8'NOM� 7/8" NOW 7/8" NOM. A S/16" HIH SG 7116' AIR SPACE 1/8" T GLASS <�- I FXTERii0K 7/16* A/A SG 1/4" AIR SPACE 3/16' A GLASS EXTERfOR GLASS TYPE 10 7/8' NOM. INANAW 51161, HIH SG 3/8" AF>, SPACE 3116' A GLASS EXTFRIOR 7/16" A/A SG 1/4" AIR SPACE 3/16' T GLASS ­l ErERIOR <� 7/8' NOK MINIMUM 5/16" H/H SG 3/8" AIR SPACE 3/16' F GLASS A <, FXIEMOR 7116" AIA 5/16'AIR 7/16" A/A SG 5116' AIR SPACE 1/8' T GLASS GLASS TYPE 12 GLASS TYPE 13 GLASS -rVDI: 4A I 'NOM.GLASS E 'Y' GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES IF7 �� 3 13 "' I Y GOT . b " GLAZING NOTES: E ��E'D 1111] ,LE. 'A' - AWNE _ 0 THE HVHZ ABOVE W, 'H"= HEAT STRENGTHENED 'T' = TEMPERED "PVB" - 090"TROSIFOL FVB BY KURARAY AMERICA, INC. 'SG'= .090'SEN-FRYGLASO BY KURARAY AMERICA, INC. TYP. GLAZING DETAIL FOR I AMMWED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. PREPARED BY A. YNNMILLER}Lilit It " I CIP 070 TECHNOLOGY DRIVE 0q LYN/v A' I /, N. VENICE, FL 34275 Id D— I , 070 TECHNOLOGY DRWE (9411480-1600 z- . No.58705 N, VENICE, FL 34275 - (941)480-1600 REGISTRATION #29296 PRODUCT REVISED VINYL SINGLE HUNG WINDOW (LM) 2,1; 05/15/15 A-7/05/23 as c.mpy9.q vffh the Fi.rid. — STATE OF B.Hdi.g C.d,� T� 3-O_707 12 GLAZING DETAILS ��j DENS ROSOWSKI �7 E.pl-fion Date �"/ONAL NO CHANGES THIS SHEET LY 07/05/23 "I D120251 S By ? 00 N k LYN MILLER, P.E. - ---------- SH5500 f 5 OF 13 SH5500-NOA D P Miamjr-D.d. Pmd..t C—trof E#58705_ .......... TABLE 4 cI Type a s n SEE TABLE 16, SHEET 9 TABLE 6 _ rx r e s n r+ 9N D 'g Pre - Ibslits FOR ANCHOR GROUP GI TYP De5fgn Prey —, l6Si9f' �.v. G GI sSTYP D}¢ tt . PFE s-, lb.ffe ae I s eI a a+ *Ia+ a nx tm w , air w� r t AND QUANTITY. MIN, SASH HEIGHT = �— +1 50 6 P` �.. a r r�'.h.., �Rernt. Leaei z., e.uc k- w ss cl raa WINDOW BUCK HEIGHT - s am�ez�o lash lss7o rra .;etnt Leoei — a+ Fo. au wAr+mvas un szee _ __ ,a.o eso Yo o56 q, fit FmWI rd w,rst sash _ces I ze eunl urP ssa +4F's .eso C'm.o ,tea 70A (APPLIFSI'OANY _.... .o aaa ET SEE FABLE 9, SHEET 8 FOR ( s Ewa P. sr.arr -:szz +es� ; -yea HEIGHT OR LESS} SEE TABLE 10, SHE9 FOR ANCHOR GROUP AND QUANTITY. 1 T,0- 23517-2s zes »;.a -rao +ss-o- # -Toa ANCHOR GROUP AND QUANTITY. 0 iF}-'I Tr '�jIyH� Il .:. �1�E�r�:Htr3rz JAMB Hl HT -IT IT d d ii 7 3- PC "1 SECTION _DETAIL FOR WINDOWS Wl t H SECTION DETAIL FOR WINDOWS WITH 1 LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 � s k s.., � � � � z � LEVEL R2 REINFORCEMENT A GLASS TYPES 5, o, 7 & r (REINFORCEMENTS SHOWN IN FIGURES ABOVE � eg . n ° s " z' na� s .� 7 '� � (RFINFOR( E-MEN rS SHOWN IN 1 IG R[ S A 30VL s v a.ac ro ar; APPLY TO fiJ I. FRAME T`f4'cS & �' APPLY V (O AtA FiZAMF, YY6't w u „.. w GONF(GUWtTiONSi 917e T r - _r,.� oi'on ss �;? COMF(Ck r:ATiCSNS) 3& 4 3 5 Ph' IPl-F3Yf L`/NN-1111 12 1 /f t ;gym CHNOLOc DRIV;-- CIO N./Er 34215 U e cuatam wsnd�nws ana o v 1070 TECHNOLOG�(J4) 4SEri800 2r N_VENICE, FL 34275 J) � Na :II705 (941) 4WI600 EG[STRANON.429296 NOTES; PRODUCT REVISED fththFI Vi !YL SINGLE HUNG WINDOW I DC �t (Lt l) C i1 fit 55 j 23 1) USE THESE TABLES FOR AS 6.. 4Vitr[}OWS NSIA D THROUGH -RX', F OR ". as eorng C.d wi%h t@re Ffere"sd:, ..___.. . _.... ........_ ...... � ' .... �. � S sArf- t`s A. � Building Code z; TAME r>In € Nsla s ARE wos� No. 3- 7ili.3 JDESIGN PRESSURE TABLE hl �2 7SO'AISY � t h '7��� a} oR s?Z( N I. SHOWN u ,^•iii , n, °r rr. Exp eraa:o rs�te Q713QL20 - o i vO CI fA&IFS Tetb SHEET < [ E) (710512 , f �77 C) dAL ;ry n .. r N— ra�,l r_ j By c a�G r r rIl I z L Mi..l Dale Prod—t Carr l3 r J �F 1 1 H5 1 i I T SEE TABLE 111, SHEET I fj FOR AN CHOR GROUP AND OUAN T il, y " MIN, SAI ElGi IT = WIN' DOW BUCK HEIGHT - 50. 136 WPLff,s I,) ANY I -IF tGH-i 91,78" OR LESS" T I= SECTION DETAIL FOR WINDOWS WITH LEVE1 R3 REINFORCEMENT A GLASS TYPES 9-16 (REWFORCEMEN1 A SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) HEADER L FING 11-flL A Y� JiT, -g t7i E XTERIO, SASH HFI HT SILL fill- t 4� 4� GLASS ES S T�H NO UG H� IIAY�: T E E iEt— J-CHANNEL OR INTEGRAL SEE 1ABLE 11, SHEET110 OR ANDHOR GROUP AND QUANTITY. A i3t 4, SAS t G1 I I -- VII ND OW B U C A HEIGHT- 51) - 441,LFRAMES ---- — ------ =-J- PREPARED BY A. LYNN MILLER 1070 TECf INOLOGY DRIVE N. VEWCE, FL 34275 LYN/v {APIZIES TO A -NY HEIGHT 91.78- OR LESS} N(:rlE§- I )USE THFSE Tkh ES FOR ALL WINDOWS INSTAL I ED THROUGH THE FRAME. 2) FRAtAE DINIENCIONS ARE BUCK. GASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP FO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, Cum VdtndoWx Id D— (941) 480-160b 0 TECHNOLOGY DRIVE N0.98705 N, VENICE, 1 -275 (941) 480 IOG REGISTRATION #29296 PRODUCT REVISED VINYL SINGLE HUNG WINDOW (L X'77(�5123 M) W a, ­eatlmpl ing -Rh Ohs Fl.rid. ----------- - — fl STATE OF -' 4 '- Building me R�j -0707.1 DESIGN PRESSURE I -ABLE JENS ROSOWSKI Al- ExPi-N— Date 971 025 7105123 77J11TNI I I I XM2 NO CHANGES THIS SHEET - LY By A. LYNN MILLER, P.E. 0 fAiami-Dade Product Control �4 SH550 70 13 SH55�00-NOAD PEA 58705 A,,h,, Q—ft- R,quimd ft,, Ri NOTES 1) USE THE ABOVE -ANCHOR QUAtO I FA�S Pf-C7011AD IABLt}(; H k ,- 2S INS FALL THROUGH 'H;--(A 'E 2) USE i HE ABOVE WAA ANCHOR 0 C SPA)PY' - ' IAPL' iORS CNS TALL,D t HROUCI, H,K !N rEGRAL fIN 3) FRAME DIMEN&ONS AREBUCK 71,R" - W LTNO RW� 4j FOR SVES NOT SHOWN 3 f l- N�A'Hl: DjMENSUN SHONN 6,, 1 HA-- Rt 1 Ifi—A.6-0L. C.--WEIA d sand - - 1)480,1601, .070 TECHNOLOGY DMITF K VEN CE, FL 34275 REGISTRATION #29296 PRODUCT REVISED I (9411)� 480-1600 -�7 -- I , IMNYL SINGLE HUNG WI.NDOW (L - M) F,/ as ...pi mg with the FI-id. Building me I I ANCH - OR QUANT - ITY NOA-No, 23-070712 JP�B F EN S ROSOWSKf 'INGCHANG' TH SHEy 07 OC,123 WH.ini-D.d. P,.d..t cava-1 1 8 OF 1 -3 SH55()o NOA No. 1,8705 0" % % 'F,AU cy A, ONA rAHl F 10 FEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ** MIR SASH HEIGHT = WINDOW BUCK HEIGHT - 50136 (APPI IFS TO ANY HEIGHT 91.78" OR LESS) NOTES; US GH H -F 7HF ABOVE ANCHORQUAIJ7 UfSRrQUfI?FD .......... ;'TAM E FOR ANCHORS INSTALLED THROU THE FRAME, 2; U,-iF P i'[ ABOVI- ANC HON 13 C 'PACY,G TART COR AN'CORS, INST A[! ED i I iRO{ICIA THF;NTFVRAL F!H� 3) , FRAME DHAENS(3NS ARE BUCK. ',,AR' - MEETING RAIL, 4t 0, ',-ZE A NO-, S HOVdIN, RU;NF) UPsi i HE NI-Xil- AVA<LAE; NOTH OR r if-;Clil- DMIiE N FAON SHOWN ON THE F 5) HE FEE TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. PRODUCT REVISED .,—pMyi.g � fth th. F1.6d. B.fldi.g C.de NoA-N 23-Elq7.12 -- E.Pwation By PREPARED BY A. LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34271, D- 1070 TECHNOLOGY DRIVE (941)480-1600 N. VENICE, FL 34275 REGISTRATION #29296 MYL SINGLE HUNG WINDOW (LM) 05/15115 -------- ---- ------------ ANCHOR QUANTITY 1ABLE JENS ROSOVIISKI CHANGES THIS SHEET - LY 9999111wim "ok" YHI I I No.58705 7/05/23, STATE OF lfjti If I I I I A. LYNN MILLER, P.E. REM 68705 Anchor Quanbbes Req d for j( T >s rYres rrtR CHANNEL OR MEGRA, I l riu FRAMES ` � .F:T� � �i.;� I ��� -i :�' I. �i � �:.�. ���.� xi �.I:.��"( �� ..._.. ... j i :1 1,483" it 62 j CI WINNEL RNW 625' f -ADfJAA4B 3,483' Hit 1441' (t CIS Ve 7 9 062' l062, LA 1 1.483' 1. 184' 1 481' 1 483" 07U, • ME, FRAW- `3 f it, LZAPAr 4 EQUAL I PC; FRAME 2 '-AD r",Djj LIGHT SASH H SASH HE , 1j"ICEB 37 HEADIJAMB H AMB �-�)REWFORCENIENT RDEtNFORCEMENT 3,483' c'V" 2 444' i it !L 625, "75" 111 EL 625" FLANGE AN � I ZA 1 L 6, FRAME SILL 1872' 1.641' 1,215" 1.6wr L177 06IC L -A 9711- ;'� -1 !L_____ _ ' tC---O t �'Ji 1.231" - 1.000, 036 ----T T160' — FIXED SASH RAIL NEEL ING RAIL BALN'4CE GOVLR SASH S I OP SCREW COVER A75' ,316" _j 1— �jj.754' 75T (7 LAEM IG, 2) EXNCuru) 80 (81,, ROLLED HE A - DIN , / SCRLEN'r - RAA,'I -N FRAMF / SCREr 3.483" 4— 062" 2,144' "I - JL �1-11 '� Lg) �j �'j "7' 1 FIN FRAME ') SILL 4 1 Dsr UFfit L i It - 2.444' T I' EQUAL LEG FRAME SILL 1.472' 2A76' 471' 5901 F= 0791 .050 '>_- - - L - - --i 590" C I.070 LIFT RAIL- i 20 LIFT RAIL. BEVELED INTERLOCK INTFi`A OCK COVER INTERLOCK PRODUCT REVISED a. —mplymq 'Rh th. FI.nd. R.Hding Cod. NGA-N..�3-0707.12 E.qi-fi.. By fffiami-Dade Prdu.t Cont-1 .070" 791' HI T 1 33V STANDARD 6 MEETING RA!! REINFORCEMENT .347" .ow r ,,) BEVELED 2 INTERLOCK COVER '070' I I Lf0, HD MEETING RAIL REINFORCEMENT" :�C PREPARED BY A. LYNN MILLER 1// 1070 TECHNOLOGY DRIVE I N. VENICE, FL 34275 LYN/v - *1 xGEN&A'--. Cud 0- (941) 480-1600 1070 TECHNOLOGY DRIVE NVENICE, FL 34275 — N0.58705 (941) 480-IGW REGISTRATION #29296 VINYL SINGLE HUNG WINDOW (LM) 05115_1�5 X07 / /05/23 tad -------- - — STATE OF JIE�S ROSCW;�Kl WfNDOW EXTRUSION..� . . &/ON AI NO CHANGES THIS SHEET LY 0 7 /05/23 — /1111fil 11� _3t c SH5500_NOA !,� UD A. LYNN MILLER, P.E. REM 58705 p,t#� Description Material 7" Komnnedmg 49(PS Spaa r SyMwn !3,�10 Quamlx Dufw, r -------- -- ------ ------ ------ matmals LZ-91 Cardinal X1 dgo, REFERERCE _TESTREP01, ',F_::. L -8717. 8988& 897G fi If .y V!SfON : x i PRODUCT REVISED .. C.mplyl.g with B.HdI"g Cld' the Pf<xSCS� — 23.0707,12 E-01-fl­ D-t- _QTt10/2025 ( 'w, SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE -3/WN01N STRUCTURAL /4" NOM, FOAM PoLyi SCIBUTYLEN, fil I-H DESICA, NT FXT GLASS EXT. G ASS- - INT.GLASS INT.GLASS KOMSPACE SUPER 4Sit/ TPS NXT'�'G SPACEW ALUWNUM REWFORCEMENT 1,01 AlsoDEStCCAN F FILL AREA BWYLENE I SFAL 5/16"Nom 5/16- NOM. BUTYL& SiUCONES SFM 1�: C DESICANT FOAM C Sf ROLL-FORIVIED, A I N L E SS S T F A EXT G.ASS, FXT—GIASS INT, ASS IN i, GLASS "DURASEAC; XL EDGE." Ian SPACER 73 SPACER b 111 CFO T trP'­ y '070 ru -C mou)C _y D W, N. VEMCE, FL 34275 L (941>480,1600 1101STRA RON 429296 VINYL SINGLE HUNG WiND01,,,,,1 (LM) 0511 5/i 5 311J, OF MATERIALS If-NS ROSOWSKI C;HANGi-,-1 t:,,-<ur)r R"c)li:s:c),"', Ly 2 Yew 3 v "A No58705 cr ()p-1 SWE P i OCK 4 OPI AU10LOCK OR"58) 'A C -2 RI ` ' A, UPI Pllfi� RAI[ V' cx)w Lz 41 REVELED OPT, W7 1,11 'ED FPINTFRLOCK & COVER wF IN I LRIOR, AND EXTERIO iiO FRAME A/F 1 D'S 4ni E. 44j ,A n s 5 SCREEN CRT. PILI A111111CF ASSEMBLY WITH Ti i DETAILL s 3ONSIANT 0WF BALANCE J �A?Y4i) SPIRAL GALAN(,OPT.PULL - MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS UL I EXTERIOR 1-56� -4j C38) C', ------ ATTACHESTO BALANCE PREPARED BY A. LYNN MILLER -mOl ECHNOLOGY DRIVE v LYNA( N. VLNiCE, FL 34275 ASSEMBLY PI D— DIIETAILIS 1070 TECHNOLOGY DRIVE (941) 480-1600 No.58705 N. VENICL, (-L 34275 1941)480-1600 REGISTRATION #29296 PRODUCT REVISED VINYL SINGLEHUNGWINDOW (LPA— 5/1/1 wcS plymS -Rb thFf.,Ld� F STATE OFEXfEkiOR Gd� ---- NGA-N., 1 0 NO1 SXPLODED ASSEMB -Y DENS ROSOWSKI I) SOMF PARTSIOPI IONS NO r SHOWN ON DRAWING FOR CLARITY. i.n 2F J CHNEL ANFRAME SHOWN, PE.pi-tDaR, -Q-7L-LQ ARIS# I & S. OFHER FRAME TYPES APPLY. -/2A2§ N IS 0 CHANGES THIS. SHEET - LY 07/05/23 At 3)i OR REINFORCEMENT TYPES, SEE DETAILS ONSHEE-rs6&7. 'y A. LYNN MILLER, P.E. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 13 OF 13 SH5500-NOA D p 0 E 58705