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HomeMy WebLinkAbout20-824 HIM City of Zephyrhills 3PER IM T NUMBER =r at= ' 5335 Eighth Street Zephyrhills, FL 33542 BAR-000824- 20 Phone:_(813)780-0020 Fax: (813)780-0021 Issue Date: 10/ /2020 Permit Type: Add/Alter (Residential) - ;.,,,n.�:. r aFa ^,ram - � - ....-. - _ a r3r,.--•'&;µme '"r'., •ate.. ¢ `-.m _ PVC Property 15 26 21 0190 00000 0210 4715 Silver Cir „Owner Info oration ' = � ` Pernitpinfo matron �' Contractor Infor "ma`tion .t:.— Xa' � �".i�-.:1....�-�a1�na: r—.o-..�—.��- Name: DONALD LONG Permit Type:Add/Alter(Residential) Contractor: GULFSIDE WINDOWS AND Class of Work:Add/Alter Residential DOORS LLC a Address: 4715 Silver Cir Building Valuation:$2,500.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00 CO Phone: n 2 319-6431 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$2,500.00 Total Fees:$78.75 Amount Paid:$78.75 Date Paid:10/19/2020 1:35:48PM Pro'e°c�De cri Lion; INS 111111 REPLACE 2 WINDOWS S/S Application Fees _ � Building Plan Review Fee $26.25 Building Permit Fee $52.50 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete 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 PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER t f Fax-813-780-0021 e13-Tao-0o2o City of Zephyrhills Permit Application Building Department �/ r (�(, Date Received ��Zo Phone Contact for Permitting l e -7 J-` l(JVi `t caaaaaaa /e ^^\\n ![aaa Owners Name V I l Owner Phone Number ' e Owner Phone Number 1�VJ IJI Owners AddressFLJ t Fee Simple Titeholder Name Owner Phone Number Fee Simple Titleholder Address ,/ JOB ADDRESS - y e / ar !, �LOOT�# N� SUBDIVISION r 10 n V+11 G PARCEL ID# ' O' V'WQv0_09' D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW COL REPAIR a SIGN = = DEMOLISH PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION —`J BLOCK (y�Q FRAME Q STEEL Q DESCRIPTION OF WORK c - ft 1 � i R w5 S 1 Z� ► I mPCi�'� BUILDING SIZE SQ FOOTAGE HEIGHT c�c ccc�rccrrt-cctrr rc-c crrc�r crce�cccrrt-m BUILDING ) ,0" VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ J AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER l FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 111 BUILDER COMPANY Id-C(A l SIGNATURE REGISTERED Y/N FEE CURB Y/N Address License# I aC16115ZIZZZ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address = License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# [t!■l[tllll![[l[t[l[t[[ !tf[[[l[tt[t[-[l[llltlt[ll[ Illl[ltl[[[[[ 1[tt[1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Sift Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(2)Complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Storrnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All Commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. %%%%.% -Directions: - - --- ---- - -- -- Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit maybe subject to"deed'restrictions'which maybe 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 Divisior 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 maybe an indication that he Is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use In existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,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 certfcate 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 I,the applicant, have been provided with a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner',I certify that I have obtained a_ copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'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 all 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/WastewaterTreatment. 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"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing'a "compensating volume"will be submitted at time of permitting which is prepared,by a professional engineer licensed by the-State of Florida. - If the fill material is to be used in Flood Zone"A"-in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, 1 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 I 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. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR,PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ArrogN BEFO REcogpm YOUR NOTICE OF com EAcEmENT.' FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swam to(or affirmed)before me this I Subscribed and swamJbirbfre Ethis by G?-29-20 by Who Ware personally known to me or has/have produced W �Daree?oOpllkj5m5 tLe or v produced as identification. identification. I� Notary Public Notary Public. Commission No. I Commission No.C6'L Lo (QSq !4ctrf t rr%Kill Name of Notary typed,printed or stamped Name at Notary typed,printed or stamped �ptARY Mara Mixon NOTARY PUBLIC W c STATE OF FLORIDA 19�e COMM#GG268654 Expires 10/17/2022 j' INSTR#2020125JG24 OR BK 10150 PG 21 0 Page 1 of 1 C8/04/2020 10:06 AM Rcpt:2189094 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit Number Tax Folio# 0190-GCG�O- DaID The undersigned hereby gives notice that improvement will be made to certain Real Property,and in accordance with Chapter713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legafdescriptfon ofthe propedyand street address,lfavailable). CIS Sr Ltrre.l Ze.p(.t ,2�,-C. 35U1 2. GENERAL DESCRIPTION OF IMPROVEMENT: r,;-, d o u- This space reserved for recording 3. OWNER INFORM TON OR L SS E INFORMATION IF THE LESS E CONTRACTED FOR HE IMPROVEMENT: Name&Address: 1 � �SPFhc e— (.j � S_C t[ae— --O�t(�f1�r`� 3�c r 1{ Interest in Property: O WIi1P-,r- � Fee Simple Title Holder(if different from owner listed above): -y 4. CONTRACTOR: Name: 61u(t'S 1 de, W i neiotu S , D00 eS Phone Number. / 7"7s7 -�'�ill Contractors Address: %W'1?6 e(zf-) `ocza, utrw g Ft: 3(1,1; 77 5. SURETY(If applicable,a copy of the payment bond is attached):Amount of bond: $ j Name: Phone Number: Address: -6:- LENDER'S NAME Phone Number: Lender's address: 7. Person's within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name: Phone Number. Address: 8.- In addition,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. i Phone number of person or entity designated by Owner: 9. Expiration of notice commencement(the expiration date will be 1 year from date of recording unless a different date is specified. 20, I WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN.FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. j I 7 �—IcLtV kE% (Sighatute,dIpWrier or Lessee,or Owner's or Lessee's (Print Namebp Provide Signatory's TitlelOffice) Authorize icer/Director/Partner/Manager) State of -l- County of The foreg ng instrument was acknowledged before a this ' dayof ` 20 2S) by Ylf]1s koyy 0 for tl A �yrt (type of thority,...e.g.officer,trustee,attomey in fact) (name of partybn behal of whom Instrument was executed). ^Personally Known or Produced Identification �� Z._Arhenda Collins (Signature of Notary lorida) NOTARY PUBLIC 4 STATE OF FLORIDA FormIP502-Revised 01/13/15 Comm#GG294573 i ro 1e Expires 1/24/2023 I I = undo VooIl ep� a cl;llw' blt LUNN&U on HIrdi� PRODUCT: IMPACT:Y N—CO LOR: / DIAGRAM## OF , , By signing below,I the homeowner agree to all styles,sizes,colors,swings and controls specified above.Also,I i understand all 9 Urniture,drapes,shutters,blinds,verticals,valuables and any other items within 3 feet from*the openings j will be moved before-the installation of the products.) !f these items are not moved prior to installation, our crew will move them for you and Gulfside Windows and Doors 1_L`will not be held liable. !Horneowner Signature: i 4121/2020 Florida Building Code Online ECIS Home Log In User Registration Hot Topics Submit Surcharge Stars&Facts Publications Contact Us BCIS Site Map Links Search b" Product a Apppgval ,-" r �`�I - USER:Pubbc User product Aoyrovai Menu>product or AApHcatian Search>Appficatiori List>Application Detail FL Application Type Revision Code Version 2017 Application Status Approved {Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGf Industries .f : . Address/Phone/Email t;' 1070 Technology Drive North Venice,FL 34275= (941)486-0100 Ext 21140 - -- -- ..;,_-jrosowski@pgtiritlustfies.com..>.=' Authorized Signature lens Rosowski ALL WORK&IALL��j���.jrosowski@pgtindustries.cCODES COMPLY(3uILDING COD PREVAILING NATIONAL CLECrRIC CODE, Technical Representative Lynn Miller,P.E. AND THE CITY OF Z Address/Phone/Email 1070 Technology Dr ORDINANCE ��ph�l'uRHILLS N Venice,FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Subcategory r Single Hung Compliance Method _ Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002- ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https;/1www.floridabuildingI.org/pr/pr_app_dtl,.aspx?param=wGEVXQvADgsbCUITKe120DuttTaLxE3%2b6°!2frLDU%2fNYOBWWeROwbogtQ%3d¢I3d 1/3 4/21/2020 Florida Building Code Online Product Approval Method Method I.Option A Date Submitted, 10/24/2018 Date.Validated .10/24/2018 Date Pending FBC Approval Date Approved 10/26/2018 . Summary of Products FL# ModgiANumber or Name Description 1435.1 sk;-200 a Aluminum Single Hung Window(Std.Meeting Rail,inc:Pass- Th"ru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Cert-SH2O0.pdf, Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/16/2022 Design.Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R22 II SH-200.-pdf pressure,size and anchorage information.The Pass-Thru Verified By:A. Lynn Miller PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 STD Evaluation 0917.pdf Created by Independent Third Party: No. 1435.2 SH-'200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate —� Approved for,use in HVHZ:No FL1435 R22 C CAC 190-1003CAR2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2020 Design.Pressure!N/A Installation Instructions Other:Please see the Installation Instructions for.design F1.1435 1122 II 5H-200HD.pdf pressure,size and anchorage information. Verified By: A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 HD Evaluation 0917.pdf i Created by Independent Third Party: No i 143S.3 SH-800 _ WinGuard Multistory Aluminum Single Hung Window —I Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL1435 R22 C CAC Certification SH800 C.pdf I Approved for use,outside HVHZ:Yes Quality Assurance Contract.Expiration Date Impact Resistant-'No 09/07/2020 Design_Pressure: N/A Installation Instructions Other:Please seethe Installation Instructions for design FL1435 R22 II SH=800c',pdf pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH800 Eval Q917.pdf Created by independent Third Party: No, 1435.4 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification-SH5400.pd[ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2021 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R22 If SH-5400.pdf. pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by,Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-5400 Evaluation 0917.pdf .Created by.Independent Third Party: No ilNinGuard Vinyl Single Hung Window Limits of Use i Certification Agency Certificate w Y Approved for use in HVHZ:No FL1435 R22 C CAC Certification-SHSSOO.p_df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2021 Design Pressure: N/A installation Instructions Other:"Please see the Installation Instructions for design FL1435 R22 II SH-5500'.pdf pressure,size and anchorage information. Verified By: A. Lynn'Miller,P.E. 58705 Created by Independent Third Party: No. Evaluation Reports FL1435 R22 AE SH-5500 Evaluation 0917-.2d Created by Independent Third Party: No, https:/iwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTaLxE3%2b6°/a2frLDU%2fNYOBWWeROwbbgtQ%3i1%3d 213 P 4/24/2020 Florida Building Code Online ' 0 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:950-497-1824 - The State of Florida is an AA/EEO-employer.Copyright 2007-2013 State of Florida.::Privny Statemeht::Accessibility Statement::Refund Statement under Florida late,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mad to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395:*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emads- provided may be used for official communication With the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determined you are a licensee under Chapter 455,F.S.,please click here I ,Product Appir�ovaa�l Accepts: - ®® IM—slrzd ® - - Credit Card " Safe ,I i https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsbCUITKe[20DuttTaLxE3e/a2b6%2frLDUq/`2fNYDBWWeROwbogtQ%3de/a3d 313 TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN _ Y Min.Edge On. Min.Edge, MIn. Aruhar &+male 0144ance Embadment Anchor Substrata Dietanee Embedment S P.T.=them a G■ . ) 711w, 1461, .14P x.131".Common Will. (steel,I"S.S, Steil,A36 3J8`. 0.050 Max.OP of$0.0 P.T.Southern Plne iSG�.55) 9/16' 2.7J16 or 410 S.S.) Steil Stud, 053 Gr,'33 3W 4.0346 20 Ga.} 211r x.131'Ring-shank N29 P.T.Southem Pine(SG=.55}. w1B' 2-7/16, Max.DP of we . Akiminum 0063-75 316r' 0.0713' 14 Ga. 241T x.145'Roobg NOR P.T.Southem PIM(SG-.55) W18' 2-VHS'. 012 SMS P.T.Southem Pine(SO-0.55} fY18" 138 P.T.Southem Piro(SG=.55) 3141 13J8" (eleei.1"S.S. Steil.A38. 31W 0.05t7' N10 SMS ; Aiw»fma,806345 3w, 0.0713-(14 Ga.) Sted Stud.A053 Gr.33 3/8' 0.0340'(20 Go.) (steel,18•B S.S. or 110 3.5.) Steel EllaGr.33. 3J8'. 0.034G(20 Ga.) Aluminum,e003 TS 3/8" 0.0713" 14 Ga. or 410 S.S.) 3t10'Wham P.T,S*Wwm Pine MG-0.55) 7116' 1-J8 Steil,A36 318' 0.050' (Steel) Concrete min.Z85 ksi I' 1-wr Max.DP of 50A tm led CMU, STM C•80 . 2-1/2" 1.1/A" ANCHOR NOTES: P.T.Southern Pine(SG-0.55) V 14r GE•r7oo OR 1l4 Utbuon ConCnTte n:2.85 kei 1` 13/4' 1)'UNGROUTED CMU'VALUES MAY DOYJ-T9t (steel) U tad CMU,(ASTM C 80) 2.12' 1.11 Be USED IONS. iRED CMU s1ucONE I APPLICATIONS. FOR C Concrete Qrrgn.785ka 2.112' 134" 1�2'NOM.GLASS P.T.Scullion Pine G�0.55 iw 1 S' 2)PANHEAD,FLATHEAD OR F�XTE�t4R BITE,TYP. f!4`Crek Fkx CSculli i Pine . i' 1�i4" HEXHEAD ARE ACCEPTABLE. 1. li (4/o S.S.) Un led CMU,iASTM C 80 2.1/2• 1.va' 31 ANCHOR LENGTH TO BE SO THAT - �` Concrete min.335 k 2-1/2- 13r4". A MIN.OF 3 THREADS EXTEND Canerete mIn.3,275ks i•112" 148' BEYOND THE METAL SUBSTRATE T t/4'ApplaOetor P Southem Phe Ga0.55) 1" I•s/8' TYP.GLAZING DETAIL ' ' Un ted CMU.(ASTM C430 2" 1.1/4' - -- ----- ..--- -.-—_ REINFORCENT TYPE A mNoow SHAFTS As ISHOWN BELOW OR Na•NDM. trs NDM. SIMILAR,MAY BE USEDEDBYBy INSCRIBING THE --'� SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE PDR THAT BLOCK - SIZE FROM THE TABLE ON SHEET 1. 5)16"A/A PVB• -- -- Ey3 j 5/10-NtA PVB; I•- i REINFORCENT TYPE B ( iMDTH h+- -#{ WIDTH I..• 7/10"AIR SPACE -' y 318'AIRSPACE 118"ANNEALED OR \ r 3/16-ANNEALED OR I .-_ '_....; .�. I TEMPERED GLASS TEMPERED GLASS y '. -OURASEAL, DURASEAL, b. s wx $ La SUPERSPACER_•_ p SUPERSPACER„ REINFORCENT TYPE C. /i1 c1 r OR CARDINAL { OR CARDINAL f %I 7 XL EDGE XL EDGE F 1. aAc�rav GLAZING TYPES AhDAJSTOP (EOUH•IITfl SMOYfN) {PADVEWlpFEt 911aVN> TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.tAKA KURARAYAMERICA,INC.) Iteinfonoernent : VINYLSH WINDOW FPA(IMP.-RESIST,) ;r 12113M4 Upper Ute Lower Ute - 'Levi Bottom bottom $11de GLASS/ANCHOR OPTIONS �a J RQSOWSKI Rail Top.Rall Rill Rails ® y(o Isr Rl B A A A CERT.OF AUTN.I29M c R2 C A A A 1070 TECHNOLOGY DRIVE r C{ N.VENICE.FL 34275 1 a. 0. •' .> Z A LvNN MILLER.P E (941}480.1600 N SH-5600 NTS Y 2OF 4 FPA-5500.0 0•• - P.E.aeLER EDGE DISTANCE SHOWN 6STRATE/:' ;• ,. INSTALLED 1 7HROUGH/X , BUCKSTRIP EMBEDMENT FLANGE .- .... ...1. SHOWN SHOWN FRAME '•' INSTALLED INSTALLED r SHOWN' - DIRECTLY TO THROUGH IX �•'�•" EMBEDMENT --1 . .... -• EMBEDMENT _.� . ...� SUBSTRATE BUCKSTRIP `. t.._r•,_._. .•� U:-1 1' :a EDGE EDGE •d` �JJs--�j1 1 G% L, DISTANCE r=P D16TANCE �� .� 1 ,� �• ., /` I � E _._.......... ��� d i '� \, %•r.:�r.:r_czr.rzz:•r�.. EDGE 10P7.SASH TOP Ire, �tn,�.,/ .. .. .. '�: /•. LIFT RAIL •i EXTERIOR II I I .I DISTANCE J�i FLANGE EQUAL r. '__• .�, FRAME I LEG I-; ..• - BUCK WIDTH SHOWN �' .. .._ .. .�-FRAME 7 I r'' 1 L sHOVTJ I HORIZONTAL SECTION A-A BUCK 1 i� HEIGHT U`- INSTALLATION NOTES: • s '/ ip 1)2)SEE SHEET 1 FOR SPACING REQUIREMENTS. XTERIOR\ I-� `•'� SEE TABLES)ON SHEET 2 FOR ANCHORAGE AND !- } SUBSTRATE REQUIREMENTS. /� CCC1 3)MAK.SHIM THICKNESS TO BE 114. —�- -_ 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ' I� 7 ONLY AND MAY DIFFER TO MEET DESIGN OPT.SASH '' •��' i� / _ REQUIREMENTS. -t�� ' I , 'BOTTOM LIFT FLANGE ' ��.�1_..__-!LJ --•• S)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE HANDLEA.00K FRAME i1 I• I-----�!•1 1: OTHER FRAME TYPES. SHOWNs EQUAL LEG EXTERIOR FRAME � " I 'I i _ INSTALLATION THROUGH THE FRAME,INTO METAL ' i NO ANCHORS REQUIRED IN �. . . FLANGE DR VINYL SH WINDOW FPA(IMP.-RESIST) 12/13/14 •. EQUAL-LEG r, FRAME SILLS <FLANGE&EQUAL LEG/BOX FRAMES J ROSOWSKI !/� L9 Ill VERTICAL SECTION B-B CEItT.OF AU7H.W1929S 1070 TECHNOLOGY DRIVE N,VENICE,FL 34275 t A.LYNN MILLER.P.E. (941}-480 1800 SH-5500 NTS 3 OF 4 FPA-5500.0 :� p,E r 5870S ^+ �•+ EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED SHOWN INSTALLED THROUGH THE THROUGH THE THROUGH THE ' '-- -. 1 FRAME INTEGRAL FIN FRAME •.j.• - ' t.. EMBEDMENT EDGE DISTANCE ► r J•CHANNEL EMBEDMENT�llt, SFRAME fHOWNIC •-. -•'• •:.:':.. ._ 'I �+L;'ii '.; II tl l, ,�.,.-J I y�� i ,`i�. I���� '�U cr•::�.•r.. •rllvr_vcs:ra � �^'n�• �. �+ ? i1 • EMBEDMENT ' _` EDGE I,jt��j:"t 1' I .c ~=,-> Lr .,_•c: j /, • I i .�. DISTANCE TAN I ,t � .�. ;, i � I �•ti ,l� l __ } •r�R�t.�, 'i JI -.l✓�-r";.^%u!^T.V4.71 'OPT.SASH TOP .__..._;_ + (, •„�R + � '{ •�; �� !LIFT RAIL ..� jJ I - ........ _ .. i•��j i i.. h--�LFIN 0 FRAME J-CHANNEL. SHOWN FRAIVIE SHOWN �. _.. .... BUCKWIDTH . . .. ..._._...._.._.. - - HORIxONTAI.SECTION C-C.-- INSTALLATIDNtWCK NOTES: HEIGHT ...._"r�� 1)SEE SHEET I FOR SPACING REQUIREMENTS. 2)SEE TABLES)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS, "'� '.�• F--_--.— S)MAX.SHIM THICKNESS TO Be VY EXT 10 T JG- .,S•. .,I.I �C�__: 4)GLASS SHOWN IS FOR LLU67RATIVE r PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS 4 I j ui I� I 5)FIN ANWOR FLANGE MAYBE REMOVED (. ,� ,t,.,.,,•,.�.�i II i TO CREATE OTHER FRAME TYPES. OPT SASH .;•` t4' i' -1 CX FIN _ ,'•......, ,1, _. TTO�EMJi LIFT '-..w:::,:i_. h u�r / .�:.::,P(` � �:•�S SHOWN t�L�w �I`' EXTERIOR FIN cFRAME �.+1 j.: IT3....._ EXTERIOR FIN >^ f � FRAME SHOWN SHOWN G- INSTALLATION THROUGH INSTALLATION THROUGH THE 7 '-""•` (..",�(� L:� THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL . SHOWN _ ', _.-•. EDGE , INSTALLED DISTANCE . THROUGH - - •:-;�<"•� •......I_.......1 VINYL SH WINDOW FPA(IMP.-RESIST.) 17J73/1A INTEGRAL FIN ' T = EDGE .. _.._•__ DISTANCE f J-CHANNEL&INTEGRAL FIN FRAMES r+:. J ROSOWSK) (+ EMBEDMENT -'! • o VERTICAL SECTION D-D CERT OF AUTH.g2B208 °s 1070 TECHNOLOGY DRIVE r: I N.VENiCE,FL 34275 841 80 1600 : SH-5500 NTS � 4 OF 4 = FDA-5500,0 0' A.LYNN MILLER,P E ( }"I P.E.►50705 J 1/212018 Florida Building Code Online Niftill S� i �' ���n �,�.. ,t.��,. ;��Uj``r::T��:G�•..• r i �ms 011 y�� �' -mot-', .:,•_t � � .a �: fly 5 '.`-r_ -.Ie BOS Home { Lag rn { User Registration { tint Topics { Submit Surcharge Stats&Facts Publications {"FBC Staff { BCiS SFte Map { Unks ' Search Or •�a>id Product:Approval y USER:PuW3c User 'S Product Aoorovat Menu>Product nrAopllcation Search>Application List>Application Detail FL �FL2b1-R1i•�;� t WA15'. - Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived i Product Manufacturer pgT industries Address/Phone/Email 1.070 Technology Drive North Venice,FL 3427S (941)486-0100 Ext2231 druark@pgtindustries.coir"iQL ftp,,SOYA, I cofwp Authorized Signature Jens Rosowski *7101VA OR OA SOr t y Wl rH Rosowski@pgtindustri®RD gkE C rY Q�RIC OO CCU-, ReVAILjjVC N4cpq ZZPHYY Technical Representative Jens Rosowski �lHf(e$ Address/Phone/Email 1070 Technology Drive Nokomis,FL.34275 (941)486-0100 Ext 21140 Rosowski@pgtindustrles.com Quality Assurance Representative Address/Phone/Email JQ�V Category i,Windows Subcategory t(Niuliion ''pry PY Compliance Method Certification Mark or Listing Certification Agency Mlami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method i Option A Date Submitted 11/15/2017 Date Validated 12/05/2017 -- ttl��nV7naram=wGEVXQwtDquaurolwmuGtbiFAQLKHcHzTlmWEcDQKrE%3d 1/1 MIAMI-:D,A�DDE MUM-DADS COUNTY omm PRODUCT CONTROL SECTION DEPARTMENT OF RE G ULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADAUNISTRATION DIVISION T(786)3152590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) M8i v.m i a m i dti d a.a o vi�eq o u o r i x v PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 scon. 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 sliall'not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the ART(in areas other than Miarni-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 manitfacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the tight to 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. D,Ei scmpuon Series'TGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUME NT:'Drawing,No. 6300312, titled"Impact—Resistant Aluminum Tube Mullions", sheets I through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06119/17, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, rftRIVENATION 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. Awnaxnwlw: 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. XNSYL,CTION: 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#16-0218.03 and consists of this page I and evidence pages E-1 and F-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencla,PX1. NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date- November 09,2017 Page I PGT Industries,Inc NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED F. STATE,MENTS 1. Statement letter of conformance to FBC-5'h Edition (2014). and r'BC-6h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufactuter, signed and sealed by Anthony Lynn Miller,P.E. G, OTHERS 1. Notice of Acceptance Nw 16-0218,03, issued to POT Industries, Inc. for their Series "TGT" Clipped Extrnded Alwalnum Tube Mullion L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plaseacia,P.E. V due!Control Unit Supervisor NOA No.17-0630,01 Expiration Date: May 26,2021 Approval Date: November 09,2017 pETA)L A DETAIL 8: MLwON o MULLION TO 2Y WOOD BUCK "SON ML)4LION ATTACHED TO SX UBSIRM SuA'1Z 15R,avOtGR �^S ORWOOD FlIMMING WOOD BUCKAND MASONRY STANDARD CUP SHOWN) A: �(OFFSET CLIP SHOWN) { L`°v ULUDN ea ,� t j a; i j •, Wi 2 .. ILI CNa U.1 I t l SEESNE'cT5 �!t I i ^MCIZT%SI EDGE 00, O Z 4 ERHBirhE OWSsrMuv e t ! I LOCATIONS ONS . n d COhCREfEMCMU 1+ DLSTAACF �j y } STANDARD I' '1 !�- SEE$SMTABUM w. y EDGE o c , 1 EDCEDSTANCE IS438 }. •-i CUP MAY BE ! .a STANCE •a a i FORh1ASON.RY cz4 Ill O F" PETALLED SY I ti FOFtVdoOP 11 ANCHORS o y 7M5 MEIliOCt �'` as � scpsys a a4. I i i SIDE VIEW LA y .2G0',WXFOR dg,. p Imo^ O to Uw' AuvutuoN3 °. a hERT STANDARD `\ n iOTW MULLI ? Z �+ m a, , c CLIPMrtYSE' a_. n EXTERIOR ^ a. Pt5'FALLEDBY Fa atl.d. i - iTRISItERiCO� --1 .Z Z EoGt •d FOR-•'� a• Z Z 4 P� _ ANCHORS wsaOR q•, ,= O Lam*+, .- R a a TNEOPFSRTCUP)5 _ LN•sJ a RECOMrFOR v� _ __ A =� J u7 �Q..� c a EXTERIOR ° 110-wNDOws.tnn aar y OALSO DtERFTtl' ¢ p O ANCUo! sUaSrR TE. PFR9UUaCHORVRATE, U18~ TMANCHOR SE�aTAHLE5TB-13B PERsuBsrRar sEETAEtEstB seS PRODUCT REVISED SEETABLES la 183 //�J-/-•^�EpDCEIEND tyi "ISTANCE BO gytap P Bu!}ding Goaowiftr the F[oriaa &1 eA { ;,;;- ATraDflraetr NOA-No. 17 0630A1 EMBE.1ENT BUC7CSIRIP ` •• 6VOTHERS, S AWD EM3EDkENt- EENOTEt, exp nDate05 a7tAch;.15Nr lentio 12612021 •'i EYOMEERS. . ;..• •, a SitEET t. •ti..,y•a SEENOTEI, • r}i:ET'1 ... ,y. ••• ,: '• � �'•;`:,� 3'llaml-0a Ptoonct Contra ,�: _ A'nN27 HSlCONCREII:OR CLN SIDE VtEN! FRONT VIEW FRONT VIEW I INSTALLATION NOTES:. I t i)ANCHOR£MSEpMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRMENTAVON �.��,Z,Dio......,N,k,'ji�i ! ONLY.BECAUSE THE ANCHOR CAPAOMS BASED PARTLY ONTHEANCHORTOANCHOR DISTANCE.THE ,�.'`�yt-i'ttGENSg'•.r� t CORRECT QUANT17YAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETASLES ON THE FOLLOWING SHEETS.FOR 05MLS A-D,EITHERTHESTANDARD OROFFSET CUP MAY BE USED. No.58705 � { 3)ANCHOR HEAD TYPE MAY BE PAiJHE4D,NQOiEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DEfAtLC,SHEET 3- 5)FORMASONRYAPPUCATIONSINMW*QADE COUNTY,USE ONLY MtAMhOADECOUNTYAPPROVE6 i`�tt`•'•+;°CORIDA. S C� .00 LILTRACON OR ELCOIMS.S.AGGREGATORMASONRYANCHOR5. rj�iS�ONAL E• ��� A.4Yh>`IS�I�iRLER,P•E. j FL P.E.058705 szr DETA(LF QSTAILG-- DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP SAY MULLION INSTALLATION v 5, (F-CLIP) (ANGLE CUP) (ANGLE CUP) ,I za $HERTZ ZM03 FOR INSPUAMOR my MULL TOSPFCROSURMRATE /-MLU.ION 9 - - 0 0 00 0 0 z 0 0 V 0 0 C, 71 ai 0 O TOP VIEW ZE W sxawNwmtrxTOPMEW N.LIUCN4' z TW.AXCHOR 0 z PERSUDSITtAr. .S)Crl3RIOR SEETA11=1880RISS El ,YNANWR sTANop.RvmULuoNcL1P PERSUBSW.15p l EXTERIOR -,5 MOOSE 0 SMTAatVSib443 t, 11 CONOM0.1m CLI z z 1 2 PERmiLUON sm,MUSTER 0 V WSrALLM INSIIDSOFSAYMULL 17-1 0 6fUSTBFtNSTAL1m 90 U0 INSIDE OF MUU- PRODUCT REVISED ;3SV!"PIyIntj Wtth the Florlda '11—zaZZ1�1p BuRdIns Code ea IN170WOOV, RDA-No. STMEL.AU44 Expiration n.,to 0512612021 STAWARDCLFrOSE EXTERIf ALUM,CMUOR4WONRY MOWFIW a&F=. Sy Product Comm WERICR ALUK CMU OR= -1 EDGE DISTAX02 PS3 ANCHOR, STANCE NOTES FOR INSTALLATION OPTION G&K' ti���`,apV1Y LYNA, PERARCHOR SP 1)USE2 ANGLE CLIPS PER MULLION END.CUPSMUST SF iNSERTSONSIDEOFMULLION. NOTES FOR NSTALL= I"T., 2)DETAIL G.BE--TABLES IB-14B FORANCHOR QUANTITIES AND SHEETS 21-23 Fort HOLE No.sa70S t !)DETAIL IS NOT APPLICABLE FOP,THE!BAY OR 1.24VX 2.1T`X,12SM=ON. LOCATIONS. :R 2)SEE TABLES 1B.138 FOR ANCHOR QUANTITIES ANO SHE,-TS21-233 FOR HOLE LOCATIONS. 3)10ErAILH-SFE7ARLSS15BOR18S FORANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 2 1, NAL 0 FL Fi.Ef$8705 TABLE 2A w iutuglonCa tc Table lbvfte Opennt Width Uor2ettltairy-sparllm rrddicr•S)crOpcnlns Het9hf Vc0oftrta6Ysparv6 g im-17 tiS) }2TS4'�1Z K SON Gain 70In a In 90 In 100 to L'1]L4 14a in R0cGn901a( Tnp?da r 7Eclamvlar 72r mm. Remonvi ,IV haprklam0. Reetmq lrr Traptr-'L1ng. Rbp1an2War lmplmm. tloattmQtCor T14PTA0v4. Rodon uar Z Tmprf4Dr0, Ratairyvia( T.Fattom R.c llumr T1aMNd0nQ �' t- 1Y2X.375 L"ebv LDaed Lmdt n; taztfn0 L02ft LoO&a L=&g Lmdl o L.&V L0mdv twdinp Losdtn0 L2odkv LDDft Lbadlnp Laodina La^a La arl ^a'4 1 Alum-Tube B' s � 1 � s �a'... �` , a• a., z .. 5; 'r4 ',.. -�' .. 3 -1 � a.. 3 $.. 'i• .. a a.. a Mullion .8 2m 2a 3 a4. 2 85 2 U 2 $. 2c, as+ st & .� C4 �' ) a s su 3G �.8 "� s� $$ s� ¢ ss b u 3o B_ It 421n 1TO.a 62A 17aD A35 15'!.3 en 170A 476 129.Y 8S2 17aP Sob 1t26 e62 130.5 510 100.9 002 i689 St7 928 aaz 100.5 S'a 75,7 602 ISO.!) 617 Cu 6S2 d4- b17 56.7 fiGi i62.9 e17 5 f 481n 121.0 607 134LO 419 10L4 507 119.2 410 56.9 W7 IM7 403 T0,0 5ar 1=6 391 6r.d $or 99.0 37T ca0 Wr SAD 30a 5a7 927 09.0 ads 43.4 507 60.6'29 in 103.7 40 1140 378 BM 468 0a5 3?1 741 45a $a$ W4 00 4S0 as 250 57.8 456 •at.3 '3T a1.a 4ae 00.8 368 A0.2 45e aO.O 360 87,a ASS 35a 324 469 W.0 255Sd In 60.4 4rN S.i.3 33S 71.2 40p 0a9 320 61,0 d00 727 57d' 51.4 40P 07.3 378 47.5 a00 64.0 315 A27 4O0 Q23 314 3S6 A00 6L6 3t'4 30-5 4DO 313 28,7 40a 61,81 113 C0 Lit 'O wIn SIA 1324 CA9 270 5L0 324 57,s)2T A44 WA 6f.2 2% 36.0 324 4ae 280 S4.8 324 -Ml 25T 3t.1 324 420 25S MO 2V 43.6 = 222 =4 253 1S.S '324 40.5 = LTW,8 294 CA 252 44.0 294 40S 248 96.4 294 4t.6 241 31.0 294 OA8 In 20,0 04 17.1 =4 MO 2D4 3a2 =2 224 294 33.5 230 10.2 294 230 i60 234 33.-0 23O r, Z WIn 4S0 265 45,0 23D 30.0 2W 424 '22S M7,4 250 ST.s =1 29.2 2M UA 210 -0.0 2M 31.8 2t6 23.4 2Sa 29,6 212 'MIS 355 28A 210 M7 MO 201 ia.S 2U 21.7 200 � � Y � Y� _ .A 72 ut Oa0 27S 37.4 195 30.0 T.5 322 181 2L7 =5 28.4 ISO =S 225 2S8 IM .0.0 225 23.5 102 19A 225 22.5 180 14.0 225 20.3 177 12S 226 10.3 S7S 113 ?SS •f9.0 17a (6 TO In 36.0 202 -02a i77 2Sa 202 27.2 1?3 2t.8 202 228 RD 10.2 Zltz =3 167 i7.0 202 19.7 lay 142 2rl3 15.4 163 128 202 16.T 182 iO8 2x4 169 1SD 9.8 202 Sa.a�SSS W 18 in 26.3 td2 29.9 169 236 102 2S7 Se5 20.?. 1a2 z0 162 113 Ira f37 ISO 1ST 102 1a,1 157 5-42 122 188 1S3 11.0 192 IS2 Ia2 12.1 1'2 14.4 7SD 8.0 102 tow 154 Q 9010 58.9 tA4 58.0 129 154 1d4 tst 12. OStn tS2 42T SSfi 113 TA9LIE20 ANCHOR CAPACITY ADJUSTMENT FORMULA ARC110rC0 ae Table bsl X Ik 5184 2T8 Cmwtae 35tConb. Lrow oYtU False mu PT wow Stosi (Da.)X( 'I=ANCHOR CAP.,,,, � Y � va^13w W4 ssm_5ft0`Ew. vrss Elo BASoWt el2std m2 � � Q I _ AnciiO7CllpPattema AnataN - 371a"19^.Dt10Dc4n ria•SraUa400n 3ri6^F7mLt0unn IJ4•E1coU!Nagn imeevan ApICSCDUm t(rmon A00t05E10r Serax lG6}setcx{GS} SeOnv(G5) USE THIS FOI?MLJl.AT0OBTAIN 7HE°ANCHOR 9dpe 0sWnc0 Mfi I. z-12` .t^ 2arr ',Its' r 2-u 1• u.'r 3-v6• W ItAr o.ar o.D24• CAPACITY REOUIRM"CORRESPONDING TO AN a ara� z .V) E•nbo4metn I. t-tfa• 1+Y4` t.J4' F i-it4• 1-1W I 1.IW 1.114• 1.1w 1.174^ Y wa• lava- team ACTUALPRESSUREREQUIREMENTFORTHE � �' u 2An=aa434JVmT1.O.Cr5landmd or O;b4CCL'D470.17[Imp" 360 te4 390Im 4mR E9a Wn 1644 fb4 2701bo 200 too =4 ma 7AOim 074b0 ee4 m4 O4ems 341@a 442 Do 58017m OPEN➢NG,WHEN IY IS LOWER THAN THEMULLIONtyTu ���� 4 Anebma Q L15• In.O.A➢sipmbN(oro,ro�a d4a 9np.2): 440 fart lea ma WA WA WA NIA Seaton IVA NIA NIA NtA WA 6821m ass to, 1170IG CAPACITY(FROM THE TABLE)OF THE SELECTED a 4AWA0M 0sfdbl.O.0 IR}2X5 Rn910 Cllpn7(Fi0.3z780lba T90 ibc 600W iWOWa tMSA 54DIbc Wtba WA 760 on 74a ma 16Dmn iw2 mi 682 roc 885Ion 11201, MULLION,IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED f ZAmh=Q PAP MY1.0.0.1lH2Sp,Nta.12rAAM IRS..; WA WA WA 111A WA WA WA WA NrA WA WA WA WA WA 7161W CAPACITY WHICH MAY BE USED TO QUALIFY as comPl lag with Oho fl0rtda t Aaclwrrv-atliFto-ax 103106 ='0a q45 ry �2tm 1:.5mc 14n ms miao 37a 1x ie7 Ws at3 Wa 4xa ma ITP Wp 2zt loa 2aams ADD rNONAL ANCHOR OPTIONS FROM THE BWldtuS odo S 2AnoMq&L1SMIn.O.ClFC6ptfl0•Bfi 201" 3"to. WA WA WA WA 10Dma WA WA WA WA WA 3911b2 442ibi Sa01p4 ANCH0RCAPACITYTABLE HOa-No. 'i7-0630.Q'1 y NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAROCLIP. Explmtloa Pato 0512612021 1! 1 Mtam d rottuat Cantm FIGURE I.� FIGURE ^ ^yn'_ TABLENOTFS: ;� �' 1)E SHEETS SC 1 FOR INSTRUCTIONS AL ATI N T8RMET TABLES AND S}9EET 25 FOR INFORMATION ON LOADING. SEE SH£EYS 2-4 FOR GENERAL INSTALLATION biE7HODS. "I 1•�0�I- 2)LINEAR iNTT:RPOLAT(ON SESWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE FIGURE 3: [- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETSZ-23. t1L 1 i t i i i r!r 2600' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. I �� � L Y N ' FIGURES SHOW SUGGESTED,APPROXIMATEHOLELOCATIONS. .�`%"C'a'd•y10ENS ANGLE CLIP MUST BE USED W PAIRS q}SUBSTRATES:CONCRETE SFL4LL CONFORM TO AC!301 SPECIFICATIONS,HOLLOW AND GROtii=PtI.LED •'75' �� CONCRMBLOCK UNIT(CMU)SHALL CONFORM TOASTM GOO•WOOD SHALL BE PRESSURE-TREATED f No•l:S717a I_ 11It FIGURE 4: FIGURES; FIGURE YELLOWSOUTHERN PINEWITHAN SG OF0.5S.ALUMINLIMSHALL SE6083•TSANDBEAMINIMUM OP.12S �^1 - THICK-STEELSTUDS TO BEAMWIMUM 6RADE23AND.046'TH(OK(18 GAUGE},S'➢RUCTURALSTEM70 BEAT 1^X2•X.375'MVLUON .,0: 5( _ LEAST.125'THICK AND A36.ALL ANCHORS INTO MBTAL SHALL EXTEND AT LPILST3 SCREWTHREADS BEYOND LL- -----1 THEMATER➢AL;t10S#12ANCHORS INTOWOOD MAYSESTEEL.1U&S.OR410 S.S. F /rr)r,1 1111 t A,LYNtN MILLER,A,E, 1 FL P.E,#$6785 4 i 1 t TABLE aA o � vtutiionCaa101TyTabiof36sfii2 c OponingWidth(fcrveR(ca 9pamirgtlw!Rona)orOponinQtloifiht{fa^7v7120/tdtF}3P2t1t1lnam0@iOCb) �+y soN BOM 701n 1 N so It 120 in 14011 ISO f0 1%2.753( ltrchnputat Tiep fdnn9• R<Csriew. 'TnpfManO, P.OeWnpldu Tm9176o0g, Rce mol ' TmNTttylg, Ro4mntPtu T Oriit,mp. RopmrDWsr Tmptt'don0. RncpnOWOr yteprti4mH. mctmodur TmMdm& ttmtencfu 7n•?Itdme. ✓"kti m -IxZ7SxCoAhim Lo dlrcf Lcft LvrAiD 1=1-00 L-rov Lmda8 Laodno L"'ofv LOndNO Lmcft Locdng L.6v 'aad'¢r4 tn4 AnD WaeinO Laadne taadt6t LoecTnp Uj 2• " b 2' b �" b i b b 2 Z 2: 2� S Z~ _2t- 2, 1 2• D zr W Tube `a ',., a 3u,-, .. �,,, a �.. 3 7;.. & *^ r r .?• Mdn7en �' G �;a a �.x ¢� a 4 a.� $ G & a•G w a a3�^( {'� yj'o x� a U V V U p <> t3 b C [)Y t;4 U J, U D w V V V 9 V V� Gl V V U V LPoi V O tf tt f7_ V q p �y q s ��y�y � E£ €£ yea h s g ,i� N "I �� x s� 1� � 1� �r� � a� s �� s� g az H C5s ,`-_= d`e°t ti ;3o e1`'a z! `.e>s z � � a g K '�. ..$ Ica 'v -9 i" n , "�' £ Q rn mk a H i a a� V a s 4� } o w 42N 170.0 61A! 170,E 43S 170,0 744 t70A 478 170.0 860 179.0 5D5 l7R0 993 170.0 519 170,0 171d 170A =1 170,0 f240 110,0 524 f70.D 14t'A 170.0 Stt 1697 {e26 170.0 521 138.e 1620 170.0 521 5 N 48N 170,0 T04 170.0 52d 170A P30 1T0.0 54i 570.0 982 y70A 630 110.0 5533 y70.0 681 170.0 12'76 770R BTf 170.0 1417 170.0 000 T417 1417 770.0 6E0 1215 1417 170.0 690 10d.3 1477 470.0 880 50.8251n t70.0 747 170,0 ma 110.0 *83 170.0 631 ME 1048 l70.0 634 170.0 175S VOW 723 1s7•e 128E 170.0 747 10W 1286 170.0 750 MLD 123E 1Y0.0 758 104.5 U&C 170,0 716 91.4 129E 170.0 756 � W o� 54In 170.0 701 170.0 $12 17MO 951 170.0 Eat 170p 1110 170.0 754 150.T 1130 17ea 8m 133.E 1t56 170.0 837 120,9 I= 17C.0 ME 10AS 11.39 170.0 Est W.1 1130 170.0 861 7&3 1130 170.4 061 a Ul o tlJ M 60K 170.0 885 170A 701 1465 9t5 182,3 784 l25A o15 144,3 746 1C8.s 81S f1.3 739 97.6 s15 1yi,9 728 87,9 94S if0,5 MO 732 87b 114,4 715 Bye 015 114A 71$ 6&5'915 i14.4 715 7�- "In 151,8 83(1 161.4 710 125,5 E40 I= W4 108.5 030 1232 $01 94.0 B30 112.2 679 U,4 nO 104.E 662 75,E = SPA 6% 6i3 830 94.5 049 54.2 B30 041 64S 47,4 830 41.1 60 U g' m 96N tZ-17 767 140.0 OSD ff0.0 Y47 119.E 03a D43 757 106.0 tw1 6.".5 7S7 MI 9U 73.4 7S7 69.1 BOB 56.0 747 842 SM SSA 767 7sa 583 412 75T 782 591 41.3 757 742 %1 G Z t!! o _ CL 72(n 101.7 835 1080 552 t419 838 91.o 544 72.7 630 sm. 530 wo 63S 712 521 50.s 6W WS I$f4 sms 638 BL3 508 *A ME 57.2 Sot 362 M. SM- 497 3t.8 4W 552 427 � _ .�co,i � y 70In 8e.5 577 00.4 498 72.1 S71 70,E 42 8t,a 571 07.4 479 ski 57/ 00.0 471 43.0 671 $5S 454 43.2 $71 ME 459 36,0 5" 47.0• 451 30,E 571 44,E 447 27.0 671 44.6 446 ^S n L - 78 N 80.0 542 83.4 474 70.E 4£6 57,1 SL 82.1 459 60.0 542 55.7 449 44.4 542 51.0 442 49.0- 542 147.6 1 437 33.3 54Z 42,E 429 28.E 642 40.6 425 25.0 MZ 40.1 423 6 in 527 407 53.7 381 42.4 40T 45,4 355 }T2 407 39.0 349 3y5 407 35.3 3da 28.4 427 3yi 338 26.0 407 28.E 334 21,7 407 26.1 327 18.8 407 24.1 322 11i,3 407 23.0 310 .o: 0 Z ro � 9513 420 44.1 320 33,E 358 372 314 30.7 32.4 109 28.E 3S8 Z&s SCt 218 356 26.1 300 2L5 350 24,9 296 17.E 358 21.0 2m 16.3 358 702 284 0. � X j 60 O TO6N 20.1 263 30.E 255 25.7 283 uo 251 2t.5 233 22.5 2dt 18,s 2" 102 1 244 16.7 283 1810 240 1%1 2S7 16.5 237 W.,n 11SN Z7.8 267 28,3 242 217 Z61' 23.E 238 1s.0 287 29,E 238 17.1 267 ix.3 231 16.4 2V 16,5 223 TL' N V 1200 2211 22E 73.3 f570 1C3 929 15.E 206 1E.7 1=9 162 202 G U 4 0' TA8L848 MOhar Ca act TSbtO ha co ANCHOR CAPACITYADJUSTMENT FORMULA* a � �0. U3`r'� Su§btmm: 2Jk 0on<mm awkeanc, avnlu ANCHOR CAP.,,,,,,e,,, -''y5 LL'Z� RtlOdcdu PTWOod Ww {DP,)Y.� ,=ANCHORCAP.., c� " A ��g.o AM?,.Ty%W 3116•ERO IHtao0 IW EloUb4ea1 St78"Ek0 :liB'Efae Ue. 174'Eleo lMimt-„a if4'E3EL-051f6-E1.0 t/4^SS FJeo 310 (- 8125tce1 912Steel Oat7LL10N AnchorCOPPattdtns tAaoSn ADCMS1etV uAmcoN AoOmOotor SeersiGS)S<mwta}) s<mtv(Gs) USE THIS FORMULA T0 OBTAIN THE ANCHOR PRODUCT RF-VISED Ed02 t53wm(m. 1' Z•t2' 1 1^ 1 2.112' 2-111 1" 2•v I 1' I24¢' 2• 3.12" Z^ 0,45' 0.54- -Ea-m CAPACITY REQUIRED'CORRESPONDWGTOAN as c IWVIYINO with the Florida EmbEdmem.(10 Sdir I-wr I 1a14' 144 T 1`11• 1-u4• W/4 1-Im, 1-1/4^ 1.1/4' 1.310' izw wr.<a ACTUAL PRESSURE REQUIREMENT FOR THE Building code 2 Anbw,ap4.76•nnnocrsWlwb,a4ro4f<c aytPla.lk 39o9i4 mi. 450 N4 Sso fSt 1e4 m 270100 2441W 3541b'a 74 Mfa 274M Q41bt 54eme 341r 442Ibe boo roa OPENWG,WHEN IT IS LOWER THAN THE MULLION NOA-No. 170630101 4A0tAon@1,46'l'AIn.O,C.i50mdeo(af09«t)GlptFlo.2Y 48D Ba 1o081s NA WA WA NfA 380 i0s WA WA WA tuA A 0x2We ea5 bx 11201bs CAPACITY(FROM THE TABLEI OF THE SELECTED molrntion Dofm OS126/2021 4 Anetwt4@8"N4r,.C.0 it22e0AnDUGiDsf{FYp.3} 7FAibs 780^a2 Sep It. 1550(b0 2868Ilx 510 W4 bR01b ,�'W 700 th1 748 tM 8201bt itl9M. 4E2ms Rash 71M MULLION.IT WILLYIELD A MINIMUM ANCHOR 2AOeaola at UT Mot 04,104;4y,NW aW Akm(fl0.A): WA WfA NIA WA NA N/A NIA WA N/A WA WA N/A WA 773 Rm CAPACITY WHICH MAYBE USED TO QUAL)r-Y BY i ArwhorlFLvpti•0.U 195I55 105fm 2252,a 4450n 9t,bo 155 Ou 140 tba 1771Cn 1 470 ma 1871b. 332160 4m1b4 110.1. 2219. 200105 AODtTiONALANCHOROFTiCNt1R SCM7HE Il,.-- a roan Centres • 2AnchMQl.U1hM0,C:FCt10(flO,OF 240 fba 3500m WA t N/a Na WA MotbR Wa WA WA WA WA 30 foc 4<2Ws SODWs ANCHOR CAPACITY TABLE. NOTE!FOR THE OFFSET CLIP,USSTHr SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE$TAN13,4R0 CUP, czJ CIRCLED VALUES ARE USED IN THE"MCAMPLS ON SHE'ET24, FiGURSI: r FiGURE2: TABLE NCTES: 1)SEE SHEVET I FOR INSTRUCTIONS ON USING THE 1 , SEE SHEETS 2-4 FOR GENERAL N METHODS. INSTALLATION METHOD SAND SHEF1'?S FOR INFORMATION ON LOADING. .� I� .2)LINFAR iNTERFOLATION BETWEEN MULL LENGTHSANDIOROPENiNG WIDTHS iSALLOWASLE. 11171t i(i/f � 1pN N FfcuREa N 3)MULLONANDMULLIONCLIPSSHOWNARENOT70SCALE.FOREXACTDfMENS1ON5,SEESHnEM2,1^23. 2,7SD" �'' 'C';'ytGENs•'�ff HOLES TO BEOPALLEDNTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSSEETS21-23, If FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, I ANGLE CLIP MUST RE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ,. CONCRi^t'E BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRFSSURE-"fREATED 0' 'fl FIGURE 4: FIGURE 5: FIGURE b` YELLOW SOUTHERN PINE AN SG OF Oa'S.ALUMINUM SHALf,B860&'.'TS AND BEAMWtMUM QF-125 -'i' � t g '-` ,{.. THICK STE6LSTUOSTO SEA MINIMUM GRADE23AND,045 THICK(IS GAUGE}.STRUCTURAL STEELTOBEAT Ate"'' VI > ) LEAST.125`THICKANDA38.ALLANCHORS INTO METALSHALL EXTEND ATLEAST3 SCstEWTHREADS BEYOND t'X275'X,650'LiULtSON %� I;OR10P,:'C�"• THE MATERIAL^#10&#12 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S.OR410 S.S. '�.;�NAi.fE�;•�• A LY{�Ni 4v7ILLER,P.E. FL P.E•#68705 TABLE SA o a MutgonCap30SlyTabte(Ihsttt3} n OparcingWldHr('crtit:rtir�(Iy�6parndlgfiWiOnS)oYOPenIngHAtpht(farhoAzornaSy-spann;rgm{miAfu) �a`'S S� 50§4 601n 701n 6atn D01n tt0 in 1201n i401h Min RatanOmm iroprcEana. A.eRuO,alar inp'TiEnp, pl%un war TicpraIgm. RaatmmWar Tmprrft R4Cia.g.w TrDA77risn➢• t4aman;uWr Tmprdan0,' }iedon0dat T-OAan2• RaabnO"-!a' TtaplTf-v. (tacmnOntx D. t 77c4X 125 lezdnP LoadnO L fg (obmao Lmft Loatln9 Loadna Lobd.g lmmn9 LaadnD Loadns LCadMO tmdh0 Ln0e7EB Lcsdn9 La e q Loodno la4t"19 n�4 tY�t 4 o 04`i o =42M ITNJ 62,1 i7a,0 416 17U 74L 170.0 478 VILD 863 170.0 506 17d,0 on 170,0 511 17a.A ilia i7o 6.'t 170.0 1246 170,0 621 170.0 14BB 170.0 $21 145.8 1409 t70,0 S21 727'.4 1443 17ed fiat ,:1 4Gln 1T11,0 700 470.0 b24 170.P t30 17a0 4" 174. 992 170,9 60 170.0 1135 170.0 G01 170.0 1276 170.4 6T7 1»r"3 1301 170.0 080 7303 1303 1704 089 iti.7 1103 170.01 BOA 97,7 1.10 Ina sm � Sa.62Stn 17a.0 TAT 17D,0 603 170.a 896 170.D 031 170.0 1046 t70.0 $44 170,0 1195 17a,0 723 1$63 1235 170.0 Y47 140.5 1235 170.0 766 117.1 1235 1170.0 755 j 10,41 12.15 170.0 765 67.1 1235 17D.0 758 647n 110,0 747 RO.A 612 1 17a.0 ➢58 570.0 SSI 170.0 1116 170.0 7544 134.4 1I55 170.0 801 1131.1 1168 170.01 337 123.6 115a 17a0 659 1= tiSS 17a,0 861 1 S82 1155 170.0 S61 772 11M 17MO 881 (E m m LD 60 in 170.a 845 170.0 701 168.7 1042 170.0 757 %ZS 1042 404.1 832 nLI 10fi 146.7 Oil 1112 4042 135,8 Sot iOa.D 1042 f342 791 t3h t012 12SS 702 71.5 itH2 4251 782 MS 1042 125:1 782 !- en Ve 131n 170A am 17a.0 74S iBl,2 D1R 1626 eta 12U 992 144.4 799 1i3.4 092 13t.9 782 10ae 992 121.t 768 90.7 992 1t4.e 75s 75s eC_ 108h 743 s4.4 A92 108.0 744 58,7 992 1030 744 U 'Sin 165.4 047 170A 780 1373 017 144,0 760 116A 9A7 130.3 763 103.4 947 117.7 752 213 447 t08.7 ISO 427 W 10L2 rW ti4,S 34T 03.1 773 59,5 A47 94.0 ,14 51.7 047 64.0 711 ? z V)-,dC F 721n i359 asa i42,7 737 1132 240 124.E 7- 97.0 040 1a6.D 108 $4.0 Bt9 SOA 893 71C 849 80.7 COS 67,9 940. 92.7 675 50 840' 75.3 559 48S 840 72S 042 42.5 843 7L4 6S5 U iu d �Z 7611 "SS 764 120.7 665 56,3 A2 107.E 662 825 7e2 80.0 dA TZZ 762 BP,B mms 642 7M 742 SM 67,8 762 02 613 40.1 762 1-S 602 41.3 782 W.9 597 =I 702 54.4 545 y � m 2 7eM 1o6S 72b 2H.1 W4 Box 724 94.0 02i 76,3 724 f2.9 BMW M& 7S4 74.4 550 594 724 6M1 691 S3.4 724 CA S83 44,S 724 57.S 97s 382 724 54.3 SE7 =4 724 53Z S86 p Q 1 ^ •r•- 90fi1 fine 647 71.8 483 SU 543 6a.7' 474 49.7 545 529 -m 433 543 4T.1 4% 33.0 543 428 452 34.3 50 ftu 449 So 643 34.9 436 2A8 543 --1 420 21.7 SO 30.7 42S 2 � a Mtn 573 470 S83 4'7 473 47E 49,7 419 40.9 478 ZS2 412 35.E 470 294 4% 313 474 :A3 4D0 29.7 474 32.0 308 23,9 473 20.S 3M 7LS 47a 25.6 380 17,0 878 24.2 s76aZ>aa Ko In h 40.3 277 41.1 B4S SaS 37J 34A 336 :MB 377 30A 319 252 S77 2e,6 325 224 377 24.9 321 =I =7 27.0 317 58.8 377 19.0 210 14A 177 77,t 204 - ti � r w n S III In 3T.! 35T 37A 321 30.9 357 41.9 ale 26.5 367 27.6 313 23.2 a47 24.4 309 2016 357 220 US %$ 3ST 2a.1 30f M1S,4 3i7 47.4 2.94 c, 1U 'X a. x x 12DN 2%3 308 22A 279 24.1 Soo 2E.4 214 21.0 303 SO 270 13.3 306 1a.2 267 163 306 173 266 F- � - 1441n 77.0 2i2 172 1IS S U X Q e h '� .y O TABLE 6B ANCHOR CIWACRYADJUSlIMW FORMULA: c� AnehorCa a03 Table Ibs a E r ANCHOR CAP..,,° iP 8 m +-'�c-'3 Sbh4Vnlbi 2.7K Ca,ar4i4 35k Lnnn th7aaCMU Aa4a catu frf'Ktc4 N.C.ai (OP,,,)X{ }=ANCHOR CAP,_ 5ria•e. 174°ss a*SirEw iWsssm oi0cne4 412SW 412%lft MULLION CAP.",,,,,,,,° PRODUCT REVISED AilchorCVPPattam9 7"'di0rryye a+ts^EbotLtsbon t/a9kouvrxm Ult-1 3M8"EfballtaacPn 1W61aaui9acrn Aonnc+asr Often Aam.SaIot 9a2wtG5)8cicw(^-a? svow(m USE THIS FORMULA TO OSTAtNTHEANCHOR as CvrnPlyins with tha Floritta Eap Olatnnso qnk i• 2-irx 1" 2.7tr 3•UC +• 2.1w S" I_%w 2+ 3•va" Y 0.4L• A.51' Aa24' CAPACITY REQUIRED'CORRESPONDING TO AN SVIlding Coda btan4lintnt @i7. fJA• 1.3'A' 7374' 1-0t4' 2" 14N° 1.19, 1-4A- 1-1W VlW 14W 7 13r4" 1378' tOrlCa ACTUAL PRESSURE REQUIRFMlENT FORTHE NOA-No^ 'T7-OFj.�,O.D'S 2 fNC1nM OD MIS'Nan,0.C. 6mC[ettlar OlnCf LOP F1P•1L2% 364 ba 0ft 4501. 8901ba 184410. 270 PA Maim 354IDs 7401ba 3740E flea lbs 9*1ba 341W 1 44211'3 680ibb OPENING,WHEN IT IS LOWERTHAN THE MULLION EcPlration Date 057t291202'1 aATWwn 68224't41n D,C,/slardEa(tMi3lbatJ LBP(810.3Y• 70P fen 7W101 330u 7ataiW asn. WA 5001n4 WA 030 ibo WA t601aa NIA wubs a851M t120Gs CAPACITY(FROM THE TASLE)DF THE SELECTED BAMalfon®i.to'Win O,C.l Smnama(w04saq Gip{FiO.s� 6609x 14Wibs WA WA NW M'A 760fen N+A WA WA N!A NIA 13631U T77o 141 22<98a MULLION,Tf IANLL YIELDAMIP71MU31l M1CHOR Dy 4 An=t43'=10A,w)__V.C0pa t(F� 750Da 7301. 58D9aa up 188aibc 540 ib4 5501ba WA Teoibs 740ibn BOOM. +Bmiba 682 m4 8651na 11201. CAPACrTY WHICH MAY BE USED TO QUALIFY retom+-D aPfvduct Centre _ enncMtsQ Y?79�.O.C.1W 6An01a Chal�ri, 11701ns 11701" 1ap0les =UW 2844IDe 8folb4 BdD Pa NA 7f401ba 112216a 131a 10n 26361nc w221Y- i32r im 166A0: ADDITIONAL ANCHOR OPTIONS FROM THE a Anen4n(90.4S1,4b.mc6 Iucm ww.126•A:rea,¢72.7R WA WA WA WA WA WA ILIA WA NIA NIA W0. rJA N/A NIA T430 Dn ANCHOR CAPAG71`/TAELE. 2AnChnla g2$'M1tnr.O.C./F43b tiA.ek 353IDi 350 as 2804na 7051" 470Iba 1lL1 2600s WA 3f5pE NN aa00a NIA Sal lba 4t2f01 060Ibs 6Anafwn 9?1.1S mh OSI Foo VIa.9k 4061os 7a0aa NIA NIA WA WA ZeDWa A t77A WA tAA DllA P3716a ee5 as 71201ba NOTE:FOR THE OFFSET CLSP,US-.THE wAE ANCHORPATTERN AND ANCHORtIALUESAS THESTANDARD CLIP. -••� 1A00° �-- TABLE NOTE% FIGURE 1: FIGURE21 FIGURE T. FIGUFM 4: FIGURES: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SH5ET26 FOR INFORMATION ON LOADING.SEE �_^` �• ee ° ° o SHEETS Z•4 FOR GENERAL INSTALLATION M>:T"'r'IODS. ,11 iI LYNry f•,� ° • 0 2)LPlEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. y �'�a•'LiCEN.".f 3)Mt1LLI0N AND MULL}ON CLIPS SHOWN ARE N07TO SCALE.FOR RWCTOIMENSSONS,SEESHEEiS 21-25.HDLES 4'000^ TO SEDRiLLEO 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW _^ No•58708 FIGURES: FIGURES: FIGURE71 SUGGESTED,APPRO)Q,MATEHOLELOCATIONS. a�• a o 1 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 201 SPECIFICATIONS.HOLLOW AND GROUT-FILLED e e • r �--E...JI CONCRETE BLOCK UNIT SG SHALL CONFOALUMINUM B LB 60 TSANWOOD BEAMHALL EPRESSURE,25'THI DY$L'OW �- 125^ :Q�.- S titE i(L: SOUTHERN PINEWCTW AN SG DF 0.55,ALUMINUM S}{ALL BE 6063-TBAND$£A MINIMUM OF;25'THICK STEI7. i�' • ACORID?'. ANGLE CLIP(FIGURES S&8)MUST BE USED IN PAIRS. AND AX ALL ANCHORS INTGRADE METAL SHALL EMNO AT LEAST 3 CREWNTHR S ONDTHEMATERWL'K10TEM TOBIZATLEASTA- i&K ~�✓�!�S70NAI" 1r12 ANCHORS INTO WOOD MAY BE STEEL,IM S.S.OR 410 S.S. rxs'L11 A.(Y� N MIL,LE I,P E StULLiON FL P.E,r ra8709 TABLE SA Mullion Capacity Table(lbsife) Opening l"Rd1h(Torv9sts�Ay-spatvirlg mtilfiosaj or Opening Hcightifo[hedmr�flY•3pD:Wtlg mWfoss) Mtn 6071 70 to Min mini001n 1�N tt02n l60Yh t a 1,28"x RxnnPHv 'r-s q. Rac7m71v. rI- onV r m TmprT 9• RM TmprtnnrM. P.1 War Tm �59• �q T11. .9• ROL•9t15VIar TL�varsy R�OG'3rgdDr /,S�nnHO. I Ram NCeI' STmWDIar,O. Rtec+cnCrlDr TmPm1�0. °,�` l.wdnc 4a3900 LPD16DQ LeDdn9 Lolling 4 gY Tube Mug sC 3� 0 3$ U 71 a"� 3 ad a �� 5 s 8t �$ a 8w s� 8 b s �" & '� o S �N U o 2�Cx id`a kz d <c -�'idc � ax r"c ^NP'• du� :f1 d1'a ? d� '� z#ca 3� �'�,' 9 K $ L� y �u o Soh, 570.II 82P 178,8 435 170.0 7d4 t7D.6 i78 7T0.0 68E t70.0 605 iT0.0 542 174.0 01H 170.0 iHG t7D.4 S21 170,0 LAD tTR9 52t 174,4 SA88 t7d.9 521 {70A 173s S7C.0 52f 16t.s 1768 i70D 52t rD 401n 1T0.0 708 S7DA 529 fl0,0 850 /70.0 SB4 TJ0.0 992 i10.9 6]0 170A 1733 770.E 661 170.P 12T3 170.0 67 i7gD 1417 17D.v 690 261,8 156D 7760 6H0 132.7 15ta 170.0 69P 11H.1 15A8 170.0 6$P W Ly H r�7 SS.e]S In 171L0 747 S70.D H83 170.0 996 170.0 631 170A 10t6 t70,tl 6641TOA 116'- 170A 723 170.P 17A5 t70.D 767 187.0 1t68 R0.0 75B U9.2 1d68 i7C.0 756 1183 146a 1T0.0 75B 10t.4 1488 l70.0 756 LU IS" 64N 17gQ 7ff! STOA 612 270.0 9S9 17gb 69! TlO.D tYe 570.0 T6I 170.0 S73 170.0 M3 163,5 Iv 170.8 E37 146.0 IS76 17R0 8H6 12'13 127G 1T0,D 86t tQ18 i1T6 1T0.9 881 91.7 11T8 170.0 fist e, c WN 17R8 H86 t70A 701 170,0 1DR 170.0 707 16a.a nan M. 87H t09.6, 110 S67.d 00 1=8i IISO IN.D 9t8 111.2 t16a 160.0 N2 TPJ 17W 144.E DP5 79.4 2166 144.8 905 64S 1158 144.e HPS 1.•. W In 170.P 930 170.0 749 lW.t 7061 170,0 850 t37.2 f051 156.9 UQ 120.1 IDSI 1420 US JWJ 1=1 132.3 6T g6,1 1051 12H.7 830 60.1 :OS! T1R5 822 W.6 TOSS 119,1 L21 60.0 1051 117.1 H21 R Z 68nt 187.t 957 170.0 7D3 U8,3 957 767.8 806 110.4 9S7 134.0 790 104.d 657 421.H 777 92A 957 112.a 747 81,6 957 103.8 7.� WA 9T 1D0.0 750 68.7 857 9B,9 74E 522 957 Dq9 7d8 ? J co n U 0 "In /2&T E04 S3S.2 Ism 107,3 8G4 1t52 684 81.9 HcA 10t1 6T1 d0A 8D4 91A 680 T1.6 E04 64,1 00 64,4 8C4 75.s $4� H.t-e aei 7t3 d13 40A am 69,4 629 40.2 844 89.a 828 w .SZ "r 7aN 139,4 722 i1dA t30 9t2 7i' 979, GIs 78S 792 06.3 6W W.4. 722 T6,7 59s 6D,D 723 743 WE 64,7 722 85,5 58v 46.8 722 q.6 67C 39.1 722 56,7 56i 3A.2 722 562 EEL Q v- _ 7HN IM.2 666 105.6 60D 94.4 6G5 89,6 SM T23 695 70 SIT 0 I G65 70.5 .V'a 5@2 D0.i 6rt,: 76P b0.6 68S G0.1 $53 422 6eS aA.3 6A0 0P= 68S 62.4 537 3t.e ta5 7a.T SOQ a05t 65S 5t5 40.8 45J $d,9 615 673 4d4-W In 6A.3 481 SSA _ d 5A0.7A7 413911 3t3t2.4 542551 Sd46..7A A3344; 33flff.1E S425S1 4S0S.A8 {327H9 3a37..0R 6ats6 137D..4t A32r?4 2Y.7.'S0 i4t9i3 3238,.ci 43!636 2170.,64 451563 120A,.35 L10870 2170..6C 5A5i51 22D0.•t4 4305P2 }0• Qi- xco yn s,Cp,M1V P.�5T5 W. 11 7 & 63404 76 10HN 36.1 ^38 39.0 323 31A 356 32,8 318 27.2 SM 28A 113 23.8 3S6 253 208 212 358 22.7 3D4 10.! 3$b 20.8 000 t69 158 10.0 29] _ - - - - i,j tit N 35.2 33S 36.9(3W 20.3 336 ;A•1 30i 3S1 039 2G.t 297 0"1D 339 232 29] 19.H 839 20A 987 iT.6 3:•8 19.1 286 LC. i20N 9.H 290 20� 2F.4 232 290 23,8 2W fB.D 290 20,8 266 17A 29E i62 2aD 1$4 290 26,4 2A9 I ci Q T7 O 144 N 10d 201 183 T66 C 2 o u),) TABLE SE ANCHOR CAPACITYADJUSTMENT FORMULA* a "e �� AncmrCapaCtiy Tn6ia tIP9T jRNCHOR OAP.,,,,n„ t'' b�" `•' ' sDastr4se 2.7X C-=% aavcanc. dawn Mu- F67rocrdu cr na0a taux (OPu,)X\ ANCHORCAF._ 5n6'D00 va•ss>sco6^ICBco 1/4'ESMW vow(a r1T2S1Dd 812s7rry1 MULLION CAP..,,,.,., PR,QAUCTRB'htheFl Anchor Cllp PaHams i0r ISED y1C[7c°UNsOem itk 6lcO tRlm:M! UhrxDn 3"tS[7d0USOcon vd"PJc0UN3ccn A99R�4Eos' Unecm ag7(eGazn scmv( iscrcvC� seros(wy USE THIS FORMULA TO OBTAIN THE ANCHOR an complyingg with the Florida 2. 2,7f2 y 2.v:S metre r 2.7rr +• 2sr2' z• ?v8' z o.46• q6r• D.3±r CAPACITY REQUIRED"CORRESPONDING TO AN Dull0 c°d° s c7srmD6DT ACTUAL PRESSURE REQWREtdENTFORTHE NOA-Na. '17-0630.0'! �ntaaner4 tart• 7.rr t4• 2:1k z t-v4- 7-vc tu4" tam t-2rd` tt1S• r t^.td' tars' vYe: i4an cro n dl 3•nu n.o.C.rWu5Ars'lec6psr irsB.2sF. 478m01sDoas 7Pta3 eD �pa a+s 15WaA P a tirueA m ssNNnm s 23 10 1LC'e. 15W4A1D 5 74W0A1b 3 9)N4IAID S G6W1Aib OtW4A0.4 SGHi12118D3O 4C'laVi 5150 O2G OPENG,WHEN IT IS LOWE2THAN THE MULLION Expiration Date 0512612021 2inmrf470nllnO.C1ENrhqM8 t Ol CAPACITY(FROM THETABLE)OFTHESELECTEDEth 4 MULLION.WHIICH MAY0 MiNIMUMANCHOR BY dAtetara$0.4SMN,o,CtU•clro.Nzn.t NOm{F,y.4X t0A wA .va Rw tuA 11rA NtA nu eua NtA WA PVA NtA WA t42OOE CAPAIONALACH OR OP USED TO QUALIFY Miam-Da r cruet l:ontroT _ SAn:mrr Ftsao V3 s:s�s Sos Ha nS;Ds a4alm. sa ms t58A 1 m3 NIA 1 ='Oita 1sr::s Ea2� dram. 17D Des zxi Hss zec� AODS7i0NALNICH TAsus,JNS FR4}h'77iE 2 Pn[nD6P77.1S MI60.Cn FCb0T744Y. ^JAgG P"yD iDs R/A NA IUA II/A f 70PR NIA WA WA WM A7A SAf Oe dS4 OO SEB DA ANGFiOR CAPAC[NTABLE. NOTE:FOR THE OFFSET CLIP,USE THB SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD GUP, I FTGUREi: FIGURE2: TABLENOTES: t 11 SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GUhJERALINSTALLATION METHODS. +tltltlillt+rrr j t 2)UNEAR INTERPOTA7ION BETWEEN MULL LENGTHS ANDtOR OFM%NG WIDTHS(SALi.OWABL6 �..''`J,O......--•.tj?/'�i� i FIGURES• 3.18F �'C`.= LICENSE••.fir i ANGLE 3)MUUJON AND MULLION CLIPS SHOWN ARE MOTTO SCAIE pop FXACTOIh9ENSIONS,SEE �';= •-;'�.y5 E L T SHEETS 21 23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,.: No,58705 SHOWN ON SHEETS 21-MFIGURE-SHOW SUGGESTEO,APPROX(NWTEROLELOCATIONS. 26S' USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO A01301 sPECCFICATIONS.HCLLOWAND GROUT F(LLED CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL FIGURE4: FIGURE 6: FIGURES'. BE PRESSURETREIATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ;r F 808rT5PoN0 SEA MINIMUM OF.t25`THICK,STEEL STUDS TO SEA MINIMUM GRAUE33 AN0 r�t�3 1OR10t;•r' \C�� ® ,045•THICK(tEGAUGE).S .UCTURALSTEELTOBBATLrAST.126'THICKANnA35.ALL t.25°Xa.188"X.2ss`MUttiON ` `Sl0(�AL�� 4 ANCHORS INTO METAL SHALL EXTEND AT LEASTS SCREW THREADS BEYOND THE MATSUAL (4114'VFhtULLION) /rlrlI1111SItt r + #10&m12ANCHORS INTO WOOD MAYBE STEEL,IM S.S.OR410 S.S. A LYNN MILLER,P.E. 0 FL P.E 4 58705 I i a •-t Mutton LoM9th 3 a N 13 � Gl � � 3 j S� �• p � e .+ -a Mul[tncBpuTy � MM,t71 1 a N cr, 'CF « � S w o h g Y` QYo a 4 a � � Ps 1°Y Ft4sted pas) u Ya c :� �)a N b au ® paithacapaear c fly « 8 H Angksd@s) � � 4 � �& 1E' o'� N o; m •��.• l;VMcn ceiacdy ° S 9 g f�3�e� in is i. a � .v hnctresCapne7t �l�. 3•4] i? d 'n' <. a A'd 5 ¢taakad P Y$�Y 4a�h 4 de' .+ u '•* n m� � r2 � � a L b o lbs1M17 � , t• (.ry[1Ba[Eapadiy m •n �J tN t��}y�a SS r � m m '„° N `°i ffi 1r a gcgdai Nai C m ��z����a � 13 i, � •, � w [; Mchx capacly a • w C 4 Y .��'., � ."r,. s$��c' a ±� o ak+vcncn%cTy r� � y}y� o d?L � � � b'. 4a.� N � � a � e _n pb>xi'j •_ ° gnchaEsyatdy �•m r z � � R � o � �� � a � 1° Rezirea 4hs7 ,.�,�.,b' o sm py iR CS Cv v z^-• =_ [ yy @ ,,, pndmrCapacay o 5 [Zii rz- qi g �`ttliyE om i „:ozc ,i o s e s �^� x u�c.Eapart >a r ti �Ciyua a ;;jj Nn� M HO D y ZD $ S >0 p O i y}y G w }+ B•ji N b an �asAi} $k 6,Z. Y°axo�� z�z � �� v�i w � � AtA<sCapaEiy ��• o�;;[vmn� �xo H,� SSp2lt5�A� 3 y t a � 3 ffi k g P � � a w flt4Wndlrn7 w o k oz .. k u m .� MehtrCapauiy `: x 'a m m �J m G � b.� w � o d o hi+tTn capatxY gg a��-osiao"' c°�ubi -n'O ..d_•a 'sue � � � � �d a ti � � � b a o t�aE21 �B � r[[;{i 0 a Y s > a 3 a flcavad @-) s e g mD({ri (i 55 w uo m Fs° o't rG m 8 $r:a _ _ icdr<aEayaar m.wLFppW yr�rim-a�gO a 1^O O i7�c p¢ y� � .• gnchxCaprslY N•tl NV77 Z_m OX7 3 N > 's•w NGn ^o 'B o 1°n F44IYcd @s) 5 mo AmG)sb OQO OO T&T�}�^2h a S$t a lYusl�teeerac%yems@ ?i oa p-1 fnch«capatly m mpg m g00 p,m 0 -d aY- 7� :i .. M44:Bnoaputly 5 .i.Mi wsptla o—n r g Y c t r o o rx�t S O ~ e tdaN Capuhy u --{{ y MsfitrCxp:tky m�,[•.�i Ao m �2H Otl D�DZCA.-[ O lfrCkn CryacTJ :.+ s' 0y-O—t2 �7n7rS�t�n r^>y.n n m Lei 72 G a o o Pu (bsMtl x YY a^'�tRb�(OEZ m ei yy Mcfis[ozpatY.Y $ bC O A A p=�[y P r.O X tn'i o &'' » m '«' w a Yam'• 3 �i 3 - FegWmd t4+ai -c z0 ZGC-' O z m ppW - 9 00 oy r�� an "lqs ° aNcZtt��aoZAz' dame• ``,aat t!irtrtt'J'f 3 Xa1,O _ I�/�i 8 ��KC CopyRIGHT62617 PGi'4iDUSTR1ES,itdO.AlL R1GliT3 RESERVED _ c) t ? ' IMPACT RESISTANT ALUMINUM TUBE MULLIONS v Z,�Sr� o �' � � c -1 f•1�0. or'triP�ar, z:D a � o; _ 5 ;i 5 1.25 X 3.26 X.824 MULL SPECS sh:ea a rxrntng Y•o. N su cs scw NIA 6344JR 1F4 d 1 } °z a5 NIA cn citde7 aae: C (240 4W-leas m%�C'a (J ;� o °a. J ROSOWSKI �e08129111 Q� ������ y y JR�SOWSKI o'66/19117NOCHANGESTNISSHEET. y[cERt•opAilHG2AP9b a � TABLE 12A 4Svlfian Ca aa2V Tables bm4tal e ' OPaainO'Nadth(iaf><=ftla�Y'NBmlillian9}ofOpnnL7gHbight(foihlmrUflOysPanNniPlof157 1dDN $ o t061n T201it ML, 70 trt 0QN so in •ik�?17d:np atcisn9ular Tmplenn4 t"� s- 907n SOh tam+ Rectnn9wur Tm dasry• Ree'a0491t' Tmp:d:n4• Inadnn [a0dn0 Lo0de9 Las6n0 me Tmf�nb rtttx+4vir 7i^pRdonO•' tLxmnPss Sr"p/18an0• RatmnfKar ��9' Lamina LesdlTg LwdbA lqa@-q o fr tanyvlsr S tmt-mndal9• a"•t�O tae3ln9 igLCn9 ina6'09 tnaan9 tnadln9 4nad:n0 u - �... 2xax.26 Lensr� A WON Aiufu.Tuba p xA' ^ G 3 HR 3 S` 3 o'e 3 S� 3 3 (4 g,h EZ n agYa W Multiol7 b.', g S� ,� ? Figgc� 5rc8 s dSiz a: � i ate^. , �� die q 5 Z . F2 in S7o.D 62D Stn.O 445 iT40 7r6 5746 4)9 7T4a s48 770.6 506 170.4 it2 470.0 51G 170.0 ttt6 170.0 521 570.0 12da iTA.b SN S70.D 1aDA i70A 521'i70.4 1733 i;A.9 52! 770.4 1463 l70.0 62S F �= iH 1n tT0.0i 74Y 17aA iT4 170.0 850 170,0 641 t70.p A92 170A 630 1740 1173 179.0 H3Y 170.0 1275 f7aA S.Ti S7o.0 /617 ST10 rsa 17C6 S7a0 170.0 L80 17A.0 199'' 7T0.4 8:9t,170.0 2;?cf7 170.0 6Ab 173 39 LLI �m 50,6750, 77aA 7F7 170A 663 170.a B;6 1740 G71 f70.0 1SM6 S7D.0 644 570.0 1195 170,0 M3 /70.0 i7g5 Sln.O` 74T 270.4 t444 170.9t 758 !?44 5T93 774D 73s l70.0 ' 170.0 739 17DA 7347 7fi.0 75s m LU fa � Sala 17aa 79T fi0.0 612 570.0 997 170.0 89t 170.9 11t6 7T0.0 76d t?0.0 t95 770.0 H0:1 174a iq4 'rlaa b37 i70A 2594 170.9 836 /74b 1913 170.0 Sit 170.D 2'6:1 170A G61 I170.0 '1°60 770.a LU dON iTOA 8H5 170.0 7C1't7o,0 f063 170.n 797 i70.0 12da 1i0A S78 770A ti1T t70A 4H 174D ISAi 17Q0 506 170.0 5771 1t0.0 7433,1TDA 2725 Y70,0 1061 170,0 2i79 770.D f063�760,e 25ua 1740 lava S 63N 7709 930 1740 744 570.b 1N6 170.0 660 774A taba 770A 'N8 ilaA ts88 170A 1013 17a9 76T3 170.0 2�6 170.0 SD68 170.0 117b 2Ta.0I 2731 S70.0I 1160 1CS.7 2S5? 770.0 1171 145,9 2633 T7a9 1t71 N � �� � iQ G ISb 1740 974 17a,4 704'114.0 ft54 170A 903 STC.4 7384 17n.n 29M. 1T4A tt58 t79.D SbdS 170.0 1733 170.0 1155 1)4.D iSaB 770.0 7210 1744 2339 170,a i273 tblS 24:7 t7DA 1296 1329 2ibT 770.0 12A6 U.l oZ G 721t1 5744 i063 770A 6Ta f7oA 12;5 t744 la04 170A 16D8 tT4.0 ti:'S Y70.0 iT00 570.0 1'1"A t?0.0 1913 7T0.0 13f6 770,0 2t2S 1NA 1387 145,E 2tII4 1740 idt8 126.8 2tH4 t70.0 Y+a'S 7442 2155 770A 7534 � ¢ �� � n � 'T6N 17a.0 1722 178A 937 1T9.4 t346 l70.0 1040 114D 1674 170.0 12a9 170.0 179d 170.0 1a92 1n5.S t960 f70.a 1421 tae,6 16A0'fY8.0 t5b5 127.t 19A0 isi.6 154.' 105.1�1s60 13a.D Y.35 929 1930 1527 :531 � 2 � d � 07 784i Y70.0 1131 i?4A 067 170.0 S3tlt t70.D 111G 110,0 1G11 1T0.0 125e 170,0 1842 ilOA 1369 1fi27 1H6f f70.0 1474 Ta7.4 1f81 ldLf 14tA i1i.5 186I i47A tk73 5H.2 1A61 189.4 tiS9 86.9 iE81 437,E lass n h b Ka 988 t0a4 BL9 !219 94.8 1424 73.7 72:A A7+4 tote 61.a 1773 71,2 933 `..!'.7 1229 fl5,9 977 i6.1 1y'9 6Z.S �) N N� a 4PV. 7T0.0 13:9 tT0.0 114{ 1k9.i 139II 135.0 1210 527.8 7390 736A 1i9B ltt.8 734H 721,4 tt79 99.b 13W M02 tt82 8 EOS t39H 74L6 1Y47 7i.°, ri98 aS.B t122 67.9 1399 82.7�1105 S9S 1379 SS.H 07t SES 816 a3.1 O7i i4.0 7A0 37,0 471 44.0 782 32i 971 AA,B 771 � _ _ 061n 16T.0. 122i S5f.6 1046;ta.9 1^=9 12T.8 10T9 505.1 T.'2n tits. tH6i 82t Q"1170181 NN 19057.54 8971t8 7640143.2.3A f8573nT2F b73696'3.,3i 1 R07'r6f}Y968 806O41a7D,5S4 9874Ef0st93d T853a3H2.1AS4 997o7Et4tS96 7753T051Zs..99 S5EWa996b i579,..nZ 97879E 6429A9 T65546 9415..05 8977H1196 645fAi,.H7d 8767.'A+.i7+ 632771.,778 E7578a988 5?{10;,..AH9 7GF7[Ti6b4 39.7 '2> TMDBa 31{0AS L45S34 979...t06 97i16a948 a3ia17,32n Tbka2t IZ2tq3a,,.H6T 8T6i8a456 321735.qd1 TEiad42t8 Np 0.C?e7;N =b 75i ANCHOR CAPAC{TYAM 1441n 43J 646 wcm Ibaa {ppp};C rANCHOR CAP-.,,.•,w� ANCHOR CAP-w TABLEi2B An°horC i,3011VTabla046 Narncuu rweacmu PT \MULUONCAP.„ u Sa�taT 27KCareitl9 3sldCOne. Vq•g5p:0 s1eFJc0 va•Gsnsa afbste. ttf2sirJ xtzslmi USE THIS FORMULA TOOBTNNTHE ANCHOR PRODURTREWSED SiC Sao 3t1 raltoUtabttl Vd Btoumatoo }�y LOffCr UNbtd7 A591Kta:a:Scmvr{t1u')StSaU{.�} Scrw te$ Building Odinga with ttta Florida Mthorl}FeI 3'16'flta 0mx04 vm Etcautrdicm nipatan 2-vz x a.1H° a6r bAza^ ACJACAPACITYRSSURE0°CORREMENTFO THE Isalfaing coa° sires' 2' ACTUALPRESSURE REQUIRFJIAENT FORTHE NOA-tio. 17`0630,01 AS7aharCAPPattOtns sue• r avr 1° fa�H• t•3'H' t^rtd5 Ea4etlstarF04Gl" ,. :zuz 7` 2-rr OPENING,WHEN ROMTIS LOWER TFWJdTIicMULi3 1nteaneltAbri 4:1a^ 73'a• tSfa" 13'{` T 1•V4" SNC 7•Va` Y 1ra' ttte tvc 2' ms A6o Im i ms m9 <ta tw 7 aaa a: 7D7a3 ales m� 09am °10 u° a{a ms 4a2tlis o6Hfbs OAPACiTY(FROM THETABLE)OF S7IE SELECT=D FxPlravan Onto 05J261202"1 Balms scolat N� m1x N1n w51ns NrA Hmttn tuA HA21W 90.iI[e 1 dan MULLION.ITINILLYIELDAMINIMUMANCHOR 2Anc21s�4aa•tunaa76tardam°roput ciW R74)S2Y 7F7 rOs T Ca me t3s 14H547s fa21 t� CAPAOt1Y WHICH'MAY BE USED TO oUALiF1 rZ q Alea°n d1t2WM1n a.4lSmOdaf4 C-+' LH�P(N�z t0» 7Se lo5 14:60y WA NfA 70.51C { WA 7001cs WA tUA tEA 4PT217n T S' i��� ADDITIONAL ANCHOR OPTIONS FROM THE MixmIa Pr°tlaet Control fiAtv^nns�t.7f`tR8t 0.R I9tibalyd l.0m 11Cv 0•"•9.4 E35 m" wiM SfR6 mt >t01b^. 6674Y. WA 1wtM Ice ms P.lA LLz9 1� im2min 737]1� 16Aa 05 1 gy 5d010s N7A t7A0lG t1221Ds Yf31 Ibs N:A T073 ANCHOR _ 9httdt6AAAiSrnCHCM1°T0nR..af A({dd4"2 WsgA'{MD MM.NflIODnrs...nO000..0.rIaaCt♦U..t2f�tC 6(62l.L8ry')D'22.h1GtO055Mla 4AN0.t7ro1 2.9wltTTe5 g F?Fhll•Yurn.,sbrtt.I fflRP11a0R.•2SeTk.-1 1�t7tt0l1Aa t 517ILI0A1t a 1020tmD8s 23a0 tC3 27G1a241l4ass N U+ �W5W1AA m s NNWItAAA aDW0A19 a NNtthA W1UAA HNaAt mNttAm OAPACI7YTABLE 7t IVA WA ILIA N7A 31114 n6 Its 6At105t2 TA31ln 73AA 77'6a 4GiDF0. 1 40. WA NtR �-`-��,,, ti CIRCLED VALUES REUSED N TH'c[7APAPLE ON SHEET 24 NOTE;FORTH=OFFSET CLIP,US6 THE SAME ANCHORPATTEI'W AND ANCHOR VALVES AS THE5TANDAR4 CLIP' 2COa' FIGURES: FIGURE 4: 10111 , P:GURE S` FtGURE2• u ° ° TABLE NOSES: �Et III ° . ,��a��yY LYNN�i 0 ° 1}SEE SHEET f FOR INSTRUCTIONS ON USING TH£TASLES AND 5HE-�C 2E FOR INFORMATION ON LOADING.SEE SHE 2.4 FOR `�^� y}CENS�c,4 ' GENERAL INSTALLATION METHODS. R' �`.�'A�- ° • ° . 4.000" NO.SS705 2)LINEARiNTERPOLATIONBEM'EENMULLt.E.�2GT}iSAN4(OROPENINGW("UTH54SAL1.OWASLF. .250" Cs4'e •:yt•:, FIGURES. FIGURES: • ° ° ° 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE•FOR M=d I'O1M NSIONS,SEE SHEETS 2'1-23,HOLESTOBEATE DRILLED IN �� f (j1 a • THEF}ELDFOLLOWINGDIMENSIONALRESTRICTiONSSH04VNCNSHEETS2t•23.FlGURFSSHOWSUGGESTED.APPROXIMATENOLE +©�..- STI a • LOCATIONS. . ZORIO 4 Su5STRATM CONCRETE SHALL C.9000NFORM OD SHALL E PRESSURE-TREATED YELLOW AND GRCUTSOUTHERN PINS CONCRETE AN SO BLOCK UNIT ,s'••.•,__•,• 0 1 FIGURE7: FIGURES: FIGURED: FIGUREIG: ANGLE CUP CAAU)SHALL CONFORM TO AST'MC•90.WOOD SHALL BE PRE5SUR6 TREATED YGI•LOWSOUTHER3't ADE$3ANDSGOFH'S5• 2•X4'X.251dULLION '�i�s�O/t(Al„ p. P 01 ° (FIGURES5&0) ALUMINUM SHP.LLBE60t13•T5ANOBEAMINIMUM OF.125"THICKSTEELSTUDSToSEAMINIMUMGRApE33 DATL AST3SCR ALl(1()I1N,ILLE�t,P.E- . MU NT Be USED GAUGE)-STRUCTURALSTEEL70 BEAT LEAsT.125-THICKANDA35.ALLANCHORS INTO METAL SHALL EY.T£ND AT LEASH SCREW FL P.EA 5VO5 PAIM THREADS BEYOND SHE MATERIAL-010 C if12 ANCHORS INTO WOCRMAY DE STEEL,la-8 S.5.OR4 0S.5, TABLE14A o Mul6onOa aci 7abla D.eRk ' Opening width(for wrd=9y Spmdrg intigam)erOpeoing Height(!pYlxsdzoCtd".y-vpmri g t t5=) k'e 59m svm 7a In 60 in 80m t0vt1 13}1. t468 S60In a RPat-oumf Tre074xv. AcolPl'goh• TraifTnae6. RPCtaIgl w "frxm 00. RPata mim T."nr>a ReAomwet Tn8YT4Pn0• ROC,an3amr Tra✓tneng. ROafAlNlar Tr,,pTticn7. RGlanplanr 7f4pT4mi8. RoCW(IpPCV 1FPpldcnC !."jR a 1.2E"x2,11" laddlnp l.oavlg Lott1P9 Lu dtrS 146drq taxRq Lc8dIr0 LP2a1n0 Lvadlnp Uaft Lmdlto Larpfry Wofin9 LPadI1y Loamnv laamtg Laaalna tnnCu+v oz s3 x.12S"AlumTall Mull o "�a st. �' a� Y a�& @ •@ �'. e`rc d`a� i d�, ¢ Z �s W 42in 144.2 S;i '6/.0 *6 12A2 S6 149.9 410 TV= 620 1a_9 114 90.1 ',.2'6 1349 4:4 ml 529 13Ct -01 721 CE MI 411 6a1 526 134.1 411 TICS -m3 134.1 411 45.1 5.'5 13M 411 � rxl3 40 b1 9E6 403 10Eg 323 Bay in 94,7 321 69.0 403 83.4 mo 60,4 4M 81A S17 Ell 403 78.1 415 410 403 7&6 314 T;3 403 76.6 314 3q.$ -103 T4.0 314 302 403 7a.6 314 a E0.6T5In eta 262 9L0 307 f99a aS 79.3 296 S&8 2tsT 719 299 51.5 3R, L72 206 4117 3fi2 6A0 2B4 41.2 3C2 6a6 '183 343 062 63,E 283 25q 3Q 83.5 ZB3 2$.T 36a 525 2P3 S41. 87,11 3f6 74.1 267 SS.S 318 SU 251 'SLS 316 07.T 25E 42.4 318 E5 253 37.7 318 50.E 256 33.S 310 436 24f1 2s3 318 40.1 248 242 216 49.1 240 212 315 4%1 248 m F 601, 49.6 253 6L1 21a 4t2 250 45,7 1 214 3S.3 2% 4E7 219 30.0 2£0 372 207 27-5 266 34.0 204 247 =3 3a4 233 20A 269 222 201 i 47.7 $0 3= 201 15.5 268 322 201 C7) rp (LU U Gam 47.7 234 4S.6 230 35.E 2m j2tQlW 30S 234 a4.7 192 2(.7 234 31,6 159 23.7 224 29,4 186 2t4 'L 2Eg 164 117.8 =4 26,e 183 110 274 28.5 18a I*.. 234 2E5 IM `E e6 m- W..2 213 3B.q 193 27.0 213 =5 2t3 29.8 1T0 =2 213 27.0 1:a 20.9 213 25.1 170 10.0 213 29.7 169 188 213 2''.2 167 13.3 213 220 166 11.E 21a ZL6 166 z Z (n 72a 2E@ 175 30.: 166 .9 FS 7D,4 TM T.S 148 17.9 T7S 203 IA SSS 170 16.7 '45 3 TBtt 2y3 161 25,4 140 20.3 18f R.4 i61 19.0 135 15.2 161 1T.0 :33 f Jwn1v- (1E1 iE L17.8 t2A � Q t:1 t" t- TASLE 14B ANCHOR CAPACITYADJUVINIMNTFORMULA: t Q z N -- AnehOrCaPa4I{y TPBk t0to /ANCHOR OAPs,,,,,„„ smtmtE _�-a'rx Cmcrse 3,0l.car. noaow cl4u -- - -- rvl6a Cun7 _ TweoP trod (0P,..)Xl �=ANCHOR CAP.,,r, - MULLIONCAP.r _ 5r16•t1Co Va"SS F7ro 1V16'Eko 77S'SS EtrO 8t0 S;o9 mZStal M2 Steel "OnMt7 h' LU N AnehorC4p Pattms AmhIm viCE50W1fmm 114'VC0 Wr4m 211V Ek3 n139CM V4"E1t0 vinarn ppt/jp{9r LEE (G.7 SCfCiV(Q� N 0l . U9ra:m is tMcam A USE THIS FORMULA TO OBTAIN THE HI`1CHDR Eay_• e{88 t• a:r2^ -r a1.2 a-vs- 1^ &if2' 1• z-1rr 2- sv9• 2' a49^ vsc 0-%r CAPACITY REQUIRED•CORRESPONDING TO AN p m I � e nmwmm;Ura 1a�<• 1 r 1v4• 1•au z� f-fra• 1.u4• 1.v4'. 1-va• 1-va° 1.vr x 1.3+e 1a+a' woes ' ACTUAL PRESSURE REOUPEMENT FORTH15 U c^t Q 'y a NYMrs 3•LUn.O.O.7(777xsatgba!aa hF731k 700101 79aroa t$61ce 15MM- !meals 3a3 the 56Om1 WA TO lb% 70MIS 99a1m 1692 nn bra ms ees lrs 1ao ws OPENING,WHEN IT IS LOWERTHAN THE MULLION c? Q r 2 O p CAP IT(FROM THE TABLE)OF THE SELEOTED d� m0 MULLION.IYA4LLYfELD AMINIMUM ANCHOR ;$ a yr CAPACITY WHICH MAY BE USED TO QUALIFY - ADDITIONAL ANCHOR OPTIONS FROM THE " ANCHOR CAPACITYTABLE. PRODUCT R911SED as complying with the Flor7da 1 IIuBdirm Code NOA-No. 17-06-30.01 Explmt7on Date 0512612021 By I - TABLE NOTES: - Mtamk-a product Comro 1 1)*SEESHEET i FOR INSTRUCTIONS ON USING THETASLES ANO 9HEET2S FORINFCRMATION ON LOADING. r $EF"SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLAT70N BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWADI E FiGUR'e t: � 3)MULLION AND MULLICN CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS.SEESHEETS21--.23, ® C► '�b HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21w3. 21�16" FIGURE'S SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE OLIPMU9T$E USED MPAIRS .125" tttlltrlrr:. £ 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `,, �y LYAr7 r CONCRETE BLOCK UNIT -- ��ap .......,viG/����� ` YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6083•TS AND BEA MINIMUM OF.12S' T ' �1}LEN,q '•,(� �, 1 THICK STE£LSTUOSTOSEAMINIMUM GRADE 33AND.049'THICK(18GAUGE).STRUCTURAL STEELTOBEAT i.26'X2.11'X.123'MULLiON LEAST.12V THICK ANDA36.ALLMOHORS INTO METAL SHALL EXTEND ATLEAST9 SCREW THREADS BEYOND (IN'EGRALFINMULLION) i�� W0,58105 THE MATERIAL#10&V12 ANCHORS INTO WOOD MAYBE STEEL, ' A. MFail,L`ER,P.E. FL RE#56705 7ABLE16A TtKuifion Cx a T9hia bstR° o S Oponing`NiIItli{firwt�ea3y<spanrnr>amt$icros}or Oparung Hoight{{ot3»rSmntaLyspare;"m mt,*,5ass} 4 Soto BOIL 7019 a In sokt to Ift 120 in 149M LOOM rr '0 Re mrI Imodarc, Rett-w- T1aDTdI Rtdm:AQ I TnydTdmp, R-In.I TMWdnnD• Re4tMI I ThIp m0. Ridnnaw-f w1n.9• Rat4ng8or 71npfTdam9. Re9tw'D19pr 7mp7111ana Rednnv* Traprrhm 3,26"48 LoadhtD LO9mnD LondnO lramn0 Los?a19 IA*dnD Lm5mo Land0lo Leaft L ddnD Loo0T90 L..&g inarMg Laadn7 LwdlnO L9aalnp Land.; Laadng ox, y DEG,AL a r x a x x a � 1 x £ x 2�F r x_ a a a a a x r a g S a DAY MULL a a a n as n^ w a� .: '.. >v u v_ a3 is u isc 8 iS Sa v S•$ S 3 �' 3 u'" S ci it cio c u o a y� _� _ _ a o}o c $ ;� 2 �'3' dL => $z _"�O v5"•" o 2S v 5 ` d�', SG 3 8 S q " INN C' ' z c i.> & �>r �z c @. .ta: ..: n: 2To `c _ $ � �sr 4. 1A Sri �� �� a� �a � � r 42h1 17W e20 17U A25 170.0 744 TAG 473 I= 20 170.0 SOS 170,a 41 V0.0 519 17DA file 170.D Sal 170.4 1240 170.0 521, IMA 1400 170.0 12t Tian t73.a 170.0 521 it" Ian 17a.0 SM Q Z IL vva rn d8m 170.4 798 T70A v24 {74.0 85a 170A 56t 17QD 9SL 1714 630 170,0 17m 170.4 fib[ A0.0 127S /70.0 f7711T0.0 1417 176II ef1P 72.7 1w7 TTOA bag ta9.3 4637 170.tl 860 T220 {037 170A H09 K � m 53A25M 170.0 747 170.0 2=3 17OR 85a 171.0 eat 170.0 11 170.0 634 17P.4 1196 ;70.0 r4 ]74Q 13GS 770.9 747 17Q.0 1494 lido 730 1477 1352 {7a.0 75$ 120,T 1552 t70.D 756 11a4 1552 170.0 766 S � �0 2 itln 270A 747 170.0 612.l7QA 85 170.0 691 ttQ.o 1118 T70.9 754 tt0,0 1279 170.0 803 17a.0 1434 170A B37 1�Z 1455 1TQ0 850 1 420,3 1453 170.0 861 t10A 1455 170A GO 47.0 1455 110.1 161 a p tfj 60M t70.Q 865 17AO 701 17" /foal 170.0 797 170.9 '1240 170.0 975 ISM 13D9 t70.0 944 13V 1300 170.0 o93 125.7 1309 1S3.6 OU 104,8 ',Zoo 157,1 082 H9.8 13W iST.t GG2 73.6 7309 tni 952 � tom•- [!} ti7 � 63 LT i70.o 930 170.0 745 17D,D 1115 170.0 650 IMB 1247 :70,0 040 14Z5 1247 1644 903 72d7 1247 1SZO 386 114.0 1247 NO 562 95,0 1247 1182 MG 01.4 1247 12.5.7 ff15 71.2 1247 135.7 939 � LuLu � a0 in 170.0 s74 170A 7r0 t70.0 ]709 t7aa 903 14d4 ita0 103.7 OBS l26.4 1190 14T9 845 115A 1t48 1066 iR8 1(f3.4 1190 1264 Did 88$ i180 1195 59a 742 1150 t16.1 693 COS ;;50 ite,! 893 ? 2 en g m X r 727. 161.E Into 1603 9r7 134.7 1010 144.Q Sao 118,4 1010 1R7,2 342 101.0 1010 liCT 92B eta io10 ]05.0 817 aa,e lots 03.3 am a7,3 1V0 W.8 799 57d 1a70 67A 7§0 WI 1010 07.7 709 w v 76M 137.4 106 14M 782 ti45 909 -MG 775 SM US 1D7.1 761 85.9 900 862 749 79.3 M 002 736 OS7 SO 82,3 T29 SU 403 7A7 716 49.1 904 71,2 710 49.9 III 74A Too N ,.3 ors d T.� 70 i0 ]371 aQi T325 Isi 105P 88! 1125 778 9P.6 O61 93,0 ?25 Tad L6! BB.S 713 70.9 Oat IISA 701 Qd. a04 764 4,'94 310 83Y 1fd1 &3f 45.4 88f 04.6 973�327 eHt 63,7 972 (_ T• 90 In t27 Od6 96,4 574 69.9 b{8 72.7 Si;S 5§,i B46 624 H34 5i.T 946 58.7 i45 48.0 646 SD3 14MM.1 61B i7.6 Sao X5 648 41.5 $10 79.5 B40 U2 511 25,4 S46 36.5 Sol F Go N DOM Sim Cos T0.1 577 W.0 Sea Silt 407 46.7 $03 51A 491 4ZS 568 46.3 403 37.9 -:;-Sr 41.4 568 30.1 41 23.4 503 3+4 439 24 � ��1C3M 479 4a4 40.9 405 3R9 449 412 399 342 4}s 35.7 0s3 28,9 419 31.7 3tl7 266 4d8 2dC 448 28,E -s77 27.0 449 22.7 -068 17.1 44D 20.4 281 15.a _ais 18A 35B Lll �`tltM ;44.1 42S 48.0 325 3d8 42: 3X9 379 915 425 32,8 373 27,0 A25 20.1 367 24.5 425 2B9 425 24.0 355 18A 42S 20.7 360 15,8 423 {dO 343 0D ff tu ❑ L/} 12DM 244 am 33.5 331 2D.t' 3a4 29,6 = 24A 364 25.5 327 21.8 3ai 22B 3TT 10.4 Sad 20.5 313 17.6 3O4 tdT Sao � � •� �} i4414 1O2 298 2d4 233 1HR 28 47.1 230 a 'd' Z m m� TABLE 1fiB ANCHORCAPACTTY AWUSTMENT FORMULA' 4 � Q" Art hot Capacity Table ba onoI 22X carc,•ca 3.5k ewe_ Houowchlu I RIIdClru Atwood Ialmm PP_)X jAPICHOR CAF.,.,.>,,.`_ANCHOR CAP.,,,, v1C61ao TN•ssElcn etta^Etao v4•ssamn alDsmm EtzsMal tt2sted MULLKINCAP•,®,,," PRODUCT REVISED { hndiv'tppe .Vf6"Fa0lA4tcnn t(4•Etoa Ulanaan 3W2"Ln0aeon T74 aka UDmam os Cam AnehorCltp Patlems t!!o^am ADa196'atu U;axan A0{OnGfl10r scat 035J Ewan(Qst eaar[tlS) USE THIS FORMULA700BTAIN THE°AIJCHOR sa4aln Complying with iheflodda tc-A l�sbra a-& i• 2.12• v a12• 3-TIT 1' 24ir 1• 2.14• r 3.11r" 2• D,4e^ 05d^ d324• CAPACITY REQUIRED*CORRESPONDING TO AN S i cmbmin�mM1 Cara• T.sr; 1a4•• tau• z•1as E90 ai t-11; 1;itv YV4• mw 1A/ L1W T 1rW 1a xu]at ACTUAL PRESSURE REOUtRVAEITFORTHE NOA-No. 17-063d.0i^ i 2M00m0Qii 9•hG4 O.C,7L2)9�t5M0W Qtpa/939.tT 3[W 817 3B0 na 11 17001bn 27015p 2a(I 24 Dls 7401b 1741to 720In. star, 5171ha uzlb4 309107 OPENING,WHEN IT IS LOWERTHAN THE MULLION Expirt1t70n Dot-D5126/2021 4AtM419R Z 510Inn smu NIA 11201q 74BIW 8e01he 1B92 Ox B921bn 8831M 7120Ion 0 PAOITY(RP,OM THE TABLE)OFTHE SE.ECIcO t 6 AOdtp2®27t"MIh O.C/CO211S An01e Lunn//R18.3}: 1120lba 1120Ion 0501ba 2246 t07 2254 Ma WA 040 r. NrA 1098 i>a WA 137. 1111 1.. 13271M 185014E MULLION.tI'W{LL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY MTan11�i7a Product Control ... ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACIIY TAU LE. FIGURE 1: TABLE NOTES' H SHEET I FOR INBTRU USING LES AND SHEET25 FOR INFORMATION ON LOADING. SEE SNEETS2.4 FOR GENERAL INSTALLAT()KMETHODS, L � x FtGURE2• 2)LINEAR INTFRPOLA710N BEIWEEJ MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. i Ed3}MUWO BE D.DRILLED IN TH lPS LD WN FOLL W NG IM SCALE.FOR EXRI T DMIEIONS SONS,SEE H E TS 21-23. � o, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEt4StONAl.RESTRICITDNS SHOWN ON SHEET52Y-23. •12S 45• ���J,O - !V/ ii t FIGURES SHOWSUGGI:STED,APPROXIMATE HOLE LOCATIONS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROLrILFIU.m 'fib l%• j F7GURE3; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTMC•90.WOOD SHALL BEPRESSURE^TREATED 3?50° NO.5874$ ft YELLOW SOUTHERN PIME WITH AN SG OF O.55.ALUMINIV SHALL BE SDW' 'r6AND BE A MINIMUM OF.125` THICK STEEL STUDS TO BE N;iNiMUN GRADE 33 AN➢.C45•THICK(18 GAUGE).STRUCTURAL STEELTO BEAT �� LEAST.128•THICK AND A3G.ALL ANCHORS INTO METAL SHALL f7C['ENDATL.EAST3SCREWTHRAD5BEYOND 4S`0AY THE MATERIAL.11D&I ANCHORS INTO WOOD MAYI"BESTEEL,1 S.S.OR 410 SS IdUWON t2 l�,�'•., AT$ F ��� ANGLE CLIP(FIGURES 13)MUST BE USED IN PAIRS, %�sSl10RI�A. t�,, _ qq/LlNN�{1!hLk � A. P.E, { FL P.E.#58705 1.o6z° --► 1.oao' }- --� 1.000• �- 740" �e A6Y .385° 062" A38' I I i Q V 4.0m-c •12S"STANDARD CUP oY• 4.0 0° 4.000' 2.625' 2.000" I 6069T6 ALUM z1 ° LANP .125" I I 8083--Tfi ALUM. �000° E' X-SECTION 125' .125' r.126' X-SECTION •125• 1N U y "N .031"l r z m S i CENT OF ANCHOR HOLE MUST LIE WITHIN THE J y .125 Aw DASHED BOUNDARY.SEE SHEF510.20FCRTHE � V3 375" 375 ANCHOR O.C.DISTANCE,MAXIMUMANCHOR -7- HOLE•DIAMETER'ANCHOR DLWETER+IH6'. LLI m 8 = 1 X4'X-1?5"I 1'X4"X.3T5'� TX4'X.37S� 6.500° In � C' co MUWON MULLION 'T°-MULLION 8063-TB ALUM. 60Gf-Ts ALUM 6069TBALUM. o•�. 3.125°•--•-)_� Al p,q�p•HSE •�5" 'M 1P- O 10 Z XSECTfON XBECTION XSECTION N1m• I DETAB.F,SHFPi4 m z Q mavot 1.250" .375 = W-0 1 = sq, 1.594" -------n I r_____..-.1 CENTER OF r_-------_ -.-._--_____-i .375' ? �_ gU 1.594' � r I t I t I ANCHOR HOLE I '! MIN. 0 I MUSTLIEW{TH1N ! •� D-iR 5 �Z I THE DASHED BOUNDARY.SEE 9HE£TS i0-17 t ....�_-�---_I Z O a 531 •,�-- 2.875 T I I ANCHOR F i I ¢ Z z m ` ANCHOR O.C. I 1 1-- QA mp Up I I I I F DISTANCE. I 1 rS 0_ .100" - 3SA°_ - - I __ __1 I _ I __ _ MAXIMUM I-__ __ I _ _I� z 1.1 p _ ANCHORHOLE .i I ff j S DIA.100" i• I I ANCHOR I I U Q -----J I L-•-- ---------------------J DIAME7FR+111W. Q 0 O 624" .low2X5 ANGCECLIP � L'Q zr fn �-1 024' rC STANDARD CUP U-CUP 6063-To ALUM• .820• 60 oT6 ALL4UM. 60T-TS ALUM. TOPMEY/ f i-1?SO- -'• CENTMTHE0NCHORHDLEMUSTLIE pRODUCTREVISED -1.260• -«(MW f- Wflri1N THE GASHED BOUNDARY.SEE 12SX3.25'X.i00' 125X3.26'X.624° i,7S';C3,94'X.624° SHEETS 10-17 FOR THE ANCHOR O.C. TABLEC TABLE C,CONT. as complying with tho Florida MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE PG Valtto(In)Far Mulllon: Dimension Value(in) ForMulliont nulming code 6005-TS ALUM. 6005-T6ALUM 6005T6ALUM. 01MJ Z4,AACHORDIAMETER41,46. a 1"X4 X F 1.93e 7.25'X3.25" NOA-No. 'I7-0630.01 Y,S£CTION XS=-Cr10N XSECTION ' 1.00D .125° G 0.600 Y,.624° EXPTratlon Date 05l2G1202•f 6.500• 2.0SO Aluminum H 1.438 Aluminum 4��-- 3• ' Tube MUM.. ! 3.250 Tube Mum..� I /` .125" •3IN. - .3T5° 3-t6T 1"X4"X F 2.825 1.X X3.9a" rmnm nno ro ueL ControlVj '' 1.H77' I MIN. ( 0.757 .375" G 1.125 X.824' Ci Ir--_----- 2.430 ATmninum H 1.500 Aluminum y3A30 Tube&T' I 3.250 Tube Mulllon 2250 7.25'X3.7b' F 2.813 30'Sa MW I I 1 I I I G 0.760 X.100" F 2.B75 45'8 Mull - .125 .t25 45' 2.250° i I I I i l H 1.500 Aluminum y4 I 3.250 TubeMul➢on 5o^4s'BAYMUUMN tttI 3.250' i i I j H i TABLED y30'BAY MULL61U3-T6 ALUM- I -----__--+ . ---- Mull Dlmension POT Patti! �6063-Ts ALUX-SECTION I (sheetA) Mullion Std.CIfP mrmlCffp U-Clip Anale Clip `oX-S£CT10N I 43 OFFSET CLIP1°X4"X.126"(101 fi9364 866111l4 6661122M 66S241M 668518M•)- 8063-TO ALUM. TXMX.37S(11) 66610 686112M U61122M 6SM42M 6685i9n1 .228°1�••-.801"•-� .'�� --.981°� ,740° TOPVIEW 1'X4'X.375•T(11) 0683 686112M 6661123M 68B242M 669519M f/? NOTES: 1.25'X3,2YX.100'(13) 20160120312 6S61127M S661124M 66MIOM 6865115M .�- ���•Fj 0.'� 1.25"X3.25"Y..624'04) 20161120316 M1128M 8661125M 6662411M 66s5116M d•', TE O � '•�+ 1)HOLM TO BE DRILLED TN TIJF FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 1.25°x3sa'X.e24'(15) 2mez 6e611t7M 6661128M 688241M B88517M ®' j�4C•••.F40RIOP,,•' 2)SEE SHEETS to,li,i3-15,19&20 FOR SUGGESTED,APPROXfMATEHOLELOCATIONS. 30130"(19) e8e49 WA- NIA WA 6885110M ,''�`rSJ�O1VALL NC``�` 45 Deame(20) 66850 WA WA NSA 6685111M 3)SEE SHEBTS 2•4 FOR GENERAL INSTALLATION METHODS. °• A.LYNN MILLER,P.E. FLP.E.#'58705 EXAMPLE 1;SINGLE VERTICAL MULLION THE BUILDINGSUBSTRATE IS IUNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1141%THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-50.0 PSF 8 1)INITIALLYASSUMING THATA V WIDE MULLION IS SUtTABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 39+32+1"=sS'.RFFE2ENCINGSHEBT25,THE COLUMN USING NO ANcnOrs A'HFAO RECTANGULAR LOADING MUST BE USED.SCAM THE MULLIONTABL.FS FOR A MULIONTHAT IS AT LEA,STTHEWINDOWFRAMEDEPTHOF21T4°ANDV4LLNVEEr OR EXCEED THE REQUIRED py g r--L-� —( DESIGN PRESSURE OF+80,01.60.O PSh IFTHE TABLE DOES NOT SHOW THE Wf;TSIZE,USETHE NEC LARGER SIZEAVAItAALE hi sEE sF>: FROMTABLE 3A SHEET 7,THE 1"X2.75-X.375"MULLION(LENGTH=72'.OPENINGWIDTH=70'�MEETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/S8.3 PSFANDVIOULD ^ O PMMF MTIOH DETAILS, NOT W5 SUITABLE FORTHIS APPLICATION. a PRODUCES SHEETS vi APPROVAL\ 2.3 FROM TABLE 4A,SHEET 8.THE I'X2.76"X.65V MULLION(LENGTH-7i,OPENING WIDTH-701 HASA DESIGN PRESSURE OF+i-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d " OPENING AND MAYBE USED IN-lH1SAPPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 836 LBS.MW N GTHN 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE 207H THE STANDARD CUP WITH 912 ANCHORSAND THE 2X6 V i 4 LI ANGLE CLIPS WITH(4)M2 ANCHORS HAVHA CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP M EASIER TO INSTALL. z N i j LL s� O 111 DErpns, 3)VERIFY 7HE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYS7EM1L 7HE LO NER DESIGN PRESSURE,OF MULLIONS ORFENESTRATION PRODUCTS,WILL co srSETs APPLY T0THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT7HE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE —1 ', 2a INSTALLATION SPECIFICATIONS INFO RESPECITVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. y $ I 1NT1RIS EXAMPLE,THE DESIGN PRESSUREREQLIIRLD WAS+/-60.0 PSF.THE OVERALLMULLION SYSTEM WAS DEYFRMINEDTO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF q6 LBS ALTERNATIVELY, LU NOPFICHOR91N 5V1I�aN'SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPAORY REQUIRED FORTHE EAC,DESIGN PRESSURE OF 60 PSF; DOm C13 j I�- -•72"---{ 32' f —I t,NLL WIDTii (60 PSr7 X 636 LBS( )=524.9 LBS (MAY BE USED TO QUAUi•Y{)10 STEELSCREWS FROM TABLE 49) (�--Dpra8Ns1t�a7H�-I-' 72.E PSF q1. Z m U THE BUILDING SUBSTRATE IS MOWN T08E CMU ON THE JAMBS AND USES ACONCRETE HEAOERAND SILL THE WINDOW FRAME DEPTH U2J8'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-5.0 PSF. O aZ a r FOR THE VERTICAL MULLION: 1)INITIALLYASSUMINGTHAT A I-W00E MULLICN IS SUITABLE,THE MULLION LENGTH 1S 32-472'+1"=105"AND THE OPENING WIDTH 1S36"+36"+V=73",REFERENCING SHEE725, Q Z m `" THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCANTHE MULLION TABLES FORA MULLION THAT ISAT LEAST THE WINDOWFRAME DEPTH OF 2-M'AND WILL coU) 90.10 2• MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OP+50,0/•65.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W -- ExAMPL 1 MULTIPLE MULLIONS— - - _ _ _ W d SEEOt_l'Ans, FROM TABLE 3A,SHEET 7,THE I-X 2.75-X.375"MULLION(LENGTH-108",OPENING WIDTH SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.15.1 PSF LL' o� MULLW1oTH—�-- S1EET'F2.3 AND WOULD NOTSE SUITABLE FOR THIS APPLICATION. }L QQ FROM TABLE I2A,SHEET 16.THE 2"X 4"X.2$0'MULLION(LENGTH=IOS',OPENINGWIDTH=80)HASA DESIGN PRESSURE OF+/.61.7 PSF WHICH EXCEEDS-THE REQUIREMENTS EgLu Z 0 0 � i 1 FORTTRE OPENING AND MAYBE USED IN THIS APPLICATION.N07E7HEA4CHORCAPACRY REQUIRED OF971 IFS. 2> -'o x0 f FPNESTFN.T'ICN DET'NLS. BECAUSE IT ISNOWKNOWN THATTHE MULLION WILL ADD 2'TO THE WIDTH OF'THE MULLED UNIT',THE ADJUSTED OPENING WIDTH IS 3E+3fi+2'=7}•,NOT 73"AS PREVIOUSLY PR000L75 sHEETs ASSUMED.VERIFYTHAT THE DESIGN PRESSURE IS STiLLAPPLICAELE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 111 APPROV 2.4 �— THE 73"DIMBNS!ON(35.12"+35-i12"+2"=73'), PRODUCT REVISED as complying with tho Florida 2)USE TABLE 128 TO FIND THE ANCHORTYPB.ANCHOR.QUANTITY AND CUP TYPE REgUIR°D FORTHE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE POURED Building Code ' NQA-No. Z7-0630.01 CONCRETE HFAO[D2AN0 SILL ARE 8"WIDE.IF THE MULLION CLIP WERETO BE CENTERED WTHINTHE E",CARS MU578E7AKEN TO MAINTANTHEFASTF_A'ER'S EDGE DISTANCE UWON USING THE STANDARD CLIP WITH(6)3/16-ULTRACON ANCHORSATANEDGE 0ISTANCEOF2-1/2'GLVESANANCHOR CAPACITY OF 105D LBS WHICH IS GREAT'ER,ANO Expiration Data 0512612021 T LENGTHtiseE DETAILS. -SEE Era Le. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 877 LBS, Q D e S SHETS2.1 SH2FT3 FORTHE HORIZONTAL MULLIONS! X y aPENING MTami da Product can rol ! _ HEM BECAUSE THE VERTICAL MULL WILL BEA 2"X 4"X.25O'MULLION,IN THIS ED(AMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER w yCR pgjL MULLION TYPE COULD BE CHOSEN. y MOLIDN I 1/ ' III 7)114E MULLION LENGTH IS 35'A[JD THE OPENING HEIGHT IS 32°+72"+2"0106'.REFER_MCRJG SHEET 25,THE COLUMN USWGTTL4AEZ01DAIITRWNGULAR LOADING MAY BE ( USED. =�7 US ,FROM TABLE 12A,SHEET IQ. 2"X4'X25W MULLION(®LENGTH=42',OPENING HEIGHT HAS PRESSURE CF+1-170.0 PSFWHICH EXCEEDS THE "E REQUIRS;ENTS FORTHE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITYREQUOR£D OF SIM 1.138. � SE DETAR$ 2)USE TABLE I2B TO FIND TH EANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTH£CMU SUBSTRATE,IN THIS EXAMPL2,ASSUME THE CMU JAMBS ARE Or (5 Q SHEETS WIDE.IF THEMUWON CLIP WERE TO BE CENTERED WITHIN THE 6°,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2XS ANGLE CUPSW'TTH 2-3 g (4)3/16-ULTRACON ANCHORS AT A4 EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATEt,AND THEREORE SUITABLE,FOR THE REQUIRED 1 111 7 I I I ANCHOR CAPACITY OF 621 LBS. `\\� YLY 38',HOIRIL 4)FORTHE U-Ci]P INTHEHOPIZONfAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF s21 LBS.TA8LE IZB FOR THE U-CUP SHOWS THE ANCHOR ��1a'�'��uGU F':��ff��' III•---wtn.L1ETLOlx MUU.LEN6TH CAPACITY IS 1074LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF521 LU&THE F�---OPEMNOWTDTH FORVEIiT1CALMUu. ANCHORTYPE 15Ap`12 STEELSCREW, FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64,7 PSF FROM THEVERTICAL MULLION; r-�'O•,'c( H,170.0 PSF FROM THE 26'HOR170NTAL MULLION ATTACHINGTO CMU; 1199 b 70.0PS?FROM THE 3SHORIZONTALMULUON ATTACHING70 THE VMMOALMUL30N(INTERSECTION). i070 r F' ,:•(V�� THE LOWEST DESIGN PRESSURE IS 41-s4.7 PSF AND WOLI}DAPPLY70 ALL OF THE MULLIONS VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WNH THIS MULLION SYST£M.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION a SZ/�IVgL�tE�G��� i i PRODUCTS,WILL APPLY TO THE CVERALASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT Be INSTALLED IN A.LYIVI()IIVGLf c�,F.E, ACCORDANCE WITH THE INSTALLATION SPECIFICATIONSRESPECTIVE SUBSTRATES INTO RESPECT SUBSTRATESAND FENESTRATION PRODUCT970 MULLION. FL P.EJA 58705 7t� 1 i City of Zehyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Z 3,o Site: l 74 S t-�- G fy Pernut'Type: movt ' �}- At fh cz 2- Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments:bde 2- ❑ I ,I This comment sheet shall a ltept with the permit and/or plans. OCT Q 81 zo2Q' Kal ' Switzer—Plans Examiner Date Contract and/or Homeowner (Required when comments are present)