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Home My WebLink About21-1312 i . City of Zephyrhills PERMIT U BE ' 5335 Eighth Street Zephyrhills, FL 33542 BGR-001312-2021 Phone: (813)780-0020 r Fax: (813)780-0021 Issue Date: 01/19/2021 Permit Type: Building General (Residential) Prop_eirty Number Street Address 34 25 210180 00000 3080 7908 Kay Marie Avenue Owner Information Permit Information Contractor Information Name: GARI&SANDRA WE]WART Permit Type:Building General(Residential) Contractor: B & H CONSTRUCTION OF TRUSTEE Class of Work:Alumiumn Package CENTRAL FL. INC. Address: 4801 Airport Rd#112 Building Valuation:$39,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$1,000.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 ( r! L Total Valuation:$40,000.00 Total Fees:$420.00 '34 C` Amount Paid:$420.00 l Date Paid:1/19/2021 11:12:40AM Project Description INSTALLATION CARPORT,SHED Application Fees Electrical Permit Fee $45.00 Building Permit Fee $235.00 Electrical Plan Review Fee $22.50 Building Plan Review Fee $117.50 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. CO TRACTOR SIGNATURE PE IT OFFICE - --PERMIT EXPIRES IN 6 MONTHS WITHOUT-APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2020222597 OR BK 10247 PG 472 Page 1 of 1 12/30/2020 09:44 AM Ropt:2242928 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller PaantNomber P&cdlDNurdw 34-26-21-0180-00000-3080 NOTICE OF COMMENCEMENT State of Florida County of Pasco . THE UNDERSE M hmeby glm n*e that improvements vdil be made fa -0111 raaF,ptoper[y,and Tn axordeix eihtt Sstdlon 71fl t3 d the Raft Stablbsa the Unlilp Inlimflm Is pmvWW in this N01110E OF GOi11111010EMENT. 1.oeeartpttoe t rt �1: 34-2521-0180-OODD- a)Sbaet Ob)Addmw ,7908 Kay_Marie Ave Zep_hyrhills Florida 33_541 Loon*doeo Wen oth*memsels. Carport,Shed,Concrete&Steps 3.Owner IMomlatlon or Leeaei btfonta�loa a dte LeaaM taCMd tbrthe h� - - _.._ ._ ..,» a)tVameandaddram Weingart,Gad.I.&Sandra K. 4801 Airport Road#112 Zephyrhllls FI 33542 b}Namemdwidreeaait'eeelmpfeNetto[dsr{ff�elerdtttenOemeriiated chews).. " c)IrftWh plopetty: Owners - 4 Cmtrecboriaforrt�lon ' a llama ad a Wes Greeg Beebe/B&H Construction of Cenlrai Florida,Inc. 4025 Morris Bridge Road Zgphyrhllls FI 33543 b)Tdlelthoee Mu 813-782-1064 FYit tie:t Ottel} aeert±Qr{N'apptltulttle,a oapyof9mpaymerttbtlnd 1seCedled) _ a}tdamioandaddro� b)Teliip mNoa QAmoleltaff wW. T. &Linder e)Name end address: b)Telepl"Na: T.Pmm vitlrbr the elate of flortda dslillw d by Oww Wm wham iv*w or dher doatmenla may be served as pfodM by SetOan Tt3.13 M(1)T.,Fbdd4 Stddw a)Name attd sovex b)Td*hm No.: _ _ Fax Na:(apte4 &a,h addMten to binnetf er birseif,Owner dspnatee - h imefve a oopy oftha t.wines Notfoa as plodded In Sal tton"3.13 tt)K RDft Stebt L b)PhonaNmftof Pam,oret*desWwtslby0mw. e.tspttablon Jabot eloHaeorroomnteao«it«t#{tlre explratWl dabs"nlayrwt beiretbnetha oempter?bxt ofcoretttrcbm cad Sttat peyitielrttofhe oorlhetdor but clip De 1.yslrr boat t(te dale of ieoartOrip unlace a dNtatertt petals epecipa0l: ,4D WAMN TO OWNER:ANY PAYIiIENTIll MADE BY Tiff OWNER AFM THE>T1tPIMATitlet OF THE NOME OF C011Mt31ME T ARE )UPROFEft PAYVEHTS UNDER CHAPTER M,PAW b IECfIDN MIS,FLCF=SfATUTA,AND CAN NEW Bt YOUR PAYBtti TWICE FAR IMPAONEVENN TO YOUR PROPERTY.A NOME OF COI M MCl311EiT INUST BE RECORDED AND POSTED ON ' THE JOB SIZE BEFORE THE FIST IINSPEt:11016 IF YOU MT13M TO OBTAIN FUNINCIM COSULT WiTH YOUR LI9tl7Et OR AN ATTORR>:tf i ORE t�J11ilEICINO WORK OR fbbCORMI)YOUR NCFTiGE OF CO ME ►SEW. V I d�no 091 turnreedthebialiloebtp rtptice of rernmerwNnnt end thatthe facls staled therein are bus b 9w bedof myGeri J.WeIyyein d p�r�uIM6�OOraterir�L,�see, eor odmd Nemeend 6igneDmy�al�a�Dleea) ' Elm me+Eablgtneirrmteitirae Oft~betaoMetffs aR day of bff-CM6pr .2rAO by Geri J.Weingart&Sandra K.Weingart pwriers 1W tNanear P+nran) tt!'A�r+f+ruesereY.:..+t�.ai�wr:euatm.altarryGrraatl for __ _ _ (name 0f perly on bahatlotvdran ineettmen Was ar,ecttted?. Rerlcan*t(nosm ❑- Ptadutredd ID y `A Typeof11) br:veVSf...icer, er �Pfrta*me . ., tM�a. k. AMYLWMM #IIII#HR04= ��. P eadrd'idrlTArFIMYwarortl00J86701P 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-6021 C p Building Department Date Received _1064 Phone Contact for Permitting ( 813 ) €€€' Owner's Name Weingart, Garl &.Sandra Owner Phone Number Owner's Address 7908 Kay Marie Ave Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7908 Kay Marie Ave Zephyrhills Florida 33541 LOT# 308 SUBDIVISION Grand Horizons-Phase Four PARCEL ID#' 34-25-21-0180-00000-3080 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR® ADD/ALT = SIGN 0 = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK Carport,.Shed, Concrete & Steps BUILDING SIZE SQ FOOTAGE 624 HEIGHT F71BUILDING $39000.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $1000.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY B & H Construction of Central Florida, Inc. SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 4025 Morris Brid a Road Zephyrhills Florida 33543 License# CBC057782 ELECTRICIAN COMPANY Lilley Air Conditioning, Inc. SIGNATURE REGISTERED Y/N FEE CURREN Address 41 Drane Field Road Lakeland FI 33811 License# EC13004882. PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN. Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# -I 1_I 11 -1 1-1t 1 I,I i 11[.1[.11'1f.1 i_[.#.i-1,1I 1-t If IEx.tf.1 Ir..1 i..i'.T_1€,1E.1E 1.-1LI K.ax,ux's It 11_i_t<:1f I 1-f 1:11-1F 1-1 --11 a.1r.1.1-1 RESIDENTIAL Attach(2)Plot Plans;(2)sets.of Building Plans;(1)set of Energy Forms;R-O-W.Permit for new construction, Minimum ten(10)working days after submittal date.Required,onsite,Construction_Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a 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,Stor'mwater 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 may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law;both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION 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.pennitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of.occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 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/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bay-heads, 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, I certify. that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit.prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,.air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or.set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from. thereafter requiring a correction of errors in plans,construction or violations of any codes:Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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, CONSULTWITH YOUR LENDER OR AN ATTORNEY BEFORE RECQRDINQ NOTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Su scri ed and s om to(o ffirmed)be o e me this by to a3 12O by Who is/are personally known to me or has/have produced Whb is/are personally known to me_or has/have produced as identification. as identification. Notary Public .i� Notary Public Commission No. Commission No. I+kk-0 Name of Notarytyped,printed or stamped Name of N al `p p ry typed,printed or stamped AMY L.MALATAK Commission#HH 047833 Expires September 29,9024 '''•kor 01" Bm W Tlw Troy I*kwxm 80MM-7019 i: b)V a(42 !)cUJ 40)f 90(04J go,0.0 407 .fl- be 6-e hs ;cs of Of u7v T)3!t loc agav 9Ninn dt A41L5-AG .5 A41£EG-.S£ WY39190H .IId[i-�WbACE a9% MK9C wtt4t enKVC .41E L L-b .,41E£-R t a o Z#Wo021i139U more a..a pa 3 LtXO£ LTIF C � U H72lOd.8 � C7 H911H °°°` wve PO .wc -- L LLL9£-ZIS tuoa al-Ildnp m �+1 avVt {/o�Ja !FF�l z# L#wooaa39 £#W008029 —Zit L".£L ASIG£,4t „l1E L,9 ,.41£L-,t t S3WOH isvvNL3M E 3N0Z � aococ „ 31Vw1Xo27dda TNT 9LL54 dWl 'IW 3AOSY ZEXOE SNOISN3WI3 TM NMOHS SV NVId ALE A4/6 t".Lt ZA L"St .StL£-.4L Alit V.b .ZS JA COt BS E HOM ES March 31,2015 Re.: Attachment Beaus(Host Beam)VeAflcation: To whom it may concern; The above listed Jacobsen manufactured home has been constructed with a structural attachment beam,or"host,be The host beam design and the home plans are both approved in accordance with the requirements of the Federal Manufactured Home Construction and &AU Standards commonly referred to as the "HUD Code". The design of this host beam allows an attachment (typically sheds, carports, screens rooms, etc...) to be made directly to the included structural member in lieu of the typically required "fourth wall construction". Please refer to the serialized floor plan provided by Jacobsen Homes to verify the location of the host beam. The attached manufactured home plan is required to be set-up or installed,on-site,in accordance with the Jacobsen Homes"Set-Up Manual"and it's"Addendum".Please specifically refer to page SU-01-0008, which includes site requirements that must be followed in order to attach a structure to the host beam provided. This page also has the maximum sizes allowed for any attached structure along with the requirements for perimeter blocking along the entire sidewall area where the host beam is installed. All site installed structures shall be designed by a Professional Engineer(PE)registered in the State of Florida or as allowed by the Local Authority Having Jurisdiction (LAHJ).The design shall comply with all applicable sections of the Florida BuMaj Code that is in effect during the time of the construction of the addition. All attachment designs and construction are by others, not Jacobsen Homes Any site installed structures shall be subject to permitting,plan review,and inspections)by the LAHJ. If I can be of further assistance,please feel free to call me at 727-726-1138. Sincerely, �1 Craig Young Director of Engineering Jacobsen Homes File 600 Packard Court,Safety Harbor,FL 34695 Telephone:727-726-1138 Fax:727-726-7019 National:800-843-1SS9 In Florida:800-282-5389 www.6achomes.com Rusi i 6 I I 0 i BGS Home'1-log in [-User.Registration I Hot Topics I"Submit Surcharge Stats&Facts f PabI cations �'Contact Us (, BCtS Site Map ( 6inks-I Search € ' . . -. . . Fbritla non Praduct.A prb4al .._ YgER:Public User. gyp, � _ _ _ - - Product Aobrov l Men6>'Produa or-Application Search>Application Us t>.Application Detail FL.#: FL16952 R2 -Application-Type. : Revision Code Version. 2017 Application StaCus, Approved Comments . Archived- ALL UVo�t6c ski 'Product-Manufacturer. American Metals Sop s At.: {� l, t Address/Phone/Email 3119 Queen Palm.Dr. �OR!r,) ')3UILI)INO �tj) ,, �VL UNG , Tampa,.FL.33619rld� � L�CTRlC C. CC® �. {813}_242-9100" ; G 7He C1 Yy CF p D '1L� . Santos.Gonzalez@a ��' 5:. Auttiorized:Slgnature Santos Gonzalez Santos.Gonzalez@americanmetals.us. Technical Representative Address/P.hone%Email ._ REQj, 1�, fir-. QualityAssurance Representative VO , N ddr ss/Phone/Ema'ip E}�^ p`t Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed Florida Professional Engineer.- - ar erve CJ Evaluation Report H dcopy Rec • d- Florida Engineer or Architect Name who developed Do Kim. the Evaluation Report Florida License PE-49497 Quality Assurance Entity PRI Constructlon Materials Technologies,LLC Quality Assurance Contract Expiration Date 05/24/2022 Validated.By lamb's L:Buckner,RE.'@ CBUCK Engineering Cal Validation Checklist-Hardcopy Received Certificate of Independence FL16952 R2 COI certificate of independence odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504 1507.4 1609 2062.4 Product Approval Method Method 2 Option B. Date Submitted. 01/10/2018 Date Validated 01/15/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 S-ummary of Products FL# Model,Number or Name Description. 16952.1 3"Riser Aluminum Roof Panels 0.024"and 0:030"thick x 3"'x 12"wide riser roof panels Limits of Use Installation Instructions Approved foruse in HVHZ:No FL16952 R2 II 2017 FBC AMS'3 Incli'Riser Pan Install Approved for use outside HVHZ:Yes Dwa.Ddf . Impact Resistant:-N/A Verified By: Do Kim PE 49497 Design Pressure:+48.6/-48.6 Created by Independent Third Party:Yes Other:For use in outdoor patio construction only.See. Evaluation Reports. instal lation.instructions for other-design limitations.. . FL16952 R2 AE 2017 AMS Evaluation Report ndf Created,by Independent.Third Party:Yes 0 0 ,Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement Accessibility Statement::Refund'Statement Under Florida law,'email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If.you-have any questions,please contact 850.487.1395.-Pursuant to Section . 455.275(S),.Florida Statutes,effective October 1,2012,licensees licensed under chapter455,F.S.must provide the Department with an email address if th'ey.have' one.The einails provided may be used for.official communication with the licensee.However email addresses are public record.If you do not wish to.supply a - personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F S.,please click here.' - Product Approval Accepts: . ®®®E�Q ® Credit Card Safe Jt�![I�AJr�' AMERICAN METALS,SUPPLY-ALUMINUM ROOF PANELS PRODUCT APPROVAL DETA EM MR�Gi��*tN 31.19 Queen Palm Dr. . BLDG CODE: 6th'Edition(2017)FLORIDA BUILDING CODE MryG9NW... Tampa,FL'33619 D❑ KI M (813)242-8100 •. HVHZ: NOT FOR USE INHVHZ ._.__..... &ASSOCIATES,LLG LOCR PANELS TO INSTALL •- LIMITS OF.USE: "FOR PATIO USE ONLY.: c o N S U LTI N G -CARPORTS STRUCTURAL '-PATIO COVERS. 'ENGINEERS -SUNROOMS . -SCREEN ENCLOSURES'. - Po Box to= -CANOPIES Tampa,ft 33M RT { -OTHER SIMILAR MINOR STRUCTURES . .. NOt£Si Rev Description 0350' . . 0L,.86" 1. Aluminum roof panels shall be of aluminum alioy,3105-HI or approved cqua1. 0.'s'ss"ro o ( 2.'' Roof panel metal thickness tested OA24"and OA30". Q 3. Product materials conform to ASTM B209.. o ;n 4: 'All inside bcnd.mdi!are 0.047 unlcss'otheiwise noted_ A .5. Standard Manufacturing Tolerances: a o o - Dimension+/-0.005 zJo. Radius+l-.005 °zoo Angle+/-t° N" 6: Product test report for 0.030"and 0.024"Thickness Rolled 3"Riser Roof Panels,Test Report No.: RIB (TYP.) E9946.01401-24,Oct.2,2015:ASTM E336M330M-14.Architectln d Testing,Inc.an Intertek " o company,2250 Massaro Blvd',Tampa,FL 33619. 46 (TYP.) 7. All product performance specifications and conshuction'requirements shall be engineered by,. liccnsoddesign profcssiomel in accordance with rise Alummurn Design Manual,Spec(Jicallons& X. Guidelines for Ataratnum Srmchwes•,if'ashington,DC,forwind resistance in conformance to FBC C, t w Chapter 1 6 for Components and Cladding Loads,ASCE I-10 Chapter 30 for Roof Components and W 5 RIBS PER PANEL,.EOUAIIY SPACED - Cladding for Enclosed and Open Structures.Effective,area for wind load Calculations based on 36. a 0 sq.feet(absolme'value of ixmiolling design press=is shown on span tables). It rn 8.' Span schedule show maximunt ropf panel spans between supports.Max.span deflection limit L/60, LL Cr 9- Mean roof height of structure sball not exceed l5 feet above gmde'Span tables for open structures m (A> . t z.. based oft 5°max.roof slope.Span tables for enclosed structures based,on 27°max.roof slope. z U w 10. -Each roof panel shall be connected per design professional's instructions,but shall have min.of c d O m' g a I=Z) (3)-f110 SMS w/neoprene gasket and'washer at each support point(or other approved connection by .r Z u,¢,- 3"RISER ROOF.PANELS 'design professional)w/min.OA40°thick;6063-T6 aluminum has metal. as 0 OILS a .'tr wow Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-SO Ultimate Design Pressure Span Table W 0 .in a 0 OPEN STRUCTURES OPI:NSTRUCIU W, RES : ?. . J.- Wind Speed Design Pressure 0.024"span ft 0.030"s an(ft Wlnd S eed Design Pressure 0.024"s am ft O.t130"s an ft V ❑ M G 110 18.4 10.00 17-00 110 22.2 9.73 17-00 aRAwNar °Y1 - _ 120 21.2 9.85' 12.W 120 25.0 9.313. 12W aP_«EDEW om SCALE AS SHOWN 130 24.8 9.40 12.W" 130 30.0 &67 1L44 DATE 311rb14 140 28.8 8.87 1L58 140 34.8 7.93 8.89 150 33.0 8.17 1111 150 45'39.4 6.94. '. &16 160 37.5 7.68 8.50 160 45. .94 7.45 wY��aw�o�aT'P SEE%IMBE 4P/ ure B' ASCE 7-10 Ultimate Design Pressure Span Table" Exposure C" ASCE 7-10 Ultimate Design Pressure Span Table Do tam CA ENCLOSED ATTACHED STRUCTURES ENCLOSED ATTACHED STRUCTURES r ser'.-a �" 10039;IU'. . Wind Speed Design Pressure 0.024"s an(ft) 0.03W span(ft)' Winds eed Design Pressure 0,024"s en ft) 0.030°s an(ft O'., L33679 .1L0 '19.0 "'1.0.W 12.00 110, 23.0 9.63 12.W - SS GOR10a. (?� 120 226 9.68 V-00 120 -27.3 ' 9.09 11.74 +�,��OIYAL Thfshem hasbeenetecnonicailysdandzeated -'} ,,,.,.,.,,r .1-10-18 130 .26.5 9.19 1183 136 321 8.32 IL21 by Do v.lam,PE on this date using a Digital 140 30.8 853 1L36 140' 37.3- ' 7.70 &53 signature.Pdntedmplesofthisdoometdarenot 'mnslderedsigned andsealedaMthesig�ture 350 .35.3 7.88 8.81 1S0 42.7 7.21, 7.79 . m tbeverakdo�anyaiacm ccopies. Drawing No.-140316 160 40.2 7.44 &11 160 �4&6- 6.49 -7.05 - - zD1aDt.iD 1s3s3a os'oo' SHEET 1 OF 1 M ° ° !f6ssi/nalRegulation x ,BCIS Home Log in User Registration Hot Topics Submit Surcharge i Slats&Facts I Publications,i Contact Us I BCIS Site Map �,'Unks eSearch:�. Florida , Product Approval E"YUSER:Public User jo _ Product Aooio4al Menu>-Product or Application Search>Application List>Application Detail .. . . . . ....,- FL:# FL993-R16 Appiication.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 O Product Manufacturer Kinro,Inc Address/Phone/Email 2703 College Ave. Goshen,IN 46528 (574).535-1125 rManthey@lcil.com Authorized Signature Rick Wright = 9 n rickw@ rivbld co suiterits coat Technical Representative: . Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory. . Single Hung Compliance Method: Certification,Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By" Ryan 3.King;P.E. B Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2608 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2019 Date Validated 06/19/2019 Date Pending FBC Approval 06/24/2019 Date Approved 66/26/2019 Summary of Products FL"# Model,Number or Name Description 993.1 a.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8" Annealed Insulated Glass,with Nail Fin(Nominal Overall Frame Size Max.46 x:61)" Limits of Use Certification Agency Certificate " 'Approved for use in HVHZ:No FL993 R16 C"CAC FL993 R11 C CAC 993.1 AAMA" Approved-for use outside HVHZ:Yes CERT.pdf Impact Resistant:No - Quality Assurance Contract Expiration Date Design Pressure:+50.0/-50.0 11/18/2020 Other:See"INST 9911 for installation instructions. (Note- Installation Instructions Glazing'Shall comply with ASTM E130,0-04) FL993 R16 II' (a Inst 993.1.pdf Verified By: Lyndon F.-Schmidt,RE.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.1 j2df Created by.Independent Third Party:,Yes 993.2 b.9750 SH Extruded'PVC Single Hung Tilt Window"Non-Impact" 1/8" Annealed Insulated Glass with Nail Fin(Nominal Overall Frame Size Max.36 x"72) Limits of Use. Certification Agency Certificate Approved'for use In HVHZ:No FL993 R16 C CAC (a)AAMA Cert 993,2.pdf Approved-for"use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/20/2024 Design Pressure:+50.0/-66,0 Installation Instructions Other:See INST 993.2 for installation instructions.(Note- FL993 R16 II (a)Inst 993.2.pdf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports" 1`093 R16 AE (a)Eval 993.2,pdf Created by Independent Third Party:Yes. 993.3 c.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8" Annealed Insulated Glass with Nail Fin(Nominal Overall Frame Size Max.48 x 72) Limits of Use : . Certification Agency Certificate Approved for use in.HVHZ:No FL993 R16 C CAC (a)AAMA Cert 993,3.odf" Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/20/2024 Design Pressure: t25.0/-25.0 Installation Instructions Other:See INST 993.3 for installation instructions.(Note- FL993 R16 II (a)Inst 993.3.12df Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F Schmidt,RE.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)EvaL993.3.pdf Created by Independent Third,Party:Yes 993.4 d.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8" Annealed Insulated Glass with Aluminum Nail Fin-(Nominal Overall Frame Size Max:46 x 61). Limits of Use Certification Agency.Certificate Approved for use in HVHZ:"No FL993 R16 C CAC FL993 R11 C CAC 993.4 AAMA Approved for use,outside HVHZ:Yes CERT.pdf Impact Resistant:No Quality Assurance Contract Expiration.Date Design Pressure: +50.0/-50.0 11/18/2020 Other:See INST 993.4 for installation instructions. (Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R16 II (a)Inst 993.4.odf Verified By: Lyndon F. Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.4j2d - Created by Independent Third Party:Yes 993.5 e.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8" Annealed Insulated Glass with Aluminum Nail Fin-(Nominal Overall Frame Size Max.36 x 72) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL993 R16 C CAC FL993 R1I C CAC 993.5 AAMA Approved for use outside HVHZ:Yes CERT.od Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50.0/-66.0 05/20/2019 Other:See INST 993.5 for installation instructions.(Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R16 II •(a)Inst 993.5.o ff Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third"Party:Yes Evaluation Reports FL993 R16 AE (a)Eval'993. odf Created by Independent Third Party:Yes 993:6 f.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8" Annealed Insulated Glass with Aluminum Nail Fin'-(Nominal Overall Frame Size Max:48 x 72) Limits.&Use Certification Agency Certificate Approved for use in HVHZ:No FL993 R16 C CAC FL993 R11 C CAC 993.6 AAMA Approved for.use outside HVHZ:Yes CERT.odf Impact Resistant:No Quality Assurance Contra Expiration Date Design,Pressur ct e: +25.0/-25.0. -05/29/2019 Other:See INST 993.6 for Installation instructions..(Note- Installation.Instructions Glazing Shall comply with ASTM E1300-04) FL993 R16 II (a)Insi 993 6 odf Verified By: Lyndon E'Schmidt,P.E.43409' Created by Independent Third Party:Yes, Evaluation Reports- . FL993 R16 AE (a)Eval 993:6.odf Created by Independent Third Party:Yes 993.7 g. 18006-R VS Extruded.Aluminum Vertical Sliding Window"Non-Impact_" . 5/32"Annealed Monolithic Glass with Nail Fin-(Nominal Overall Frame Size Max.:30 x 60) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F093 R16 C-CAC FL993 R11 C CAC 993.7 AAMA Approved for use outside HVHZ-.Yes CERT.pd Impact Resistant:No Quality Assurance.Contract Expiration Date Design Pressure:.+40.0/-50.0 10/10/2021 Other:See INST 993.7 for installation instructions. (Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R16 II (a)Inst 993.7.0f Verified By: Lyndon F.Schmidt,RE.'43409 Created by Independent Third Party:Yes Evaluation.Reports -FL993 R16 AE (a)Eval 993.7:odf Created by Independent Third Party:Yes 993.87. h. 18000-R VS Extruded Aluminum Vertical Sliding Window."Non-Impact" lj8"Annealed Monolithic Glass with Nail Fin-(Nominal Overall Frame-Size Max:30 x 60) Limits of Use Certification Agency Certificate Approved for,use in HVHZ:No FL993 R16 C CAC FL993 R11 C CAC 993.8 AAMA Approved for use outside HVHZ:Yes CERT. f Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+40.0/-40.0 10/19/2021 Other:See INST 993.9 for installation instructions.(Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R16 II (a)Inst 993.8.odF Verified By: Lyndon F:Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16.AE.(a)Eval 993.8.odf Created by Independent Third Party:Yes 993.9 i. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact" 3/32"Annealed Monolithic Glass:with Nail Fin-(Nominal Overall Frame Size Max..40 x 63) Limits of Use Certification Agency Certificate Approved,for use in HVHZ:No FL993 R16 C'CAC FL993 R11 C CAC 993.9 AAMA Approved for use outside HVHZ:Yes CERT.pd Impact Resistant:No Quality Assurance Contract Expiration Date Design pressure:+25.0/-25.0 03/23/2021 Other:See INST 993.9 for installation instructions: (Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R16 II (a)Inst 993.9.6df Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.9.odf Created_by Independent Third Party:Yes 993.10 j.9730 SH with Transom Extruded PVC Single Hung Tilt Window with Integral Mulled Transom"Non-Impact"1/8"Annealed.Insulated.Glass with Nail Fin(Overall Frame Size Max.46.25"x 84.0) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL993 R16 C CAC 993.10 AAMA Cert pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/23/2022 Design Pressure:N/A Installation Instructions Other:See INST 993.10 for installation instructions. (Note= FL993 R36 II (a)Inst 993.10:)df .Glazing Shall comply with ASTM E3300-04) Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.10.pdf. - Created by Independent Third Party:Yes 993.11 k.9730.SH Twin with Transom Extruded PVC Integral Mulled Twin Single Hung Tilt Window with Integral Mulled Transom"Non-Impact"1/8"Annealed Insulated Glass with Nail'Fin(Overall Frame Size Max.72.5" x 78.5) .. Limits of Use Certification Agency Certificate. Approved for use in'HVHZ:No FL993 R16 C CAC (a)993.11 AAMA Cert(DP s 40 Neg Approved for use outside H Po HVHZ:Yes 40).Ddf. Impact Resistant:.No FL993 R16 C CAC (a)993.11 AAMA Cert(DP Pos 40 Neg Design Pressure:N/A 50)•Ddf Other:See INST 99.3.11 for installation instructions. (Note- Quality Assurance Contract Expiration Date Glazing Shall comply with ASTM E1300-04) Will/2022 Installation Instructions-. . FL993 1116 II (a)Inst 993.11.pdf Verified By: Lyndon F.Schmidt,RE.43409 Created by Independent Third Party:Yes Evaluation Reports. FL993 R16 AE U Evai 993.11.pdf Created by Independent Third Party:Yes 993.12 I.9730 SH Triple Extruded PVC Integral,Mulled Triple Single Hung Tilt Window "Non-Irnpact"1/8"Annealed Insulated Glass with Nail Fin (Overall Frame Size Max.109.0"x 68.0") Limits-of Use Certification Agency Certificate Approved for use In HVHZ:No FL993 R16 C CAC"(a)993.12 AAMA Cert(DP PUS 40 Neg Approved for use outside HVHZ:Yes 40). df Impact Resistant:No FL993 R16 C CAC(al 993:12'AAMA Cert(DP Pos 40 Neg Design Pressure:N/A 50):Ddf Other:See INST 993.12 for Installation instructions.(Note= Quality Assurance Contract Expiration Date Glazing Shall Comply with ASTM E1300-04) 04/24/2020 Installation Instructions FL993 R16 II (a)dnsf 993:12.pdf Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports. FL993 R16 AE (a)Evai 993.12.ndf Created by Independent Third Party:Yes 0 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section- 455:275(i),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address.if they have one.The entails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a. personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.. . Product Approval Accepts:. ' Credit Card Safe. %%%yt* tt JJ/4 31.75'MAX.OVERALL FIN WIDTH y=O '—o•� = z, '3501 CR 6 EAST 30.00'MAX.OVERALL FRAME WIDTH ELKHART, Itd 46514 y:; '$°'' �,. t qqa��n SERIES ��®08-R tl.id jf�j i � �d �� maa� a4LlIlV�IN UM ,/ERTICAL 4 VVINDO1� SLLL3 �I+� (? i . w/ NAILING. FIN � _ cl GENERAL NOTES m 1. This product anchoring drawing has been tleveloped incorriplanca with the 61li Edition (2017),Florida Building Code(FBC),excluding the"High Velocity Hunicorie:Zone.See the Cerfification Agency Certificate for sires,specifications and ratings. .^o n a. .n. w 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam.brick and other wall coverings, i 3. Wood screws shall be installed following installation instructions of ANSilAF&PA NDS 20.15.Alt 4 other fastener types to be Installed following fastener manufacturer's installation instructions. 04 ' 4. Fastener embedment depths,edge&lances and center-center distances shall be as ��I I t2En g• specified by the fastener manufacturer but in no instance shall they be less than shown in this i w 8 0 �. drawing. ———— 5. Where shims are used,they must be a'dgld I stiff"material that complies with the o requirements of the FBC. W y g 6. Positive and negative design pressure requirements for use with this drawing shall be S M Z determined by others for specific jobs in accordance with the governing code. °rx 19 • 7. Site conditions not covered by this drawing are subject to further engineering analysis. i rho. y cei TABLE OF CONTENTS• _ —02 10 12 SHEEf9 DESCR1PflONOVERAI.4`' tiVERACL:::P_:i(1ESIGN PRESSURE<'(PSFj o 1 T at elevation,des assures& nerd notes : ':F1Nr.';:;,:;' RAJNIE `.;;;;:.=` = scuE N.T.S 2' Horizontal&verlicaitxoss sections&b11 of materials " `bIMMSIGN- ,'.DIM ENSION',4:'.:F051ffVE.• NEGATIVE. °N&�: JK o 3 Horizontal a vertical cross secBons and glo zing detaB a tc�` US a a Buck&frame anchoring 31.75"ic.6Tb2" 30.00"1c 60:00 +40.0• -4Q.0 FL-993.8• a N o _' RiOlentsilMro PERMANENT\A-Florida Product Approvals\FL-943 Single Hung\C-Drawing4L-993 61M ED(2017)\FL-993.8.dwg,2.8 ' N ° d 1. ormo ci > Do co o =0 i �E 0 N N n. �0 A 1 0 g N n rt4 6-9 m T Z Z Z 0 2 Z� WNm'0 m ro m Z O-Z o� Z m � Gl o0 z ::Em Z O '�'� A 0 a � n �0 N N ' • a t N - (0. A n . Z • W 1-114"MIN. 1-114"MIN. EMS,TYR. EMB.TYR. ��O�ti•SCHM�Q rrr�r Q Q October04:20t7 PRODUCT. - Docum.nta"amd l y Lyndon 3 m UPDATE TO 5Tk ED. 20i4 FBC JK VERTICAL SLIDING WINDOW P.E. No. 434o81dt ~irrrrrrj „� ty`````4„`• . wREVISE DRAWING JK PART OR ASSEMBLY: - BUILDING CONSULTANTS, INC.. 005 NV ea NO 0ATE REVISE Co ADDRESS BY HORIZONTAL k VERTICAL CROSS �ITy P.O. Box 230, VDINeo, F4 33595. 'Bt 61lL OF MATERIALS Phone ND.: 813.659.9107 SECTIONS . EVfSI NS .FSPE CA No. 9813 - . �'2012 R.w.BUILDING CONDULTANTG INC. .. R:1MntsklGm DERMAHMA-Florida Product AjVmvals�FL•993 Sln9le Hun91C-Drawings\FL•993 67 H ED(2017AFL-993.8AW9,3.8 co m d d W a r x mw' o � rn � 6_l Gsf Z rr"vt a n Will0 .� Z Z No.43M October 04,2017 r2� PRODUCT: Decunxnfn PrepCnW ey.,i� •S+. ,+• .� - Lyndon F. Sohmldt i� "xL01.....I •. titi,, - ( r'1. N 4.1D 17 UPDATE TO BTH'ED, 2017 Fw JK VERKCAL SLIDING WINDOW P.E. No. 43409 f(�N W ( 3 23 tS UPDATE TO STN ED: 2014 'FBC JK . . " . •- //ffllllllttl - W y p2 1 17 12.REVISE DRAWING JK PART OR,ASSEMBLY: Gf BUILDING CONSULTANTS,-INC: - I� m 1h t 4 28 /2 REVISE CO ADDRESS RW ' HORIZONTAL & vERKcaL CROSS P.d.:Box 23(3, valrldo, FL 3595 w NO DATE BECKONS AND GlAZ7NG-DETAtI Phone No.:bis.esa:at97 FBPE CA. No, 9813 0 201 2 R.W.BUrtOING CCNBULT TS INC;. 3,T MAX, 3.5-MAX O.C.FYP.) ( O.C.(TYP.( `�,�a;.•..... d�� m . fI � FRAME � a •o��i m rf a . D' . F TYP TYP E TYP. rr nu m'O 2X BUCK :4. o -2°1 •Z m m 2X BUCK " FRAME - �� r mda� A 4 a f —r MASONRY MASONRY O M OPENING OPENINGCq z �. f f HIr .y !� d m o a FRAM }re 2X BUC a BUCK ANCHORING IfE ANCHORING FRAME ANCHORING U� . • 2X STUD 2X ZFRAMING TO BE DESIGNED ° 'BY THE ENGINEER OR ARCHITECT 'o F m OF RECORD BASED ON WIND LOADS "'N AND THE CLADDING BEING USED. "' N CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. m g G edge distance to mortar joints. o o catCK 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to H maintain the min.edge distance to mortar joints,additional concrete anchors a . s may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 5 _ 3. Concrete anchor table: ANCHOR ANCHOR FjgtN MIN.CLEARANCE, .AdtN:.CLEARANCE: TO,:MASONRY. TO.ADJACENT TYPE'..;... SIZE. ....:'EMBEDMENT o 0 EDGE.." A'NCHOk.. a n N N Z o vn CP oM� 1/4" 1-1/4" 2" 4" �02110112 lz . .N.T.S.' a ELCO 1/4" 1-1/e 1" 4" o M By. dK m TILTRACON� art:ar:' LFS'_ e. WOOD SCREW INSTALLATION NOTES: DROW NO N Q 1. Maintain a minimum 5/8"edge distance,.l"end distance,&1"o.c.spacing of FL—9s3.8 0 . wood screws to prevent the splitting.of wood. SHMT 4 OF .� Business Professional Requ!M' BCIS Home E Lo9 7n User Registration Not Topics Submit Surcharge i Scats&Facts 1 Publications contact Us '. BCIS Site.Map{. Unks" I Search i Florida Product Approval- y USER:Public User Product Apmmval Menu>Product orAnotication Search>Application List>Application Detail . ,• ;t FL# 1`02231-R4 Application Type. Revision Code Version 2017 Application Status. - ' Approved Comments Archived Li Product Manufacturer. Style Crest Inc. Address/Phone/Email 600 Hagerty Drive' Fremont,OH 43420, - (419)333 5835 I ewis.pope@stylecrest.net Authorized Signature -Lewi s-Pope.- Authorized aewis.pope@stylecrest.net Technical Representative Lewis Pope.. Address/Phone/Email '600 Hagerty Drive Fremont,OH..43420 . . (419)333-5835. leWis.pope@stylecrest.net Quality Assurance Representative Lewis Pope Address/Phone/Email 600 Hagerty Dr Fremont,.OH 43420. . lewls.pope@poly-foam.com' Category . Panel Walls Subcategory Siding Compliance Method . Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-.Hardcwpy Received Florida Engineer or Architect Nance who developed Eric ITompos P.E. the Evaluation Report Florida License PE-63511 Quality Assurance Entity Architectural-Testing,Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By William R. Heiden IN,P.E. f'1 Validation Checklist-Hardcopy Received Certificate of Independence FL1223i R4 COI-EJT COI odf Referenced Standard and Year(of Standard) --Standard Year ASTM D3679. 2011. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12231 R4 Eauiv STC062117-32 Equivalence of Standards 2017-10- 06.odf Sections from the Code Product Approval Method Method 1 Option D - Date Submitted. 10/11/2017 Date.Validated 11/21/2017 Date Pending FBC Approval 11/28/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 12231.1 Fairfield,Alpine Ridge and D4,DL4,D5 and DLS Configurations Ridgeview Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Iristallation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10--06.pdf Impact Resistant:No FL12231 R4 II Vinyl-Sidino-Installation-Manual-2017 pdf Design pressure:+N/A/-59 Verified By:ICC,NTA,LLC. Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please'refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 201.7-10- 06.pdf Created by Independent Third Party:Yes 12231.2 Harbour Crest,Spiegel Grove, D4,DL4,DL4.5,D5,DI-5 and T3.33 Configurations . Addison Heights,and Sawmill Vinyl Siding. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for.use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant., No FL12231 R4.II Vinyl-Sidino-Installation-Manual-2017.pdf Design Pressure:+N/A/-74 Verified By:ICC NTA,'LLC Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06.pdf Created by Independent Third Party:Yes 12231.3 Oak Harbor,Bristol Bay and Town D4,DL4,DL4.5,D5,DI-5 Configurations Square Vinyl Siding. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017.pdf Design Pressure:+N/A/-59 Verified By: ICC NTA, LLC Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the Installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06.bdf Created by Independent Third Party:Yes 12231.4 Pro Pride DL4.5 Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinyl-8iding-Installation-Manual-2017 pdf Design Pressure:+N/A/-76 Verified By: ICC NTA,LLC Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the Installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06.qdf Created by Independent Third Party:Yes 12231.5 Prospan Premium,Dura Span and T4,D5 Configurations Pioneer Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017 pdf Design Pressure:+N/A/-37 Verified By: ICC NTA, LLC Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 46.odf Created by Independent'Third Party:Yes 12231.6 Select Series Beaded Siding and Beaded 6.5 Configuration Lexington Series Beaded Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FE12231 R4 II Vinyl-Sidirid-Install6tion-Manual=2017 pdf Design Pressure:+N/A/-74 Verified By: ICC NTA,LLC Other:Design pressure varies.based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STCl 1 1 11 1-8 2017-10-, 06.pdf . Created by Independent Third Party:Yes 12231.7 Select Series"Board and Batten and Board and Batten Configuration Series Board and Batten [VLexIngion* inyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II. Installation Instructions Attachment Details Approved for use;outside HVHZ:Yes 2017=10-06:pdf Impact Resistant:.No FL1223-1 R4"II Vinyl-Siding-Installation=Manual-2017.ridf Design Pressure: +N/A/-50. Verified-By:ICC NTA, LLC Other:Design pressure varies based on the installation Created-by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06.pdf Created by Independent Third Party:Yes 12231.8 Timbermill D4,S7 Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation-Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.Ddf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manu6l-2017.odf Design Pressure: +N/A/-72 Verified By:ICC NTA,LLC Other:Design pressure varies based on the installation Created by independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 '114 AE Evaluation Report STC111111-8 2017-10- 06.Ddf. Created by Independent Third Party:Yes 12231.9 Timbermill Log Cabin Panel Siding Cabin Board(S6.5)Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details' Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017.Ddf Design Pressure:+N/A/-100 Verified By:ICC NTA,LLC Other:Design pressure varies based on the installation Created by Independent Third Party:.Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017=10- 06.Ddf Created by Independent.Third Party:Yes 12231.10 Timbermill Vertical Siding D5 Configuration Limits of.Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment.Details Approved for use outside HVHZ:Yes 2017-10-06.Ddf Impact Resistant:No FL12231 R4 I1 Vinyl-Siding-Installation-Manual-2017.pdf Design Pressure:+N/A/-57 Verified By: ICC NTA,LLC Other: 10"oc Into OSB sheathing Created by Independent Third Party:Yes Evaluation Reports FL12231 R4 AE Evaluation Report STC111111-8-2017-10 06,Ddf Created by Independent Third Party:Yes contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records..If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 emall address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ROW ® - Credit Card Safe Installation: Instructions: Attachmment Details Table 1:Allowable Pressures1.z Allowable Pressure'-2(psi). Additional Product Typical Product Name Names Profile. Thickness Nails Staples' (In.) 16"oc 12"oc 8"oc 16"oc 8'oc Pro Pride.' DL4.5. 0.038. 76 144 69 794 . 160 49 psf,12"oc into OSB _ DuraSpan Prospan Premium D5 sheathing — (vertical application) 0.040" Piooecr T4 37 psf,12"oc into OSB sheathing - Alpine Ridge or D4,DU 120 — 170 78 Fairfield 0.044 Ridgeplow. D5,.DL5 59 — 122 59 — Select,Series Beaded. Lexington Series OA44 .74 Beaded Siding 6.5 — -. Select Series Board Lexington Series Board and 0.048 5.0 — — 45 and Batten, Board and Batten Batten Spiegel Grove or D4,DL4, 08 — Harbour Crest Addison Heights or DL4.5;D51-. 0.040 74 174 . 11 08 Sawmill DL5,T3:33 04,DU 120 — 170 78 — Bristol Bay or Oak Harbor 0.042 Town Square DL4.5,.D5, DI-559 — 122 59 — Timbermill Log Cabin Cabin Panel '— Board 0.042 9o0 — — — — (S6.5) D4 100 — — Timbermill 0.042 S7 72 — 132 — - Timbermill 57 psf,10"oc into.OSB (Vertical application) - D5 0.042 sheathing — Allowable pressure determined in accordance with ASTM D3679-11. Accordingly,allowable test pressures were calculated using the following equation: D, =P/(0.36 x 1.5)r where Pt is the average static test pressure. 2 Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specked connectors in the structural framing rnust be designed in accordance with accepted engineering practice by a registered design professional. 3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of installation. 4,Second value is for Double Stapled at 16"oc. ,`,l►1 1 111!!!�� `�.�`;�,•J.:..TOGA `� .° • •C E iv S •°•®�ii NTA,Inc.,305 N Oakland Ave ` ��' ti �` ••�- Nappanee,Indiana 46660 Engineering 60A No.8463 1 No 63511 e = These domnents are applicable only to the elements and loading orifeda 7� ° epecifiwlly provided herein.These documents shall not be construed in any • �_ wre to s° y pacify,eertiy or design any aspects of the budding not contained } herein.Spewed design criteria are based solely on Information provided by • "' • the client and must he vertfied and approved by the local authority having- •� irk L jurisdiction.NTA,Inc.Is not responsible for fabrication or erection.If d is •� - ° ! suspected that these dents have been modified,subeftled or altered ST E OF ;_ to e ry way,mntact NT&Inc at(574)77e-7976 to ablaln a file copy. �•,• 10109117 •�.� •i tr < O R 1 ID p' •(y �• 1. The product illustrated satisfies the requirements for the Florida Building Code Sixth Edition(2017)NOT including HVHZ. 2. The installation drawings depicted are'in accordance with the Florida Building Code and the manufacture's . installation requirements. 3. The products must be installed over a minimum 7/16"wood structural panel sheathing (Plywood or OSB)with an approved weather resistive barrier placed under the siding 4. Flashing must be installed-as necessary at all openings, penetrations or abutments of dissimilar.materials as requited by the Building Code. 5. Wood framing installations are assumed to be 2X S-P-F(G=0.42)or denser.For installation into wood framing use 1-1d'long 11 Gauge roofing nails or 7/16"X 1-1/2"long X 16 gauge staples 6. The fastener must be able to penetrate not less that%inch into the framing or.furring.A 1/16 to 1/32-inch space shall be between the.fastener head(nail or staple)and the face of the vinyl nailing hem,so as not to restrict movement due to expansion and contraction. �•• G .J T0� �`� •• . •.� 7. Corrosive resistant fasteners shall be used. ;��•� G E IV 8 O 1j NTA,Inc.,305 N Oakland Ave F•.•d, Nappanee,Indiana 46550 Engineering COA No.6463 No63511 '�* m.:mw .n.�s®meanhmne..amew. sww _ epaJAnq pmMM eareh.Tl,nee OoamerAa MN nod Eo oens4ueU Yi.ny � .'+Y b•V�h•mlSyore•sl}pmry•tp•[b afaw bRbg nL•mWroE �. :�= Mrah SD.�eC CetlOn cIDrb me DnaoE eolW mtrCvrtlfm P.�a.M• . � ✓ /r/_ be 6o,6eMm9ba vwtleea,"eDOti�tl]m•�••�Y�'Y �_ IW�m MA bcbMiespanfed•la bNka9v,>e1eQ'al tleb ewpq•E Nsl On X 4aam•eea Nw Deen n.NFeE,a,msf OrteE a e W rs! S E OF mnM>•Y• "Aece(6]el]]3]9]S boOmmeNe mpy. 1010917' �i�tr O R Wak Width - B .. . 16:WOOD FRI M _ SPF WOW FRMIING 16.Oc(rwa 7/16'SHEATHING (PL155OOD OR . - --o==-- — — 7/76'SHF/OHINC MOISTURE BARRIER Wall 1 giejht ---- (PLYW000 OR 059) MO6'1Ufff MOM - VIM SIO7NG . VINYL SONG FASTENERS (SSE NOTE 3 h cmw ON PAGE 1) B MA Inc..305 N Oakland Ave - Nappanee,Indiana 46550 Englneeting COA No.8463 I1111111IIIF'' msw-oo.l»m..aa�woaymm.ebi�a•wmimy� ' %% V d Np•�.�I.iah TcasEmmwWelW rotGem,.Txdm CO , T�w-/�� rrmw-mr.auuywa•+4.nr.w.mmw wa*amommre- SECTION 0—B G E N •9A nmem ao•a.aa.�wmeoeemeamroymbdmm�wov.aM. i moms- N=e...�.a.m•w�m.a ey a.ma.mrona c 4s.��i y` S A•:o_�� NM-Imm M0.1n.hmt�aaomatlafa hbltn9anma.mm.nil le . C •V'1- i %.miltl�MA�X�m�d)]111�96rooC�Gln mmpy.' * No 63511 •: * = REVISIOIIS "m STYLE.CREST, INC. ^` IADm OR O® e[-73i-�a1D S EOF s... .�® VINYL SIDING %• 10109117 �, ` rw aaDvma sw mwl ao an. L O •�� ' Ioc raam.m.sots NA�L,11 %��` Business Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge stats i Facts Publications .Contact Us. BCIS Site,Map I Links.l Search l FlDfldd i® s Product Approval USER:Public User - r n.ora Product Aporoval Menu>Product or Application Search>Application List>Application Detail . . FL# FL15012-116_ Application Type Revision- Code Version 2017 Application Status Approved Comments - . . . . - 'Archived C� Product Manufacturer C.H.I.Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur,IL 61911 (217)543-2135 Ext4273 windloadengineering@chiohd:com. . Authorized Signature . Pat Hunter windloadenjiiieering@chlohd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior.Doors. Subcategory - Sectional-Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy-Received Florida Engineer or Architect Name who developed John E.Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity- Architectural Testing,Inc.,an Intertek Company Quality Assurance_Contract Expiration Date '12/31/2020' Validated By Gordon Thomas,P.E. E�.Validation Checklist-Ha.rdcopy Received Certificate of Independence FL15012 R6 COI Cert of Ind Scates 2018 s.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 DASMA 108 2012 DASMA 108 2017 DASMA 115 2012 DASMA 115 2017" Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/18/2018 Date Validated 06/20/2018 Date Pending FBC Approval 66/26/2018 Date Approved 08/15/2018 Date Revised 04/06/2020 Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description 15012.1 kfL; 2140,2141,2240,2241,2150, 06'-00"to 09'-00"wide by 20'high steel sectional door with 2151,,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250;5251,5940,5941,5950, 5951' Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II lamb Attachment Drawings s Ddf Approved for use outside HVHZ:Yes F1_15012.R6 II Z4-09-013L6 s.Ddf Impact Resistant:No Verified By:John E.Scates,PE FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15612 R6 AE FL15012 Eval Reot Dan.r6 s.Ddf ANSI/DASMA 108,Z4-09-013L6 Residential Pan 09'-00"wide Created'by Independent Third Party;Yes @+23.2/-26.2 PSF,see drawing for additional widths and pressures. 15012.2 kgL; 2140,2141,2240,2241, 06-00"to 10'-00"wide by 20'high steel sectional door with 2150,2151,2250,2251,2550, or without polystyrene insulation. 2551,4140,4141,4240,4241, 4150,4151,4250,4251,5240, 5241,5250,5251,5940,5941, 5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.Ddf Approved for use outside HVHZ:Yes FL15012 R6 II Z5-09-0131_6 s.Ddf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval'Reot Dan r6 s.Ddf ANSI/DASMA 108.ZS-09-013L6 Residential Pan 09'-00"wide Create_d by Independent Third Party:Yes @+27.3/-30.8 PSF,see drawing for additional widths and pressures. 15012.3 khI;2140,2141,2240,2241, 09'-00"to 06-00"wide by 20'high steel sectional door with 2150,2151,2250,2251,2550, or without polystyrene insulation. 2551,4140,4141,4240;4241, 4150,4151,4250,4251,5240, 5241,5250,5251,5940,5941, 5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment.Drawings s.Ddf Approved for use outside HVHZ:Yes FL15012 R6 II Z6i-09-01507 s.Ddf Impact Resistant:Yes Verified By:John E.Scates,P.E.FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for potential"code-plus" Evaluation Reports applications. Large Missile impact(9 pound missile)and FL15012 R6 AE FL15012 Eval Regt Dan r6 s.Ddf cycling tests conducted in accordance with ANSI/DASMA 115. Created by Independent Third Party:Yes Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108.Z6i-09-01507 Residential Pan 09'-00" wide @+32.0/-36.2 PSF,see drawing for additional widths and pressures. 15012.4 kiL; 2140,2141,2240,2241,2150, 06-00"to 09'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240, 5241, 5250, 5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s Ddf Approved for use outside HVHZ:Yes FL15012 R6 II Z7-09-013L6 s.odf' Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications" Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE.FL35012 Eval Rept pan r6 s.ndf ANSI/DASMA 108.Z7-09-013L6 Residential Pan 09'-00"wide Created by Independent Third Party:Yes @+36.0/-40.6 PSF,see drawing for additional widths and pressures. 15012.5 kkL; 2140,2141,2240,2241, 08'.40"to 14'-00"wide by 20'high steel sectional door with 2150,2151,2250,2251,2550, or without polystyrene Insulation. 2551,4140,4141,4240,4241, 4150,4151,4250,4251,5240, 5241,,5250,5251,5940,5941,. .5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment-Drawings s.Ddf Approved for use outside HVHZ:Yes FL15012: II Z9-09=0i3L6 s-odf Impact Resistant:No Verified.By:John E.Scates,P.E.FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other;Sectional doors provided for windload applications Evaluation Reports and have been tested.in accordance with ASTM E330 and FL15012 R6.AE FL15012 Eval Rept pan r6 s.Ddf ANSI/DASMA 108.Z9-09-013L6 Residential Pan 09'-00"wide Created by Independent Third Party:Yes @+44.3/-51.5 PSF,see drawing for additional widths and pressures. 15012.6 kl; 2140,2141,2240,.2241,2150, 06'-00"to 10'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251, 5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No. FL15012 R6 II Jamb Attachment Drawings 's.pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z3=10-01306 s.pdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by.Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports, and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rent pan r6 s.pdf ANSI/DASMA 108.Z3-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes ' @+19.5/-22.0 PSF,see drawing for additional widths and pressures. 15012.7 le; 2140,2141,2246,2241,2150, 06'-00"'to 11'=00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS012 R6 II Jamb Attachment Drawings s,pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z4-10-01306 s.pdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 EvaI Rept Dan r6 s.pdf ANSI/DASMA 108.Z4-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes' @+23.2/-26.2 PSF,see drawing for additional widths and pressures. 15012.8 If,2140,2141,2240,2241,2150, 06-00"to 12'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5..240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for vise in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.Ddf Approved for use outside HVHZ:Yes FL15012 R6 II Z5-10-01306 s.pdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by.Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept pan r f ANSI/DASMA 108.ZS-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+27.3/=30.8 PSF,see drawing for additional widths and pressures. 15012.9 Ig;2140,2141,2240,2241,2150; 06-00"to 10'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, . 4151,4250,4251,5240,5241, 5250, 5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.Pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z6-10-01306 s.ddf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Reot Pan r6 s.pdf ANSI/DASMA 108.Z6-10-01306 Residential.Pan 10'-00"wide Created by Independent Third Party:Yes @+31.4/-35.5 PSF,see drawing for additional widths and pressures.. 15012.10 Ih; 2140,2141,2240,2241,2150, 10'-00"to 12'=00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without,polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use. Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.Ddf Approved for use outside HVHZ:Yes FL15012 R6 II Z6-10=013L6 s.odf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rer)t Dan r6 s.pdf ANSI/DASMA 108.Z6710-0131_6 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+31.4/-35.5 PSF,see drawing for additional widths and pressures. 15012.11 IhL; 2140,2141,2240,2241,2150, 07'-00".to 10'-00"wide by 26'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150; 4151,4250,425.1,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use, Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.Pdf Approved for use outside HVHZ:Yes FL15012 R6 II 78-10-01306 s.Ddf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and 1`1_15012 R6 AE FL15012 Eva] Reot.Pan r6 s.Pdf ANSI/DASMA 108.Z8-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+38.3/=43.5 PSF,see drawing for additional widths and pressures. 15012.12 Ij; 2140,2141,2240,2241,2150, 08'-00"to 11'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250, 5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.Pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z10-10-01306 s.Ddf" Impact Resistant: No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eva] ReDtr panr6 s.Ddf ANSI/DASMA 108.Z10-10-01306 Residential Pan 10'-00" Created by Independent Third Party:Yes wide @+50.7/-57.5 PSF,see drawing for additional widths and pressures. 15012.13 III; 2140,2141,2240,2241,2150, 10'-06"to 06'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250, 5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012-R6 II Jamb Attachment Drawings s.Ddf Approved for use outside HVHZ:Yes FL15012 R6 II Z10i-10-01507 s.Ddf Impact Resistant:Yes Verified By:John E.Scates,RE:FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for potential"code-plus" Evaluation Reports applications. Large Missile impact(9 pound missile)and FL15012 R6 AE FL15012 Eval Rent Dan r6 s.Ddf cycling tests conducted in accordance with ANSI/DASMA 115. Created by Independent Third Party:Yes Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108.Z10i-10-01507 Residential Pan 10'-00" wide @+46.9/-54.1 PSF,see drawing for additional widths and pressures. 15012.14 re; 2146,2141,2240,2241,2150, 13'-00"to 16'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation.. 4140,4141,'4240,4241,4150, 4151,4250,4251,5240,5241, 5250;5251,5940,5941,5950, 5951 ' Limits of Use Installation Instructions . Approved for use in HVHZ:No FL15012-R6 II'Jamb Attachment Drawings s.pdf . -Approved for use outside HVHZ:Yes FL15012 R6 II Z3=16-01306_s.pdf Impact Resistant:No Verified By:John E.Scates,RE:FL-51737 Design Pressure:N/A Created.by.Independent Third Party:Yes Other,Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM'E330 and FL15012 R6 AE FL15012 Eval-Reef pan r6 s.pdf ANSI/DASMA 108.Z3-16-01306 Residential.Pan 16-00"wide Created by Independent Third Party:Yes @+18.7/-20.8 PSF,see drawing for additional widths and pressures. 15012.15 reL; 2 140,2141,.2240,2241,2150, 13'-00"to 16-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R6 'II Z3-16-013L6 s.pdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM.E330 and . FL15012 R6 AE FL15012 Eval Rept Dan r6 s.odf ANSI/DASMA 108.Z3-16-013L6 Residential Pan 16'-00"wide Created by Independent Third Party:Yes @+18.7/-20.8 PSF,see drawing for additional widths and pressures. 15612.16 rf; 2140,2141,2240,2241,2150, 11'.-00",to 16-00"wide.by 20'high steel sectional door with 2151,22.50,2251,2550,2551, or without polystyrene'insulation. 4140,4141;4240,4241,4150, 4151,4250,4251,5240,5241, . 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZe No FL15012 R6 II Jamb Attachment Drawings s.0df Approved for use outside HVHZ:Yes FL15012 R6 II Z4-16-01306 s.ndf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created-by Independent Third Party:Yes . Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept Dan r6 s.odf ANSI/DASMA 108.Z4-16-01306 Residential.Pan 16-00"wide Created by Independent Third Party:Yes @+22.2/-24.7 PSF,see drawing for additional widths and pressures. 15012.17 rfI;2140,2141,2240,2241,2150, 16-00"fo 10'-07"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,.4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, . 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawinos s.pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z4i-16-01507 s.odf Impact Resistant:Yes Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for potential"code-plus" Evaluation Reports applications. Large Missile impact(9 pound missile)and FL15012 R6 AE FL15012 Eval Rent Dan r6 s.odf cycling tests conducted in accordance with ANSI/DASMA 115. Created by Independent Third Party:Yes Static tests conducted In accordance with ASTM E330 and ANSI/DASMA 108.Z4i-16-01507,Residential Pan 16'-00" wide @+22.2/-24.7 PSF,see drawing for additional widths and pressures. 15012.18 rg; 2140;2141,2240,2241,2150, IV-00"to 16-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151;4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951' Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s odf Approved for use outside HVHZ:Yes FL15012 R6 II Z5-16-01306 s.odf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided.for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Reot Dan r6 s.odf ANSI/DASMA 108.Z5-16-01306 Residential Pan 16'-00"wide Created by Independent Third_Party:Yes @+26.2/729.1 PSF,see drawing for additional widths and pressures. 15012.19 rh;2140,2141,2240,2241,2150, 11'-00"to 17'-00"wide by 20'high steel sectional door with ,2151 2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251;5240,5241, 5250,5251,5940,5941,5950, 5951 . Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawinos s.Ddf Approved for use outside HVHZ:Yes FL15012 R6 II Z6-16-01306 s.Ddf Impact Resistant:No Verified By:John E.Scates,P.E.FL=51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications. Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Reot.Dan r6 s.pdf ANSI/DASMA 108.Z6-16-01306 Residential Pan 16-0on wide Created by Independent Third Party:Yes @+30.1/-33.5 PSF,see drawing for additional widths and pressures. 15012.20 rhI; 2140;2141,2240,2241,2150, 10'-00"to 20'-00: wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or.without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941, 5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.odf Approved,for use outside HVHZ:Yes FL15012' R6 II Z6-16-0131-6 s.Ddf Impact Resistant:No Verified By:John E.Scates,P.E. FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Reot in r6 s.odf ANSI/DASMA 108.Z6-16-0131-6 Residential Pan 16'-00"wide Created by Independent Third Party:Yes @+30.1/-33.5 PSF,see drawing for additional widths and pressures. Go to Page Page 1/2 d 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a,public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487:1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,'2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: - w Credit Gard Safa Anchor:IT-W Tapcon or Tapcon LDTor Simpson Strong-Tie. ITW Ramsetj Redhead Tapcon,114"Diameter diameter,minimum 3.5"'tong with washer that conforms to ANSI 818.221 ITW_RamseyRedhead Large Diameter Tapcon,'3j8"diameter, keep each atea clear of Simpson Titen HD,,3/8"diameter,minimum 4"long with washer that conforms. ANSLBsher t i tyoefo B. any back jamb minimum 4"long with washer that conforms 2.1 type B 18 221 type g Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI 18.22.l attachment fasieneta. When applying back jambs over dry wall or other non structural wall coverin , This chart applies to wood s ecies with s ecific $ / P P gravit t .use longer fasteners to insure minimum embed" 3» See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers and southern be ent required. 8" dy gravity greater than or.equat to 0.42 including spruce pine fir(SP See chart for minimum edge distance required. Lowest anchor to be greater titan the minimum edge distance Washers from the floor pin alley . 1. header Y 0/smaller when Southern pine is used. and less than 10-inches from the floor... 81 FASTENER SPACING(inches). 2500.psi concrete Filled CMU Simpson ITW Tapcon strong-Tie DOOR WIDTH(feet and inches}at a,given DESIGN PRESSURE 2 4" 2 4" 3 8" 24 24g" 3 g" 14psf 17psf 20psf 24psf.28 sf 32psf 36psf 40psf 44psf 48 sf S3 sf 5$ sf 6 24 4 Za. RE(PSF) 24 22 24 •22'-9 18-9 15'-11 13-3 11'-4 9'-11 8'- 24 24 24 24. 24'-3 20'-0 17'-0 14'_ 30 7'-11 7'-3 6'-7 6,_ ,- 3Psf 69psf 75psf. 81psf 87psf 93psf.- 24 20 24 24 24. 9�-5. 0 24 17 ..24 6 15'-1013- ,- . 24 15 24 16 34'-3 2$'-2 .24'-0 "1T-1 iS'0 13,.4 11 1 10'-2 9'-3 .8t q 5 5'-10 5'4 4'-11 4'-7 4'-4 24 25 24 27 16 16 36'-3 Z9'-10 25' 4 12'-0 10'-10 10'-0 g'- T-8 T-0 6'-S' 5-11 S14 , 24 26 16 8 nja 32'-3 2T-5 10 14'-1 12'-8 li'-6 10'-7 9'- 6'-11 6 4 S'-li' S'-6 5'-1 22 13 24 25 26 g 22'-30 19-7 17'-2 15'-2 7 8'-9 8`'0 7'-4 29 12 trio 33-20 28'-9 13'-8 12'-5 .11'-5 10'4 9'-5'. $'-$ 7!-21 6`-3 5'-10 5'-5 Highest anchor installed at 24 14 16 g 24'-0 20'-6' IS'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-21 i6 10 n/a n/a 31'4 26'_i ,- g,-1 8, 6'-3 5'-10 least as high as door opening. 24 12 16 g 22'-5 19 7 1T-5 15'-8 14'-3 13'-0 li'- a i6 10 24 21 n/a n/a 36-0 30'-0 25'-8 22'- 10 10 9 9'-11 9'=1. • 6'-2 14 8 8 n/a nia. n a 6 20'0 1$'-0 16'-0 15'-0 t Anchors to be event spaced between 7 12"4 11'-5 10'-5 9'-7 '8'-10 the header and the floor, 10 14'-4 13'-1 12'-1 11'-0 g*.4 8_3 7'-8 12 7 ZO 9 8 8 nia n a n!a 3S'-9 30'-8 26-10 23'-20 21'-5 29'-6 1T-10 16'-2 14'-9 .23'-7' .12'-5 20- l 12 7 I J nia nja 30'-21 27'-5 24'-8 ZZ'-5 20'-7 18'-8 27'-0 15' 10-2 1 $,2 20 8 g $ 7 9 SO .9-2 16 10 6 17 7 nja nia n/a 31'-20 28'.3 2S'-6 23'_ . 9 rtJa 16 6 ! / 2 '21'-3 19'-2 17'-7:"i6'- 12 4 10-7 0 $ n/a nia n a $ n/a n/a n/a n!a n a n a nja 32'0 28'-9 26'-2 Z4'-0 '12'-7- 11'-8 20'-11 2z6 structural grade lumber. 8 n/a 13 6 / n/a n a•, n a . 21'-8 19''-0 18'-3 i6'_g 15'-4 14-- May.be counterbored up to 3j8"deep n/a nJa 12 nja nja n/a n/a n/a n/a. n a nia nja 32'-0..29'-T 26-8. .24'-1...2Z'-0 20'-3 2 13'-2 12'-4 nia n/a .nja n/a nia n/a n a n a nia nja nja 'nja 30'-11 28'-0 25'-7 1$'6 1T0 15'-9 14'-8 23'-9 at each anchor location to Provide a 2500 psi concrete p P P npa nia nia nia n a 23=6 21'-6' 19-9 18"3 flush mounting surface. Filled CMU 14 sf '17psf. 20psf 2d sf 28 sf 32 sf 36pst 40psf 44 I 32'-4 29'-7 27-3 17'-0 15'-11 - 24-20 22 10 21'-2 19'-8 18'-5 0 Psf 48psf S3psf S8psf 63psf 69psf 7Spsf 81psf 87psf 93psf 1/4 Tapcon ITW LDT HteDn wA'ge.DOOR WIDTH(feet and inches)'at a given DESIGN PRESSURE P m 1l4" 1!4" 3/8" 3J8" 3 8" ( ) First anchor to start at no more than 1:75" 1.75" 2.5" 2.5" I 3l8" FASTENER DIAMETER SF half the fastener spacing distance and 1-1 $„ 7 2.75" 2.68" EMBEDMENTLENGTFI J !8" 1-1/2" 1" 1=1/8'1 i no less than the minimum edge distance. 2-1/2'2-ij2" 3" n I8"WASHER DIAMETER 508# 319# 859# 371# 4$Q# 34„ EDGE DISTANCE 0# FASTENER LOAD CAPACITY s r Supporting stmcturaI elements shalt be designed by registered Professional engineer for wind loads in addition to other loads. ```� This drawing does not address the jambhvall design,but only door attachment.Jamb/wall construction is shown only for illustradon Digitally signed by John E..Scates P.E. \� Manufacturer s installation instructions must be followed. Dafie:2018.02.0715:1 i.58_ �' C ��'c6Mty��"�� /Z purposes. The building assigner is responsible for'�. �" �� jamb1wa11 is sufficient to ca aP ensuring ih his Maximum spacing shown in chart 06`00' � drawing does not ad e spring ffie door live and static toads. This Lesser spacing may be used to avoid interference with door hardware Nm-51737 rma dieroved Pad corn Live as.Registered e r; professional engineer may approved an alternative design, and or fastening system,but not less than 6". Sohn E.Scates,P.E. * �*.� Load Per3amb=0.5 x door width�x'max positive pressure x door height. 2560 King Arthur,Ste 124-54 * [�[�� SCALE 8"CMU block walls shall complywith A Lewisville,TX 75056 STATE OF none STM C90. Florida P.B.#51737 �O�13 MMM DATE Use Minimum 2000 psi grout or concrete when filling CMU, e • ` ❑ TXPE56308,F-2203 �IO'�,�'�ORiOP:'''�'��.� 2-18-2015 CM fastener spacing distance may vary+J_1 , /�0/0(tjAl. \X Back Jib" Ntt Cti� Attachment Detail"Professional Engineer`s seal provided only foL etit3cation of windload construction details. Concrete Anchors C.H.I.Drawing: BJA-10.1 R'ev.-07• Use SP values only if both structure and jamb are Southern Pine. 1/2"MIN 1/2"MIN 1/2"MIN MIN Use SPF values when Spruce-Pine-Fir is present,in structure or jamb material. ATTACHMENT OF X.X X XXX ATTACHMIIVT OF Lesser spacing may be used to avoid interference with door hardware and or fastening system. 2x6.WOOD JAMB WOOD JAMB Maximum spacing shown in chart. 2x6 x6 ON SHEATHING Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 �z SHEATHING When applying back jambs over dry wall or other non structural wall covering, use longer lags screws to insure 1-1/2"minimum embedment required. Washer:1-1/8"minimum outside diameter,must conform to ANSI B18.22.1 type A. ''/s"x 3"LAG SCREWS Pre-drill 1/4"diameter pilot holes for lag screw insertion. 171/2"minimum lag screw edge distance required. SHEATHING Y8"x 3-1/2"LAG SCREWS keep each area clear of any back jamb attachment. fasteners ads header 3" j 8 T 0 Highest anchor installed at least as high as door opening. 0 Anchors to be evenly spaced between the header and the floor. 0 0 2x6 structural grade lumber. May be counterbored up to 3/8"deep at r each anchor location to provide a ``\```11 flush mounting surface. 0 0 ��` E' r•��'� //o/ First anchor to start at no more than �N� ••��BNSki•�1Q- /' half the fastener spacing distance and ISO•�' no less than the minimum edge distance. Digitally signed by John E.Scates P. No.0737 a. Date:2018.02.0715:1-1:28-06'00' SCALE �0 STATE OF ;.W� M none Southern Pine(SP)specific gravity=0.55;load per anchor=620 pounds. oop i -A . / w (]0� Spruce-Pine-Fir(SPF)specific gravity=.0.42;load per anchor=482 pounds.' 0 •� P._/ ❑ ❑ ❑ODD DATE /� •c► •��OR%1 p o a o 0 o s 4-25=2017 Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) // FS - �\ These charts do not address spring pad connections to the building. John E.Scates,P.E: ,/// S/ONAL�``X Back Jamb Attachment Detail Alternative design may be approved by a registered professional engineer. 2560 King Arthur,Ste 124-54 �//1"1111% Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 J Lag Screw engineer for wind loads in addition to other loads. Florida P.E.#51737 Professional Engineer's seal provided only for TXPE 56308,F-2203 verification of windload construction details. C.H.I.Drawing: BJA-102 Rev.-06 Self tapping screws (with steel) Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B18.2.1. .100''x 1""fillet welds USE 9/16" track %6 steel Jambs;allowable load per screw--4 A lbs. Welds performed by a Certified Welder or inspected by a MINIMUM bracket or Allowable load r screw;12 gauge=209 lbs.14 gauge=.143 lbs,and'16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds. reverse DIAMETER ' g g g g g g 12 gauge or%6"steel Jambs;allowable load per weld=1,272 lbs. angle WASHER IF continuous Optional Washer:9/16"O.D.minimum;must conform to ANSI B18.22.1 type A. Use all necessary precautions when welding galvanized steel. SCREW HEAD angle Washer not required if fastener head has minimum 9/16"outside diameter. IS LESS THAN Lowest fastener to be within 10-inches of the floor Welds to be evenly spaced between header and floor. 9/16"DIAMETER Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Lowed weld to be within I0-inches of the floor with door component system. Minimum of 3 welds per jamb required. Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds to have a straight or convex face surface. These charts do not address spring pad connections to the building. Tack weld toe of angle at same spacing to prevent rotation of track angle. Load per jamb=0.5 x door width x max positive pressure,x door height Cracks and blemishes shall be ground to a smooth ATTACHMENT SPACING(inches) contour and checked to ensure soundness. SCREWS .SCREWS SCREWS WELDS SCREWS WELDS These charts do not address spring pad connections to the building. 16 ga 14 ga 12 ga 12 ga .3/16" '3/16" DOOR WIDTH(feet and inches)at a given'DESIGN PRESSURE(PSF). Load per jamb=0.5 x door width x max positive pressure x door height jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 440sf I 48psf 53pef, 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7- - 3'-11 3'-5 3'-0 n/a n/a n/a n/a. track bracket or 20 26 36 36 36 36 9'-5 7'-9. 6'-7 5'-6 4'-8 4'-1 X-8 n/a n/a- n/a n/a 18 24 36 36 36 36 9'-11 8'-2 6'-11 S'-9 4'-11' 4'-4' 3'-10 n/a n/a n/a n/a, continuous E angle reverse angle 16 20 30 36 36 36 11'-9 9%8 8'-3 6'-10 5'-10 5'-1 4'-7 4'=1 n/a n/a . n/a . 14 i8 .26 36 36 36 13'-5 11'-1 9'-5 7'-10 6'-8 5'-10 5'-2 4'-8 4'-3 3'-11. n/a. 12 16 24 36 36 36 14'-1112'-3" 10'-5 8'-8 7'-5 6'-6 5'-9 5'-2 4'-9 4'-4 3'-11 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2' 7'-10 6'-10, 6'-1- S'-6 5'-0 4'-7 4'-1 9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-11 10'-2' 8'-11 7'-11. 7'-1 6'-6 S'-11 5'-4 4'=11 4'-6• 4'-1 n/a n/a n/a n/a ( 0"x 1"long fillet weld 60XX Electrodes Min). 8 10 16 36 34 36 22'-4 18'-5 15'-8.13'-0' 11'-1 9'-9 8'-8' 7'-10 7'-1" 6'-6 5'40 5'-4 4'-11' 4'-6 4'-2 n/a n/a n/a Weld to be located vertically on 7 10 14 36 31 36 24'-6 20'-2 17'-1 14'73 12'-3 10'=8 9'-6 . 8'-6 7'.-9 7'-1 6'-5 5'-11 5'-5 . 4'-11 4'-6 4:-2 . 3'-11 n/a angle at spacing specified in chart and tack weld toe of angle 6 8 12 36 25 36 29'-10 24'-7' 20'-1017'=5' 14'-11 13'-0'11'-7 10'-5 9'-6 8'=8 7'-10 7'-2 6'-7 6'-0 5'-6 .5'-1 4'-9 4-5 track bracket at same spacing. 6 7 11 36 24 36 31'-5 2S'-10 22'-0.18'-4 IS'-'8- 13'-9. 12'-2 11'-0 10%0'9%2 8'-3 .7'=7 6'-11 6'-4 5'-10 S'-5 S'-0 4'-8 n/a 6 8 36 18 36 40'-10 33'-7 28'-7. 23'-1 20'=5. 17'-1015'-1 14'-3 13'-0' 11'=1110'-9"9'-10 9'-0" 8'-3 7'-7 7'-0 6'-6 . 6'-1 r n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'=9- 23'-9 20'-9." 18'=6 16'=7'15'-1 13'-1012'-6'11'-5 10'-6 9'-7 8'-10 8'-2' 1'-7 7'-1 n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-10 29'40 26'-1 23'-2: 20'-1019'-0. 17'-5 15'-9 1:4'-4 13'-3 12'-1 11'-1 10'-3 9'-7 . 8'-11 n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'79. 26'-6 23'-10 21'-8 19'-10 18'-0."16'-5 15'-1- 13'=9 12'-8 11'-9 10'-1110'-3. n/a n/a n/a 30 10 30 n/a n/a . n/a n/a - 36'-4 31'-9 28'-3 25'-5' 23'4. 21'-2 19'-2 17'-6 16'-1:14'-8 13'-6 12'-6 11'-8 10'-11 n/a n/a n/a 26 9 26 n/a n/a n/a . n/a n/a 36'-8 32'=7. 29'=4 26'-8 24'-5 22'-1" 20'-2 18'-7- 17'-0 15'-7 14'-5 13'-S 12'-7 n/a n/a n/a 24. 8 24 n/a n/a n/a n/a n/a n/a 35%4 31'-9 28'-30 26'-6 24'-0 21'-1120'-2.18'-5.16'=1115'=8 14'-7. 13'-8 n/a n/a n/a 16 5 16 n/a n/a n/a n/a, n/a n/a n/a' n/a ,n/a n/a n/a :32'-10 30'-3 27'-7: 25'-5 23'-6 21'-1120'-6 n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a- "n/a n/a n/a n/a n/a n/a n/a 31'-7 29'-0 26'-112S'-0 23'-5 n/a n/a n/a 12 n/a 12 n/a n/a n/a -.n/a I n/a I n/a I n/a n/a n/a n/a I n/a I n/a n/a n/a n/a 31'-4' 29'-2 27'-4. scRtws scREws scREws WELDS "sctttws WELDS 14psf 17psf 20psf' 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf S8psf 63psf 69psf .75psf 81psf 87psf 93psf :16 g® 14 ga. 12 ga '12-ga 3/16" 3/16" DOOR WIDTH(feet and:inches)at a giveri DESIGN PRESSURE:(PSF) Altemative design maybe approved by a licensed professional engineer. iamb iamb iamb jamb jamb jamb Supporting structural elements shall be ATTACHMENT SPACING(inches) designed by a licensed professional engineer 110ft 1430 209f1" 1272t1 444ft 1272p r' for wind loads in addition to other loads. LOAD PER FASTENER(pounds) This drawing does not address the jamb/wall �� C,• /® design,but only door attachment Jamb/wall. \\\ --cause-1 construction is shown only for illustration -cause-\i .V0 purposes.The building designer is responsible for ensuring that the jamhtwall is sufficient to e N® 51737 ,`' �' carry the door live and static loads: . oc0 t k® SCALE none nn ;, I j John E.Scates,P.E. ^A; STATE•OF j�ll` p pp 0[::] .RAT 2560 King Arthur,Ste 124-54' O��, �i?W` o E R E A o o"o a s 2-1g-2015 Lewisville;TX 75056 ///��:�• OR1o.•'Q\\\\" Florida P.E.#51737 Digitally signed by John E.Scates RE /`q3/OVAL . Steel Attachment Detail TXPE 56308,F-2203 Date:2018.02.07'15:11:13-06'00' L //�1"11 1111�� Professional Engineer's seal provided onl for verification.of witidloa I construction details. C.H.L.Drawing: B'JA-103 Rev.-07 . Simpson Titen HDO/8"diameter x 3"long(minimum). Simpson Wedge-All;3/8"diameter x 3"long(minimum): ITW Ramset/Redhead Large Diameter Tapcon,3/8'.'diameter,minimum 2"long with.washer that conforms to ANSI B 18.22.1 type-B.' Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity.of track brackets specified on the door drawing. Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. . . Lesser spacing may be used to avoid interference.with door hardware and or fastening system,but not less than 6". o7 See chart for minimum edge distance required. Load per jamb'=0.5 x.door width,x max positive pressure x door height Manufacturers installation instructions must be followed. 8"CMU block walls shall comply with ASTM'C90. Use minimum 2000 psi grout or concrete when filling CMU. Fastener spacing distance may vary+/-1". — t FASTENER . SPACING .(inches)" filled.CMU_ DOOR WIDTH (feet and inches) at a given.DESIGN PRESSURE (PSF). Simpson Simpson Titen Wedge - HD All 14psf 17psf 20psf. 240sf. 28psf. 32psf :360sf .40psf 44psf .48psf 53psf 5.8psf .63psf_:69psf- :75pid 81psf 87psf 93psf n/a 24' 24'-3 20'-0 17'-0 14'-2 12'-1- 10'-7 9'-5 8'-6 7'-8 7'.4 '. 6'-4 5'-10 5'-4 4%11: 4'-6 4'-2 n/a n/a . 24 16• 34'-3. 28'-2 24'-0 . 20'-0 . 17'-1 ..15'-0 13'-4.. 12'-0 10'-10- 30'-0. 9'-0 8'-3 7'-7 . _ 6'-1'1:. 6'-4 ... 5'-11 5'-6 5'-1•. 16 16 36'-5 30'-0 . 25'-6 21'-3 18'-2 15'41 14'-2 12'-9 11'-7 10'..7 9'=7. . . 8'-9. 8'-1. . . 7'-4 6'-9 6'-3 5'-10 . 5'-5. 16 8 n/a. n/a'. . 36-0 30-0 25-8, 22-6 20'-0 18'-0. 16'-4. 15 .0. 13-7 .12.4 W-5 10'-5 . 9-7 8-10 8 4 7-8 8 8 n/a n/a n/a n/a n/a- 31"10 28'-4 25'-6 23'-2 21'-3 . 19'-2 17'4" 16'-2. - 14'-9 13'-7 12'-7 11-8 W-11; 8 n/a n/a n/a n/a' n/a n/a n/a n/a n/a• 32'-8 30'=0 27'-2 24'-9 .' 22'-10 20"10 19'.-2• . 17'.-9 . 16'-6. . 15'-5.' Simpson Simpson 14 sf 17 sf 20 Sf. 24 sf '28 sf 32 sf. :36 Sf.1..40 sf .44 Sf .48 Sf 53 sf 58 sf 63 sf 69 sf, :75 sf. :81 sf. '87 Sf .93 Sf nHo wAll DOOR WIDTH (feet and inches) at.a given DESIGN.PRESSURE'(PSF) 3/8" 3/8" FASTENER•DIAMETER 2.75." 2.68" EMBEDMENT•LENGTH 4" 4" EDGE DISTANCE 480# :340# FASTENER LOAD CAPACITY These charts do not address spring pad connections to building. Alternative'design may be approved by a 'registered professional engineer. .I , Supporting structural'elements shall-be designed;by aregistered professional engineer for wind loads in addition to other loads. \\�`• 8 �� This drawing does not address the wall design,but only door \`` ��' attachment.Wall construction is shown only for iDustration \ '�G dF • �j purposes.The building designer is responsible for ensuing �i that the will is sufficient to carry the door live and static loads. No:51737SCA.. : . ODDS none , $TANE� �� .' TAJ I�i�O DATE .% .` �. 2=18-2015. John E.Scates,P.E. DA► R1 �;: 2560 King Arthur,Ste 124-54 /� �� ••�'t10\�.N. OC Di itall si ned,'b John'E.Scates P:E.. S \, CMU Bl k Wall 5056, Florida:P.#Lewisville,TX51737 'Date:201 02.07 5;1-0:59.06'00' L � j�Ni, �\�. J. Attachment Detail " TXPE 56308,F-2203' C.H.L-Drawing:. WA-404 key.-67 Professional Engineer's seal provided only for verification of windload construction details.. Anchor:TTW Tapcon or Tapcon LDT or Simpson Strong-Tie Wedge-AII. _ TTW Ramset/Redhead Tapcon,1/4"diameter,T'long(minimum)" ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter;2-3/4"long(minimum') Vt :Simpson Wedge-AIl;3/8"diameter x 2"long(minimum). Use a fastener for every track bracket unless the quantity of fasteners determined;from this chart is more than the quantity, of track brackets specified on.the,door drawing. 1 FASTENER-SPACING Add track brackets as required to satisfy fastener spacing in these charts.'Maximum spacing"shown in chart. 2500 psi concrete Lesser spacing may be used to avoid interference with door hardware and or,fastening system,but not less than 6',`:. Simpson See chart for minimum edge distance required. Concrete walls shall be minimum 2500 psi concrete and shall be.of sufficient strength to resist loads.. stoong- Load per jamb=0.5 x door width x max positive pressure x door height. . ITW TapcOn: Tie. Manufacturer's installation instructions must be followed: Wedge-, Weedg DOOR WIDTH (feet and inches).at a given DESIGN"PRESSURE (PSF) . 1/4" 3/8" All 140sf 17psf ZOpsf 24psf 28ps#32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 1W. 93psf - 24 36 24 24'-3 20'-0 17'-0 14'-2 12'-1 . 16'-7 9'-5 8'-6 T-8 7'4 6'-4 �5'-10: 5'-4 " 4'-11 4'-6 4'-2 n/a n/a 24 36 22 26'-5 21'-9" 18'-6 15'-5 13'-2 ' 11'-7 10=3 9'-3 ""8'-5 7'-8 6'-11 6'-4- 5'!-_ 5'-4" 4'-11 4'-6 4'-3 3'=11 24 36 20 29'-1 24'-0 20'-4 17'-0 14'-6 12'-9 IV-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5, 5'-10, 5'-5 5'-0 4'-8 =4 24 36 18 32'-4 26'-8" 22'-8 18'40 16'-2 " 14'-2" 12`-7 11'4 10'-3 9'-5 . 8'-6 7'-9" 7'2 6'-6 .6'-0 5'-7 5'-2 4'-10 24 36 16 36'-3 29'-10 25'-4 21'-2 18'4 " 15'40 14'-1 12'-8 11'-6 " 10'-7 9'-T 8'-; V-0. 7'-4: 6'-9 6'-3 5'-10 5'-5 22 34 15 n/a = 31=8 26'-1122'-5. 19=3. 16'-10 14'-11 13'-5 12'-3 . 11=2 10'-2 9=3 $'-6 " T-9 T-2 ' '6=7 6'-2 5. 9 21 32 14 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3" 13'-0 11'-11" 10'-9 9'-10" 9'-1 8''3 7'-7 7'-0 6'-7 6'-1 19 30 13 n/a 35-11 30-6 25-5 " 2"1=9 19=1 i6-11 15-3 13.-10. 12-8 11-6 . 1.0-6 .9-8 8-10 8-1 . . 7-6 7-0 6-6 " 17 26 11 n/a n/a 35'-3 . 29-4 25'-2 22'=0 19'-7" 17'-7 16'-0 " 14'-8 13'-3: 12'-1: 11'-2. 10'-2, 9'-4 8'-8" 8'-1 7'-6 15 24- 10 n/a n/a n/a 31'-9 27'-3: 23'-10 21'-;2 19'4, : 17'4 15'-11 14'-4, 13'-2. 12'-1:. 11'-0 10'-2 9'-5 8'-9' . 8'-2 13 20 8 n/a n/a n/a n/a 32'=8 28'4- 25'-5 22'4120%10 19"1, 17'-3- 15'-9'" 14'-6 13'-3 12'-2 _114 : 10'-6. 9'-14 10- 16 n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-7 "26'-0 23'40 21'-7 19'-9 18'-2 16'-7' _ 15'-3 14'-1 13'-2 12'-3 9 14 6/a n/a" n/a n/a n/a. : n/a' n/a n =8/a 32' 29=9. 27-3" 24'-8 "22'-6 " 20'-9 18'-11 17'=5 16'-2 15'-0 14'-0 8 12 n/a n/a n/a .'In/a' n/a n/a n/a n/a h/a n/a 31'-9 28'-9 26'-3 . 24%,2 22',4 20'-3 .18'-9 17"6. 16'4 ITW Tapcon Simpson 14ps# 17pSf ,20pS 24pSf 28ps#32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81pSf 87psf 93pSf Strong- Me (feet and1khes)at a given DESIGN PRESSURE (PSF) re 3/8" "3/8's FASTENER"DIAMETER. supporting s"etural elements shall be designed by a registered professional engineer for wind loads in addition to other loads: 1.75" 15" 2.68" EMBEDMENT"LENGTH' r 11*s�litl Ji!((fj 1 This'drawing does not address the wall design,but only door n n nE, attachment,wall construction is shown only for illustration_ 2.5 3_ 4 EDGE DISTANCE \\\ ,r�1 -,.. �'`(;."I/� purposes. The building designer is responsible for ensuring that 0�,r KGB NCR��11? z the.wall is sufficient to Barry the door live and static loads:This " �. ••�' • . drawing does net addressthe_s spring pad connections.Registered 508#" 764#" 340#E- FASTENER LOAD CAPACITY p g " ' " N0.8�737 'professional engineer may approved an altemaiive design. �. s. OCll� seal l none John E.Scales,P.E. �t` : 1 (n. W ".ED M - 2560 King Arthur,Ste 124-54 r�0"; STATE OF s .'; L"JD D" D"EM17 DATE " Lewisville,Tx 75056 r'p�� " •. 2-18-2015 Florida-P.E.#51737. Concrete.Wall Digitally signed by JohnE.ScatesP:E. TXPE56308;'F-2203 Attachment.Detail. Date:M 8.02.07 i 5:10:42-06'00' I' J Professional Engineer's seal•provided only for verification of windtoad consfruc6on.detaits. C.H.Z:.Drawing: BJA-105 Rev.-06 Place as many track brackets as necessary at an on-center(O.C.)spacing no greater than 1/2" the distance shown on chart for appropriate pressure and width combination. MIN Refer to door drawing installation instructions for floor to first bracket spacing. Field drilling of bracket attachment holes into the track will be required. Lag screw:5/16"diameter x 1-5/8"minimum long; must conform to ANSI/ASME B 18.2.1 Lag screws must be seated in full height frame members. 1-1/2"minimum lag screw embedment into structural wood. 1/2"minimum lag screw edge distance required. DRYWALL/SHEATHING TRACK BRACKET MOUNTING. SURFACE MUST BE FULLY SUPPORTED BY WALL STUDS 5/16"X 1-5/8"LAG SCREWS `XI'W1111l/ol R. Digitally signed by John E.Scates P.E. ,•'� 16 51737 q .. Date:2018.02.0715:10:29-06'00' For door jambs Spruce Pine Fir(SPF)',specific gravity=0.42 or better; SCALE max load per anchor=67%of 439 pounds. STATE OF �'.t�` TOM O�Q none Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) r�0"k :'ram`. p 0O0 ➢ATE Alternative design may be approved by a licensed professional engineer. �/ •• OR%9Pr Q\ \\ o E R E D o 4-20-2017 John E.Scates,P.E. ,�✓¢�t '-�•M- 0 ��Supporting structural elements shall be designed by a licensed professional engineer Ij 1�N1�� 1 Track Bracket Attachment Detail for wind loads in addition to other loads. 2560 King Arthur,Ste 124-54 Spruce Pine Fir(SPF)Jambs TX 75056 111 The suitability of the structural building components must be verified by the engineer of Lewisville, 1 record for the building. Florida P.E.#51737.' Professional Engineer's seal providedonly for. TXPE 56308,F-2203 verification of windload construction details. 'C•H.I:Drawing: BJA-106 Rev.-04 I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X S. SCREENING MATERIAL SHALL BE 1BX14XO.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTTP 1NDEXISTING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING +% 1 4 b# PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 �.. ® 3`y t!'0 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL g• MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BEHOMES �e o°eooeeepe• 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 7. CHANGE THE EXIT FACILITIES AC MANUFACTURED HR HUD SHALL 05, awl •` .S C •0 9 . .' CHANGE EXIT FOR EGRESS PER 3280.105,(a) e o ` APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH[a)(2)[iv),SO THAT THE DISTANCE TO EXIT DIRECTLY �� o^ IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT ' 0 r '" c-ID w [ •� 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S s REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY TWO EXITS DIRECTLY SHALL LL BE ARE AS T IDE A -HABITT • TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT `'" �, • 1 .o STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS a e • ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. e L' � o SOIL FOR WOOD DESTROYING ORGANISMS. I.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR THE REQUIREMENTS OF HUD 3280.105. • • °� �a � - �� ® 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 t_� ®+� s ° + ,� es.'e a'ys 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,DRtyst� #'Y3� BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. SEAL 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PRO�i1�Q7�I #NEER 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS FOLLOWING: G-185. CARPORT, COVERED PATIO, SHED, CONCRETE, AND STEPS ENGINEER OF RECORD OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" DESIGN DATA: David W. Smith P.E. 3/4". UNLESS NOTED OTHERWISE. AIR ENTRAINING+/-1%-ASTM C 260. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH FLORIDA LICENSE NUMBER:53608 WATER REDUCING AGENT-ASTMC494. E.REFERENCE STANDARDS: NOMINAL DESIGN WINDSPEEDVasd: 110 MPH Thomas L. Hanson P.E. CLEAN POTABLE WATER. ASTM E 119 2. RISK CATEGORY: I OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654 ASCE 7-10 4. INTERNAL COEFFICIENT: 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B SHED(ENCLOSED STRUCTURE):+/-0.18 Myron Max Neal CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 (OPEN 2,&3 ALONG WITH HOT WEATHER CONDITIONS CARPORT,COVERED PATIO STRUCTURE):0.0 ASTM C150 5. WIND LOADS: FLORIDA LICENSE NUMBER:86663 RECOMMENDATIONS. ASTM C33 FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 SOLID ROOF(MWFRS): 20 PSF CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, Joel Falardeau eau P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM AC494 615 COMPONENT&CLADDING PRESSURES: SPALLING OR OTHER DETERIORATION. ASTM A615 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 2: 8.9/-36.5 PSF, ZONE 3: 8.9/-55.0 PSF FLORIDA LICENSE NUMBER:70667 ASTM A185 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL Erik Stuart P.E. 6TH EDITION 7. SOLID ROOF TYPE:3"X12"ALUM.PANS,FL 16952 ORE UIV, I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. F.ABBREVIATIONS: 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED FBC Plans &Engineering 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Services, MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 6272Abbo Inc. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL fl.33542 Abbott Station Drive Unit 101 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR Zephyrhills, HEIGHT. 3.UON--UNLESS OTHERWISE NOTED Phone:[813)788-5314 4.CONT--CONTINUOUS Fax:1-[866)-824-7894 C.ALUMINUM: 5.VIF--VERIFY IN FIELD ALUMINUM STRUCTURAL MEMBERS LL WORK SHALL COMPLY vvrrH PREVAILING Email:erb@Ibcplans.com Website:www.fbcplans.com 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED HOLLOW SECTIONS ODES FLORIDA BUILDING CODE, C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 2:---------------------------------------2"x 2"x 0.044" IATIONAL ELECTRIC CODE, DATE: 12/22/2020 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 3 x 2:---------------------------------------3"x 2"x 0.050" 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, ND THE CITY OF ZEPHYRHILLS 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 2 x 3:---------------------------------------2"x 3"x 0.050" DRAWN BY: DENNIS W. DUNN SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE NOTIFYING RAWING EABRICAT D ANY DISCREPANCIES BETWEEN DRAWINGS,FABRICATED ITEMS,DR ACTUAL FIELD 2 x 3:------------"-"-----------"------------2"x 3"x 0.070" )RDINANCES STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 5:---------------------------------------2"x 5"x 0.050° FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE RO 1 MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR OPEN BACK SECTIONS INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 2 EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND 1 x 2:----------------------------------------1"x 2"x 0.040" REVIEW DATE JAII 1 20 O3 ALUMINUM). MANUFACTURER. 1 x 3:----------------------------------------1"x 3"x 0.045" CITY OF 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR s.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA I �' ii tJf ZEPHI'RHILL PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD SNAP SECTIONS PLAN EXAMINER RO 4 SEPARATION. ENGINEERING PRACTICES. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2 x 2 Snap:----------------------------------2"x 2"x 0.045" - JOB# THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: 2 x3 Snap:---------------------------------2"x 3"x 0.050" USING#12 SPACING MAY BE 24"ON CENTER. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" JOB NAME &ADDRESS: 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM, SELF MATING(SMB) WEINGART SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" GRAND HORIZONS: LOT 308 VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 5 SMB: 2"x 5"x 0.050"x 0.118" 7908 KAY MARIE AVENUE D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 X 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" ZEPHYRHILLS, FL 33541 300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" CONTRACTOR: WITH ACQ PRESSURE TREATED WOOD. R 4501.17 IN ITS ENTIRETY. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" B&H CONSTRUCTION FLAT WASHERS AND NUTS. CONTRACTOR. 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENGINEERS ENSURE BONDING AGENT IS USED FIRST 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE . NOTES HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESiIDD1T 4L IA�)([STING BUILDIN 52' ff"- �� •.4 • �• ' rJ fl •y a b C� '�•�✓�bk �4e u; ;149•.., oq 8' PROFESS(1kgI�C ITq ER SEAL MANUFACTURED HOME ENGINEER OF RECORD L David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FACTORY FLORIDA LICENSE NUMBER:38654 PORCH Myron Max Neal 29' PROPOSED PROPOSED FLORIDA LICENSE NUMBER:86663 CONCRETE LANDING 4' CONCRETE LANDING AND STEPS WI RAILING uAND STEPS W/RAILING Joel Falardeau P.E. ° ° a FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. ` a FLORIDA LICENSE NUMBER:77605 4' 4 . .. °' 4 4 N FBC Plans&Engineeringi C', .„ 4, 'a ... a' r, d' Services,Inc. ' 6272 Abbott Station Drive Unit 101 ° •e a e d. Zephyrhills,H.33542 :.a •°' ''' Phone: 813 788-5314 d. ... 4. ... 4'• a ° . d +d.. , Fax:1-866)824-7894 -- —� �dam.—"'---,— I::i: _— — �;—.- _ 34' 29' DRADENNISN PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED REVISION: DATE: 4"CONCRETE SLAB 4"CONCRETE SLAB LINE OF SHED 4"CONCRETE SLAB 4"CONCRETE SLAB 6"CONCRETE SLAB W/8"X8"FOOTER WI 12"X12"FOOTER W/8"XB"FOOTER FOR DRIVEWAY FOR DRIVEWAY RD 1 FOR COVERED PATIO FOR SHED FOR CARPORT RO 2 FOUNDATION PLAN RO3 RO 4 JOB# JOB NAME&ADDRESS: 2"ABOVE ADJACENT SLABS v GRADE WEINGART GRAND HORIZONS:LOT 308 `t CONCRETE c„ 7908 KAY MARIE AVENUE BELOW GRADE ;'`:`, ZEPHYRHILLS,FL 33541 B" 12" j CONTRACTOR: (1)#5 REBAR CONTINUOUS, (2)#5 REBAR CONTINUOUS, 25"MIN.OVERLAP ALL JOINTS, 25"MIN.OVERLAP ALL JOINTS, B&H CONSTRUCTION ON 3"HIGH CHAIRS ON 3"HIGH CHAIRS CARPORT!COVERED PATIO FOOTER SHED FOOTER PLANS AND ELEVATIONS 1 OF 2 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN 52 COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL AND EXISTING BUILDING °•50ee••• MANUFACTURED HOME PROI?F1N,AI EjYC SEAL ENGINEER OF RECORD David W. Smith P.E. FACTORY FLORIDA LICENSE NUMBER:53608 � PORCH 29' Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 LI Myron Max Neal MEG.HOST BEAM FLORIDA LICENSE NUMBER:86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 PROPOSED PROPOSED N 1/ PROPOSED N I o 1 PROPOS CARPORT I Erik Stuart P.E. COVERED mka ED DRIVEWAY PATIO SHED FLORIDA LICENSE NUMBER:77605 j5 NlIIg 6'X7' O.H.DOOR +�, +�, �„ FBC Plans&Engineering Services, Inc. 2X6 SMB 2X6 SMB pu' � 6272 Abbott Station Drive Unit 101 — — — — — 24X27 — — — — — Zephyrhills,H.33542 — — — — — — — — — — — — — — — 8-6" 11-4" 11-4" 11'-4" Phone:(813)788-5314 Fax:1-(866)-824-7894 8' 10' 34' 29' Email:erb@thcplans.com Website:www.fbcplans.com C.O.A.-#29054 PROPOSED PROPOSED P.T.2X4 WOOD FRAME PLAN VIEW 3"X.030"ALUM.RISER PAN DATE: 12/22/2020 SHED W/VINYL SIDING ROOF FL 16952 OR EQUIV. DRAWN BY: DENNIS W. DUNN PROPOSED PROPOSED P.T.2X4 WOOD FRAME 3"X.030"ALUM.RISER PAN REVISION: DATE: SHED W/VINYL SIDING ROOF FL 16952 OR EQUIV. RO 1 - RD 2 2X6 SMB I / 2X6 SMB II HI Ii 1 11111 H III II ] II III i i R0 3 R04 MED. 1--- - -- 2X6 SMB 2X6 SMB ------— HOME r - _ -_ - _ FACTORY o _- - - MFD. JOB# j PORCH O X O O M A _- j —_ ------- PROPOSED a, �- �� HOME - __ _ _ _ _ X in PROPOSED x X o .I / \. i- _ JOB NAME &ADDRESS: FACTORY -_-_-__-__-__-.. o _ _ M COVERED zaxzT _ _ fTT�YIl` O PORCH fTTTTTI- }. M CARPORT X X C) o� X r — — X o> m ?TTTTTT PATIO / \ , , - - - - X m 0) IIIIIIIIIIj I' 'l�, IIIIIIIIIIIjjj, I, Fh m X ' / \ ItHIIIIIIii WEINGART r — _ ij , � ------.—_---_—__-- co L._—__ _ _ 111111J,�I I; PROPOSED L11111L i� _ _ C', / \ LiJ1Ul = II SHED III .j / 6'X7' ''\ il � ------ GRAND HORIZONS:LOT 308 — _ il=II j iii i�' oH.DOOR \i i--- 7908 KAY MARIE AVENUE — -------------- ------------- �� ZEPHYRHILLS, FL 33541 ------- --------- ----------- ------------- 8' 4"CONC.SLAB 4"CONCRETE SLAB 4' CO CRETE SLAB W/8"XS"FOO ER 4"CONCRETE 8' CONTRACTOR: W/8"X8"FOOTER W/12"X12"FOOTER DRIVEWAY SLAB 12' 11'-' 11'-4" 11'-4" 12'_- B&H CONSTRUCTION 8' 10' 34' 29' , REAR ELEVATION FRONT ELEVATION COVERED PATIO SIDE ELEVATION CARPORT PLANS AND ELEVATIONS W/SHED SHOWN BEYOND W/SHED AND STEPS SHOWN BEYOND 2 OF 2 S.M.B.DEPTH S.M.B.WEB TUBE WALL • CORROSION RESISTANT UPLIFT I HEREBY CERTIFYTHAT I HAVE REVIEWED "H" WALL ..N,. ED SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN 4" .045" .06" (2)3/8"BOLTS,NUTS,WASHERS 1,720 LBSEE 117�1 ) 0 EDITION RE �WITH't C I�AND FBC 6TH COMPLIANCE 5" .050" .06" 2 3/8"BOLTS,NUTS,WASHERS 2,550 LBS BUILDI 6" .050" .06" (3)3/8"BOLTS,NUTS,WASHERS 2,550 LBS 7" .055" .06" (3)3/8"BOLTS,NUTS,WASHERS 3,500 LBS R c� °Q° V d�si 7" .055" .D9" (3 3/8"BOLTS,NUTS,WASHERS 3 600 LBS 4 6"MIN. RECOMMEND ALUMINUM FLASHING 7" 055" .125" (3) 4500 318"BOLTS,NUTS,WASHERS , LBS a" �, a.C j y\`� •s g^ 072" 06" 4 318"BOLTS,NUTS,WASHERS 4,500 LBS '?, s e INSTALLED BELOW DRIP EDGE TO g^ .072" .09" (4)3/8"BOLTS,NUTS,WASHERS 7,000 LBS . s HOST BEAM.CAULK ALL SEAMS. 8" .072" .125" 4 7 3/8"BOLTS,NUTS,WASHERS 000 LBS g^ .072" . 7D6" (4)3/8"BOLTS,NUTS,WASHERS 000 LBS (1)#10 X 3/4"TEK SCREW AND 1"0 g^ .072" D9" a 318"BOLTS,NUTS,WASHERS 8,900 LBS EXl NEOPRENE WASHER AT EACH RIB 9^ .082" .125" 4 3/8"BOLTS,NUTS,WASHERS 9500 LBS 1D^ .092 .125" (413(8"BOLTS,NUTS,WASHERS 11 DDOLBS . Q i�a q / �. LC ALUMINUM FLASHING ATTACHED NOTE:OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER . W/#8 X 3/4"TEK SCREW AND 1" SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED /\ NEOPRENE WASHER AT EACH RIB �titld�� v Z --- PROFESSIONAL ENGINEER SEAL : ALUM.RISER PAN ROOF ENGINEER OF RECORD HOST BEAM [ David W. Smith P.E. w ATTACH PANS TO 0.060"MIN.HEADER 0 CHANNEL W/(4)#10 X 3/4'TEK SCREW #10 X 3/4"TEK SCREW AND FLORIDA LICENSE NUMBER:53608 = PER PAN AT BACK OF PAN 1-1/4"0 NEOPRENE WASHER p FASTEN 0.060"MIN.HEADER CHANNEL TO HOST 4 PER PAN ALUMINUM RISER Thomas L. Hanson P.E. BEAM WITH 114"0X2-112"LAG SCREW AT 24"O.C., PAN ROOF FLORIDA LICENSE NUMBER:38654 2 ROWS STAGGERED.STRIP SEALANTE BETWEEN FASCIA AND HEADER CHANNEL Myron Max Nea FLORIDA LICENSE NUMBER:86663 l ALUM. RISER PAN ROOF 2X SMB PER PLAN CONNECTION TO MFG. HOST BEAM Joel Falardeau P.E. (N)3/8"THRU BOLTS,WASHERS, FLORIDA LICENSE NUMBER:70667 AND NUTS,CORROSION RESISTANT, TYPICAL(SEE CHART) Li Erik Stuart P.E. ALUMINUM POST/COLUMN PER PLAN FLORIDA LICENSE NUMBER:77605 ALUMINUM PAN ROOF, POST AND BEAM CONNECTION FBC Plans&Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com C.O.A.-#29054 DATE: 12/22/2020 FASTEN RECEIVING CHANNEL DRAWN BY: DENNIS W. DUNN TO SMB W/#10 X 3/4"TEK SCREW [1-1/2"X 2-1/8"X 1-1/2"X 0.062" (1 SCREW/INCH OF BEAM HEIGHT) INTERNAL OR EXTERNALDATE: REVISION: STAGGERED,BOTH SIDES RECEIVING CHANNEL ALUMINUM POSTS FASTEN POST TO CONCRETE RO 1 WITH INTERNAL BASE AND (2)3/8"THRU BOLTS ° � (4)3/8"CORROSION RESISTANT RO 2 RNAL 2X S MB PER PLAN ° ? CONCRETE ANCHORS WITH ALUMINUM 11 GA. EBASE RO 3 ° g MIN.2-3/4"EMBEDMENT AND ° rn 3"MIN.EDGE DISTANCE PREDRILL VERTICAL Q FLANGES RO 4 FASTEN INTERNAL OR EXTERNAL-7O Q JOB# RECEIVING CHANNEL TO STRUCTURAL a:. JOB NAME &ADDRESS: WALL MEMBER WITH 1/4"0X2"LAG SCREW (1 SCREW/2 INCHES OF BEAM HEIGHT) WEINGART (1)#5 REBAR CONTINUOUS, GRAND HORIZONS:LOT 308 BEAM TO WOOD WALL CONNECTION 25"MIN.OVERLAP ALL JOINTS, 7908 KAY MARIE AVENUE ON 3"HIGH CHAIRS ZEPHYRHILLS, FL 33541 POST TO FOOTER AND CONCRETE SLAB CONNECTION CONTRACTOR: B&H CONSTRUCTION CARPORT COVERED PATIO DETAILS 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH B U I L ION ??I4I} A x[S T I N G PRODUCT APPROVAL CODE CHART EDIT STRUCTURAL COMPONENTS HEADERS AT 4`'Y •�@••c•e•• '6/ �� SIMPSON SP1/SP2 FL10456 LOAD BEARING WALL SIZE SPAN JACKSTUDS �c �"••$��'� `•® � (2)2"x4" 4'-4" 1 ALL WOOD STUDS e s SIMPSON H4/H2.5T FL10456 • 0. SIMPSON H1DA FL11478 SUPPORTING (2)2"x6" 6'-4" AND BLOCKING FOR i� g SIMPSON DSP/SSP FL10456 ALUMINUM RISER (2)2"x8" 2 SIMPSON SPH FL10456 PAN ROOF (2)2"x10" 9'-6" 2 (2)2"x12" 11'-s° 2 WALLS SHALL BE 2X4 ; R� SIMPSON HTT4/HTT5 FL13872 • ` ' °`' SIMPSON LSTA/MSTA FL10852 HEADERS WITH 1/2"PLYWOOD SPACER,GLUED AND P LOS •• ��, �a NAILED W/16d NAILS AT 24"O.C.(2 ROWS STAGGERED) s• • v¢, SIMPSON CS16 FL10852 FOR HEADERS OF DOORS OR WINDOWS ALL CONNECTORS AND FASTENERS DIRECTLY UNDER GABLE SEE PLANS IN CONTACT WITH TREATED WOOD `o$ � SHALL BE ZINC COATED GALVANIZED PRDFESSI� /L` GINEERSEAL STEEL OR SIMPSON'ZMAX' ENGINEER OF RECORD SIMPSON H4 OR EQUIV. David W. Smith P.E. SIMPSON H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS. FASTENED PER MFGR'S SPECS. FLORIDA LICENSE NUMBER:53608 (N)2X HEADER WITH DBL 2X j7(N)2X HEADER WITH SIMPSON SP2 OR H2.5T SIMPSON(2)H2.5T OR EQUIV. 1/2"PLYWOOD SPACER TOP PLATE 1/2"PLYWOOD SPACER OR EQUIV.FASTENED Thomas L. Hanson P.E. FASTENED PER MFGR'S SPECS. PER TABLE PER TABLE PER MFGR'S SPECS. FLORIDA LICENSE NUMBER:38654 Myron Max Neal FLORIDA LICENSE NUMBER:86663 FASTEN ALUMINUM RISER PAN ROOF SP2 OR H2.5T 2X CRIPPLE STUD TO TOP PLATE WITH#12 TEK SCREWII A 16"O.C. WITH 3/40 NEOPRENE WASHER,4 PER Joel Falardeau P.E. PAN AT ENDS AND 8"O.C.AT RAKE WITH NOTE: (N)2X JACK STUD 1-1/2"EMBEDMENT MIN. VINYL SIDING MUST BE INSTALLED OVER FLORIDA LICENSE NUMBER:70667 PER TABLE A MINMUM 7/16"WOOD STRUCTURAL PANEL SHEATHING(PLYWOOD OR OSB) L Erik Stuart P.E. SIMPSON LSTA OR MSTA DBL 2X TOP PLATE(ONLY NON-TREATED FLORIDA LICENSE NUMBER:77605 STRAP OR EQUIV. WOOD IN CONTACT W/ALUMINUM ROOF OR FASTENED APPROX.4" PROVIDE IMPERVIOUS MOISTURE BARRIER) 2X BLOCKING FOR PANEL SPLICE WHERE FBC Plans&Engineering ABOVE AND BELOW HEADER PER MFGR'S (N)2X HEADER WITH 1/2"PLYWOODY WALL HEIGHT EXCEEDS PANEL LENGTH Services,Inc. SPECIFICATIONS SPACER OVER WINDOWS AND DOORS. 6272 Abbott Station Drive Unit 101 SEE HEADER TABLE WALL PANELS(PLYWOOD)NAILING NOTE: Zephyrhills,fl.33542 2X CONTINUOUS STUD INSTALL WINDOWS PER MFGR'S— NAIL 8d NAILS 6"O.C.AT EDGES AND 12"O.C.IN Phone:(813)788-5314 WINDOW INSTALLATION INSTRUCTIONS FIELD.ROWS OF NAILS SHALL BE 1/2"MIN.FROM Fax:1-[866)-824-7894 2X SILL PLATE OPENING PANEL EDGES.PLYWOOD SHEATHING SHALL Email:erb@fbcplans.com 1/2"P.T.PLYWOOD,MIN.2'HIGH OVERLAP BOTH TOP AND BOTTOM PLATES.ALL Website:www.fbcplans.com (NON-P.T.OR OSB ALLOWED ABOVE 2') FASTENERS NAILED PER MANUFACTURERS C.O.A.-#29054 SHEATHING SHALL OVERLAP BOTTOM SPECIFICATIONS. DATE: 12/22/2020 AND TOP PLATES ATTACH JACK STUD WHEN SHEATHING PANELS ARE CONTINUOUS FROM DRAWN BY: DENNIS W.DUNN TO CONTINUOUS STUD DOOR VINYL SIDING OF CHOICE APPLIED TOP TO BOTTOM PLATE(8'OR LESS)SIMPSON STUD 16d NAILS AT 24"O.C. OPENING PER MFGR'S SPECIFICATIONS PLATE TIES ARE REQUIRED ONLT AT THE CORNERS REVISION: DATE: AND EACH SIDE OF OPENINGS AND SHEATHING IS 2X P.T.WOOD STUDS AT 16"O.C. NAILED PER PANEL NAILING NOTE. RD 1 2X P.T.BASE PLATE WHEN SHEATHING PANELS ARE NOT CONTINUOUS, R0 2 2X CRIPPLE STUD 1/20 WEDGE ANCHOR WITH STANDARD SIMPSON STUD PLATE TIES ARE REQUIRED AT A 16"O.C. WASHER,12"FROM CORNERS,6"FROM ALL STUDS. R0 3 OPENINGS AND 24"O.C.WITH 4"MIN. EMBEDMENT AND 1-3/4"MIN.EDGE SP1 OR H4 R0 4 2X WALL STUD AT 16"O.C. DISTANCE TYPICAL JOB# 4"2500 PSI CONCRETE SLAB WITH v PER R318.7 GRADE • 6"X6"#10 WWM(OR FIBERMESH) JOB NAME &ADDRESS: A {,•' OVER 6 MIL.POLY VAPOR BARRIER W/EDGES LAPPED 6"AND SEAMS WEINGART CONCRETE BELOW GRAND HORIZONS:LOT 308 iv •``' TAPED,OVER CLEAN,COMPACTED, GRADE PER R403.1 ` =., 2X P.T.BASE PLATE 1/2"Pl WEDGE ANCHOR W/STANDARD WASHER, SIMPSON SP1 OR H4 TERMITE TREATED SOIL. 7908 KAY MARIE AVENUE 12"FROM CORNERS,6"FROM OPENINGS SIMPSON(2)H4 OR EQUIV. OR EQUIV.FASTENED AND 24"O.C.WITH 4"MIN.EMBEDMENT FASTENED PER MFGR'S SPECS. PER MFGR'S SPECS. ZEPHYRHILLS, FL 33541 INSTALL WINDOWS AND DOORS AND 1-3/4"MIN.EDGE DISTANCE TYPICAL (2)#5 REBAR CONTINUOUS, CONTRACTOR: IN INSTALLATION INSTRUCTIONS PENINGS PER RS FRAMING FOR OPENINGS WITH HEADERS 25"MIN.OVERLAPO3"HIGH ALL CHAIRSJOINTS, 12" ON 3"HIGH CHAIRS FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4 B&H CONSTRUCTION WALL SECTION / DETAILS WOOD FRAME SHED DETAILS • I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN ALUM.RISER PAN ROOFEDITION RE IC0MPLIANCE W 147I Iif 1Q AND GBC 6TH #10X 3/4"TEK SCREW 1-1/2"X 2-1/8"X 1-1/2"X 0.062" BUILDIN W/1-1/40 NEOPRENE INTERNAL OR EXTERNAL �j4 WASHER,8"O.C. RECEIVING CHANNEL ®moaoaease t O i • • yq • 2X SMB PER PLAN °a FASTEN INTERNAL OR '�D . j7ri o" v. : EXTERNAL RECEIVING ° CHANNELTO STRUCTURAL p WALL MEMBER 2,. O z Z) LAGSCREW(1 CREW P R 2 FASTEN RECEIVING CHANNEL O TO SMB W/#10 X 3/4"TEK O a C/) INCHES OF BEAM HEIGHT) 2 N PROFESSIONAL ENGINEER SEAL SCREW(1 SCREW PER INCH OF BEAM HEIGHT) ENGINEER OF RECORD STAGGERED,BOTH SIDES ALUM. BEAM TO WOOD WALL David W. Smith P.E. PAN ROOF TO ALUM. BEAM FLORIDA LICENSE NUMBER:53608 OPTIONAL GARAGE Li Thomas L. Hanson P.E. DOOR OPENER ALUMINUM RISER PAN ROOF FLORIDA LICENSE NUMBER:38654 2X SMB PER PLAN ALUMINUM RISER PAN ROOF LI SIMPSON H2.5T OR EQUIV. DBL.2X TOP PLATE Myron Max Neal AT EACH CRIPPLE STUD SIMPSON LSTA OR FLORIDA LICENSE NUMBER:86663 FASTENED PER MFGR'S SPECS. MSTA STRAP OR QUIV. FASTEN PER MFGR'S SPEC'S Li Joel Falardeau P.E. TYPICAL FLORIDA LICENSE NUMBER:70667 El Erik Stuart P.E. DBL. 2X TOP PLATEL DBL.2X TOP PLATE FLORIDA LICENSE NUMBER:77605 ATTACH DOOR TRACK TO HANGERS 2X CRIPPLE STUD AND 2X SMB PER PLAN WITH 1/4"0 X 1" FBC Plans&Engineering AT 16"O.C. BOLTS,NUTS AND WASHERS Services, Inc. TYPICAL (N)2X S.Y.P.WOOD 6272AbbottStationDriveUnit101 HEADER WITH 1/2" Zephyrhills,5.33542 PLYWOOD SPACERS Phone:(813)788-5314 PER CHART 1-C866)-824-7894 Email:erb@fbcplans.com SIMPSON LSTA OR SIMPSON H4 OR EQUIV. 2X4 SYP JAMB. Fax:1-e: 6)-824cplans.com MSTA STRAP OR EQUIV. AT EACH CRIPPLE STUD ATTACH BRACKET W/(3)5/16"X 1-5/8" C.O.A.-#29054 FASTEN PER MFGR'S SPEC'S FASTEN PER MFGR'S SPECS. WOOD LAG SCREW • DATE: 12/22/2020 (N)2X S.Y.P HEADER WITH 1/2" 2X P.T.JACK STUD PLYWOOD SPACER PER CHART ALL GARAGE DOOR HARDWARE TO BE DRAWN BY: DENNIS W.DUNN PER TABLE INSTALLED PER MFGR'S SPECIFICATIONS REVISION: DATE: 2X P.T.KING STUD-. RO 1 TYPICAL INSTALL DOOR IN OPENING RO 2 ATTACH JACK STUD TO KING PER MANUFACTURERS STUD W/16d NAILS AT 24"O.C. INSTALLATION INSTRUCTIONS • RO 3 TYPICAL j RO 4 JOB# 6'-3" ATTACH 2X4 SYP JAMB W/(1)5/5/16"X1-518"K ET TO WOOD JOB NAME &ADDRESS: LAG SCREW PER BRACKET WEINGART --- - ------------ ------------ { GRAND HORIZONS:LOT 308 - -- ±---+ 7908 KAY MARIE AVENUE ZEPHYRHILLS, FL 33541 1/20 WEDGE ANCHOR SIMPSON DSP,SSP,SPH OR EQUIV. 2X P.T.BASE PLATE OVERHEAD DOOR FRAMING CONTRACTOR: W/STANDARD WASHER AT EACH SIDE OF OPENING TYPICAL W/4"MIN.EMDEDMENT AND FASTENED PER MFGR'S SPEC'S B&H CONSTRUCTION 1-3/4"MIN.EDGE DISTANCE FRAMING FOR OVERHEAD DOOR OPENING WOOD FRAME SHED DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESD flII1AND EXISTING BUILDI TYPE 1 STANDARD ALUMINUM MAXI RAIL DESIGNED TO WITHSTAND 200LBS OF LATERAL LOAD '1' ° NOTE: ALL BRICK DIMENSIONS ARE NOMINAL. HANDRAIL ATTACHED AT EACH PICKET �50 �\ W/(2)#10X3/4"CORROSION RESISTANT SCREWS MAXIMUM RISER HEIGHT: 7-3/4" PICKET SIZE AND SPACING SHALL NOT ALLOW TREAD DEPTH: 10" MIN. PASSAGE OF A SPHERE 4"IN DIAMETER • °«� PER FBC R312 RISER HEIGHT=7-3/4"MAX. 6'O.C.MAX HEIGHT DIFFERENCE BETWEEN RISERS SHALL E, �(,® � s• �' TYPICAL NOT EXCEED 3/8" f °r �a°•a�os a TRIANGULAR OPENING SUCH THAT A TREAD DEPTH=10"MIN.(NOT INCLUDING NOSING) ��d }s. � Nl � 6"DIA.SPHERE WILL NOT PASS A NOSING NOT LESS THAN 3/4"AND NOT MORE THAN 1-1/4" PER FBC R312 EX y '' �' r � CEPTION SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. PROFE53If�TG VEER SEAL NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN.OF 11 INCHES. ENGINEER OF RECORD NEWEL POST O TYPICAL David W. Smith P.E. 2-1/4"X 48"X 48"PRE-CAST ? LANDING W/REBAR FLORIDA LICENSE NUMBER:53608 2-1/4"PRE-CAST Thomas L. Hanson P.E. co TREADS W/REBAR m¢ FLORIDA LICENSE NUMBER:38654 U 4"X 4"X 16"PRE-CAST FOR ALUMINUM z SPLIT BRICKS,MORTARED LI Myron Max Neal OR VINYL RAILING FLORIDA LICENSE NUMBER:86663 4"CONCRETE SLAB Er M / LI Joel Falardeau P.E. a`�;.r,• :yl:, t.J.:�' '�k`'r•' :'�;>';' FLORIDA LICENSE NUMBER:70667 NEWELPOST TOP AND BOTTOM RAIL EACH PICKET ATTACHED TO BOTTOM TYPICAL STEPS WITH Erik Stuart P.E. FASTEN TO CONCRETE ATTACHED TO NEWEL POSTS RAIL W1(2)#10 X 3/4" PRECAST TREADS AND LANDING FLORIDA LICENSE NUMBER:77605 SEE'POST BASE OR STRUCTURAL POST PER PLAN CORROSION RESISTANT SCREWS CONNECTION DETAIL' W/1-1/2"X 1-1/2"X 3/16"ANGLE FBC Plans&Engineering W/(2)#10 X 3/4"TEK EACH FLANGE. ATTACHMENT TO BE AT UNDERSIDE Services, Inc. OF RAILING 6272 Abbott Station Drive Unit 101 Zephyrhills,H.33542 Phone:(813)788-5314 94 RAILING/STEPS DETAILS PER FBC m l:erb@fbcpla s.c Email:erb@fbcplans.com Website:www.fbcplans.com 6TH EDITION - R311 .7 / R312 C.O.A.-#29054 DATE: 12/22/2020 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RD 1 R0 2 2"X2" • R03 ALUMINUM NEWEL POST ATTACH WITH(4)3/160 RO 4 NEWEL POST SECURED MASONRY SCREW ANCHOR TO BASE BY CONTINUOUS [W/2"MIN.EMBEDMENT AND JOB# 3/32 MIG WELD AT BOTTOM 1-1/2"MIN.EDGE DISTANCE NOTE' ALUMINUM STRUCTURAL RAILINGS OR JOB NAME &ADDRESS: OTHER COMMERCIAL MANUFACTURED RAILING THAT MEET FLORIDA BUILDING CODE REQUIREMENTS ? WEINGART AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER `: MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN, GRAND HORIZONS:LOT 308 STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH '' 7908 KAY MARIE AVENUE FBC 6TH EDITION SECTIONS R311 AND R312 POST BASE ZEPHYRHILLS,FL 33541 CONNECTION DETAIL CONTRACTOR: B&H CONSTRUCTION CONCRETE LANDING AND STEPS W/ RAILING DETAILS