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Home My WebLink About20-1218 City of Zephyrhills PERMIT NUMBER ' 5335 Eighth Street Zephyrhills, FL 33542 BGR-001218-2020 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01/13/2021 Permit Type: Building General (Residential) Property Number Street Address 34 25 21 0090 00000 0010 1 37756 Neukom Ave Owner Information Permit Information 0 0 0 1100ontractor Information Name: JOSETTE CARIERA Permit Type:Building General(Residential) Contractor: B & H CONSTRUCTION OF Class of Work:Alumiumn Package CENTRAL FL. INC. Address: 37756 Neukom Ave Building Valuation:$32,300.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00 Phone: (813)712-9676 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 �1 W Total Valuation:$32,300.00 Total Fees:$307.50 7#1 ,� Amount Paid:$307.50 Date Paid: 1/13/2021 12:11:25PM Prioject Description INSTALL CARPORT,SHED Application Fees Building Plan Review Fee $102.50 Building Permit Fee $205.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#202021 2235 OR BK 10236 PG 2973 Page 1 of 1 12/15/2020 09:00 AM Rcpt:2237748 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk&Comptroller Permit No. Parcel ID No 34 25-21-0090-00000-0010 NOTICE OF COMMENCEMENT State of Florida County of Pasch THE UNDERSIGNED hereby gives notice that improvement will be made to certain real pmpW and in accordance with Chapfer713,Florida Statutes, the following information Ie provided in this Notice of Commencement 1. Description of Properly:Parcel Identification No.34-25 21-0090-00000-0010 Streel Addne= 37756 Neukom Avenue Zephyrhills,Florida 33541 2. General Description of Improvement Carport,Shed,Concrete&Steps 3. Owner Information or Lessee 1Mormatfon if the Lessee combatted for the Improvement: Cadera,Josetta Name 5110 Chamalons Gate Blvd ZephyrMi is FL Address city State Interest In Property: Owner Name of Fee Simple Titleholder. (If different from Owner listed above) Address City State 4. Contractor, Gres Beebe/B&H Construction of Central Florida.IqZ Name 4025 Morris Bridge Road Zephyrhills FL Address City State Contractors Telephone No-- Surely. Name Address City State Amount of Bond:S Telephone No.: S. Lender. Name Address City State Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(Tj,Florida Statutes: Name Address city State Telephone Number of Designated Person: S. In addition to himself,the owner designates of_ to retNve a copy of the UencWs Notice as provide!in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the e)pirstion date may not be before the completion of construction and final payment to the contractor,but will be one yearfrom the date of recording unless a dfKerent date Is specified): WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE E PIRA77ON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13 FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICEr OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under gamely of perjury,I declare that I have read the foregoing notice of co nxment end that fa stated therein are true to the best of my knowledge and belief. STATE F 1 COUNTY t�G. pAMELAC:C00K X :'' VD�'� s Sig o or Lessee,or Owners or lessee's Authorized FOfice orlPartnerlNianager CommissfonA46168 My Co.Expires'May25,2027 ••°F�••'',, BondeddvoughtutlonalfbYeryAssa SIgNa!�sT�itle!/OfCee /� The fo ofA' W- i.2owby.701-f T/r' ( �YT CrQ . as 6b3&r (type of authority,e.g.,officer,trustee,attorney in fact'for eta p 0 tr>fmant was executed). Personally Known,ha$Produced Identification❑ NotaitySignature O,r� Type of Identification Produced Name(Print) /1�t° r—� .813-780-0020 _ : . City of Zephyrhills Permit Application Fax-813-780-0021. Building Department - Date.Received ram- " � Phone Contact for Permitting .813 782 "_1.064 Owner's Name Cariera; JOSette C: owner Phone Number . 813-712-9676 :Owner's Address. 6.1 10 Champio* Gate Blvd OwnerPhone Number Fee Simple Titleholder Name Owner Phone.Number Fee_Simple Titleholder Address JOB ADDRESS 37756 Neukom Avenue Zephyrhills; Florida 33541 'LOT# 1 sus�IVlsloN Grand Horizons-Phase Four PARCEL iD# 34-25-21-0090-00000=0010 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN _ 0 = DEMOLISH �. INSTALL ® REPAIR PROPOSED USE 0 SFR, 0 COMM = OTHER TYPE.OF CONSTRUCTION = BLOCK Q FRAME = STEEL =. -DESCRIPTION OF WORK Carport; Shed;.Concrete &Steps -BUILDING SIZE SQ FOOTAGE 659 HEIGHT. ®BUILDING $32300.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE _ _ PROGRESS ENERGY Q W.R.E.C. Le=PLUMBING $ r, =MECHANICAL $ - VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY .0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER /, _ L' COMPANY B & l l.Constructl0rl Of of Florida,-II1C. SIGNATURE ��j REGISTERED Y/N I -.FEE CURREN Address 4025 Morris Bridge Road Zephyrhills Florida 33543 License# CBC057782 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN- Y/N Address License# PLUMBER COMPANY- SIGNATURE REGISTERED Y'/N' FEE CURREN Address F License# MECHANICAL COMPANY . :SIGNATURE REGISTERED Y/N FEE CURREN. Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# :,tE;If:i_1E_1f.1r_�.IF_1f_[.1;:�.1f•,�_�.1[Ii_le,If:[.I�.i_i.�.IE..I<.1[.1�_�'.If_i,.#1�tE;f�.tr.3:lf..lt':.tri.lf.1<Ir�Ir:1f_t�1f-I�.tf_�.i_��t<;tf.�_tfi.f.tt;_tf.1f..�.:ff��.lf_i1�-1L.1 . . • RESIDENTIAL- - Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fonts;R-O-W Permit for new construction; Minimum ten.(10)working days after submittal date._Required;onsite,Construction,Plans,Stormwater Plans wt Silt Fence,installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects CQMMSItC1AL 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,Stormwater Plans w/'Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects:All commercial requirements must meetcompliance 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.-(AIC'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 PP Ze h rhills Permit A iidatiO n Fax-813-780-0021 P�y 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 license_d 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 fora 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 contractors)sign portions of-the"conteactor.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 maybe due,will be identified at the time of permitting.Itis 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,l 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 govemment agencies may apply to the intended.work;and that it is my responsibility to identify what actions.I must_take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads; Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment:. - Southwest Florida. Water. Management .District-Wells, Cypress -Bayheads, Wetland Areas; Altering Watercourses. - Army Corps of Engineers-Seawalls,.Docks;.Navigable Waterways: - Department of Health & -Rehabilitative Services/Environmental'Health Unit-Wells, Wastewater Treatment, Septic Tanks. - - US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. 1 understand that the following restrictions apply.to the use of fill: - : Use of fill is not allowed in Flood Zone W"unless expressly permitted. If-the fill material is to be used in Flood Zone,"A"; it is understood that a drainage- plan addressing A. . "compensating volume" will.be submitted at time of,permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is-to be used in Flood Zone"A in connection with a permitted building using stem wall construction, I.certify thatfilfwill 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 lotsaess than-one (1)- acre which are elevated by.fill, an engineered drainage plan.is required: If.l 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. 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'perm it 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, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF-COMMENCEMENT - FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to-(or affirmed)before me this Subs rib and sworn J}�o(or q�.ffirmed)before-me this by . . 2b- by: l i✓eG Ir18n Who:is/are personally known to me or has/have produced Wh .isonall known ome:or has/have produced F . . . as identification. . as identification- Notary PublicNotary Public' Commission No. Commission No. �!lTO.q 7133 Amu L: Malakk, Name of Notary typed;printed or stamped Name of No ry typed,.printed or stamped . . AM L.MALATAK :*� .:Commission#HH 047833 - .. . A =Expires September 29,2024 R',f�• Bonded Ttuu Troy Fain INUranrs 800a&7419 lot c j1I ;aj+y1S ",rip t#Y7 3f�rn,nj'y'-Yl „ACE At-job . ' ah,ty IL & Ar 'Act g+e cD S „8,Ch SYE grab g03�'}r-05 da?tS -• 01 N � ,8L° 090'f69it-9b APJDnP3-11D$ BZ-Yx?Z-BZ�� ' .Q-,��Sfi�. 64 T8T DAUD�. 9 ILT MIN uD;j MORM''DwAv I6 motti 3saa 'IT.1Oti�'I'X08 9 X $9T =30---=ja s *9 ldidd OP!1tl1!!N IdY Ail i09 it111VN1 B1t�5 m001iddi� e t99 1 S EifRJLLJAi era ' N3t�n w Iyu$mi its vm AN. a 2TB d9 T6T ' ON flt 1!sxg NNT84 M.am NICB Yf`3A>i m OM US M m M-M Iyu 9 DB A T89 5�T ama 3f5. /L 5131DC00ti8 3 , TL9 9TT i�i 11 ms R-NM18 HIS WE Zflm Af x-;w 31 l 1. 3 � 46 8tt Moo Imo .11: NlRA�H� Bl N�Ti=11.p m W,Wm�MO. N �:Faye v to weSS11C?SItLIC[ 900 o�alzzioi �"U. Nano aama ois I• j 1 1 chi —_---- �100�lG�S r`M cc q I Ig00a I t,�d 9tilj�t0 a: t` t1y ONE '1230 SW 16"Street. Ocala FL 34478 'Voice 351.629.7571 Fax 352.629.8758 Cell 352.8953574 APPLICABLE.HOME MODEL NUMBER: LE 5006. SERIAL NUMBER:FL239-000-II=A011069AB CUSTOMER: CARIERA DATE: NOVEMBER 30,2020 RE:. . Addendum to installation instructions for Doublewides with Site attached carport To Whom It May:Concern: This Home was constructed with Wall,framing for a Site Built attachment in accordance with Skyline Corporation's-Addendum to installation for double wide homes. See attached print Sincerely' Scott Interdonat0, Zone Manager . ■ _, Sec.: 4. Addendum to Installation Instructions for p: Ill.: 51 Pig 91 BringingAmerii a Home DOublewldeS ------------------ with Site Attached Carport Attach Carport directly to endwall See Detail'A' Tle-Down:Straps'and Ground. framingpdoilo installing siding on Anchors_req'd at 5'�.O.C. 20.0 max. endwall. 20'-0'max. max:at Wind Zone ll and W 0" ' O.C.max.at Wlnd Zone IIL Carport Carport Perimeter•blocldng required.4' Perimeter blocking required 4'-0" force e Support,De'sign and Connections Support,Design and 0':'o.c.max.at'Carport area, for Carport and flashing 8 sidirig.by. o.c.max.a[Carport,area. Min. Connections for Carport by Min.footing,size to he. others,and shall meet requlements footing size to he 16'k16k4"or others,and.shall meet 2VyalN4":or equivalent: of local authority. equivalent. requiements of local authority. -Field Installed Diagonal Tie-Down Strap Factory.Installed Vertical—.i Factory Installed Vertical r—► °°' Tie-Down Strap. Tie-Down Strap. Strap Angle H-See table. See table. Typical Pier Typipl,pier Third party listed root truss Typical Sidewall Application \yplcal ground anchor FTYpical Endwall Application Site installed carport. Design 90".max..sidemll 108".max:.side*al 108"max.sideWml and attachment by ethers. WiniiZone 11 or III - ..Wind Zone.11. Wind Zone III �•``��R?P r:�F - _ ___+ Factory Installed Max.. . Max. (H Max: (H)Max. Max. ��.�� Q��1sT6.9 G��'.' (H). )Max... • ; _____.jVinyl ran may be Pier StrapBier Strap . Pier Strap i PE19600312 covered with Unit Height! Angle. Height .Angle. Height `Angle odw ar Painted •.: • _- metal. Width inches (Degrees) inches (Degrees) inches D reel % -o STAT.EOF 2�. Attach Carport pby o too�derWrail�o al �24 A8 ' 23.2 33' 16:4 :48 :23.2 - "%,9o��aMAIANP•'��``'�� authority. Siding 26 Or 28 48 20:3 36. 15:7 48 20.3 '�.,,ss� ...... Et,G��O` Detail'A' 32. 48 19.0 34.5 13.9 48 19:0: ''�nUINi,A„u%%%% 12"min:pier height. For Triplewides use 26 or 28'wide Information. Jeffrey-T. Third party listed Legault.PE 2014.07.16 Site installed carport..Design roof truss ®' 16:3838-04'00', and attachment by others. . - ---------- EAF*� -+ - _ onrorme to i -----�• _ Factory installed HUDMHCSS ---------------- rail m��e h .8/18I14 otes: covered it 1)Applicable to all double or triple wide units at Wind Zone II or III. 20-psf max roof live load.9'max. e�derior painted metal. " sidewallheight. Carport roof to have a 8 psf max.dead load.and a 2'psf min dead load:. Attach Carport to 2x10 rail as required by 2 Piers and footin re uiredunder main I-Beams r normal'requirements. Carport designand local authority. ) gS q Pe, 3)1000 psf min:soil bearing capacity required. Vinyl Siding 4)Tie-down straps and ground anchors to-rated for a minimum working load of 31501bs: Alt:'Detail'A' 5)See Skyline Corporation-Manufactured Home Installation Manual for additional setup requirements 6)This addendum is not applicable to'5/12 roof pitch units. fir Professional Regulation _ BOS Nome Log rtt }User Regitb4tibn ;j.Hotlbpics Submit Sutiaharge I Stets&Faeta Publicatlo're y Contact Us-{' aQS site Map I Liniis ! SeaicfiY{. . r. ;•p!' Product Approval `:� ?I'1 USEB:Putilit:"User." .Product Approval Menu>Product or Annlicatlon Search>Application List>Applleatlon Detell FL# FL16952-R2 Appllcation.Type Revision Code Version 2017 Application Status Approved Comments Archived L i. Product Manufacturer American Metals Supply,Inc. Address/Phone/Email 3119 Queen Palm Dr Tampa;fL 33619 (813)242-8100 Santos.Go62�alez@ameri6nmetaid.us Authorized Signature Santos Gonzalez Santos.Goiizalez@americanmetals.us Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ernall. Category Roofing Subcategory Metal Roofing" Compliance Method Evaluation Report from,a Florida Registered Architect ora Licensed Florida Professional Engineer l:a Evaluation"Report Hardcopy Received Florida Engineer or Architect Name who developed Do Kim the Evaluation Report Florida License PE-49497 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 05/24/202.2 Validated By 36mes L.Buckner,P.E..@ CBUCK Engineering i:%1 Validation.Checklist-Hardcopy Received Certificate of independence FL16952 R2 90 certificate of independence odf Referenced Standard and Year(of Standard} Equivalence of Product Standards Certified"By Sections from the Code 1504 1507.4 1609 2o02.4 Product Approval Method Method,2 Option B .Date Submitted 01/10/2018 Date Validated. Oi115/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 5umme :of products Ft# Model,Number or Name Description 16952.1 3"Riser Aluminum Roof Panels 0.020 and 0.030"thlck z 3"x 12".wide riser roof.panels Limits of Use instailation instructions Approved for use in HVHZ:No, FL169S7 R2 11 2017 FBC AMS 3 Inch 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 installation instructions for other_design_limitations. FL16052 R2 AE 2017'AMS Evaluation Raport odf Created by.Independent Third Party:Yes Contact Us c:2fi01,Blair Stn»e Rnaq.Tallahassee Ft.32349 phone:850.487-1824 The state of Florida is an WEEP employer.Coovdght 2007-2013 State.of Florida.::edyacv Statement::ACcessibilhv Statement t:Refund Statement - Under Florida law,email addresses.are public records.If you do not went your email address reteased In response to a public=records request,do not send electronic mail to this entity:Instead,contact the office by phone or by traditional mall.V you have arty Questions,please contact 850.487.1395.'spuisumt to section' - 455.275(1)(11oride Statutes,effk!mve October 1,2012,licensees licensed under Chapter 455,F.S:must provide the Departinant with an email address if they have one.The'emalls 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 5e made available to tilt public. determine If you a:e a licensee under Chapter - 455,ESq please tick lism: -.P'iridu'ckApp'ruv81_Ac�e"ptsr r LOW Credit Card safe i I AMERICAN METALS SUPPLY•ALUMINUM ROOF PANELS PRODUCT APPROVAL DETAILS: AMERICAN - " AMER 3119 Queen Palm Dr.' METALS` Tampa,FL3301D BLDO CODE 6th Edit6l(7017)FWmABUDAING CODE $ p(y" (e13)242 etoo D.O KI M HYH7- NOTFORU58INHiw IACAMNBa TO01�ALL A ABSOCIATES.LL0 - '� LIMDSOFUSM FORPATIOUSEONLY. CCNBULTING CARPORTS STRUCTURAL -PATIO COVERS ENGINEERS SUNROOMS SCREEN ENCLOSURES oosmnamo `-•`J� � -CANOPUS T.ms riasn - OTHM SIAMAR MINOR SIRUC IMM . o.Tso• Notes: w Deu._baan 1. c At®imlia mofpamlaelrR heofdomiamed -.iHl c approved egttaL 2 Roofpnalm.Wthidma w.W&0.07A•smd 0 '. Q 3. Psoduo rostaiaL+�f'mmmASIM B209. 1 nj 4. All inside bmdr•du in 0047 unless othetalw mtcd ! L c c� 5. "Standmd Mmufi- Toiw-n y/ Rsdius M-005 Angle+/-lo . 6. Pmdulb impmtfer0.030"md0.074-Mik.=P.Uid3-RI=RoofPWWd;Te9RpoNo.: �me(trnJ 99946.01.101-44,Oo.2,2015.AS7M 1313NEMM-14.Mcuncbesl Tbtivg.I= lntcrick q° \\Y. �.•�J C mponyr2250Ma Bivd,7}mp6PL33619.' g . 7. Ali Product pedosmamx yedfiwg-and cant-d-egWcomis ehdl be mgomdod by., A9 . . _ fieesrddoippmfcwkwineccadimiev Dbtbe ANmim=Dmign Msn=LSp y/aw=a. N Guldd1nafwA1emlmm&"xftoer,g'mhLW,DC.fwwmdsaisndwlncod=snotc PBC 'd w "o• / Cbepar16ferCAmpmtmh mdChddlegfadkASCB7TIOampto3OfwR ofc=v.ombmd S wFE - 5 roes PER Pwta.EAUAUY SN QeddbgfwE dmdend Open Swwt. .'F•ffa i.=fa mdWcdculatiaatbmdm36. 'r m o - - - sq.Cvet(abwluavebu ofoontm8ivg doignprearueeu ebowtl mlepan able)," - .� mtl B. Span tichclule showtua bintat wfpttd span bet-atppma.Max.span dai ctinn limitVfiO. t0 �� 9. Mum roofhdlitaofslmeORc shl!notauved 15 feet rbow SSF&Sptable fnropeeMtime - 12' _ bad=56 mcn mofdopL Spm ables fm enduzdmmmea band w 27°cuv�mofdcpm . 10. Eschsvofpnelsbabemmwtedpadedppmfssri®I4 IneWctiOm,bwdah..q.of aO7 "3"RISER ROOF.PANELS .(3)-OIOEMSwkmwmeyd Wee dwerheretcuh.ppmtpint(w.dw Wra d-eai®by I - doighpoteuiom0wludn.0A40•tldek6063 T6 demkms b-metal. 1- " Suree' ASLT:7-IO tAtlmate 0esi nRersureS Table .:-- - C. '"ASCE 7•IO Ntlmate Design prcwure5 "Teble - Z d w -ovw StRUCIURFS._ .- _ '--- -._ : CTURfS - --- w az - 'VAndS ed -Desi n Prcssurc .O.OM°s an ft CLO30P sm IM N1nd Speed Design Prewltre: 01DA° -.0.037 4111Y .--210. - 18A ID00 120D 170 •.222 .9.73 - 1200_� msxxm: tra 120 .22.2 __ _•9.85 1200'_ RO' __ _ -25.0' 9.38 .-- ::1200- 130 _ - . . � �24.8_ 9A0 � �32 --00. " : .130�= gyp- __6•W W4 -_ __ --iLd6-. o•tc . 140- _=28.8 B.W. . -3158 ""-140 .' - '348 -- 7.93 - -8.89 _ . '-150 - - -330 -•" - R27 ,...2111 - -150 '39.9 7A6 -_8.16 260 37.S 7.68.... B50 637. 7A5- "�0�✓'Y"•"„ k/ F --- a-'JASCEMOIAtimate Oesl Pressure SnmTeble _-""- _ --- C- ASCE7.10 Ultimate Desl n Pressure Som Table I - - 0KIDSED A7T STRU - -- . .- .ENCLOSED ArTACM STWMJ I : 7; -VnndS ed �Oes1--Pressure 0.024°s 0.030° n k Wind Speed Desl Pressrun_- _0.024° "n' ._0.030°s mk' PO• YSIuiR � 11D "110 : _ 10.0D 1700 _ 110 _ _ _ .23.0- - A63 um 0•�F4OR10i::`per 27.6 ._. - ..__-9.68.. -.- 12.00 120' - -..- -I73.-__. .. 9.09 .IL74 - •�/p.,*�� ___.130 7fi5 .-:---9.1q_" .' - 1L83-.. _ 321- "- 831 _ .1L23 1.10-16 taneenlwEmidmaMeNtt9>wd.•AWee A poev.lutsrs°ne+,a.."sy°gpm, _ 140. ___ .30.8_ -_ - R 11.57. . - _, 36_.' 140. - 37.3 '7.70 _0.53._ - s�.we.Rureemq"dnbammasern" eavkmd°ta•�nNrNMmeewtenmm - .-. . '353 - 7.88 .:881_ __ .--150.- .47.7___ _ _.-7M '7A m•Ilwv"Abdmmrd•meeJ,mpu Drew,ng N6.•140316 .40.2 :. -7A4". ____SL11 .- 160 - 48.6-- -- _- 6.49: '7.W wtwt.m tssssoasm Gff 10Ft' iiE ' F UJ I BCIS Home I tdg In I User Registtatlon I Hot lbpls I Submit Surcharge I Stets&Facts I PubgtaUons'i Contact Us BCrS Site Map I unks ° search - Prod u#Applrcvall ..r USFRSPabllccUser Product Approval Menu>Ptpdact or Application Search>Aoolicatlon List>Application Detail FL#" FL993-R16 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR."Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If-necessary. Comments Archivedi Product Manufacturer Kiriro,Inc Address/Phone/Email 2703 College Ave. Goshen,IN 46528 (574)535-1125. rmanthey@lcli.com Authorized Signature Rick Wright, . rickw@rwbidgconsuitants.com Technical-Representative Mclress%Phone/Email Quality Assurance Representative Address/Phone/Email -Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification,Agency American Architectural Manufacturers Assoclatlon Validated By Ryan J.King,P.E. E) Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) StandardYear AAMAtWDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method i Option A Date Submitted 06/13/2019 Date Validated 06/1.9/2019 Date Pending FBC Approval 06/24/2019 Irate Approved 46126/2019 Summary.of.Products FL# Model,Number or Name Description 993.1 a.9756 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8" Annealed Insulated Glass with Nall 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.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50.0/-50.0 , 11/18/2020 Other:See INST 993:1_for Installation Instructions.(Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 RIG II fa)Inst 993.1.odf Verifled By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.1,odf 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 (aj AAMA Cert 993.2.Ddf 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.)df Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FI-993 R16 AE (a)Eval 993.2,odF Created by Independent Third Party:Yes 993.3 Fc 50 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8" Annealed Insulated.Glass with Nall 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:+25.0/-25.0 Installation Instructions Other:See INST 993.3 for installation instructions.(Note- FL993$16 II (a)Inst 993.3 odf Glazing Shall comply with ASTM E1300-04) Verified By:Lyndon E.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.3.Ddf Created by Independent Third Party:Yes . 993.4 d.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/W 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 Ddf 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 1316 II (a)Inst 993.4.Ddf Verified By:Lyndon F'Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eva 993.4.odf 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 Nall 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.odf 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 RI§ II (a)Inst 993.5.Ddf Verilied By:Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports I FL993 k16 AE fa)Eval 993.S.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 Naill-Fn-(Nominal Overall Frame Slze Max.48 x:72) Limits:of Use - _ Ceirtffication Agency Cert#fcca#e . Approved for use in HVHZ:No F6993 R16 C 'CA FL993 Rif C CAC 993.E AAMA Approved for use outside HVHZ:Yes CERRTp-df impact Resistant:No Quality Assurance Contract Expiration Date Design Pressures+25.0/-25:0 05/20J2019 Other:See,INST 993.6 for ln5tallation instructions:(Note- Installation instructions Glazing Shall comply with ASTM E1306-04) EL993 R16 Ii (a)Inst 993.6:odf Verifled By:Lyndon 6 Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 K16 AE (al Eval993.6,01' Created by Independent Third Party:Yes _ 993.7 g.1800.0-11 VS Extruded Aluminum Vertical Sliding Window:"Non-Impact" 5/32"Annealed'Monollthlc Glass with'Nail Fin-(NominaI . Overall Frame Size Max.30 z b0) Limits of Use'- Certillication'Agency Certificate Approved for use In HVHZ:No FLooj R16 C CAC FL993 R12.'C-CAC 993.7 AAMA Approved for use,outside HVHZ:Yes CERT.odf Impeet Resistant:No Quality Assurance Contract Expiration Date Design Pressure:t40.0/-50.0. 10/19/2021 Other:See INST 993.7 for Installation Instructions.(Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R16'11 (a)Inst 993.7.odf Verified By:Lyndon F Schinidt;.P.E.43409 Created by Independent Third Party:Yes. Evaluation Reports FL993 R16 AE'(aj Lval 993.7.odf Created.by IndependentThird Party;Yes . 90.8: ;. h.18000-R VS - Extruded Aluminum Vertical Sliding Window"Non-Impact". 1/8"Annealed Monolithic Glass with Nall Fin-(Nominal Overall Frame Size Max.30 x 60) - Limits of Use -_ Certification Agency Certificate Approved for use 1n.HVHZ:'No FL993 R16 C-CAC FL993'R11 C CAC 993.8 AAMA Approved for use.outslde HVHZs Yes C€3T11df, Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+,40.0/-40.0 . 10/19/2021 -Other:See INST 993.8 for'Installatlon instructions.(Note- Installation Instructions Glazing Shaii 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 RIG AE (a)Eval'993.8.odf Created by:Independent,Third,Party:.Yes VS Extruded Aluminum Vertical Sliding.Window"Non-Impact" 993.9 I.18000 R 3/32"Annealed Monolithic Glass with Nall Fin-(Nominal Overall Frame Size Max.40 x 63) ; Limits of Use Certiricatlon 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 OFRT:odP Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressurei+25.0/-25,.0. 03/23/2021 Others_See INST 999.9 for Installation instructions.(Note= Installation Instructions Glazing Shall comply with ASTM E1300=04) 'FL993 R16 II (a)inst 93.9.pdf Verified By:Lyndon F.Schmidt;P.E.43409 Created by Independent Third_Party:Yes Evaluation Reports FL993 R16 AE,(a Evai 493.9: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".i/8"Annealed Insulated'Giass with . Nail Fin(Overall Frame Size Max.46.25"x 84.0) Limits of Use - - - Certification Agency Certilficate Approved for use in HVHZ:No FL993 'R16 C CAC 993,b AAMA,Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date impact Resistants,No 03J23/2022 Design Pressure:N/A Installation Instructions Other.-See INST 99110 for installation instructions.(Note- FL993 .R16 11 (a)Inst 993,10.ndf Glazing Shall'comply with ASTM E1300-04) Verified By:Lyndon R Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.10 Ddr Created by Independent Third Party:Yes7 7- . 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 Nall Fin(Overall Frame Size Max,72,5" x 78.5) Limits of Use Certification Agency Certificate Approved for use In HVHZ:No F093 R16 C CAC (a)993.11 AAMA Cert(DP Pos 40 Neo Approved for use outside HVHZ:Yes 40,odf Impact Resistant:No FL993 R16 C CAC (a)993.11 AAMA Cert(DP Pos 40 Nea Design Pressure:N/A 50).odf Other:See INST 993.11 for installation Instructions.(Note_ Quality Assurance Contract Expiration Date Glazing Shall comply with ASTM E1300-04) 07/11/2022 Installation Instructions FL993 R16' II (a)Inst 993.11.Ddf Verified By:Lyndon F.Schmidt,RE:49409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.11.odf Created by Independent Thlyd Party:Yes 993.12 C 9730 SH Triple Extruded PVC Integral Mulled Triple Single Hung Tilt Window "Non-Impact"1/8"Annealed Insulated Glass with Nall 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 Pos 40 Nea Approved for use outside HVHZ:Yes 40).odf Impact Resistant:No F1,993'R16 C CAC (a)993.12 AAMA Cert(DP Pos 40 Nea 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)Inst 993.12.Ddf Verified By:Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R16 AE (a)Eval 993.12.Ddf Created by Independent Third Party:Yes 0 Contact Us::2601 Blalr Stone Road.Tallahassee FL 32399 Phone:850-497-IS24 The State of Florida Is an AA/EEO employer.Cocydoht 2007-2013 State of Florida:::Privacy Statement::Accessibility Statement::Re rut Statement Under Florida law,email addresses ere public records.if you do not want your e-mall address released in response to a public-records request,do not send electronic Mao to this entity.instead,contact the office by phone or by.traditional mall.If you have any questions,please contact 85d.487.1395.-Pursuant to Section. . 455.275(3);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 ofiidal 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'emall address which can be made available to the public.To determine If you area licensee under Chapter 455,FS.,please cock here. Product Approval Accepts: =.®RE.Rr,- E. Credit Card Safe w `tytrs t J� . �p - .31J6'MAX.OwEMSN WOTH. �`r'••' ••••• •� '•'� 35C1 CR G EAST 3,7.a�MATC.WWttlNtMiEWP:RH ELKHART,IN 45514 I}»— dig s SERIES 18000-R VS a ALUMINUM VERTICAL _ SLIDING WINDOW Q ' WJ-NAILING FIN / "NON-IMPACT' J 1 GENERAL NOTES .— ttdsprodudortchftday&Eihasbeendev6bpedIncomp➢an-%Ahthe6lhEdtlon J Cedif anon OAgerrryCetH➢catetorshex,spedfiealloraantlratkry4. .seethe i1 rL 2'Product and=stw0 be as feted and spaced as shown on deta➢s Anchor embedment to 1` bare material did be_beyondwoftheskv sw='foam W&andotherwvAcovesings. 3. Wood sarawssta➢be Waged folowbg6efatallonWnieTomofANsl/AF&PANDS2015.At " otherfadenartypes to be Waged following faslenermarMaetuoh W01110tiarl trshuetiore'. $n' A. FastemembedRent depths,edge dlstoncesandcenter-cm-ordidammshmbe as 1pecW,edbyewfastenetsmsrxAodLmbutlnnobeonoestwttNwybeiessihanftwnlnftds S. Where shine amLwd,they msutbe a'1lgidlsttl_t'motesid ttxst complesvdththe requirements of the F3('— & Po$ffW and negative design pressure reglhemants for Lee Win this drawing shoe be detemdnedby others for spedficjobsInaccordonce with the govem111966, 7. Mecand'ifions notcovered by this&owingoesubjeettotutherenpeednganah'sfs. TA6IE0FCONISM _.. . -_. - ..... ._ ----- OVERA OVERA4 :DESIGN PRESSURE{PSF) �021012 Soffit atScImm -_.-- _ 'FIN. -''FRAME - - N.T.S. _1- T dehmibn. rsuesA miss -- DIMENSION.; .DIMENSION, Posmw NEGkvm; 016 Sf mocs 2 Hahcmd3verW cars sections mmmo o mat ae - M m:, LFS a Her«udawan�daossteatonse+dglmsgaewa .'- aTasx6ter sDarx6om�+q0.0 40.0 ^now. 4 Durk Sfnxne - _ FL-9$3.8 °n f 1 �i I r R.iaernVOvnP AHBM•Faft ftWA{pwa1s1R9915liye Nm91C'Cr�6TN ED OD17VA999AA%7A i N 69�mO t)' my1�: o x x S ME 3 � O s lO n ozo NG�LICZ m l� 0p 0 z O z A. g s ,a e mxwL N N EMB.TYP. FMB.TTP. . Z N J F RDDUCh - Doam�x•PrTana �P 2 d 1 UPDATE 1 H ENo FERC NW 43409 15 UDTE K •.�y ... yj V CC y O-2 /i 7 12 REVISE ORAMtt1C JK PART-OR A'SMOM, .. BUDAINO CONSULTANIB.(NO. N 1 4 A 11 REVISE CO ADDRESS _ RW HORIZONTAL k VERDCAI.'CROSS. yy PA.Boa a]o.Vdit.FL M5.5 N BY SEMONS k 8FLL OF MATERM S Ph—N.:.013.959.9197 FDPE CA N..YD13 O aC�a O. Homo Cor.tul•whn mv. - - -- - . I - N R t Ntll,4+t10o. i Ep. A. I* =dC4W706241T.i; ' �{ F P �13_- ._,-, __ _ --' -- PR4DtK.T. •.--- �__. tlaamm�b lNm.e ax.•� � - , 3 N a 10 ! DPDAlE ro eiN Zot7 JK 4l77RGV SUDGYC NINDDW &P NoF �'im tom"•s J 2J 19 UPDAIE ro OM 64E4. 8414 F8c JK y Iw CC. y p 2 tt 12 RENSE'DRA RNG JK PARE OR ASSElIeLYf G/Jg1/A1U tD do C4NSta7uti3,e7C amass.. RW NDRRWdGL&YERliCAL CRDSS.1jj�i+Y P3 5-=o.V.Wrt FL asses . SEMM AND GWEJD DE(AIL Fgwfn No.t 41J.eeD.o107 F4PE CA'No•.0e1a O C4f a N.W.'®1NNINo CNN�YLTANT�IMO• - .- - ,. - "-- .._ 3SMAK _ ._ "_ ,�3SMA%. J� O.C.pp.] O.C.ITYP.) .......... m FRAME I - - :�•�,1 rrr �.� �o E1 TYP. 4 TIP. F. grr44 un °a' ZIMUCK F BUCK 'V FRAME Y MASONRY 4 MASONRY O p OPENING-\, OPENING ., .. -• '. I -- -"- I ffi yid B I t6 BUCK ANCHORING FRAME ANCHORING FRAME ANCHOR= Y 2X BUCK 2X MUD 2X FRAMING M BE DESIGNED BYTHE E NGINEER OR ARCHITECT o.r .g OF RECORD BASED ON WIND LOADS N R AND THE CLADDING BEING USED. E : :CONCREIEANCHOR NOTES: Ei i g 1.Cortcrele anchorbcattons at the comers maybe adjusted to mantain the min. edge distance to modorjolnts. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to �KIN maintain the min.edge distance to mortarjoints,additlonal concrete anchors may be mquted to ensure the MAX.ON CENTER'dunension are not exceeded. 3.Concrete anchor table: R ANCHOR'ANCHOR •-MIN.. MIN.CLEARANCE- MIN.'CLEARANCE g n ¢ 3 TYPE SIZE EMBEDMENT TO MASONRY l0 ADJACENT 'N EDGE. ANCHOR TAPCON® 1p' 1.1/P Y 4" sc¢n�NT.S'Z ELCO ® 1/4 1•lp' 1° ULTRACON 4" °.° dx- m' oc in JK g WOOD SCREW INSTALLATION NOTES: - ueww in I.Mainfaln a minlmum 5/8"edge distance.I"end distance;d l"o.c.Mucing of - 'FL-993.8 wood screws to prevent the spFUing of wood. om 4 s a ►i� Mom Professional Regu)2 1101 •, Bcis Home Lap In ( user RepistrdUon ( Hot Topics ( 'Submit Suichirge I ;fats a Faits ( publications'( Contact Us ( BCIS sloe'Map ( unis i,-ward, ' +:) :^ P,rodu�i:t approval USM.Nbiic User Pr06c(AODrOVai Menu>pMq=or Rcation Search>App)jration LM>Application Detail FL#. 1`1_12231-R4 Application Type Revision Code Vi!mlon : 2017 Application Status Approved Comments Archived i Product Manufacturer _ Style Crest Inc. Address/Phone/Email 600 Hagerty-Drive Fremont,OH 43420 (419)333-5835 lewis.pope@styiecrest.nek Authorized Signature' Lewis Pope lewls.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 lewis.pope@poly-foam.com Category Panel,Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect Ora Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Eric J.Tompos 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 III,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL12231 R4 COI EJT COI.p,& Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of product Standards Certified BY Florida Licensed Professional Enginr or-Archltect FL12231 R4 Eauiv STC062717-3ee2 E Uivalence of.Standards 2017-10- 06.ndf 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 DL5 Ccnflguratlons Rldgeview.Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FU2231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.Ddf Impact Resistant:No FL12231 R4 rI vinyl-Sidina-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.Ddf Created by Independent Third Party:Yes . 12231.2 ~i, Harbour Crest,Spiegel Grove, D4,DL4,DL4.5,D5,DL5 and T3:33 Configurations Addison Heights,and Sawmill Vinyl Siding Limits of Use Installation Instructions Approved foruse In HVHZ:No FL12231 R4 II Installation Instructions Attachment Details' -Approved for use outside HVHZ:Yes 2017-10-06,12df Impact Resistant:No FL12231 R4 II Vinyl-Sidina-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.odf Created by Independent Third Party:Yes 12231.3 Oak Hartior,Bristol Bay and Town D4,DL4,DL4.5,D5,DLS 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,Ddf Impact Resistant:No FL12231 R4 II Vinyl-Sid ina-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.Ddf Created by Independent Third Party:Yes 1-2231.4 Pro Pride DL4.5 6rifiguratlons, Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 114.11.Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.odf Impact Resistant:No FL12231 R4 Ii Vinvl-Sidina-Installation-Manual=2017.odf 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.Ddf 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 Detaflc Approved for use outside HVHZ:Yes 2017-10-06.Ddf Impact Resistant:No FL12231 R4 II Vinyl-Sidind-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 Instaliabon. FL12 31 R4 AE Evaluation Report STCII i11-8.2017-10- j Created b Inde ndent Third Pa Yes" -- Y Pe Party: 12231.6 Select Series Beaded Siding and Beaded 6.5 Configuration -- - - Leld ton Series Beaded Vinyl Siding _ Limits of Use - installation Instructions Approved for use in IMM No, FL12231-R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10=06.odf Impact Reatistaitt:No FL12231 R4 II Vinyl-Siding-installation-Manual-2017.pdf Design Pressure:+N/N-74. Verified By:ICC NTA,LLC Other:Design pressure varies based on the installation Created icy 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 Edaluation Repork STC111111-8 2017-10- 06.Ddf _- Created by independent Third Party:Yes 12231.7 Select Series.Board and Batten and ; Board and Batten Configuration Lexington Series Board and Batten l I Vinyl Siding 'Lir»its 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.odf l Impact Resistant:No FL12231•R4 II Vinyl-Siding-Installation-Manual-2 17.r)df Design Pressure:+N/A/-50 Verified BY:ICC NTA,LLC Other:Design pressure varies based on the Installation Created by Independent Third Party:Yes rrietftod:Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the Installation. FL12231"R4 AE Evaluation Report 5TC111111-8 2 17-10- 06.odf Created by.Independent Third Party:Yes 12231.8. Tlmbermill"„ _: 94,S7 Configuration. . Limits of Use.. - Installation Instructions: Approved for use In HVHZ:No . FL12231 R4"I1 Installation Instructions Attachment Details ApprovedlPor use outside HVHZ:Yes 2017-10-06.Ddf Impact Resistant ;No FLSZ231'R4 1] Vinyl-Sid In-Installation-Menual-2017.odf Deign Pressure._+N/A1-72 Verified By:ICC NTA,-LLC .Other.Design pressure varies based on the installation i :Created by Independent Third Party:Yes 'method.Please refer to the e'yaluation report for the proper Evaluation Reports design pressure based on the Installation. FL1223+1"R4 AE Evaluation Rgport SfC1I1111-8 201.7-10- 06,odf •Created,by Independent`third Party:Yes 12231.9 - " __Tirribermlil Log Cabin Panel Siding Cabin Boat{56;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.Ddf Impact Resistant:No FL12231 R4 II Vinvi-Siding-Installation-Manual-2017.pdf Design Pressure:+N/A/-100; ;' 'Verified By:ICC NTA,LLC "Other:Design pressure-varies based on the installation Created.by IndependentThird Party:Yes . method.Please refer to the eyafuatlon report for the proper 'Evatuation Reports design pressure based on the installation. FLI2231 R4 AE Emaluetipn Re04rt STC1 III 11-B 2017-10-• Created by Independent Third Party:Yes 12231:10 „ Timberrnill Vertical Siding D5 Configuration Limits of Use installation infstruetlons Approved for use In HVHZ:No FL12231" R4 II Installation instrurtionsAttachment Details Approved for use outside HVHZ:Yes 2017-10-06-odf Impact-Resistanb'No FL12231 114.II Vinyl-Sidi -Instaiiatlon=Menua!-2017.pdf Design Pressure:+N/A/757, Verified By:ICC NTA,LLC Other: 10"oc Into OSB sheathing Created by Independent Third Party:Yes Evaluation Reports FLi2231 R4 AE"�yaluatipn Report STCIII111-8 2017-10- - 06,pdf Created by Independent Third Party:Yes Contact Us::2601 Blair Stoma Road.Tallahassee FL 32399 Pho e*850-487-1024 The State of Florida Is an AA/EEO employer.Ctiavrioht 2007-2013 State of Florida:::wary Statement:;Am;ssibility Statement:_. Pond Statemaat Under Florida law,email addresses are public records.If you do not want your e-mail address released In,response to apubllrrecords request,do not send electronic 'mail to this,era ty.Instead,contact the office by'phone or by traditional mall.If.you Have any questions,please•contact 850,487.1395.*Pursuant to Section - 45S.275(S),Florida statutes,effadtiv,October 1,2012,licensees licensed under Chapter 455,AS.must provide the Department with an email address If they have one.The ema8s provided maybe used for of8dal 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 emalladdress which can be made available to the public.To determine if you area Ihnsee under Chapter 455,F.S.,"please dick here.• !Product Approvgl'Accapts: Credit Card Safe Installation Instructions: Attachment Details .Table 1:Ailovuabte Pressures''? . - -- Allowable Pressuretz:(pai) Product Name Profile Thickness -NattB Sta� Additional Product Names . a pies' In ( ) 16!oc 12"oc '8"oc 16.,oc 8"oc Pro Pride - DL4.5 0.038 76 - - is 144. T 9 16q - - - - 64 49 of,12"do into OSB DuraSpwi Proapan Premium D5 sheathing 0.040 (vertical application) Pioneer T4 37 psf,12"oc Into OSS -sheathing Fairfield Alpine Ridg9 or D4,DL4 g 044 120. — 170 78. -- - - Itldgevievv D5,DL5. 1 50 122 59 -- Sated Series ---- Beaded' ; - Lexington Series 0.044 74 Beaded Siding . . 6.5 Select Series Board. Lexington Series Board and: 0.048 50 — - 45 and Batten Board and Batten Batten Spiegel Drove or 04,OL4, - -- 108 . Harbour Crest Addison Helghts or DL4.5;,DS, 0.040 74 --- 174 1664 Savml•Ill DU,T3.33 !, _D4,DU 120 — :f 176 78 Bristol.Bay or Oak.Harbor 0.042 - Town Square - DUS,05, 59 -» 122 59 US _ - Cabin Timbermill Log Cabin Panel Board 0'042 .100 — (56,5) D4 100 — -- — — Timbermtll 0.042 -- - S7 - 72 132 - --Timbermill 57 psf,'10'od-into OSB - (vertical application).: - 05 0.042 — -- sheathing:. . 'Allowable pressure detemilned in accordance with ASTM D3679-11.Accordingly,allowable test pressures were calculated us'ing'the following equation:; DP=P/(0.36 x 1.5�,where Pr is the average static test pressure: x Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specified corrredors in the structural framing must be designed In accordance with accepted-engineering practice by a registered design professional. ''Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of histsitation. *Second value Is for Double Stapled it 16'oc. - j l l 1111 G E N.S.••;z0'S►' trca,Imm,306 Nt?aklandAv®' ti '• � i Nappanee,lndlana.46660 �► : i Englneerfag COA No.SM .`. *. No 63511 :*: nbsedown u,ae,nara.odrlodaeromenrienaw.aneaeam . �: • _ • r •p•tlSWYpmvWm aenln.7fino Eoaniint.Wil mtU•pmau•tl N•iry'r . • - • way to•peft aNyrdesip airy au tw apkis of &V rmtcmt&W Z....•• y w/ h•n§4 Sp•ct1MaE•dynad"ta sre EtwdooHbmlMomti6um pmhkd by . �. _ 7c ,"a- •i�il.= aia dbasiWmratt+evetModaMeAav"dtriau 6alHharNa. . ' r' ..d ' -i•"+w- ��MA nc.hrrot,e�ymrIDM krteDticeUan a'm•a,'m.tt@b. . . .apM•dtMlaena dowmtmb tuwl,aa,indfi•d,wbOtlaA•d or•m,M • + burry w•y,mntae Nr0.,lnc et(st4177a7ers to•hYein•tie aCY. ST E OF' - �,fi`• 10109117 IONA L.Iti��t� 1. 1.:The product illustrated satisfies the requirements for the Florlda 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 OSS)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 . required by the Building Code: 6. Wood framing installations are assumed to be 2X S=P-F(G=OA2)or denser.-For Installation Into wood framing use 1-112"long 11 Gauge roofing nails or 7/1.6°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 w "" ; 7. Corrosive resistant fasteners shall 6e used. .`�Q��a E ti a'• - M0.�a soeNO.mmdAv. NWT.N Il 45S30 '♦ 'r .Enpin.aliq OOA NO.am *i NO 0511 . :, .,. ': !PumE'M.+�EN'MwCooewlllNeolbmnFir011�q _ ..IY.�l.aN/aYW el�l�!rIC�M�L\mtufirE . - _ - .` .— •._-_ MtY.ry nyMvrlMrtli7..bErbwirgelYlMN , 1.�RJ{{; Y�YA IRA khrrngaMbYYkroo>.do.l.Y .. _ _ af..,WMI.Ymmre.nr..v�.a.mraar..e .�.r - '--•-8 EOF" - Y�Yer.mrartrAtcei�O7rYmsYrori.M.mDY. . •101G9H7 O R 1 O a(9�♦` Wall Width B sm wm nvi" tppp FR�et�; t5` 15'OC /le•StFwn�+o. — - QFtttloCD oR�)' WAI•Height -ai06 m ma. VSflf.$VM _ F . . i - . . FASTENERS. (SEE NOTE 5'! . - _ diNlt an iiKiE i) • - NTA,Me.:205NOkUndAve B . 'u8ppmee.Indlme 4aw 111►flllllftlff�� 7r+..ewn:nw.wiwdtimibM..rwv:.ab.�gwir •., , w++sbaa�l.a.tnw.mmMa�ame.msu.Ck_• - Q .wrb�ari,a ri:a•gnw.wmaawu+aK.mo�w SE=N 8-8 ' ��`,C'•G E"lY• ��JAi� nnb.n+de.ewnearw�a.�errm.'"m"e'°awwaa. , if �;;• HotS3S11 � �mbrlNnlbs�0f11)7J11gOba[Wn•rmpy. . � - • REVEsrola r 1i'.- .mom ----- — - - ..r '-777777— 'VIM SIDING w'.: cttah . ffffNllllllllt b Architectural Testing TEST REPORT Report No.: F6892.02-401-44 Rendered to: CORDELL INTERNATIONAL Ocala, Florida PRODUCT TYPE: Side Hinged Door SERIES/MODEL: Series 200 Steel 6-Panel Outswing Door Title Summary of Results Design Pressure ±1197 Pa(t25.00 psf) Air Infiltration Water Penetration Resistance Test Pressure Uniform Load Structural Test_Pressure _.±1795 Pa(t37.50 psf) Reference must be made to Report No. F6892.02-401-44, dated 06/27/16 for complete test specimen description and detailed test results. 2250 Massaro Boulevard vvww,archtest.com www.intertek.com/building p• 813.628.4300 Tampa, FL 33619 f. 717,764.4129 a _ - Test Report No.: F6892.02-401-44 Report Date: 06/27/16 Aahit.etvrat resting Page 2 Of 8 . 1.0. Report Issued To: Cordell International .5371 SE Maricamp Road . Ocala;.Florida 34480 2.0, Test Laboratory: Architectu ra 1.Testing, Inc.,an Intertek company("Intertek-ATI") . 2250 Massaro'Boulevard Tampa, Florida.33618 1-813-628-4300 3.0 Project Summary: 3.1 Product Type: Side Hinged Door 3.2 Series/Model: Series 200 Steel 6-Panel Outswing Door 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test.method(s). Test specimen description and results,are reported fi6rein. 3.4 Test Date(s): 03/02/16 3.5 Test Record Retention End Date: All test records for this report will be retained until March 2, 2020. . 3.6. .Test Location: Intertek-ATI test facility in Tampa;Florida. 3.7 Test Specimen Source: The test specimen was.provided by the client. Representative. samples of the test specimen will be retained by Intertek-ATI,for a minimum of four years from the test completion date. 3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI and are representative of the test specimen reported herein. Test specimen construction was verified by Intertek-ATI per the.drawings.located in Appendix C. Any deviations are documented herein or on the drawings. www.archtest.com www.intertek.com/buil.ding Test Report No.: F6892.02-401-44 Report Date: 06/27/16 Architectural Usting 11 Page 3 of 8 3.9 Ust of Official Observers: Name Company Kyle Cordell Cordell International Jack R. Hook Intertek-ATI Gerald M. Middleton Intertek-ATI Wilferson Simbert Intertek-ATI 4.0 Test Method(s): ASTM E283-04 (2012), Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen ASTM E330/E330M-14, Test Method for Structural Performance of Exterior Windows, Doors,Skylights and Curtain Walls by Uniform Static Air Pressure Difference ASTM E547-00 (2009), Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference www.archtest-com www.intertek.com/building �. Test Report No.: F6892.02-401-44 ' ,. Report Date: 06/27/16 . . Architectnr:l Teatlno Page 4 of 8 S.0 Test Specimen Description: S.1 Product Sizes: Overall Area: -Width Height 1.8 m2(19.7 ftz) millimeters. inches millimeters" - Overall size 902 35-1/2 Overall size 902 - - Panel Size 910 35-13/16 Panel Size 910 S.2 Frame Construction: Frame Member Material Description Head/.Iambs/Sill Steel 19 gauge thickness.All steel was painted white, Joinery Type Detail All corners Welded Frame profiles were miter cut and welded. ' Corners at sill were sealed with silicone. 5.3 Panel Construction: Pane!Member .. Material Description Stiles/Rails LVL 1-5/16 wide by 2-1/32"high by Lock Bore Block Spruce 3-1/2"wide by 11-3/4" high by 1-5/16"thick Core Foam Urethane Skin Steel 25 gauge thickness w/vinyl coating Joinery Type Detail LVLs were square cut and butted, then fastened All corners Mechanical together using 4 staples on each side of corner, total of 8 fasteners per corner. Staples were 22 gauge,0.045 width,7/16"crown by 7/16"long. www.archtest.com . www.intertek.com/building �y Test Report No.: F6892.0240144 f" Report Date: 06/27/16 Arehltectural Testlnp Page 5 of 8 5.0 Test Specimen Description: (Continued) 5.4 Reinforcement: No reinforcement was utilized. S.5 Weather stripping: Description Quantity Location 1/2 wide by 1/4" high adhesive'. . backed closed cell foam tape with 1 row at frame perimeter and 1 row at . polyester liner on the non-- 2 Rows door panel flange perimeter adhesive side 5.6 Glazing: No glazing was utilized. 5.7 Drainage: No drainage was utilized. 5.8 Hardware: Description Quantity Location 711 26-3/4", 52-1/2" and 72" on center when measured, 3" Butt Hinges 4 from frame head. Silicone was used to seal around the hinges and hinge pin. Strike Plates 2 One at lock location and one at deadbolt location on frame. Silicone was used to seal plates in the rough opening. Deadbolt 1 5-1/4"on center above entry knob Entry Knob 1 35-3/4"on center from bottom rail on panel 5.9 Screen Construction: No screen was utilized. 6.0 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/4"shim space. The exterior perimeter of the window was sealed with silicone. Location Anchor_Description Anchor Location Head/Sill #10 x 2" HWH sheet metal screw 4" from corners and 8" on center thereafter _ Jambs #10 x 2" HWH sheet metal screw 2" from corners and 8" on center thereafter www.archtest.com www.intertek.com/building Test Report No.: F6892.02-401-44 Report Date: 06/27/16 Architectural Testing Page 6 of 8 7.0 Test Results: The temperature during testing was 260C(79eF). The results are tabulated as follows: Title of Test Results Allowed Note Air Leakage, - - per ASTM E283 0.1 L/s/mZ 5.0 L/s/m2 at 75 Pa (1.57 psf) (0.02 cfm/ft2) (1.0 cfm/ft2)max. Water Penetration, per ASTM E 547 at 000 Pa(0.00 psf) Pass No leakage 1 Uniform Load Deflection, per ASTM E330 Deflections taken at lock stile +1197,Pa (+25.00 psf) 1.8 mm (0.07") -1197 Pa (-25.00 psf) 1.0 mm (0.04") Report Only 2, 3 Uniform Load Deflection, per ASTM E330 Deflections taken at hinge stile +1197 Pa (+25.00 psf) 0.8 mm (0.03") -1197 Pa (-25.00 psf) 1.0 mm (0.04") Report Only 2,3 Uniform Load Structural, per ASTM E330 Permanent sets taken at lock stile +1795 Pa (+37.50 psf) 0.3 mm(0.01") -1795 Pa (-37.50 psf) 0.3 mm(0,01") Report Only 2,3 Uniform Load Structural, per ASTM E330 Permanent sets taken at hinge stile +1795 Pa(+37.50 psf) 0.3 mm(0.01") -1795 Pa(-37.50 psf) 0.3 mm(0.01") Report Only 2, 3 General Note: All testing was performed in accordance with the referenced standard(s). Note 1: Without insect screen. Note 2: Loads were held for 10 seconds. Note 3: Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. wvvw.archtest.com . www.intertek.corNbuilding A Test Report No.: F6892.02-401-44 � Report Date: 05/27/16 Architectural Testing Page 7 of 8 Intertek-ATI will service this report for the entire test record retention period. Test records such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation, will be retained by Intertek-ATI for the entire test record retention period. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Intertek-ATI. For ARCHITECTURAL TESTING, INC.: Wow, 4u&*-kmA91,1w aDR+b�i�d6Y.bckRFiooit Dl9Rally&pned for ftr. dMiddletonbyNanryPedersen Jack R. Hook Gerald M. Middleton Technician Team Lead Regional Manager JRH:GMM/nep Attachments(pages): This report is complete only when all attachments listed are included. Appendix A: Location of air seal(1) Appendix B: Photograph(s)(1) Appendix Q Drawings(6) www.archtest.com www.intertek.com/building k Test Report No.: F6892.02-40144 • Report Date: 06/27/16 Architecturai Testing Page 8 of 8 Revision Log Rev.# Date Page(s) Revision( 0 06/27/16 N/A Original report issue This report produced from controlled document template ATI 0047,9,revised 06/19/15. www.archtest.com . www.intertek.com/building Test Report No.: F6892.02-401-" Intertek !' Report Date: 06/27/16 L Architectural Testing Appendix A Location of Air Seal: The air seal between the test specimen and the test wall is detailed below. The sea[ is made of foam weather stripping and is attached to the edge of the test specimen buck. The test specimen buck is placed against the test wall and clamped in place, compressing the weather stripping and creating a seal. Air seal between test buck and test wall (typically foam weatherstripping) Test Specimen Buck Test Wall Air seal between test specimen and test buck(typically silicone) Test Specimen www.archtest.com www.intertek.com/building Test Report No.: F6892.02-401-44 i Report Date: 06/27/16 Archtceeeu rel lee cin¢ Appendix B Photographs f Photo No.1 Overall View of Test Specimen from Exterior www.archtest.com . www.intertek.com/building . Test Report No.: F6892.02-401-44 Report Date: 06/27/16 _ Archttecturat 7esttno Appendix C Drawings www.archtest.com wwwJntertek.comtbuilding t Report#: Date: 6/23/2 F6 06/23/2 O01 6 6 �—-_- -- ---------- -- Verified by: I r' Al 009 t rr rr It ,t r \ li Ii \ �� II 1- 11 �I Ir I 1i( it .r i{ 7 i t Ir � la i I I :r l 1; rl k------------------------_-�; 2 E-107 1/4'x 1/2'Polether Gr Tape As Req. 1 Series 200 Door 36 x 8013+t MH Door,Core,6 Panel,%fts 1 Item# Part Number Description 200.36x80/Qty Confidentiality_ Dimensions Marked C--) are Critical to the Porper Drawn: MLC Approved: KPC This dmwkgIsthe property ofcordell functlonofpart/assemby 1 Tolerances: IMematmnal,Incnshan not be Date 2•i2.216 Date; 2/12/2016 urslessNotedDeetmal dupeatedorhansmhedin=nar Material: Scale:1A Do Not Scale print wahour consent,This confidential A dawk-,p allordybeusedwith �.. 'Y Cordell lntematidnal,Inc M t.06 reference to work under contract or See Decalk `•� Ocala,FL J00i 1 proposalssubruttteatry,Cordeff Descdtlon: Fractional 13/16 International,Inc.Please refer questkxu Firdsh: DoorSub.Assy,9L#e as to the current effectiveness of this print toeordeMktRrn2h :Ergneering N/A Part# 200.36409L Argulari Department Report#: F6892.02-401-44 �y Date: 06/23/2016 Verified by: .- �R�� -r+- �. I --- i I 1 i I` 1 1 � � 1 i 1 _ 1 1 1 I 1 I ' ' 1 I I I• i _ I_to W STttiL bAtcq GCV[NED6'JiN uy_-�____ --_-- ._.»�_v ----------------- - SOEC OORi e�SGfi I � I Series 20D Door 36 tc 8D9t- MN Door,fore,6 Panel,041er _- Item# 1.1 Part Number Desorption -- Dimensions Marked are critical to the Porper function of part Drawrr MLC Approved: KPc Confidentiality = /assembly - This driVAr.9atMPropertyorCordell Date 2.12-216 Date: 2/17/2016 2 TOlerance5: Intematiomtl,Inc.it shall nor be unless Noted- du0k red ortm=mRted in 0n manner Material: Scale:LA Do NotScale Print Decimal without comeltt,Tha;confidential _ - Inc •x s drdwtrgsslmllonybelaedwah ; CordeOlnternatlonall, Ocala,Fl. YX 1.06 relemxetawork lrlderc«nraa or See Details - .)=t.30 vmPONISSubmlttedbyCcudell _ -DescrWon: - - - - -- Fractionalt Internarional,W-Pieaurererquestlons Finish: - DoorSub.Ass.04ite Angulert asto the wrtentdiecnvenessotthtt N/A Para/ 200-361i8091. Print to Cordell Imerratioml Fngilleerire OepaMlent Report##: F6892.02-402-44 Date: 06/23/2016 Verified by:. _j��.4Af r�i so Ty - � 9--ai TYP 2.oD 0.,THRU ' - - t 250J , TYP A—j �45. TYR"" i. .SOD —.450 1 (2-I) .SaD I t 7YP, .C30 1 .31, TYt'. �.eBD TYP42i 7.376� DETAFL 6CALE th:t Confidentiality Dimensions Marked rJ are Critical to the Parper function of part Drawm MLC Approved: KPC Thisdrawirtg Bthe propertyof Cordell /assembly - - 3 tolerances: hv-ItsWnotbe Date 2-12-u6 Date: ]J12/2016 International Unless Noted duplicated ortransmtttedinanmanner Material: Stale:1.4 Do Not ScalePrirrt Decimal without conseM,Thic confctential x: fs drawlogs shag only be used with Cordell International,Inc .XIf 1.06 reference to work under contra or 20 Ga.(.036"Normal) ® Ocala,FL .)M1.30 proposals swmidedbyrorde0 Cold RoliedSteel Descri_tion: " Fractlonal31132 International,Incpknerdapuestlons Finish: MtR Frame Too Bottom Rail.Feb. - Angulart astothe current eftecoenessofthis - pAnttoCordellrmerrutrurel& meering Departtrent 003 N/A Partq 16x80+1E Report# F6892.02-401-44 Ak Date- 06/23/2016 Verified by: 260 Ty?. , 0!THRu.Y ~ .. 000 TYP. ---1 §So�, .. _ .5.00 ^f --- __-__- -_-- ____ ~ - - - - - - _- - - -' --------------- - - --- ---- ------ ---- -- -- - TYP.— BOTH ENDS YP(t) , TYPY.i4 ,So - . i � r•SOO (2.03) T H.YP.;0"0 - ,70-', .310 TYP. .090RP(2) CALF. A f.376—� SAIF,: 1 Series 200 Door 36 x 809.E MH Door,Core,6 Panel,9+lb-- Rem# Part Number Description , Dimensions Marked are Critical to the Porper function of Part'; - _ Confidentialityorawnc Mtt Approved:_ icPc 4 Tolerances: This dwaft Is Ow property of eorM /a m�Y Date 2-12-216 Date: 2112AM Irdernadonal,Inch shall rot be - _Unless Noted dupscatedortransmIttedInanounnrr Material: Scale:1:4 Do Not Scale Print Dedmal wlthoutconsem,ThkmnBM:ntlal ' X! drawirts shall o*be used with (-', ,F Cordell International,Inc Xx 1.06 reference to work under contractor 20 Ga.(.036"Normal) - - Oeala,FL d9ot t.30 Propoub submhted by cansell Cold Rolled Steel -Descritionf - - -- - -- Fractional j Ip2 international,Inc.Plsuereterquesdofs Finish: M .Frdrne H' a Rail;Feb anfutort as to the current effeahenessofth8 N/A Part#- ZOD-36x80DL prtad to Cordell Inwrrinonal En&ag1n8 Deparrmem lElE"�t: Qd V/N wauRledap �;3?itlrAV;leuoilawawlllap/0�al pRd slgyla ssauaultyla laauno aw of se x J%nYuy (g45luld suopsan6lap,asvald 7U!'(4uglewalu( 9TRiIIY»d :UO¢(1�Saa 1p pw3 A9 palrusgnsslesodod snelaQ aas m 7le/waoj2lxm 41am 01 awma)a 90';%x l x 3u(I-oneu+awl ppjo) l •,5 "—pare aq fluo'new rftrAe1P la{wap'.luoosmlivasuoalnequat (awt»0 luuda[�SioPloti g:L1aIa�S 1(ella;eyy Jauuawueulpaluwsuanrapal +P PION ss Un 9LOZ/ZT/Z oalea 9IZ$LZ area aqumnegsllwl9euopewom :9a3Ua1a�Oj S rUgwasse/ uwx*joAUadad was+BupnGps1g1 30 :paamddv 31W mmela lied jo uop}un;ladlod ayl of le3ppJ 8Je ss Pa4mW suolsuau4a AvjeA-P30o3 uopduma jagwnN IN llulaN Z V9 Pau galeT awe:j 31W 1 We 9E*TZUOZ L Z 'qei tla8 w=o8 of awBl j alW 0&19E-ZZ-oOZ Z L IleU a uIN meadlaVY IOBx9E 80I OOZ E I se�ec l f � f I � ! Y'Yl,U,23as se+0"01, a•, a ? T 'Aq paean 9i0Z/EZ/90 :a�2q A�, - 4frLOh t0'Z689� :##7jodaH I Report#: F6892.02-401.44 Date: 06/23/2016 - Verified by: 2�•�jj�3��r J TYA lie / l ISO kraal fimrol 5 Washer.Flat Nylon;OD.310xID.160x.062THK 4 2W Hin e-Leaf 200 Door Hinge Leaf - -4-- 3 200 Hln •Pin 200 Door Htn e'Plo 4 2 200•Hln -Bracket 200 Door Hlnl a Bra 4 - 1 20D•20.36 x 80---" Mtsf.frame Hide Rail Fab. - -1 PartNumber' -- Description Confidentiality Dimensions Marked "�,are Critical to the Porper function of part . Drawn:- _ MLC Approved: % -_ KPC - mti drawktg is tlxi propecryaf Cordes /assembly pate 212-216 Date; 2/12/2016 6 ToleranW- S: IrnerrtBuMLlnc.Itsh2:InVtbe .. - - - --- - - - -- - Onless Noted duplkatedortra[tsmittedlnanmantser Material: - - - - Scale:laS DO Not Scale Print Decimal without conserd,This confidential --- A 2 draurings shall ontybe used with IN.-VIA- Cordell lrttetrtational,Inc' jot:t Z5 reference to work umlercontrart or See Detalts Ocala,FL jxx:t proposals submitted byCardetl - - - Desaftlon: -' Fractional t 7/16 International•Inc.Please tiler ti��' Finish: M :Frame HingeAss Ball L Angubrs as tat"c em.effectl nessofthis pdnt to Cordell International Ettxeree irk N/A Part 0 2 Department 00361tBD8t• + AAMA (Vaodetor/OlmationsAdnr>lnisrs W) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Cordell Intemafiorral 6371 SE Markamp Rd. Ocala,FL 34480 Attn: Kyle Cordell This authorization is based on the successful completion of tests,and the reporting to the AAMA Valiidator of the results of the teats by an AAMA Accredited Laboratory.The product infommUon below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION AAMA 17OL246 RECORD OF PRODUCT TESTED AAMA 1702.242 HUD 3280.306(c)d38 psf COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Cordell International 200 OUTSVANG DOOR ERAMF LEAF Code:910 16T02 (STNSTC)(XHOS) 36 36"X BV X 1-3/6" This Certification will expire NIA and requires validation until then by continued Rating In the current AAMA Certified Products Directory. Product Tested and Reported by: Irrfertek,ATI Report No.: F6892.01-401-44 Date of Report: June 13,2016(Revised July 11 and August 10,2016) Evaluated for Certification: August 18,2016 ors� he v tadLdboratones,Inc. Authorized for Certification: August 18,2016 JGSlJTS Df=" ACP-04 (Rev.6116) ArnericakkchbcturalManufacturersAssociation 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 5. SCREENING MATERIAL SHALL BE 18X14X0.013 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 RESIDENTIAL AND EXISTING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 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 MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT 3. 3000 PSI FIBERMESH(3/4'PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) 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 IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THATw 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT ® TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE s 0 RE QUIRED 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 a * 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 o V i ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. o � • lZ O e ..,.KSOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 As � Isi ®� 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,OR BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PR0 ��1 f EAL 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS ee FOLLOWING: G-185. CARPORT, 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 OTHER WISE. AIR ENTRAINING+/-1%-ASTM C 260. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH FLORIDA LICENSE NUMBER:53608 WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: NOMINAL DESIGN WIND SPEED Vasd: 110 MPH CLEAN POTABLE WATER. 2. RISK CATEGORY: I Thomas L. Hanson P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 119 ASTM E 1300 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 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 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 CARPORT(OPEN STRUCTURE):0.0 Myron Max Neal 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C15O 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 P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 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 LI Erik Stuart P.E. i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD 6TH EDITION 7. SOLID ROOF TYPE: 3"X12"ALUM.PANS,FL 16952 OR E(�UIV. 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. tInc. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL 6272 Abbott Station Drive Unit 101 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR Zephyrhills,fl.33542 HEIGHT. 3. EON--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 Email:erb@fbcplans.com Website:www.fbcplans.com 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: g MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED HOLLOW SECTIONS ALL WORK SHALL COMPLY WITH Pk VA W.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 2:---------------------------------------2"x 2"X 0.044" CODES FLORIDA BUILDING CODE, DATE: 12/05/2020 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 3 x 2:---------------------------------------3"x 2"x 0.050" NATIONAL ELECTRIC CODE,0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2x3:---------------------------------------2"x 3"x 0.050" 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OFANY DISCREPANCIES BETWEEN 2 x 3:---------------------------------------2"X 3"x 0.070" AND THE CITY OF ZEPHYRHILLS DRAWN BY: DENNIS W. DUNN SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONDITIONS. 2 x 4:---------------------------------------2"x 4"x 0.050" ORDINANCES 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 DEC 2 INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASEDREVIEW DATE 2020 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" - ALUMINUM). MANUFACTURER 1 x 3:----------------------------------------1" X 3"X 0.045" CITY OF ZEPHYRHI RO 3 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA PLAN EXAMINER / PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD SNAP SECTIONS RO 4 SEPARATION. ENGINEERING PRACTICES. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2 x 2 Snap:----------------------------------2" 2"x 0.045" JOB# 20_1201_003 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: 2 x 3 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] CARIERA SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENTA SEPARATE 4TH WALL SUPPORT 2 x 4 SMB:---------------------- 2"X 4"x 0.044' X 0.100" GRAND HORIZON: LOT 1 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" 37756 NEUKOM 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 D.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 HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENGINEERS TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE . HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND C 6TH EDITION RESIDENTIAL AND EXISTIN BUILDING 52 Em�.�re •m • .da',a� 608 • PROPOSED FACTORY F • �� e CONCRETE LANDING /� AND STEPS W/RAILING PORCH 9° • �7�'TF,QF ;a! � E 4 r�$ISF'fL�mi Y.gQf•• l� MANUFACTURED HOME ii. I �,. ENGINEE}� . 0RD N David W. Smith P,E. PROPOSED FLORIDA LICENSE NUMBER:53608 21'-6"X 4'X 4" CONCRETE WALK Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal PROPOSED-1FLORIDA LICENSE NUMBER:86663 CONCRETE LANDING 4' AND STEPS W/RAILING Joel Falardeau P.E. • d i 9 FLORIDA LICENSE NUMBER:70667 - I ] 1 4 d � Erik Stuart P E a < 1 FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering .. . . � •• : .4' .;. 4: , d . A,' .y ... ,'. . ,. °� d� Services Inc. d :. a', d• 4 6272 Abbott Station Drive Unit 101 a. d ' I•. Zephyrhills,t1.33542 4. ' a'e Phone:(813)788-5314 ° n i ..,. . d .; . .4 '.1: 824-7894 ° Fax 1(866) ° s — . —° — — -------7 Email:erb@fbcplans.com —d, ---- -- — r - ` — . Website:www.fbcplans.com C.O.A.-#29054 30'-4" 42'-8" 8' DATE: 12/05/2020 PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED DRAWN BY: DENNIS W. DUNN 6"CONCRETE SLAB 4"CONCRETE SLAB 4"CONCRETE SLAB LINE OF SHED 4"CONCRETE SLAB FOR DRIVEWAY FOR DRIVEWAY W/8"X8"FOOTER W/12"X12"FOOTER REVISION: DATE: FOR CARPORT FOR SHED RO 1 FOUNDATION PLAN R02 R03 R0 4 JOB# 20_1201_003 v GRADE 2"ABOVE ADJACENT SLABS JOB NAME &ADDRESS: [ri7IiIil , v CARIERA ETE _ GRAND HORIZON: LOT 1 BELOW CONCR GRADE .::-.:- 37756 NEUKOM AVENUE 8„ 12" ZEPHYRHILLS, FL 33541 (1)#5 REBAR CONTINUOUS, (2)#5 REBAR CONTINUOUS,-" CONTRACTOR: 25"MIN.OVERLAP ALL JOINTS, 25"MIN.OVERLAP ALL JOINTS, ON 3"HIGH CHAIRS ON 3"HIGH CHAIRS B&H CONSTRUCTION CARPORT FOOTER SHED FOOTER PLANS AND ELEVATIONS 1 OF 2 I HEREBY CERTIFY THAT I HAVE REVIEWED 52' THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL AND EXISTING BUILDING '' ' 31 L2ITF, esm �p sq! p o A FACTORY PORCH e I__ - ___ J % z4 s e °4r s� )� SIS l I AiS w ENGINEEI ' RD o 1- Ei David W. Smith P.E. 0 U FLORIDA LICENSE NUMBER:53608 o Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 SHED SHALL NOT BLOCK EGRESS Myron Max Neal MFG.HOST BEAM FLORIDA LICENSE NUMBER:86663 PROPOSED PROPOSED I Joel Falardeau P.E. CARPORT SHED FLORIDA LICENSE NUMBER:70667 m m m in PROPOSED ih I 2X6 SMB Vi 2X6 SMB (0 2X6 SMB CD 2X6 SMB 2X6 SMB I Erik Stuart P.E. DRIVEWAY N N N cX.i FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering o90 000 000 090 Services,Inc. 3+ �+ 2X6 SMB 3 3 24X27 6272 Abbott Station Drive Unit 101 Zephyrhills,11.33542 _ _ 4. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Phone:(813)788-5314 10-8" 10-8" 10'-8" 10'-8" Fax:1-(866)-824-7894 Email:erb@fbcplans.com 30'-4" 42'-8" 8' Website:www.tbcplans.com C.O.A.-#29054 PROPOSED PROPOSED 3"X.024"ALUM.RISER PAN PLAN VIEW P.T.2X4 WOOD FRAME DATE: 12/05/2020 ROOF FL 16952 OR EQUIV. SHED W/VINYL SIDING DRAWN BY: DENNIS W. DUNN PROPOSED PROPOSED 3"X.024"ALUM.RISER PAN P.T.2X4 WOOD FRAME REVISION: DATE: ROOF FL 16952 OR EQUIV. SHED WI VINYL SIDING RD 1 R02 2X6 SMB R03 2I I 1111 11111 IIII RO 4 _ J -------- -------- 2X6 SMB ----------------------------_------- J B# 201201003 MFD. - - - - -_ m m m m MED. HOME ____ - L - o o PROPOSED o PROPOSED HOME 10B NAME &ADDRESS: _____PROPOSED_____ SHED o CARIERA X --_-- --=--�K, IC== == �, GRAND HORIZON: LOT 1 ------ -----�I �.• IC ii 111111----- PROPOSED 37756 NEUKOM AVENUE - - �L� ' It - SHED DRIVEWAY ZEPHYRHILLS, FL 33541 ----------- 13' CONCRETE SLAB 4"CONCRETE SLA W/8"X8"FOOTER 4"CONCRETE SLAB Li CONTRACTOR: 10'-8" 10'-8" 10'-8" 10'-8" W/12"X12"FOOTER I^ 13' B&H CONSTRUCTION FRONT ELEVATION 30'x" 42-8" 8' REAR ELEVATION CARPORT W/SHED AND STEPS BEYOND SIDE ELEVATION SHED PLANS AND ELEVATIONS 2OF2 6"MIN. RECOMMEND ALUMINUM FLASHING S.M.B.DEPTH S.M.B.WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED 'H" WALL "T" SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN INSTALLED BELOW DRIP EDGE TO N COMPLIANCE WITH ASCE 7-10 AND FBC 6TH HOST BEAM.CAULK ALL SEAMS. 4" .045" .06" (2)3/8"BOLTS,NUTS,WASHERS 1,720 LBS EDITION RESIDENTIAL AND EXISTING 5" .050" .06" 2 3/8"BOLTS,NUTS,WASHERS 2,550 LBS BUILDING (1)#10 X 3/4"TEK SCREW AND 1"H 6" .050" .06" (3)3/8"BOLTS,NUTS,WASHERS 2,550 LBS EXI$TIN '�- NEOPRENE WASHER AT EACH RIB 7" .055" .06" (3)3/8"BOLTS,NUTS,WASHERS 3,500 LBS _ G ROOF ` 7" .055" .09" (3)3/8"BOLTS,NUTS,WASHERS 3600 LBS +yA b�asav°ee ---__-----��/ ALUMINUM FLASHING ATTACHED 7" .055" .125" (3)3/8"BOLTS,NUTS,WASHERS 4,500 LBSese� X W/#8 X 3/4"TEK SCREW AND 10 8" .072" .06" (4)3/8"BOLTS,NUTS,WASHERS 5,500 LBS �a " Fe NEOPRENE WASHER AT EACH RIB 8" .072" .09" (4)318"BOLTS,NUTS,WASHERS 7,000 LBS �� a 00 g" .072" .125" 4 3/B"BOLTS,NUTS,WASHERS 7-000 LBS 4 Z 9" .072" .06" (4)3/8"BOLTS,NUTS,WASHERS 7 000 LBS ci o Al - ALUMINUM RISER PAN ROOF " .072" .09" (4)3/8"BOLTS,NUTS,WASHERS 8,900 LBS I 9" 082" 125" 4)3/8"BOLTS,NUTS,WASHERS 9.500 LBS , s 0 10" .092 .125" (4)3/8"BOLTS,NUTS,WASHERS 11.000LBS s o NOTE:OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER HOST BEAM 2X SMB PER LAN SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED ' PROFfAfW6 f V1jI�IbLtR SEAL I LU o ATTACH PANS TO 0.060"MIN.HEADER ENGINEER OF RECORD CHANNEL W/(4)#10 X 3/4"TEK SCREW #10 X 3/4"TEK SCREW AND 0 PER PAN AT BACK OF PAN David W. Smith P.E. 1-1/40 NEOPRENE WASHER FASTEN 0.060"MIN.HEADER CHANNEL TO HOST 4 PER PAN AT ALL BEAMS FLORIDA LICENSE NUMBER:53608 BEAM WITH 1/4"0 X 2-1/2"LAG SCREW AT 24"O.C., AND 8"O.C.AT RAKE LI Thomas L. Hanson P.E. 2 ROWS STAGGERED.STRIP SEALANT ALUMINUM RISER BETWEEN FASCIA AND HEADER CHANNEL PAN ROOF FLORIDA LICENSE NUMBER:38654 FASTEN RECEIVING CHANNEL TO HOST BEAM OR Myron Max Neal STRUCTURAL WALL MEMBER(2 STUDS MIN.)WITH 1/4"X 2"LAG SCREW,1 SCREW PER 2 INCHES OF e FLORIDA LICENSE NUMBER:86663 BEAM HEIGHT • 2X SMB PER PLAN FASTEN BEAM TO RECEIVING CHANNEL Li Joel Falardeau P.E. W/#10 X 3/4"TEK SCREW,1 SCREW PER INCH (N)3/8"THRU BOLTS,WASHERS, FLORIDA LICENSE NUMBER:70667 OF BEAM HEIGHT STAGGERED,BOTH SIDES AND NUTS,CORROSION RESISTANT, RISER PAN ROOF AND BEAM TYPICAL(SEE CHART) Erik Stuart P.E. CONNECTION TO MFG HOST BEAM ALUMINUM POST/COLUMN PER PLAN FLORIDA LICENSE NUMBER:77605 ALUMINUM PAN ROOF, POST AND BEAM CONNECTION FBC Plans&Engineering FASTEN SMB TO RECEIVING FASTEN RECEIVING CHANNEL Services, Inc. CHANNEL W/#10 X 3/4"TEK SCREW TO SMB W/#10 X 3/4"TEK SCREW 1-1/2"X 2-1/8"X 1-1/2"X 0.062" 6272 Abbott Station Drive Unit 1D1 (1 PER INCH OF BEAM HEIGHT) (1 SCREW/INCH OF BEAM HEIGHT) INTERNAL OR EXTERNAL Zephyrhills,fl.33542 STAGGERED,BOTH SIDES STAGGERED,BOTH SIDES RECEIVING CHANNEL Phone:(813)788-5314 Fax:1-(866)-824-7B94 — Email:erb@fbcplans.com o Website:www.fbcplans.com o H o C.O.A.-#29054 :::2ER PLAN oO O z 2X SMB PER PLAN c o a¢ 0 DATE: 12/05/2020 o a O z w o J z � DRAWN BY: DENNIS W.DUNN .062 MIN.RECEIVING CHANNEL EX 0- FASTEN INTERNAL OR TERNAL O Q FASTENED TO POST W/#10 X 3/4"TEK < RECEIVING CHANNEL TO STRUCTURAL v REVISION: DATE: SCREW(1 PER INCH OF BEAM WALL MEMBER WITH 1/40 X 2"LAG SCREW ALUMINUM POSTS HEIGHT)STAGGERED (1 SCREW/2 INCHES OF BEAM HEIGHT) FASTEN POST TO CONCRETE RO 1 WITH INTERNAL BASE AND (2)3/8"THRU BOLTS BEAM TO POST CONNECTION BEAM TO WOOD WALL CONNECTION (4)3/8"CORROSION RESISTANT 11 GA.INTERNAL RO 2 CONCRETE ANCHORS WITH MIN.2-3/4"EMBEDMENT AND ALUMINUM BASE RO 3 3"MIN.EDGE DISTANCE PREDRILL VERTICAL FASTEN RECEIVING CHANNEL FLANGES RO 4 TO CARRIER BEAM W/#10 X 3/4" JOB# 201201_003 TEK SCREW(1 SCREW/INCH OF BEAM HEIGHT)STAGGERED �S a:- JOB NAME &ADDRESS: CARIERA RECEIVING CHANNEL (1)#5 REBAR CONTINUOUS, GRAND HORIZON: LOT 1 g 25"MIN.OVERLAP ALL JOINTS, 37756 NEUKOM AVENUE •I ON 3"HIGH CHAIRS A RE�RPLAIV POST TO FOOTER AND CONCRETE ZEPHYRHILLS,FL 33541 �5J��P� RBEAM SLAB CONNECTION CONTRACTOR: v Q FASTEN RECEIVING CHANNEL TO B&H CONSTRUCTION PURLIN BEAM W/#10 X 3/4"TEK SCREW (1 SCREW/INCH OF BEAM HEIGHT) STAGGERED BOTH SIDES ALUMINUM CARPORT PURLIN TO CARRIER BEAM CONNECTION DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED PRODUCT APPROVAL CODE CHART 6"MIN. RECOMMEND ALUMINUM FLASHING THIS PLAN AND FOUND IT TO BE IN EDITION RESIDENTIAL AND 7 10 AND FBC 6TH STRUCTURAL COMPONENTS HEADERS AT SIZE SPAN JACK EXISTIN ALUM.RISER PAN COMPLIANCE INSTALLED BELOW DRIP EDGE TO SIMPSON SP1/SP2 FL10456 LOAD BEARING WALL STUDS #10 X 3/4"TEK SCREW 1-1/2"X 2-1/8"X 1-1/2"X 0.062" HOST BEAM.CAULK ALL SEAMS. BUILDING (2)2"x4" 4'-4" 1 W/1-1/4"0 NEOPRENE INTERNAL OR EXTERNAL _ SIMPSON H4/H2.5T FL10456 -- (1)#10 X 3/4"TEK SCREW WITH 10 SIMPSON H1OA FL11478 SUPPORTING (2)2"x6" 6'-4" 1 WASHER,4 PER PAN RECEIVING CHANNEL NEOPRENE WASHER AT EACH RIB ALUMINUM RISER (2)2"x8" 8'-0" 2 ROOF _ SIMPSON DSP/SSP FL10456 ---_ ALUMINUM FLASHING ATTACHED �( L1606 ePAN ROOF (2)2"xl0" 9-6" 2 /SIMPSON SPH FL10456 I X W/#8 X 3/4"TEK SCREW AND 10(2)2„x12„ 11_6„ 2 SIMPSON HTT4/HTT5 FL13872I/\ NEOPRENE WASHER AT EACH RIB o .a HEADERS WITH 1/2"PLYWOOD SPACER,GLUED AND SIMPSON LSTA/MSTA FL10852 NAILED W/16d NAILS AT 24"O.C.(2 ROWS STAGGERED) ° v z ®"' SIMPSON CS16 FL10852 FOR HEADERS OF DOORS OR WINDOWS ° FASTEN INTERNAL OR r ALUMINUM RISE d+ / o ALL CONNECTORS AND FASTENERS DIRECTLY UNDER GABLE SEE PLANS 2X SMB PER PLAN R PAN ROOF ° z EXTERNAL RECEIVING I W� ,• � IN CONTACT WITH TREATED WOOD ° 2 CHANNELTO STRUCTURAL I / .. .ocj' SHALL BE ZINC COATED GALVANIZED 0 p WALL MEMBER WITH 114"0X2" HOST 0 z p LAG SCREW(1 SCREW PER 2 I ' • - STEEL OR SIMPSON'ZMAX' oe � ,s•�:; + FASTEN RECEIVING CHANNEL O Q Q INCHES OF BEAM HEIGHT) BEAM s4 �®sass®;, __• TO SMB W/#10 X 3/4"TEK cy'• ATTACH PANS TO 0.060"MIN.HEADER PROFESS E t i S1',/ % ALL WOOD STUDS SCREWNCH OFBEAM HEIGHT) p(1 SCREW PER I w CHANNEL W/(4)#10 X 3/4"TEK SCREW I B I g AND BLOCKING FOR STAGGERED,BOTH SIDES I O_ PER PAN AT BACK OF PAN ENGINEER OF RECORD ALUM. BEAM TO WOOD WALL I FASTEN 0.060"MIN.HEADER CHANNEL TO HOST David W. Smith P.E. BEAM WITH 114"0X2-112"LAG SCREW AT 24"O,C., LWALLS SHALL BE 2X4 PAN ROOF TO ALUM. BEAM 2 ROWS STAGGERED.STRIP SEALANT FLORIDA LICENSE NUMBER:53608 BETWEEN FASCIA AND HEADER CHANNEL Thomas L. Hanson P.E. SIMPSON H4 OR EQUIV. FASTEN 2X OF SHED WALL TO EXISTING HOST FLORIDA LICENSE NUMBER:38654 SIMPSON H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS. WALL WITH 1/40 X 4"LAG SCREW AT 16"O.C. FASTENED PER MFGR'S SPECS. (N)2X HEADER WITH DBL 2X (N)2X HEADER WITH SIMPSON SP2 OR H2.5T ALUMINUM RISER PAN ROOF Myron Max Neal SIMPSON(2)H2.5T OR EQUIV. 1/2"PLYWOOD SPACER TOP PLATE 1/2"PLYWOOD SPACER OR EQUIV.FASTENED CONNECTION TO MFG. HOST BEAM FLORIDA LICENSE NUMBER:86663 FASTENED PER MFGR'S SPECS. PER TABLE PER TABLE PER MFGR'S SPECS. FASTEN ALUMINUM RISER PAN ROOF SP2 OR H2.5T Joel Falardeau P.E._______ _____ _____ _______ ______ ____________ ( TO TOP PLATE WITH#12 TEK SCREW FLORIDA LICENSE NUMBER:70667 WITH 3/40 NEOPRENE WASHER,4 PER NOTE: 2X CRIPPLE STUD PAN AT ENDS AND 8"1-1/2"EMBEDMENT MIN. Erik Stuart P.E. VINYL SIDING MUST BE INSTALLED OVER A 16"O.C. A MINIMUM 7/16"WOOD STRUCTURAL FLORIDA LICENSE NUMBER:77605 (N)2X JACK STUD PANEL SHEATHING(PLYWOOD OR OSB) DBL 2X TOP PLATE(ONLY NON-TREATED FBC Plans &Engineering PER TABLE WOOD IN CONTACT W/ALUMINUM ROOF OR Services, Inc. SIMPSON LSTA OR MSTA PROVIDE IMPERVIOUS MOISTURE BARRIER) 2X BLOCKING FOR PANEL SPLICE WHERE 6272 Abbott Station Drive Unit 101 STRAP OR EQUIV. (N)2X HEADER WITH 1/2"PLYWOOD WALL HEIGHT EXCEEDS PANEL LENGTH Zephyrhills,6.33542 FASTENED APPROX.4" SPACER OVER WINDOWS AND DOORS. Phone:(813)788-5314 ABOVE AND BELOW SEE HEADER TABLE Fax:1-[866)-824-7894 WALL PANELS(PLYWOOD)NAILING NOTE: Email:erb@fbcplans.com HEADER PER MFGR'S NAIL 8d NAILS 6"O.C.AT EDGES AND 12"O.C.IN Website:www.fbcplans.com SPECIFICATIONS INSTALL WINDOWS PER MFGR'S INSTALLATION INSTRUCTIONS FIELD.ROWS OF NAILS SHALL BE 1/2"MIN.FROM C.O.A.-#29054 2X CONTINUOUS STUD PANEL EDGES.PLYWOOD SHEATHING SHALL WINDOW 1/2"P.T.PLYWOOD,MIN.2'HIGH OVERLAP BOTH TOP AND BOTTOM PLATES.ALL DATE: 12/05/2020 OPENING (NON-P.T.OR OSB ALLOWED ABOVE 2') FASTENERS NAILED PER MANUFACTURERS 2X SILL PLATE SHEATHING SHALL OVERLAP BOTTOM SPECIFICATIONS. DRAWN BY: DENNIS W. DUNN AND TOP PLATES WHEN SHEATHING PANELS ARE CONTINUOUS FROM REVISION: DATE: VINYL SIDING OF CHOICE APPLIED TOP TO BOTTOM PLATE(8'OR LESS)SIMPSON STUD PER MFGR'S SPECIFICATIONS PLATE TIES ARE REQUIRED ONLT AT THE CORNERS RO 1 ATTACH JACK STUD AND EACH SIDE OF OPENINGS AND SHEATHING IS TO CONTINUOUS STUD DOOR 2X P.T.WOOD STUDS AT 16"O.C. NAILED PER PANEL NAILING NOTE. RO 2 W/16d NAILS AT 24"O.C. OPENING 2X P.T.BASE PLATE RO 3 WHEN SHEATHING PANELS ARE NOT CONTINUOUS, 1/20 WEDGE ANCHOR WITH STANDARD SIMPSON STUD PLATE TIES ARE REQUIRED AT RO 4 WASHER,12"FROM CORNERS,6"FROM ALL STUDS. 2X CRIPPLE STUD OPENINGS AND 24"O.C.WITH 4"MIN. JOB/I 20_1201003 A 16"O.C. EMBEDMENT AND 1-3/4"MIN.EDGE SP1 OR H4 DISTANCE TYPICAL JOB NAME &ADDRESS: 2X WALL STUD 2500 PSI CONCRETE SLAB WITH CARIERA AT 16"O.C. v PER R318.7 GRADEp4,, 6"X6"#10 WWM(OR FIBERMESH) GRAND HORIZON:LOT 1 OVER 6 MIL.POLY VAPOR BARRIERCONCRETE BELOWW/EDGES LAPPED 6"AND SEAMS 37756 NEUKOM AVENUE TAPED,OVER CLEAN,COMPACTED, ZEPHYRHILLS, FL 33541 GRADE PER R403.1 TERMITE TREATED SOIL. 00NTRACT0R: 2X P.T.BASE PLATE 1/20 WEDGE ANCHOR W/STANDARD WASHER, SIMPSON SP1 OR H4 12"FROM CORNERS,6"FROM OPENINGS SIMPSON(2)H4 OR EQUIV. OR EQUIV.FASTENED (2)#5REBARCONTINUOUS, B&H CONSTRUCTION AND 24"O.C.WITH 4"MIN.EMBEDMENT FASTENED PER MFGR'S SPECS. PER MFGR'S SPECS. 25"MIN.OVERLAP ALL JOINTS, INSTALL WINDOWS AND DOORS 1 AND 1-3/4"MIN.EDGE DISTANCE TYPICAL ON 3"HIGH CHAIRS IN OPENINGS PER MANUFACTURERS FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4 WOOD FRAME SHED INSTALLATION INSTRUCTIONS FRAMING FOR OPENINGS WITH HEADERS DETAILS WALL SECTION / 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 RESIDENTIAL ND EXISTING TYPE 1 STANDARD ALUMINUM MAXI-RAIL DESIGNED BUILDI� Q .®®�i®+S�� TO WITHSTAND 200LBS OF LATERAL LOAD , v ,FR°. • j, + HANDRAIL ATTACHED AT EACH PICKET NOTE: ALL BRICK DIMENSIONS ARE NOMINAL. �� «'$,,�� `s�' 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 PER FBC R312 EXCEPTION RISER HEIGHT=7-3/4"MAX. 6'O.C.MAX HEIGHT DIFFERENCE BETWEEN RISERS SHALL TYPICAL NOT EXCEED 3/8". TRIANGULAR OPENING SUCH THAT A r °$` TREAD DEPTH=10"MIN.(NOT INCLUDING NOSING) • t 6"DIA.SPHERE WILL NOT PASS �� A NOSING NOT LESS THAN 3/4"AND NOT MORE THAN 1-1/4" c• � p`�p SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. PROFIIIjv7'�VER SEAL NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN.OF 11 INCHES. ENGINEER OF RECORD Co¢ NEWEL POST o0 TYPICAL ~ 2-114"X48"X 48"PRE-CAST David W. Smith P.E. zI.- LANDING W/REBAR FLORIDA LICENSE NUMBER:53608 M 2-1/4"PRE-CAST Thomas L. Hanson P.E. Co_j TREADS W/REBAR O)1< FLORIDA LICENSE NUMBER:38654 O U 4"X4"X 16"PRE-CAST FOR ALUMINUM Z F SPLIT BRICKS,MORTARED Myron Max Neal OR VINYL RAILING FLORIDA LICENSE NUMBER:86663 4"CONCRETE SLAB Joel Falardeau P.E. �';`.rr �i•,Y:•';fi}�;:,r u€r" - �:iry: ':' y";:: ti?r'�:" •�i.✓;;':;'1; ter';;:.»-;;�{.+.`•'= FLORIDA LICENSE NUMBER:70667 NEWEL POST \_TOPAND BOTTOM RAIL EACH PICKET ATTACHED TO BOTTOM TYPICAL STEPS WITH Erik Stuart P.E. FASTEN TO CONCRETE ATTACHED TO NEWEL POSTS RAIL W/(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)#10X3/4"TEK EACH FLANGE. ATTACHMENT TO BE AT UNDERSIDE Services, Inc. OF RAILING 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 94 RAILING/STEPS DETAILS PER FBC m l:erb@fbcpa s.c Email:erb@fbcplans.com Website:www.Ibcplans.com 6TH EDITION - R311 .7 / R312 C.O.A.-#29054 DATE: 12/05/2020 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO 1 2"X2" RO2 ALUMINUM NEWEL POST RO 3 ATTACH WITH(4)3116k7 NEWEL POST SECURED MASONRY SCREW ANCHOR RO4 TO BASE BY CONTINUOUS W/2"MIN.EMBEDMENT AND 3/32 MIG WELD AT BOTTOM 1-1/2"MIN.EDGE DISTANCE JOB# 20 1201 003 NOTE' ALUMINUM STRUCTURAL RAILINGS OR JOB NAME &ADDRESS: OTHER COMMERCIAL MANUFACTURED RAILING THAT MEET FLORIDA BUILDING CODE REQUIREMENTS CARIERA AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER " 5' '` GRAND HORIZON: LOT 1 MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN, STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH POST BASE 37756 NEUKOM AVENUE FBC 6TH EDITION SECTIONS R311 AND R312 CONNECTION DETAIL ZEPHYRHILLS, FL 33541 CONTRACTOR: B&H CONSTRUCTION CONCRETE/ BRICK LANDING AND STEPS W/ RAILING DETAILS