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Home My WebLink About21-1354 _ m v y " Fenniun City Of ZephyrhiliS PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGR-001364-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/08/2021 • Permit Type: Building General (Residential) Property.Number Street Address 34 25 21 0180 00000 3270 37609 Corey Lewis Avenue Owner Information Permit Information Contractor Information Name: JAMES&KELLY MEEKS Permit Type:Building General(Residential) Contractor: B& H CONSTRUCTION OF Class of Work:Alumiumn Package CENTRAL FL. INC. Address: 7782 Lower Gateway Loop UNIT Building Valuation:$43,000.00 2228 q�pc�Fl Electrical Valuation:$1,000.00 32827 Phone: �Ts)air7300 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 f Total Valuation:$44,000.00 / Total Fees:$450.00 �� I Amount Paid:$450.00 Date Paid:2/8/2021 12:22:27PM Project Description INSTALLATION SHED/PORCH/CARPORT Application Fees Building Plan Review Fee $127.60 Electrical Plan Review Fee $22.50 Building Permit Fee $255.00 Electrical Permit Fee $45.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your.lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2021006890 OR BK 10256 PG 2381 Page lofi 0111312021 09:46 AM Rcpt 2248139 Rec7 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller tile P."10 No_ I -- -___-- NOTICE OF COMMENCEMENT tj Mud. -31 '1 1A-cV, AdWeo cKy 4. CO*bcw. Adftn cowwAces Taboom W. A steno 0-7 ACWOU 1xM1nftTek0wMN0. 7. ftv=wft Do SWe d FWda dmVWW by ft WRW Won*hwn rabzft or Ow 00=W95 MOY t*BWVgd im PW400 VY Nam city TeWww Msnper d OedpWed Pwsw: IltddftlwwbkrssY IMowwftslylubu to fSM"0 9W of Un Lhmgft NOW*as pVvkW I-S4CdW 7'13.13(1)tb).Fk*ix Swag*& T440%ftNwrtwdPw 0r&ayD*$VrtftdbyO4~. Y. En**Uft daft atfiatke dC0MMnGWWM(ft evAskn daft may mg be bek, Ow mn**%n of mubucewn and*W mWwa left wr4om odwtbeawygob" 4MdnKoRWVt I, zdVkmY9d&Wis*p*c1fi4 WARNM To OWNER: ANY PAYMENTS DE fY THEMTM MMPIR.TIO OF WE NOTICE OF COWE� ARE CONSWEM0 IMPROPER PAYMENTS,uwEIC IP SECrON U.13.FLOR40A cTATLnW.ANO CAN RESMTN YOUR PAYWQ TWICE FOR IMPROVEMEWS TO i6UR PROAAff. A NOTICE OF COMNAfiNCEMEtir MUST BE -= IF YOU WTENOTIO OBTAJN KWCM,CONSL%T WffH YOIR LENW R ORAHATTIOMEY SWOM COMPAENCINGWOW ORCTX)W F F 4=Fd)M YOM NOT=OF CONIENCeliEW, STATErO FUofFn Ldm oO RIVmAW u ywjtda dwq*W1hMnWthvFa49oig COUXYOFPASCO vvddV_A-va-� '0. -Me'_t 11 211LI,1,—P_-A-P-A t'j Type d I*mUkWm P1W.W ;)fAIJ 00 3 `?Cot PATRICIA S.!RI�EW YP %}Is 1(). 'j i_i:� GG23P43 EXPIRES September 13.2022 813-780-0020 City of Zephyrhills,Permit Application Fax-813-780-0021 Building Department Date Received / �/ Phone Contact for Permitting ( 813 78 '1064 Owner's Name Meek, James & Kelly" Owner Phone N fjiber 30 Owner's Address. 7782 Lower Gateway Loop Unit 2228 Orlando,FI 32827 Owner Phone NumZ1 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37609 Corey Lewis Avenue LOT# SUBDIVISION Grand Horizons-Phase Four PARCEL ID# 34-25-21-0180-00000'3270 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR® ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED,USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK Carport, Shed, Screen in Factory Porch, Concrete & Steps BUILDING.SIZE SQ FOOTAGE 784 HEIGHT BUILDING r$43,000.007 VALUATION OF TOTAL CONSTRUCTION ®ELECTRICAL $1,000.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL I S ALLATION 2 1 r =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY B & H Construction of Central Florida, Inc. SIGNATURE REGISTERED Y/N. FEE CURREN Address 4025 orr s Bridge Road Zephyrhills Florida 33543 License# CBC0577-82 ELECTRICIAN Y James O Morton Electric CO Inc. SIGNATURE REGISTER D Y/N FEE CURREN Y/N Address 36906_Eil nd Blv ephyrh' s, Florida 539. License# I ER0002443 . PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N J FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# 4 119 Y .s a V i"1i 1t-t'1E 1t 1€1.H 1t 1t t.11 1.i 1.' -x it.1,.1e Q.x if a f.a fl_Iii.111,1f.1t a v 1t.1t 1.1 I'1i.a 144. 11 1i-11 1t 1_Y.1-3 1 a t-. RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction.Plans,Stormwater Plans w/Silt Fence installed,• Sanitary Facilities&-1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions- Fill out application completely. Owner&Contractor sign back of application,notarized If.over$2500,a Notice of Commencement is.required.(A/C upgrades over$7500) `* Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs.ROW 813-780-0020 City of Zephyrhills;Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive. than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. -Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and,is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT:I certify that all the information in this application is accurate-and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the-jurisdiction.I also certify that I understand that the regulations of other government agencies mayapply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida. Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, 'Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An'extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING f%V^P%UA FLORIDA JURAT,(F.S.117.03) 1 COMMENCEMENT. OWNER OR AGENT CONTRACTOR Subscribed and sworn to.(or affirmed)before me this Su scribed and 44,4 sworn to o affirmed)before me this by l l3 24 by Greg Be e Who is/are personally known to me or has/have produced Who is/are Personally known to me or has/have produced as identification. as identification. Notary Public 1 Notary Public Commission No. Commission No.HH 047833 Amy L.Malatak Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped , ,• AMY L.MALATAK . 4 A Commission#HH 047833 Expires September 29,2024 '••RF °P' Bonded 71w Troy Fain Insurance 800,385,7019 apt` ay' r - I�xZ 6MU (ptWtC'ft � J SfiaaP �'. I l�l r?�tg JftPaSf t � fU! ! 33 c � r 24 9 o?x$ 4� JfcPs (scresn��} 9 i Iq` i - IV - Qr;vet�� g, i 20' 1t i 5 jFrtck (cndtfw �; 3ry0's�daw�tk 37G o� Corci) tcw;s Q✓e. (�u rlorici — Meek /0-29-a 0 L:Lr` [ SMUG :L UL ¢ ,> LL j L L • .. � ... ..1.1 '�ti:'-:Ys - resat'� - �'']]t� ',�.i,��. � , MASTQh.861SR00M._'.. : -- - _..CiNNti.R00L1" - - - -- BEDROOM"'/2` 't ,!f]'-�'$'1?fie'-'' .. ;i� 17�4,X.1Y!+10• - 0'-i'X�i2`,s' •' 1, is �/ ST— W JrvaCvw - _- . p fnRQ ON 11L9 7F-i.• $Q `1;SA7-:SQUARE:,FEXT '600 Packard,Oduk•N.5albly.N6[bor,Fladda 34696'",telepho4e(721)726-11,38-. �! �XP� .07D 0965 °: : www:jachornlss tp> fFloar 7Plans pBp (ALL"BIZO W:nraRo><) ❑o�❑ ❑❑❑❑ 7E, BSEN H ., OM January 11,2021 Re.: : .Attachinent'Beam(Host.Beam)Verification: Serial Number: 601265 Dealer Names Bay Manufactured Homes Customer.Name&.Address:.James Meek 37609 Corey Lewis Ave Zephyrhills;FL 33541 To whom it may concern; The above listed Jacobsen manufactured home is constructed with a structural attachment beam, or "host bean!". The design of this,host beam allows an attachment to be made directly.to the included structural member in lieu of the typically required "fourth wall construction". Please refer to the serialized floor plamprovided by Jacobsen Homes to verify the'location of the host beam. This manufactured'home is required to:be set-up or installed,,oh-site, in accordance with.the Jacobsen Homes"Set-Up Manual" and its "Addendum". Site requirements must be followed to attach a structure to: the host beam provided. Maximum sizes allowed for any attached structure along: With.the requirements for perimeter blocking along the entire sid_ewall area where_ the host beam_ is installed,. are-included in these manuals. All site installed structures shall be designed by a Professional Engineer(PE) registered in the State of Florida or as allowed by the Local Authority Having Jurisdiction (LAHJ). Tbe:design shall comply with all applicable sections.of the Florida Building Code.that is in effect during the time of the construction.of the addition. All attachment designs and construction are by. others, not Jacobsen Homes. Any site installed structures shall be subject to-permitting,plan review,.and.inspection(s)by the.LAHJ. If I can be of further assistance,please feel free to call me at 727-726-1138. Sincer. , J Y B ET rE aebbsen Homes File 600 Packard Court,.Safety Harbor,FL 34695 Telephone:727-726=1138 Fax:727=726-7019 National_:800-843-i559 In Florida:800-282-5389 wwwJachomes.com 12/1/2020 Florida Building Code Online e s o a { 0 0 ® t B BCIs Home -I Log-In User Registration I Hot Topics Submit Surcharge stats&Facts Publications Contact Us_I,A BCIS Site Map I Links I .Search d- bo W)Product Approval ' USER:Public User �n 1_1�- Prdduct Approval Menu>Product or Application Search>implication List>Application Detail ' FL# FL16952-R3 w��4 Application-Type Revision Code Version 2020 Application.Status Approved Comments Archived Product Manufacturer American Metals Supply,Inc. Address/Phone/Email 3119 Queen Palm Dr. Tampa, FL 33619 (813)242-8100 Santos.Gonzalez@americanmetals.us Authorized Signature Santos Gonzalez' Santos.Gonzalez@americanmetals.us Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal,Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim Evaluation Report Florida License PE-49497 Quality Assurance Entity PRI Construction Materials Technologies; LLC Quality Assurance Contract Expiration Date 05/24/2022 Validated By James L.Buckner, P.E. @ CBUCK Engineering Validation Checklist-Hardcopy Received Certificate of Independence FL16952 R3 COI certificate of independence.pdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504 1507.4 1609 2002.4 hfps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wbEVXQwtDgvBwYu9TrZNm9sRhczFZg8O66KcaQhbXYjTJJXjpu%2b9Ow%3d%3d 1/2 12/1/2020 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 08/12/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL Model,Plumber or Name Description 16952.1 3" Riser Aluminum Roof Panels 0.020 and 0.030"thick x 3"x 12"wide"riser roof panels Limits of Use Installation.Instructions Approved for use in HVHZ: No FL16952 R3 II 2020 AMS FL16952 Installation Dwa_pdf Approved for use outside HVHZ:Yes Verified By: Do Kim PE 49497 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +48.6/-48.6 Evaluation Reports Other:For use in outdoor patio construction only.See FL16952 R3 'AE 2020 AMS FL16952 Evaluation Report.pdf installation instructions for other design limitations. Created by Independent Third Party:Yes Eacic iVext " Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivaEy Statement::Accessibility Statement::Refund Statement _ Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address;please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Yqd' Rtff W EChE: Credit Card Safe " https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm9sRhczFZg8O66KcaQhbXYjTJJXjpu%2b9Ow%3d%3d 2/2 A ICAN AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS {MML1 E 3119'Queen Palm Dr. {S�I Tampa,FL 33619 _ E.osU. 8 ASCE 7.15 Ultimate Design Pressure S an Table TRoof5lo a ExposureC ASCE 7.16 ultimate Design Pressure 5 an Table 5'Roof Slo e SUPLI.. r (S73)242-S100 OPENSTRUCTURES CLEAR WIND OPEN STRUCTURES CLEAR WIND FtO t� t e +-•- --- -� l ,.WindSpeed Design Pressure ,0.024"s an k 0.030"s an k Onds eed' ,Oesl nPressure 0.024"s an Ft O,p30"s an ft E)� ^:1 M _ lip +18.2/-16.6 10.0 '12.0 130 +27.2/-24,7 9.60 11.30 fi ABBLICIATEB,LLC 120, +21.7/-19.7 9.8 11.9 120 +32.4f-29.4 gDo 9•70 _ 1W +25.5J-23.2 9.6 - •11.1. 130 .+38.Oj-3a.5 s.zo 9.oD : C O N S U LTI N S- I j LOCK PANELS TO INSTALL 140' +29.5/-26.9 9.3 '10.0 140 +44.1/•44.1 7.80 800 STRUCTURAL I50 +33.9/-30,8 8.5 9.6 250 +50.6/-46 6.B0 7.70 ENGINEERS i lE0 +38.6/-35.1 160 +57.61-52.3 6.00 6.50 1 � PO BOX 10039 ' Tampe,FL 33879 E�posure lt .ASCE 7-16 Ultimate Design Pressures an Table 5'Rotlf Sloe Ex sure C JASCE 7-10 Ultimate Design Pressure Span Table 5'Roof Slo e OPENSTRUCTUIEs ossmetED INDf PAIMA&MYOPENSTRUCrU .OPEN MUMPES 12 DWINDFLOW&PARrAtLYOPENSTRUCTURES Rev _ Das�IpNon Wind Speed Oesl n Pressure- .0.024"s n ft. 0.030"s an ft Wind 5 eed Design Pressure 0.02V s an ft- 0.030"s an ft .° +..._._:..._......_._...__- -. 210 +8.9/-14.5 10.0 12.0 - ° ISSUE S30• +13.3-29.1 9.Q0' 9.50 QI°0'° 120 +10.61-23.2 9.7 12.0' 120 +75. -34.6 8.20 8•80 suetl m 0RI0N 130 a>zo recPaoouor • +12.5/-27.3 9.2 9.9 130 +LB,fi/-40.7- .7.50 8AD Q� APcaov 140 +145/-32,6 8.8 9.5 340 +2I.6/•47.1 6.6p 7.10 Q} PRODUCT APPROVAL,DETAILS: 35p +16.6/-36.3 &0 8.8 150 +24.8/-54.1 5.60 6.00 BLDG CODE: 7th Edition(2020)FLORIDA BUILDING CODE 160 +18 9/41.3 7.4 8.2 160 +28.2/-61.6 5.00 5.00 of ( Exposure ASCE 7.26 Ultimate Design Pressure S an Table Lr Roof Sloe Ex sure' 2'R C ASCE 7.16 Ultimate Design an Table ioofslo LIMITS OF USE: FOR PATIO USE ONLY. 1 QI 1 IiVHZ: NOT FOR USE IN HVHZ OPEN STRUCTURES QEARWINDFLOW Pe OPEN STRU[1UpFs CIFAR WIND FLOW WIn11 Speed DesignPressure 0.024"s an tt 0.030's an k Winds Speed DesignPressure 0.024"s an k 0.030s an ft 0 •+16.1/44.6 10.0' 17.0 110 +24.o%21.s 9.6 1L5 -CARPORTS 12p +19.1/^17,4 30.0 12.0 120 +28.5/-26.0 9.4 30.2 -PATIO COVERS ]30 +22.4/-20.5 0. 12.0 120 +33.5/-90.5 9.4 9.6 -SCREEN E S 340 +26.01-23.7 9.6 .1L3 140 +38.8/-35.4 &1 &9 _ F U) -SCREEN ENCLOSURES 150 '+299J-27.2 9.3 9.9 I50 +44.6/^40.6. 7.4 &o c Lu -CANOPIES 160 +34.0/-3L0 8.8 9.4 160 +50.7/-46.2 6.9 7.6 - H -OTHER SIMILAR MINOR STRUCTURES n ?m Notes: Ex ure8 ASCE 7-SO Ultimate Desi nPre55ure5 an Table 12'Roof Sfo Ex osureG ASCE 7-IO Ultimate Desi nPressureS an Table L2'RooiSio r!3 0 It X i. Aluminum roDfpanelS shall be OfalUmlOum alloy 3105-HI or approVedegnal. OPEN STRUCTURES OBSTRUCTED WIND FLOW&PARTLALLY OPEN STRUCNRES OPENSTRUCTURES O UCTED WIND FLOW&PAHnALLYOPEN STRUCTURES N tL Lu 2. Roof panel metal thickness tested:0.024"and 0.030". Wind Speed Desl n Pressure D.024"span k 0.030"span Ik Wind 5 eod Desl nPressure D.024"s an ft1 O.o3D"s an ft L j 3. Product materials conform to ASTM 8209. 230 .+ZOJ-16.3 10.0 12,0 110 +10.5J-24.3 9.5 iza e W 5 to Q to 4. StaAllndard inside bend radii are Toler unless otherwise noted. 120 +6.3J-19,4 10.0 12.0. 120 +12.5/-29.0 9.0 9.6 t� a 0 5. Standard Manufacturing Tolerances: 130 +9.8/-22,8 9,7 120 330 +14.6-34,0 8.2 89 e Z L 4~ Dimension+/-0.005 140 +11.4/-2&4 9.3 11.8 140 +16.9/•39.4 7.8 &1 a) 0 O. RadinS+1-.(}0$ S50I+13.0/-30.4 89 9.5 150 +S9.SI^45.3 6.9 7,5 Q a.a. I- Angle+I-I° 16D +14.81-34.5 &2' S.9 .16D 22^1/-51.5 6.1 fi.6 F - (� �M 03 6. Product test report for 0.030'and 0.024"Thickness Rolled 3"Riser Roof Panels,Test Report No.: Z U ' a O W E9946.01.401-44,Oct.2,2015.ASTM E330/E330M-14.Architectural Testing,Inc.an Intertek company,2250 Massaro Blvd.,Tampa,FL 33619. C3 0 7. All product performance specifications and construction r11RAWNB11, on requirements shall be engineered by a licensed design professional in accordance with the Aluminum Design Manual,Specifications& u �1-Guidetines fSHOWN orAkrminum Structures.Washington.DC,for wind resistance in conformance to FBC �Chapter 16 for Components and Cladding Loads,ASCE-SEI 7-16 Chapter 30 for Raaf Components and Cladding for Open Buildings and Partially Open Buildings.Effective area for wind load 1 � calculations based on 36 sq.feet. 8. Clear wind flow denotes relatively unobstructed wind flow blockage less than or equal to 50%. `. .. Cti.Y' % . '`S�D'Yltffkfl8d;'P?E�. •<, Obstructed wind flow denotes objects below roof inhibiting wind flow(>50%blockage)as defined ;FLA'R'66kIf."a ta97 byASCE/SEr7.16. \-7. .run tm,.; z: 97 9. Span schedule show maximum roof panel spans between supports.Interpolation between span _ fJ 11 .tn,_I f _ Klnt a nss'ocjnTEs., values is permitted.Max:span deflection limit L/60. �� '+ 3p.. cnr2ssat. .' = as,P §M?a 10. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures oI :FdTaLOPaL)�y ` based on 1.2° L (/ONai (+"per foot)&5°max.roof slope.For spans for slope values not shown,linear interpolation is permitted. s rues oE°e.Nt4 Le Ll s=acsn 11. Each roof panel shall be connected per design professional's instructions,but shall have min.of, 019 W b Do Y51 ra° (3)-#10 SMS w/neoprene gasket and washer along supports(or other approved connection by design bale professional)wt min.0^040"thick,6063-T6 aluminum base metal. Support beams shall be i°---.- K�w{_ *%L "', tr29. rawing No.-140316 D provided on edge panels parallel to panel span. 3"RISER ROOF.PANELS' 090° �---------- - �. 'SHEET 1 OF 1 _ t BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site'Map Unks +Search ba- Product Approval . s ► USER:Public User r, Product Approval Menu>Product or Application Search>Application List>Application Detail - Y E FL# FL15012-118 Application Type Revision Code Version 2020 Application Status, . Approved comments Archived Product Manufacturer" C.H.I.Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur,IL 61911 (217)543-2135 Ext 4273 windloadengineering@chiohd.com Authorized Signature Pat Hunter" windloadengineering@chiohd.com. Technical Representative Address/Phone/Email Quality Assurance Representative: Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report ,Hardcopy Received Florida Engineer or Architect Name who developed the John E.Scates Evaluation Report Florida License PE-51737 Quality Assurance Entity. Architectural Testing;Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 . Validated By Kurt Dietrich PE ' Validation Checklist-Hardcopy Received Certificate of Independence FL15012 R8 COT Cert of Ind Scates 2020•CHI-s.odf, . Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2017 ANSI/DASMA 115 2017 Equivalence of.Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/12/2020 Date Validated 10/14/2020 Date Pending FBC Approval 10/22/2020 Date Approved 12/15/2020 Summary of Products Go to Page 40 Page 1/2 0 10 FL# Model,Number or Name Description 15012.1 15012.01 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6-00"through 9'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z4-09-0131-7 s.pdf . Impact Resistant: No Verified By: John E. Scates, PE FL-51737 Design Pressure: N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE F1-15012 Eval Rept.pan s.pdf Created by Independent Third Party: Yes 15012.2 r19012.02 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6'-00"through 10'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z5-09-013L7 s.pd Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eval Replan s.pdf Created by Independent Third Party:Yes 15012.3 15012.03 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6'-00"through 9'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z6i-09-01508 s.pd ImpactResistant:Yes Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load and impact Evaluation Reports applications. FL15012 R8 AE FL15012 Eval Rept pan s.pdf Created by Independent Third Party:Yes 15012.4 15012.04 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6'-00"through 9'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z7-09-013L7 s.pjf Impact Resistant: No Verified By: John E.Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other: Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eval Rept pan s.pdf Created by Independent Third Party: Yes 15012.5 15012.05 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene Insulation,for widths 8'-00"through 14'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z9-09-0131-7 s.pdf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eval Replan s.pdf Created by Independent Third Party: Yes 15012.6 15012.06 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6'-00"through 10'-00"see drawing for applicable pressures. -- -------- ---- ------ -------------------- ----------------------- Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z3-10-01307 s.pdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load application. Evaluation Reports FLIS012 R8 AE FL15012 Eval Rept pan s.pdf Created by Independent Third Party:Yes 15012.7 _ 15012.07 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6'-00"through 11'-00"see drawing for applicable pressures, Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z4-10-01307 s.pdf Impact Resistant:No Verified By: Jahn E.Scates,P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FLIS012 Eval Reptpan s.pdf Created by Independent Third Party:Yes �15012.8 15012.08 Pan Doors, Residential Sectional steel door with or without Vinyl backed polystyrene insulation,for widths 6'-00"through 12'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z5-10-01307 s.pdf Impact Resistant:,No Verified By:John E. Scates;P.E. F1551737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eval Rept pan s.pdf Created by Independent Third Party:Yes 15012.9 15012.09 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6'-00"through 10'-00"see drawing for applicable pressures: Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FLIS012 R8 II Z6=10-01307 s.pdf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Resign Pressure: N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eva[ Replan .pdf Created by Independent Third Party:Yes 15012.10 15012,10 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene Insulation,for widths 10'-00"through 12'-00"see drawing for applicable pressures Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 k8 1I Z6-10-013L7 s.pdf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure:N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load applications. Evaluation Reports F1_15012 1t8 AE FL15012 Eval Rept pan s.pdf Created by Independent Third Party: Yes 15012.11 15012,11 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 7'-00"through 10'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z8-10-01307 s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for.wind load applications. Evaluation Reports FL15012 R8 AE FLIS012 Eva[ Rept pan s.pdf Created by Independent Third Party:Yes 15012.12 15012.12 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 8'-00"through 11'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ:No F1_1501i R8 II JambAttachmentDetalls 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z10-10-01307 s.pdf Impact Resistant: No Verified By: John E.Scates, P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eval Rept, pans:pdf Created by Independent Third Party:Yes 15012.13 15012.13 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 6'-00"through 10'-06"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.p f Approved for use outside HVHZ:Yes FL15012 R8 II Z10i-10-01508 s.odf Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load and impact Evaluation Reports applications. FL15012 R8 AE FL15012 Eval Re pf pan s.pdf Created by Independent Third Party: Yes 15012.14 15012.14 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths IV-00"through 16'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z3-16-01307 s.pdf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eval Rept pan s.pdf Created by Independent Third Party:Yes 15012.15 15012.15 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene Insulation,for widths 13'-00"through 16'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z3-16-013117 s.pdf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FLIS012 Eval Rept pan s.pdf Created by Independent Third Party: Yes 15012.16 15012.16 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 11'-00"through 16'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FLIS012 R8 II Z4-16-01307 s.pd� Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FLIS012 R8 AE FL15012 Eval Rep_pan s.pdf Created by Independent Third Party:Yes 15012.17 15012.17 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 10'-07"through 16'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z4i-16-01508 s.pdf Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load and impact Evaluation Reports applications. FL15012 R8 AE FL15012 Eval Rep_pan s.pdf Created by Independent Third Party:Yes 15012.18 15012.18 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene Insulation,for widths IV-00"through 16'-00"see drawing for applicable pressures. Limits of Use Y Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z5-16-01307 s.pdf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 R8 AE FL15012 Eval Replan s.pdf Created by Independent Third Party:Yes 15012.19 v 15012.19 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths IV-00"through 17'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FLIS012 R8 11 Z6=16-01307 S,Pd Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 design Pressure: N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15012 WAE F1_15012 Eval.RepL.pan s,plif Created by Independent Third Party: Yes 15012J0 15012.20 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation,for widths 10'-00"through 20'-00"see drawing for applicable pressures. Limits of Use Installation Instructions Approved-for use in HVHZ: No FL15012 k8 II lariibAttachmentDetails 2020 s.pdf Approved for use outside HVHZ:Yes FL15012 R8 II Z6-16-0131_7 s;pdf Impact Resistant: No Verified By:John E. Scates,P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: Yes Other:Sectional doors provided for wind load applications. Evaluation Reports FL15612 R8 AE FL15012 Eval R_epjLpgn s.p IF Created by Independent Third Party:Yes Go to Page (6 Page 1/240 0 E9 Rig Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privagy statement Accessibility Statement Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please'contact 850.487.1395,*Pursuant to Section 455.27S(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for of communication with the licensee.However email addresses are Public record,If you do not wish to supply a personal address,please provide the Department with an,email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepp: Credit Card See When applying back jambs over dry wall or other non-structural wall covering,use longer fasteners to insure minimum embedment required. This chart applies to 2x6 wood species with specific gravity of 0.55(Southern Pine)or better. Each anchor requires a 1-1/2"diameter washer that complies with ANSI B18.22.1 type B. 3/8".DeWALTScrew-Bolt+ Embed 3.5",Mn Edge Dist 3.5",Mn spacing 9" 3/8"POWERS Wedge-Bolt+ Embed 3.5",MBn Edge Dist 3.5",Mn spacing 9" 2500'PSI CONCRETE 3/8"Hilti KwikBolt3 Embed 2.5",Mn Edge Dist$",Min spacing 6" keep each area MAX-WIDTH1 DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear of any back IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF '36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF jamb attachment - s s' 24" 24" 2a" aa" a4" za" aa" za+' 24" za" za" 24" 2a" 2a" fasteners 10, M. 24" 24" 24" 24" 24" 24" 24" 24" W. 24 24" 24" 24" 12' 24" N. 2a" 24 24" 24" 24" 24" 24" 24" 24" M. 24" 24" s 14' 24" 24•• M. 24" M. 24" 24" M. 24" M. 24" 24" 24" 24" header 15' 24" 24" 24" 24" 24" 24" 24" 24'.' 24" 24" 24" 24" 24" 24" 16' 24" 24" . 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 18' 24" 24" 24+' '24" 24" 24" 24" 24" ' 24" 24" 24" 24" 24" 24" 3 20' 24" 24" 24" 24" 24" 24" 24" 2a" .24" 24" 24" 24" 24" 24" 22' M. 24" 24" 24" 24" 24" 24" 24" 20 24" 24" W. N' 24" 24' M. 24" 24" 24". M. 24" 24" 24" 24" M. 2a" 24" 23" 22" 26' 24" 24" 24" 2a" 24l' 24" 24" N. 24" 24" 24" 23" 21" 20" 30' 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 22" 20" 18" 1T, 3/8".DeWAL T Screw-Bolt+ Embed 3.25",Mn Edge Dist 1.5",Mn spacing 3' CMU FILLED W/2000 PSI GROUT 3/8".Hilti KwlkBolt3 Embed 2.5",Min Edge Dist 4",Mn spacing 9' Highest anchor installed at least as high as door opening. a MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) IN FEET 12 PSF. 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF' 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF Anchors to be evenly spaced between 5 9' 24" 24" 24" 24" .24"' 24" 24" - .24" 24" 24" 24" 24" M' 24" the header and the floor. 10, 24" 24" 24" 24" 2a" 24" 24" 2a" .24" 2a" 24" M. 24" 24" 12' 24" 24,• M. 24" M. 24•' 24" W. 24" .24" 24" 24" 24" 24" 0 14' 24" 24" 24" 24" 24" z4" 24" 24" 24" 24" 24" 23" 21" 20" 2x6 Southern Pine/Structural grade lumber 15, 24" 24" 24" 24"' 24" 24" .24" 24" 24'! 24" 2a" 22" 20" 19" May be counterbored up to 3/9"deep at 16' 24" 24" 24" 24" M. N. 24" 24" 24 24" 22" 20" 19" 18" each anchor location to provide a flush mounting surface. 18, M. 24" 24" 24" 24" 24" N, 24" 23" 21" 20" 18" 1T' 16" 20' 24" 24" 24" 24" M. 24" 24" 23" 21" 19" 18" 16" 15" 14" 0 0 22! 24" 24" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" .14" 13" First anchor located at no more than 24' 24" W. 24" 24'.' M, 23" 21" 19" 17" 16" 15" 14" 13" 12" 10"above floor,but no 26' 24" 24" 24" 24" 24" 21" 19" 18" 161,' 15" 14" 13" 1a" . 11" less than the minimum edge distance. 30' 24" 24" 24" 24" 21" 19" 17" 15" 1a" 13" 12" 11" 10" 9" to r Supporting structural elements shall be designed by a registered professional engineer for wind loads in addition to other loads.This drawing does not address the jamb/wall design,but only door attachment.Jamb/wall construction is �\ �0••��• sF�� shown only for illustration purposes.The building designer • ; is responsible for ensuring that the jamb/wall is sufficient No.51737 w to carry the door live and static loads. This drawing does a, not address the spring pad connections. Registered * t * professional engineer may approved an alternative design. •O�� STATE OF t'W M nn 0�� SCALE Manufacturer's installation instructions must be followed. Digitally signed.by;John E.Scates,P.E. •� �� •i ff/ I �, I n none Maximum spacing shown in chart. Date:2020.09.041:1.49:50-05'00', z *�•!��OR�QP:•®\?` ❑I J�J❑ ❑ 0�� DATE Lesser spacing may be used to avoid interference with door hardware / A19, \ 03-26-2020 • A and or fastening system,but not less than 8". John E.Scates,P.E. /// /O mt-��\\\� Load per jamb=0.5 x door width x max positive pressure x door height. 2560 Kin Arthur,Ste 124-54 \ B ack'Jamb Attachment Detail 8"CMU block walls shall comply with ASTM C90. Lewisville,TX 75056 �� 1'10 Concrete Anchors di Use minimum 20 PSI grout or concrete when tilling CMU. Florida P.E.#51737 Professional Engineer's seal provided only for Fastener spacing distance may vary+/-1 TXPE 56308;F-2203 verification of windload construction details. C:H.I. Drawing: BJA-101R8 Use Southern Pine table only if both structure and jamb are Southern Pine. 1/2"MIN 1/2"MIN 1/2"MRV 1/2"MIN Use(SPF)table if the structure is Spruce-Pine-Fir or unknown,2x6,jamb's must always be Southern Pine. ATTACHMENT OF 2x6 ATTACHMENT OF 2x6 Lesser spacing may be used-to avoid interference with door hardware and or fastening system. SOUTHERN PINE JAMB SO ER1,1 pINE JAMB Maximum spacing shown in chart. %a"SHEATHING ON SHEATHING Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 When applying back jambs over dry wall or other non structural wall covering, use longer lags screws to insured-1/2"minimum embedment required. Washer: 1-1/8"minimum outside diameter,must conform to ANSI B 18.22.1 type A. '/s"x 3"LAG SCREWS Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required on 2x6. Spruce-Pine-Fir(SPF)STRUCTURE %2"SHEATHING MAX LAG SCREW SPACING inches FOR DOOR WIDTH max vs DESIGN PRESSURE Ns"x 3-1/2"LAG SCREWS (inches) (max) keep each area MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear of any back IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 60 PSF 63 PSF jamb attachment 5 9' 24" 2N' 24" 2N- 2N, 2W' 2N' 24" 24" 24" 24" 24" 2F. TV77 fasteners 10, 24" 24" 24", 24" 24" W, 24" 24" 24" 24" '2N' 24" 23" 21" 12' 24 24 24" 24" 24" 24" 24" 24" W. 24" 22" 20" 19" 18" IN 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" IV, g 15' 24" M. 24" 24" 24„ 24" 24" 23" 21" 19" 18" 16" 15" IN, header 16, 24" 24" 24" 24" 24" 24" 24" 21" 20" 18" 17" 15" IN' 13" 18' 24" 24„ 24" 24 24" 23„ 21" 19" 17" 16" 15" 13" IT' 12l' 8" 20' 24" 24" 24" 24" 24„ 21" 19" 17" 16" 14" 13" IT, 11" 101, / 22' 24" 24" 24" 24" 21" 191. 1T, 15" 14" 13" 12" 11" 10" ' 9" Y 24' 24" 24" 24" 22" 20" 17" 16" IN' 13" 12" 11" 10"' 9" 91, t — 26' 24" 24" 24" 21" 181, 161, AN, 13" 12" 11" 10" T. 8"' 8" T 30' 24" M. 21" 18" 16" IN'• 12" 11" 10" 9" 9" 8" 7" 7" Southern Pine(SP)STRUCTURE MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(maxi vs DESIGN PRESSURE MAX'WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24-PSF 27 PSF 30 PSF 33 PSF 36 PSF.'39 PSF 42 PSF 46 PSF 50 PSF 53 PSF 5 10, 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24' 2N' Highest anchor installed 12' 24" 2N' 24" 24 24" 24" 24" 24" 24" 24" 24" 24„ -24" 23" least as high as door opening. IN 24" 24" 24" 24" 24"- 24" 2N' 24" W. 24" 24" 23" - 21" 20" o 16' 24" 24" 24" 24" 2N' 24" 24" 24" 24" 24" 23" 21" 19" 18" 16' 24" 24" 24" 24" 24" 24" 24" 24" W. 23" 22" 20" 18" 17" Anchors to be evenly spaced between 18, 24" 24 24" 2,C 24" 24" 24" W, W. 21" 19" 17"' Is" I5" the header and the floor. 20' 24" 24" 24" 24"- 24" 24" 24" 22" 20" 19" 17", 16" 14" IN, 22, 24" 2N' 24" 24" 24" W. 22" 20" 18" 17" IV IN' 13" 12" o 0 24' 24" 24„ 24" 2N` 24" 22" 20" 18" 17" 15" IN' 13" 12" Ill, . 26' 24" 24" 24" 24" 23" 21" 19" 17" 15" IN 13" 12" ill, loll 2x6 Southern Pine structural grade lumber. 30' 24" 24" M. 23". 20" 18"' 16" 15„ 137 12" 11" loll 9" 9" May be counterbored up to 3/8"deep at each anchor location to provide a r flush mounting surface. First anchor located at no more than `��. ®� ,�ENa`,�`• �.//// 10 inches above the floor and b. I no less than the minimum edge distance. No.51737 e o Digitally signed by)ohn E.Scates,P.E. � �s` '$-1ATE OF +�t��'` (�L ED E3 SeA�E hone Southern Pine(SP)specific gravity=0.55 Date:2020.09.0411:49:24-OS'00' i ; 4r/ -- I I n I ' 0E3Q Spruce-Pine-Fir(SPF)specific gravity=0.42 ��0 �� .�OR,Q�j►;`� tiJ❑LLIILLII❑ ❑77 DATE 03-26-2020 Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) /j/ (�, `+. These charts do not address spring pad connections to the building. John E.Scates,P.E. // SO(,NA4 \ Back Jamb Attachment Detail Alternative design may be approved b a registered professional engineer. 2560 King Arthur,Ste 124-54 ,/ g Y PP Y' g P s �/r1►111� Lag Screw Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 J engineer for wind loads in addition to other loads, Florida P.E.#51737 Professional Engineers seal provided only for C.H.L.DraWiri . BJA-102R7 TXPE 56308.F-2203 verification of windload construction details. g Self tapping screws (with steel) Reverse Angle Only Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B 18.2.1. Washer:9/16"O.D.minimum;must conform to ANSI B 18.22.1 type A. Lowest fastener to be within 10-inches of the floor For 3/16 jambs,locate screws as shown on door drawing. For 12ga jambs,use(2)screws at each location shown on door drawing. Add holes to continuous angle as required to satisfy fastener quantity. This document does not address spring pad connections to the building. .100"x 1"fillet welds -Reverse Angle Welds performed by a Certified Welder or inspected by a Certified Welding Inspector to verify integrity of welds. (E 60XX Electrodes Min 0"x 1"long fillet weld 12 gauge or%c"steel lambs;allowable load per weld=1,272 lbs. Use all necessary precautions when welding galvanized steel. Weld to be located vertically on heel off angle and toe of angle at same locations Locate welds in same location as jamb brackets on door drawing. as jamb brackets on door drawing. Minimum of 3 welds per jamb allowed. Fillet welds to have a straight or convex face surface. Tack weld toe of angle at same spacing to prevent rotation of track angle. Cracks and blemishes shall be ground to a smooth contour and checked to ensure soundness. .100"x 1"long fillet weld Bracket Mount or This document does not address spring pad connections to the building. (E60XX Electrodes Min). Leg Out Angle Weld to be located vertically on heel of angle and toe-of angle at same locations as jamb brackets on door drawing. r Alternative design may be approved by a registered `��`aa �•-sC4'. 1/Z professional engineer. O` �� Supporting structural elements shall be designed by a registered �op professional engineer for wind loads in addition to other loads. • No.51737 r_ This drawing does not address the jamb/wall design,but only door • �� s attachment.lamb/wall construction is shown only for illustration purposes.The building designer is responsible for ensuring that = *• f * the jambhvall is sufficient to carry the door live and static loads. Digitally signed byAJohn E.Scates,P.E. �'� �� STATE��' •4� M •Opp SCALE none Date:2020.09.0411`.49:08-05-00' �0,�►�� .�R��P,:�'S♦` ❑ ❑ ❑1__1r DATE • O ♦ 3-26-2020 John E.2560 King Arthure Ste 124 54 ,,' & ®NA;�?�``♦ Steel Attachment Detail Lewisville,TX 15056 J Florida P.E.#51737 Professional Engineer's seal provided only for TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-103R8 3/8"DeWALT Screw-Bolt+Minimum Embedment 3.25",Minimum Edge Distance 1.5",Minimum spacing 3" 3/8"Hilti KwikBolt3 Minimum Embedment 2.5",Minimum Edge Distance 4".Minimum spacing 8", Hiifi KwikBolt3 not applicable when minimum track bracket spacing is less than 8".If expansion anchors are required,see wall buck mounting instruction BJA-101. Locate anchors as shown on door drawing. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. Load per jamb=0.5 x door width.x max positive pressure x door height This document does not address spring pad connections to the building. 8"CMU block walls shall comply with ASTM C-90 and shall be filled with minimum 2000 psi grout or concrete. Move track brackets up or down up to 1-1/2"to avoid installing anchors into grout Iines — MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE /. V /*) `t ) MINIMUM EMBEDMENT MINIMUM EMBEDMENT MINIMUM Ix4 SPRUCE PINE FIR TRACK BRACKET MOUNTING SURFACE MUST BE FULLY SUPPORTED r Alternative design may be approved by a registered professional engineer. �� \\�� .••�� dfV Supporting structural elements shall be designed by a registered �\ 'Q ee��c1Er111a�Q,��m� /� professional engineer for wind loads in addition to other loads. • eM This drawing does not address the jamblwall design,but only door s attachment.Jamb/wall construction is shown only for illustration No.51757 purposes.The building designer is responsible for ensuring that the jambAvall is sufficient to carry the door live and static loads. SCALE STATE ;. •• (�� O�0 none Digitally signed by'John E.Scates,P.E. .� , e�j�C". i�; I „ 1:30 �► V �J�1 DATE Date:2020.09.0411.48:53-05'00' Off;• .e��?`, �0� 03-26-2020 John E.Scales,P.E. /!'f &)®gip`V:§ CMU Block Wall 2560 King Arthur,Ste 124-54 �4/111510 Attachment Detail Lewisville,TX 75056 _J Florida P.E.#51737 Professional Engineer's seal provided only for TXPE 56308,F-2203 verification of windload construction details. C.H.l. Drawing: BJA-104R8 1/4"Tapcon+(PLUS)Minimum Embedment 2.0",Minimum Edge Distance 1.63",Minimum spacing 3" 1/4"Hilti KwikBolt3 Minimum Embedment 2.0",Minimum Edge Distance 2.63".Minimum spacing 6", Hilti KwikBolt3 not applicable when minimum track bracket spacing is less than 6".If expansion anchors are required,see wall buck mounting instruction'BJA-101. Each anchor requires a minimum 9/16"O.D.washer that conforms to ANSI B 18.22.1 type A Locate anchors as shown on door drawing. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. Load per jamb=0.5 x door width x max positive pressure x door height This document does not address spring pad connections to the building. Concrete walls shall be minimum 2500 psi concrete and of sufficient strength to resist loads. MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE MINIMUM EMBEDMENT MINIMUM EMBEDMENT MINIMUM 1X4 SPRUCE PINE FIR TRACK BRACKET MOUNTING SURFACE MUST BE FULLY SUPPORTED r `\```�� '�� Alternative design may be approved by a registered professional engineer. `��\'O�►�.`�Na; �'��i Supporting structural elements shall be designed by a registered % / professional engineer for wind loads in addition to other loads. \' 51737 �' / This drawing does not address the jamb/wall design,but only door attachment.Jamb/wall construction is shown only for illustration NO, purposes.The building designer is responsible for ensuring that �r *Digitally signed by John E.Scares,P.E. the jamb/wall is sufficient to carry the door live and static loads. * ; SCALE Date:2020.09.0411:48:41 -05'00' %'� : . STA�� ;Aug V.� 000 none I�,�. OR,_��• DATE �.. oncrete Wall John E.Scares P'E /,O,�ss'•- Fi�O�; 13MA0 �� 03-26-2020 2560KingArthur,Ste1i4-54 �111/%l�N11%%%\�. Attachment Detail . Lewisville,TX 75056 -J Florida P.E.#51737 Professional Engineer's seal provided only for TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-105R7 Refer to door drawing installation instructions for bracket spacing. To avoid splitting wood,drill pilot holes with 3/16"sized drill bit. Lag screws must conform to ANSI/ASME B 18.2.1: use 5/16"diameter x 1-5/8"minimum long when mounting directly to 2x4 southern pine jambs, longer lag screws required when mounting through wood and drywall or directly to spruce-pine-fir; 1-1/2"minimum Iag screw embedment into southern pine. 2-1/2"minimum lag screw embedment into spruce-pine-fir. 1/2"minimum lag screw edge distance required. Lag screws must be seated in full height frame members. 1/2" 1/2" MIN MIN Y, y I-1/2"min for southern pine 2-1/2"min for spruce pine fir 1-1/2"min for'southern pine 2-1/2"min for spruce pi pine fir DRYWALL/SHEATHING �, SHEATHING MINIMUM 1X4 SPRUCE PINE FIR—'`" DRY WALL/ TRACK BRACKET MOUNTING SURFACE MUST BE FULLY ' TRACK BRACKET MOUNTING �E SUPPORTED BY WALL STUDS SURFACE MUST BE FULLY SUPPORTED 5/16'MIN.DIAMETER LAG SCREWS 5/16"MIN.DIAMETER LAG SCREWS r Digitally signed by John E.Scates,P.E. .~" No.51737 s; Date:2020.09.04 11:4$:24-05'0O' �r For door jambs structural southern pine SP,specific gravity 0.55 or better; SCALE J P ( ) p g y= ODDnone spruce-pine-fir(SPF),specific gravity=0.42 or better. :.'0 ; STATE O� ppp Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) r�®��. / ® �. �❑ ❑ ❑ 000 Hare O /�` �:�iflf�tP11, 03-26-202O Alternative design may be approved by a licensed professional engineer, f/' FS " «• # N Supporting structural elements shall be designed by a licensed professional engineer John E.Scates,P.E. Ili SIGNAL �� Track Bracket Attachment Detail 2560 Kin Arthur,Ste 12454 �18 1111!11 �\ Wood'Jambs for wind loads in addition to other loads. g The suitability of the structural building components must be verified by the engineer of Lewisville,TX 75056 -1 record for the building. Florida P.E.#51737 Professional Engineers seal provided only for C.H.I. Di BJA-1O6R5 TXPE 56308,F-2203 verification of windload construction details.. Drawing: q0ft40PAATWV4 OP BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map 1 Links .Search Product Approval `USER:Public User Product Approval Menu>Product or Application Search>Apylication List>Appllcatfan Detail FL# FL993-R17 Application Type Revision Code Version 2020 Application Status . Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Kinro,Inc Address/Phone/Email 2703 College Ave. Goshen,IN 46528 (574)535-1125 rmanthey@lcil.com Authorized Signature Rick Wright. rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory - . Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Ryan J. King,P.E. Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified,By Product Approval Method Method 1 Option A Date Submitted 09/03/2020 Date Validated 09/10/2020 Date Pending FBC Approval Date Approved 09/16/2020 Summary of Products FL# Model,Number or Name Description 993.1 a. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8" Annealed Insulated Glass with Nail Fin (Nominal Overall Frame Size Max.46 x 61) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R17 C CAC (b)993.1 AAMA Cert.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/18/2025 Design Pressure: +50.0/-50.0 Installation Instructions - Other:See INST 993.1 for installation instructions. (Note- FL993 R17 II (b)Inst 993.1.odf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R17 AE fb) Eval 993.1.pdf Created by Independent Third Party: Yes 993.2 t1b. 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 R17 C CAC (b)993.2 AAMA Cert.odf 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 R17 II (b)Inst 993.2.ndf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R17 AE (b) Eval 993.2.pdf Created by Independent Third Party:Yes 993.3 c.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8" Annealed Insulated Glass with Nail Fin (Nominal Overall Frame Size Max.48 x 72) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R17 C CAC (1)993.3 AAMA Cert.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 R17 II (b)Inst 993.3.odf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 R17 AE (b) Eyal-993.3.p ff Created by Independent Third Party:Yes 993.4 d. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8" Annealed Insulated Glass with Aluminum Nail Fin- (Nominal Overall Frame Size Max.46 x 61) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R17 C CAC (b)993.4 AAMA Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/18/2025 Design Pressure: +50.0/-50.0 Installation Instructions Other:See INST 993.4 for installation instructions. (Note- FL993 R17 II (b)Inst 993.4.odf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 R17 AE (b) Eval 993.4.pdf Created by Independent Third Party: Yes -------------- - --------- -- - -- ----- --- --- -------- ----- 993.5 e. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8" Annealed Insulated Glass.with Aluminum Nail Fin-(Nominal Overall Frame Size Max. 36 x 72) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R17 C CAC (b)993.5 AAMA Cert.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/20/2024 Design Pressure: +50.0/-66.0 Installation Instructions Other:See INST 993.5 for installation instructions. (Note- FL993 R17 II (b)Inst 993,5.odf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 1117 AE (b) Eval 993.5.pdf Created by Independent Third Party: Yes 993.6 f. 9750 SH i Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8" � � Annealed Insulated Glass with Aluminum Nall Fin- (Nominal Overall Frame Size Max.48 x 72) Limits of Use Certification Agency Certificate 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 993.6 for installation instructions.(Note- FL993 R17 II (b)Inst 993.6.pdf Glazing Shall comply with ASTM E1.300-04) Verified By;'Lyndon F. Schmidt, RE,43409 Created by Independent Third Party:Yes Evaluation Reports Created by Independent Third Party: Yes 993.7 g. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact" 5/32".Annealed Monolithic Glass with Nail Fin-(Nominal Overall Frame Size Max.30 x 60) Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Asiurance Contract Expiration Date Impact Resistant: No 10/19/2021 Design Pressure: +40.0/-50.0 Installation Instructions Other-See INST 993.7 for installation instructions. (Note- FL993 1117 11 b)Inst 993,7.pdf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party: Yes Evaluation Reports � Created by Independent Third Party:.Yes 993.8 h. 18.000-11 VS Extruded Aluminum' Vertical Sliding Window"Non-Impact"1/8" Annealed Monolithic Glass with Nail Fin-(Nominal Overall Limits of Use Certification Agency Certificate Approved for use outside KVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/19/2021 Design'Pressure:+40.0/-40.0 Installation Instructions Other:See INST 993.8 for installation Instructions. (Note- FL993 1117 11 b).Inst 993.8.pdf Glazing Shall comply with ASTIVI E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports Created by Independent Third Party:Yes 993.9 1. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact" 3/32"Annealed Monolithic Glass with Nall Fin-(Nominal Overall Frame Size Max.40 x 63) Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/23/2021 Design Pressure: +25.0/-25.0 Installation Instructions Other:See INST 993.9 for installation instructions. (Note- FL993 R17 11 b)Inst 993,9.pdf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 -Created by Independent Third Party:Yes Evaluation Reports Created by Independent Third Party: Yes 993.10 j. 9730 SH with Transom Extruded PVC Single Hung Tilt Window With Integral Mulled Transom"Non-Impact" 1/8"Annealed Insulated Glass with Nail Fin (Overall Frame.Size Max,46.25"x 84.0) Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/23/2022 Design Pressure4 N/A Installation Instructions Other:See INST;93.10 for installation instructions. (Note- F�993 R17 11 b) Inst 993,lo.pd Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports Created by Independent Third Party: Yes x,^.0 k. 9730 SH Twin with.Transom Exo"mcu PVC Integral rmnov /~m Single Hung Tilt~movv with Integral Mulled Transom z»r Annealed Insulated Glass with Nail Fin(Overall Fnmesuemax. rz.s^x | 7o.$) ( — ---- �------ -'-------'--------------'—l— '----- —�------' ---'�--'--'----------'---| /Limits mvUse /Certification Agency Certificate | Approved for use in HVHZ: No FL993 R17 C CAC (b)993,11 AAMA Cert(DP Pos 40 Neg Approved for use outside HVHZ:Yes 40)_p_df Impact Resistant: No FL993 R17 C CAC (12)993.11 AAMA Cert(DP Pos 40 Neg Design Pressure: N/A 50)_pdf 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 R17 II (b)Inst 993.11.pdf Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 R17 AE (b) Eval 993.11.pdf Created by Independent Third Party: Yes 993.12 I. 9730 SH Triple Extruded PVC Integral Mulled Triple Single Hung Tilt Window "Non-Impact" 1/8"Annealed Insulated Glass with Nail Fin (Overall Frame Size Max. 109.0"x 68.0") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R17 C CAC (b)993.12 AAMA Cert(DP Pos 40 Neg Approved for use outside HVHZ:Yes 40)_pdf Impact Resistant: No FL993 R17 C CAC (b) 993.12 AAMA Cert(DP Pos 40 Neg Design Pressure: N/A 50_pdf Other:See INST 993.12 for installation instructions. (Note- Quality Assurance Contract Expiration Date Glazing Shall comply with ASTM E1300-04) 04/24/2025 Installation Instructions FL993 R17 II (b)Inst 993.12.pdf Verified By: Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 R17 AE (b) Eval 993,12,pdf Created by Independent Third Party:Yes L'adt IL'c::i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coo r ht 2007-2013 State of Florida.::Privacy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: e0hect ®. Credit Card Safe % �` .- � n 31.75 MAX.OVERALL HN WIDTH 3501 CR 6 EAST 30.0-MAX.OVERALL FRAME WIDTH Ql', ELKHART, IN 46514 �y,• :'�� °n01m za O0 �———— aq.r� 0 SERIES 18000—R VS ��'— Ng 9aoa0. maa9! ALUMINUM VERTICAL E-� -_ � SLIDING WINDOW I ® I sa w/ NAILING FIN I 3 i oz "NON-IMPACT" I �� I 15 3 ZU J j 3 GENERAL NOTES > < o w 1. This product anchoring drawing has been developed in compliance with the 7th Edition 'O I d (2020)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the I / I o Certification Agency Certificate for saes,specifications and ratings. g o I a a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to I I a base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. I I o> >m I I 3. Wood screws shall be installed Following Installation instructions of ANSI/AF&PA NDS 2015.All I I g other fastener types to be Installed following fastener manufacturer's installation instructions. j- 1 4. Fastener embedment depths,edge distances and center-centeurer n no rdistances shall be as I I wspecified by the fastener manufact but i instance shall they be less than shown in this I N odrawing. I iE N - 5. Where shims are used,they must be a'tlgid/stiff'material that compiles with the o o requirements of the FBC. S oov'o . 6. Positive and negative design pressure requirements for use with this drawing shall be a determined by others for speck jobs in accordance with the governing code. N^2= O N N Q J 7. Site conditions not covered by this drawing are subject to further engineering analysis. o N w 3 v = _ mnminZ a 0 TABLE OF CONTENTS wrE 02 10 T 2 Z W SREErti DESCRIPTION -OVERALL . OVERALL. .-..:DESIGNP.RESSURE:�Sf) g 1 T icaI elevation,desl n pressures&general notes N.T.S. z _:`.`.;:FIN. .:.(,' ,- .FRAME '- ,. sots 5 2 Horizontal&vertical cross sections&bill of materials QIINENSION'.._ ;DIMENSIOfd ::POS(i1VE'' NEGATIVE : o^o•BY: JK m cwc sr: LFS 3 3 Horizontal&vertical cross secfions and glaring detail x 61.62" 30.0"x 60.0" +4Q,0 -40:0 oxnwnc uo.: a 4 Buck&frame anchoring N FL=993.8 c N v sir 1 OF 4 v d R.\Clients\Kinm PERMANENT\+-Florida Product Approvals\FL-993 Single Hung\C-Drawings\FL-993(2020)\FL-993.8.dwg,2.8 N� -d ° a \� ° d IMI�NIIIMM m Z m � 8 d NO-n m C7 (7 �+ N~ X CD A.�n D EG Oro T (.�in� n N N o Z Z° OrZn?U`m Av=Or GO =09 rOVn 3� p a y=r Np n I -0— •=y Z� -'Nn rn N Or Z ?nn m >< Z Z Z n Z O 7O z r; 3 Z pOy Do mar�i a 30 0 A �a M. OA D� y Z m ' r�p)O Oo A O �3 �z n ° O JZ O ,nA m�rOr 00 n . ° a 'rrtrtrtTli'ii P . v n 0 N N n d D m a ° e In N T A e G > G Z � 1-1/4"MIN. 1-1/4"MIN. EMB.TYP. EMB.TYP. ttt\III11//j/ .z V Nl0 4 4tae r/'. =1k� * E* September 3,2020 $� Q ,PRODUCT: Document,Prepared By:—oV, .•• Lyndon F. Sehmldt //i/ RpFpDp'•Q`� r o NKDATE UPDATE TO 7TH ED. 2020 FBC DAC VERTICAL SIJDINC WINDOW P.E. No. 4340 UPDATE TO 6TH ED. 2017 FBC JKw REVISE FRAME SRE NEW iESi LFS PART OR ASSEA7BLY: ///�� BUILDING CONSULTANTS, INC. UPDATE TO 5TH ED. 2014 FBC JK '1 li P.O. Box 230. VDlrieo, FL 33595 t HORIZONTAL & VERTICAL CROSSn� BY SECTIONS & BILL OF MATERIALS Phone No.: 813.859.9197 REVISIONS I FBPE Regletry No. 9813 '�201 2 R.W.BUILDING CONSULTANTB INC. R'1Clients\Klnro PERMANENTA-Florida Product Approvals\FL-993 Single Hung\C-Drawings\FL-993(2D20)\FL-993.8.dwg,3.8 W—1 W Pi 0 d Q Q N b 10 �o w. O W° Z --� T 47 � z m n z rn O O Z W N 1—�-4 e� M a t- n la A O 2 ' G1 ��114,SCHM��rirf� .�� V,.•'yyCBtl�••.I` i� NO.43409 Septembe1-3,=0 $ . . PRODUCT: DoCUCNnta Pn>♦fet'ed BY:r r Lyndon F. Schmidt rf+ ••••• ; �•••• ��` UPDATE TO 7TH E0. 2020 FBC OAC VERTICAL SLIDING.WINDOW P.E. No. 43+t08 frrjrr ON Z y 7 f0 03 17 UPDATE TO 6TH ED. 2077F73C JK rr!!l/ittttll w " r. ` y q 6 2 23 76 REVISE FRAME SIZE NEW TEST LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. f h In 5 2 23 15 UPDATE TO 5TN ED. 2014 FBC JK P.O. Box 230, VDlrtco, FL 33595 NO DATE gY HORIZONTAL & VERTICAL"CROSS Phone No.: 813.859.9197 REVISIONS SECTIONS AND GLAZING DETAIL FBPE Registry No. 9813 2012 R.W.BUILDINe CONBULTnNTe INC. 3.5'MAX. 3.5"MAX. J��,```„ * r►I��'''i 4" O.C.(TYP.) O.C.(TYP.) a 0:Z- o � ' •� FRAME / :W Z =a m ri eTylp. TYP. D lv TYP. F '�r�rr►� �� Aq�� o�, ® 0 0 6 N o 2X BUCK o a v c� x i o z� � 2X BUCK `? FRAME / u)e m d a - m 1 y NL 0 3d MASONRY MASONRY "o �d z w OPENING OPENING / / z h_ i w N U ¢ m cc ' O o ff O K rg a a BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING 'co 2X BUCK 2X STUD 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT N ' OF RECORD BASED ON WIND LOADS N N N AND THE CLADDING BEING USED. o o w o n W W N W z CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. N G uj in N edge distance to mortarjoints. Fo o 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to W 000 maintain the min.edge distance to mortar joints,additional concrete anchors a a a a maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. »o Z 3. Concrete anchor table: MINr'CLEA'RANCE.:: MIN:CLEARANCE- d 'ANCHOR:' ANCHOR.'..;:,..;MIN::::. :.; WIN.-CLEARANCE. N a : : •; TOMEAD'SGOEN:.R Y.;... :T..O ADJACENT ...`TYPE: : M : ' . N N Z M :.:A . . 0 z � TAITW V 1/4" 1-1/4" 2" 4" DATE 02 l0 12 o a M E N.T.S. ELCO ULTRACON 1/4" 4" MG.BY. JK ® m M.ar: LFSo 3 WOOD SCREW INSTALLATION NOTES: oauve c No.: b 1. Maintain a minimum 5/8"edge distance, I"end distance,8.1"o.c.spacing of FL-993.8 0 wood screws to prevent the splitting of wood. sxcEr 4 a f — Business :& Professional1 . , 4 — BCIS Home Log In I User Registration. Hot Topics Submit Surcharge Stats&Facts Publications I Contact U.s "� BCIS Site Map I Links Search Honda Product Approval — USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail - FL# FL12231-R5 �Y Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Style Crest Inc. Address/Phone/Email 600 Hagerty Drive Fremont,OH 43420 (419)333-5835 - 16wis.pope@stylecre.st.net Authorized Signature - Lewis Pope lewis.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 Drive Fremont,OH 43420 .(419)333-5835 lewi.s.pope@stylecrest.net Category Panel Walls Subcategory Siding. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation.Report-Hardcopy Received " Florida Engineer or Architect Name who.developed the Douglas Berger,PE Evaluation Report Florida License PE-84578 Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By William R. Heiden III,P.E. f,' Validation Checklist-Hardcopy Received Certificate of Independence FL12231 R5 COI Cert of Independence DJB 2018-04-11 lidf. Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2017 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12231 R5 Equiv Equivalehce'of Product Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/09/2020 Date Validated 10/19/2020 Date Pending FBC Approval 10/26/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 12231.1 6.5 Beaded Vinyl Siding Beaded 6.5 Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 RS II Installation Instructions,pdf Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf Impact Resistant: No Verified By: Douglas Berger, PE PE84578 Design Pressure: +N/A/-45 Created by Independent Third Party: Yes Other: Evaluation Reports FL12231 RS AE Evaluation Report STC111111-8.pdf Created by Independent Third Party: Yes 12231.2 Board and Batten Vinyl Siding Board and Batten 7 Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf Impact Resistant: No Verified By: Douglas Berger, PE PE84578 Design Pressure: +N/A/-65 Created by Independent Third Party: Yes Other: Evaluation Reports FL12231 R5 AE Evaluation Report STC111111-8.pdf Created by Independent Third Party: Yes 12231.3 Fairfield and Alpine Ridge Vinyl D4, DL4, DS and DL5 Configurations Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R5 II Installation Instructions,pdf Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf Impact Resistant: No Verified By: Douglas Berger, PE PE84578 Design Pressure: +N/A/-123 Created by Independent Third Party:Yes Other: Design pressure varies based on the installation Evaluation Reports method. Please refer to the evaluation report for the proper FL12231 R5 AE Evaluation Report STC111111-8.pdf design pressure based on the installation. Created by Independent Third Party: Yes 1 3 Oak Harbor and Bristol Bay Vinyl D4,DL4.5, D5, DL5 Configurations Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf Approved,for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf Impact Resistant: No Verified By: Douglas Berger, PE PE84578 Design Pressure: +N/A/-123 Created by Independent Third Party:Yes Other: Design pressure varies based on the installation Evaluation Reports method. Please refer to the evaluation report for the proper F62231 R5 AE Evaluation Report STC111111-8.pddf design pressure based on the installation. Created by Independent Third Party: Yes 12231.5 Pro Pride Vinyl Siding DL4.5 Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf Impact Resistant: No Verified By: Douglas Berger, PE PE84578 Design Pressure: +N/A/-111 Created by Independent Third Party:Yes Other: Design pressure varies based on the installation Evaluation Reports method. Please refer to the evaluation report for the proper FL12231 R5 AE Evaluation Report STC111111-8.pdf design pressure based on the installation. Created by Independent Third Party:Yes 12231.6 Spiegel Grove and Addison Heights D4, DL4.5, D5, DL5 and T3.33 Configurations Vinyl Siding Limits of Use -_-_ -._----_----- - Installation Instructions- --------—_ Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf Approved for use outside HVHZ:Yes FL12231 R5 II VSI 2020 Installation-Manual.pdf Impact Resistant: No Verified By: Douglas Berger, PE PE84578 Design Pressure: +N/A/-125 Created by Independent Third Party: Yes Other: Design pressure varies based on the installation Evaluation Reports method. Please refer to the evaluation report for the proper FL12231 R5 AE Evaluation Report STC111111-8.pdf design pressure based on the installation. _ Created by Independent Third Party:Yes 1.2231.7 The Carrington Collection D4 and DL4,5 Configurations Limits of Use Installation Instructions Approved for use in HVHZ:_No FL12231 R5 II Installation Instructions.pdf Approved for use outside HVHZ:Yes FL12231 RS II-VSI-2020 Installation-Manual,ff" Impact Resistant: No Verified By: Dougla's Berger, PE PE84578 Design Pressure: +N/A/-71 Created by Independent Third Party:Yes Other:Design pressure varies based on the installation Evaluation Reports method, Please refer to the evaluation report for the.proper FL12231 R5 AE Evaluation Report STC111111-8.pdf design pressure based on the installation. Created by Independent Third Party:Yes - Back Ncxt contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State,of Florida is an AA/EEO employeK Copyright 2007-2013 State of Florida.::Privacy.Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released In response to a public-records request,do-not send electronic mail to this entity.Instead;contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'0ursuant to Section 455.2�5{2}, Florida Statutes,effective October 1,2012,licensees licensed*under Chapter 455,F.S.must provide the Department with an email address if they have,one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide'the Department with an email address which can.be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card' Safe ROMFL12231-R5 Installation Instructions: Attachment Details Table 1:Allowable Pressures Allowable Pressure"(psf) Typical Nails3 Staples3 Additional Product Thickness. Product'Name Names Profile (in.) 16"oc. 8"oc 16"oc 8"oc D4,.DL4 87 123 56 --- Fairfield Alpine Ridge 0.044 D5, DL5 43 88 43 --- D4,.DL4.5, D5, 71 Spiegel Grove Addison Heights DL5,T3.33 0.040 58 125 1194 -- D4 87 123 56 --- Oak Harbor Bristol Bay 0.042 DL4.5, D5, DL5 43 . 88 43 -- Pro Pride -- 131-4.5 0.038 53 100 47 111 514 Carrington Collection -- D4,-DL4.5 0.046 565 5 -- 71 --- 6.5 Beaded -- Beaded 6.5 0.044 45 --- --- -- Board and Batten -- Board and Batten 7 0.048 65 when nailed_at --- -- 12"oc into 7/16 OSB I Allowable pressure determined in accordance with ASTM D3679-17,calculated using the following equation: Dr =Pe/(0.5 x 1.5), where Pt is the average maximum sustained static test pressure. 2 Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the `�`®�� ce�s•�C�'®® withdrawal strength of the specified connectors in the structural framing must be designed in accordance with accepted engineering practice by a registered design professional. o. 57 3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of installation. °The second_value is for Double Stapled at 16"oc. s _ 5 The first value is for installation through the top nail slot of the double hem',the second value is for installation ®� through the bottom. ®t, . STD t JF ,�® 10/7/2020 FL1223.1=R5 1'h11� n'MYI ryl t(%.Com ' 1.. The product illustrated satisfies the requirements'forthe.Florida'Building Code Seventh Edition (2020) NOT including the HVHZ. 2. The installation drawings:depicted are.in accordance with the.Florida Building Code and the manufacturer's- installation requirements. 3. The-products must be'installed over a minimum 7/16"wood structural'panel sheathing.(Plywood or OSB).with an approved weather resistive barrier-placed under the siding 4. Flashing must.be installed as necessary of ail openings, penetr6tions'or-abutments of.dissimilar'materials as , required by the BuildingCode. 5. .Wood.framing.installations.are assumed to be 2X S-P-F.(G=.0.42).or denser. For installation into wood framing use 1-1/2".long 11 Gauge roofing_nails or 7/W' X 1671/2" long X 16 gauge staples 6. The fastener must be able to penetrate,not less that 3/ inch into the framing or furring. A 1/16 to:-1/32-inch space.: shall be between the fastener head.(nail orstaple) and.the face:of the vinyl.nailing hem- so as not to restrict movement due to expansion and contraction: is�tua'i 7. Corrosion-resistant fasteners shall be used. --' -- o. t57Zz ' s.. E sir . t/9il lititl. 10/7/2020 Page-2 of 3 FL12231=R5 trrre�.nt+x ccn Wall Width 8 SPF WOOD FRAMING SPF WOOD FRAWNG 1 B'OC ) 18' Oc (TYP.) ................. 7/I6' SHEATHING (PLYWOOD OR'OSB). 7/16' SHEATHING MOMURE BARRIER YVaII,HC:I jht ___--_— (PLYWOOD OR OSB) MOISTURE'BARRIER VINYL SIDING. VINYL SIDING FASTENERS (SEE NOTES & CHART ON PAGE 1) .B sEcnoN a=s. Z o. 157 REVISIONS STYLE CREST, INC.so K%XW ow m Atcow.awo.ano .c-mor-�rro .0 ` ST EOF ; ` v�o.. VINYL SIDING mRra�i.o=ie, ✓��a �..�OR.... �\`! , aac m„ m/r/n sbtaumw omts 'till I-III0 10/7/2020 Page 3.of 3