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HomeMy WebLinkAbout2008 - 00031 - attached deck CITY OF ORONO PERMIT NO.: 2008-00031 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 07/14/2008 (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 850 WILLOW VIEW DR PIN : 28-118-23-44-0014 LEGAL DESC : WILLOW VIEW : LOT 003 BLOCK 002 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : DECK ATTACHED ACTIVITY : 434-RESIDENTIAL VALUATION : $ 10,000.00 NOTE: DECK REPLACEMENT APPLICANT PERMIT FEE SCHEDULE 191.75 HETHERWOOD PLAN REVIEW 124.64 5469 US HWY 12 P.O. BOX 358 STATE SURCHARGE(VALUATION) 5.00 MAPLE PLAIN,MN 55359- TOTAL 321.39 (952)472-1600 Minnesota State License#: 20349868 OWNER KOETTING,BETH 850 WILLOW VIEW DR LONG LAKE,MN 55356 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible fqr assuring all required inspections are requested in conformance withe State Building Code.This permit may be revoked any time or due c.�! - , 4 7 / / q / O'. / 7/ 7 / ‘dr EYpleant Permitee i_ . re Date I• , d By Signature nature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Total Fee: c)/. Date Received: / 0 Entered By: Permit#:. , D♦ - - /4'33? CITY OF ORONO - BUILDING PERMIT AP 'LICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR, O TRACTOR JOB SITE ADDRESS: D 00 1,1t!I I Q K V t W VO ZIP: GG ?J�'� Will this be K"arade of Homes,Remodelers Showcase Home or other Display Home? Yes No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non permitted events will not be allowed. l� NAME OF OWNER: r6z 4 M i awl �Q(thM PHONE: (home)61.c )413 (work) MAILING ADDRESS: "t O 011011/ VI V ITY: O VD hI Q ZIP: (p CONTRACTOR: -01'N�b�G PHONE: (G s 7f)/t-1 -I l`a CONTACT PERSON: --1-r I MOBILE/PAGER: MAILING ADDRESS: p 0 Y7�'X 2jc ' CITY: PAAOI(Ptd,l17)ZIP: 5.-c55 -3-1 STATE LICENSE: # EXPIRATION DATE: ARCHITECT/ENGINEER: A PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION: # TYPE OF WORK: New Home Addition Accessory Structure Move Home Remodel/Alteration(ie: Siding, Windows) )( Any earth movement may require MCWD review and permits! PROPOSED WORK(describe in detail): Pt' ' r?I l/ STORIES: SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED ESTIMATED CONSTRUCTION VALUATION(excluding land): $ /0 i err-) I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: A,QU ' TE: —0/ (j 31 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himselfshall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement.The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S.13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. althor) i—U Iiyv Fir-st Middle Last Pa IOx & Address MiL' pIal.f') N 5-33 ) 4- - ,öV Ci-ty State Zip Phone I understand my ights as s . :d above. C' Signature 32 MINNESOTA DEPT. OF LABOR & INDUSTRY Construction Codes and Licensing Division 443 Lafayette Road N. St. Paul, MN 55155-4344 HETHERWOOD REPAIR AND MAINTENANCE SPECIALISTS HETHERWOOD 5469 US HWY 12 PO BOX 358 MAPLE PLAIN, MN 55359-0358 �' � to a of Mt nesota Construction cod and Licensing Division "r=;=p� y 1-.Pe artment of Labor and Industry ry T�Ie�ilone: (651� 284-5065 443 yRoad N. �,�. > mss, LafayetteE-mail address: dli.cantractor@state.mn.us -",fAM.`'3 'v St. Paul MN 55155 434 Website address: www doli.state.mn us: Residential Building Contractor License Legal Name HET. ERERWOOD.REPAIR AND MAINTENANCE SPECIfALt T E usiness tructure: DBA: HETHERWOOD CORPORATION Address: 5469 US HW PO BOX 358.. MAPLE PLAIN,MN 5,5359-0358 ..` License Identification Number. 20349868 QualifyingPerson: WILLIAM B WOODS License Expiration Date 3/3~112009 Continuing Education 7 hours due by 313112(1°9 , CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: '?ASO W(L, (-NR PID: DESCRIPTION OF WORK: OtEc ZONING REVIEW BY: . - DATE APPROVED: MO/Ce BUILDING REVIEW BY.•$ (Q,U � ._ DATE APPROVED: -RD-oce, FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No PLAN REVIEW Yes ,/' No SEWER CONNECTION STATE SURCHARGE Yes No WATER CONNECTION INVESTIGATION FEE Yes No ✓ PARK FEE SAC Yes No v SITE INSPECTION Number of SAC Units OTHER (spec) ZONING CHECK LIST Zoning District: n Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes ✓ No Date of Survey: (' • 3- 02 Proposed Setbacks: Front(4e): 1 t 3 i'• Right Side: (Al 7.1• Rear(Street): 133' t Left Side: SY' ]: Adjacent Structures: VO IA Wetland: --DU 1 r t `'"° � """' e"sc 4 Building Height: Def Hgt. /V I Or Peak Hgt. — Lot Coverage: N I A Grading: Staff Approval Date: IV I✓fir By: Council Approval Date: — Septic: Staff Approval Date: nl I✓} By: Zoning File: # — Resolution: # -- Resolution Date: Shore/and District: N° MCWD Permit: Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS(in house): 1.-vo pcAnd c-,-, r`, � 14 \ t 1 e. ►- rQr v;(Q.. tom• l(o'/�.' h.� a-✓ �oiAein V.Q.Q,�1r12-4-n12- - w \ 1S h kCiy e_A ) LOA(cls 416 ero (ec+ CicvSh 33 BUILDING REVIEW CHECK LIST UBC: 2 • 3 CONSTRUCTION TYPE: y N Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 10, 000 — Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection p( Footing Septic Sewer Connection 0( Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well(State Permit) -Final Grading/Filling Electrical(State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 34 k., -i ESR-1190 ES REPORTTM Issued June 1, 2005 This report is subject to re-examination in one year. Business/Regional Office■5360 Workman Mill Road,Whittier,California 90601 ■(562)699-0543 ICC Evaluation Service, Inc. Regional Office•900 Montdair Road,Suite A,Birmingham,Alabama 35213 •(205)599-9800 www.icc-es.org Regional Office•4051 West Flossmoor Road,Country Club Hills,Illinois 60478•(708)799-2305 DIVISION:06—WOOD AND PLASTICS polyethylene by weight,and is an alternative to preservative- Section:06500—Structural Plastics treated or naturally durable lumber.Trex®is manufactured by Section:06610—Plastic Railings and Guards a continuous extrusion process, in accordance with the Trex Company quality control manual,producing comparable solid REPORT HOLDER: sawn lumber-sized members up to a nominal thickness of 3 inches(76 mm)and a maximum nominal depth of 12 inches TREX COMPANY,INC. (305 mm)in seven colors(saddle,woodland brown, natural, 160 EXETER DRIVE madeira, burnished amber, cayenne and winchester grey) WINCHESTER,VIRGINIA 22603-8605 and two textures(Trex Origin TM and Trex AccentsTM). (540)542-6300 Trex® shall not be used in framing applications, such as www.trex.com components of trusses, or as joists, rafters, studs, beams, columns, or axial loaded posts. Refer to Section 4.1 for EVALUATION SUBJECT: additional information on structural capacity. TREX® COMPOSITE LUMBER, TREX® HS24, TREX 2x2 3.2 Deck Board: BALUSTERTm,TREX 13/8 SQUARE BALUSTER, TREX 4x4 3.2.1 General:Trex®is manufactured in sizes comparable RAIL POSTTM,TREX®DESIGNER HANDRAIL to solid sawn lumber-sized members up to a nominal thickness of 3 inches(76 mm)and a maximum nominal depth 1.0 EVALUATION SCOPE of 12 inches (305 mm). See Figures 1 and 2 for a typical Compliance with the following codes: cross section. The Trex® nominally 2-inch-by-6-inch [actual dimensions 1.5 inches by 5.5 inches (38 mm by 140 mm)] • 2003 International Building Code®(IBC) and nominally 2-inch-by-8-inch[actual dimensions 1.5 inches • 2003 International Residential Code®(IRC) by 7.25 inches (38 mm by 184 mm)] composite lumber is permitted to be used as stair treads provided the maximum • BOCA®National Building Code/1999(BNBC) span does not exceed that stated in Table 2 of this report. • 1999 Standard Building Code°(SBC) 3.2.2 Durability: When subjected to weathering, insect • 1997 Uniform Building Code TM (UBC) attack, and other decaying elements, material used to manufacture Trex®is equivalent in durability to preservative- Properties evaluated: treated or naturally durable lumber when used in locations • Structural described in Section 2.0 of this report. Trex® has been evaluated for a temperature range from -20°F (-29°C) to • Surface-burning characteristics 125°F(52°C). • Durability 3.2.3 Surface-burning Characteristics: When tested in 2.0 USES accordance with ASTM E 84,Trex®has a flame-spread index of no greater than 200. The Trex® Composite Lumber Trex® HS24 and Trex 2x2 BalusterTM are recognized for use as a flooring, guardrail 3.3 Guardrail System: (guard), or nonstructural trim component for exterior 3.3.1 General: Trex® members designated as Trex 2x2 balconies, porches, decks, stair treads and other exterior BalusterTM,Trex 13/8 Square Baluster,Trex 4x4 Rail PostTM walking surfaces of Type V-B (IBC), Type V-N (UBC), Type and Trex®Designer Handrail are permitted for use in guardrail 5B (BNBC), and Type VI (SBC) construction, and in assemblies constructed in accordance with Tables 4 and 5. structures constructed in accordance with the IRC. The use of these rails as"handrails" is outside the scope of The Trex® Designer Handrail evaluated in this report is this report. These rails are only permitted for use as guards limited to exterior use as a guardrail system for balconies, in accordance with the applicable code. See Figure 3 for porches,and decks of Group R Occupancy buildings of Type typical component cross sections. V-B(IBC)and Type V-N(UBC)construction,and in structures constructed in accordance with the IRC. 3.3.2 Durability: When subjected to weathering, insect attack, and other decaying elements, material used to 3.0 DESCRIPTION manufacture Trex®is equivalent in durability to preservative- 3.1 General: treated or naturally durable lumber when used in locations described in Section 2.0 of this report. Trex® has been Trex® is a wood thermoplastic composite lumber (WTCL) evaluated for a temperature range from -20°F (-29°C) to made from 50 percent wood fiber and 50 percent 125°F(52°C). .FS REPORTS- are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as to any ANSI finding or other matter in this report,or as to any product covered by the report. NIP i a cx mm,ci arnIFunrar Copyright©2005 Page 1 of 8 Page 2 of 8 ESR-1190 3.3.3 Surface-burning Characteristics: When tested in accordance with this report, the system complies with the accordance with ASTM E 84,Trex®has a flame-spread index structural load requirements specified in the applicable of no greater than 200. building code for lateral load conditions applied to balcony 4.0 DESIGN AND INSTALLATION railings and guardrails. 4.3.2.1 Trex® Railing Assembly: The system covered in 4.1 General: Table 4 is capable of resisting a uniform load of 50 lbs/ft.(730 Installation of Trex® shall comply with this report and the N/m)or a concentrated load of 200 pounds(890 N)applied manufacturer's published installation instructions. The horizontally to the top of the rail.Additionally, the system is manufacturer's published installation instructions shall be capable of withstanding a load of 200 pounds(890 N)applied available at the jobsite at all times during installation.When horizontally over a 1-square-foot(0.093 m2)tributary area of the manufacturer's published installation instructions differ the balusters,and a 200-pound(890 N)concentrated load at from this report,this report shall govern. the top of the post. 4.2 Deck Boards: 4.3.2.2 Trex® Designer Rail Assembly: The system covered in Table 5 is capable of resisting a uniform load of 50 4.2.1 General: Allowable withdrawal and lateral design lbs/ft. (730 N/m)or a concentrated load of 200 pounds(890 values for nails and bolts used as fasteners in Trex®material N)applied horizontally to the top of the rail.Additionally,the shall be determined using the nail and bolt design formula in system is capable of withstanding a load of 50 pounds(222 accordance with the applicable code requirements for solid- N) applied horizontally over a 1-square-foot (0.093 m2) sawn lumber.For purposes of fastener calculation only,Trex® tributary area of the balusters, and a 200-pound (890 N) shall be assumed to have an effective specific gravity of 0.50. concentrated load at the top of the post. There shall be no increases made to the load values indicated in the AF&PA NDS when designing fasteners for 5.0 CONDITIONS OF USE Trex®.Refer to Table 5 of this report for minimum nail spacing distances. Trex®shall be fastened using fasteners with the The Trex® Composite Lumber described in this report following diameters: complies with,or is a suitable alternative to what is specified in,those codes listed in Section 1.0 of this report,subject to a. Nails having diameters less than or equal to 16d common the following conditions: wire[0.162 inch(4 mm)] 5.1 Trex®shall not be used as a component of trusses or b. Screws having diameters less than or equal to No. 12 structural diaphragms,and shall not be used in framing [0.216 inch(5.5 mm)] applications for joists, rafters, studs, beams, columns, c. Bolts having diameters less than or equal to 1/2 inch(12.7 or posts. mm) 5.2 The design and installation of Trex® shall be in 4.2.2 Structural: accordance with this report and the manufacturer's published installation instructions. 4.2.2.1 Deck Boards: Table 1 lists the allowable stress values for Trex® lumber, Trex® 2x2 BalusterTM and Trex® 5.3 When Trex®is used in guardrail assemblies,information HS24 lumber. These values shall not be adjusted by any of shall be submitted to the code official to verify the adjustment factors permitted for wood framing by the compliance with Tables 4 and 5 of this report. When AF&PA NDS or applicable code, with the exception that required by the applicable code or the code official, increases for load duration shall be permitted.The allowable such documents shall be prepared,signed and sealed, stress values are applicable in uses up to a temperature of and submitted by a registered design professional in 125°F(52°C). accordance with the registration laws of the state in which the project is located. Table 3 lists allowable spans for Trex® used as planking (flatwise bending). This table shall be used for determining 5.4 The maximum design stresses for Trex®, Trex® HS24 the maximum allowable span ofTrex®used as decking unless and Trex 2x2 BalusterTM shall comply with those listed the user/designer submits structural calculations to the code in Table 1.The maximum spans of decking shall comply official for approval of additional span lengths using the with Table 3 unless structural calculations, in design values indicated in Table 1. accordance with Table 1, are provided. Guardrail assemblies shall comply with Tables 4 and 5. 4.2.2.2 Deck Boards Used as Stair Treads:Trex®2-inch- by-6-inch (51 mm by 152 mm)and 2-inch-by-8-inch (51 mm The design values listed in Tables 1, 2 and 3 of this by 203 mm)composite lumber,when used as a stair tread,is report are for loads of normal duration and are satisfactory to resist the code-prescribed concentrated load applicable to either dry or wet conditions of use.There of 300 Ibf(1.33 kN)when installed at a maximum center-to- shall not be any allowable design stress increases center spacing of 12 inches (305 mm), and shall have a permitted by the applicable code or the AF&PA NDS, minimum of three continuous spans over four supports.Trex® with the exception that increases for load duration,such 5/4-inch-by-6-inch (32 mm by 152 mm) composite lumber, as due to impact,shall be permitted.The design values when used as a stair tread, is satisfactory to resist the code- are applicable in uses up to a temperature not prescribed concentrated load of 300 lbf (1.33 kN) when exceeding 125°F(52°C). installed at a maximum center-to-center spacing of 10.5 5.5 Allowable capacity of fasteners installed in Trex®shall inches (267 mm), and shall have a minimum of two comply with Section 4.2.1 of this report. continuous spans over three supports. 4.3 Guardrail System: 5.6 Trex®used as decking shall be designed and installed to limit bending deflection under total design load to less 4.3.1 General:Fasteners used to construct guardrails shall than or equal to L/360. comply with the footnotes of Tables 4 and 5. 5.7 Trex®shall be limited to use with building types where 4.3.2 Structural: Tables 4 and 5 indicate material and the use of combustible material is permitted.Trex®shall installation requirements for the Trex®Railing Assembly and not be used as a component of heavy timber the Trex® Designer Rail Assembly. When installed in construction. Page 3 of 8 ESR-1190 5.8 The use of the Trex® as a component of a fire- 5.15 Use of deck boards as a walking surface of the means resistance-rated assembly is outside the scope of this of egress is outside the scope of this report. report. ® 5.16 Trex®is produced in Winchester,Virginia,and Fernley, 5.9 Trex® decking shall be gapped to permit adequate Nevada, under a quality control program with drainage in accordance with the manufacturer's inspections by PFS(AA-652). published installation instructions. Trex® shall not be 6.0 EVIDENCE SUBMITTED attached to any solid surface or watertight flooring systems, such as sheathing, waterproof membranes, 6.1 Data in accordance with the ICC-ES Acceptance concrete, roof decks or patios. Criteria for Thermoplastic Composite Lumber Products 5.10 Trex® shall be fastened directly to the supporting (AC109),dated June 2004. construction. At the request of the code official, 6.2 Data in accordance with the ICC-ES Acceptance calculations shall be submitted to confirm that the Criteria for Deck Board Span Ratings and Guardrail construction supporting Trex® has been designed to Systems (Guards and Handrails) (AC174), dated April resist all of the applicable loads. 2002 (editorially revised July 1, 2004; corrected 5.11 The compatibility of the fasteners, metal post mount December 2004). components and other metal hardware with the 7.0 IDENTIFICATION supporting construction, including chemically treated wood, is outside the scope of this report. The Trex® described in this evaluation report shall be identified on each piece with the manufacturer's name and 5.12 Deck boards shall be installed in a minimum of a two- address,the product name, the manufacturing location, the span condition. Deck boards used as stair treads shall name or logo of the inspection agency (PFS) and the be installed in a minimum of a two- or three-span evaluation report number(ESR-1190). condition as indicated in Table 2. Additionally, Trex® shall have the date of manufacture 5.13 The allowable design values for Trex® greater than 3 stamped,labeled or branded into each piece as part of the lot inches thick have not been evaluated and are outside number. the scope of this report. 5.14 The use of Trex®as a handrail has not been evaluated and is outside the scope of this report. TABLE 1—ALLOWABLE DESIGN STRESS VALUES FOR TREX® ASTM PROPERTY ALLOWABLE DESIGN VALUES(psi)''Z'3'4 STANDARD Trex® Trex Trex (Maximum 3-inch 2x2 Baluster TM HS24 Thickness) ASTM D 4761 Flexural stress 250 600 375 ASTM D 198 Tension 250 350 250 ASTM D 476-1 Modulus of elasticity 1.0 x 105 2.0 x 105 1.7 x 105 ASTM D 198 Compression parallel to grain 550 1,000 550 ASTM D 198 Compression perpendicular to grain 625 1,000 625 ASTM D 143 Shear 200 250 200 1, For SI: 1 psi=6.89 kPa, 1 pcf= 16.02 kg/m3,t°C=(t°F-32)5/9. 'Trex®used as decking shall be designed and installed to limit computed deflection under total design load to less than L/360. 2Design values indicated are applicable for uses where temperatures do not exceed 125°F(52°C). 3Trex®has a density of approximately 60 pcf,and Trex 2x2 BalusterTM has a density of approximately 64 pcf. 4The allowable design values for Trex®more than 3 inches(76 mm)thick have not been evaluated and are outside the scope of this report. Page 4 of 8 ESR-1190 TABLE 2—MAXIMUM STAIR TREAD SPANS DECK BOARDS USED AS STAIR TREADS MAXIMUM SPAN(in)1•2 Trex 5/,x 6 Deck Board 10.5 Trex 2 x 6 and 2 x 8 Deck Boards 12.0 For SI: 1 inch=25.4 mm; 1 lbf/ft2=47.9 Pa. 'Maximum span is measured center-to-center of the supporting construction. 2 5/4 x 6 Deck Boards are based on a two-span condition,and 2 x 6 and 2 x 8 Deck Boards are based on a three-span condition. TABLE 3—TREX®DECKING SPAN CHART'•'•3 MEMBER SIZE MAXIMUM UNIFORM LIVE LOADING 100 psf I 200 psf Maximum Member Span Between Supports 5/4®6 16 inches 12 inches 2 x 4,2 x 6,2 x 8 20 inches 16 inches 3 x 6 Not determined 24 inches HS24 Marine Grade 2 x width 24 inches 16 inches For SI: 1 inch=25.4 mm, 1 psf=48 Pa. 'Tabulated span values are for Trex®members used as planking(flatwise bending).The values are permitted to be used in lieu of application- specific calculations.Other applications or loading conditions require submittal of design calculations,showing compliance with this evaluation report,to the code official for approval. 'Trex®members shall be supported by a minimum of three joists and shall be fastened at each joist. 'Tabulated spans are based on a deflection limit of L1360. TABLE 4—TREX®RAIL ASSEMBLIES' COMPONENT INSTALLATION REQUIREMENTS',3 Baluster Trex 2x2 BalusterTM spaced a maximum of 51/,inches on center (parts fabricated or milled from other Trex®profiles into 3 baluster shapes are not permitted) Trex 1 /e"Square Baluster spaced a maximum of 5 inches on center Top plate Tree 2x6,5/4x6,2x8,or 2x 10 Top rail Trex®2x4,5/4x6,2x6,2x8 or 2x10 Railings Trex®2x4,5/4x6,2x6,2x8,or 2x10. Bottom rail shall be supported and attached Bottom rail to the deck at a maximum of 18 inches(457 mm)on center.Bottom rail is not required when balusters are attached directly to the deck structural members. Trex 4x4 Rail PostTM or other approved post material,such as solid-sawn Posts lumber or steel. Maximum post spacing shall be 6 feet on center.Posts shall not be notched. For SI: 1 inch=25.4 mm, 1 ft=0.3 m. 'Evaluation of framing members supporting the guardrail assembly is outside the scope of this evaluation report. 'Standard guardrail components shall be connected as follows: a. Post-to-framing connection:Minimum two'/zinch-diameter(13 mm)machine bolts,51/,inches(130 mm)apart,each post. b. Baluster-to-top-rail connection: Minimum two No. 8 by 21/2-inch-long (64 mm)screws, 2 inches (51 mm)apart vertically, through each baluster. c. Top-rail-to-top-plate connection:Minimum two No.8 by 21/2-inch-long(64 mm)screws spaced 12 inches(305 mm)on center. d. Top-rail-and top-plate-to-post connection:Minimum two No.8 by 3-inch-long(76 mm)screws,2 inches(51 mm)apart,into each post. 3The minimum height of the guardrail assembly shall be 42 inches(1067 mm)from the deck boards.The maximum opening under the bottom rail shall be 3 inches(76 mm),except for the SBC,where the maximum opening under the bottom rail shall be 2 inches(51 mm). Page 5 of 8 ESR-1190 TABLE 5—TREX'DESIGNER RAIL ASSEMBLIES' COMPONENT INSTALLATION REQUIREMENTS43 Baluster Trex 282 BalusterTM spaced a maximum of 51/4 inches on center. (parts fabricated or milled from other Trex®profiles into baluster shapes are not permitted) Mount the top of the balusters to the Trex®Designer Top Rail.Top rail shall be Trex®Designer Top Rail attached to the posts using the Trex®Railing Bracket. Bottom rail shall be supported and attached to the deck at a maximum of 18 inches(457 mm)on center. Railings Mount the bottom of the balusters to the Trex®Designer Bottom Rail.Bottom Treat"Designer Bottom Rail rail shall be attached to the posts using the Trex®Railing Bracket.Bottom rail shall be supported and attached to the deck at a maximum of 18 inches(457 mm)on center. Trex 4x4 Rail PostTM or other approved post material,such as solid-sawn Posts lumber or steel. Maximum post spacing shall be 6 feet on center.Posts shall not be notched. For SI: 1 inch=25.4 mm, 1 ft=0.3 m. 'Evaluation of framing members supporting the guardrail assembly is outside the scope of this evaluation report. 'Designer handrail components shall be connected as follows: a. Post-to-framing connection: Minimum two'/Zinch-diameter(13 mm)machine bolts,51/8 inches(130 mm)apart,each post. b. Baluster-to-Designer-top-handrail connection: Minimum one 16-gage finish head nail by 2-inch-long(51 mm)through the side of the top Designer handrail and side of baluster. c. Baluster-to-Designer-bottom-handrail connection:Minimum one 16-gage finish head nail by 2-inch-long(51 mm)through the bottom of the designer bottom rail and the bottom of the baluster. d. Top-rail-to-post connection:Attach the Trex®Railing Support Bracket to the post using two No.9 by 11/2-inch-long(38.1 mm)screws provided. Hang the top Designer Handrail on the Trex®Railing Support Bracket and attach using one No.9 by 11/2-inch-long(38.1 mm)screw provided with the bracket. e. Bottom-rail-to-post connection:Attach the Trex®Railing Support Bracket to the post using two No.9 by 11/2-inch-long(38.1 mm)screws provided.Hang the bottom rail on the Trex®Railing Support Bracket and attach using one No.9 by 11/2-inch-long(38.1 mm)screw,provided, through the top of the bottom rail down through the bracket. f. Support balusters under bottom rail:Attach support balusters under the bottom rail and setting on the deck at a maximum of 18 inches between supports. 3The minimum height of the guardrail assembly shall be 42 inches(1067 mm)from the deck boards.The maximum opening under the bottom rail shall be 3 inches(76 mm). TABLE 6—MINIMUM NAIL SPACING DISTANCES' HOLE EDGE END DISTANCE SPACING(PITCH)BETWEEN ROWS SPACING(GAGE) PREPARATION DISTANCE OF FASTENERS BETWEEN ROWS OF FASTENERS Tension Load Compression Load Parallel to Grain Perpendicular to In Line Staggered Parallel to Grain Parallel to Grain Grain Not prebored 2.5d 15d 10d 15d 10d 5d 2.5d Prebored 2.5d 10d 5d 10d 5d 3d 2.5d 'Dimension d equals the diameter of the nail. Page 6 of 8 ESR-1190 514x6 5.5' 2x6 & 2x6 HS24 1 1.5' _ 1 ' ___ 2x4 1,5' 1 3x6 2.5' For SI: 1 inch=25.4 mm. FIGURE 1—TREX DECKING AND DOCKS PROFILES Page 7 of 8 ESR-1190 1x6 0.75' 1x8 0.75' f-- — —7.25'- 1 x12 -------F 0.75' 1 11.375' 2x8 1.5' 7 25' --- ----� 2x10 } 1.5' 9.25' For SI: 1 inch=25.4 mm. FIGURE 2—TREX FASCIA,RISERS AND TRIM PROFILES . . , . Page 8 of 8 ESR-1190 Designer Handrail Designer Bottom Rail f' I 1 2.01 1-3/8 Square Baluster 13/5' 1 ............ Postcap - Flat ,,,_ Postskirt CC 1 rr 1 11 11- 2.351 I Postcap - Dome 4x4 .-----------'-.."---..„ 3 ' 1-. I 1.9' For SI: 1 inch=25.4 mm. FIGURE 3—TREX RAILING COMPONENT PROFILES DAT. T.. TIME ( / CITY OF ORONO CALLED IN 7 I v INSPECTION NOTICE SCHEDULED : 3(` PERMIT NO.c -A 3/ C ETED / 71 ADDRESS y5� �!`�� ( e� ,7)vii -e OWNER CONTR4/.0 TELEPHONE NO. c5-14e TR, TELEPHO „467-f • ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL • ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION ' NAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: cc W Q.. cc ©v Qi (JP eller 130,44,1- >. Sc aR L A� cc z cc d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on si : Inspector. White Copy/Inspector's File Canary Copy/Site Notice