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HomeMy WebLinkAbout029-141-00692 >9B ���- � •` 029-14-1-0l� LINDAHL, Madie I .= 1238 Rice AVe, Richvale contr : Har. -ward & CoCJ replace windows/sf 029-141-000 PERMIT097-0546 029-141-OJD PERMIT#97-61AG ROLES, Perry & Jessica ROLES, Perry - 1238 Rice Ave., Richvale 1238 Rice Ave., Richvale Cont: Roger Job's Electric Ag Ex Permit -St Tractors Relocate Ele Ser/SF)WjK, 7f'W 029=141-0P® PERMIT#97-07CZ0 ROLES, Perry - / 1238 Rice Ave. , Richvale Cont: Care -Free Pools 91 New Pri Swimming Pool 9 029 -141 -Of - 02-0572 ROLES, Perry & Jessic • 1238 Rice Ave., Richvale���,�gL / New Pri Detached Garage f -13-6g U29-141-010 Electric Panel RELOCATE & UPGRADE ELECT SER' 1238 RICE AVE ROLES, PERRY r� i' • S T R U C T U. R A L `wt C A L C U L A T I O N S F O R 0 PARTIAL SECOND FLOOR ADDITION TO AN EXISTING RESIDENTIAL GARAGE - PERRY & JESSICA ROLES 1238 RICE AVENUE RICHVALE, CA�To-SSL _ BUTTE COUNTY GLEN QUIGLEY 'BUILDING DIVISI®R ®�® 84 OLIVE TREE LANE 9'� A'� ORONILLE, CA 95966 �/ � c � le �h BUTTE COUNTY MAY 2 g 2008 F L T ENGINEERING DEVELOPMENT 5790 CLARK ROAD SERVICES. PARADISE, CA 95969 (530) 872-0254 r • U-' L 7 E11V OHEEMOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE. CALIFORNIA 95969 PROJECT: A Rotes ;Fa -r. , 8lrWVCcTUMZ � C&LCVL�G=�M HO �L- ®� BY. DATE. SHEET No. / Of CHECKED BY: DATE: JOB No. SUBJECT: /622:) y --adz2,.-,r x77:51,! TU +V pe -4w7 Czc R C E 32434 Reg. Expires 12-31-2008 Q�pF ESS/O 9 4� N cm Lu No. 3243: civiv .,� — !2 PSS FOF CALF /O )cr/- G L s 1150 A, 400 PS',F= VP A, /.,/r , oZ 1 }�T 0- /6'. D --�. ,� � /-0. �zT. FIT _ /D 22-3 l4SCC 7_.Qr) CIVIL • STRUCTURAL BY: /P=2-7- DATE: SHEET No. OF • (530) 872-0254 FAX (530) 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB iVo. ViJ r T✓r/lD (sus-i�►�3) it 23 `ate sz9l 033 - I -? //S' /• d'vp///, w �I't 4i - — _W 4:54 �%20 .� �i �1� �� - 23. ,� r — !-�%. _ • Dix � i�" _ , 3/'�%! - zbt_ // 7'p livSL T 0.e .VDD' �jT�, TDS'T OR � f W, 1. r im CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 B4QMCc'MQaL C ALCMUMMS BY: �L r DATE: D� SHEET No. OF CHECKED BY: DATE: :OB No. t S LZ !',rte �2�D ` . `fd7�,c r % � <. � % / ZOUG� �- ��Z, Z /IT/ � Sr�'�-ac /� �S•'� �osTs CTS. Ins oon�cs �) Coc)T sQ . �/ 2 —� tom,77 o cpe 2.c : 6Z x / -frz Ap Eft l2 AA /S'e� f v FLU C M 0 H C E M 0 M BURUCTURAL C�Q�Mf�Q�00O �l� CIVIL • STRUCTURAL BY: �` 7 V (530) 872-0254 , ' FAX (530) 872-9331 DATE: SHEET No. OF 5790 CLARK ROAD. PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. �0��^ GC7704,)' . 0/0 Irl/,7?�r GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MUMIUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. TT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WTIHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1000 PSF ( NO SOILS REPORT). 8. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL AND ASSUMED TO CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 9. LAMINATED VENEER LUMBER SHALL BE OF MlNRv UM GRADE AS NOTED ON PLANS, AND AS MANUFACTURED BY WEYERHAEUSER ( ICC REPORT NO, ESR -1387 ATTACHED) OR AS MANUFACTURED BY LOUISIANA PACIFIC CORP. OCC REPORT NO. NER-1254) OR APPROVED EQUAL. 10. MANUFACTURED FLOOR JOISTS SHALL BE TA JOIST AS MANUFACTURED BY WEYERHAEUSER UCC REPORT NO. ESR -1153 ATTACHED) OR STRUCJOIST (SJ) AS MANUFACTURED BY ROSEBURG FOREST PRODUCTS CO. OCC REPORT NO. ESR -1251 ) OR APPROVED EQUAL. 11. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 12. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-07 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-04. SHEATHING SHALL BE PLACED WTIH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 2306.3.1 OF CBC - DIAGRAM CASE 1), U.N.O. 13. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 2304.9.1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICC MAY BE USED. 14. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SRAPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICC MAY BE USED. 15. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 16. ROOF TRUSSES AS DEIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS NOTED ON PLANS. 17. PREDRILL FOR NAILING INTO EXISTING WOOD MEMBERS AS APLLICABLE TO AVOID SPLITTING AND CRACKING OR USE SELF -DRILLING WOOD SCREWS OF EQUAL CAPACITIES. 18. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE ASSUMED TO BE 2500 PSI MIN. IN 28 DAYS. 19. REINFORCING STEEL ASSUMED TO CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 20. CONNECT NEW POSTS TO EXISTING CONCERETE SLAB ( OVER EXISTING CONTINUOUS INTERIOR FOOTINGS) WITH '/:" DIA. x 10" LONG DOWEL, CENTERED ON POST AND EMBEDED 4" INTO CONCRETE. DOWEL EMBEDMENT SHALL BE PROVIDED BY THE ONE OF THE FOLLOWING METHODS: A. DRILL HOLES INTO EXISTING CONCRETE OF THE SAME DIAMETER AS THE DOWEL AND POWER DRIVE DOWELS INTO EXISTING CONCRETE. B. DRILL HOLES INTO EXISTING CONCERETE OF REQUIRED DIAMETER FOR INSTALLATIOIN OF THE DOWEL AND INSERT DOWEL INTO HOLE WITH EPDXY ADHESIVE - USE SIMPSON EPDXY-TIE ET ADHESIVE PER ICC REPORT NO. ER4945 OR APPROVED EQUAL USE 2 x 6 PRESSURE TREATED DOUGLAS FIR OR Y." STEEL PLATE BELOW THE POST. Mar 25 2008 7:38AM Golden State t (530)673-7710 p.l MICHAEL MOONEY 5A MADRONE. AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCF 2(16A'7 FXPTRES q-UmQC r, _y _S11_2jA11PX -em-floe Job Number 102-01-20 February 20, 2002 Client Name Roles/Quigley APN 025-0904)-036 Analysis 1997. UBC Dead Loads Live Loads Roof Comp roof 6 psf Vz'• plywood 1.5 16 psf Trusses 4.0 Insulat.. 1.0 ''/z' Gyp. Bd. 2.5 15 psf. Wall (dward wall Stucco 10.0 Plywood 1.3 ' Framing 1.5 V,- Gryp bd 2.5 Insulat. 1.0 17 psf. Floor Conc Slab 50.0 40 psf Wind Loads P = C, Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 ii. '.9 out windward roof 0.67 @ 20 feet 0.7o reward roof 0.72 @ 25 feet 0.8 irk-` (dward wall 0.76 @ 30 feet 0.5 oL xeward wall Seismic Loads V=2.5C.IW/1.4R C,=0.36,I=1,R=5.5/4.5 Soil Bearing 1000 pounds per square foot Friction = 0.25 d Lateral Bearing = 200 psf / ft. Expansion Index 50+ OZ -05"72 SUM CX)t3NTY BUILDING DEPARTMLi4 APPROVED, i q = 14.5 psf @ 75mph 1=1 ,z -d;72 �rJTT 11 f9tft®ta" MIUDING DEPAUME APPROVE i Y ESR -1153 FS REPORT TM Reissued July 1, 2007 This report is subject to reexamination in two years. ICC Evaluation Service, Inc. BusinesslRegronal office n 5360 Warlmm M8 Road, VOub r, Caidornia 90601 ■ (562) 69910543 Regional Office ■ 900 Montclair Road, Suile A, Birrnigham, Alabama 35213 ■ (205) 599a800 WWW.ICC-eS.ora Regional Office m4051WestFlossrnoorRoad, Country Club Hills, Illinois 60478■(708)799-2305 DIVISION: 06—WOOD AND PLASTICS Section: 06170—Prefabricated Structural Wood REPORT HOLDER: WEYERHAEUSER POST OFFICE BOX 8449 BOISE, IDAHO 83707-2449 (208) 4293715 www.!Level.com dan iel.chenev2C&weyerhaeuser.com EVALUATION SUBJECT: TJI" PREFABRICATED WOOD I -JOISTS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 Intemational Building Code® (IBC) ■ 2006 Intemationel Residential Code® (IRC) ■ 1997 Uniform Building Code'rm (UBC) ■ BOCA' National Building Code/1999 (BNBC) ■ 1999 Standard Building Code* (SBC) Properties evaluated: ■ Structural ■ Sound ratings ■ Fire -resistance ratings 2.0 USES TJI joists are prefabricated wood I joists used as floor joists, roof rafters, blocking panels and rim joists, to support code - required loads. Prefabricated wood I joists described in this report comply with Section 2303.1.2 of the IBC, for allowable stress design; Section R502.1.4 of the IRC; Section 2313.5 of the BNBC; Section 2301.4.11 of the SBC; and Section 2303, Item 5.1, of the UBC. 10 DESCRIPTION 3.1 General: TJI joists are prefabricated wood I joists having wood orwood- based flanges and Performance Plus® oriented strand board (OSB) webs. Either the top and bottom flanges are parallel, forming a constant -depth joist; or the top flange has a single taper, forming a variable -depth joist The web panels have the face grain oriented vertically, and the web -to -web connection is either butt jointed or serrated and glued to form a continuous web. The web -to- iange connection is proprietary tongue -and -groove glued joint. Refer to Table 1 for TJI joist series and material descriptions. 3.2 Material Specifications: 3.2.1 Flanges: Flange material is either Microllam® laminated veneer lumber (LVL), TimberStrand® laminated strand lumber (LSL) or machine stress rated lumber (MSR). Microllam LVL and TimberStrand LSL are recognized in evaluation report ESR -1387. Table 1 of this report specifies flange widths and depths. Flange material and grades are as specified in the quality control manual that contains Weyerhaeuser manufacturing standards. 3.2.2 Webs: Web material is Performance Plus® OSB conforming to DOC Voluntary Product Standard PS2, Exposure 1, along with further requirements set forth in the quality control manual that contains Weyerhaeuser manufacturing standards. Web material thickness requirements are noted in Table 1 of this report. 3.2.3 Adhesives: Adhesives are of the types specified in the quality control manual that contains Weyerhaeuser manufacturing standards. 4.0 DESIGN AND INSTALLATION 4.1 General: The design and installation of TJI joists described in this report must comply with Sections 4.2 through 4.16. Additionally, design of TJI joists is governed by the applicable code and corresponding editions of ANSI/AF&PA N DS, National Design Specification for Wood Construction (NDS). 4.2 Allowable Capacity: Table 3 specifies allowable moments, reactions, vertical shear forces, and joist stiffness (Eq. Maximum allowable reactions are based on minimum bearing lengths of 13/4 inches, 2% inches and 31/2 inches (45, 64 and 89 mm), for simple spans; and 31/2, 51/4 and 7 inches (89, 133 and 178 mm) at intermediate support points for continuous spans. When joists are used as multiple span members, the calculated shear, used for design at the intermediate support, may be reduced by the percentage determined from the following formula and limited to the depths shown in Table 4: R= W-FKs 18% where: K = V1, -100. R = The percent reduction. V12 = The allowable shearfor an 117/e inch -deep (302 mm) joist (pounds). W = The uniform load (plf). The allowable design shear at the interior supports of multiple -span -member TJI joists up to 12 inches (305 mm) deep, used in residential floor construction, is permitted to be increased by 10 percent. This increase in allowable design shear does not apply to the design shear at the ends of the joists. l% REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they lobe construed as an endorsement ofthe st4ect ofthe report or a recommendationfor its use. 77tere is no warranty by=Evaluaffon Service, Inc., express or implied, as toanyfindng I or other matter in this repor4 or as to any product covered by the report. Copyright C 2007 Page 1 of 18 Page 2 of 18 ESR4153 4.3 Fasteners: Allowable lateral and withdrawal loads for fasteners, installed parallel or perpendicular to Microllam LVL or TimberStrand LSL flange glue lines, must comply with ESR -1387 and the applicable code. Allowable lateral loads and withdrawal loads for fasteners installed into TJI joist sawn lumber flanges must be designed using the applicable code and a specific gravity of 0.42, such as for spruce -pine -fir. Allowable nail spacings for TJI joist diaphragm applications must be as specified in Sections 4.14 and 4.15, and Table 2. For nondiaphragm applications: 1. The spacing of fasteners installed into the face grain of Microllam LVL or TimberStrand LSL flanges must be greater than or equal to the closest permitted on -center spacing prescribed by the code for fasteners installed in sawn lumber. 2. The spacing of fasteners installed into the edge grain of Microllam LVL or TimberStrand LSL flanges must be greater than or equal to the closest permitted on -center spacing requirements detailed in ESR -1387. 3. The spacing of fasteners installed into TJI joist sawn lumber flanges must be as prescribed by the code for fasteners installed in sawn lumber. The allowable lateral load capacity of 10d by 1'/27inch-long (38 mm) common nails used to connect minimum No. 18 gage [0.048 inch (1.2 mm) base -metal thickness] metal straps or tension -ties, recognized in a current ICC -ES evaluation report, to TJI joistflanges, in conformance with Figure 7 of this report, is 112 pounds -force (498 N) per nail. The connections with the structural composite lumber flanges may be used for out -of - plane wall anchorage to flexible diaphragms in lieu of the minimum 2'/2 -inch (63.5 mm) wood element thickness specified in Item 5 of Section 1633.2.8.1 of the UBC. 4.4 Web Stiffeners: Web stiffener requirements for reactions and concentrated loads are noted in Table 3 and Figure 1. 4.5 Lateral Support: TJI joist compression flanges with widths less than 2.3 inches (58 mm) require lateral support every 18 inches (457 mm) on center. TJI joist compression flanges with widths equal to or greater than 2.3 inches (58 mm) require lateral support every 24 inches (610 mm) on center. Each connection must be capable of transmitting a 75 -pound -force (334 N) horizontal load. All TJI joist ends require restraint to prevent rollover. Code prescribed methods of lateral restraint specified for sawn lumber are acceptable. Bridging is not required for floor and roof TJI joist applications. 4.6 Holes in TJI Joist Web: The tables in Figures 2, 3 and 3A specify allowable sizes and location of round, square and rectangular holes in the TJI joist webs. TJI joists with holes located in the web in accordance with Figures 2, 3 and 3A are permitted to be used in the fire - resistive -rated Assemblies B, C, D, E and F described in Section 4.17, and Assembly G described in Section 4.18. 4.7 Duration of Load: Adjustments for duration of load, in accordance with Part2.3.2 of the NDS or Item 6 of Section 2316.2 of the UBC, apply to the TJI joists and their fastenings. 4.8 In-service Moisture Conditions: TJI joist design values must be adjusted in accordance with Section 4.1.4 of the NDS when in-service moisture content exceeds 16 percent. 4.8 Repetitive -member Use: The repetitive -member use factor applicable to the resistive moment capacities listed in Table 3 is limited to 1.0. 4.10 Member Spans: TJI joist spans must be determined in accordance with Part 3.2.1 of the NDS. Vertical shear calculations must include all loads within the span from face to face of supports. 4.11 Deflection: Deflection of simple span TJI joists with either uniform load or a concentrated load at midspan is determined using the formulas in the footnotes to Table 3. 4.12 Blocking Panels: Bearing walls perpendicular to and supported by TJI joists at the end or intermediate supports, or both, require full -depth blocking. TJI joists up to and including 16 inches (406 mm) in depth, when used as blocking panels, have a maximum vertical load transfer capacity of 2,100 plf (30 645 N/m). TJI joists over 16 inches (406 mm) and up to and including 20 inches (508 mm) in depth, when used as blocking panels, have a maximum vertical load transfer capacity of 1,550 plf (22 620 N/m). 4.13 Rim Joists: TJI joists having depths of up to and including 16 inches (406 mm) may be used as rim joists and boundary members of horizontal wood structural diaphragms. The joists have a maximum vertical load transfer capacity of 2,100 plf (30,645 N/m). TJI joists used as rim joists must be laterally supported at the top and continuously supported at the bottom, and the gravity loads must be uniformly applied along the top. Other loading and support conditions must be investigated and approved by a design professional. 4.14 TJI Joists as Prescriptive Diaphragm Framing Members: TJI joists are permitted as framing members in prescriptive floor and roof diaphragm construction in accordance with Section 2308 of the IBC, Chapters 5 and 8 of the IRC, or Section 2320 of the UBC. When TJI 110, TJI 210 or TJI 230 series I joists are used in floor diaphragm construction, the thickness of the sheathing must be 'a/, inch (15.1 mm) or greater. 4.15 TJI Joists as Engineered Diaphragm Framing Members: TJI 110, TJI 210, TJI 230, TJI 360, TJI 560, TJI 100C and TJI 300C joists may be used as framing members in blocked and unblocked engineered diaphragms designed using Table 2306.3.1 of the IBC, or Table 23 -II -H of the UBC, subject to the limitations specified in Table 2 of this report. TJI L65, TJI 1-90, TJI H90, TJI HD90 and TJI HS90 joists may be used as framing members in diaphragms designed in accordance with the applicable code. The closest permitted sheathing nail spacing in a single row is 3 inches (76 mm) on center for 10d common nails or 2 inches (51 mm) on center for 8d common nails. 4.16 Cantilevered TJI Joists: TJI joists are permitted to be installed with cantilevered ends, provided the cantilevers have a maximum length equal to one- third of the adjacent span and support uniform loads only, unless designed by a design professional. Page 3 of 18 ESR -1153 4.17 One-hourFire-resistance-ratedRoof-ceiling or Floor - ceiling Assemblies: Refer to Figure 4 for details. For assemblies A, B, C, D, E and F, used as floor ceiling assemblies over unusable crawl spaces, it is permitted to omit the ceiling membrane. Additionally, flooring is permitted to be omitted where unusable attic space occurs above, provided the lateral support requirements of Section 4.5 are met. The assemblies must be constructed as follows: 4.17.1 Assembly A: A double wood floor consisting of a subfloor of nominal f - inch thick (25.4 mm), tongue -and -groove sheathing or 32/16 span -rated sheathing (Exposure 1); and a second layer of nominal 1 -inch -thick (25.4 mm), tongue -and - groove finish flooring. Alternatively, the finish flooring is permitted to be 40/20 span -rated sheathing (Exposure 1), or Type I, Grade —1, particleboard not less than 5/B inch (15.9 mm) thick. All butt joints of the sheathing must be located over framing members. When used as a roof -ceiling assembly, a single layer of square -edge span -rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing. 2. TJI joists with a minimum flange depth of 1'/2 inches (38 mm) must be installed in accordance with this report at a maximum spacing of 48 inches (1219 mm) on center. 3. The suspended ceiling must consist of 5/ginch-thick (15.9 mm), 2 -foot -by -2 -foot (610 mm by 610 mm) or 2 -foot -by -4 - foot (610 mm by 1219 mm), USG FIRECODE AURATONE lay -in acoustical board supported by an approved, exposed fire -resistance -rated suspension system attached to the joist bottom flange orto cold -rolled channels spaced not more than 48 inches (1219 mm) on center. When TJI joists are spaced more than 24 inches (610 mm) on center, framing perpendicular to the joists must be installed at 24 inches (610 mm) on center to support the ceiling. The distance from the bottom of the TJI joists to the soffit of the ceiling must be a minium of 10 inches (254 mm). 4. Installed over the acoustical board are minimum 1 -inch - thick (25.4 mm), 4 pcf (64 kg/m3), Thermafibero Sound Attenuation Fire Blankets, Fibrex®-FBX 1240 Industrial Boards, Fibrex®-IF 1240 Flex Batts, IIG MinWool®-1240 Industrial Board or IIG MinWooP-1240 Flexible Batt. 5. Light fixtures having a maximum size of 2 feet by 4 feet (610 mm by 1219 mm) are permitted to be installed in the ceiling, provided the aggregate area of fixtures does not exceed 12 square feet per 100 square feet (1.1 m2 per 9.3 m2) of ceiling area and the fixtures are protected as follows [using, for illustration, a 2 -foot -by -4 -foot (610 mm by 1219 mm) fixture]: A 2'/4 inch -by -48 -inch (57 mm by 1219 mm), minimum 11/4 -inch -thick (31.8 mm) piece of minimum 4 pcf (64 kg/m3) Thermafiber rigid mineral fiber board or Fibrex- FBX 1240 Industrial Board or Fibrex-IF 1240 Flex Batt light fixture protection, is laid along the long sides of the fixture, and against adjacent suspension members; two pieces of the same insulation, measuring 191/2 inches by 48 inches (495 mm by 1219 mm), are laid over the top of the fixture, and a 4'/, -inch -by -24 -inch (114 mm by 610 mm) piece of the same insulation is laid at each end and tied at the comers of the fixture, to the top pieces using No. 18 SWG steel wire. See Figure 6 for details. In addition, ceiling openings for air diffusers, up to a maximum of 12 inches (305 mm) in diameter, are permitted, provided openings are protected with approved fire dampers and the aggregate areas do not exceed 113 square inches (72 900 mm2) per 100 square feet (9.3 m2) of ceiling area. 4.17.2 Assembly B: 1. The flooring must consist of a single layer of 48/24 span - rated, tongue -and -groove, sheathing (Exposure 1). Construction adhesive conforming to ASTM D 3498 must be applied to the top of the joists prior to placing sheathing. When used as a roof -ceiling assembly, the decking is permitted to be any wood deck recognized in the code. All butt joints of the sheathing must be located over framing members. 2. TJI joists must be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center for floor -ceiling assemblies. When used in roof -ceiling assemblies, the joists are permitted to be spaced a maximum of 48 inches (1219 mm) on center. 3. Optional minimum 31/2 -inch -thick (89 mm) glass fiber insulation or glass fiber insulation rated R-30 or less may be installed in the joist plenum when resilient channels are used. The insulation must be placed above the resilient channels between the joist bottom flanges. 4. The ceiling membrane must consist of two layers of inch -thick (12.7 mm), Type C, or 5/flinch-thick (15.9 mm), Type X gypsum board complying with ASTM C 36, attached to the TJI joist bottom flange. 5. The first layer of gypsum board must be installed perpendicular to the TJI joists and attached using 15/8 inch-4ong (41 mm), Type S screws spaced 12 inches (305 mm) on center. The second layer must be installed with the joints staggered from the first layer. The second layer must be fastened to the TJI joists with 2-inch4ong (51 mm), Type S screws spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. Type G screws, 11/2 inches (38 mm) long, must be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side of the transverse joints of the second layer. The second layer must be finished with joint tape and compound. 6. Resilient channels (RC -1) are permitted to be used as part of the ceiling attachment system, provided they are spaced 16 inches (406 mm) on center [24 inches (610 mm) on center if the joists are spaced 16 inches (406 mm) on center] and fastened perpendicular to the TJI joists using 1 -inch -long (25.4 mm), Type S screws. When resilient channels are used, the first layer of the ceiling membrane must be installed perpendicularto the channels and attached to the resilient channels using 1 -inch -long (25.4 mm), Type S screws spaced 12 inches (305 mm) on center. The second layer must be installed with the joints staggered from the first layer and attached using 15/, -inch - long (41 mm), Type S screws. The screw spacing for the second layer of gypsum board must be a maximum of 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. Type G screws, 11/2 inches (38 mm) long, must be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side of the transverse joints of the second layer. The second layer must be finished with joint tape and compound. 7. In roof -ceiling assemblies in which the TJI joists are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient channels, must be applied to stripping spaced 24 inches (610 mm) on center. The Page 4 of 18 attachment of the ceiling membrane to the stripping members must be similar to the attachment of the ceiling membrane to the TJI joists. The stripping must be a minimum of nominal 2 -by -4 construction -grade Douglas fir lumber for spans up to 5 feet (1524 mm), and must be attached to the joist bottom flange using a minimum of two 10d box nails. Stripping materials of equivalent strength and attachment are permitted when approved by the code official. 4.17.3 Assembly C: The flooring must consist of a single layer of 4824 span - rated, tongue -and -groove sheathing (Exposure 1). Construction adhesive conforming to ASTM D 3498 must be applied to the top of the joists prior to placing sheathing. When used as a roof -ceiling assembly, a single layer of square -edge span -rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing. All buttjoints of the sheathing must be located over framing members. 2. TJI joists must be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center for floor -ceiling assemblies. When used in roof -ceiling assemblies the joists are permitted to be spaced a maximum of 48 inches (1219 mm) on center. When the joist spacing exceeds 24 inches (610 mm) on center, framing perpendicular to the joists must be installed at 24 inches (610 mm) on center to support the ceiling. 3. The ceiling membrane must be installed perpendicular to the TJI joists or stripping, and must consist of a single layer of inch -thick (12.7 mm), Type C, or 5/, -inch -thick (15.9 mm), Type X gypsum board complying with ASTM C 36, and attached to the joists, or to stripping spaced 24 inches (610 mm) on center. The gypsum board must be fastened using 15/8 -inch -long (41-m m), Type S screws located 6 inches (152 mm) on center at end joints and 8 inches (203 mm) on center in the field. 4. An approved, exposed, fire -resistance -rated, suspended - ceiling system must be installed beneath the gypsum board ceiling membrane. The minimum distance between the suspended ceiling and the gypsum board ceiling membrane must be 12 inches (305 mm). The grid system must be suspended with No. 12 SWG galvanized steel wire fastened to the stripping or joists using 3 inch (76 mm) long flathead hanger screws. Light fixture protection must consist of 6 -inch -wide (152 mm) pieces of ceiling grid panels that are 48 inches (1219 mm) long for the sides, and 24 inches (610 mm) long for the ends, with a full grid panel placed on top. A galvanized steel duct is permitted for each 200 square feet (18.6 mZ) of ceiling, provided the duct has a maximum 12 -inch -diameter (305 mm) steel diffuser opening without a damper, and a maximum 6 -inch -by -12 -inch (152 mm by 305 mm) return air opening. Ceiling panels must be 5/8 inch (15.9 mm) thick, USG FIRECODE AURATONE. Glass fiber batt insulation rated R-30 or less is permitted to be installed above the gypsum board, in the cavity between the joists. 4.17.4 Assembly D: 1. The flooring must consist of a single layer of 4824 span rated, tongue -and -groove sheathing (Exposure 1). When used as a roof -ceiling assembly, a single layer of square - edge, span -rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing. All butt joints of the sheathing must be located over framing members. ESR -1153 2. The TJI joists must have a minimum flange depth of 13/8 inches (35 mm), and be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center. 3. The ceiling membrane must consist ofa single layer of inch -thick (12.7 mm) USG FIRECODE® Type C gypsum board or ProRoc® Type C gypsum board screw -attached to steel furring channels placed perpendicularto the joists. The furring channels must be spaced 24 inches (610 mm) on center and are attached and suspended from the joists using No. 24 gage proprietary attachment clips designated "Simpson Strong -Tie CSC Support Clips." A CSC support clip must be located at each joist, to support the furring channel. At channel splices, adjacent pieces are overlapped a minimum of 6 inches (152 mm), and are tied with double -strand No. 18 SWG galvanized steel wire at each end of the overlap. 4. A layer of 1 Anch-thick (25.4 mm), minimum 6 pcf (96 kg/m3), Thermafiber Type CW 90 mineral -wool blanket, Fibrex-FBX 1280 Industrial Board, Fibrex-IF 1280 Flex Batt, IIG MinWool 1260 Industrial Board or IIG MinWool 1260 Flexible Batt must be placed below the bottom flanges of the joists and on top of the furring channels. Alternatively, a layer of 2 -inch -thick (51 mm), Thermafiber mineral -wool blanket, having a density of 8 pcf (128 kg/m'), is permitted to be used. 4.17.5 Assembly E: 1. The flooring must consist of a double wood floor as described in Section 4.17.1, Assembly A, ora single layer of 4824 span -rated, tongue -and -groove sheathing (Exposure 1). When a single -layer floor is used, a construction adhesive conforming to ASTM D 3498 must be applied to the top of the joists prior to placing sheathing. When joists are used in a roof -ceiling assembly, a single layer of square -edge, span -rated sheathing (Exposure 1), complying with the code is permitted to be used for roof sheathing. All butt joints of the sheathing must be located over framing members. 2. TJI joists must be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center forfloor-ceiling assemblies, and a maximum spacing of 48 inches (1219 mm) on center for roof -ceiling assemblies. When the flooring consists of a double wood floor as described in Section 4.17.1 (Assembly A), the joists may be spaced a maximum of 48 inches (1219 mm) on center. When TJI joists are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient channels, must be applied to stripping spaced 24 inches (610 mm) on center. The attachment of the ceiling membrane to the stripping must be similar to the attachment of the ceiling membrane to the TJI joists. The stripping must be a minimum of nominal 2 -by -4, construction -grade Douglas fir lumber for spans up to 5 feet (1524 mm), and must be attached to the joist bottom flange using a minimum of two 10d box nails. Stripping materials of equivalent strength and attachment are permitted when specifically approved by the code official. 3. Any approved ceiling membrane that provides a minimum 40 -minute finish rating must be used. An example of an approved ceiling having a 40 -minute finish rating is one that consists of two layers of (12.7 mm), Type X gypsum board complying with ASTM C 36, a minimum of 4 feet (1219 mm) wide, installed perpendicular to the TJI joists, as described in Section 4.17.2 of this report (Assembly B). Substantiating data, including a report of the fire -endurance testing conducted in accordance with Page 5 of 18 UBC Standard 7-1 or ASTM E 119, must be furnished to the local code official, and must verify that a particular ceiling system meets the 40- minute finish rating requirements. When the finish rating is to be determined, temperature performance of protective membranes must be in accordance with Section 47 of ASTM E 119 or Section 7.144 of UBC Standard 7-1. The finish rating is defined in Section 48 of ASTM E 119 or Section 7.145 of UBC Standard 7-1. 4.17.6 Assembly F: 1. The flooring must consist of a single layer of 48/24 span - rated, tongue -and -groove sheathing (Exposure 1). The flooring must be attached to the TJI joist top flange with AFG-01 construction adhesive, and nailed using 8d common nails spaced a maximum of 6 inches (152 mm) on center along the boundary and edges and 12 inches (305 mm) on center in the field. When used as a roof -ceiling assembly, a single layer of square -edge, span -rated sheathing (Exposure 1), complying with the code is permitted to be used for roof sheathing. All butt joints of the floor or roof sheathing must be located over framing members. 2. TJI joists must have nominal 2 -by -4 or larger flanges, and must be installed in accordance with this report. When used in a floor -ceiling assembly, the joist spacing must not exceed 24 inches (610 mm) on center. When used in a roof -ceiling assembly, the TJI joist spacing is permitted to exceed 24 inches (610 mm) on center. The ceiling membrane must consist of one layer of 5/8 inch4hick (15.9 mm), USG FIRECODE Type C gypsum board or ProRocType C gypsum board, screw -attached to RC -1 resilient channels spaced 16 inches (406 mm) on center, placed perpendicularto the TJI joists. The resilient channels must be attached with 15/8 inch -long (41.3 mm), Type S screws at each joist. Two channels must be provided at each gypsum board butt joint, and extend to the next joist beyond the longitudinal joints. The gypsum board must be fastened to the resilient channels with 1 - inch -long (25.4 mm), Type S screws spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. 4. In roof ceiling assemblies in which TJI joists are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient channels, must be attached to stripping spaced 24 inches (610 mm) on center. The attachment of the ceiling membrane .to the stripping members is similar to the attachment of the ceiling membrane to the joists. For spans up to 5 feet (1524 mm), the stripping members must be minimum nominal 2 -by -4, construction -grade Douglas fir lumber. The stripping must be attached to the bottom flanges of the joists using a minimum of two 10d box nails. Stripping materials of equivalent strength and attachment are permitted when specifically approved by the code official. 5. A layer of V/2 -inch -thick (38 mm), minimum 2'/2 pcf (40 kg/m'), Thermafiber Sound Attenuation Fire Blankets, Fibrex-SAFB (Sound Attenuation Fire Batts), or IIG MinWool-1200 Sound Attenuation Fire Batts, must be placed between the bottom flanges of the joists on the top of the resilient channels. The insulation material must be friction -fitted into place and supported by the resilient channels. ESR -1153 4.18 Assembly G: Two-hour Fire -resistance -rated Roof - ceiling or Floor -ceiling Assembly: See Figure 5 for details. When used as a floor -ceiling assembly over unusable crawl spaces, the ceiling membrane is permitted to be omitted. Additionally, flooring is permitted to be omitted where unusable attic space occurs above the following system, provided the requirements of Section 4.5 are met The assembly must be constructed as follows: 1. The floor sheathing must consist of a single layer of 48/24 span -rated, tongue -and -groove sheathing (Exposure 1). All buttjoints of the floor or roof sheathing must be located over framing members. When TJI joists are used in a roof -ceiling assembly, a single layer of square -edge, span -rated sheathing (Exposure 1), complying with the code, is permitted to be used as roof sheathing. 2. TJI joists must be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center. Minimum TJI joist depth is 9'/4 inches (235 mm). 3. (Optional.) When insulation is used, it must consist of glass -fiber insulation with unfaced batts that are 24 inches (610 mm) wide by 48 inches (1219 mm) long by 3'/2 inches (89 mm) thick. The insulation must be placed in the plenum and supported by stay wires spaced at 12 inches (305 mm) along the joist bottom flange. 4. The ceiling membrane must consist of three layers of 5/8 inch -thick (15.9 mm) Gold Bond Fire Shield C, Type X, gypsum board. The base layer must be applied perpendicular to the joists, with end joints staggered, and must be attached directly to the bottom flange using 15/8 inch -long (41 mm), Type S screws spaced 12 inches (305 mm) on center along each joist Resilient channels, minimum No. 28 gage [0.0164nch (0.41 mm)], must be applied under the first layer of gypsum board, perpendicular to the joists and spaced a maximum of 16 inches (406 mm) on center. The channels must be attached to the bottom flange of each joist, respectively, with 15/,4nch4ong (41 mm), Type S screws. The middle layer of gypsum board must be installed perpendicular to the resilient channels, with end joints staggered, and attached to the resilient channels with 14nch-long (25.4 mm), Type S screws spaced 12 inches (305 mm) on center. The finish layer of gypsum board must be installed with edges and end joints staggered from the middle layer, and must be fastened to the resilient channels using 15/8 inch4ong (41 mm), Type S screws spaced 8 inches (203 mm) on center. Joints of the finish layer of gypsum board must be covered with joint compound and papertape, and exposed screw heads must be covered with joint compound. 4.19 Alternate Floor or Roof Systems: An alternate floor or roof deck to Assemblies A, B, C, D, E and F, described in Sections 4.17.1 through 4.17.6, and to the two- hour assembly described in Section 4.18, consists of minimum 48/24 span -rated sheathing (Exposure 1), over TJI joists spaced a maximum of 24 inches (610 mm) on center, with either 1'/, -inch -thick (38 mm) lightweight concrete or'/a inch - thick (19.1 mm) gypsum concrete over the sheathing. When the TJI joists are limited to a maximum spacing of 20 inches (508 mm) on center, a minimum 4020 span -rated sheathing is permitted to be used. The gypsum concrete must be recognized in a current ICC -ES evaluation report, and the report must include an evaluation for fire resistance that permits the replacement of the floor systems with the sheathing and gypsum concrete system. Page 6 of 18 ESR -1153 4.20 Sound Ratings: 4.20.1 Assembly B, Option 1, STC = 50: Assembly B (described in Section 4.17.2 and shown in Figure 4) has a minimum sound transmission class (STC) rating of 50 when constructed with resilient channels spaced at 16 inches (406 mm) on center to separate the ceiling membrane from the structural framing. This assembly has the following minimum impact insulation class (IIC) ratings when constructed with the corresponding additional materials described below. 1. IIC Rating of 60: The floor covering must include a 40 - ounce -per -square -yard (1.36 kg/m') pad and a 56 -ounce - per -square -yard (1.90 kg/m) carpet. 2. IIC Rating of 51: The floorcovering mustconsistofTarkett Acoustiflor sheet vinyl, the ceiling must consist of two layers of 5/a inch -thick (15.9 mm), Type X gypsum board, and the bottom of the floor cavity must contain 3'/2 -inch - thick (89 mm) glass -fiber insulation. 3. IIC rating of 45: The floor covering must include a 43.2 - ounce -fuer -square -yard (1.47/kg/m'), minimum 0.123 inch - thick (3.1 mm) cushioned vinyl. 4.20.2 Assembly B, Option 2, STC = 58: Assembly B (described in Section 4.17.2 and shown in Figure 4) has a minimum STC rating of 58 when constructed with resilient channels spaced at 16 inches (406 mm) on centerto separate the ceiling membrane from the structural framing, and with a 3/4 -inch -thick (19.1 mm) floor topping of gypsum concrete recognized in a current evaluation report. This assembly has the following IIC ratings when constructed with the additional materials described below. 1. IIC Rating of 54: The floor covering must include a 40 - ounce -per -square -yard (1.36 kg/m') pad and a 56 -ounce - per -square -yard (1.90 kg/m) carpet. 2. IIC Rating of 54: The floor covering must consist of Tarkett Aooustiflor sheet vinyl, the ceiling must consist of two layers of 5/, -inch -thick (15.9 mm), Type X gypsum board, and the bottom of the floor cavity must contain 3'/3 inch - thick (89 mm) glass fiber insulation. 3. IIC Rating of 50: The floor covering must be either Armstrong VIOS or Armstrong Cambray sheet vinyl, the ceiling must consist of two layers of 5/, -inch -thick (15.9 mm) Type X gypsum board, and the bottom of the floor cavity must contain 31/2 -inch -thick (89 mm) glass fiber insulation. 4.20.3 Assembly D, Option 1, STC = 47, IIC = 54: Assembly D (described in Section 4.17.4 and shown in Figure 4) has an STC rating of 47. This assembly has an I IC rating of 54, when the floor covering includes a 40 -ounce -per -square -yard (1.36 kg/m') pad and a 56 -ounce -per -square -yard (1.90 kg/m') carpet. 4.20A Assembly D, Option 2, STC = 59, IIC = 54: Assembly D (described in Section 4.17.4 and shown in Figure 4) has an STC rating of 59 when the assembly is constructed with a 3/4 inch -thick (19.1 mm) topping of gypsum concrete recognized in a current evaluation report This assembly has an IIC rating of 54, when the floor covering includes a 40 -ounce -per - square -yard (1.36 kg/m� pad and a 56 -ounce -per -square -yard (1.90 kg/m2) carpet. 5.0 CONDITIONS OF USE The TJI Prefabricated Wood 1 -joists described in this report comply with or are suitable alternatives to joists and rafters specified in the codes specifically listed in Section 1.0, subject to the following conditions: 5.1 TJI joists are designed in accordance with this report 5.2 Drawings and design details verifying compliance with this reportare submitted to the code official for approval. 5.3 Allowable design properties for TJI joists and their fasteners are permitted to be increased for duration of load in accordance with the applicable code. 5.4 Where one-hour or two-hour fire -resistance -rated construction is required, construction complies with this report. 5.5 No cutting or notching of TJI joist flanges is permitted. 5.6 Sound rated assemblies noted in Sections 4.20.1 and 4.20.3 and Figure 4, with STC and or IIC ratings of less than 50, are only applicable in jurisdictions using the IRC, BNBC or SBC. 5.7 TJI joists are produced at the Weyerhaeuser plants located in Castleberry, Alabama; Claresholm, Alberta, Canada; Chavies, Kentucky; Eugene Oregon; Natchitoches, Louisiana; Stayton, Oregon; and Valdosta, Georgia; under a quality control program with inspections by PFS Corporation (AA -652). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Prefabricated Wood I joists (AC14), dated June 2004. 6.2 Reports of fire tests conducted in accordance with ASTM E 119. 6.3 Reports of sound transmission tests conducted in accordance with ASTM E 90, E 413 and E 492. 7.0 IDENTIFICATION TJI prefabricated wood 1 -joists are identified by a stamp that includes the product designation, evaluation report number (ICC -ES ESR -1153), manufacturer's name (Weyerhaeuser) or logo, plant number, production date, and the name or logo of the inspection agency (PFS Corporation). Page 7 of 18 TABLE 1-TJI® JOIST DESCRIPTION ESR -1153 TJI JOIST SERIES FLANGE SIZE, DEPTH x WIDTH (inches) WEB THICKNESS (inches) RANGE OF JOIST DEPTHS (inches) TJI®110 1.25 to 1.375 x 1.75 3/e 9'/2 - 14 TJI® 210 1.25 to 1.375 x 2.08 3/e 9'/2 - 16 TJI® 230 1.25 to 1.375 x 2.3 3/e 9'/2 - 16 TJI® 360 1.375 x 2.3 3/8 91/2-20 TJI® 560 1.375 x 3.5 r/ie 9'/2 - 20 TJI® L65 1.5 x 2.5 7/18 9'/2 - 30 (9'/2 - 30 taper) TJI® L90 1.5 x 3.5 7/18 117/.- 30 (9'/2 - 30 taper) TJI® H90 1.75 x 3.5 7/10 11%-30 TJI® HD90 2.125 x 3.5 '/2 11r/B - 32 TJI® HS90 2.5 x 3.5 '/2 117/.-32 TJ le 100C 1.5 x 2.5 3/e 9'/2 -16 TJI® 300C 1.5 x 2.5 3/e 117/.-16 For SI: 1 Inas = 25.4 mm. TABLE 2 - TJI® JOIST ENGINEERED DIAPHRAGM FRAMING nESIGN INF(IRMATlnN 1 TJI JOIST EQUIVALENT EQUIVALENT CLOSEST PERMITTED NAIL SPACING (inches)2 MAXIMUM PERMITTED SERIES NOMINAL SPECIFIC GRAVITY DESIGN CAPACITY 6d common 8d common 10d common FRAMING WIDTH (plf) TJI 110 TJI 210 2 in. 0.50 4 4 4 4253 TJI 230 3 in. 0.50 4 4 4 4803 TJI 360 TJI 560 3 in. 0.50 3 3 4 720 TJI 100C TJI 300C 3 in. 0.42 3 3 4 660 For Jr. 1 lnun = 25.4 mm, 1 plr = 14.59 N/m. 1. Allowable shear loads for wood structural panel diaphragms with TJI joist framing must be determined in accordance with Table 2306.3.1 of the IBC or Table 23 -II -H of the UBC, using the equivalent nominal framing width and specific gravities specified in Table 2, and must not exceed the maximum permitted design capacity given. 2. One row of nails is permitted along each sheathing panel end and edge. When nail spacing is less than 6 inches on center, adjacent nails within a row must be offset (staggered). The closest permitted nail spacing in Table 2 must not be exceeded. Solid sawn framing members must be used in lieu of TJI joist framing members where the fastener spacing required in IBC Table 2306.3.1 or UBC Table 23 - II -H is closer than the closest permitted nail spacing given in Table 2 of this report. 3. The design capacity of an unblocked diaphragm framed with TJI 110, TJI 210 or TJI 230 joists must be multiplied by a factor of 0.85 unless a non -polyurethane sub -floor adhesive is used in combination with mechanical fasteners for sheathing attachment. Continuous special inspection is not required for this adhesive application. i. ; ' Page 8 of 18 TABLE 3 -PROPERTIES FOR TJI JOISTS ESR -1153 BASIC PROPERTIES REACTION PROPERTIES Joist Joist Resistive Vert. EI K END REACTION (lbs.) INTERMEDIATE REACTION Obs.) Depth Weight Moment Shear x 108 1-3/4" 3-12' Nails 3-1/2" 5-1/4" Nails (in.) (p� (ft. -lbs.) (lbs.) bs.-in.Z 2-1/2-(9) Req'd 5-114-(7) 7-(7) Rey'd (10) Bearing Length Bearing Length for Bearing Length Bearing Length for Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners stiff. Stiff. NO YES NO YES NO YES NO YES TJI 110 9-1/2 2.3 2380 1220 140 4.5 885 NA 1220 NA NA 1935 NA 2350 NA NA 11-7/8 2.5 3015 1560 238 4.5 885 1225 1350 1560 3-8d 1935 2295 2350 2705 3$d 14 2.8 3565 1860 351 4.5 885 1225 1350 1705 3-8d 1935 2295 2350 2705 3-8d TJI 210 9-1/2 2.6 2860 1330 167 4.5 980 NA 1330 NA NA 2145 NA 2565 NA NA 11-7/8 2.8 3620 1655 283 4.5 980 1340 1435 1655 3-8d 2145 2505 2565 2925 3-8d 14 3.1 4280 1945 415 4.5 980 1340 1435 1790 3-8d 2145 2505 2565 2925 3-8d 16 3.3 4895 2190 566 4.5 980 1340 1435 1790 3-8d 2145 2505 2565 2925 3-8d TJI 230 9-1/2 2.7 3175 1330 183 4.5 1035 NA 1330NA NA 2410 NA 2790 NA NA 11-7/8 3.0 4015 1655 310 4.5 1035 1395 1460 1655 3-8d 2410 2765 2790 3150 3-8d 14 3.3 4755 1945 454 4.5 1035 1395 1460 1815 3-8d 2410 2765 2790 3150 3-8d 16 3.5 5440 2190 618 4.5 1035 1395 1460 1815 3-8d 2410 2765 2790 3150 3-8d TJI 360 9-1/2 2.7 4790 1425 249 4.5 1080 NA 1425 NA NA 2460 NA 3000 NA NA 11-7/8 3.0 6180 1705 419 4.5 1080 1440 1505 1705 3 8d 2460 2815 3000 3360 3.8d 14 3.3 7335 1955 612 4.5 1080 1440 1505 1865 3-8d 2460 2815 3000 3360 3-8d 16 3.5 8405 2190 830 4.5 1080 1440 1505 1865 3-8d 2460 2815 3000 3360 3-8d 18 3.7 9465 2425 1085 4.5 1080 1440 1505 1865 3-8d 2460 2815 3000 3360 3-8d 20 4.0 10515 2660 1376 4.5 1080 1440 1505 1865 3-8d 2460 2815 3000 3360 3-8d TJI 560 9-1/2 3.6 7355 1670 378 5.3 1265 NA 1670 NA NA 3000 NA 3455 NA NA 11-7/8 4.0 9500 2050 636 5.3 1265 1740 1725 2050 3-16d 3000 3475 3455 3930 3-16d 14 4.2 11275 2390 926 5.3 1265 1740 1725 2200 3-16d 3000 3475 3455 3930 3-16d 16 4.5 12925 2710 1252 5.3 1265 1740 1725 2200 3-16d 3000 3475 3455 3930 3-16d 18 4.8 14550 3030 1631 5.3 1265 1740 1725 2200 3-16d 3000 3475 3455 3930 3-16d 20 5.1 16165 3345 2064 5.3 1265 1740 1725 2200 3-16d 3000 3475 3455 3930 3-16d TJI L65 9-1/2 3.0 5215 1675 263 5.3 1375 NA 1675 NA NA 2745 NA 3365 NA NA 11-7/8 3.3 6750 1925 450 5.3 1375 1745 1885 1925 3-8d 2745 3120 3365 3735 3-8d 14 3.6 8030 2125 666 5.3 1375 1750 1885 2125 5-8d 2745 3365 3365 3985 5-8d 16 3.9 9210 2330 913 5.3 1375 1750 1885 2330 6-8d 2745 3490 3365 4105 6-8d 18 4.2 10380 2535 1205 5.3 1375 1750 1885 2535 7-8d 2745 3615 3365 4230 7-8d 20 4.4 11540 2740 1545 5.3 NA 1750 NA 2740 8-8d NA 3740 NA 4355 8-8d 22 4.7 12690 2935 1934 5.3 NA 1750 NA 2935 9-8d NA 3860 NA 4480 9-8d 24 5.0 13830 3060 2374 5.3 NA 1750 NA 3060 10-8d NA 3875 NA 4605 10-8d 26 5.3 14960 2900 2868 5.3 NA 1750 NA 2900 11-8d NA 4725(7) NA 5345(7) 11-8d 28 5.5 16085 2900 3417 5.3 NA 1750 NA 2900 12-8d NA 4850(7) 14975(7)1 NA 5470(7) 12-8d 30 1 5.8 1 17205 1 2900 4025 1 5.3 1 NA 1 1750 1 NA 1 2900 13-8d I NA NA 5590(7) 13-8d See notes at the end of the table. Page 9 of 18 TABLE 3 --CONTINUED ESR -1153 BASIC PROPERTIES REACTION PROPERTIES Joist Joist Resistive Vert. EI K END REACTION Obs.) INTERMEDIATE REACTION (lbs.) Depth Weight Moment Shear X110 1-3/4" 3-12" Nails 3-112" 5-1/4" Nails (in.) (pIQ (ft. -lbs.) Obs.) lbs. -in. 2-1/2-(9) Req'd 5-114-(7) 7" (7) Req'd (10) Bearing Length Bearing Length for Bearing Length Bearing Length for Std Web Stiffeners Web Stiffeners Sty Web Stiffeners Web Stiffeners NO YES NO YES NO YES NO I YES TJI L90 912 3.8 7415 1675 365 5.3 1400 NA 1675 NA NA 3350 NA 3965 NA NA 11-7/8 4.2 9605 1925 621 5.3 1400 1715 1885 1925 2-16d 3350 3665 3965 4285 2-16d 14 4.5 11430 2125 913 5.3 1400 1875 1885 2125 3-16d 3350 3825 3965 4440 3-16d 16 4.7 13115 2330 1246 5.3 1400 2030 1885 2330 4-16d 3350 3980 3965 4600 4-16d 18 5.0 14785 2535 1635 5.3 1400 2030 1885 2515 4-16d 3350 3980 3965 4600 4-16d 20 5.3 16435 2740 2085 5.3 NA 2190 NA 2675 5-16d NA 4140 NA 4755 5-16d 22 5.6 18075 2935 2597 5.3 NA 2345 NA 2830 6-16d NA 5090 NA 5705 11-16d 24 5.8 19700 3060 3172 5.3 NA 2345 NA 2830 6-16d NA 5405 NA 6020 13-16d 26 6.1 21315 2900 3814 5.3 NA 2450 NA 2900 7-16d NA 5800(7) NA 5800(7) 14-16d 28 6.4 22915 2900 4525 5.3 NA 2450 NA 2900 8-16d NA 5800(7) NA 5800(7) 15-16d 30 6.6 24510 2900 5306 5.3 NA 2450 1 NA 2900 8-16d NA 5800(!) NA 5800(7) 17-16d TJI H90 11-7/8 4.6 10960 1925 687 5.3 1400 1715 1885 1925 2-16d 3495 3810 4100 4420 2-16d 14 4.9 13090 2125 1015 5.3 1400 1875 1885 2125 3-16d 3495 3970 4100 4575 3-16d 16 52 15065 2330 1389 5.3 1400 2030 1885 2330 4-16d 3495 4130 4100 4735 4-16d 18 5.4 17010 2535 1827 5.3 1400 2030 1885 2515 4-16d 3495 4130 4100 4735 4-16d 20 5.7 18945 2740 2331 5.3 NA 2190 NA 2675 5-16d NA 4285 NA 4890 5-16d 22 6.0 20855 2935 2904 5.3 NA 2345 NA 2830 6-16d NA 5235 NA 5840 11-16d 24 6.3 22755 3060 3549 5.3 NA 2345 NA 2830 6-16d NA 5425 NA 6155 13-16d 26 6.5 24645 2900 4266 5.3 NA 2450 NA 2900 7-16d NA 5800(7) NA 5800(7) 14-16d 28 6.8 26520 2900 5059 5.3 NA 2450 NA 2900 8-16d NA 5800(7) NA 5800(1) 15-16d 30 7.1 28380 2900 5930 5.3 NA 2450 1 NA 2900 1 8-16d I NA 5800(7) NA 5800(1) 17-16d TJI HD90 11-7/8 5.4 14075 2320 826 6.0 1835(9) 2320(9) 2150 2320 4-16d 3995 4650 4690 5345 4-16d 14 5.7 16920 2565 1232 6.0 1835(9) 2565(9) 2150 2565 6-16d 3995 4980 4690 5670 6-16d 16 6.0 19550 2790 1695 6.0 1835(9) 2790(9) 2150 2790 6-16d 3995 4980 4690 5670 6-16d 18 6.3 22150 3020 2239 6.0 1835(9) 3020(9) 2150 3020 8-16d 3995 5310 4690 6000 8-16d 20 6.7 24725 3250 2866 6.0 NA 3250(9) NA 3250 10-16d NA 5425 NA 6330 10-16d 22 7.0 27280 3480 3579 6.0 NA 3475(9) NA 3480 10-16d _ NA 5425 NA 6330 10-16d 24 7.3 29815 3710 4380 6.0 NA 500(9)(11 NA 3710 12-16d NA 5425 NA 6655 12-16d 26 7.6 32330 3940 5272 6.0 NA 500(9)(11 NA 3940 14-16d NA 6985(7)NA 7675(1) 14-16d 28 7.9 34830 4165 6258 6.0 NA 500(9)(11 NA 4165 14-16d NA 6985(7) NA 7675(7) 14-16d 30 82 37310 4375 7339 6.0 NA 500(9)(11 NA 4375 16-16d NA 7310(7) NA 8005(7) 16-16d 32 8.5 39785 4375 8519 6.0 NA 500(9)(11 NA 4375 18-16d I NA 7640(7) NA 8335(7) 18-16d TJI HS90 11-7/8 6.0 16050 2320 900 6.0 1835(9) 2320(9) 2150 2320 4-16d 3995 4650 4690 5345 4-16d 14 6.3 19425 2565 1355 6.0 1835(9) 2565(9) 2150 2565 6-16d 3995 4980 4690 5670 6-16d 16 6.6 22550 2790 1876 6.0 1835(9) 2790(9) 2150 2790 6-16d 3995 4980 4690 5670 6-16d 18 7.0 25640 3020 2488 6.0 1835(9) 3020(9) 2150 3020 8-16d 3995 5310 4690 6000 8-16d 20 7.3 28695 3250 3195 6.0 NA 3250(9) NA 3250 10.16d NA 5425 NA 6330 10-16d 22 7.6 31725 3480 3998 6.0 NA 3475(9) NA 3480 10-16d NA 5425 NA 6330 10-16d 24 7.9 34730 3710 4901 6.0 NA 500(9)(11 NA 3710 12-16d NA 5425 NA 6655 12-16d 26 8.2 37715 3940 5905 6.0 NA 500(9)(11 NA 3940 14-16d NA 6985(7) NA 7675(7) 14-16d 28 8.5 40680 4165 7014 6.0 NA 500(9)(11 NA 4165 14-16d NA 6985(1) NA 7675(7) 14-16d 30 8.8 43630 4375 8230 6.0 NA 500(9)(11 NA 4375 16-16d NA 7310(1) NA 8005(7) 16-16d 32 1 9.1 46560 4375 9555 6.0 NA 500(9)(11 NA 4375 18-16d NA 7640(1) NA 8335(7) 18-16d oCC "CACa di UIC enU Ui uie taUie. Page 10 of 18 TABLE 3 --CONTINUED ESR4153 BASIC PROPERTIES REACTION PROPERTIES Joist Joist Resistive Vert. EI K END REACTION (lbs.) INTERMEDIATE REACTION Obs.) Depth Weight Moment Shear x 108 17.05 1-3/4" 3-12" Nails 3-1/2" 5-1/4" Nails (in.) (plf) (ft. -lbs.) Obs.) lbs. -in. 524 2-1/2-(9) Req'd 5-114-(7) 7-(7) Req'd 2,320 23.20 (1o) ngth Bearing Length Be*Stiffeners for Bearing Length Bearing Length for Web Web Stiffeners W Web Stiffeners Web Stifreners Stiff SrfNO YES NES NO YES NO YES TJI 100C 912 2.5 2605 1120 184 4.5 1120 NA 1120 NA NA 2285 NA 2795 NA NA 11-7/8 2.7 3350 1420 314 4.5 1125 1420 1405 1420 3-8d 2285 2640 2795 3155 3-8d 14 3.0 3915 1710 461 4.5 1125 1480 1405 1710 3-8d 2285 2640 2795 3155 3-8d 16 3.2 4430 1970 628 4.5 1125 1480 1405 1760 3-8d 2285 2640 2795 3155 3-8d TJI 300C 11-7/8 2.7 4470 1420 372 4.5 1125 1420 1405 1420 3-8d 2595 2950 3175 3535 3-8d 14 3.0 1 5355 1 1710 545 4.5 1125 1480 1405 1710 3-8d 2595 2950 3175 3535 3-8d 16 32 6085 1970 742 4.5 1125 1480 1405 1760 3-8d 2595 2950 3175 3535 3-8d For SI: 1 inch = 25.4 mm, 1 ptf = 14 59 N/m, 1 ft. -lb. = 1.356 N -m, 1 Ib. -in. = 2.87 kN-mm. FOOTNOTES FOR TABLE 3: 1. Refer to Figure 1 for web stiffener details. 2. Deflection is calculated as follows: Uniform load: A = 22'5WL4 + 12WL2 EI Kdx105 Where: P = Concentrated load, pounds. W = Uniform load in pounds per lineal foot. 3. 4. 5. 6. 7. 8. 9. 10. 11. Concentrated load at midspan : A = 36PL3+ 24PL EI Kdx105 d = Out -to -out depth of joist, inches. L = Clear span in feet EI = From table. K = From table. The stated allowable design properties are for loads of normal duration. Adjustments to the allowable design values must be in accordance with the applicable code, with the exception noted in footnote 10 below. Interpolation between bearing lengths and joist depths is permitted for allowable design reactions. The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener. Allowable bearing lengths have been determined based on Weyerhaeuser TJI Joist products. Allowable bearing on supporting members must be checked. Allowable bearing reactions for 5 -1/4 -inch and 74nch bearing lengths at intermediate supports. Joist weights shown are calculated on a rational basis, are based on the heavier of eastern or western species products and are suitable for dead load calculation. Contact the producing plant for shipping weight infonnation if needed. Applicable to TJI HD90 and TJI HS90 joists only. Areas indicate allowable bearing reactions for a 2-1/2 inch bearing length at end supports. 1-3/4 inch end bearing lengths are also permitted; with allowable reactions of 1600 lbs. without web stiffeners for depths up to and including 18 inches; with web stiffeners the allowable reaction is 2255 lbs. for the 11-7/8 inch depth and 2450 lbs. for all other depths. The resistive moment capacities listed in Table 3 may not be increased by any code allowed repetitive -member use factor. Applicable to TJI HD90 and TJI HS90 joists only. Reaction capacities based on applicable hanger seat length (interpolated as per note 4 above) may be increased 510 lbs when supported by Simpson Strong -Tie Co. HWI or WPU joist hangers with a minimum of 410d common nails installed through the joist hanger stirrups and into the joist web stiffener and web. TABLE 4 -PROPERTIES FOR USE IN SECTION 4.2 TJI JOIST SERIES TJI JOIST DEPTH (inches) Viz (lbs.) K TJI 110 514 1,560 15.60 JI 210, TJI 230 s16 1,655 16.55 J 1360 516 1,705 17.05 JI 560 920 2,050 20.50 JI 100C, TJI 300C 5 16 1,420 14.20 JI L65, TJI L90, TJI H90 524 1,925 19.25 JI HD90, TJI HS90 S24 2,320 23.20 For SI: 1 inch = 25.4 mm, 1 Ib. = 4.448 N, 1 pif = 14.59 N/m. Page 11 of 18 ESR -1153 FIGURE 1—WEB STIFFENER NOTES AND DETAILS 1. Web stiffeners must be installed at bearing points as required in Table 3. 2. Web stiffeners must be installed at points of concentrated loads greater than 1500 pounds and are to be nailed in accordance with the intermediate reaction schedule in Table 3. 3. Web stiffeners are to be installed on each side of the web as shown, with nails equally spaced vertically. 4. A gap must be left at the top of web stiffeners as shown at all bearing conditions. In the case of concentrated loads, web stiffeners are required as shown and the gap must be at the bottom. 5. Web stiffener material must be sheathing meeting the requirements of PS -1 or PS -2 with the face grain parallel to the long axis of the stiffener. 6. Some hangers require web; stiffeners to comply with nailing requirements through side plates. 7. If web stiffeners are not used in hanger support, the side of the hanger must extend up to laterally support the top flange. 8. See manufacturer's published installation instructions for additional details and requirements for web stiffeners. Web stiffener sDecifications are as follows: TJI JOIST SERIES MINIMUM DIMENSIONS "W" (inches) "T" (inches) GRADE TJI 110 25/16 5/8 See Note 5 TJI 210 25/16 23/32 See Note 5 TJI 230, TJI 360, TJI L65 25/16 7/8 See Note 5 TJI 100C, TJI 300C 25/16 1.0 See Note 5 TJI 560, TJI L90, TJI H90 31/2 11/2 Construction Grade 2x4 TJI HD90, TJI HS90 31/2 11/2 1.3E minimum grade TimberStrand LSL For st: i inch = 25.4 mm. End Support I Min. Bearing Distance WEB STIFFENER ATTACHMENT T--I F-- 4u" min. 1 " typical(1) V 4' max. Nails spaced equally(2) Snug fit I " typical() �— (1) 1'n" typical with 2x4 sawn lumber web stiffeners (2) The nails may be driven from one side only MINIMUM BEARING DISTANCE Hanger Support Min. Bearing Distance Concentrated Load Intermediate Support Min. Bearing Distance Page 12 of 18 1'/,' knockouts at Z o.c. availablc in most TJ1djoi5t5 upon re�uest Flanoe Web 0 O. Flange ;;•lr, ; Face ofjoist support TJI®joist top and bottorn TJI®joist span flanges should never be cut ESR -1153 FIGURE 2—Allowable Hole Size and Location for the TJI L66, TJI L90, TJI H90, TJI HD90 and TJI HS90 Joists ONLY. Flnlp Fartnrc nnei I nratinnc [:hart Round Hole 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Size 4'-6" 5'-9- 17 V-6' 2'-9" 3'-9" 5'-0" 6'-3" 18 V-6" 3'-0" 4'-3" 5'-6" 6:9"-- 19 1'-9" 3'-0" 4'-3" inches T-0- 20 V-9' 3'-0" 4'-3" 5'-6" 7'-0" 21 2'-0" 3'-0" 4'-3" 5'-9" 7'-3" 22 2'-0" 3'-0" 4'-3" 5'-9" Rectangular 1% 1% 2% 3 3% 4 4% 5% 6 6'/z 7 79/! 8% 9 9'/ 10 10% 11% 12 Hole Size 2'-3' 3'-9" 4'-9" 6'-0" T-9- 27 2'-6" 3'-9" 5'-0" 6'-3" T-9" 28 2'-6" 4'-0" 5'-3" 6'-6" 8'-0" 29 inches 4'-0" 5'-6" 6'-9" 8'-3" 30 2'-9" 4'-3" 5'-9" 7'-0" 8'-6- 31 3'-0" 4'-3" 5'-9" 7'-3" 8'-9" 32 3'-0" 4'-6" 11% A A B C E 6'-3" 7'-9" 9'-6" 34 3'-0" 5'-0" 6'-0" 8'-0" 9'-9" 35 3'-3" 5'-0" 6'-6" 8'-3" 14 A A B C C D E s 16 A A A B C C D E E c 18 4" 1'-3" A A B C C D E E 20 4" V-3" A A B B C C D D E E m 22 4" V-3" 1'-3" A A B B C C D D E E 24 4" 4" 1'-3" A A A B B C C D D E E E 26 4" 4" 1'-3" A A A B B B C C D D D E E 0 28 4" 4" 1'-3" 1'-3" A A A B B B C C D D D E E E 30 4" 4" 4" 1'-3" 1'-3" A A I A B B B C C C I D D I E E E Hole Locations Chart Joist Span (center tc) center of support, feet A Hole Factor B C D E 14 1'-3" 2'-0" 2'-6" 3'-9" 5'-0" 15 1'-3" 2'-0" 3'-0" 4'-0" 5'-3- 16 V-3' 2'-3" 3'-3" 4'-6" 5'-9- 17 V-6' 2'-9" 3'-9" 5'-0" 6'-3" 18 V-6" 3'-0" 4'-3" 5'-6" 6:9"-- 19 1'-9" 3'-0" 4'-3" 5'-6" T-0- 20 V-9' 3'-0" 4'-3" 5'-6" 7'-0" 21 2'-0" 3'-0" 4'-3" 5'-9" 7'-3" 22 2'-0" 3'-0" 4'-3" 5'-9" T-3- 23 2'-0" 3'-3" 4'-3" 5'-9" T-6- 24 2'-3" 3'-3" 4'-6" 5'-9" 7'-6" 25 2'-3" 3'-6" 4'-9" 5'-9" 7-9- 26 2'-3' 3'-9" 4'-9" 6'-0" T-9- 27 2'-6" 3'-9" 5'-0" 6'-3" T-9" 28 2'-6" 4'-0" 5'-3" 6'-6" 8'-0" 29 2'-6" 4'-0" 5'-6" 6'-9" 8'-3" 30 2'-9" 4'-3" 5'-9" 7'-0" 8'-6- 31 3'-0" 4'-3" 5'-9" 7'-3" 8'-9" 32 3'-0" 4'-6" 6'-0" 7'-6" 9'-3- 33 3'-0" 4'-9" 6'-3" 7'-9" 9'-6" 34 3'-0" 5'-0" 6'-0" 8'-0" 9'-9" 35 3'-3" 5'-0" 6'-6" 8'-3" 10'-0" 36 3'-3" 5'-0" 1 6'-9" 8'-6" 10' -3 - Notes to Figure 2: 1. Charts are based on simple spans and uniform load applications or applicable building code provisions for concentrated loads (2000 lbs. Over 2.5 square feet) with 25 psf dead load and 20 psf partition load. 2. For uniformly loaded multiple span applications holes must be located 1.0 inch farther from the support for each foot of joist span, than the values indicated in the Charts. 3. Holes are not allowed in cantilever areas unless specifically designed by a qualified design professional. 4. Where more than one hole is to be cut in the web, the clear distance between holes must be twice the length of the longest dimension of the largest adjacent hole. 5. Hole sizes shown are hole sizes, not duct sizes. 6. Rectangular hole sizes are based on measurement of the longest side. 7. Hole locations are measured from inside face of joist support to nearest edge of hole. See Figure 3. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. Page 13 of 18 NO fl Id Gl1L ASninurn diet.m✓ fmn LiFle. r. holes In bfininym d;,l..+,c, hatched zones irsn, -I,bte ASninun diet.rncr. fmn Li He B Minimum dietance f". LHrE ESR -1153 L:" helc msv he cut any»hrrc in V rt out- sWr hstchtJ torr C • -.4L 2 , n r. i u 2 l: r E" Dr nrfrut Arles larger rnmlm.lm minorum Mar, P:'(n ranfile Cvr fafFfix t-. all h-- FIGURE 3—ALLOWABLE HOLE SIZE AND LOCATION FOR THE TJI 110, TJI 210, TJI 230, TJI 360 AND TJI 660 JOISTS (TABLES A AND B), AND TJI 100C AND 300C JOISTS (TABLES C AND D) Tahlp A - Minimum nictancp Frnm Incirip Fac.- of Fnri Cunnnrt to IUaaract Frina of We%ln JOIST DEPTH (inches) TJI JOIST SERIES —2T ROUND HOLE SIZE inches 3 4 6'/2 87/e 11 13 SQUARE OR RECTANGULAR HOLE SIZE inches 2 3 4 6% 8% 11 13 9'/2 TJI 110 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 1'-6" 2'-0" 4'-0" TJI 210 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 7-0" 2'-6" 5'-0" TJI 230 1'-0" 2'-0" 2'-6" 5'-6" 1'-0" 2'-0" 3'-0" 5'-0" live TJI 110 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" V-6" 4'-0" 6'-0- TJI 210 1'-0" 1'-0" 1'-0" 2'-0" 5'-0° 1'-0" 1'-0" 2'-0" 5'-0" 6'-0" TJI 230 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 2'-0" 5'-0" T-0- TJI 360 1'-0" 1'-0" V-6' 4'-0" T-0" 1'-0" 1'-0" 2'-6" 6'-6" T-6- TJI 560 1'-0" 1'-0" 1'-6' 5'-0" 8'-0" 1'-0" 2'-0° 3'-0" T-0" 8'-0" 14 TJI 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 8'-0" TJI210 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 1'-0" 4'-0" 6'-6" 8'-6" TJI 230 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 4'-0" T-0" 9'-0" 9'-6- TJI 360 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 8'-0" 1'-0" 1'-0" 1'-0" 5'-6" 8'T-1911, TJI 560 1'-0" I 1'-0" V-6" 5'-0" 9'-6" 13'-6" 1'-0" T-0" 5'-0" 10'-0" 13'-0" 15'-0" TJI 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 9'-0" T-0' 1'-0" 1'-0" 1'-6" 6'-0" 9'" 4'-0" 9'-0" 16 TJI 210 1'-0" 1'-0" 1'-0° 1'-0" V-6 3'-6" 6'-0' 1'-0" 1'-0" 1'-0" 2'-6" 6' 10'-6" TJI 230 1'-0" 1'-0" 1'-0" 1'-0" 7-0° 4'-0" 6'-0" 1'-0" 1'-0" 1'-0" 3'-0" T 11'-0" TJI 360 1'-0" 1'-0" 1'-0" 1'-0" T-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'" 11'-6"TJI 560 1'-0" V -W 1'-0" 1'-0" 3'-0" 6'-6" 10'-0° 1'-0" 1'-0" 1'-0" 5'-0" 10" VVO IIV I.C.0 VOIVW 1Gu10 U. Table R — Minimum nictancp from incirip Fara of IntarmnAimtn nr f`mn+ilnt.nr cll,.o LA -1 - JOIST DEPTH (inches) TJI JOIST SERIES 2 ROUND HOLE SIZE INCHES 3 4 6%2 1 87. 11 13 SQUARE OR RECTANGULAR HOLE SIZE inches 2 3 4 6'/2 8'/e 11 13 9% TJI 110 V-6" 2'-0" 3'-0" T-0" 1'-6" 2'-6" 3'-0° 6'-6- TJI 210 2'-0" 2'-6" T-6" 7-0" 2'-0" T-0" 4'-0" T -0 - TA 230 2'-0" T-0" 4'-0" 8'-0" 2'-6" T-0" 4'-6" 7'-0" 11'/8 TJI110 1'-0° 1'-0" 1'-6" 4'-0" 8'-0" 1'-0" V-6" 2'-6" 6'-6" 9'-0" TJI 210 1'-0" 1'-0" 2'-0" 4'-0" 9'-0" 1'-0" 2'-0" 3'-0" T-6" 10'-0" TJI 230 1'-0" 2'-0" 2'-0" 5'-0" 9'-6" 1'-0" 2'-6" 3'-0" 8'-0° 10--o- TJI 360 2'-0" T-0" 4'-0" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 9'-0" 11'-0" TJI 560 V-6" T-0" 4'-0" 8'-0" 12'-0" 3'-0" 4'-0" 6'-0" 10'-6" 12'-0- 14 TJI 110 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 8'-0" 1'-0" 1'-0" 1'-0" 5'-0" 9'-0° 12'-0- TJI 210 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 12'-6" TJI 230 1'-0" 1'-0" 1'-0" T-0° 5'-0" 10'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-6" 13'-0" TJI 360 1'-0" 1'-0" 7-0" 5'-6" 8'-0" 12'-0" 1'-0" 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" TJI 560 1'-0" I 1'-0" V-6" 5'-0" 9'-6" 13'-6" 1'-0" T-0" 5'-0" 10'-0" 13'-0" 15'-0" 16 TJ1210 1'-0" 1'-0" 1'-0" 1'-0" T-0' 5'-6" 9'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-0" 12'-6" 15'-6" TJI 230 1'-0" 1'-0" 1'-0" 1'-6" 4'-0' 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" 5'-0" 10'-6" 13'-0" 16'-0" TJI 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" T-6' 13'-0" 14'-0" 17'-0" TJI 560 1'-0" 1'-0" 1'-0" 2'-0° 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3' ti 9'-0" 14'-0" 16'-0" 18' 0 Page 14 of 18 FIGURE 3A—ALLOWABLE HOLE SIZE AND LOCATION FOR THE TJI 100C and TJI 300C JOISTS Table C — Minimum Distance From Inside Face of End SUDDort to Nearest Edae of Hole ESR -1153 JOIST DEPTH TJI JOIST 2 ROUND HOLE SIZE inches SQUARE OR RECTANGULAR HOLE SIZE inches (inches) SERIES = 3 4 6% 8% 1 10% 12% 2 3 4 6% 8% 10% 12% 9'/2 TJI 100C 1'-0° 1 1'-0" 2'-0° 5'-0" 8'-0° 1'-0" V-6" 2'-0" 4'-0" 8'-0" 11% TA 100C 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 2'-0" 1'-0° 1'-0" 1'-6" 4'-0" '-6° 6-6- 4'-6" 8'-0" TJI TJI300C 1'-0° 1'-0° 1'-0" 3'-0° 6'-0° 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 6'-6- I 1'-0" 14 TJI 100C 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 6'-0° TA 300C 1'-0" 1'-0" 1'-0" V-6- 3'-0" 7'-0" 1'-0" 1'-0" 1'-0" 4'-0" 6'-0" 16 TA 100C 1'-0" 1'-0" 1'-0" 1'-0° 1'-0° 3'-0" 5'-0" 1'-0° 1'-0" 1'-0° 2'-0" 5'-0° 6'-0" 8'-0° 1 TJI 300C 1'-0" 1'-0° 1'-0° 1'-0° 1 V-6- 4'-0" 7'-0° 1'-0° 1'-0" 1'-0" 2'-0" 1 6'-0" 8'-0° 10' -0 - See notes below Table D. Table D—Minimum Distance from Inside Face of Intermediate or Cantilever Support to Nearest Edge of Hole JOIST DEPTH (inches) TJI JOIST SERIES 2 ROUND HOLE SIZE inches 1 3 4 6'/4 8% 10'/. 12% SQUARE OR RECTANGULAR HOLE SIZE inches 2 3 4 6% 8% 1 10% 12'/. 9% TJI 100C 1'-6" 2'-0" 3'-0" 7'-6" 1'-0° 2'-0" 3'-0" 6'-0" 11% TJI 100C 1'-0" 1'-6" 2'-0" 4'-0" 8'-0° 1'-0" 2'-0° 3'-0" 6'-0" 8'-0" TA 300C 1'-6" 2'-0" 3'-0" 5'-0" 10'-0" 1'-0° 3'-0" 4'-0" 7'-0" 9'-6- 14 TA 100C 1'-0" 1'-0" 1'-0° 2'-0" 4'-6" 8'-0° 1'-0° 1'-0" 2'-0" 4'-6" 8'-0" 10'-6" TJI 300C 1'-0° 1'-0" 1'-0' 3'-6° 6'-0° 10'-6° 1'-0" 1 2'-0" 1 3'-0° 1 6'-0" 10'-0" 12'-0" 16 TJI 100C 1'-0° 1'-0" I 1'-0" I 1'-0° 2'-6° 1 4'-6" 1 7'-6° 1 1'-0" I 1'-0" I 1'-0" 1 3'-0" 7'-0° 9'-0° 1 12'-6- 2'-6°TJI300C TJI 300C1'-0" I 1'-0" I 1'-0° 12'-0'14'-0' 1 6'-0° 111'-0" I 1'-0" I 1'-0" 1 2'-0" 1 5'-0" 10'-0° 12'-0" 1 15'-0" For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. 1. The dear distance between multiple holes must be twice the length of the longest dimension of the largest hole. 2. Holes may be located vertically anywhere within the web. Leave 1/8 inch of web minimum at top and bottom of hole. 3. Table A (simple and continuous spans) and Table B (continuous spans) are based on uniform load applications, within the limitations of the applicable Weyerhaeuser literature. 4. TJI Joists are manufactured with 1 1/2 inch diameter perforated knockouts in the web at approximately 12 inches on center along the length of the joist. 5. For simple span (5 foot minimum) uniformly loaded joists one maximum size hole may be located in the web at the center of the joist span provided no other holes occur in the joist. Page 15 of 18 FIGURE 4—ONE-HOUR FIRE -RESISTIVE ASSEMBLY DETAILS ient channels directly applied to joists or trusses @ 16 inches o.c. supporting both layers of gypsum board necessary to achieve sound ratings* ESR -1153 ASSEMBLY A (See Section 4.17. 1) 1. Double Wood Floor. 2. TJI Joist with minimum 1-1/2 inch flange depth. 3. Fixture protection. 4. 24 inch x 48 inch recessed light fixture. 5. Cold -rolled channels. 6. 12 inch air diffuser. 7. Thermafiber, Fibrex-FBX, Fibrex-IF or IIG MinWool mineral wool blankets. 8. 5/8 -inch thick acoustical panels 24 inches x 24 inches or 24 inches x 48 inches supported by an approved exposed fire -rated suspension system. ASSEMBLY B (See Section 4.17.2) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1), nailed and glued to the TJI joists with construction adhesive conforming to ASTM D3498. 2. Two layers of 1/2 inch thick Type C, or 5/8 -inch -thick Type X gypsum board. 3. TJI Joist 4. Optional minimum 3-1/2 inch thick glass fiber insulation or glass fiber insulation rated R-30 or less, with resilient channels (not shown). Sound Test Data' W/O Gypsum Concrete STC = 50 Pad & Carpet IIC = 60 Tarkett Acoustiflor IIC = 51 1 Cushioned vinyl IIC = 45 2 W/Gypsum Concrete STC = 58 Pad & Carpet IIC = 54 Tarkett Acoustiflor IIC = 54 1 Armstrong Vios/Armstrong Cambs sheet vinyl IIC = 50 (1) k requires rrvo layers oT oiu-incn thick I ype X gypsum board with minimum 3-1/2 inch thick glass fiber insulation or glass fiber insulation rated R-30 or less. (2) Applicable only in jurisdictions using the IRC, BNBC or SBC. ASSEMBLY C (See Section 4.17.3) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1), nailed and glued to the TJI joists with construction adhesive conforming to ASTM D3498. 2. TJI Joist. 3. 5/8 inch thick x 24 inch x 24 inch ceiling panels. 4. Fixture protection. 5. 1/2 inch thick Type C, or 5/8 -inch -thick Type X gypsum board. 6. 24 inch x 48 inch recessed light fixture. 7. 6 inch x 12 inch opening for return air. 8. 12 inch diameter diffuser opening. 9. Steel suspension grid. For SI: 1 inch = 25.4 mm. Page 16 of 18 Sound Test Data' W/Gypsum Concrete STC = 59 Pad & Carpet IIC = 54 Without Gypsum Concrete STC = 47 1 Pad & Carpet IIC = 54 ti Appucame oniy m lunsdictions using the IRC, BNBC or SBC. W0 1=01 =acs:;r,8 TYPICAL DETAIL FOR BUTT JOINTS PERPENDICULAR TO FRAMING MEMBERS. ESR -1153 ASSEMBLY D (See Section 4.17.4) 1. 48/24 tongue -and -groove span -fated sheathing (Exposure 1). 2. TJI Joist with minimum 1.375 inch flange depth. 3. No. 26 gauge galvanized steel furring channel installed perpendicular to joists. Furring channels spaced 1-1/2 inches from and on each side of wallboard end joints and 24 inches on center away from end joints. Channel secured to joists with support dips (Item 4) at each joist location. At channel splices, adjacent pieces overlapped 6 inches and tied with double strand of No. 18 SWG galvanized steel wire at each end of overlap. 4. Simpson Strong -Tie Co. Type CSC support clips to be used to support furring channels at the intersection with each joist. Support clips nailed to side of joist bottom flange with 1-12 inch long No. 11 gauge nail. 5. Stabilizer strap (not shown) - 3/4 inch x 6 inch No. 24 gauge galvanized steel strap used to prevent rotation of the support clips at wallboard end joints and along walls. 6. 1 inch thick, 6 pcf minimum, Thermafiber, Fibrex-FBX, Fibrex-IF or IIG MinWool mineral wool blankets. 7. 12 inch thick USG Type C FIRECODE or ProRoc Type C gypsum board. ASSEMBLY E (See Section 4.17.5) 1. Double wood floor or a single layer of 48/24 span -rated tongue - and -groove sheathing (Exposure 1). Where a single layer is used, sheathing must be nailed and glued to the TJI joists with construction adhesive conforming to ASTM D3498. 2. TJI Joist 3. An approved ceiling system that will provide a 40 -minute finish rating. An example of a ceiling with a 40 -minute finish rating is described in Section 4.17.2. ASSEMBLY F (See Section 4.17.6) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1). 2. 5/8 inch thick USG Type C FIRECODE or ProRoc Type C gypsum board. 3. TJI Joist (with flange sizes 2x4 nominal or larger). 4. USG RC -1 channel at 16 inches on center. 5. Thermafiber, Fibrex-FBX, Fibrex-SAFB or IIG MinWool SAFB mineral wool batts. For SI: 1 inch = 25.4 mm. Page 17 of 18 ESR -1153 ASSEMBLY G (See Section 4.18) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1). 2. TJI joists, 24 inches on center maximum. 3. Optional glass fiber insulation, unlaced bates, 3-12 inches thick in plenum, supported by stay wires 12 inches on center and centered on joist bottom flanges. 4. Three layers of 5/8 inch thick Gold Bond Fire -Shield C, Type X gypsum board. 5. Resilient channels at 16 inches on center located between 3 first and second layers of gypsum board. For SI: 1 inch = 25.4 mm. Typical resilient channel and gypsum board attachment. FIGURE 6—TWO-HOUR FIRE -RESISTANCE -RATED FLOOR -CEILING OR ROOF -CEILING ASSEMBLY Alternate Floor or Roof Systems: Lightweight concrete or gypsum concrete may be added to Assemblies A, B, C, D, E, F, and G in accordance with Section 4.19. , ILL X MINER FASTE AT E< FIGURE 6—LIGHT FIXTURE PROTECTION (See Section 4.17.1, Item 5 for detailed description of mineral wool batts.) For SI: 1 inch = 25.4 mm. X 2Y4" X 48" ,IERAL WOOL BATT CN 51DE OF FIXTURE Page 18 of 18 ESR4153 FIGURE 7—METAL STRAP AND TENSION -TIE CONNECTION CAPACITIES AND DETAILS FOR TJI JOISTS 3" min. tninn 1-1/4" max. 3 rows of 10d x 1.5" nails at 3" o.c. Detail A is applicable to all TJI Joists with structural composite lumber flange widths of 2.5 inches or greater. Simpson Strong - Tie Co. MSTI or PAI straps, or other straps of the same minimum gauge, dimensions, grade of steel and nail patterns and recognized in a current ICC -ES Report or ICC -ES Legacy Report may be used. Detail B: o. c. min. 4 rows of 1 O x 1.5" nails at 6" o.c. 1-5/8" min. 2-3/8" max. Detail B is applicable to all TJI Joists with structural composite lumber flange widths of 3.5 inches or greater. Simpson Strong - Tie Co. LSTI or LTTI straps, or other straps of the same minimum gauge, dimensions, grade of steel and nail patterns and recognized in a current ICC -ES Report or ICC -ES Legacy Report may be used. General Notes: Connection capacity limited to a lateral nail design value of 112 Ibstnail with the following conditions. 1. All nails must be 10d short nails, 0.148 inches x 1.5 inches. 2. Minimum steel thickness must be 18 gauge (0.049 inches). 3. Total connection capacity must not exceed the code approved strap or tension -tie design value. 4. The connection capacity is permitted to be increased for duration of load in accordance with the code. 5. No additional reductions are necessary due to penetration. 6. The minimum required end distance must be 3 inches. For SI: 1 inch = 25.4 mm, 1 Ibf. = 4.448 N. ES-� ESR -1387 REPORTTM Reissued May 1, 2007 This report is subject to re-examination in two years. ICC Evaluation Service, Inc. Ekm'mWavional Off a 53M w01Wm Nfl Ria, Mow, calffomia WW1 • (5M) 699.0543 www. icc-eS.Orq Pteglonal Office 900 Moradav �. S'� A. Birmhoam, Alabama 35213 ■ (205) 5999800 Regional Office ■ 4051 west Fbssmoor Road, Camtry Club Hills. IPr x%60478 ■ (708) 7992305 DIVISION: 06—WOOD AND PLASTICS Section: 06170—Prefabricated Structural Wood REPORT HOLDER: WEYERHAEUSER POST OFFICE BOX 8449 BOISE, IDAHO 83707-2449 (208) 429-3715 www.iLevel.com dave.rice(cDweyerhaeuser.com EVALUATION SUBJECT: STRUCTURAL COMPOSITE LUMBER: TIMBERSTRAND® LAMINATED STRAND LUMBER (LSL), PARALLAM® PARALLEL STRAND LUMBER (PSL), AND MICROLLAM® LAMINATED VENEER LUMBER (LVL); TIMBERSTRAND® LSL RIM BOARD; TJ -STRAND® RIM BOARD; a -RIM® BOARD; AND iLevelTM' RIM BOARD 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 Intemational Building Code® (IBC) ■ 2006 Intemational Residential Code® (IRC) ■ BOCA" National Building Code/1999 (BNBC) ■ 1999 Standard Building Code® (SBC) ■ 1997 Uniform Building CodeTm (UBC) Properties evaluated: ■ Structural ■ Fire resistance 2.0 USES The structural composite lumber (SCL) products described in this evaluation report are used as alternatives to sawn lumber for wall, floor and roof structural members. These structural applications include use as beams, headers, joists, rafters, columns, wall studs, and rim boards. The products are also used as components of built-up structural members, such as flanges for I -joists and chords for trusses, as detailed in a current ICC -ES evaluation report. 3.0 DESCRIPTION 3.1 General: The structural composite lumber (SCL) described in this report is an altemative material to that described in Chapter 23 of the IBC, BNBC, SBC, and the UBC, and complies with the requirements noted in Section 2303.1.9 of the IBC, Section 2301.2.1 of the IBC for allowable stress design, and Section 2303.4 of the BNBC. The TimberStrand LSL Rim Board, TJ -Strand Rim Board, a -Rim Board, and iLevel Rim Board comply with Section 104.11 of the IBC, Section 106.4 of the BNBC, Section 103.7 of the SBC and Section 104.2.8 of the UBC as alternative materials and methods of construction. Section 2308 of the IBC, Section 2305 of the BNBC and Chapters 5, 6 and 8 of the IRC are applicable to the SCL, TimberStrand LSL Rim Board, TJ -Strand Rim Board, e -Rim Board, and iLevel Rim Board described in this report. 3.1.1 Rim Board: Each rim board product described in this evaluation report is a continuously supported structural element located at the joist elevation in an end bearing wall or parallel to the joist framing that is the full depth of the joist space and manufactured in minimum continuous 8 -foot -long (2.44 m) segments for the length of the wall. The rim boards may be used for any combination of the following: a. To transfer, from above to below, all vertical loads at the rim board location. Allowable vertical loads are noted in Tables 3, 6, 9 and 15. b. To provide diaphragm attachment (sheathing to top edge of rim board). c. To transfer in -plane lateral loads from the diaphragm to the wall plate below. d. To provide lateral support to the joist or rafter (resistance against rotation) through attachment to the joist or rafter. e. To provide closure for ends of joists or rafters. f. To provide an attachment base for siding or an exterior deck ledger. The rim board properties and species, adhesive, manufacturing parameters, and finished product thickness, width and length shall meet the requirements noted in the approved quality control manual that contains the manufacturing standard. 3.2 TimberStrand LSL and TimberStrand LSL Rim Board: 3.2.1 TimberStrand LSL: TimberStrand LSL is manufactured from strands of a single wood species or a combination of wood species blended with an isocyanate - based adhesive. The wood species, species combinations and adhesive used to manufacture TimberStrand LSL are specified in the approved TimberStrand LSL quality control manual and manufacturing standard prepared by Weyerhaeuser. TimberStrand LSL is produced with the wood strands oriented in a direction parallel to the length of the structural composite lumber, and has finished lengths up to 64 feet (19 500 mm), thicknesses up to 51/2 inches (140 mm), and depths up to 48 inches (1219 mm). TimberStrand LSL treated with zinc borate (ZB), in accordance with the TimberStrand LSL quality control manual and manufacturing REPORTS" are not to be construed as representing aesthetics or anv other attributes not specifrcagv addressed. nor are thev to be construed as an endorsement ofthe subject of the report or a recommendation for its ase. There is no warranty by ICC Evaluation Service. Inc.. express or implied as to anv finding or other matter in this report. or as to anv product covered by the report. nwRr aanrwiv1 Copyright © 2007 Page 1 of 12 Page 2 of 12 ESR -1387 standard prepared by Weyerhaeuser, may be used within the building envelope, such as for sill plates supported by masonry or concrete footings, foundations or slabs (including where preservative -treated lumber is required within the building envelope) in accordance with the American Wood Preservers' Association (AW PA) "Use Category UC2 " TimberStrand LSL treated with ZB shall not be used in exposed exterior or ground -contact applications. When used under these conditions, the corrosion rate of carbon steel and/or galvanized steel in contact with ZB-treated TimberStrand LSL is not increased by the ZB treatment. 3.2.2 TimberStrand LSL Rim Board: TimberStrand LSL rim board may be used in rim board applications, as defined in Section 3.1.1. 3.3 Parallam PSL: Parallam PSL is manufactured from strands of a single wood species, or species combinations, that are oriented parallel to the length of the member and coated with a phenol - formaldehyde adhesive. The wood species or species combinations and adhesive used in the manufacture of Parallam PSL are specified in the approved quality control manual and manufacturing standard prepared by Weyerhaeuser. Parallam PSL is available in rectangular cross sections having a maximum width of 11 inches (279 mm), a maximum depth of 19 inches (483 mm), and lengths up to 66 feet (20 120 mm). Cross sections up to 7 inches by 54 inches (178 mm by 1372 mm) are available through secondary lamination. See Footnote 9 to Table 4. 3.4 Microllam LVL: Microllam LVL is manufactured from veneers of a single wood species, or species combinations and adhesives meeting the requirements specified in the approved quality control manual and manufacturing standard prepared by Weyerhaeuser. During manufacture, the veneers are placed in a continuous - feed press, with all grain oriented parallel to the length of the member, and the veneers are bonded together with the approved adhesives. Microllam LVL is available in thicknesses from 3/4 inch (19.1 mm) to 31/2 inches (89 mm), depths from 2'/2 inches (63.5 mm) to 48 inches (1219 mm), and lengths up to 80 feet (24 380 mm). 3.5 TJ -Strand Rim Board and a -Rim Board: TJ -Strand Rim Board and a -Rim Board are oriented strand board (OSB) materials manufactured by Weyerhaeuser or J. M. Huber Corporation, and may be used in rim board applications as defined in Section 3.1.1. The OSB material is an altemative material qualified under Section 104.2.8 of the UBC, Section 104.11 of the IBC, Section R104.11 of the IRC, Section 106.4 of the BNBC and Section 103.7 of the SBC. TJ - Strand Rim Board is available in a thickness of 1'/4 inches (31.7 mm), depths up to 16 inches (406 mm), and lengths up to 24 feet (7315 mm). e -Rim Board is available in thicknesses of 1 inch or 1% inches (25.4 or 28.6 mm), depths up to 117/8 inches (302 mm), and lengths up to 24 feet (7315 mm). 3.6 Uvel Rim Board; iLevel Rim Board consists of either laminated strand lumber (LSL) or oriented strand board (OSB) material manufactured by Weyerhaeuser. It must be used only in rim board applications, as defined in Section 3.1.1. The LSL is an alternative material qualified under Section 104.11 of the IBC, Section R104.11 of the IRC, Section 104.2.8 of the UBC, Section 106.4 of the BNBC and Section 103.7 of the SBC. iLevel Rim Board is 1'/8 inches (28.6 mm) thick, and is available in depths ranging from 9'/2 to 16 inches (241 to 406 mm). It is available in lengths ranging from 8 to 24 feet (2440 to 7315 mm). 4.0 DESIGN AND INSTALLATION 4.1 General: The design and installation of Weyerhaeuser structural composite lumber shall comply with this report and the manufacturers published installation instructions. The manufacturers published installation instructions shall be available at the jobsite at all times during installation. Design of the structural composite lumber products described in this report is governed by the applicable code and the ANSI/AF&PA National Design Specification for Wood Construction (NDS). This report shall govern if there are conflicts between the manufacturers published installation instructions and this report. 4.2 TimberStrand LSL and TimberStrand LSL Rim Board: 4.2.1 Prescriptive Code Applications: TimberStrand LSL may be used as wall stud material in accordance with the prescriptive requirements of the applicable code. Cutting, notching and boring of nominally 2 -by -4 and 2 -by -6 TimberStrand LSL studs is permitted in accordance with Sections 2308.9.10 and 2308.9.11 of the IBC, Section R602.6 of the IRC, Section 2305.5.1 of the BNBC, Section 2308.7 of the SBC, and Sections 2326.11.9 and 2326.11.10 of the UBC. The allowable shear values for nailed wood structural panel shear walls utilizing TimberStrand LSL framing shall be determined using Table 2306.4.1 of the IBC, Table 23 -II -1-1 of the UBC, Table 2310.28 of the SBC and Table 2306.4.6.2 of the BNBC, subject to the following: 1. TimberStrand LSL, identified with a circled 37 or 43 as part of the product label, shall be considered to be equivalent to sawn lumber studs with a specific gravity of 0.42, with the exception that the minimum boundary nail spacing permitted for grades lower than 1.5E shall be 6 inches (152 mm) on center. TimberStrand LSL of grades1.5E or higher, identified as described above, may be used with boundary nail spacings from 2 inches (51 mm) to 6 inches (152 mm) on center. 2. 1.6E TimberStrand LSL, or higher grade, identified with a circled 45 as part of the product label, shall be considered to be equivalent to sawn lumber studs with a specific gravity of 0.50. 4.2.2 Design and Allowable Stresses: The design provisions for wood construction noted in Chapter 23 of the BNBC, SBC, and UBC, Section 2301.2(1) of the IBC (for allowable stress design) and Section R301.1.3 of the IRC, shall be applicable to TimberStrand LSL unless otherwise noted in this report. Allowable unit stresses for dry conditions of use, and details of edge loading (joist/beam) and face loading (plank), shall be as noted in Table 1. Unless otherwise noted, adjustment to the design stresses for duration of load shall be in accordance with the applicable code. Allowable lateral loads for nails installed perpendicular or parallel to the wide face of strands of TimberStrand LSL shall be as prescribed in the applicable code for sawn lumber having a minimum specific gravity of 0.50, such as for Douglas fiNarch, as noted in Table 2. Allowable withdrawal loads for nails installed perpendicular or parallel to the wide face of strands of TimberStrand LSL shall be as noted in Table 2 of this report. Minimum nail spacing for nails installed parallel to the wide face of strands (installed in the edge of TimberStrand LSL) is limited to the values noted in Table 2. Nail spacing for nails installed perpendicular to the wide face of strands (installed in the face of TimberStrand LSL) shall be as prescribed in the applicable code for sawn lumber. Other Page 3 of 12 nail spacings for specific applications, such as prefabricated steel components or hangers, may be used as detailed for TimberStrand LSL in a current ICC -ES evaluation report. Allowable lateral loads for machine bolts and lag bolts installed perpendicular to the wide face of TimberStrand LSL, with loads applied parallel or perpendicular to the grain of the wood strands, shall be as prescribed in the applicable code for sawn lumber having a specific gravity specified in Table 2. 4.2.3 TimberStrand LSL Rim Board: Toenailed connections are not limited by the 150 plf (2189 N/m) lateral load capacity noted for Seismic Zones 3 and 4 in Section 2318.3.1 of the UBC, or Seismic Design Categories D, E and F in Section 2305.1.4 of the IBC. The ability of TimberStrand LSL rim board to transfer shear shall be as described in Footnote 1 to Table 3 of this report. 4.2.4 Fire -resistance: TimberStrand LSL of equivalent sizes to that of sawn lumber may be used in fire -resistance - rated floor and roof assemblies, and shall be as specified in Table 7-C of the UBC and Table 720.1(3) of the IBC. TimberStrand LSL may be substituted for sawn lumber in code -described fire -resistance -rated floor -ceiling and roof - ceiling assemblies. The use of TimberStrand LSL studs in fire -resistance -rated wall assemblies is beyond the scope of this report. TimberStrand LSL may be used as fire blocking in a minimum net thickness of 1.25 inches (31.7 mm), as an alternative to the nominal 2 -inch (51 mm) lumber noted in Section 721.2 of the BNBC, Section 705.3 of the SBC, Section 708.2 of the UBC, Section 717.2.1 of the IBC and Section R602.8.1 of the IRC. 4.3 Parallam PSL: 4.3.1 Design and Allowable Stresses: The design provisions for wood construction noted in Chapter 23 of the BNBC, SBC, and UBC, Section 2301.2(1) of the IBC (for allowable stress design) and Section R301.1.3 of the IRC, shall be applicable to Parallam PSL unless otherwise noted in this report. Allowable unit stresses for dry conditions of use, and details of edge loading (joist/beam) and face loading (plank), shall be as prescribed in Table 4. Unless otherwise noted, adjustment to the design stresses for duration of load shall be permitted in accordance with the applicable code. Allowable withdrawal and lateral loads for nails installed perpendicular or parallel to the wide face of strands of Parallam PSL shall be as prescribed in the applicable code for sawn lumber having a minimum specific gravity of 0.50, such as for Douglas fir—larch. Nails installed parallel to the wide face of strands (installed in the edge of Parallam PSL) shall be spaced a minimum of 3 inches (76 mm) on center for 8d common nails, a minimum of inches (102 mm) on center for 10d and 12d common nails, and a minimum or 6 inches (152 mm) on center for 16d common nails. Spacing of nails installed perpendicular to the wide face of strands (installed in the face of Parallam PSL) is the same as that permitted in the annlinable code for sawn lumber. Other nail snadnas for specific applications, such- as prefabricated steel components or hangers, may be used as detailed for Parallam PSL in a current ICC -ES evaluation report. Allowable lateral loads for machine bolts installed perpendicular to the wide face of strands of Parallam PSL, with loads applied parallel or perpendicular to the grain � of the wood strands, shall be as prescribed in the applicable code for sawn lumber having a minimum specific gravity of 0.50, such as for Douglas fir—larch. For nail and bolt connections other than those described in this report, specific approval by the authority having jurisdiction is required. ESR -1387 4.3.2 Fire -resistance: The provisions of IBC Section 721.6.3, design of fire-resistant exposed wood members, shall be applicable to Parallam PSL. 4.4 Microllam LVL: 4.4.1 Design and Allowable Stresses: The design provisions for wood construction noted in Chapter 23 of the BNBC, SBC, and UBC, Section 2301.2(1) of the IBC (for allowable stress design) and Section R301.1.3 of the IRC, shall be applicable to Microllam LVL, unless otherwise noted in this report. Allowable unit stresses, sizes and veneer species for Microllam LVL for dry conditions of use shall be as specified in Table 5 of this report Unless otherwise noted, adjustment of the design stresses for duration of load shall be in accordance with the applicable code. Allowable withdrawal and lateral loads for nails installed perpendicular or parallel to the wide face of Microllam LVL shall be as prescribed in the applicable code for sawn lumber having a minimum specific gravity of 0.50, such as for Douglas fir-4arch. Spacings of nails installed perpendicularto the glue lines on the wide face of Microllam LVL shall be as prescribed in Section 2318.3 of the UBC and Part 11 of the ANSI/AF&PA National Design Specification for Wood Construction (NDS), for sawn lumber. Spacing of nails and staples installed parallel to the glue lines on the narrow face of the material shall be as prescribed in Table 9 of this report. Other nail spacings for specific applications, such as prefabricated steel components or hangers, may be used as detailed for Microllam LVL in a current ICC -ES evaluation report. Allowable lateral loads for machine bolts installed perpendicular to the wide face of Microllam LVL (perpendicular to the glue lines), with loads applied parallel or perpendicular to the grain of the wood veneers, shall be as prescribed in the applicable code for sawn lumber having a minimum specific gravity of 0.50, such as for Douglas fir—larch. 4.4.2 Fire -Resistance: The provisions of IBC Section 721.6.3, design of fire-resistant exposed wood members, shall be applicable to Microllam LVL. 4.5 TJ -Strand Rim Board and a -Rim Board: 4.5.1 Design and Allowable Stresses: Allowable stress design stresses and vertical load capacities for Ti -Strand Rim Board and e -Rim Board shall be as shown in Table 6; allowable fastener details shall be as shown in Table 7; and minimum nail spacing shall be as shown in Table 8. Toenailed connections are not limited by the 150 plf (2189 N/m) lateral load capacity noted for Seismic Zones 3 and 4 in Section 2318.3.1 of the UBC, or Seismic Design Categories D, E and F in Section 2305.1 A of the IBC. The ability of TJ - Strand Rim Board to transfer shear shall to as described in Footnote 1 to Table 7 of this report. The ability of a -Rim Board to transfer shear shall be as described in Footnote 2 to Table 7. 4.5.2 Fire -Blocking: TJ -Strand Rim Board and earn Board may be used in lieu of sawn lumber for fire blocking. 4.6 !Level Rim Board: 4.61 Installation: lLevei Rim Board must be laterally supported by floor sheathing at the top and continuously supported by a sill plate at the bottom. iLevel Rim Board must be installed using the nailing schedule given in Table 10. Holes or notches are not permitted in iLevel Rim Board. Page 4 of 12 ESR -1387 4.6.2 Design and Allowable Stresses: Allowable lateral and vertical load capacities for iLevel Rim Board are given in Table 11. Toe nailed connections between the rim board and sill plate, as required in Section 4.6.1 and Table 10, are not limited by the 150 plf (2189 N/m) lateral load capacity noted for Seismic Design Categories D, E and F in Section 2305.1 A of the IBC, or Seismic Zones 3 and 4 in Section 2318.3.1 of the UBC. The ability of iLevel Rim Board to transfer shear shall be as described in Footnote 2 to Table 11. 4.6.3 Fastener Design Values: For design of connections other than those required in Section 4.6.1, mechanical connections in iLevel Rim Board have allowable lateral design values as provided by the NDS for lumber having equivalent specific gravities as given in Table 12. Minimum allowable nail spacing values are given in Table 13. Adjustment factors in accordance with the NDS must be applied as applicable. Exception: Lag screw connections between iLevel Rim Board and deck ledgers have an allowable lateral load of 400 pounds (1.78 kN) per lag screw, under the following conditions: (a) Lag screws must have a minimum diameter of 11, inch (12.7 mm), and sufficient length to penetrate through the iLevel Rim Board, not including tips. (b) Deck ledgers must consist of minimum nominally 2 -by -6 lumber having a minimum assigned specific gravity of 0.42. (c) Sheathing between the iLevel Rim Board and deck ledger must consist of wood structural panels meeting PS -1 or PS -2, and be attached to the rim board in accordance with the applicable code. (d) One flat washer must be used between the deck ledger and the lag screw head_ (e) Adjustment factors in accordance with the NDS must be applied as applicable. 4.6.4 Fire -Blocking: iLevel Rim Board may be used in lieu of sawn lumber for fire blocking. 5.0 CONDITIONS OF USE The Structural Composite Lumber [—IimberStrana^ Laminated Strand Lumber (LSL), Parallam'' Parallel Strand Lumber (PSL), and Microllam" Laminated Veneer Lumber (LVL)]; TimberStrand9 LSL Rim Board; TJ -Strand® Rim Board; e - Rim" Board; and iLevelTM Rim Board products described in this report comply with, or are suitable alternatives to what is specified, in those codes listed in Section 1.0, subject to the following conditions: 5.1 Design stresses shall comply with the values noted in this report. 5.2 Design calculations and details shall be Furnished to the code official, verifying that the material is used in compliance with this report. The calculations shall be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 TimberStrand LSL, Parallam PSL, Microllam LVL, and all Rim Board products described in this report shall be limited to covered end-use installations with dry conditions of use. Dry conditions of use are those environmental conditions represented by sawn lumber in which the equilibrium moisture content is equal to or less than 16 percent. The use of these products in covered installations, where the moisture content exceeds 16 percent, has not been reviewed and is beyond the scope of this evaluation report 5.4 Increases for duration of load, as provided for wood members and their connections, shall be in accordance with the limitations specified in the applicable code and as set forth in this report, unless specifically prohibited by this report. 5.5 Where flexural bending members qualify as repetitive members, as defined in the NDS, an increase of 4 percent is permitted in allowable bending stresses. 5.6 Length and depth dimensions of TimberStrand LSL, the Parallam PSL and Microllam LVL may be cut to size for required application. Depth shall not be cut to less than 3'/2 inches (89 mm). Thickness dimension of Parallam PSL and TimberStrand LSL may be cut to a minimum of 13/4 inches (45 mm). Microllam LVL shall not be curt in thickness. For all material used in structural applications, the product identification described in Section 7.0 shall be maintained on all material, or the material shall be re -stamped with the appropriate identification only under the approval and direction of PFS Corporation or Intertek Testing Services. Additionally, TimberStrand LSL, Parallam PSL and Microllam LVL may be notched, drilled, or tapered end cut provided design is by a design professional. 5.7 Installation, fabrication, identification, and connection details shall be in accordance with this report, the manufacturer's published installation instructions and the applicable code. 5.8 TimberStrand LSL is produced at the Weyerhaeuser manufacturing plants located in Deerwood, Minnesota; Chavies. Kentucky; and Kenora, Ontario, Canada; with quality control inspections by PFS Corporation (AA - 652). 5.9 Parallam PSL is produced at the Weyerhaeuser manufacturing plants located in Annacis Island, British Columbia, Canada; Buckhannon, West Virginia; and Colbert, Georgia; with qualitycontrol inspections by PFS Corporation (AA -652). 5.10 Parallam PSL is secondary laminated for Weyerhaeuser at Structurlam Products, Ltd., Penticton, British Columbia, Canada, with quality control inspections by PFS Corporation (AA -652) and Intertek Testing Services (AA -688). 5.11 Microllam LVL is produced at the Weyerhaeuser manufacturing plants located in Albany, Oregon; Buckhannon, West Virginia; Eugene, Oregon; Junction City, Oregon; Natchitoches, Louisiana; Stayton, Oregon; Valdosta, Georgia; Castleberry, Alabama; and Simsboro, Louisiana; with quality control inspections by PFS Corporation (AA -652). 5.12 TJ -Strand Rim Board is produced at the Weyerhaeuser manufacturing plants located in Elkin, North Carolina, and Drayton Valley, Alberta, Canada; and by J_ ML Huber Corporation at their manufacturing plant in Spring City, Tennessee; with quality control inspections by PFS Corporation (AA -652). 5.13 a -Rim Board is produced at the Weyerhaeuser manufacturing plants located in Elkin, North Carolina, and Drayton Valley, Alberta, Canada; with quality control inspections by PFS Corporation (AA -652). 5.14 iLevel Rim Board is produced at the Weyerhaeuser manufacturing plants located in Elkin, North Carolina, Deerwood, Minnesota, Chavies, Kentucky, and Kenora, Ontario, Canada; with quality control inspections by PFS Corporation (AA -652). Page 5 of 12 ESR -1387 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Structural Wood -based Products (AC47), dated October 2006. 6.2 Data in accordance with the ICC -ES Acceptance Criteria for Rim Board Products (AC124), dated October 2004. 6.3 Data in accordance with the ICC -ES Acceptance Criteria for Zinc Borate Preservative Treatment of Structural Composite Lumber by Non -pressure Processes (AC203), dated February 2006. 6.4 Data in accordance with the ICC -ES Acceptance Criteria for Wood -Based Studs (AC202), dated October 2003. 6.5 Reports of fire tests conducted in accordance with ASTM E 119. 7.0 IDENTIFICATION 7.1 General: The structural composite lumber (SCL) products described in this report are identified with a stamp bearing the manufacturer's name (Weyerhaeuser) and/or logo (see Figure 1), the name or logo of the inspection agency (PFS Corporation or Intertek Testing Services), as applicable, and the evaluation report number (ESR -1387). 7.2 TimberStrand LSL and Timberstrand LSL Rim Board: In addition to the requirements given in Section 7.1, TimberStrand LSL is identified with the plant number, the product designation or type, the production date and the grade. TimberStrand LSL treated with zinc borate, as described in Section 3.2 of this report, is identified with the designations "StrandGuard" and "AW PA UC2 "TimberStrand LSL rim board is also identified by the thickness, and the designation "1.3E TimberStrand LSL Rim Board." 7,3 Parallam PSL; In addition to the requirements given in Section 7.1, Parallam PSL is identified with the plant number, the product designation or type, the production date, the grade, and the species or species group designation. 7.4 Microllam LVL: In addition to the requirements given in Section 7.1, Microllam LVL is identified with the plant number, the product designation or type, the production date, the grade, and the species or species group designation. Microllam LVL is also identified with the marking "AGS" following the grade designation, if the advanced grading system specified in the approved quality control manual was used in the manufacturing process. 7.5 TJ -Strand Rim Board and a -Rim Board: In addition to the requirements given in Section 7.1, TJ - Strand Rim Board and a -Rim Board are identified with the production date and shift, the plant number and the product designations "TJ -Strand" and "1.25 0.8E Rim Board" for TJ - Strand Rim Board and "e -Rim" and "Rim Board" for a -Rim Board. 7.6 iLevel Rim Board: In addition to the requirements given in Section 7.1, iLevel Rim Board is identified with the production date and shift, the plant number, the thickness, and the product designation "iLevel Rim Board." Page 6 of 12 ESR -1387 TABLE 1-TIMBERSTRAND® LSL STRUCTURAL FRAMING LUMBER DESIGN STRESSES'';' (pounds per square inch) GRADE MOE (x 10) AXIAL JOISTBEAM (EDGE LOADING) PLANE( (FACE LOADING) 9.25 Fe Fc Fbs'7 Fv Fc -1-8 Fb4 Fv Fc -L' 1.3 1075 1400 1700 400 680 1900 150 43510 1.5 1500 1950 2250 400 775 2525 150 475 1.55 1600 2050 2325 400 800 2615 150 485 1.6 1700 2150 2400 400 825 2700 150 490 1.7 18259 2380 2600 400 880 2900 150 510 1.9 2150 2850 3075 400 880 3450 150 510 2.1 2500 3275 3500 1 400 1 880 3925 150 510 For 5r: 1 psi = 0.00689 MNa, 1 inch = 25A mm 1. See figure below for description of strand orientation. 2. Allowable stresses are based on covered, dry conditions of use, defined as those environmental conditions represented by sawn lumber with equilibrium moisture content less than or equal to 16%. 3. For uniformly loaded simple span beams, deflection is calculated as follows: 0 _ 270WO + 28.8W12 Ebd3 Ebd Where: 0 = Deflection, inches W = Uniform load, plf L = Span, feet b = Beam width, inches d = Beam depth, inches E = Modulus of Elasticity, psi EDGE LOADING - parallel to wide face of strands (WFS) 4. Values shown are for thicknesses up to 3.5 inches. FACE LOADING - perpendicular to wide face of strands (WFS) 5. The Ft values in the table are reduced to reflect the volume effects of length, width and thickness for a range of common application conditions. The Ft values for TimberStrand LSL may be higher when approved by Weyerhaeuser for use as a component of engineered products, which are manufactured under a recognized quality control program. 6. For depths other than 12 inches regardless of thickness, table values must be multiplied by (12/d)em. Adjustments for common depths are shown below. For depths less than 3.5 inches, the factor for the 3.5 inch depth must be used. Depth (inches) 3.5 5.5 7.25 9.25 12.0 16.0 20.0 1.12 1.07 1.05 1.02 1.00 0.97 0.95 k24.OMultiplier 7. When structural members qualify as repetitive members in accordance with the applicable code, a four percent increase in accordance with NDS is permitted for Fb, in addition to the increases permitted in Footnote 6, above. 8. Compression perpendicular to grain values (Fc.L) may not be increased for duration of load. 9. When 1.7E grade TimberStrand LSL is used as truss chords and webs of engineered wood trusses the design axial tension is 2050 psi. This value includes an adjustment for length effect. The TimberStrand LSL material must be marked as "Truss Chord Grade', and the %-�ir!3crcJ vyond tnusols ,must be manufactured under a recognized quality control program. The plate tooth -holding values for and cord members are as recognized in ICC -ES evaluation reports. ?i;.wobi� compression perpendicular -to -grain, plank orientation, for zinc borate, (ZB) treated 1.3E TimberStrand LSL Page 7 of 12 ESR -1387 TABLE 2 -EQUIVALENT SPECIFIC GRAVITIES AND MINIMUM NAIL SPACING FOR DESIGN OF MECHANICAL CONNECTIONS IN TIMBERSTRAND® LSL' FASTENER FASTENER AXIS ORIENTATION Z LOAD DIRECTION EQUIVALENT SPECIFIC GRAVITY Nails and Screws Perpendicular to edge or pe endicular to face Lateral (parallel or 0.50 (Douglas -fir -larch). perpendicular to rain Nails Perpendicular to edge Withdrawal 0.42 (Spruce-pine-fir)e Perpendicular to face Withdrawal 0.50(Douglas-fir-larch)B Botts Perpendicular to face Lateral(parallel to rain 0.50 (Douglas-fir-larch Lateral (perpendicular to rain 0.58 Red maple) Lag screws Perpendicular to face Lateral (parallel to grain) 0.50 (Douglas -fir -larch) Lateral (perpendicular to grain) 0.55 (Southern pine); See footnote 4 for deck ledger connections in TimberStrand LSL Rim Board CLOSEST PERMITTED ON -CENTER SPACING FOR NAILS INSTALLED PERPENDICULAR TO EDGE--"' (inches) For TimberStrand LSL stud nail spacing limitation in shearwall applications, see Section 4.2.1 ALLOWABLE VERTICAL LOAD PLF ° MEMBER THICKNESS inches 1.25 Common Nail Size P4 11 /Z and 114 2112 3112 1 row 1 row 2 rows 1 row -2rows 1 row ___2_r­ow_s___j 3 rows 8d 4 3 3 3 V/2 3 3 3 10d 4 4 4 3 3'12 3 31 3 16d 6 6 6 372 3'/2 _77/_2 3'/2 - • � GJ. IYI. � Y.YYV IY 1. Allowable connection design values are as provided by the NDS for lumber having equivalent specific gravities as shown. 2. The term "edge" refers to the side on which the strand edges are exposed. The term "face" refers to the side on which the wide faces of the strands are exposed. 3. When loading at an angle to grain, the lateral capacity is calculated using the Hankinson formula using an equivalent specific gravity of 0.50 for load parallel to grain and equivalent specific gravity of 0.58 for load perpendicular to grain. 4. The allowable perpendicular -to -grain lateral load capacity for a 1/7 -inch -diameter lag screw connection with full penetration into TimberStrand LSL Rim Board, supporting a 11/2 -inch -thick side member (ledger board) having a minimum specific gravity of 0.50, is 475 pounds. For other lag screw sizes and conditions, the allowable perpendicular -to -grain lateral load value must be determined In accordance with the NDS, using an equivalent specific gravity of 0.50 for load parallel to grain and equivalent speck gravity of 0.55 for load perpendicular to grain. 5. The closest permitted on center spacing for nails installed perpendicular to face is the same as permitted by the code for sawn lumber. 6. Multiple rows must be staggered and the minimum spacing between rows must be 1/2 inch. 7. Multiple rows must be equally spaced from the centerline of the narrow face axis. 8. For withdrawal of nails in TimberStrand LSL identified with a circled 45 (plant number) as part of the product label, use an equivalent specific gravity of 0.55 (Southern pine). TABLE 3-1.3E TIMBERSTRAND® LSL RIM BOARD "z 3 THICKNESS inches ALLOWABLE VERTICAL LOAD PLF ° DEPTH RANGE inches 1.25 4250 16 and less 1.25 3450 over 16 up to 20 1.50 and 1.75 4140 up to 24 11.1 - I—— ..,.„ 1. The allowable shear values in pounds per foot for horizontal wood structural panel diaphragms with framing of nominal 2 inch thick Douglas fir -larch or southern pine are applicable to: (1) 1.25 inch thick TimberStrand LSL Rim Board, unblocked diaphragms only, and (2) 1.50 and 1.75 inch thick TimberStrand LSL Rim Board, unblocked and blocked diaphragms. 2. TimberStrand LSL Rim Board must be laterally supported at the top and continuously supported at the bottom, and the gravity loads must be uniformly applied along the top, in lieu of design by a design professional for other conditions. 3. Fastener capacities for TimberStrand LSL Rim Board are as given in Table 2, except as provided in Footnote 5, below. 4. Compression perpendicular -to -grain capacities of the sill plate and floor sheathing must be checked. 5. The allowable perpendicular -to -grain lateral load capacity for a '/Z -inch -diameter lag screw connection with full penetration into the TimberStrand LSL Rim Board, supporting a 1 1/, -inch -thick side member (ledger board) having a minimum specific gravity of 0.50, is 475 pounds. Page 8 of 12 ESR -1387 TABLE 4-PARALLAM0 PSL ALLOWABLE FRAMING LUMBER DESIGN STRESSES t' z a e (pounds per square inch) SPECIES / GRADE AXIAL 5.5 LOAD II To WFS (Joist) 12.0 LOAD 1 To WFS (Plank) MOE (x10) Deflection, inches TO WIDE W = Ft Fc Fb ' Fv F c1 Fb Fv F cl DF 1.8E 1755 2500 2500 230 600 2400 190 425 1.80 1.9E 1890 2700 2700 260 675 2600 200 450 1.90 2.00 2025 2900 2900 290 750 2800 210 475 2.00 2.1E 2160 3100 3100 320 775 3000 220 500 2.10 SP 1.8E 1755 2500 2500 230 600 2400 190 425 1.80 1.9E 1890 2700 2700 260 675 2600 200 475 1.90 2.0E 2025 2900 2900 290 750 2800 210 525 2.00 2.1E 2160 3100 3100 320 825 3000 220 575 2.10 WH 1.8E 1755 2500 2500 230 500 2400 190 380 1.80 1.9E 1890 2700 2700 260 575 2600 200 415 1.90 2.0E 2025 2900 2900 290 650 2800 210 450 2.00 2.1E 2160 3100 3100 320 700 3000 220 475 2.10 YP 1.8E 1755 2500 2500 230 600 2400 190 525 1.80 or 1.9E 1890 2700 2700 260 675 2600 200 600 1.90 YP/RM 2.0E 2025 2900 2900 290 750 2800 210 675 2.00 2.1E 2160 3100 3100 320 825 3000 220 750 2.10 Fur ar 1 psi = u.uuooa mra, i mcn = 25.4 mm 1. WFS - Wide face of strand. See figure below for details on strand orientation. DF = Douglas fir -larch, SP = southern pine, WH = western hemlock, YP = yellow poplar, RM = red maple. DF and WH are permitted to be combined as Western Species (WS). SP, YP and YP/RM are permitted to be combined as Eastern Species (ES). When using the species group designations WS or ES, the allowable stress is the lower value for the species in the group. 2. Allowable stresses are based on covered, dry conditions of use. Dry conditions of use are those environmental conditions represented by sawn lumber at which the moisture content is less than or equal tol6%. 3. For uniformly loaded simple span beams, the deflection is calculated as follows: 270WL4 28.8WL2 5.5 e _ Ebd3 + Ebd 12.0 Where, 20.0 PARALLEL 0 = Deflection, inches TO WIDE W = Uniform load, pit FACE OF L = b = Span, feet Beam width, inches STRAND h = Beam depth, inches E = Modulus of Elasticity, psi PERPENDICULAR TO WIDE FACE OF STRAND 4. The Ft values in the table are reduced to reflect the volume effects of length, width and thickness for a range of common application conditions. 0.111 5. For 12 inch depth; for other depths, table value must be multiplied by (12/d) . Adjustments for common depths are shown below. For depths less than 3.5 inches. the factor for the 3.5 inch denth rnuct ho at�d Depth (inches) 3.5 5.5 7.25 9.25 12.0 16.0 20.0 24.0 Multiplier 1.15 1.09 1.06 1.03 1.00 0.97 0.96 F 0.93 6. When members qualify as repetitive members in accordance with the applicable code, a 4 percent increase in accordance with NDS is permitted, for Fb, in addition to the Increases permitted in Footnote 4, above. 7. Compression perpendicular to grain values (Fcl) may not be increased for duration of load. 8. When used in cross-sections with depths of 20 inches or greater, through approved secondary lamination, the MOE is 2.20 x 100 psi. 9. The allowable design stresses shown in this table are applicable to Parallam PSL, when secondary laminated in accordance with the approved Weyerhaeuser quality control manuals for secondary laminated Parallam PSL. n Page 9 of 12 ESR4387 TABLE 5-Microllam® LVL ALLOWABLE FRAMING LUMBER DESIGN STRESSES .2 (pounds per square inch) BILLET GRADE AXIAL JOISTBEAM PLANK MATERIAL SPECIES, MOE THICKNESS Ft' Fc Fb"' Fv' (x10"6) Fcle Flo° Fv Fc -0 3/4 inch 1.6 DF/LP/WH 1240 2100 2140 285 1.6 750 2530 190 480 To 1.8 DF/LP/WH 1450 2375 2445 285 1.8 750 2890 190 480 31/2 inch 1.9 DF/LP/WH 1555 2510 2600 285 1.9 750 3075 190 480 2.0 DF/LP/WH 1660 2635 2750 285 2.0 750 3255 190 480 2.0 DF/LP/WH 10 1660 2635 2900 285 2.0 750 3430 190 480 2.2 DF/LPM/H 1865 2870 3060 285 2.2 750 3615 190 480 2.4 DF/LP/WH 2075 3080 3365 285 2.4 750 3980 190 480 2.6 DF/LP/WH 2285 1 3270 3675 1 285 2.6 750 4345 190 480 3/a inch 1.8 SP/EUC 1575 2375 2445 285 1.8 880 2890 190 525 To 1.9 SP/EUC 1690 2510 2600 285 1.9 880 3075 190 525 31/2 inch 2.0 SP/EUC 1805 2635 2750 285 2.0 880 3255 190 525 2.2 SP/EUC 2030 2870 3060 285 2.2 880 3615 190 525 2.4 SP/EUC 2260 3080 3365 285 2.4 880 3980 190 525 2.6 SP/EUC 2485 3270 3675 285 2.6 880 4345 190 525 3/4 inch 1.6 YP 1350 2100 2140 285 1.6 880 2530 190 670 To 1.8 YP 1575 2375 2445 285 1.8 880 2890 190 670 31/2 inch 1.9 YP 1690 2510 2600 285 1.9 880 3075 190 670 2.0 YP 1805 2635 2750 285 2.0 880 3255 190 670 2.2 YP 2030 2870 3060 285 2.2 880 3615 190 670 3/4 inch 2.0E-2925Fb SP 1805 3030 2925 285 2.0 880 3455 190 525 to 13/4 inch ror w; i psi = u.uuoov mr-a, i mcn = zo.v mm 1. Allowable stresses are based on covered, dry conditions of use. Dry conditions of use are those environmental conditions represented by sawn lumber at which the moisture content is less than or equal to 16%. 2. For uniformly loaded simple span beams, deflection is calculated as follows: 270WL4 MWL2 0 = + where: W= Uniform load, pft Ebd3 Ebd A = Deflection, inches L = Span, feet b = Beam width, inches d = Beam depth, inches E = Modulus of Elasticity, psi 3. DF = Douglas fir -larch; LP = lodgepole pine; WH = western hemlock; SP = southern pine; YP = yellow poplar; EUC = Eucalyptus. DF, LP and WH are permitted to be combined as Western Species (WS). SP and YP, or SP and EUC are permitted to be combined as Eastern Species (ES). When using the species group designations WS or ES, the allowable stress is the lower value for the species in the group. 4. The F, values in the table are reduced to reflect the volume effects of length, width and thickness for a range of common application conditions Therefore the Ft values in the Table do not apply to Microllam LVL when used as a component of engineered products manufactured by Weyerhaeuser which are listed in ICC -ES evaluation reports. 5. Fb includes allowances for variations in span to depth ratio and method of loading and must be used without further adjustment except as noted below. For depths other than 12 inches, regardless of thickness, table values must be multiplied by (12A)"'. Adjustments for common depths are shown below. For depths less than 3.5 inches, the factor for the 3.5 inch depth must be used. Depth 1 3.5 5.5 1 7.25 1 9.25 1 12 16 1 20 24 Multiplier 1 1.18 1.11 1 1.07 1 1.04 1 1.00 0.96 1 0.93 0.91 6. When structural members qualify as repetitive members in accordance with the applicable code, a four percent increase in accordance with NDS is permitted, in addition to the increases permitted in Footnote 5, above. This increase does not apply to field assembled mufti -member beams. 7. For simplicity, use 285 psi for depths up to 24 inches and 260 psi for depths greater than 24 inches. When a more accurate analysis is desired, the allowable horizontal shear for all depths greater than 12 inches is Fv = 285 (112M)"' 8. Compression perpendicular to grain values (Fcl) may not be increased for duration of load. 9. Values shown are for thicknesses up to 3.5 inches. 10. Used in header or beam applications only. Page 10 of 12 ESR -1387 TABLE 6—TJStrandf RIM BOARD' and a -Rim® Board CAPACITIES RIM BOARD MATERIAL THICKNESS (inches) DESIGN STRESSES MOE x 108 Fb'. urids per s uare inch Fv Fcl 2 ALLOWABLE VERTICAL LOAD (p1f)3.4 DEPTH RANGE (inches) TJ -Strand 1.25 0.80 1200 400 1000 4250 16 and less e -Rim 1.125. 0.71 1000 400 1000 4250 11 /e and less 1.0 0.71 1000 400 1000 4250 11 /8 and less rvr ou i incn = ca.g mm, i psi = u.0 89 MPa, i pn = 14.5v Nim 1. No depth modification applies for depths of 16 inches and less. . 2. Compression perpendicular to grain value may not be increased for duration of load. 3. TJ -Strand Rim Board and e -Rim Board must be laterally supported at the top and continuously supported at the bottom, and the gravity loads must be uniformly applied along the top, in lieu of design by a design professional for other conditions. 4. Compression perpendicular -to -grain capacities of the sill plate and floor sheathing must be checked. TABLE 7—EQUIVALENT SPECIFIC GRAVITIES FOR DESIGN OF LATERALLY -LOADED' MECHANICAL CONNECTIONS IN TJ - Strand® RIM BOARD and a -Rim® BOARDS FASTENER FASTENER AXIS . ORIENTATION 8 LOAD DIRECTION EQUIVALENT SPECIFIC GRAVITY a Nails and Screws Perpendicular to edge Parallel or perpendicular to grain 0.50 (Douglas fir4arch) for TJ - TJ -Strand Rim Board 4 e -Rim Board 6 10d 3 Strand Rim Board 6 4 6 0.42 S -P -F) for e -Rim Board 4 Perpendicular to face Parallel or perpendicular to grain 0.50 (Douglas fir -larch Bolts Perpendicular to face Perpendicular to grain 0.50 (Douglas fir -larch) Lag Screws Perpendicular to face Perpendicular to grain See footnote 6 for deck ledger 16 connections in TJ -Strand Rim Boa rd; See footnote 7 for deck ledger connections in e -Rim Board For SI. 1 Ibf. = 4.448 N, 1 inch = 25.4 mm 1. Capacities in withdrawal have not been evaluated. 2. The allowable shear values in pounds per foot for unblocked horizontal wood structural panel diaphragms with framing of nominal 2 inch thick Douglas fir -larch or southern pine noted in Table 23 -II -H of the UBC; Table 2306.4.1 of the NBC; Table 2310.2A of the SBC; and Table 2306.3.1 of the IBC are applicable to TJ -Strand Rim Board only. 3. e -Rim Board is permitted for use in structures complying with conventional construction requirements as defined in IBC Section 2308, BNBC Section 2305.0, SBC Section 2301.1.2, and UBC Section 2320, and with light -framed construction requirements as defined in IRC Section R301. 4. Allowable connection design values are as provided by the NDS for lumber having equivalent specific gravities as shown. 5. The term "edge" refers to the side on which the strand edges are exposed. The term "face" refers to the side on which the wide faces of the strands are exposed. 6. The allowable perpendicular -to -grain lateral load value for a 1/cinch-diameter lag screw connection with full penetration into TJ -Strand Rim Board, supporting a 1'/cinch-thick side member (ledger board) having a minimum specific gravity of 0.50, is 475 pounds. 7. The allowable perpendicular -to -grain lateral load value for a'/z-inch-diameter lag screw connection with full penetration into e -Rim Board, supporting a 11/7 -inch -thick side member (ledger board) having a minimum specific gravity of 0.50, is 325 pounds. TABLE 8—TJ-Strand® RIM BOARD and e -Rim® BOARD CLOSEST ON CENTER NAIL SPACING PARALLEL TO WFS ORIENTATION' (inches) 1 BOX COMMON Nail Size Sd 2 /Z TJ -Strand Rim Board 4 e -Rim Board 6 TJ -Strand Rim Board 4 e -Rim Board 6 10d 3 4 6 4 6 12d'(3'4 4 6 4 6 16d sinker (3'41 4 16 4 1 16d (372-) -..-. Fnr CM.l inh-04A­ 4 16 16 1. The closest on center spacing for nails perpendicular to WFS is the same as permitted by the code for sawn lumber. 2. When nailing through the wall sill plate and floor sheathing, the closest on center nail spacing is 4 inches (13/iiinch maximum penetration). 3. When nailing through the wall sill plate and floor sheathing, the closest on center nail spacing is 5 inches (13/8 -inch maximum penetration). Page 11 of 12 ESR -1387 TABLE 9—SPACING OF NAILS AND STAPLES IN Microllam® LVL MICROLLAM LVL DIMENSIONS FASTENER Installed parallel to glue lines on the narrow face of the material MINIMUM SPACING inches Minimum /4 -inch thick and 31/2 inches deep 8d nail 3 10d nail 4 12d nail 4 No. 14 gage staple 4 Minimum 02 inches thick and 3% inches deep 10d nail 4 12d nail 4 16d nail 8 No. 14 gage staple 4 For SI: 1 inch = 25.4 mm. TABLE 10—NAILING SCHEDULE FOR INSTALLATION OF !Level'" Rim Board SHEATHING TO RIM BOARD RIM BOARD TO SILL JOIST TO SILL PLATE RIM BOARD TO JOIST OR JOIST PLATES (Slanted) Inches 1 /e (Toe Nail 180 9'/2 to 16 8d Sinker nails (0.113 x 2j/" Nails with minimum 2 nails with minimum 2 nails with minimum inches) or equivalent at 6 dimensions of 0.131 x 3.0 dimensions of 0.131 x 3.0 dimensions of 0.131 x 3.0 inches on center inches at 6 inches on center inches; on opposing sides of inches; one into top flange, bottom flange one into bottom flange For SI: 1 inch = 25.4 mm TABLE 11—ALLOWABLE LATERAL AND VERTICAL LOAD CAPACITIES FOR ILeveIT' Rim Board ",$3,4 THICKNESS ALLOWABLE VERTICAL ALLOWABLE LATERAL DEPTH RANGE Inches LOAD I LOADIr' Inches 1 /e 4000 180 9'/2 to 16 For SI: 1 inch = 25.4 mm; 1 pff = 14.59 N/m 1. iLevel Rim Board must be installed in accordance with Section 4.6.1. 2. iLevel Rim Board is permitted for use in structures complying with conventional construction requirements as defined in IBC Section 2308, BNBC Section 2305.0, SBC Section 2301.1.2, and UBC Section 2320, and with light -framed construction requirements as defined in IRC Section R301. 3. Compression perpendicular -to -grain capacities of the sill plate and floor sheathing must be checked. 4. Values in this table may not be increased for duration of load. 5. Allowable lateral load values are based on the condition that the rim board is supported by a sill plate or top plate consisting of minimum nominal 2x4 lumber having a minimum assigned specific gravity of 0.42, as determined by Table 11.3.2A of the National Design Specification for Wood Construction (NDS). TABLE 12 --EQUIVALENT SPECIFIC GRAVITIES FOR DESIGN OF iLevel RIM BOARD MECHANICAL CONNECTIONS" Z FASTENER FASTENER AXIS LOAD DIRECTION EQUIVALENT SPECIFIC ORIENTATION GRAVITY Nails and Screws Perpendicular to face Lateral (parallel or 0.50 perpendicular to rain) ((Douglas fir -larch Nails Perpendicular to face VVdhdrawal 0.38 Bolts Perpendicular to face Lateral (parallel or 0.50 perpendicular to rain) ((Douglas fir -larch Lag Screws Perpendicular to face Lateral (perpendicular to long (See footnote 3) axis of rim boa 1. Allowable connection design values are as provided by the NDS for lumber having equivalent specific gravities as shown. 2. When loading at an angle to grain, the lateral capacity is calculated using the Hankinson formula in Appendix J of the NDS. 3. The allowable lateral load for lag screw connections complying with the Exception to Section 4.6.3 is 400 Ib (1.78 kN). Page 12 of 12 ESR -1387 TABLE 113—MINIMUM ALLOWABLE NAIL SPACING ON NARROW EDGE OF iLeveln" Rim Board 1 (Inches) PENNEYWEIGHT BOX COMMON SINKER 8d 6 6 — 10d 6 6 12d 6 6 16d 16 16 16 For SI: 1 inch = 25.4 mm 1. The minimum allowable on center spacing for nails perpendicular to the face of the rim board is the same as permitted by the applicable code for sawn lumber. 2. When nailing through the wall sill plate and floor sheathing, such that the maximum penetration into the rim board is 13/9 inches (35 mm), the minimum allowable on center spacing is 4 inches (102 mm). 3. When nailing through the wall sill plate and floor sheathing, such that the maximum penetration into the rim board is 13/6 inches (35 mm), the minimum allowable on center spacing is 5 inches (127 mm). 0 IMEEM TM by Weyerhaeuser FIGURE 1—MANUFACTURER LOGO AW v BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-1636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 53:;-2140 Website:www.buttecounty.net/dds Permit No: 02-0572 Issued: 9/13/2002 Address: 1238 RICE AVENUE Area: RICHVALE Owner: Applicant: PERRY & JESSICA ROLES Permit Type: NEW PRI DET GARAG: APN: 029-141-006 Description: NEW PRI DET GARAGE 5/7- 77 O Flood Zone: SRA Area: SETBACKS for Zonine. AG. SRA. P'W Front: Ultimate R/W from C.L: Rear: SRA: Side: AG: Other: Total Setback from Centerline of Road:+ ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING I[ Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 It rl Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steal/ ioldowns 122 Do .Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House Q 0 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing Y 411 Gas Piping 403 Do Not Install Floor SheatKing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 RoofNail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 8 Inspection Type 1 IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation I 117 Ceiling Insulation 1 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132: r Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia. Cir. rl��i.. �F,'�• {ii�� ,^�!�tr. ��4'L��`*4 ��'°mak +.7+gyyA+.d 'TS. �'a j3i m+:t�1'e '1,,�"`x,-.;sr�_�j-te}•y 'i,.}.}'. kr �,�? i'�^ Cie 'M_x �{]:i'3 � �+`�;�s t�Y=k4s-��.R..yi.,.i 'J;t. .F[� •7{e' Bui ing Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Public Wor s Fina 538-7681 Fire Department/CDF 538-6837 cxt 169 Env. Health Final 538-7281 Sewer District Final * *PROJECT FINAL 801 -rrolect rmai is a uertuicate of Uccupancy for (Residential Only) PERMITS BECOME NULL. AND VOR) 1. YEAR FROM THE DATE; OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy NOTES y; RESIDENTIAL 02-0572 PERMIT NO. ;, ROLES, Perry & Jessica 1,238 Rice Ave., Richvale New Pri Detached Garage s i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J = OK 0 = Not OK - = Not Applicable -='Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Siding; Nailing -Veneer -Stucco -Mesh 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Roof; Shthg-Roofing 7. Well Clearance & Disconnect E .; Steps -Doors -Landings 8. Utility Clearance 8 d Wall Panels (h-% 16 Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements 2. 2. Footings; Size -Spacing -Marriage Line 3. 3. Gas; MH Test -Demand -Valve -Connector 4. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. 5. Drain; MH Test -Fall -Flex Connector 6. 6. Water; MH Test -Regulator -Connector 7. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. 8. Gas and Electricity Tagged 9. 9. Tie Downs -Type -Installation Cert. 10. 10. Exits; Insp.-Sketch 11. 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 3. 4. ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. E .; Steps -Doors -Landings Q Z ,l . 8 d Wall Panels (h-% 16 Date Card B-1 Date Car 1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. _ Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral I] Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslld./Drive ] Yes ] NoMalks ] Yes ] No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION _ 7 Count Center Drive • Oroville California 95965 • Telephone 530 538-7 PERMIT NO. . ,,. Y P � ) 541-' (Rev.12/96) APPLICATION AND PERMITCP ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER u 1 rS PFRRV R f:titiTrA TELEPHONE 1 SO. FT. OCC. BUILDING VALUATION 1806 (j 32 OWNERS MAILING'ADDRESS - PO FiQX 295, R r . Ai F_ CA QSa L CONTRACTOR'S NAME Wl\i�1 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 304.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 1238 RICE AVE.. RIt�rNAL>ti Energy Plan Checking Fee $ $ PERMIT FEE $ 57-1-60 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRI DET. GARAGE SPECIFY Each Trap 3 1 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.00 S Each gas water heater or vent 15.00 TYPE OF WORK New ®?Addition ❑ Remodel ❑ Ufilifies'❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 5 Mobile Home I S I G I W @20.00 PERMIT FEE $ Q/A ELECTRICAL PERMIT Filing Fee 20.00 800,V LES Main Service 2oO, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWE1lJNG OCCUP. DWE200ALLING OR ( & Accc. awssr 3.5¢FO. 63.21 EW corer. NOrLRESID. @7.50 POWER APPARATUS a SINGLE AP= C R. Ex. Occu OUTLET OR FLxruRES L 20 @':00 OWNER Ex. Occup. oFIxLITtEEo�A Aa -R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ $3.20 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ?f - -- I certify that in the performance of the work for which'this`pe.,rmit!Is'Issued,"I shall not employ any person in any manner so as 46 become subject to workers' compensation laws of California, and agree that if I should become subject to the workers compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. T • f �" Date JZ<' 1? JQWature o Applicant - . Owner ❑ Contractor ❑ Agents An -OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 698.80 HAZ. D. FEES r,,.► IMP D CDF ,,.. PARD PD H ISSLP This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. 7 2- `� 61-1 yill WHITE-D.D.S.-B.157CANARY-ASSESSOR PIN,2INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE."""""""'."""' -. BUILDING DIVISION DEPARTMENTOF DEVELOPMENT SERVICES 'f. 7 County Center Dfive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE '41- OWNER PERMIT NO. A routine inspection indicates that the1ollowing violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any1iquestions pertaining to this matter, or need additional }' explanation, please contact the Building Inspector as indicated below. i &14 "r. � / V r, �T ^ `r c Date Inspector .. REV 4/05 Phone # �i 7 .F' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. Rev. 12/96) APPLICATION AND PERMIT -0a 7a ASSESSOR PARCEL NUMBER 029-141-006 ZONING A]R BUILDING PERMIT OWNER EY R, JESSICA TELEPHONE .882-4391 SO. FT. OCC. BUILDING VALUATION 1806 U 32, 08. OWNERS MAILING ADDRESS PO BOX 995, RTCVATF., CA q9q74 CONTRACTOR'S NAME O W LV TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.10C —Filina Permit Fee $ -304-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1238 RICE AVE. RICHVALE Energy Plan Checking Fee $ $ PERMIT FEE $ 921 n LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRI DET. GARAGE SPECIFY Each Trap 3 1 7.00 21,00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New XK Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 R LE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: 1}� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( DW: ACC. S. SO 3.5¢x, 21 NEW9 ryR°�,pT MULTH' CIROUTUTITS @7,50 OUTLOWELEPPARAET CSI 8 R A Ex. Occup. OUTLET OR FIXTURES BAL Q 1 0 Ex. Occup. DUri RES D.1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE t 83.20 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 0 1 should become subject to the worker ) compensation prow ions of section 3700 of the Labor Code, I shall fort i comply with thos p visions. to / �� ature Applicant - Owner ❑ Contractor Agent An SHA permit is required for excavations over 5'0" d ep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT L FEE $ HAZ. D. FEES IMP O COF PARC PD H ISSUE This permit is hereby issued under the applicable provision=_ of the Butte County Code and/or Resolutions to do work indic a ve for whi fees have been paid. By Date -5/6t- EXPIRES ON Iete Receipt No. ZS a (0 -?S24ZPERMIT WHITE-D.D.S.-B. . CANARY -ASSESSOR PIN INSPECTOR DE ROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 T SCHEDULE OF FEES DUE OWNER. 1 '`�') PROPOSED BUILDING USE�'�a V 1. BUILDING PERMIT FEES2-D --Additional --Balance Due ........................................................ $ / 1 --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. Sq. ft. 5. RECREATION DISTRICT FEES — Amt. 6. THERMALITO DRAINAGE DISTRICT FEES Alk$510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # OZl DATE o 15 - D2, RECEIPT # DATE REC. 3 1,2s-7LK g At time of permit application, I w advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the pl ecking process. APPLICANT PJ DAT /3 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) . a OUN�Y �F BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION %C ounty Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:,^', __w ASSESSOR PARCEL NUMBER Proposed Building Use: dQ Counter Technician: `V7'Yp(� Date: 3 Items required in order to apply for a permit. All box ST be checked OR marked NA in order to apply. j Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .. q ning items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ......................................... . 'lyl 16. Sanitation and plot plan approval from the Environmental Health Department it �� 17. City of Chico Plumbing permit........................................................................ California Department of Forestry plan approval ❑ paid. Sent by: ...................... Planning approval for (A) Use: (B)Parking: (C) Parcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ..............:.............................. wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ..............:...... . .. ............. ❑ 28. Manufactured home utility clearance................................................................. ❑ 29. Existing violations and/or expired permits .................... ................... :.................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title%Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: L 116,5 5 �!K O .. - When issued Telephone 2 JiD .3 and hold for pickup. I have been ' forme o the above items and requir ments for obtaining a building permit. Applicant -,/,--,/,--Date: 1. Index permit application f bove items m red: Plan Check Letter 2. Additional items re u' Contractor, designer ner, s a vised of the ve data by ❑ phone, El mail, ❑counter, by .Date: Z C7Z Contractor, desig er, was advised of the above data by ❑phone, ❑mail, ❑ crater by Date: Plans reviewed by: Date: Plans approved by: —Date- Structural ate:Structural reviewed by: Date: > 2¢ �L Structural approved by: �? 14, Date: -*?Q o 2 Note transfer by: 0Date: .O Yellow: Building Division Eiev 12/96) AS S CJ;4,0aPA COUNTY OF BUTTE - DEPARTMENT OF DE=VELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 - PERMIT mD APPLICATION AND PERMIT ZGNI"G AQ BUILDING PERMIT — —%� T LEPHONE SO FT OCC. BUILDING VALU ION OWNER'S • IUNO ORESS/ P'`,all n ` _ _ [_T'7 . , '�Z '�nO: a C.jJ' ._._. CON'TRACTOR'S NAME __ MJ._9'1'1 QJ COTRRACTOR'S MAILING ADDRESS CONS TRUCTION LENDER LENDER S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS TELEPHONE UCENSE NO. BUILDING ADDRESS n n Gam} 1 1 2 '9'Pone 1) I t fi � I V, 90 —{,—n-cla^.w e 4) Q % L I -A U At, L I.O If j �SUBDNI `N'S NAME , �I� C PARCEL MAP J�,Q) /171D v -J i1 USEOFSTRUCTUREJ 129 A SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New /"Addition ❑ ReW C.mo" ❑/�Utitilitii`'j ��ess ❑ JIns_tallattiion ❑ ,hher Describe Work: eo -C../F�Q�I r auC- "PEPA T FEE PA10 SP -A • . SHERIFF OTM AA O* VNT RECEXVFb s 25-7- (v -D : �25-7-eco "REca' W 3 Ll 35 3 " TO k PJT MT0 COMM Receipt No. .... — —. . .. n.... n.. ...aro ane owv_:a. cocl— nnI n..Oo .n_A Do- - Total Valuation is Fling Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system t - 5 outlets Building sewer Mobile Home 1 S 1 G I W PERMIT FEE ( $ MECHANICAL PERMIT I Hood Ventil. _ PERMIT FEE Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE Filing Feel, 20.CO. 7.00,W, k 23.001 15.00i ( �I 15.001 15.001 15.00! %S • �'� @20.00; I I -- Filing Fee; 20.00 23.00; 46.00; _3.50.1 ' • @7.501 20 q 100 i- _-._... BAL j, .50 23.00 20.00! _ 23.00 Filing Fee j 20 Co 6.50 TO AL FEE $ HA2. I D. FEES I bAl I F4090 I CDF I P%A EL This permit is hereby issued under the applicable urov;'=:o-ls of the Butte County Code and/or Resolutions to da, vrcrk: indicated above for which fees have been paid. By PERMIT EXPIRES ON Date — ----:..-- I PERMIT FEE I $ ELECTRICAL PERMIT Main Service EOOV OR LESS ( 200A OR LESS ) Main Service ( 200A TO 1000A ) NEW CONST. OR ADONS. DWELLING OCCUP. ( 6 ACC. BEDS. ) 1 NEW CONS . NON-RES,O. ( MULTI.OUTLET BRANCH CIRCUITS / POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FOCTURES ) EX. Occup. ( nXEO APPLNS. OR \ i OUTLETS (RES, D.) EA Temporary Service Mobile Home Facilities Misc. Wirina PERMIT FEE ( $ MECHANICAL PERMIT I Hood Ventil. _ PERMIT FEE Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE Filing Feel, 20.CO. 7.00,W, k 23.001 15.00i ( �I 15.001 15.001 15.00! %S • �'� @20.00; I I -- Filing Fee; 20.00 23.00; 46.00; _3.50.1 ' • @7.501 20 q 100 i- _-._... BAL j, .50 23.00 20.00! _ 23.00 Filing Fee j 20 Co 6.50 TO AL FEE $ HA2. I D. FEES I bAl I F4090 I CDF I P%A EL This permit is hereby issued under the applicable urov;'=:o-ls of the Butte County Code and/or Resolutions to da, vrcrk: indicated above for which fees have been paid. By PERMIT EXPIRES ON Date — ----:..-- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO ❑ 2 I HAVE ❑ HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. I will provide some of thework but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNELPROPERTYOWNER: DAT NOTE. This Owner -Builder Verification is required by Section 19831. and 19831 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORtti1ATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buildee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. IMirely, el C. Vi ira, C.B.Oger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code - OVER i +` � ti . . , ',a is „�;�:; .h •� . • , y .. 1 ' DIVISION -BUILDING A PLAN, ' F:;�•�'' PLANVIU 3-2A�-0 2: ' . ` •>`•^1 •`,3;n � _ • ' . (�lC Date: ; . ,� ��'� tr ice.':__.• �o Vii• ';}? r��• •� '•'• !:�I'�• �.#. � •`t'' . i ' Parking: Landscap Other: i S I ;•,ryx '�: - , Signature: +` � ti . . , ',a is „�;�:; .h •� . • , y .. 1 ' DIVISION -BUILDING A PLAN, ' F:;�•�'' PLANVIU 3-2A�-0 2: ' . ` •>`•^1 •`,3;n � _ • ' . (�lC Date: ; . ,� ' Parking: Landscap Other: i S I ;•,ryx '�: - , Signature: ..'Nb. .L57M`l •d♦ LyJI� �iF!:y.,, v..- r:•`r .6ijt•.' ;•'... 5c , MI'll. I v . —0 0 0 25-c'' 0 L r) I or -7 in P -Kir F Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. P Pe Z>I Owner: • s:'eQ _ �, Phone: --?e Mailing Addresses •�x �5 S`y R+iiiwfp is, 71y Site Address: f 7 jg> is-; 7Ei Assessor's Parcel Number: Zone: —A le - Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? YesNo E)2. Is the structure already built, under construction, or under notice of code violation? Yesl No i 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No 21 SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 0 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No Ec 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 91 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ( No ❑ 11. Will this building be heated or cooled? Yes ❑ No �, 12. Will this building have a water closet/toilet? Yes No O 13. Will this building have a sink? Yes No ❑ 14. Will this building have a water heater? Yes No ❑ 15. What type of floor covering will the building have? 16. What type of wall covering will the building have?'2��-„�f>r-e:s6j,� - b OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is reouired. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides.must be entirely open.`° 4. ❑ Residential Occupancy Structures meant to be occupied,as o opposed to a storage shed;"raia�. e, or P Y— PP g , g�;� g carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy 2 ❑ Other — Use = 1. Describe type of Workshop 2. Must be approved by the Butte county planning Division. Explanations: Trus area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with speck requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print Owner's Signature: 2 of 2 Date: OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signapt m Please complete and return this information at your earliest opportunity to avoid in" P.M-essarydelay ill in processing and issuing your building permit. No building permit wbe issued unfit this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES A NO C 2. I HAVE X HAVE NOT 0 signed an application for a building permit for the proposed WO& 3. I have contracted with the following person (firm) to provide the proposed eonsQvotio3t: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to eoordinaft, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SE DATE: A'OTE: This Owner -Builder Verification is required by Section 19831 and 19831 oWAe California Health and Safety Code. This verification insist be eomplaW ad returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INF01UNIATION Cea. Property Al application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofmcord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract. you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise enggage any persons other than your immediate family, and the worst (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as eontracton or subcontractors. then you may be an employer. ♦ f f you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contnbtrtions. ns ♦ There may to financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ii you wish, the U.S. Small Business Administration). For more specific information about your obligations under Sate Law, conract the Department of Benefit Payments and the Division of Industrial Accidents. If the ST..ica:re is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons profess in- to be contractors is to secure. an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95314. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I!�N,t rely, el C. Vi iia, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Seetlon 19810 of the Californla Health and Safety Coda OVER MICHAEL MOONEY SA MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RC'F. 70647 EXPIRES 9_10_O5 530_533_7131IFX 534_0902 County of Butte February 20, 2002 Building Inspection 7 County Center Drive Oroville, CA 95965 Re: Trusses Roles/Quigley I have reviewed the trusses for this project. Thank you for your consideration and patience. Yours, TO: Building Department FROM: Environmental Health SUBJECT: Sanntion Clearance �0/e5 O ner n i ,111 Plan Approved for: Sevaage Bospc Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 8/96 ntal Health Specialist ei C 2 41-k Location ,. Water Supply; E H USE ONLY Piot Plan Anechod Floor Pian Ansshad Sens to 8.0.9--) jZ_ AP# lic Private Well > --1-� 7 Date RESIDENTIAL 029-141-006 PERMIT#97-0760 ROLES, Perry 1238 Rice Ave., Richvale Cont: Care -Free Pools New Pri Swimming Pool 97- as�� a ' b; fi. r+ I) i� j N a I JOB FINALED (Date) _ Signature p, s V=OK O = Not OK '=NottRealdyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg :Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / PL'tt. / /Nat. or/ /"L°ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance 8, Disconnect 7. Electric 8. Utility Clearance 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector POO lans OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances . Setbacks Easements 5. Drain; MH Test -Fall -Flex Connector 2. oils; Compaction-5L=ture Stability 6. Water; MH Test -Regulator -Connector ' ool Structur , i -Connections -Thickness De Men -Linin 7. Water and Sewer Connected -C/O to Grade -HD Approval .; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI / - E 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch A. -IE rec.; Bonding, Metal w/6 -Circulating Equip. -Heater 11. Cert of Occupancy Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Yealth Department Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date c( Card B-1 Qj Date 2 - - -7 Card B-1 Dat Card B-1 Date rd B MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg :Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POO lans OK except #'s . Setbacks Easements 2. oils; Compaction-5L=ture Stability ' ool Structur , i -Connections -Thickness De Men -Linin .; Receptacles and Lighting, Distance-GFI Elec.; Pool Lighting; 15 Volts-GFI / - E 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed A. -IE rec.; Bonding, Metal w/6 -Circulating Equip. -Heater Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Yealth Department Approval rW,Plumb.; Cir. Test -Water Supply Test Date c( Card B-1 Qj Date 2 - - -7 Card B-1 Dat Card B-1 Date rd B ✓ = QK O= Not OK RESIDENTIAL (Single & Duplex) - = Not APplicahle Not Ready Date 46. UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ P' Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Ran7e Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect _ 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 86. Water Well, Disconnect, Electrical, Plumbing Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date 89. MECHANICAL (Permit) OK except Ws 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 46. FRAMING (Continued) _ Hangers -Post Caps -Anchors -Connectors 0, 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance �. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. I nfiltra tion -Walls -W indows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel,.,Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Lasted for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Cdrrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. QQ Oma eT t�Ii�L-✓4 C G Date q Inspector RU55ell P2 REV 10/9 COUNTY OF BUTTE , BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916)' 891-27.51 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date / Inspecto REV 10 %N/ , COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO. r A'►,outine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pXase contact this office immediately. ,6-1 .62 1.AIM-1115/' • • j� COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT -SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE �b /PS 9 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r.Ae 1er i -F r Date S Inspector REV 10/9 S' ' �_�%. -_�6 � _EPS ,- - �� �� � ���-, _ 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Californi1.a 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT q?-676on ASSESSOR PARCEL NUMBER _ 29-141-06 ZONING ARMH BUILDING PERMIT OWNER RRY ROLES TELEPHONE 882-9391 SO. FT. OCC. BUILDING VAL OWNER'S MAILING ADDRESS 1238 RICE AVE CONT. 17 000 CONTRACTOR'S NAME CARE FREE POOLS42-4639 TELEPHONE - CONTRACTOR'S MAILING ADDRESS VWXROXXX PO BOX 8689 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 180.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS Energy Plan Checking Fee $ �I $ PERMIT FEE $ 223.0 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing,Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7:.00 - Solar or heat um water heater 23:00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER 94-501 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 119 017 ELECTRICAL PERMIT - I Filing Fee 20.00 Main Service eoov oR LEss Zoon oR LEss 1 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �}--- ® License Class I^ 7 Lic. No. O o 02 % OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 1 46.00 NEW CONST. DWELLING OCCUR ADDNS. ( ACC. so 3.5QFT. NOR EW CONST. M BUDS. NON-RESI.. AN cl c @7.50 POWE ER APPARATUS &SINGLOUTLET CIR. Ex. OCCU OUTLET OR FIXTURES 20 Q 1.00 aAL .50 Ex. Occu ourELt APP FLNsIo.oEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL 30 -OC PERMIT FEE S 50.0 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. 1IR- 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comp sation ins ance c rrier and policy number are: Carrier �� MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number— (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comly with those provisions. bof X -Z�-1 __ _— Date _(-- Signature of Applicant - ❑ wner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 308.00 NAZ. +- D. FEES .- IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D to '-f 7 Defe Receipt No. tido ( WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 r R'. .rj'-..ir. COUNTYOF BUTTE - DEPARTMENT OF DEPn�/EU&MENTSERVICES - BUILDING DIVISIONx 7COUNTYCENTEfI DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 \\ PERMIT_ PPLICATION DATASHEET OWNER O I A. P. No. Z Q 0-6 Proposed Buildin Use Building Inspector l Date At time of py`mit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Ta DATE RECEIVED BY 1. All items have been submitted . ........................................ ' 2. Plot plans, 3/4 -sets, signed by preparer of plans.01 ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ........................ 13. Flood elevation letter (100 year flood) by California Engineer . ........... ..... . 14. Sanitation and plot plan approval Health Department. . _CVa'i &�... . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ T 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for P��"�egI°" actor required. . . to Building Inspector *(Dam) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . .........................it 26. Copy of recorded deed of parcel creation and 60 right of way to a publiclroad? ..... 27. Letter of intent on building use . .....................` ................. !. 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ....................................... . 30. D cumentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... ` 4 31. xisting violations/expired permits. ' Plan c h ck list i7Cs� ..................... f .... ..... � . . 33. WhcYbu issue theteermit.,prp e s as follows: Mail to owner. Mail to contractor. �V/ Telephone land hold for pickup at G%'% f office. Deliver with inspector. Other dr^. Parcel Creation Acreage Applicant Copy of Haz-Mat form sent Health Dept. Fire Dept. - Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Date 1 9 By Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by �C Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works April 28, 1997 .- ,i I BACHMAN & ASSOCIATES COUNTY OF BUTTE. Department of Building — 7 County Center Drive Oroville, CA 95965 _ RE: CAREFREE POOLS Perry Roles 1228. Rice Avenue, Richvale, CA ATTN: George Kellog Dear George: I have directed Bill Bell -of Carefree Pools:; to use 3 - #4' rebars in the bond beam,.and run the alternate bars to the bond beam, for the subject pool. I have additionally directed Mr. Bell to thoroughly wet the existing soil prior to placement of the gunite. If I can be of further assistance in this matter, please do not hesitate to let me know. Very truly yours, C. W. BACHMAN CWB: jb ENGINEERING SURVEYING PLANNING DESIGNING 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 I mil lllIt IV ull lgiv,l 1YFV a"%A vulgar N` ----. - - 02-0572 f Find Go To�] Recent NEW PRI DET GARAGE _ Step by Permit -no— - Type IMISCELLANEOUS SubType INEW PRI DET GARAGE ISI_..__ ._-1 A-1-1..--- I YM !'RW WIGJJ II II VIIIIQa IVII Site Address 1238 RICE AVENUE IRICHVALE Owner Applicant PERRY & JESSICA ROLES Parcel Number 1029-141-006,d-- APOhattf o_...._:A6 n_a__ 1 YI IIII% 1-1 % Applied 03/1512002 : - [ERW J Approved 09113/2002 _ PWK ­ -- ------ Issued 09, ..... ...11312002 . . .. .. ....... .' . Pw Finaled NIA -� Expiration0911312007 AAM Undefined NIAF7" Contacts (2) Status ISSUED This Permit is LOCKED %a1 I al VAI It I I V)VVI, al I1d %W] I al 131 IL I GI11 I11 (a) _ (b) - - .- - - -- '------ -' Find Go- Find Go �� More Info (5) Site Info - ------ -- -=----------- - - - - Contacts (2) Chronology (1) Show Sub -Permits -,-- ---_ - _ Description " Plan Reviews (1) -FINANCIAL INFORMATION - Job Value $0.00 Valuation Details Imaging Link Inspections (2) Fees $109.98 Fee Details ( Internet Link Fees Paid $109.98 Fee Payment Details - Print - - --- CLOSE $U11E OIL, .UL COUNTY DEVELO 4�� iibLSERVICE5 - - - a xP,- gist r�/3g/' t I Cm m WPIS [79n - kn a� I CL to = FA m` m � c .p, Z r3 AFTER RECORDING RETURN TO: Butte County Public Works ; mtz LAND DEVELOPMENT DIVISION RAN ww 7 County Center Drive � 6;. 6 m Oroville, CA 95965 w 0 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBERS) 02a - 1�} I —UUCP, Ca0—i £ ovg" SUBDMSION / PARCEL MAP: BOOK (O PAGE 53—BLOCK—LOT(S) 476 4.7.7) 4781 4-7'71 48p) 4.61, 482- BOOK 87BOOK PAGE BLOCK LOT(S) As of the date of recordation, those lands noted above are merged to create parcel(s) of land as described in Exhibit(s) A attached hereto. _//�_ (�ZJUNE 21, 2002 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) A attached hereto. DATE � Som DATE 1:�)-- CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. ti Courity of On _ 9 before me, M.if cbe,j1e, ate Name and Title of Officer (e.g.. "Jane Do&. Notary Public") , personally appeared and dalcn Role-z) ,j Name(s) of Signer(s) `.c ❑ personally known to me -i proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are <: subscribed to the within instrument and LEtFD acknowledged to me that he/she/they executed Conun4sion0t330M the same in his/her/their authorized NotwyPublila•C aw" capacity(ies), and that by his/her/theirsum CW*Y C M. Gft22'2005 signature(s) on the instrument the person(s), or ' the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ' K. nn Place Notary Seal Above —�— Signatu61.Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document ^� and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Docume Title or Type of Document: 1°�'ii Cn ( IQQ.Ir , S ,^� r^� Document Date: C41 �5� Com' Number of Pages: \} Signer(s) Other Than Named Above: Obne " 1 {t.C- tr(der icr 1�i�l�c �o"rV Capacity(ies) Claimed by Signer Signer's Name: h ❑ Individual ❑ Corporate Officer — Title(s): Top of thumb here ❑ Partner — ❑ Limited ❑ General 'S ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator f ❑ Other: r Signer Is Representing: O 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313.2402 • www.nationalnotary.org Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-6827 h, EXHIBIT `A' THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOTS 476 THROUGH 482 INCLUSIVE, OF THE TOWN OF RICHVALE, ACCORDING TO THE OFFICIAL MAP THEREOF FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JANUARY 17, 1910 IN BOOK "6" OF MAPS, AT PAGE 53, MERGED INTO ONE PARCEL. �Q�pEESS10� -4.cn RCE22626 CIVIL Of CAS\����\ END OF DOCUMENT - . u u ML L���L ''�L:: irJ l Jrl J JI } i y '029-141-0061 PERMIT#97-0546 +N-`= tir.•J <i ., ROLES,Perry, & Jessica y- { •- "' 1238 Rice Ave., Richvale A Cont: Roger Job's. Electric Relocate Ele Ser/SF ` 3/aQ/90 1 f f 1 OFFICE COPY Address��'3 Z-4 IV GAS Meter By Date ELECTRIC Meter By `� Date -+r s � r OFFICE COPY Address��'3 Z-4 IV GAS Meter By Date ELECTRIC Meter By `� Date f, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Orovilld, California 95965 - Telephone (916) 538-7541A PERMIT NO. r (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 29^141-006 '* I :ZONING BUI NGPERMIT OWNER PERRY & JESSICA ROLES 882-4391TELEP SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS PO BOX 295 RIC i�VtALE, 95974 CONTRACTOR'S NAME PO RIC ALE BOX 126 BOX 1 V TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ? $ Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin g Fee $ BUILDING ADDRESS 1238 RICE AVE 1 Ener Plan Checking Fee $ Energy g RIC11VALE, 95974 PERMIT FEE $ LOT NO. SUBDNIS ION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFT3 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 11S.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other'a Describe work: RELOCATE "1AIN ELECTRIC SERV. PANEL 200 AMP i Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I GI W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 LEs Main Service zooeoovA Do,, LEsss 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (Commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. X I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( z To 46.00 Eo CCU000A NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. SO 3.52FT. NoZRESIDCONST M&.1 OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FocruREs 2O 00 BA' @ 50 Ex. Occup. ouiiErs AEESSIo.OE0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) p I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall `forthwith comply with those provisions. X,-3Date _ � _ Si nat re, of Alic`ant - _ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 66.00 HAZ. 1 D. FEES IMP I FLOOD CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. b��''�� By / Date U PERMIT EXPIRES ON Dere cxvJa.� ; Receipt No, 1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE t BUILDING DIVISION ~ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE _5v ' PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address. and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ea A Date a MlyzInspector REV 1042 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING /-7 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 29-141-006 ' ZONING BUI NG PERMIT OWNER PERRY & JESSICA ROLES TELEPHONE 82 4391 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS PO BOX 295 RICHVALE, 95974 CONTRACTOR'S NAME PO BOX 126 RICHVALE TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1238 RICE AVE Energy Plan Checking Fee $ RICHVALE, 95974 $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X7 Duplex ❑ Mobilehome ❑ Other SPECIFYEach Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other �7 Describe Work: RELOCATE MAIN ELECTRIC SERV. PANEL 200 AMP Gas i in system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI-Gi ISI—GW 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service Zoon OOR LEss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter • 9 (commencing wdh Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Llc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEIN CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.52FT. NEW CONST. .=OUTLET NON-RESID. �O 7.50 APPARATUS d SINGLE OUTLET CIR. EX. OCCU OUTLET OR FOCTURES BAL @'00 .0 Ex. Occup. ouTEL ASE o.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ .00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply �tht ose ovisions. no Date _ ! _ Sign a of Applicant- Owner Contractor ❑ Agent A I HA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 66.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /� Q By to PERMIT EXPIRES ON 3Rd Da Receipt No. 210313 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN R06 -APPLICANT OB. -1-1 OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES )d NO ❑ 2. I HAVE] HAVE NOT ❑ signed an application for a building permit for the proposed work. 3: I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired .the following person to coordinate, supervis provide the major work: NAME: S ADDRESS: x CITY: ---Q (0 /C PHONE: &P t-IgL/S CONTRACTOR'S LICENSE NO F) 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SE URITY N [ ER:v V DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work,, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information. about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California -95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER nn TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAJr ADDRESS -3 � ^� �7 /� f�/ S I�L�v0.� �7 . CONTRACTOR'S ME ` 1 U Le& /-i, TELEPHONE ' CONTRACTORS MAIV14G ADDRESS r/ jo 49 .(5 0 k' )L- tO F—1 C- h V CA_ � CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDWGADDRESS Energy Plan Checking Fee $ $ I CA, c:. `2_ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee • 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY _1 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ Utilifies ❑ Installation ❑ Other L9' Describe Work: 7L e �& C e_- - & ; J - ( e C_-� ` [ ! 9_o6 4, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home _JSJ _JSGI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 eoov oR LEss)6 Main Service 200A OR LESS 23.00 6� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors Licence Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ • I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance'of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑, 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46. 00 WEE200A NEW CONST. DWELLING OCCUP: CCU OR ADDNS. ( 8 ACC. BUDS. SO so 3.5¢Fr, NEW CONS MULTI.OUTLEr NON•RESID. C @7.50 POWER APPARATUS d SINGLE OUr. CIR. 00 Ex. Occup. OUTLET OR FIXTURES BAL 9 .50 Ex. Occup. DFlXrx s(RRES16E.LNS.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ o 07.0 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $D HAz. o. FEES IMP FLOO COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON (Data) provisions to do work paid. rReceiptNo. d 1 3 D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT X029-14-1-006 92- 2879B LINDAk,'Madie- 1238 Rice AVe, Richvale contr:,Harward & Co replace windows/s'j' 40 L ` J XNy:X- -:._S - 4.. a .. ::8. .'�� 4•' r 'r�'` .. .,t.Mr.. .»„�1w,.,.. ily,+ak 4..�. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS / 7 County Center Drive - Oroville, California 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT ASSESSOR PARC -EL NUMBER 029--141-006 ZONING BUILDING PERMIT OWNER M4adie Lindahl TELEPHONE 882-4316 SO, FT. OCC. BUILDING VALUATION -.) OWNER'S MAILING ADDRESS 1238 Rich Ave., Richvale CONTRACTOR'S NAME Harward & Co. TELEPHONE 893-5898 /f , 11/ CONTRACTOR'S MAILING ADDRESS 3851 Morrow Lane, #7, CMCO ( �/ Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $90.00 PLUMBING PERMIT Filing Fee 15.00 1238 Rice Av.e. Richvale Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 r USE OF STRUCTURE tt SF � Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G 1W @ 15.00 TYPE OF WORK New U Addition L__I Remodel ❑ Uti Iities ❑ Installation ❑ Other Describe work: Reolace Windows Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 200A TO 1oo0Al 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. sa 9/09 Classification 73 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM 3.64 sq.ft. OR ADONS. ( ACC. BLDGS. NEW CONSTR.MULTI-OUTLET ^ 5 00 NON-RESIC,BRANCH CIRC ITS POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 764 Ex. Occup. OUT LETS FIXED PR RESID IEA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee L 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X —T-0-1-ri 2) za,-e Date re -A3_91-11 si nature of A - Owner❑ Contractor ❑ Agent Applicant g pp An OSHA permit is required for excavations over 5'0” deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $9O• 00 I HAz I DFEES I IMP I FLOOD CDF I PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. /OIREJ0'f-OR'QJ? PUBLIC WORKS By ,���•� k r- Date f�` �7 f2 PERMIT EXPIRES Date ----F--",7 Receipt No._ -_ 2263 WNITE-D.P.W.. TELLOW-ASS-550R. Prkxt-INsPr CTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTKENT OF PUBLIC WORKS 7 County Center Drive - Orov�lle, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT N0, -7 ASSESSOR PARCEL NUMBYR 029=141-006 ZONING BUILDING PERMIT OWNER Madie Lindahl TELEPHONE 882-4316 S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1238 Rich Ave. Richvale CONTRACTOR'S NAME Harward & Co. TELEPHONE 893-5898 CONTRACTOR'S MAILING ADDRESS 3851 Morrow Lane #7 Chico Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 75.00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $90.00 PLUMBING PERMIT Filing Fee 15.00 1238 Rice Av.e, Richvale Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF EX Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New Addition❑ Remodel❑ Utilities [I Installation❑ Other] Describe work: Replace Windows _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License Ao. .5� /�V / Classification f3 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20CATO t000A) 37.50 NEW CONST. ( DWELLING OCCUP.&\ 3.64 sq.ft. OR ACDNS. % ACC. BLDGS. / NEW CONS TR ULT'.OUTLET NO N.RESI BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES 20 76tI FIXED APLNS Ex. Occup. OUTLETSPIRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X To --7i 2� Date 6-1.3 —9 01 Signature of Applicant - Owner g pp ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $90.00 HAz 1 DFEES I IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- � sions of the Butte County Code and/or resolutions to do Work indicated abo for which fees have been paid. RE 0 PUBLIC WORKS By Date 8 /7 yzPERMI EXPIRES Date ;F--/,7 Receipt No. 122633 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT _ . � � :.t�.`Fka-<-tt`r`+�'Ff! _'Nny.. �".'�'�-C�%. �Jy(�4t}��L:-.` ,,-r i rs �•.n.. � - -. .. COUNTY OF BUTTE - DEPARTMENT -OF -PUBLIC WORKS - BUILDING DIVISION •7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER %�YI GLG�I L�Qi �0. -f1JC t A. P. No. Proposed Building Use guilding Inspector Date At time of per it application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. ......'............... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............. 15. City of Chico plumbing permit. ........ .0 ......................... 16. Plot plan and business license approval from City ofsBiggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . Pre -Inspection request 20. Pre -inspection for required. .. to Building Inspector (Dae) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance ................ . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. is Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other /� � Parcel Creation � ZZ&` Acreage Applicant``Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works h COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive-,Orovllle, California 95965 - Telephone 916.'538-7541 APPLICATION AND PERMIT ASSESSOR' P CEL UMB Z NINE BUILDING PERMIT OWNER `41 �/j - /' / (�C-lY r TELEPHONE ��_�^��� SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADORE 5 CONTRACTOR'S NAME T LEPHONE 3-SSp C 0 Nr RA C TO R'S MAILING ADDRESS 3 � yJZ ctr. tVh d Z Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS .' Permit fee $ PLUMBING PERMIT FiIingFee 15.00 Each Trap Solar or heat pump water heater 5.00 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7,00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF�Z Duplex❑ Mobilehome❑ Other SPECT FY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.001 Mobile Home S G W @ 15.00 TYPE OF WORK New! I. Addition LJ RemodelE] Utilities ❑ Installation[: Other ❑ Describe work: KO P- , Q Q )C-Q I -& .LA QAAe-) _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 18.50 CONTRACTORS LICENSE LAW I declare underof perjury penalty p er I y (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. License ,Jo. VClassification U 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale: (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20GA To 1000A, 37.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 3.60 sq.tt. NEW C•ONSR. ULTI.OUTLET NON. I, E SI T BRANCH CIRC 'ITS @ 5.00 POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 75d FIXED APPLN5. OR Ex. Occup. OUTLETS L SID,1 EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X /L1Y�n 'tpr� Date ���--��//-/3-�f'o"�- Signature of Applicant — Owner ❑ Contractor ❑ AgenX An OSHA permit ,s required For excavations over 5'0" deep an demolition or construct - on of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE n NOTAL FEE $ �cl� E I HAz DFEES IMP FLOOD PA CEL PD HD ISSJE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provf resolutions to do have been paid. WORKS Date Receipt No. December 1, 1997 B A C H M A N & ASSOCIATES COUNTY OF BUTTE Department of Building 7 County Center Drive Oroville, CA 95965 RE: CAREFREE POOLS . 1238 Rice Avenue Richvale, CA. APN # 29-141-006 Butte County Permit # 97-060 ATTN: Scott Rutherford Dear Scott: I have directed Bill Bell of Carefree Pools to use 3,- #4 rebars in the bond beam, and to run the alternate bars to the bond beam, for the subject pool. I have also directed Mr. Bell to thoroughly wet the existing. soil prior to placement of the gunite. I have been advised by Mr. Bell that all of the conditions outlined in this letter have been met. Very truly yours, (�9� C. W.BACHMAN CWB:jb ENGINEERING SURVEYING PLANNING . DESIGNING 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMMT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE-OROVILLE, CALIFORNIA 95965 -TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSES R„p C L_ �D 60 ZONING OWNER n er o �S PHONEO �& 939 / OWNER', A�SS /T /] v -991 Y1 LOCATIO F BUILDING 66 m ei USE OF BUILDING SIZE OF STRUCTURE ��QQ��� J0 X ' _� SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME %L STEEL CONCRETE OTHER (Specify) TYPE OF SIDIN moo ROOF COV ING FLOOR PE % le, ESTIMATED COST OF $ CS e) AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT 55' /Yn�n�.. SIDES z �'""",' REAR a-0 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals comply with the requirements in effect at that time and before occupancy. � Date S t� Signature of Own Permit Fee - $60.00 The above describe AG Building is exempt om a bu• ing permit. / Receipt No. 1 I F FL PAR P.1 I ROOFII�IG ISS Manager Building Di i i By !siLrL:/ White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date Z ,a. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION +; 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 OWNER Proposed Building Use PERMIT APPLICATION DATA SHEET Building Inspector A. P. No. Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pic up at office. Deliver with inspector. Other Applicant Date EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant . • ��. 7 jrNti�nii�41 N'.yii1 W. i r .. •k,:.w14}�••MYR •tMl"i�!Q '^I ,"COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENTSERVICES - BUILDING DIVISION „7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET ..- ;'-OWNER i A. P. No. t t Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: s DATE RECEIVED BY 1 • All items have been submitted. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ..................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... -Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ ......................................... . Impact fees as shown on attached schedule . .............................. California Department -of Forestry•plan-approval/fees. ...................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ......... Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy)....Prednspection r6aue Pre -Inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to, owner , Mail to owner . .......... . Reco'ded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent,on building use. ....... .....:....................... . Mobilehome utility clearance . .......................................... Documentation of legal access . .......................:............... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ..................................... . 32. Plan checklist .� ' .... ................... 33. 34. 1 When you issue the permit, process as follows: Mail to owner. ` Mail to contractor. Telephone and hold for pic up at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent . Health Dept. Fire Dept. r Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by,"°= Dater , Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date ,-Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 1 ➢ I 2. 3. 4. 5. ' 6. 7. 8. 9. 10. 11. ` 12. 13. 14. 15. 16. 17. 18. - 19. I ' r.. 20. . 22. Y 23. 24. 25. '26. • ��27. 28. 29. 30. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ..................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... -Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ ......................................... . Impact fees as shown on attached schedule . .............................. California Department -of Forestry•plan-approval/fees. ...................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ......... Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy)....Prednspection r6aue Pre -Inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to, owner , Mail to owner . .......... . Reco'ded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent,on building use. ....... .....:....................... . Mobilehome utility clearance . .......................................... Documentation of legal access . .......................:............... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ..................................... . 32. Plan checklist .� ' .... ................... 33. 34. 1 When you issue the permit, process as follows: Mail to owner. ` Mail to contractor. Telephone and hold for pic up at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent . Health Dept. Fire Dept. r Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by,"°= Dater , Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date ,-Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 1 ➢ I 0 Department of Public Works o C o u n t y o f B u t t e 0 J. Michael Crump, Director LAND DEVELOPMENT DIVISION 0 7 County Center Drive Warner C. Phillips, Assistant Director Oroville. CA 95965 -7266 (FAX) 538-7171 August 8, 2002 Perry & Jessica Roles 1238 Rice Avenue Richvale, CA 95974 Re: Certificate of Merger AP 029-141-006, 007 & 008 Dear Mr. & Mrs. Roles: Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on June 21, 2002, under Serial Number 2002-0032314, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-72661 Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Building Division Environmental Health Dept. David Ferguson i %ZEco2orr/ E$�E�ED Lay AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 2002-003231 4 Recorded Official Records CoBMEf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:13AM 21 -Jun -2002 REC FEE 13.00 Fay Page 1 of 3 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBER(S) OZq -1-} j - 00(01 00-1 £ ons SUBDIVISION / PARCEL MAP: .3 BOOK i0 PAGE J`3 BLOCK LOT(S) 4476 4-77 418� ¢?3 14gp1 461,P2- BOOK PAGE BLOCK LOT(S) As of the date of recordation, those lands noted above are merged to create parcel(s) of land as described in Exhibit(s) A attached hereto. `�--- JUNE 21, 2002 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) A attached hereto. J E 5> 1 r -A -).ep tJ 160 L.e s DALand DevelopmentWpplication Forms\Certif. Of Merger -LD 1530 (10/01) DATE DAT CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of ss. On ()qj 51r)A before me,1" ) mkChe-1e, LAckjTX, 1bt(l.t w �kd ate Name and Title of Officere. C`I ( g., "Jane Don, Notary Public") personally appeared t �p�1Cn .) tyle � !' Name(s) of Signer(s) M ME LEIFDEF�t corn nwW t 1Lit 76050 Notary Pubk • CaWwft Butts Coli * WWS Comm. E*kw Osa 22.2005 ❑ personally known to me X. proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above _T IF Signature of No ry Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Title or Type of Document: _ Document Date: 04 1 051 Number of Pages: Signer(s) Other Than Named Above: nc —' IKe at j`MD 6kVC -(Nr Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator. ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER 0 1999 National Notary Association - 9350 De Soto Ave.. P.O. Box 2402 - Chatsworth. CA 91313-2402 - www riationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1-800.87&8827 ❑ ��lL1L�tIiJLfLfLf��f1JULTu,�L�JU1J �fvULlLfLf ❑ EXHIBIT `A' THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOTS 476 THROUGH 482 INCLUSIVE, OF THE TOWN OF RICHVALE, ACCORDING TO THE OFFICIAL MAP THEREOF FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JANUARY 17, 1910 IN BOOK "6" OF MAPS, AT PAGE 53, MERGED INTO ONE PARCEL. Es RCE22626 CIVAL OF CA0���`� END OF DOCUMENT C - BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 5 -7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. /n.- _ f y _ O®'2) ZONING ,1 OWNE ST� css PHONE NO. OWNER' LOCATION OF BrUIIJ,DING n le, qgo USE OF BUILDING da SIZE OF STRUCTURE 2,1 l o ' ALL X = SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME - STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERINGi FLOOR TY E ESTIM�rATEEDCOST OF CONSTRUCTION $ - "-�tm, co AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows -55I r - `' ��/%'�^''`� 20V FRONT SIDES REAR AG Buildings shall be a_ minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy.of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. rr�� Date oc Signature of Owner Permit Fee - $60.00 The above described Building is exempt orp�a-building permit. y, Receipt No. 5 ! Wfg FL 1(PARC L P.D ROOF G I rlJJ Manager Building Division 1�1� v White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant By Date v COUNTY OF BUTTE - DE ' 7 COUNTY CENTER DRIVE—`,,OROVI AGRICULTURAL U LDING DIVISION PARTMENT OF DEVELOPMENT SERVICZ-7541 LLE, CALIFORNIA 95965 — TELEPHONE: (530) 5 BUILDING EXEMPTION PERMIT P-LERMIT NO. F Agricultural bu ldingMis defied as follows: Agricuftural building is a structure designed ar)constructed to house farm implements, hay; grain, poultry, livestock, brother horticultural products.. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a -place used by the public. n ASSESSOR PARCEL NO.�)w , 0 2 ZONING A OWNE PHONE NO. _C ,, _ OWNER' ,,ADS ES3_$ ie r+ i /I -� C f7 .,LOCATION OF BUIIDI G - y �, A -t C" en USEOF.BUILDINCa ( `tom t I ra-� SIZE OF STRUCTURE-• 1200 T;YPE'OF CONSTRUCTION: WOOD FRAME— 1� STEEL CONCRETE OTHER (Specify) TYPE:OF SIDING , : -- ' -,ESTIMATED_ ROOF COVERING FLOOR TYPE Llclu I - COST OF CONSTRUCTION ' t � AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County ?Ordinances as follows:- e _FRONT' '4"R' J SIDES REARQ AG Buildings shall be/a minimum of five (5) feet from any septic tank or leach fields. 4 AG Buildings less than 1000 sq. ft. in -floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. t t AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a ` mobilehome, and 40 feet from a commercial building. AG BuildingssAmust comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USES Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date "t Signature of Owner Q Permit'Fee "560.00 The above described ASG Building is exempt ro • a -building permit. � FL PARCEL P.D I ROO,lF G ISSUE Receipt No. -a ` w � 1(Y Manager Building' Division White - DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant By Date I BUILDING DIVISION t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES ' 7 COUNTY CENTER DRIVE-""OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 53.8-7541or AGRICULTURAL BUILDING,EXEMPTION PERMIT ` ' a PERMIT NO. Agricultural buildingis defined as follows: Agricultural building is a structure designed andconstructed to house farm implements, hay;. grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ()QlA ZONING �p ---° �- 4"`N OWNER--" rn S PHONE NO. s r n OWNER'S ADDRESS LOCATION OF BUILDING t.pl 4r7tb gift USE OF BUILDING r ' ��►f�'�' .. �j '� � --t=-- .�•4, _ I(�; I E 1 n('l�(f f �:iJ''l�'r� SIZE OF STRUCTURE _ [ t 3) ' "7" f tf 2 00 X = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME n STEEL CONCRETE OTHER (Specify) ,TYPE.OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION EAG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County 'Ordinances as follows: r f `� '�'�''"`� FRONT SIDES" REAR -Q AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. f AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings,must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and befcre occupancy. Date ')), i c'),1; Signature of Owner, $ - n Q Permit Fee -'$60.00 The above described AG Building is exempt qtom-a,building permit. Receipt No. F FLOOD IV / PARCEL ! P.D ROOFF! G Y ISSUE I,( ; Manager Building Division N By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date .,w .-,• % -.. ^ r.•.-f""�._ ^.l:v r.. ---rte... `r -.r -..r ,.7��7r;r++� .w.--.'�7,�,e.�t��,,v� "l, ..• yr ._.. _.^^t_. .. -. a .. .._+.. , }, .'6n a4t..-.1..e: 1-•ta. ._....w.ha, M - • 4 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, 7 COUNTY CENTER DRIVE—�OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING, EXEMPTION PERMIT PERMIT NO. Agricultural buildiing,is defined as follows: Agricultural building is a structure designed andconstructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. n,.,N .� ft t ZONING rfr, S'�`} OWNER' -'" r)( PHONE NO., "e ,i OWNER'S ADDRESS r ,- - 71 LOCATION OF BUILDING ` USE OF BUILDING SIZE OF STRUCTURE SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER(Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION ,AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County 'Ordinances as follows: r r , FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. J AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. ) Date i o 1''A �: } ? ; Signature of Owner', -X Permit Fee - $60.00 The above described AG Building is exempt frfom a building permit. JFLVIDPARCEL P.D. ROOFING ISSUc Receipt No. ' / ,' �ti f/ Manager Building Division j White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant By Date 9 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: Proposed Building Use: IOU 0 Building Inspector: Date: 01 At time of permit applicati , I was ad ed the following data must be submitted prior to permit p cessing and/or issuance: Date Received By ZAll items have been submitted.------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------- 03. ---------------------------------------------------❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 0 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached'schedule-------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. ❑' 1' 5 .' City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- Y7. Planning approval for (A) Use- (B) Parking: ------------------- 8. Contact Land Development about Improvements, ❑ Drainage, VLegal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------------------------------------------- ------------------------------- E128. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.$ ------- ---- ❑30. Other: . — go , When you issue the permit, process as follows Q Mail to owner, ❑Mail to contractor O Telephone and hold for pickupat office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 PERRY & JESSICA_ ROLES PO BOX 295 RICHVALE, CA 95974-0295 LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS PERRY AND JESSICA ROLES NAME PRINT LAST NAME FIRST ADDRESS/LOCA COUNTY ZONING d DESIGNATION: ` FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: / PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: Building Permit No. QR -14S Ar- A.P. r_ A.P. NUMBER 029-14-1-008 LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION: G7�� 6/4 ? 9 -- DATE OF RECORDING: LOTS BOOK �•// P PAGE 3 COMPLIANCE H OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAG 23): COMPLIANCE NO. IF YES, MAR PPROPRIATE ITEM(S) BELOW: A. Construct road toy* �'LI%� B. Meetarcel size required b zone. C. Meet current E.H.D. requirements. P 4 Y 4 M'E�ER MAY $C— VX33�uit�.D CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWS/ON.UNLESS OTHERWISE NOTED. X11. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback.from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressunzed'community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. - , 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22. 23 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE AI 311319 d 01X1000 f 8661 6 Z 330 C13AI333H COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 PERRY & JESSICA ROLES PO BOX 295 RICHVALE, CA 95974-0295 RE: AG EXEMPT PERMIT#98-145AG DATE: 12/30/98 A.P. # 029-141-008 With reference to the above subject: Attached is: Application -for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered -Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance. Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of S0* subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: PLEASE CONTACT PHILO HUNT OR STUART EDELL IN THE LAND DEVELOPMENT SECTION OF PUBLIC WORKS AT 538-7266 CO ReEtSfZE' nrvnuTMRNT PRnTTTRFMFNTS. BEFOR WE CAN ISSUE Should you have any questions concerning the above, please contact SCOTT RUTHERFORD of this office. MCV:ahb JManger,C er4uilding , a, C.B.O. Inspection 4?Al-..7.40 3 Q. t At t I -I 'Its M n;u0 3 < I\, Vr iw t I -I 'Its M n;u0 3 < I\, Q m 0 1 lOx�o 14 GFa�iJ�s � I 1 g T> C5 ° )"z �oN c -r sr 20O 31, d 0