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022-190-064
0 ,i =a is 1 ^-�a.ir � r _ ! k` � — s{, t ^{r • l�� {r ! �% i +y�.c .�y .3.� '.f,►/a1�s f. t ;�#'Y� t..T.II Kt �,Yrir�syrr 022-190-WQ LOT 51 o LAND DEVELOPMENT SHEET N 022-190-0X,, PERMIT#97-49AG 022-190- PERMIT#96-1668 BANES, Gregory BANES, Greg & Jolene 2650 6th St., Biggs 26S;r)6th St., Biggs�L.C_'S AG Ex Permit -Feed & Animals Stg Cont: Robert Stornetta New Single Family 9 022-190-064 03928 GREG BANES, 2650 6TH ST., BIGGS Cont: PERFECTION POOLS MASTER#01-500 POOL 9 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754yn �. I r • (Rev. 12/96) APPLICATION AND PERMIT (�/ (� ASSESSOR PARCEL NUMBER 022-190-064 ZONING A-5 BUILDING PERMIT OWNER BANEEG TELEPHONE 868-1337 SO. FT. OCC. BUILDING VALUATION CONT 39 000.00 OWNERS MAILING DRESS 2616 6TH STREET, BIGGS 99917 CONTRACTORS NAME PER=TON FOOTS) TELEPHONE 1895-0437 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ QQ, QQ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 343.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-3.00 BUILDING ADDRESS 2650 61H STREET, BIGGS Energy Plan Checking Fee $ $ PERMIT FEE $ 386.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 19.0 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL- MASTER 01-500 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 'AORLESS 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 C - �3 Lic. No. �'FilGi % '`�" 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 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. I 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 5rA-rel /' , 4::1 (ctJ s,�ranoj Main Service zoOA TO t000A 46.00 NEW CONST. OWNG OCCUP. OR ADDNS. ( 8 ELUACC. BLDS. SO 3.50FT, CONST, MULT'-CIRCUOUTLEITS T @7.50 8 POWER APPARATUS SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FUREs BAS p I:so Ex. Occup. oFucE°f5 a oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool El FC PERMIT FEE 30 00 : S0� QQ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number ?-I Z00�6 ,meg = r a f0 -I - 03 (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, (shall visions. fo hwith comply wit:y_P G X Date / . Z 7,63 Signature of Applicant - ❑ Owner ❑ Contractor -P 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 $ 471.00 HAz. D FEES IMP FLOOD CDF PARCEL PD _ HD S This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By/ PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 17 Date /(_�J_ l 0 a of Receipt No. c'0 WHITE-D.D.S.-B.D. CANA VA ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �% - ,d1Yr't�i%^FY.i1'`.' _,-...tin's � t ��y,.,a,.f,.✓. rig+-M1.r ..n.)� "'�.��'�i'•�'•�.f+C'�!}71 �.(+ryc •rYy'^. ///. jSQi'"• rtA-y.v'..�.y„ • ..- yry COUNTY OF BUTTE -DEPARTMENT VELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 --p PERMIT APPLICATION DATA SHEET 72 OWNER: �,C /�J ASSESSOR PARCEL NUMB D �/ 1 q6 _6 U/ Proposed Building Use: C ./ Counter Technician: 61 Date: Z ;;5-0 sr equired in order to apply for a permit. All boxes MUST be checked OR marked NA in o der to apply. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. omplete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or Ind plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 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. Site 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. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ,. ,. 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 7: tatement of Intent for Non -heated and A/C Buildings ......................... ...........�../..�... 18. Sanitation and site plan approval from the Environmental Health Department in v r . ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage. * ........ * ................ rainage.............................., ❑ 23. NPDES Form...................................................................:....................... ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... r ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... a ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: y� When issued Telephone and hold for pickup. I have been info ed of the above it requirements for obtaining a building permit. Applicant: Date: '-3 - Z3 -O:- 1. Index pe`fnit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by. ' Date: Contractor, designer, owas advised of the above dat by phone, ❑ mail, ❑ co y Date: Plans reviewed by: Date: �Q • Plans approved by: Date: Structural reviewed by: Date: Structural approved by: • a:g Date: Note transfer by: Date: Yellow: Building Division 0 E.H. LISE ONLY Plot Pian AnncMd Flow Mand chad Sant to S.) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Cleara c r1 caner Location AP# Plan Approved for: Sewage Disposa Water Supply: Public Private Well) Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: nmental Health Specialist 8/96 Date • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Dlive • Oroville, California 95965 •Telephone (530) 538-75417 PEi�x (Rev.12/96) �22' �0-O (� I twPLICATI®N ANDR ERMIT ASSESSORPARCELNUMBER �/ � ZONING BUILDING PERMIT /Y ./.Z.�i FT OCC. I TION G DR �S � 1FLIENDER'S ! Ci� • tJ // AHD'5q/7 Filing Fee 1 20.00 Main Service 880'0 � °oa Less 23.00 Main Service 2WA TO 1000A 46.00 NEW CONST. / OR ADONS. \ DwEu�rlG OCCUP. d ACC. SDS. 3.5¢F°: oohs . f - MULTEouTtEr 1 // U=NDEaFire laceNG ADDRESS Total Valuation $ ARCHRECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHRECT OR N N ADDRESS Plan CheckingFee $ BUILDDD s ING A Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNISIDN'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 j ' SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas pl2ing system 1 - 5 outlets 15.00 New ❑ Addition ❑ odel ❑ Utilities ❑ InstallationXOOther ❑ Buldin sewer 15.0/ i D �' Mobile Home S '31 W @20.00 Describe Work: / /\� .. �1, �' ^ .-�T- .PERMIT FEE PAID SRA SHERIFF OTHER S AMOUNT RECEIVED $ 4 � ( DATE RECEIVED 01�310 v RECEIPT# ✓905�� EX. OCCU . OVr ET OR FIXTURES PERMIT FEE S ELECTRICAL PERMIT Filing Fee 1 20.00 Main Service 880'0 � °oa Less 23.00 Main Service 2WA TO 1000A 46.00 NEW CONST. / OR ADONS. \ DwEu�rlG OCCUP. d ACC. SDS. 3.5¢F°: oohs . f - MULTEouTtEr 1 07.50 EX. OCCU . OVr ET OR FIXTURES BAL " .50 Occup. UTSID . OR0. 5.00EX. Temporary Service 23.00 Mobile Home Facilities 20.00 Isc. Wiring 23.00 COF I PARCEL PERMIT FEE $15 MECHANICAL PERMIT Fling Fee 1 20.00 6.50 PERMIT FEt $ Mobile Home Installation Fee $ Fncmv InCnPCfinn PAP $ Cac CONST. TYPE TOTAL FEE $ HAZ D. FEES IMP I XD COF I PARCEL I PD H ISSUE This permit is hereby issue undeNhe applicable provisions of the Butte County Cod6 and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Dere i. Q" Building Permit Number: / a Owner Name: 62-�n0 Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical.Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note:. We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permi�Number: Owner Name: PX1, ' JZ/ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. MThe following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of S feet from the side and 67 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. s� FJ October 6, 1999 butte County LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Swimming Pool Safety Act Clarification Of Enforcement in Butte County Effective Date: January -1, 1998 To Whom It May Concern, Assembly Bill No. 3305 was approved by the Governor September 25, 1996, and filed with the Secretary of State September 26, 1996. This bill adds Article 2.5 (sections 115920 through 115927) to Chapter 5 of Part 10 of Division 104 of the Health and Safety Code, and enacts the Swimming Pool Safety Act. (See reverse) The Swimming Pool Safety Act establishes safety standards requiring swimming pool enclosures, safety pool covers, exit alarms, or other means of protection. Each swimming pool for which a construction permit is issued on or after January 1, 1998, and that is located at a private, single family home is required to meet these safety standards. The act also requires any person entering into an agreement to build a swimming pool to give the consumer notice of the requirements of the act, and further charges the building official of the local jurisdiction with interpretation and enforcement of the act. (Section 115927) . In order to comply with the Swimming Pool Safety Act in Butte County, a residential pool must be surrounded on all sides by an enclosure that conforms with section 115923, be equipped with an approved safety pool cover (section 115922 b), or other approved means as permitted by 115922 (e). Openings into the enclosure shall be protected as required by 115922 (c) and (d). Please note that unless a residence is to act as one side of this enclosure, installation of exit alarms alone is not considered adequate compliance. This clarification is in response to a number of questions as to the requirements'and interpretation of the Swimming Pool Safety Act in Butte County. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, HCl/� Mic ael C. ieira, C.B.O. Manager, Building Inspection CALIFORNIA HEALTH AND SAFETY CODE SECTION 115920-115927 115920. SWEMMING POOL SAFETY ACT ,i 115921. As used in this article the following terms have the following meanings: a) "Swimming pool' or "pool' means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swimming pool' includes in -ground and aboveground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool' means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure' means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of theAmerican Society for Testing and Materials (ASTM), in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building. . 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-dlosing, self - latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit. Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices se( forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials -Emergency Performance Specification (ASTM -ES 13-89). c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety that includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to local jurisdictions, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. r PERFECTION Sales, Service, Installation Lic. #566654 z zoo" , zoo, . =ACH' " L INES rANK 0 j3LjTTE C®UN1'f IuILDING DEPARTMEN. PPRONO, 10 20 - 30 40 50 .. .. GRAPHIC SCALE ORIGINAL SCALE: 1" = 30' Assessor's Parcel Number: 0 0 0_ 0 0 0_ 0 ©0 Size(�cres) . wwner Name /Address / Phone No. G REQ 6ANES I sfi 6TH STREET - Site �ocation 5-- CA - Zoning A -Zoning General Plan Contact: Name Phone S LC�RA6E-_ —iao =s� PROPOSED - -POOL PERFECTION Sales, Service, ��0.O�1S=&SPAS�z Installation, h< Z40, zoo' . Ui 00 LSE <W9 EACH LINES TIC TANK y C/� 0 10 20 30 40 50 GRAPHIC SCALE -- --_ ORIGINAL SCALE: 1"= 30' Assessor's Parcel Number: (o] 0 0 _ 0 ©_ 0 ©0 Size (Acres) Owner Name/ Address/ Phone No. =.G'RE6 .6ANES o00 151 61" STREET Site Location Zoning General Plan r Contact: Name Phone - BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT • M. 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.� f(�O j C G CQ ZONING 'e - OWNER PHONE NO. OWNER'S ADDRESS �h LOCATION OF BUILDING USE OF BUILDING `\ SIZE OF STRUCTURE —' X �._�' :_ = 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: FRONT i'y` "'L d—D'� 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 occupanc . Date g Permit Fee - $60.00 Receipt No. ,01 Signature of Owner C& &A The above described AG Building is exempt from a bu' ding permit. FL I PARC L P.D. ROOFI ISSU Manager Building Division By. �O v Date �O .4 i White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant " COUNTYOF BUTTE'- DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER f-liV A. P. NeOC7`tX Proposed Building Use CAfq,& Building Inspector Date y - a At time of permit 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 . ......................................... 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 Prey Building Ins reau� required. .. to B�;ie;�y i�spedor (Date) 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�1etter 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 pickup at office. Deliver with inspector. Other Parcel Creation " Acreage Applicants Date �-2Q 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: (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 s 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 RESIDENTIAL _ 022190-009pt PERMIT#96-1668 BANES, Greg & Jolene 1 6th St., Biggs I�l SI Cont: Robert Stornetta New Single Family 02 y e Y� f W N. Oti-e r OFFICE COPY 74 Addresses GAS Meter By Date II. ELECTRIC Datel Meter By JOB FINALED (Date) Signature INSULATION CERTIFICATE IC -1 6i CC- . um be treeCity County Subdivision Lot Number Description of Installation 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 11.15" Loose Fill Type Fiberg .ass Brand Name Thermal Resistance (R -Value) Brand Name Schuller Tnt . Thermal Resistance (R-Valuo) 2-30 Brand Name Schuller Tnt . Contractor/s min installed weight/ft' .64 Ib Minimum thickness 1.)_ inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) 12-30 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material Fiberglass Batts Thickness (inches) 6. 7S" B . Exterior Foam Sheathing Material Thickness (inches) 4. RAISED FLOOR Material _ Fiberglass Batts Thickness (inches) 6,75 " 5. SLAB FLOOR/PERIMETER Material Thickness (inches) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Declaration Brand Name Schul l er Tnt . Thermal Resistance (R -Value) 2- /S Brand Name Thermal Resistance -(R-Value) Brand Name Schuller Tnt . Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where appjj��licable. LK11TNSI LATTON CO. , TNC. P.O. Box 7927 C.L. 14 9150 � - -5 Chico CA. 95Q27 tem 1 s Signature, Date Installing Subcontractor(Co.NameFOTF— General Contractor (Co. Name) OR Owner Item Signature, a te Instalring u contractor(Co.Name) General Contractor (Co. Name) OR Owner Item #S Signature, Date Installing Subcontractor jCo. ame General Contractor (Co. Name) OR Owner nevi -w iiiiv 199 XX ANSI Standard A190.1-1992, for Structural Glued aminated Timber ! 4 Z�if�s is 7-0 662Ti�y 7*vT 4)i?x/d44d> 72D I i E.Cd T�sc'�5'TfMOE& r 41G�' �e ; I ..I _ :^des Job Name WESTERN BUYERS INC. Job Location ELK GROVE, CALIFORNIA CUS(Ulner'S Order No. WBL 23591 Date 7/30/96 M(gr's Order No. 09-04489 DOUGLAS FIR/LARCH, EXTERIOR GLUE, 240OF-V4, ARCHITECTURAL APPEARANCE, INDIVIDUAL WRAP, ENDS & SIDES SEALED, 2000' RADIUS CAMBER. Signature Y" Cd,-' Tine QUALITY CONTROL SUPERVISOR Company BOISE CASCADE CORP. Address P. 0. BOX 50 Date BOISE, IDAHO 83728 e, IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark'of Engineered Wood Systems (EWS) Is subject to regular audit by Engineered Wood Systems, such audit consisting of the Inspection with reasonable frequency ; of the manufacturing process, with adequate sampling to verify the quality of glulam construction and 't y the adequacy of glue bond. by Thomas G. Williamson Executive Vice President I ENGINEERED WOOD SYSTEMS - A RELATED CORPORATION OF APA F 1 APA&MV10F. CertificateofConformance,{ Certificate 050914 '. THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products Idaniitied below and marked with a collective mark of Engineered Wood Systems (EWS) were man- ulaclured in accordance with the specifications indicated below. XX ANSI Standard A190.1-1992, for Structural Glued aminated Timber ! 4 Z�if�s is 7-0 662Ti�y 7*vT 4)i?x/d44d> 72D I i E.Cd T�sc'�5'TfMOE& r 41G�' �e ; I ..I _ :^des Job Name WESTERN BUYERS INC. Job Location ELK GROVE, CALIFORNIA CUS(Ulner'S Order No. WBL 23591 Date 7/30/96 M(gr's Order No. 09-04489 DOUGLAS FIR/LARCH, EXTERIOR GLUE, 240OF-V4, ARCHITECTURAL APPEARANCE, INDIVIDUAL WRAP, ENDS & SIDES SEALED, 2000' RADIUS CAMBER. Signature Y" Cd,-' Tine QUALITY CONTROL SUPERVISOR Company BOISE CASCADE CORP. Address P. 0. BOX 50 Date BOISE, IDAHO 83728 e, IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark'of Engineered Wood Systems (EWS) Is subject to regular audit by Engineered Wood Systems, such audit consisting of the Inspection with reasonable frequency ; of the manufacturing process, with adequate sampling to verify the quality of glulam construction and 't y the adequacy of glue bond. by Thomas G. Williamson Executive Vice President I ENGINEERED WOOD SYSTEMS - A RELATED CORPORATION OF APA September 24, 1996 Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Greg and Jolene Banes' Residence Permit No. 96-1668 I visited the construction site today. The contractor has formed the footing stemwall 6" wide. The top of the footings are 24" to 27" :above grade. Footing width will be okay as formed. [The plans called for 8" in width above 24" in height above grade.] 6" in width okay everywhere except end of baywindow stemwall which shall remain 8" in width as formed by contractor. Respectfully, i Dane Andes Architect #C-9593 �\�SED ARCH/ DANE P ANDES * I N0. C-9593 s REN.�I \©f C AOC V=OK 0 = Not QK Not •=Not Ready MOBILE HOMES i Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-Tes60rap; / /'L'ft. / /Nat. or/ P129t./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand VaMe•Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r �T 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. Frmg.; Sils-Anchors-Studs-Rftrs-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 POOLS (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/6 -Circulating Equip. -Heater B. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OK Date IUN backs-Easeme RESIDENTIAL (Single & Duplex) 2' Ftg_ ain;'Soils-Elec. Grnd - / Ftg. Depth tg., Garage; Soils I Elec rnd.-/ /" Ftg. Depth 4. Ft ., Porches & Decks; Soils -Ste 1-/ /Ftg. Depth t walls, Main; St BIo ts-Wrapped temwalls, Garage; Sts4 Blo outs-Wr ped . be"Hold Downs and Special Anchors 7. Slab; Steel -Wrapped $-`PimF ireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F as Pipe; Size -Anchors - yard gas piping: size -test ater Pipe; Test -Anchor -Regulator -Service Test 12. Elec ic; Underground 1 ienums & Ducts; Clearance -Mat rial-Support-Ins irders-SA -An r BoIts -J -Vent C s ccess & Ventilation 16. Insulation DaleQ,Q� 4 r_ Card B-1 0-h Date Card B-1 Date C rd' B-1 Date Card B-1 Date PLU NG (Permit) _OK except a's tr.: Vent -Access -Combustion Air -Baffle Ole Test & Anchor -Nail Protection ------------.------------------------------------ Test-Fittings ------- --- ----- -- - - - - - - - - -- - Test -Fittings & Anchor -Nail Protection l - ower Pan; Test. First Floo-r-Tub Access - - ------------------------------------ -------------- Test Tub & Shower, Second Floor -Tub Access -- ---------------------------------------------------------- 1. Gas Pipe: Size & Anchors -------------------------------------------------------------------------------- Date Card B-1 Date Card B_1 ------------ - --------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's - - - 22. mature & Transformer Clearance -Ins. Protection ----------------------------------- -- ----- ---- ---- ---- - - --- 3ec. Receptacles Spacing -Lights & Switches at Doors --------------- - - ----------------------------------------- - - - - - - -- ---- -- --------- -- Si oxes & No. of Conductors -Stapled ------ ---- -- - - -- - - -------------- -- - ex Installed Close to Edge of Studs & C.J. IGround made up wrMech Fastners Bond Gas & Water Dance Circuits in Kitchen & Conductor SizerGFI ---------------- - ----- --- ----- _.. ... .. . Subfeed Wire Size q ga. Cu AI A.C. Wire Size • ' ga. Cu or At 29 Range Circ r , ga Cu or AI -Oven Circ. � / ga. Cu or Al. Insulated Neutral 0 Yes 0 No ------------- ------- - -----. .. 30. Service -Riser Conductors & Ground -Main Disconnect ---- - - % 31quip: Clearances Panels- Motors-Mech Equip. 32 r�hesCoset Light -Shower Light_Spa Light-- -es33 ke Detector --------------------------- ------------- - ----------- --- _ .- - ----- .. ...- Date Card B:1 Date Card B-1 -------------.. -- ------------ Date Card B-1 Date Card B-1 Date MECHANICAL,(Permit) OK except a's 34 A:C. Ducts Insulation & Support - -- - ----....... .... . . 35. Vent Fan: Exhaust above insulation �36. pden=ate Dram & Overflow: Size & Grade 3nance-Vent. Access -Comb Air -Return Air Vent -115 outlet - - -----....... .... .. ... . 38 Attic Access & Platform if Furnance in Attic ----- --- --- --- --- _. Date Card B-1 Date Card B-1 - .. Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 7-77377711s..Proper Material & Anchors 40 Is Studs-Nad ng. Spacing & Bracing -Plates -Sound t. *aring Walls over Girders & Floor Nailing ..... _ . -'4- 2 Oraft Stop in Walls (rat proof). - 43. Fire Sto s: Furred Cedmgs-Stags-Chases-Tub waders & Beam -Size & Bear ng Date FRAMING (Continued) V45. Hangers -Post Caps -Anchors -Connectors _ -- Cing. Joist-Rftr. ties -Purl in -roof Brac-Truss-Shthng.-Ring. --- -- ----------- - 4 ireplace Ties or Type A Flue -Fireplace Throat clearance 48. tc Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing --------------- --� — �ly Line Firewall & Openings 52�Doors-One 3' -Check Garage -3rd Story, 2 Exits -5Z3�Sta+rs: Width -Headroom -Rise -Run -Landing -Fire Protection 4, plywood on Roof Overhang -Attic Vents -Rafter Outriggers --------------------- —55_Senq-Nailinq Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access ng Area -Glass Protection -Skylights -Plastic r Walls: Nailino-Bolts binsulaiton-Walls-Ceilings ltration-Walls-Windows ------ — Da22L_t? Date Card B-1 Date - a C Date Card B-1 Date fans) OK except a's S ps-Door & Sidelight Protection -Landings oke Detector FurGara. e:±A % Vents-Clearance-Comb. ch Protection G_.F.Io& Bath Fixtures & Tub Access -Spa lec Trim & Subpanel Breaker Sizes & Labels .. ... to - Rails ------- ---- 6 Firep or Stove: Clearances -Hearth -- ------------- ----- 6 ec. utlets at Wood Panel: Int. & Ext. 7 it.Fixt Appliance: Grnd.-Air Gap -Cooking Clearance — --- - -- -------- ----------------------- 71 'ec ets &Receptacles at Kit. Counter - -—----- ---- 7 ara ire Door Swing -Landing -Closer -- 7 C D ct in Garage -Damper ...------------------- ----- 7 r Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Gfarage-Above Floor -Meeh. Protection . . _ _ . r1._ _. . ec. & Mech Equip. Listed for Location — 26!Elec. eceptacles in Garage: (G.F.1.)-Romex Protection ------- --------------------- — 7 6sulat on -Foam -Looked in Attic 'Yes - ---------------------------- 7.A Construction -Post Caps _ Vent Crawl Hole Door -Drainage &,V and -Earth Clea ce' Looked under Flo es- ollowmg instldi: Dnve es No: Walksf] No: Planters O Yes No _ to.. B _ - -------------- ------------- 2 C Un t: D sconnec1. Electrical, Plumbing - s Above Roof: PIbg -Appliance-Fireplace.-Clearance-to Op rags eater Well:isconnec . ctrical, lu in xtenor Elec. Trim.- - ale_ n erground-------_ - -- ijfi_nolation Throughout -House - ---- ass Prot ion - - - - - - --- ----- - -- --------- C ons from Previous Inspections - -- -------------- G,T Tes Meters Tagged. Gas -Electric _. .. ---------- ----------------------------- Connected-CrO to Grade -HD Approv nergy Compliance Certificate -Other Certificate -- - -- - - - Date 1��g, Card B-1 Date Card B-1 Dat e��`CI % Card B-1 Date 5 / -C9 Card B -t . - - -- - - -- E`'- Date/- a�-9! Card B-1 2� Date Card B-1 Comments at Final COUNTY OF BUTTE BUILDING DIVISION } :< DEPARTMENT.OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico,CA - (9) 6) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ,69.E s 9 ( - /," F 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 ontact this office immediately. A ,meq njhr- %J'a- 154— IVY LLlrr,��S�9C/3�✓l G 44-' e r V G f .2 Li 11 i J N / fl o DateA jq qInspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION z DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891.-2751 E 7 County Center Drive, Oroville, CA - (916) 538-7541 F 747 Elliott Road, Paradise, CA - (916) 872-6307 -" CORRECTION NOTICE f, r OWNW PERMIT NO. ,i A routine inspection indicates that the following violations of Butte County Ordinances exist at,. Z 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, f; r please contact this office immediately. ••`�q r 5 h3 t�M ^M! Vi h� ' t+u F Yt J Date "' Inspector x REV 10192 Z'i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '�J 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 N CORRECTION NOTICE - , OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at. the above address -n d should be corrected. Please notify this office when correction of work ed. I any questions pertaining to this matter, or need additional explanation, is complel,�,�ou have 0 ct this please con ct this office immediately. I zv.14' d d4f 14 co.:?Iv 4e I-eDet/ 041, 71 crJ Z4 e -- Z/ 7p - or we, Date qj�q I Inspector REV 10/4 N vhi COUNTY OF BUTTE- '. BUILDING DIVISION `• DEPARTMENT OF DEVELOPMENTSERVICES w 1469 Humboldt Road, Chico, CA - (916), 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 8.72-6307 'x CORRECTION NOTICE ` a Y OWNER PERMIT.NO. t 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. t- /vel rt' -- 4-- 7 -N Date REV 1 t .i IN f; Inspector "-`A%ne k t (� . September 24, 1996 Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Greg and Jolene Banes' Residence Permit No. 96-1668 I visited the construction site today. The contractor has formed the footing stemwall 6" wide. The top of the footings are 24" to 27" above grade. Footing width will be okay as formed. [The plans called for 8" in width above 24" in height above grade.] 6" in width okay everywhere except end of baywindow stemwall which shall remain 8" in width as formed by contractor. Respectfully, Dane Andes Architect #C-9593 *' N0. C-9593 I ..JP- vlOoot Wlt li'�'nrjol am, �J'wwiv Uri., lijbi ft -'.-mljw"A ') I-, I W!11}1; .1 ("1 f, I& wiT .11) 1 V'f 'Iflyfar) W(-Jbr-i ir"v{ "'p"') ;io `CJI. -i till COUNTY OF BUTTE- DEPARTMENT GF DEVELOPMENT SERVICES -BUILDING DIVISION (/ 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 ak _/ ,PER MIT NO. APPLICATION AND PERMIT `` CJ ASSESSOR PARCEL NUMBER 022-190-009 ZONING A5 BUILDING PERMIT OWNER GREG & JOLENE BANES TELEPHONE 868-5510 SO. FT. OCC. BUILDING VALUATION 2750 R 148,500.00 OWNERS MAILING ADDRESS 2 TH BIGGS 5917672 U 00 CONTRACTOR'S NAME ROBERT STORNETTA CHICO TELEPHONE , • 84 G 1,092.90 Fireplace ' 500.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNXNOWN Total Valuation $ ' Filing Fee 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 561 27 Energy Plan Checking Fee $ q ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS / �+�6 6TH (/ C✓'1 PERMITFEE $ 1467-77 PLUMBING PERMIT Filing Fee 20.00 BIGGS, 95917 Each Trap Id 7.00 LOT NO. 51 SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF I5[ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 is on Gas piping system 1 - 5 outlets 15.00 15-00 Building sewer 15.00 TYPE OF WORK New 15 Addition ❑ Remodel ❑ U8lities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM—PERMITFEE —Contractor Mobile Home IS I GI W1 @20.00 $ 15 ELECTRICAL PERMIT Filinq Fee 20:00 Main Service OOOV OR LESS ( 200A OR LESS ) 23.00 2 Main Service ( 200A To 1000A ) 46.00 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. 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. 0 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 NEW CONST. DWELLING OCCUP. SO. OR ( 8 ACC. ) 3.5Q FT. NEW CCONST. MULTI-OUTLENS. T UTLE. NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( & PSINWGOER APPARATUS ) LE OUTLET CIR. EX. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 fiAL 8 .50 Ex. Occup. (oFIXEEDrs PLNS OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 9 Heating is 00 Cooling is 00 Hood 6.50 Ventilation PERMITFEE $ 70-00 Contractor 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 with those provisions. X �arsctg.f�k ____ Date -a-�4cl So Signature of AppliLant - la Owner ❑ Contractor ❑ 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 $ ir, no occ CONST. TYPE TOTAL FEE $ 1918.80 HAZ. FEES FLOOD CDF PARC PO HD U This permit is issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 1 g� By //���v Daate PERMITEXPIRESON 7 ( e) Receipt No. 645.80 J ;;f73 6D WHITE-D.D.S.-B.D. CA A ESSOR PINK -INSPECTOR GOLD NROD•APPLICANT ..., -1-7-1, 1, ,-, _,, .�. �.rri.y� ,'Atx,.%r111Vr 1.. d....-...-�..1"i ������.V i Ic a'1.e -- . ."r ,. - t COUNTY OF BUTTE -DEPARTMENT OF DVELOPM ENT SERVICES -BUILDING DIVISION 0. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -'TELEPHONE(916)538-7541 PERMIT APPLICATION DATA SHEET OWNER 6 L-9 6 . S, A/ V a's Proposed Building Use A P. No. V AP Building Inspector Date At time of permit 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, si�r5ed by preparer of plans . .................... "Gg. Engineered plans and calcs,,3/4 sets, with wet signature on plans . ............. .� 5. Hazardous Material Form. ' 6. Energy Design Compliance and supporting documentation . .................. 7. Statemen?&Q%en�or Non -Heated and A/C Buildings . ...................... r ` 8. Engineered truss details and layout in duplicate (required prior to plan check). .... g, obilehom ;Pto.d manufacturer's installation instructions, 2 sets. ......... . A.Fees of $ f �? %3.. Qr ........................... . 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. . . ............... �k 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: . ........ Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . Fre Inspection request 20. Pre -inspection for required. . to Building Inspedor (Date) 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. W en you issue the- r . it, process as follows: I Telephon `7�iand hold for pickup at Other G Parcel Creation Acreage Mail to contractor. _ office. Deliver with inspector. Applicant �Uo-�.>,n Date I -2,,% Q to 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 ner i issuance: Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: tslo n lams /3 Contractor, designer, owner, v0s advised of above requiod data by __[pMne - mail Counter by _ Date Contractor, designer, owner, w d ed of above required data by _ phone _ mail Counter by _ Date Plans checked by Date ��s' ?Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. USE ONLY Piot M At A -A Floor PLa AMwW Sast to B.D. TO:" - ' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Plan Approved for: Sewage Disposal )c Water Supply: Public Private Well X Clearance for i-�, bedroom home. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 0- U Date 2/01) f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER K��� (�l A.P. # PROPOSED BUILDING USE DATE CW(o REC. # DATE REC aK—. SCHOOL DISTRICT FEES (paid at District Office) X-2. SHERIFF FEES (paid at Building Division) Residential...... x = $zwn � unit amt. Commercial (sq. ft.) . x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00. (paid at Building Division).. _ 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COMY Y of rjutYl! BUILDING DFPT SEP 0 3 1996 August 29, 1996 Butte County Building Department 7 County Center Dr. Oroville, CA 95965 Attn: Martha covNn- of suTE BUILDING Drn � SEP 0 3 K ; RE: Greg and Jolene Banes' Residence<-- w•SCa►?TtovJ I have examined the proposed site and found non -expansive soil. The foundation and building structure are designed for this condition. Res ectively, D a- � 0.� Dane Andes Architect #C-9593 �c��SED AR�H��Fc� DAVE P. ANDES X C-9593 T'T �Q' i.�F C A��� .02 ia� Imi fir% .,)Nlvini vv,8 -)fill t, it'7i) Au;!burjO luf, -�Iflz --iii! iddl -XI j'1( ifs 'v): a3i 'ps boJA bf T..- jlo,i-J.11 PIR - i I And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 96-0349121' Rec Fee 9.00 I COP 1.50 Recorded I Check 10.50 Official Records I County of I Butte I Candace J. Grubbs I Recorder I 12:18pm 19—Sep-96 I PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: Date: 9 _ I �0 W State of California County of On PTN. PROPERTY OWNERS: before me, personally appeared known to me (or proved to me on the basis of satisfactory within instrument and acknowledged to me that he/she/t that by his/her/their signature(s) on the instrumen c executed the instrument. WITNESS my hand and official seal. Signature a A.P.# Seal: personally ;viden o be the person(s) whose name(s) is/are subscribed to the p-fxecuted the same in his/her/their authorized capacity(ies), and person(s) or the entity upon behalf of which the person(s) acted, .. L before me, personally appeared known to me (or proved to me on the basis of satisfactory within instrument and acknowledged to me that he/she/t that by his/her/their signature(s) on the instrumen c executed the instrument. WITNESS my hand and official seal. Signature a A.P.# Seal: personally ;viden o be the person(s) whose name(s) is/are subscribed to the p-fxecuted the same in his/her/their authorized capacity(ies), and person(s) or the entity upon behalf of which the person(s) acted, CALIFORNIA ALL-PURPOSE ACKNOWLEpOMENT State of �4 !Y4 County of On / before me 2 Date^ Name and Title of Officer (e.g., "Jane Doe, Notary versonally appeared -7 V �r ersonally known to me - the basis of jenee to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that U, /S�/they executed the same in hWhfiWtheir authorized capaclty(ies), and that by hW i9Adfheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, HEUM L FISEHER -0 executed the instrument. w comm. # 990047 C NOTARY FMU . CIU ffoRtVlA < 4. Butte t;olalry 1i MH Comm ExDQes Mar. 31.1997 WITNESS my hand and official seal. of Notary ' 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 Document Title or Type of Document: Cn r' Q n Document Date: of Pages: Signer(s) Other Than Named Above: t22ZQaX_ . Capacity(les) Claimed by Signer(s) Signer's Name: G- E,2 � AMES L?'lndividual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Tope mb here .4 W Signer's Name:M t&V_ 'i�4AJCS ndividual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER C, (9 1994 National Notary Association • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-6827 "''"r"^"';i�+'ry."',;`^�y�ry�„^^r�y,�dj^�"".�q�e--,�,i3. '”`fir''.:!`'sir"::�.+�'••+�t"`��;'wr^%"k,��«iu41t"�w*^^r"i-,..,.•-r;,++t.: .��. , . -. v BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per. Building) . School District --8 Building Department No, A.P. Numbe 0 ..gyp Jurisdiction: City County Property Owner C 0,6— 6e A 4 V ig- Property Location/Address T4 l (9 Subdivison Lot No. Residential Development Sq. Footage No. oftiving MHI Addition (Group R) Units Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed reas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. 0 C 10 ( to Address) (City) School District certifies that rez, "9&n -e S (Applicant) (guS- 5,51O (Phone Number) '?6q 1 (Zip Code) has complied with the requirements of Resolution No. * l by payment of $ representing c�, r7S-0 square feet. 1111 ; Schogl f istrict Rep Paid by Check # t o eg . Remarks: Bank Number Paid by Cash AB 2926 . $ FULL MITIGATION $ Date 6 I* 0. " If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project .is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) teeform.wkl (11/94)dmm Y • `� _ "'fir ' � �.�^�- _ � `h utte�• �-� BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 53&2140 GREG & JOLENE BANES 8/19/96 2616 6TH _ BIGGS, CA 95917 - 7 Re: B.P.#96-1668 A.P.# 022-190-009 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other 'Action Required: [3� Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised -Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER ' Permit Applicant: GREG & JOLENE BANES Assessor Parcel Number: 022-190-009 Permit Number: 96-1668 Date: . 8/15/96 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: .4. ENERGY - WINDOW SIZES AND PLACEMENT FROM CALCS DOES NOT MATCH PLANS. CALL ME FOR SPECIFICS. 2�: PROVIDE 1 DOOR THAT IS A MINIMUM OF 3 FEET IN WIDTH. PAIR OF 2'8" DOORS DOES NOT MEET REQUIREMENT OF SEC 1004.6 UBC. ,,3' PROVIDE CONSTRUCTION DETAILS FOR 44A-SONARY--FTREPI2CE-,—INCLUDING-FOUDNATION. O CV"ate 4.'PLAN IS IN LINE FOR STRUCTURAL REVIEW. I WILL CONTACT YOU IF THERE ARE ANY FURTHER REQUIREMENTS. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER Permit Applicant: MATTHEW'S READY MIX Assessor Parcel Number: 040-020-142 Permit Number: 96-1545 Date: . 7/16/96 The above referenced building -plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. PROVIDE A CODE ANAYLIS FOR THIS PROJECT INCLUDING USE & OCCUPANCY CLASSIFICATION. FLOOR PLAN SHOWING ALL CODE REQUIREMENTS FOR OCCUPANCY. PROVIDE TYPE OF CONSTRUCTION, OCCUPANT LOAD AND AREA ALLOWANCE. 2.- PROVIDE PLANNING DEPARTMENT APPROVAL FOR USE AND PARKING. PLAN CHECK CAN PROCEED WHEN ABOVE INFORMATION HAS BEEN RECEIVED. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER LAND DEVELOPMENT BUILDING /'ENVIRONMENTAL'HEALTH'=.PERMIT CLEARANCE Building Permit No. (96 OWNERS ;� A.P. _ NAME: E_X�i.�1 P.5 _ �1 i �'�:�(�1-t 1 _ NUMBER: ���7 I� j -0(-)9 �c• '� 5 / PRINT LAST NAME FIRST COUNTY ZONINGd / ►� r r DESIGNATION: r 1 s- FLOOD ZONE: X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: X RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING LOT 3/GGS ccc-oNY at, Lorr :r/ -452 BOOK 61 PAGE 8S COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _X NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: 7 Sic - A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THESU/LD/NG DIVISION UNLESS OTHERW/SENOTED. ,X1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 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 pressurized 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) c, 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 7196 CAWP51 \FORMS.K\BLDGPERM.CLR RESIDENTIAL PLAN CHECKING GUIDE SINGLE rAM1LY, llUPLEX AND MISCELLANEOUS ONLY OWNER: Jdem -F.7,ah.-2D , BUILDINGPE ER: q PLAN CHECKER: A.P. NUMBER: 022 -00 --col - GENERAL: Zoning requirements: (side yards and number of permitted living units). ,21 Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. ©/ Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �r Recorded notice of violation. PLOT PLAN: - �l! Complete parcel size and dimensions. . x Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. f>! Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). Y. F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6).. G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). qrMinimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shand uil Enos (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). /3' Clerestory requiring balloon framing and/or engineering. jl! Three story building requiring engineered calculations and plans. ,8" Foundation plan complete enough to construct building. A'� Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. ,8! Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes. Stud heights. ,K Adobe soils - special foundation design. Retaining walls requiring design. _ �✓/ Special Inspection requirements. JANUARY 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). x _ Guardrail details (Section 509). ' Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). f.� • Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection = 36" halls and staiiways- - Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. - Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). JT" Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. / Energy design. ,16 Flashing at all exterior openings. j�7/ C.D.F. responsible area requirements. 01 11 JANUARY 1996 3.3 • , I' ,,A �,w- 9. � 03AOUddV avid,M'd-f ,u a -qrlrlt � t qnvul qw-V IMA i. 77-91 It 10-0 7ry ;:`9 rV V - UN j Ce -1 LULL I ;;, C'3 . Or )c I -Z vs17 i. 77-91 It 10-0 7ry ;:`9 rV V - UN j Ce -1 LULL I ;;, C'3 . Or i 7-27-96 'A 7B- le B�l�/' �L/� �• LUr4L L is • I ! 2/ rte, S I IG,o vS 7A aGT- SArY:�C AS _ - i�BO -722 replag Agg APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Banes Residence Date........ 08/26/96 Project Address........ ******* Documentation Author.. Climate Zone........ . Compliance Method...... Biggs *v4.50* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 11 9f, — /to 6T Building Permit -;�-9 Plan Check--F-Date Field Check/ Date MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -961935 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... "Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2750, sf Single Family Detached New Front Facing 225 deg (SW) 1 1 Raised Floor 16.1 0 of floor area 0.73 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 FRONT, TO GARAGE Window Right (S) 25.0 0.870 2 FRONT -RIGHT Window Right (S) 14.0 0.570 2 KNEE WALL, LEFT, BACK Window Front (SW) 9.0 0.870 2 BACK -LEFT, BACK -RIGHT Window Front (SW) 30.0 0.870 2 RIGHT Door n/a R-0 R-n/a R-0 0.330 TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Exterior hang/ Framing Shading Fins Type None Yes MetalDiv None None None None None MetalDiv '- None Yes MetalDiv None None Metal None Yes Wood None None Metal None Yes MetalDiv None Yes MetalDiv Non.0 MetalDiv None /4,0,, ' i'XOJ,M,talDiv None L� fYe,S MetalDiv None °Yes.,M.etalDiv `bit. Nonqp e es Wq&dDDiv ZIV(� i O # of Interior Area U- Pan- Shading/ Orientation (sf) Value es Description Window Right (S) 25.0 0.870 2 Drapes.Std Window Right (S) 14.0 0.570 2 Drapes.Std Window Front (SW) 9.0 0.870 2 Drapes.Std Window Front (SW) 30.0 0.870 2 Drapes.Std Window Front (SW) 7.0 0.720 2 Drapes.Std Door Front (SW) 20.0 0.550 2 Drapes.Std Window Front (SW) 7.0 0.720 2 Drapes.Std Window Front (SW) 20.0 0.720 2 Drapes.Std Window Front (SW) 30.0 0.870 2 Drapes.Std Window Front (SW) 9.0 0.870 2 Drapes.Std Window Front (SW) 16.0 0.870 2 Drapes.Std Window Left (NW) 16.0 0.870 2 Drapes.Std Window Back (NE) 16.0 0.720 2 Drapes.Std Door Back (NE) 71.0 0.550 2 Drapes.Std Over - Exterior hang/ Framing Shading Fins Type None Yes MetalDiv None None None None None MetalDiv '- None Yes MetalDiv None None Metal None Yes Wood None None Metal None Yes MetalDiv None Yes MetalDiv Non.0 MetalDiv None /4,0,, ' i'XOJ,M,talDiv None L� fYe,S MetalDiv None °Yes.,M.etalDiv `bit. Nonqp e es Wq&dDDiv ZIV(� i O CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Banes Residence Date........ 08/26/96 MICROPAS4 v4.50 File -961935 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence FENESTRATION Equipment Type Gas ACSplit Tank Type Storage Minimum Efficiency HVAC SYSTEMS Duct Duct Thermostat Location R -value Type 0.800 AFUE Crawlspace R-4.2 Setback 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .58 EF SPECIAL FEATURES/REMARKS External Insulation';. R -value 50 R-0 /i 1. f,�✓' r � r„� r '�•=v+� 7 # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Back (NE) 11.5 0.720 2 Drapes.Std None Yes MetalDiv. Window Left (N) 15.0 0.870 2 Drapes.Std None None MetalDiv Window Left (N) 3.8 0.720 2 Drapes.Std None Yes MetalDiv Window Back (NE) 15.0 0.870 2 Drapes.Std None None MetalDiv Window Back (NE) 3.8 0.720 2 Drapes.Std None Yes MetalDiv Window Back (E) 15.0 0.870 2 Drapes.Std None None MetalDiv Window Back (E) 3.8 0.720 2 Drapes.Std None Yes MetalDiv Door Left (N) 53.4 0.550 2 Drapes.Std None Yes WoodDiv Window Back (E) 25.0 0.870 2 Drapes.Std None Yes MetalDiv Window Back (E) 6.0 0.570 2 Drapes.Std None None None THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorHorz Yes 110 1.0 BATHROOM/COUNTERTOPS - InteriorVert Yes 145 1.0 SHOWER/TUB ENCLOSURES InteriorVert Yes 115 3.5 FOUNTAIN/FIREPLACE InteriorHorz Yes 476 0.5 KIT./ENTRY/DIN./HALL Equipment Type Gas ACSplit Tank Type Storage Minimum Efficiency HVAC SYSTEMS Duct Duct Thermostat Location R -value Type 0.800 AFUE Crawlspace R-4.2 Setback 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .58 EF SPECIAL FEATURES/REMARKS External Insulation';. R -value 50 R-0 /i 1. f,�✓' r � r„� r '�•=v+� 7 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Banes Residence Date.:...... 08/26/96 MICROPAS4 v4.50 File -96193S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence COMPLIANCE STATEMENT This certificate of.compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name .... �7Tbzuite-tTl� ,�, Name .... Company. Company. Address. Address. Phone... — Phone.. License. p Signed.. igned. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 lie MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Banes Residence Date........ 08/26/96 Project Address........ ******* Documentation Author... Climate Zone........ . Compliance Method...... Biggs *v4.50* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 11 Building Permit Plan Check Date Field Check/ Date MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -961935 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce er ment ' *150(a): Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturers labeled R -Value. ,�- *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. N A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. q /A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. N�A 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control+ c. Flue damper and control. %T 2. No continuous burning gas pilots allowed. �n /X�A� y '4 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Banes Residence Date... .... 08/26/96 MICROPAS4 v4.50 File -961935 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce-`, er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. �- 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation r pump time switch. WA 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). ✓ LIGHTING MEASURES Design- Enforce- er ment - 150(k): 40 lumens/watt or greater for general kitchens and rooms with water closets; and fixtures IC (insulation cover) approved. lighting in recessed ceiling cbo 4u COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Banes Residence Date... .... 08/26/96 Project Address Biggs *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone........ 11 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -961935 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.13 13.66 -0.53 Space Cooling.......... 13.38 10.75 2.63 Water Heating.......... 9.50 9.42 0.08 Total 36.01 33.83 2.18 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 2750 sf Single Family Detached New Front Facing 225 deg (SW) 1 1 . ReducedYear Raised Floor 1 25347 cf 2750 sf 2750 sf' 0 sf 16.1 % of floor area 0.73 Btu/hr-sf-F 9.2 ft BUILDING ZONE INFORMATION Floor # of Vent Special' Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) lotil HOUSE Residence 2750 25347 1.00 Yes SetbackQ'A 0' �n/a o j IOZ-1 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Banes Residence Date........ 08/26/96 MICROPAS4 v4.50 File -96193S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence OPAQUE SURFACES Area _ U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 314 0.065 19 225 90 Yes None FRONT 2 Wall 12 0.065 19 270 90 No None TO GARAGE 3 Wall 113 0.065 19 180 90 Yes None FRONT -RIGHT 4 Wall 174 0.065 19 180 90 No None TO GARAGE 5 Wall 105 0.065 19 225 90 Yes None KNEE WALL 6 Door 18 0.330 0 180 90 No None TO GARAGE 7 Wall 391 0.065 19 315 90 Yes None LEFT 8 Wall 87 0.065 19 315 90 Yes None KNEE WALL 9 Wall 256 0.065 19 45 90 Yes None BACK 10 Wall 181 0.065 19 0 90 Yes None BACK -LEFT 11 Wall 223 0.065 19 90 90 Yes None BACK -RIGHT 12 Wall 140 0.065 19 135 90 Yes None RIGHT 13 Wall 87 0.065 19 135 90 Yes None KNEE WALL 14 Roof 1975 0.031 30 n/a 0 Yes None TO ATTIC 15 Roof 816 0.031 30 225 14 Yes None VAULTED 16 Floor 2750 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm-Tlt Only Shade Description HOUSE 1 Window 25.0 2 MetalDiv Slider 0.870 180 90 0.88 0.78 Drapes.Std 2 Window 14.0 2 None Fixed 0.570 180 90 0.88 0.78 Drapes.Std 3 Window 9.0 2 MetalDiv Slider 0.870 225 90 0.88 0.78 Drapes.Std 4 Window 30.0 2 MetalDiv Slider 0.870 225 90 0.88 0.78 Drapes.Std 5 Window 7.0 2 Metal Fixed 0.720 225 90 0.88 0.78 Drapes.Std 6 Door 20.0 2 Wood Hinged 0.550 225 90 0.88 0.78 Drapes.Std 7 Window 7.0 2 Metal Fixed 0.720 225 90 0.88 0.78 Drapes.Std 8 Window 20.0 2 MetalDiv Fixed 0.720 225 '90 0.88 0.78 Drapes.Std 9 Window 30.0 2 MetalDiv Slider 0.870 225 90 0.88 0.78 Drapes.Std 10 Window 9.0 2 MetalDiv Slider 0.870 225 90 0.88 0.78 Drapes.Std 11 Window 16.0 2 MetalDiv Slider 0.870 225 90 0.88 0.78 Drapes.Std 12 Window 16.0 2 MetalDiv Slider 0.870 315 90 0.88 0.78 Drapes.Std 13 Window 16.0 2 MetalDiv Fixed 0.720 45 90 0.88 0.78 Drapes.Std 14 Door 71.0 2 WoodDiv Hinged 0.550 45 90 0.88 0.78 Drapes.Std 15 Window 11.5 2 MetalDiv Fixed 0.720 45 90 0.88 0.78 Drapes.Std 16 Window 15.0 2 MetalDiv Slider 0.870 0 90 0.88 0.78 Drapes.Std 17 Window 3.8 2 MetalDiv Fixed 0.720 0 90 0.88 0.78 Drapes.Std 18 Window 15.0 2 MetalDiv Slider 0.870 45 90 0.88 0.78 Drapes.Std 19 Window 3.8 2 MetalDiv Fixed 0.720 45 90 0.88 0.78 Drapes.Std 20 Window 15.0 2 MetalDiv Slider 0.870 90 90 0;118 0 78 Drapes.Std 21 Window 3.8 2 MetalDiv Fixed 0.720 90 90 0:8.8{�0.78FDrapes.Std 22 Door 53.4 2 WoodDiv Hinged 0.550 0 90 0.88 0, Drapes.Std 23 Window 25.0 2 MetalDiv Slider 0.870 90 90 0: '88 .y7.8 24 Window 6.0 2 None Fixed 0.570 90 90 0 . 88. �td 0 .,78 •`'Drapes .ISd � F l r COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Banes Residence Date........ 08/26/96 MICROPAS4 v4.50 File -96193S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence OVERHANGS AND SIDE FINS 00100 1 InteriorHorz 110 Window- 24.0 0.67 R-0.0 Overhang .2 InteriorVert Left Fin Right Fin= SHOWER/TUB ENCLOSURES 3 Area 115 3.5 28.0 0.98 R-0.0 FOUNTAIN/FIREPLACE Left Rght 476 0.5 14.0 0.09 R-0.0 KIT./ENTRY/DIN./HALL Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE HOUSE Gas 0.800 AFUE Crawlspace R-4.2 0.830 1 Window 25.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 30.0 6 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a` 6 Door 20.0 6.67 n/a 10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 20.0 3.5 n/a 10 0 n/a n/a n/a n/a n/a n/a n/a n/a. 9 Window 30.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 9.0 3 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 16.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 16.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 16.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a : 14 Door 71.0 6.67 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a . 15 Window 11.5 1 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a:.;' 17 Window 3.8 1.25 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a:.,-. 19 Window 3.8 1.25 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 3.8 1.25 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a: 22 Door 53.4 6.67 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 25.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a--- THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R=value Location/Comments 00100 1 InteriorHorz 110 1.0 24.0 0.67 R-0.0 BATHROOM/COUNTERTOPS .2 InteriorVert 145 1.0 24.0 0.67 R-0.0 SHOWER/TUB ENCLOSURES 3 InteriorVert 115 3.5 28.0 0.98 R-0.0 FOUNTAIN/FIREPLACE 4 InteriorHorz 476 0.5 14.0 0.09 R-0.0 KIT./ENTRY/DIN./HALL HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Crawlspace R-4.2 0.830 ACSplit 10.00 SEER Crawlspace R-4.2 0.860 Tank Type WATER HEATING SYSTEMS Number Tank External in Energy Si,e Insulation Heater Type Distribution Type System Fact6j, ( R -value 1 Storage Gas Standard 1 . 58�✓0 CSR -0 s p� COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Banes Residence Date........ 08/26/96 MICROPAS4 v4.50 File -961935 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Banes Residence Date........ 08/26/96 Project Address........ ******* Documentation Author... Climate Zone........... Compliance Method...... Biggs *v4.50* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 11 Building -Permit Plan Check Date Fie Check/ Date MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -961935 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2750 SF Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2750 sf 25347 cf Front Facing 225 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (SW) .Sensible Load .................... 44514 34806 Latent Load ...................... n/a 6961 Minimum Total Load 44514 41767 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors4Q�on. selecting the HVAC equipment. " d4 c 02 °. j, Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 13183 7215 Glazing Conduction ............... 12866 8363 Glazing Solar .................... n/a 9551 Infiltration ..................... 14417 5919 Internal Gain .................... n/a 2100 Ducts ............................ 4047 1657 .Sensible Load .................... 44514 34806 Latent Load ...................... n/a 6961 Minimum Total Load 44514 41767 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors4Q�on. selecting the HVAC equipment. " d4 c 02 °. j, LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916)893-0112 FAX (916) 893-0140 Customer: -G & `/ l—sc/�_ FA SEs Address: Job No: AP#: COUNTY OF BUTTE BUILDING DEFT AUG 14 1996 Alpine Engineered Frodu l&/�tc. Christian Chappel �� _ n E, 8351 Rovana Circle' j Sacramento, CA 952 tea, (916) 387-0116 �z APPROVED• Timber Products Inspection, Inc. P.O. Box 20455 V`�M Portland, OR 97220 (503) 2540204 9�Q.� RAFTER \ A 2X4 MAXIMU14 CLEAR SPAN CEILING.JOIST CD100 STANDAnO JACK DETAIL n C SPACING 24" O.C. E^ DEFLECTION CnITEnIA: D 1.5(LIVE LOAD) to HAFTEn SLOPES < 4:12 - L/240 N nAFTEfI SLOPES > 4: 12 < 12:12 - L/ 100 CEILING JOIST - L/240 1.5x3 IT IS THE RESPONSIBILITY OF TIME BUILDING DESIGNER AND InUSS FABRICATOR TO REVIEW THIS OfIAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUOING DIMENSIONS A140 LOADS, CONFORM TO T11f_ AIICHITECTURAL SPECIFICATIONS AND FABnICATOR'S TnUSS LAYOUT. 2X4 HEM -FIR STANDARD -nEOUIRED IF RAFTER NOT SUPPORTED AT END O O O O O 1� O r=A O O t] (7 c=1 C:D o rrj C=1 �ALPINE� o c=1 CI o TRUSS 1= N IMPORTANT HI(Al 111E E1""""(D 1'IMIIII cl9. 111r:, SIuIE SoI 01! 11'51'1MI5 I IaE (111 At If OEVIAllo11 rm" Ilea OEslnol UI1 III Sr. S:1170:14' 'I.0 II ICA1 Il1IS. o#1 AII'/ rAIEUr1E ID !VIED IIE IIIIISS 111 C01/0691AI11:E M1111 091110 lit "'1. AE/1111 C0111ECI9ns 111E IIAIIE n! 20GA C/I V, nlr(1. "EElllllt ASI" AIA{ Crl • E11c(rl As IMIIr D, AI S•Et L'11111r,1111s to IACII !AC( lir Intlss Ala WaEss 011EMlsE toCAlE41 060 IVIS III.s100, rUSll lull coo#EClons rill 0I.A1111GS 130, iso c 160A•1. DISI011 SIIIIIA111s colvnn/ m,4"macAnEE 1•Invlslr■rs or loss c 111. ul unuarn•� Sl/L dl IIID OnIM111G Al -•l 111 10 los( f.IMs•11 f.111 Ur 1'101111 10611E I" ola I. AIII SI"LE 1101 II! nlllln anal 111 Illf 11 turn WAY. 1•-11.1 - I1111SE IYAII Ini111111 (, 14". 111-81 nAIIIInAI IM:s1 WARNINE3IIAr`As Iv.oll111F EMIII(ItE E'AnE �"1�V 1�V 17111 IIAIIII IIIt;. EIIECIInl1 Ann n11AC1140. Sri 1110.91 Of IN. Sit IVIS I*Slsll hill AIIIIIIIo#IAE SP(CIAI. 1.10401A18F111 IIIIAC111C nE Ol/llvlstllls. U11.ESS 911a1tNltr. (1/11CA1E01, lop 0111-1 SIN(I. OF. EAIEIIA11 I 9Jl.A1:El1 MI III 1'IW1•rn lY AIIAcIvo rEYMU1M1 611411118K, 41011060 0111010 11111 1111X•111 rAI IACIaO 1116111 CE 111111 -- sit 11.111E 1101111 CAI 11-IIAII Ir/1/011 run Prop(" 0611161E A111.Ir.Allnll, /W1111S10 A CII't or lolls IIESICII los list I11115s UI(r.IIlt11 CIMIIIIACInn• al S•r I:II ICA 111111 (1111 MDIIII 17d 1,11901 l all .;C043845 `- * rr.El� 63991 ' �• � Or c k0 JACK DETAIL nEF R992--90913 DATE 02/17/93 Onw CD10o_ CA -ENG JS RAFTER 'SLO_PE ,< 4:12 RAFTER SLOPE,?- 4:12 BUT < 12:12 CEILING JOIST 16 16 30 30 16 16 30 30 LIVE LOAD (PSF) DEAD LOAD (PSF) 7 15 10 15 10 15 10 15 5 DURATION FACTOR 25% 25% 15% 15% 25% 25X 15% 15% 1.00 SIZE GRADE --MAXIM1114 CLEAR SPAN-- O O O O O 1� O r=A O O t] (7 c=1 C:D o rrj C=1 �ALPINE� o c=1 CI o TRUSS 1= N IMPORTANT HI(Al 111E E1""""(D 1'IMIIII cl9. 111r:, SIuIE SoI 01! 11'51'1MI5 I IaE (111 At If OEVIAllo11 rm" Ilea OEslnol UI1 III Sr. S:1170:14' 'I.0 II ICA1 Il1IS. o#1 AII'/ rAIEUr1E ID !VIED IIE IIIIISS 111 C01/0691AI11:E M1111 091110 lit "'1. AE/1111 C0111ECI9ns 111E IIAIIE n! 20GA C/I V, nlr(1. "EElllllt ASI" AIA{ Crl • E11c(rl As IMIIr D, AI S•Et L'11111r,1111s to IACII !AC( lir Intlss Ala WaEss 011EMlsE toCAlE41 060 IVIS III.s100, rUSll lull coo#EClons rill 0I.A1111GS 130, iso c 160A•1. DISI011 SIIIIIA111s colvnn/ m,4"macAnEE 1•Invlslr■rs or loss c 111. ul unuarn•� Sl/L dl IIID OnIM111G Al -•l 111 10 los( f.IMs•11 f.111 Ur 1'101111 10611E I" ola I. AIII SI"LE 1101 II! nlllln anal 111 Illf 11 turn WAY. 1•-11.1 - I1111SE IYAII Ini111111 (, 14". 111-81 nAIIIInAI IM:s1 WARNINE3IIAr`As Iv.oll111F EMIII(ItE E'AnE �"1�V 1�V 17111 IIAIIII IIIt;. EIIECIInl1 Ann n11AC1140. Sri 1110.91 Of IN. Sit IVIS I*Slsll hill AIIIIIIIo#IAE SP(CIAI. 1.10401A18F111 IIIIAC111C nE Ol/llvlstllls. U11.ESS 911a1tNltr. (1/11CA1E01, lop 0111-1 SIN(I. OF. EAIEIIA11 I 9Jl.A1:El1 MI III 1'IW1•rn lY AIIAcIvo rEYMU1M1 611411118K, 41011060 0111010 11111 1111X•111 rAI IACIaO 1116111 CE 111111 -- sit 11.111E 1101111 CAI 11-IIAII Ir/1/011 run Prop(" 0611161E A111.Ir.Allnll, /W1111S10 A CII't or lolls IIESICII los list I11115s UI(r.IIlt11 CIMIIIIACInn• al S•r I:II ICA 111111 (1111 MDIIII 17d 1,11901 l all .;C043845 `- * rr.El� 63991 ' �• � Or c k0 JACK DETAIL nEF R992--90913 DATE 02/17/93 Onw CD10o_ CA -ENG JS PWO • s s s -V- s s r' r' ��--- �� CC.....C..� 1111.... WM Is, st O O O O O 1� O r=A O O t] (7 c=1 C:D o rrj C=1 �ALPINE� o c=1 CI o TRUSS 1= N IMPORTANT HI(Al 111E E1""""(D 1'IMIIII cl9. 111r:, SIuIE SoI 01! 11'51'1MI5 I IaE (111 At If OEVIAllo11 rm" Ilea OEslnol UI1 III Sr. S:1170:14' 'I.0 II ICA1 Il1IS. o#1 AII'/ rAIEUr1E ID !VIED IIE IIIIISS 111 C01/0691AI11:E M1111 091110 lit "'1. AE/1111 C0111ECI9ns 111E IIAIIE n! 20GA C/I V, nlr(1. "EElllllt ASI" AIA{ Crl • E11c(rl As IMIIr D, AI S•Et L'11111r,1111s to IACII !AC( lir Intlss Ala WaEss 011EMlsE toCAlE41 060 IVIS III.s100, rUSll lull coo#EClons rill 0I.A1111GS 130, iso c 160A•1. DISI011 SIIIIIA111s colvnn/ m,4"macAnEE 1•Invlslr■rs or loss c 111. ul unuarn•� Sl/L dl IIID OnIM111G Al -•l 111 10 los( f.IMs•11 f.111 Ur 1'101111 10611E I" ola I. AIII SI"LE 1101 II! nlllln anal 111 Illf 11 turn WAY. 1•-11.1 - I1111SE IYAII Ini111111 (, 14". 111-81 nAIIIInAI IM:s1 WARNINE3IIAr`As Iv.oll111F EMIII(ItE E'AnE �"1�V 1�V 17111 IIAIIII IIIt;. EIIECIInl1 Ann n11AC1140. Sri 1110.91 Of IN. Sit IVIS I*Slsll hill AIIIIIIIo#IAE SP(CIAI. 1.10401A18F111 IIIIAC111C nE Ol/llvlstllls. U11.ESS 911a1tNltr. (1/11CA1E01, lop 0111-1 SIN(I. OF. EAIEIIA11 I 9Jl.A1:El1 MI III 1'IW1•rn lY AIIAcIvo rEYMU1M1 611411118K, 41011060 0111010 11111 1111X•111 rAI IACIaO 1116111 CE 111111 -- sit 11.111E 1101111 CAI 11-IIAII Ir/1/011 run Prop(" 0611161E A111.Ir.Allnll, /W1111S10 A CII't or lolls IIESICII los list I11115s UI(r.IIlt11 CIMIIIIACInn• al S•r I:II ICA 111111 (1111 MDIIII 17d 1,11901 l all .;C043845 `- * rr.El� 63991 ' �• � Or c k0 JACK DETAIL nEF R992--90913 DATE 02/17/93 Onw CD10o_ CA -ENG JS JOB: LF tiERM LHE DETAIL CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERF_CTING TRUSSES ARE CAUTIONED TO Sr_EK ADVICE BY LOCAL PROI=ESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. a (B) 2XID-block. Refer to table for minimum length: (W) King post web. )!Minimum size - 2X6. * Refer to terminal hip drawing for lumber, plates and other data not shown here. I Note: Nail values are given For "normal" values and are not adjusted for the various durations as allowed by the code. The quantity of nails may be adjusted as allotted by the code. BLE S. IB. 1500$ 16/24" 2013011 M A X I M U M LUMBER Nails required SPECIES 100, 900# F.. L. 8/16" 12/20" H.F. 11/20" 16/24" 16/24" SP :F 11/20" . CD105 K E A C T 1 0 N Length of block 12001E 1500$ 16/24" 2013011 22/30" 28/36" 22/30" 28/36" F CDco ' Setback it SetbackOf Span En 6EON-- 11793 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRA TOR REV 15.3.3 SCALE 0.2500 .� eI O O o 0 0 none elauaEtrEn PaooucfS. tic. **IMPORTANT** SH1LL 601 ee FIESPOWTIILE FLIT un T"SES WOUSRS EKINVIE CME WARNING tR FwatHq ERTcITa um f0 :C4 p�! • DESIGN CRIT: UBC REF 58425—LF TC LL * . 0 PSF DATE 01/11/9C 0 0 0 o O O DEVIATION FPON T1*SE STECTFtCA1tOn ON Yn OEPIATICR FrlW FLV 611MMU.9ee 'DMT -T6-. ta"etm AOOO JnISSEQ �M.Cy �y � \� 'ISO C DRWG CD105 C] t_7 O O THIN OFAISO O1 un I'ATLIFE T9 GOILD THI SAM IS LVWC/ MM 'OUPLSIT Mel' Of TPI. CDNf1RRAJ /Na FEAON�N�TIOIS-gPII . EEE � TC DL PSF q C O O O O M STA1091) AYIRE CODIECTDA3 AA8 WAIFKI•A[O iRDt ZO DANCE C.O,TlMIZFD BTE[L u+LE'SS t1RS M8TSH FUR AODIITOQL WIXIAL FE". HESII BRACIW 1EWl11Ailtf9. tHI.EM D1tEWCSE � � .0 PSF CA -ENG CWC f !7.V ' C A PT o ii 01MMISE Tal.+. !CITING SEODIREFErrty CT Asa AEAS SRIOE A. SHM TOP dOPO 9MLL 8E LATIRULT ePJIEc flD�.iT7Qi3Ed5 BC DL V _ 0/A LEN. is uPaT DdnseTOW I9 U601 FADES U EACH JOINT AHO LOCATE AS WIFn MWPERLT AtT/OED PLWOOO 109%Tl6l7; * �' 63D91 TOT.L0. . 0 PSF ^' TAUSS © VIM.IEARTM Ot9f83 SFE a• RIIIHA% OLLESS OIRERAIEE 91CVH. OE9tOM 91gAAlO9 [ORO�1 YJTS APPLIG[K8 PIIDVISION 6 9DTTON OIDRO 11T"I RIGID CULIto OD SAACM as SJECIFIEO dl IESI OH. DO 1A1 116E SKID 8.0/1 PITCH M3 0 1 VroI ALAI VIPs IPC'II. DESTtlt WITH FDAE FETAFOA111 TREATED LIeBFA.- �. Ci f It ��• DUR .FAC. ft . 1� o o t� =3 t= '•` SPACING ._-TPI • Ta GS Pule T IMIE, SAM - 11471fnAL EEUM awcIFTCAftm FDR MOOD cnanaXIFOt TYP DETAIL 0% L1E�4 Tk` m W 0_ to m Job: (BAKES --WALK IN ROBERT STORNE7TA) / Ti 34' HIP 6' 53 TOP CHORD 2x6 FL 12 BOT CHORD 2x6 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKEO PER UBC CRITERIA. #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES 6 24.0"oC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 63 OR BETTER @ 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME: 3 THRU 6) . OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT, ac.. NOTE: REACTIONS: R 8 R3 ARE FOR #1 CALIFORNIA HIP AND 93 CALIFORNIA HIP RESPEiCTIVELY. PLATES ARE 5X8 EXCEPT AS NOTED. 6XE 0 aYDA 7Ht6 UKU PHEPAHEU 1 -HUM UUMPUltH Sntwl MUAND 11 UAMGN,'7AUNS1 DUDMAAICU DT Inuaa nrn RECOMMENDED CAMBER 5/8' AT MIDSPAN BETWEEN BEARINGS, a c (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO N BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING a MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ro SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949. aL NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.39 [o EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.25 ro Ln CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS lu DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS to ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 3X4 22-0-0 6-0-0 34-0-0 106- 34 OVER 2 SUPPORTS 121 -0. R=2701# WD3"B R-27010 W-3"8 R3=1858@ R3=18581 Se 85846 PT TYP-APNE DESIGN -CRIT -U CA/0/1/0/-/-/F Rev 17,2V6 SCE -0 1875 o a a o a o )FIMPORTANT*WL;PLLE f"ETIa<E"E° 9"t". Fns• WARNING---" REQUIRE ExTum CAFE TC LL 16.0 PSF REF R427--56719 DATE 07/10/96 C7 C! C O O G C SKLL DO 0111 [EIUIIOn F{tOIA TNlS tR:S1GS W TtEEE TEPEGEE Ii [CA ICAS. FOR DH BOLGIW. SEE ntD-N7 8i 7Pt. SEE 1104a0ES GN tt,��4 y TC OL 15.0 PSF CAW cAusa427 sets2S29 CI G a O C� FAILERE t0 RUUD DIA TADS! In CIYFWWAtAx Am OStfa DI IPI. ALVIM C0AZCT= ANC NDE Cr EDDA DALV. STEEL PUMP ASIN F07 AWITIpML SPECIAL PEIOILIEICI Mucins DE 07IPEWWS. IFAMS DINE04ESE IDICAFRIL TQP h I• BC DL 5.0 PSF C d a O C=•7 O AUL St D EIWT AS A0IE0. AP -0 CMACCIO S 10 EACH FACE OF � AM vA�Es OtIEADSf IaATEO ml fH77 DESIGN FOStTIaI C°QPD SHALL K LAIEWLLT WACED QTH MDPER &I AitAL1E0 0.YFCW EtEATHinc. aDTrCM c11CP0 W 42 V . 4j1 43645 BC LL (U) 0.0 PSF CA -ENG ALPINE HD, ]VIII I' [� C� 00014:106 PE4 0PAd3i 5 $30. 1:0 C ISDA-F. DESIGN LTAWAMS MIT- PA PEA.Y ATIAMD N:GIo CE1t111O -- EEE 63097 A TOT . L0. 36.0 PSF '= TRUSS O mraw UNNDA7 in IAPCT.ICAT(CEImum E 11EIL *1.25I��►►"I III II ly' II o SEAL of It" 1PILIFLrwa CIFCCOt"ICn1 OFWiIFICIfHE m Nu F. Mo mPAu :NII DE Kl II 1t Isavl HI lir/ DUAP DAf. OAMAL TWNte A COI C OFF Tills D ........... -•.--•-......-- -- ---------------- .rm. 'j�jll�ll I!!I"� (BADS—*ALX IN ROBERT STORNETTA) / 12 84' TSC HTP 16' SB THIS ONG. PREPARED FROM COMPUTER INPUT ILOADS S OIMENSIONSI SUBMITTED 8Y TRUSS MFI n CHORD 2x6 FL d2 :T3 2x4 FL #1: CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE s CHORD 2x4 FL M1 REQUIREMENTS OF.I.C.B.O. RESEARCH REPORT 02949. a WEBS 2x4 FL Standard ca (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. m a ECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE ALL PLATES ARE 1.5X4 EXCEPT AS NOTED, ^I ., v 3XI 9110 Ln �71 T TVO - (F) SEE DRAWING A115/E FOR FILLER DETAILS. to rn CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS .• DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS (n ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL >u PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 0 w IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24,00" o.c. IN ADDITION, A RIGID CEILING OR 2X4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. TR MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 16-0-0 -o- 16-0-0 1 6- 15-0-0 14-8-8 4-3-8 1-6— 14'4"B4'4"8 - 34' — OVER 2 SUPPORTS R-13170 W-3"8 R-13170 W=3"8 ,HE= o 0 0 I= I= m)flMPORTANT> *`L`1AE &ISIEEYIEG "ROD -1% tIF:. WARNING"m= IEau1RE Ex,111)II EAI L�A SHALL 107 BE RESPONSIBLE FzA ANY DErWIM FOCI THIS EES159 OR AESE SPECIFICAi10:1S, W sive FAILURE 10 BU(LO TIE (IRIS! 1N C09VWA1XF IIRH OST60 8e TDI. 19 ID1t)Lllsi. ERECTE09 Ala ER1Ct!Y'. SEE Hl"I BY TP(. SEE TIM OSSM11 FOR A07(P(OmL SPEEIAA. PEP1lr.BENT 1WACIAX: VE PSF PSF PSF PSF PSF SOME C&IUECTWS Art ME OF ZDOA OALV. STEEL HEEf11D A3DI NIICOEBeS. MAESS OIRgIB(y_+ T101CATED, Up ORW CAUSF1427 A443 CR B EXCEPT AS !DIED. APPLY CWMCIOAS 10 EACH FACE OF CHORD SOU. BE LATEPOALY BALLED METH M. OVER o 9ft= AID IRILEW OYMMISE MATED ON THIS DESI6U. POSIT10Y LV AITACIEO PLYWOOD SWATHI G. DATTON C11CR0 l CDO�CTCRP PER 044911" 120, 150 C 1ODA•F. OESIGO SINVA10S WITH PPCO6RY AITACMO OIGIO Ci UM -- BEE WAPPLICASLE AS GF � at f G 0 11113 DAMPS APPL1rSl0 ME C"WIVNI0F DEPrU EDFETE AVALL 011MICATIOlf. rr1IROI511/A1COPI OFATHIS a Cl p tom' I_� II tOA.Y. Ailll S11/at MI BE tmttt0 IA'01I [R 401 OUTER YRe, Ci51611 10 T1V. 1M52 [RCCTIdI CdvI RACItli. � _ �—Fps - MISS 14AIL 1113111U1E. 100 - IBD( 116TVPRL DESl6O SPECIMAIM FOO MOO COOIPIllfffAl %2 BI) -4e' U U - Hey it,juo SEAL - �Q�piESSI �y " 140.C43845 `- * 91 TC LL C OL OL LL (U) T T . LO . UR.FAC. 16.0 95.0 5 - 0 0.0 36.0 1.25 PSF PSF PSF PSF PSF REF R427-- DATE 07/ ORW CAUSF1427 CA -ENG MD ILII�III�uI�� III l Jot): (BANES--MALK IN ROBERT STORNETTA) / T3 34' TOP CHORD 2x6 FL 02 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard: 'CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (F) SEE DRAWING A115/E FOR FILLER DETAILS. 3X3( THIS OVS. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTEO BY TRUSS HFA, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE C) a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c *IMPORTANT+�"p�'E Ew1AFEgio PRcolcrs, 7HG. HDI BE PES-WASIELE TCO AM CUTATtM FFCN TRIS OISTOI OR TPE% SPECIFICAT901% GR Z11 MUM TO BUUA THE TPJbS 11 9W*o A.= ViTH OSM of TPI. 1LY1tE CWhICTpw A1C HTOE OF 206A OAin. sun MEMM AST9 AWS GO B JIMT AS WED. APPLT COVIEt PS TO 6101 FACE OF TWA$ A`O LELEBF DIHEBNISF LOCATED OU TYIS OUKWL POSITION coolimcrOO WIFAM M/ PEA alkAlrJCABLE S nS 1S0 t f6°A-F. 1. PIA STNNOOS COB'OM tl/AP1L]tABIE PROrf7SI41S OF 11J9 C IPI. !u OI;ULaER'S al arts DnAB[u: &MUS TO nE c°HPcrou EEruTED IEBE III O1lY AIA) WILL lPJT BE MILD lOffT IH Slit BIIeO BAT. wARNINGfp°fs "�°L'� 'u'E`F ° CLOE IA 6A/DLTCq EY¢CTtmf ABD SPACill9. SEL HIB -91 BY 1pl. SEE THIS MUM spa ADDS14\4L SALCM PERMIE17 B°ACUK Pi ODEPemfv. LIMESS &THMAISe IIUICARIX top CIM Elsa/ BE LAIEPALLf BPLCEB ■nu FpD-'ER L1 AFUCKV PLYWRN SWATHS, wim L� w WITH PPTE01.11EC1104 AT1 UPCAI OItfl 9U rtr.FOR -- SEE ILPUIE TFtlCI[Cll IIPCAsE U/fMU FOR PiL7PEp pPfMAIL AfW.ICAl10'1. FWHSH A I:opT OF nlls OESIGAI TO 11[ IIYJ3 t1A!CTTOfI fdNAAt ILA, (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. m 16. 15. 0 5. O 0.O 36. O C " 24. 0 b CALCULATED HORIZONTAL MOVEMENT OF 0.17 " DUE TO LIVE LOAD fu AND 0.21 DUE TO DEAD LOAD. CA -ENG MD l tv ALL PLATES ARE 1.5X4 EXCEPT AS NOTED. m IN LIEU OF RIGID SHEATHING: U3 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ti 24.00' o x . IN ADDITION, A RIGID CEILING OR 2x4 i3 H.F. th OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.L MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. >+ 17-0-0 _ 17-0-0 1�6-0 15-0-0 14-8-8 4-3-8 1 6- 15'3" --- 14'4"12 4'4'4 —34' OVER 2 SUPPORTS R-13171 W-3'8 R-1317# W@3"8 Bi) —0 . T3 01 Se q: 85860 T. TYP.- ALPINE CRIT UBC CA/6/1/0/-/-/F Rev 17.3u6 S AL - 0. 1 B7 .1� �T o 0 o —1 1� C=3 C C o E= t= G7 c ALPIN TRUSS 1� i FSU JSu O [m 4 L7 c C:) L� o Ca n =SML O C= 0 O Q O C.1 *IMPORTANT+�"p�'E Ew1AFEgio PRcolcrs, 7HG. HDI BE PES-WASIELE TCO AM CUTATtM FFCN TRIS OISTOI OR TPE% SPECIFICAT901% GR Z11 MUM TO BUUA THE TPJbS 11 9W*o A.= ViTH OSM of TPI. 1LY1tE CWhICTpw A1C HTOE OF 206A OAin. sun MEMM AST9 AWS GO B JIMT AS WED. APPLT COVIEt PS TO 6101 FACE OF TWA$ A`O LELEBF DIHEBNISF LOCATED OU TYIS OUKWL POSITION coolimcrOO WIFAM M/ PEA alkAlrJCABLE S nS 1S0 t f6°A-F. 1. PIA STNNOOS COB'OM tl/AP1L]tABIE PROrf7SI41S OF 11J9 C IPI. !u OI;ULaER'S al arts DnAB[u: &MUS TO nE c°HPcrou EEruTED IEBE III O1lY AIA) WILL lPJT BE MILD lOffT IH Slit BIIeO BAT. wARNINGfp°fs "�°L'� 'u'E`F ° CLOE IA 6A/DLTCq EY¢CTtmf ABD SPACill9. SEL HIB -91 BY 1pl. SEE THIS MUM spa ADDS14\4L SALCM PERMIE17 B°ACUK Pi ODEPemfv. LIMESS &THMAISe IIUICARIX top CIM Elsa/ BE LAIEPALLf BPLCEB ■nu FpD-'ER L1 AFUCKV PLYWRN SWATHS, wim L� w WITH PPTE01.11EC1104 AT1 UPCAI OItfl 9U rtr.FOR -- SEE ILPUIE TFtlCI[Cll IIPCAsE U/fMU FOR PiL7PEp pPfMAIL AfW.ICAl10'1. FWHSH A I:opT OF nlls OESIGAI TO 11[ IIYJ3 t1A!CTTOfI fdNAAt ILA, Q�OfESS t� TVQ �p yC y G�7 Tr T cc v ND,C43845 '� * 6 97 � Q��\ f P fSk� TC LL (', DL OL LL (U) T . LD . SPACING 16. 15. 0 5. O 0.O 36. O C " 24. 0 PSF PSF PSF PSF PSF REF R427--56721 DATE 07/10/96 DRN CAu6R427 6192531 CA -ENG MD l tv �I � j��l _I III�II II IIII I I'll IhIJ'' Iu1 n.•[pl_- "JUT PIAT 111STI1UIF.. IAY! - MIT M1 MAL OESIG° SPfclT10.TKOH FOD NOO.T CG61PI1C11GH IN ADBEAT STORNE7TA1 Af T4 34' TSC TOP CHORD 2i6 FL #2 BOT CHORD 2x4 FL #f WEBS 2x4 FL Standard W5 2X4 FL 111 ; CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (A)1X4 #3 NEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH 2-8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 3X8 EEO THIS 0110. PREPARED FACH COMPUTER INPtlT 1LOADS S DIIEENSTUMJ 5UIf►111IW OT IMV„ JIM (7 CONNECTOR PLATES MUST BE INSIALLEO IN ACCORDANCE WITH THE a REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2449. N (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A IN LIEU OF RIGID SHEATHING: R1 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24,00° D.C. IN ADDITION. A RIGID CEILING OR 2x4 f3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 9 72.00" O.C. Q1 MUST BE PROPERLY ATTACHEO TO THE BOTTOM CHORD. m lu LA tv w 17-0-0 6-3-8 i' 6-0 15-0-0 `�� 6-3-8 23'3'8 -� OVER 2 SUPPORTS R-941# W -3"S R-826# W-3"8 ALT TYP - ALPINE blbN lgHAI UML -- n v 11 .3.3uu 0 0 0 0 0 C�AA'4'—= o O O n =3 p 0 r� **INfPOATANTµXSuLl.J;tDE�oisiouIonµ DEMI me n;m HITS CESICD W NESE SPEC/ICAfIM9, OR A,IT fLILuRs: TO Tinto INE toms N fADFO1SIANm Nim 09150 0r' In. ALDIK CtlQICTOtS AM WAGE Of 20CA OALV. 110EL LEET[NO ASTM A� OR 0 EXCEPT AS NOTED. APPLY COURECTOPS 10 [ACR FACE OF 1Ru"AADktusS 07MMICSS LOCATED OIL 91410 O[SICR P09Ittw L9tDXCTCfg PEo OPMfIR! 1". 152 C 100A -F. O[SICU STAIAATIDS COWCP11 WAPFtICAOtI PPOVISIO143 OF AS C IPI. AN EROIDEER'S SEAL CM TNfs DRANIfIG AML1ES TO live COIPONLOf DEPICTED KAI 01 *Lt. At* SKILL ODI OE PELIf9 Id01 [N APt OBRA Nq. WARNINGIH X142. (ECTIM ARD DIgCING. SEE 1110-91 61 IPI, 3E! TNiS OESI FOR LOOITIC'm SPIMAL FENPAfEOT 0vAC1ATi A DO[FCNCB13- MUSS DT►£RAtse ]ODIN IEA T 01000 SALL 8E LATMLLT ER:CEO NITM Lf ATTACIEO ALINDOO SIRATRIM2. EDIfJu R11L Pvvgw,f ATTA04ED P1610 CEILI14 -- StPlit IcCMCEL IPOITE (1111Oil FONa ONINALL APPLICITIQR. n1911SO A COPi OF 1.1[S O[slGw 10 Im 1WS5 [PECTIOIA I. jIPACfCN. SPEA IAT1011 ►CA NG[O CCIIISM19TIC/1 �TR S/ T C43845SC LID 630gT�]C�+O ��l� ClY L \�� TC LL TC OL BC DL LL (U) TOT.LD. 16.() 15.U 5.U 0.0 36.0 PSF PSF PSF PSF PSF OUR.FAC. 1.25 SPACING 24 -0. •-•Tvl - Iff1A KAIt 11S111U1[, IDS • 1'J91 IIAT[C111A O[5iC11 c r (V Ol ZIUA C . U. 09:7 =F 8427--56722 4TE 07110/96 RW CAUSR427 96192532 A- NG MDj,-,/ 111111tidlilmll N Job: (BANES--NALK IN ROBERT STORNETTAI / T5 34' TSC CARR TOP CHORD 2x6 FL #2 BOT CHORD 2x6 FL #1 :82 2x6 FL #2: WEBS 2x4 FL Standard W9 •2X4- FL #1 ' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN ADDITION TO NAILING / BOLTING SCHEDULE SHOWN ABOVE, USE 22 -16d COMMON NAILS AS SHOWN BY CIRCLES) FOR FORCE TRANSFER AT CONCENTRATED LOAD POINT AS EACH LAYER IS APPLIED. (A)1X4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH 2-8d NAILS. BRACING MAATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY £RECTION CONTRACTOR. 3X14. (A 6_10 5X4 THIS OWS. O FROM COMPUTER INPU' WITTED BY TRUSS MFR. 2 Complete Trusses Required D c w 33 NAILING SCHEDULE: (10d.Pox-pails) A' TOP CHORD: 1 ROW @ 13 o.c. BOT CHORD: 1 ROW @ 11" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 10 IN EACH ROW TO AVOID SPLITTING. rn M X**LOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORKHM w N (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. to w ut IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.OD" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOMS CHORD. (H) RECOMMENDED CONNECTION FOR 12' FLAT GIRDER: SIMPSON HUS26. SEE LOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, ORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT UPPORTING TRUSSES.) 9.0 17-0-0 _ _ 6-3-8 61 15-0-0 '� B-3-8 THIS TRUSS IS DESIGNED TO SUPPORT (FROI LEFT TO RIGHT) 12-0-0 OF LADDER FRAMING TC/BC SPLIT FOR 6-0-0. REMAINDER OF TRUSS TO SUPPORT 2-0-0 TC/BC SPLIT. CONCENTRATED LOAD CREATED BY 12' FLAT GIRDER. CrI Cfl In -1-+9 • S ��B• T 'D 23'3"B 6-0-0 OVER 2 SUPPORTS R=36606 W=3'8 R-1582# W -3"S i A ` 2483#. � PLT TYP.- ALPINE GN CA - - F Rev Se q: 85 73 0 7.3u6 SCALE - .1875 .� [� C C O C3 � p kUS +�*IMPORTANTNWL"7NI FNc]EEERi� "RDD S' "'c. :HALL NOT DE FESPDHs(su TOR AHO' CtVIA112H FRN THIS OESIGr OR T•4:SE SPECIFIWTIOrG. OR ANf FAIwE TO BUILD THE TRM IN COItOWMAKE SITH 03183 6Y 1P;. ALPINE MD1EC19W Alt PAW OF RDCA GALV. STEEL KET04 4319 4446 64 1 EXCEPT AS NOTED. APPLI CON.'ECTORS TO EACCI FACE u Aw IAAASS OINCRNISF LOCATED ON THIS OESIaL FoSMON P(4 DDAAr11Ncs >N. Lao i tcOR-i. CFSIf11 SULwArns ro�1til ! IlBftcRAYN10 AAtL TIS O U [193 114 Of wC014 OI.WT R PCTEO NEIIF IN ODIC. All) AHV.L NTT HC ItEL 1C0 YPCH IO ANU O11CR 19X1. WARNING!"as"s N4:DUlRE EATREm cAP6 llt HA40UH0. EACCTCOTI AICD HPACING. SEE Hl"l O1 TPl. SEE THIS DESIGN FDR A00{TTRNAL SPECIAL PERH411EHT EMCD:O tm= OUIQ0EDT6. U'IESS OTHEMI.SE UO1CAVA iC9 CMM Sm" 6E LATEOALLI DRAM 111TH PPTA}EA Lf A:T400 4LTYOW 616AINICO. DUTCH el"Dy�6Ay97l A7W RPOi�I.f A1fACItED R1GtO EETL D6 -- St[ NRf114u AFR ItAI(f1 IWII SH AICOPX OFPfS OESIOO ro tell 111/51 EIECfIC11 Wr1tMCTYR. OQ�O SS/ Q�' V HC43845 � C Vil,s7 '�' f r o \V" t TC LL TC OL BC OL BC LL (U) !COH�Eci0R4 TOT.LO. 96.0 PSF 15.O PSF 5.0 PSF .0 PSF 36.0 PSFoCJ REF 8427--56725 ATE 07 10 96 UAW CAUSA427 192939G= CA -ENG 1o=IRu» OUR. FAC . 1-25 'D .JOO: WANC�--HALK In MtICKI WIJIViCIIAJ / 10 12 I*LAI bLhu TOP CHORD 2x4 FL #I Ln BOT CHORD 2x6 FL #2 WEBS 2x4 FL Standard 01 (L CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 1RECOMIAENDED CONNECTION FOR 17-3-8 TRUSSES 24" O.C. T4 BOTTOM CHORD: SIMPSON LU26. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES, THE MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) nm THIS OIIB, PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR THIS GIRDER DESIGNED TO CARRY 17-03-08 TRUSSES FRAMING TO a BOTTOM CHORD FROM ONE SIDE AND 06-00-00 FRAMING TC/8C SPLIT c FROM OTHER SIDE. rn CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. lu NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED to UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. m IN LIEU OF RIGID SHEATHING: ,n TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED Ju 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. Ln OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. R=24840 W-3"8 urcn c Q% r'run I J R=24840 N=3"8 7—,6 1 171'.- w rtry - - u I: - F Rev 1 3U6 SCALE 0 0.5000 0 p C 7 C] p 0 o a = p Op =1� OG cm4TRUSS o L� G G p **IMPORTANT**ALAI* MIRMCIED PAOCJCIS. DIC SCULL IIOr K AESF&WRLE FDR A"T KYuuaY Fan TNID [EDrr?i 90 f1ESE SFEWr[gP10C4 OP An1 rAUJJW- TO 611ILD IDE 101M J0 COFOSNUCE AIIN OSM at SPI. ALPD¢ 901 -HECTORS APE NAGE OF 2004 GAIV, SIM m U s AS'. 4446 W E *KEPI AS KITED APPLY COIDICIOOS SO EAC/ FRCS Or IMM AMtMSS OTIF7'PnS6 LOCAIED ON TNn SLSIGIL POSJ IJ09 WARNINRRASP[s REOUI4[ EYIR[NE CAR[ N .4f[L-]1KL EfEC1I0Y AtaD t9UCnC, SEF. NIB -91 DY 1pJ. SEE /M16 fJ_SiGY FOR A071TIC1Q SPICIIL PEWAnnf sucifiG RE (WRE)QN/S. MUSS DIIEAr11EE ZVOICATE4 POP CMM S44LL BE LAIERULt DFACEO 0110 Fa EA LY AruGICD FLUM SSEAT4UG DO11EN CDCAD q FESS TC LL TC DL �4y 'gyp C f DL tb r ! 1 ac 41 LL J6.0 ` 15.0 5.0 PSF PSF PSF PSF REF R427--56724 DATE 07/10/96 DRW CAUSR427 192534 CA -ENG MO IvOp o L' � C� G o C—JJ fIIlO CM 11 PEA M01CARLFIO9 ICS ISO 6 IDOA-F, CE5160 SIAT04FOS b/APi�IGBIr R10'/ISIVtS ti DOS C IP[ UI piOUEER'S SEµ CI TLI%ODArISn ApPLtES 40 flit CSWOIESf OFPT[tED IKRI In 111" A,! STILL PDI BE PEUED Iso" IN uN 01"01 KAf. VIMALJq PRO•+EINI;Lf ATTACWEO RIEID 911 OP — EEE)09� ALA [If IECNIIC/I WD4fE U/f/911 f0P PRDPER DRTIIALL AMICATIfAI, FIA 41SH A Capt EF Ims omtm w "e ivuss ExcTlml comacro". �.Cy1845 .�- l {L �� \ \\ T,LD, UR.FAC, SPACING �jC0.0 36.0 C .2rJ SEE ABOVE PSFCOIfffi01 P --IPC 1R115g PLATE )JIMRITr. W9 • IDYL /IAfCO1l1. DIS1414 VECIfICA1I0Y ►CA "DO OOItSUAJCI1101t Job: (BANES --WALK IN ROBERT STO TOP CHORD 2X6 FL f2 BOT CHORD 2x4 FL It WEBS 2x4 FL Standard / T7 34' TSC THIS OWS. PREPARED FROM COMPUTER INPUT (LOADS 6 OINENSIONS) f CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 7TED BY TRUSS NFA. - n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 142949. (U) i0 PSF BC LL CHECKED PER UBC CRITERIA. a IN LIEU OF RIGID SHEATHING: 1L7 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' G.C. m MUST BE PROPERLY ATTACHED TO THE 80TTOM CHORD. ►- En R1 Ill LA7 17'1"14 OVER 2 SUPPORTS R=612@ W-3'8 C= = O C=3 C7 C_7 C7 O C= C= O C= C= C= [= C= O G o C=r/ ALPIN c C3 Cl TRUSS C= o E= E= C-3 r.� R=620# W -3P8 **IMPORTANT**ALP)t:E Etr,INEEOEO PPWl:TS. uA-., WARN ING1°R9�E9 OEOUIRE F At" CAAI S"AAX KI SE RESPCISIEL.A fOR "It 10 IM-CLIK4 ERECTION LPD OEFIA EON FOCN DAIS CES104 OR MESE SPECIFICATE043. OR Alit ERAC1t4. SEE MIB -91 Of TPI. SEE INIS MICH rATLUK 10 11MO, t1R TRS$ IN COIFOUf.Alte 13TN OST64 6Y TPI. FOR Am1TI01ltl SFECILL F610I01E3I ERACIIG PE ALPRE COAIECram Art SOLVE M 200A OALY. STEEL Mitre &SIR y7PE1EtIT5. tw"59 OTNERgse DGICAITA. TOP 1446 GA 0 9SMT AS 701!0. A.WL1 CNAECTORS t0 EACN FACE OF CROs 5RALL Of LAIEUALLY BRACEO WITH PNPEA TR.59 ALO t7At6t un4EM1EE LOCATED ON DOS OES76O. AnITICR LT A11ACKD DITIWM StEATMU4 8111ON Chm Et1A'"TORS PTP ORANINGS 7:0. 174 i Is" -.F. OESIGO SMOLRDS 111TH I'"mclT AIILCIED RIGID CEILIIO -- SEE COItroRR M/APFIRA" MOYISIGB or toi C tPE NI EIGIOEER'S ALPITE IKWrWL OPOAEE 0/7/90 YOU PROVER sm ON MIR wAntrii APPLtAS to uE cmmiEHI KPIC110 teal OA4A4LL AM fCAT1911. FUM119/ A CCPf Or 1108 AI 014f. UO 614ILL 4101 AE AELTFO Lvtll IN Alli 011CA RLT_ CESICII to Tle TRUSS UIMTItMI COIAPLCrEA. �QRurc�s�jTC LL 16.0 PSFFC OL 15.0 PSF C OL 5.0 PSF "LC40RSC LL (U) 0.0 PSF 6@47 TOT.LD. 36.0 PSF 1.25 r- 16 34' CAgR TOP CHORD 2x6 FL #2 SOT CHORD 2x6 FL #2 :W2 2x6 FL #1: WEBS 2x4 FL Standard : W3. W4 2x4 FL #1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. 6X6 (A ED THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMLII[U tlT n N**LOADING ON THIS TRUSS CALCULATED BY TRUSS FASRICATORw*X n C (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO N BE EQUALLY SPACED. ATTACH WITH (2) 86 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A ro SUITABLE SUPPORT BY ERECTION CONTRACTOR. .1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. rn IN LIEU OF RIGID SHEATHING: w TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED w @ 24.00° D.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00° D.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO SUPPORT (FROM LEFT TO RIGHT) 0' TO 12' OF LADDER FRAMING TC/®C SPLIT FOR 17-0-0. REMAINDER OF TRUSS TO SUPPORT 12' SPANS TO 17' SPANS FRAMING TO THE BOTTOM CHORD. CONCENTRATED LOAD CREATED BY 96192542. use- Gu zG Fe 17-0-0 "r- 5-3-8 23'3'8 _I OVER 2 SUPPORTS R=2092# W=3�� B R=38600 W=3"6 1 1 5211 T= C= O O G7 C=3 0ATRUSS aC=I= C= C= O G O G O xxllrSPORTANTx*ALP EHc1AEEREo PNOOIKT3 Inc. SNQI MOT SE PFspis"I" r0R AMI OEVUIION Man THIS DESIGN OR I ESE BPECIFICAT90M CA AW FAILURE TO 801LO TK TM133 IN COPF09P. NCE MIT" DST" GT TPI . ALP09 CONNECTORS APE UAW or IOW GALT. STEEL MEETING ASTM A446 9R S 9UVT AS VOTED. APPLY CGMIQTOR9 TO EACH rACE or vuss APO 014261 Ovar R3E LOCATFO ON THIS 0ES16N POSITION GUNICIW4 PER M%lTW.S 130. LSD C ISOA-J. 1X31S" STAPOAS09 COWOFN ■/AFF�LICLOL I PMISI@A OF TOS S TPI. AN EMGINEWS SEAL ON THIS DRAjRO APPLIES IG TIE CO~11T DEPICTED IERE IM ONLY. A03 SKILL NOT Of OWED LWOR IN AHF O!"M MAY. 5E //u -s _-�, GQ 94 i92,;Z7 ,� o by ) p WARNINL7IM�cw AE HIPOl1IO.�eTECTIGN EXTRIME AHD EAwam. 3[E MID -OI OV TPI. SEE THIS DESIGN FOS ALDITIWAL SPECIAL PEMA14MY BRACING SY � OUTREWHIS. 1AAE30OTARVISE IMICATED. TOP yV CHORD s uLL SE LATERALLY GRACW WIN PROPER oe LY ATIACA9D PL, It SWITHIMM BOtTOH CRMO NM FpMALV ATTACHED $11910 CEILING -- SU 7F ALPIW TECKIWAL GPOATE A/I/9I) ISR PROPER DP"MALL APPLICATION. RlMURI A COPT OF THIS DESIGN TO TWE TRUSS EF9XTt M CORTNACTONL T-9 r c. .• QAOFESS/ TC LL 15.0 PSF '/11/96 TC OL 15.0 PSF r BC DL 5.0 PSF fk C4344,5 SC LL (U) 0.0 PSF EIA 6 9I IOT.LD. 36.0 PSF t ��� OUR. FAC. 1.25 coerTtvr: 24.0" 430. A 75 -56733 '/11/96 V 98193543 r N ` m JOW. BANES--NALK LN KU9ERT STUHNE-TIAI / IV IZ" ItAW HIP TOP CHORD 2x6 FL f2 BOT CHORD 2x4 FL 01 NESS 2x6 FL #2 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2X4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GIRDER WITH 6-0-0 SETBACK IS DESIGNED TO SUPPORT TWO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD AND 6-0-0 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. CONCENTRATED LOAD FRO14 EACH HIP RAFTER IS 335#. OPPOSITE FACE SUPPORTS 6' SPAN FRAMING INTO BOTTOM CHORE Ta IMLZI U21W. PhtYAMCU I'MLHA t:IIWWrl"I IWUJ (LUAU) b UIMGNJIUNb) Z;,LItIH111tLF OT IMUJJ PIrM A *xxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORxxx 3- c: c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. m a (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. ^' V (C) PROVIDE SPECIAL HANGER OR CONNECTION FOR 670.00#. 670# ID m U3 ru Ln w. m I u-0 12-0-0 1 OVER 2SUPPORTS 7 R=14521 W-3'8 R=1452# W -3"B 0 n T TYP.- ALPINE S CCA/0/1/0/-/-/FRev 7.3u6 q� 8 SCALE 8.S77 0� 5000 1. .A o O C O c r o * i MPORTANT**ALPI.E tUGUEAW0 PRODUCT& FIX WARNINGSam 9E0ulre "MME «E E$ TC LL Sl J6.0 PSF REF R427--56726 .J SWIM F30F BE OEV%9WC8.E ►M AIN Omuta" FROM Tots OEswi art :.ESE SPECIFICATMS. OR nn rl 14"21,1119. faml1a0 0411QQ.01 ,Flu ORACIGS. SEE HIB -91 BT TPI. EEE THLM OESIGU F,y TC OL 15.0 PSF DATE 07/10/96 ORW CAU$R42i !92536 C=3 FAILURE TO RIBA FHE IPJSS IH C+TFOF1/VICE 01TH 033TEO BOF TPI. FOR AOO1F10VII. SPECIAL FERMUE.IT SPAC1110 AE 5.0 PSF ALVDE OMMECIAPS ARE H DS' OF iX4 GALA. S1111 FIEETUA'. ASTM EUIREMUSS. ULM OfHCR ISE UAIICATlO. TOP Ty f C OL CA -ENG A.,, A44S GA O EIMPT Aa HOTEO. APR f CSIAECICAS TO EACH ME OF "As TIOr. CHDIO SIQII BE L.ATEAALLT BRACEO ACTH "WER PLYWJM SWAIHIUUp C7 r a LL (U) 0Q+ 0 PSF L.o mxvA OFE'Klsf LCCATFO OI tntS GISIGI POSt L: AttACIEO BUTTON CWAD v ft 43BAS . II CO0I:EGO19 PER OAAI.PMis liS. 1}3 iECA-F. OCSinH STANDALRDS pRTEORCY ATtACIET WWI -- SEL EM 97 T. LD. 36 . 0 PSF MIFOFMF `13RACMI16 kSit"LPI I) FCO P I�IIIY ��I II II� I�III II�IHI MIS APFLIES to tl COMMEAT CiP eFEO m!nE 1H LILY. AND SIMI MT K AEL1EO OPUH iil.Arlf OrIEA MA;/. SnnttltTAr".ICAt1011OUWnsV'AICOPor TTHHIS OESIGO FO OE fKAS EALCTIO!I COMPACIOO. C �.- ��� UR . FAC. 1.25 I O C� c� A A 2 SPACING 24.0' F -- Ml • 1rUti3 nAlf IIP. FI FUME. Mr. - 1/71 IILr1OWi OESInl VVCIrICAI1011 FMI MOOD MrstA..ICTIC.I N (L LO 0) .lob; (BANES --WALK IN ROBERT STORNETTA1 / T10 24' NIP 6' SB TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL /1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF 7HE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING• TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" c.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NOTE: REACTIONS: R & R3 ARE FOR Al CALIFORNIA HIP AND 83 CALIFORNIA HIP RESPECTIVELY. __AXE 610 THIS ON&. PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBHIYTEO BY CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. c to (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. m ru 91 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"vc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE �• FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00'OC. ATTACH WITH 2-16d NAILS 9 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 ro FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6)I OR CA -HIPS w DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. Dc.. 6-0-0 12-0-06-0-0 24-0-0 — 1-d'� 24' OVER 2 SUPPORTS R-1853# W=3'8 f R3=1.101# ' I�AT�� o o:7A o =1 I'M r. I), c -_I r.:•1 **IMPORTANT" PIKE EHSINEEAFD samucM M. s11Au OOT BE PESPO1aIOLE FOR Aur MIA7111:1 0`01111 01I9 Ot:SWI On THELE ZFEC73MI I'M 13R THY FATLLAE TO OBtta THC V"S III C901,02RAKE 411H 05198 Of TPI. ALPPE CCI.7NTLTGAS Aro' KIM OF 2POA OALV. STEEL WETIta ASrm Nth OA 0IMPT AS WFIED. ACPLY CO:CEcfOM TO EA.[tl TAci a TPA$ AV 111L69S 011EWM LOCATED W MIS OISF81 PCSITICH WIDELTOPB PIP DQANIALB 130. 100 C ILOMF OrStOl SFAIDAPOS ZMCM 4JAP1i ICAOL[ FWW7SICRIS OF MS L IPI. All PIG ETR'S SEAL ttF TOTS OAANHQ 4MRS 10 THE CCWUOJI1 OEPICIIU JIM IH Cfl'Y. AID SHALL IIOT BE I1ML110 IOW III AIII OVER NAY. .—H.I - 111156 RAT( HAn MIC. Im - r1n1 rAn0ru1 Ix: WARNIN 'M w9a1'o414fEEI:�i oA &Z EPACF6. SEE IOB•OL Of Tat. SEE IBIS CESIGO F0'A ACOMONAL SPECIAL FeRMAMIll BRAZDA3 AE OUIPENEATT. OILVA 071EQAISE 1ADICAIM TOP Q1O111) SHALL BE LATEMLT BPACED IAIIH P KII LY A99ACKD PLTIA200 SIEAT111110. 011104 CWOO B1119 PROPEFLY 101"m 916Io ce1LHAJ — ME AIPIIE TEDVITCAL UPW1E I7/3/BD FER PIMA. QTINAu. 4MLICA31OU PMIFSII A WPI 01 CHIS LCSICF tO lilt FRISS EPECIful CFAlIPACYM. R-1653# W=3"8 I- R3-1.101# i 4) T(O U — r POfESS( r(o,.C43845 r b. t*.//6]49/1 1Y . _ Avi ..�Q ncv a �.+. TC LL 16.0 PSF TC DL 15.0 PSF BC OL 5.0 PSF SC LL (U) 0.0 PSF TOT. LO _ 36.0 PSF REF I DATE DRW CA -EI r 111111 DUR .FAC . 1.25 Job: (BANES --WALK IN ROBERT STOANETTA) / Tit 24- C(11N THIS M. PREPARED FAOM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 4X4 s:10 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. 'IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 9 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12-0-0 _1_ 12-0-0 -6- 24-0-0 -6- j� 24' OVER 2 SUPPORTS R=957# W-3'8 Ra957* W=3"8 2) °TPLT. P.- ALPINECRIT-UBC CA/0/1/0/-/-/F Rev 17.3u6 SCALE B5 08500 o O [� GAA d C7 o c/ 1� O C) I='.7 1� I -T X*IMPORTANT*K' ,1" EIY.,`[Aw P'" 'D, J` � flDl eE IIESPOWIFAA FOR All DEVIATiOU FPW TPIS OESECH OP 41ESE SFECIFICUIC1A OR AfII FA[LUV 10 EU1L0 IH° TAIW ]17 IA!OCFN&LtE Y1TM 05FM OE TPI. &004E t"DLEe'oms Am vAcc a wca Date, slew IEEII-Dl AST1 +ACD OR 0 EXCEPT AS XOTED. APPLi COIFIEC7M5 10 EACH FACE OF up ULTE99 0f1ERMI58lCCATEO on TAA90@1Gfi WSIIIOtl PCR CRAZE P /lS IS0 E lsoa-c. DCSEOA siA1URTE caFaa w/APFuc+1LE rRbnslnn or ros E IPI +II EfG71TEF.R'! SEAL ON itl Is ORA111A0 APPLIED 10 UIE cs2P "I IIEPICIEO IfPE 1O 04 A. A10 $11ALL rot 0E WL teaVPMI I0 AM 011CR'S WARNINGA.ussm REDusRE F'E1B °`°E m K=Lluo. EPECII011 AID DOLCIEG. SEE Wl"t 00 TPT. SEE THIS GESISO FOR ADDITIONAL SPECIAL KaW EIIT GOACIM, RCI� OOIPEIENT4. MIMS OTIC"ISC 10DECATED. TOP CMRD SHALL OE LA7EPALLT SPAM 1111tl POOPED Lr A1IADIEO nTlmO SIPATtl[fG 1DIlaHCWJRD AVI fPADPWLINEDNI ATIAC1f0 R10E0 otl Pon PR SEE63097 Al�[Irf IEDt']GL OPOAfE 17/1/0ll f04 PIIIi[0 DRTIALL APR.1tA1100. AMISH A CCPC OF IMS It l0 Rf. thus EPECi1N1 CVSTRACTM.� Q4Q If$$ TC LL Fy TC OL DL CSA Tr [oTgIyS U No.G3LL (U) * �• T. LD. UR. FAC. n �i gPAr.Tmr. 16.0 15.O .5.O 0.0 36.O ,1O 1 .25 24-0" PSF PSF PSF PSF PSF� REF H427--56726 DATE 07/1D 96 DRW CAUSR42T 6192538 CA -ENG MDCOIRECIQ'9 A..ir7 - IPUSs PL41[ IIKIITUTE. 4419 11141 109IatA1 OLS Into 5Mt1FiLAIjolt run ACCO COIIIIINC1IMI Job; (BANES --WALK IN ROBERT STORNETTA) / T12 24' C" TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard -CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3, IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00" c.c. IN ADDITION. A RIGIO CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 9 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CH0RD. THIS DMG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIHENSIONS) SUBMITTED BY TRUSS MFR. 0 (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO > BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A In SUITABLE SUPPORT BY ERECTION CONTRACTOR. A A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WI7H THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. 9X4 i- 6=(7 - ,y, 17-0-0 12-0-0 _1_ 5-00-0_10, 1 ( __171 OVER 2 SUPPORTS R=7211 W-3'8 R-596* W=3"8 w rn t0 ti to w to FL 1 I — ALI'INt ut5lb-N v"11 uuu CA/U/2/0/—/—/F Hee 1/.aUb btiALt a U eDUU ,..I O O O O O O **IMPORTANT*kA"c"` ENs" `RED :'O"CTs. AOC SHALL MY BE RESPt9Izsu rOA AIIY WARNINGfR164E5 IEOEIIE EHTAD".l Wit IH 1WIDLUM Elif"IOH Ar7D cSsr Miss t l� TC LL 16.0 PSF REF 8427--56729 DATE 07110/96 J 0 C=3 G CfrtOffal rRH 1RIS DEYItu 09 r1E'SE OVDIFtCATTCVS. M MIT BAACIIA:. SEE Nla9S BI IPI. SEE THIS DES3GS QQ. �,o ery • C OL 15 .0 PSF DR11 CAUSR427 96392539 O O O O O O O O FAILOP6 TO RUILO TITS 1RYSS III WWW441! 1191H 613199 W Tot. ALPW 0011 10115 APE ILLDE SUM REILI0 FOR IDDITIVaL SPECIAL PERSAAEHT 6RCCII.O At UCFSS OL 5.0 PSF Dr ZOGA GkV. ASTH OVIDEMIEWS. OFNEPMlSE 119=019A 110P 1 F T CD r / p I O O O AM DR A EXCEPT AS 1O1cL. APFLY O019ECIOPS 10 LA01 F►CE OF 14NS ua IN"" 0116611115E LOCATED W THIS DESIS14 P0StI1011 MR11 PRIL PB LATEAI4LT BPACE.D Will o0Dt4A Lf A116CMD PLMOOD siA7Ntm earls MGM r oWD tV LL (U) 0.0 PSF CA -ENG MD/ ALPIN G lio.CC43845 LtXAECTUS PER ORA111tr.5 E]a 156 6 ISOA-F. CESIN STAIpAMIS M11O DPWIPLY ATTAPED PIGlO CEILDAC — SEE 63097 T ,LD . 36 . 0 PSF OLp1FOPN TRUSS N/APPI,lC1EILE fNDVl51W6 OP IIOS C TPt 61 EN311EER'S ltDl+.rt IECMII(yL UPMIE If/6/911 fC1O PppPER 111jillpillI III IIT^t,^� � O � f� O C] G7 C] SEAL DN INIS WIMP; IPAt IFS TO FIE COYPQIEHI MPICIED WITE 611 telLf. AW SH4L 1101 OE PEUED W.1 tN AIf1 0111ER IIAT. .. _ —.._ .__......_ -- -.... .... �._. Mf6LIL APPLICATI011, IM131634 A COM OF MIS MSJCQ FO t12 IIELSB FPEtIIW CWItNC1CA. _............ ... ` \\�Q UA. FAC, nn�n�ur. 1.25 JOD: )IiANCS--HALM AN ROBERT STONNEITAI / TIS Z4' CiMN TOP CHORD 2xS FL 02 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard -CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7,3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2X4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" n.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS ONO. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS( SUBMITTEO OW TRUSS MFR (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A m SUITABLE SUPPORT BY ERECTION CONTRACTOR. M A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE lu REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. 14 (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. L. 11-0-0 _I_ 5-0 1 2.5X4 2.5x4 r OVER 2 SUPPORTS A=576# W -3"B A=5760 W=3"8 7i3 u LH1I VbL CA Rev ii.jub SCALE o d 251 f� =O 70 C7 JOATRUSS o C= '. n O d d [� G O O O C7 9-3 **IMPORTANTII*tLv°AtEUGIIIEi:3rD pI+wmr, 1w SPALL (IDT BE RESPONSIFA.0 FOR Nit DEVIALUDH FPCH THIS CESIGN OR TIESE SPEC)rfCAfIRT3. CR AI:I www 10 F111L0 RIC IFg33 VI fAIFOPVAIAX 397H 09186 Dr TPI. ALPINE CWECTDQS APB NLDE OP 2WA DAM STEIL MEETING ASTM A446 W 0 EVXPT AS WICO. APPLY CO1111C1043 TO EACH rACC 0r TPOSS u0 MESS OIIIEMLSS LOCATED COP DISIGIC POSIt)GN COlma*l I3 PER ORAIIIWS U0. 15D F ins a l O. Am cibEws SEAL RI w 90.fMAM ItG Af'PC11E3 m TIEICpPoNtlf DEPICTED ENETI[ III V. PULL IIO1 HE fEUM "I III Mf VIER 11.1_ R;Alp VIER .... --._- ._-___..__ __ .__. ___._ .. ______ WANNINGTg1611E+' 3rCUIRE E1(TIlr►E CATs ]1 HNpLINOL EPECTEGN ALD 3RICII1O. SSE HiF1A{ Bf 1Pf. SEE THIS CESIGN rot AO0LILO.AL SPICl/J- FEPIWF_IIT SOACL42 FE CVIPENEG/6_ UJLlSS OT/lP7LSE INDICATE% To' CHOW SHALL BE LATFFALLI "AM MITN PRYER LV AITACHEO FLYNOSB SIEATRHAL DOTTON CM PROAEF<_1 AITAIIED 1111 CEIURD -- SEE ALPINE OS%3ALLTAPPLIeA11NI�►13i9ISN A1COvf 0 1t OCSIGN 10 SHE T"S ERCD�IfH ECTION MA. ___ ___ ____ tC Q.�EESS! (�� �y �/ t^ h .o � V ea.ca3aa5 6b97 7 .LIQ. TC LL C DL OL LL (U) T'LO. UR .FAG . __ - _____ 16. 0 15.0 5.0 0.0 36.0 � Z�J .. • -a PSF PSF PSF PSF PSF REF R427--56730 DATE 07/ 10/9E DRW CAUSA427 792'1 CA -ENG MD � V 181lI lIIUI�II 6 llllllill Job: (BANES--NAL.K IN ROBERT STC TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #I WEBS 2x4 FL Standard 7.3.3. 714 24' COM OR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" c.c. IN ADDITION• A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1.5X z•3•�o 2.5X4 2.5X4 la 14' OVER 2 SUPPORTS R-504# W-3'8 R=5049 W-3"8 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DrAMIONS) SUBM17TF0 Sy TRUSS MFR. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EAUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. w m m ru UI A ,2LT. TYP,- ALPINE 0 T UBC CA/0/1/0/-/-/F H v 2 /. aUd sLAE.t = u - t)UU -4 .4a J� f'1C [� o 0 O o C7 c o c� o 0 G t� e� E3 O C� a CM O cm p C� ALP IN o o 0 TRUSS . E= = O CM �) 1E*IMPORTANT 1FxALD� �� EED m0vLcmSPOH>IBLE FOR u - eenaTUM rams TMIs acsm en Tom sFEclrfunoon Oa Nli I'AELUM TO BUILD 111E TUM EU CRF'OP&WAM ■LTM 0Sros a1 rPi. ALPII; CCU&CTM A4 K13E R' 2061 OILY. STEEL KUT114 LSFN A446 OR B e]IDEPT AS WED. LOVE 001"CT445 10 ELCh FACE OF TRI15E1 ram IAACSS 019E01F)SE LOCATED OII 1M1S DFSr91. Pasuirr1 Corpow "6 pDqLFL UVXICSSLE P6 LID. 150 F 10S & T OESAM11 UCIFIE DS L0tf0A1 M/APLLI[:/BLE pRCl15[Rr3 fi JOS C i0f. IN fllGirEEK'S SFAS Rl Tilts DRAMIN3 APPLIES to fw CCMOIEOI CePICfED MEFE rll OLY. AID SMALL 1101 Be PELTED Lms Tr] 4I11 Ori" "r. WARNING,16,"'wo4Ew3"EI1rw'CTEW c"' AHO 11=31:0. SEE Mm -4I at TPE. SEE I11rS OESIE11 ►rA AGDt12011AL SPECIAL FFFMLVEDf 8RACD4 0E BUIIEREIA5. Lf4ESS OTMERLESC IKOICATM TcP CM1O SMALL BE WEP LLT 0=11) WITH PP'.PER 11 AfTACKo PLMOED SIEATMIN F. BO1TC14 WIRD ALPI ETECPPOPJ1 ATTICIEO W1 CEILT110 — SEE AIPUE TEG►1TCIL 180ArE Ir/1/YLI F'OM PWPER PRINA1L AYA.rCAT10u. FUNIESM 4 COPi of DUS oisEC0 rD Tit 47aSS EMCTrR1 ctmunteren. DEiSSf tr,0 F.y = • 1 r 10� v No C4 SAS r E 6]047 1ji1 tt V V\ TC LL C OL DL LL (U) T . LO . UR .FAC . SPACING 16.0 15.0 5.0 0.0 36. 0 4 1 •25 24.0" PSF PSF PSF PSF PSF REF 8427--58731 DATE 07/ID/96 DRW CAUSR42%6192542 CA -ENG M ILII � R Il 111 __— liilll •--IPI + I1LSS PLATE IfKIEfU1F_ IC16 • LS91 II.1101ft GESICII vEC]FgrA11ClJ fM NOW f.RG100011011 IN RDBERT STORNETTA) / 70 24' CARR TOP CHORD 2x6 FL 02 BOT CHORD 2x4 FL 11 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3,3. (U) tO PSF BC LL CHECKED PER UBC CRITERIA. THIS TRUSS IS DESIGNED TO SUPPORT (FROM LEFT TO RIGHT) 0-0-0 TO 12-0-0 OF LADDER FRAMING TO TC/BC SPLIT TO ONE FACE. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO TC/BC SPLIT. `1 Co ff a II: i 6X4 T 7-0-0 5-0-0 1.5X4 2.5X4 1 r OVER 2 SUPPORTS A=792# N=3"8 R-1252# W-3"8 THIS ONG. PREPARED FROM COMPUTER INPUT [LOADS 6 NSIONS) SUBMITTED BY TRUSS NFA. *NMLOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**m {A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I,C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP.CHORD.Jj IF -0 fir -O BY PROPERLY ATTACHED PURLINS SPACED @ 24:00' w.c. IN• ITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7-/ 15 c'3 n C: a „ ru to t» to N Ln to N 1D Se 85893 PLT. TYP - A G UBCCA/0/1/0/-/-/F Rev 17.3u6 SCA E L 0.2500 NIa4PORTANT9fi(�`DL'F ea°'[Ea[Q cxr aDDs. Tri. WARf�FING`mssOU[U E9E SfSS1 TC LL 160 PSF AEF 8427--56732 rr I= O G. a U1lil IMF BE PIS ED F07 f c o 0 0 o IM 1 gErS tlhtCl7tl0; ,"AlAECTfQN �1V0 Q�0 cer7fa)a rum tats Qtstf+f as t+fsE sDEc7rafitms. oa fur tlVA[itlG. SEE NIBaf BY +at. SEE rrns QEsxu IVO fry iT. DL1�J.OPSFDATE0710/96 OCaf�4HOUE i9 Bu[CO f►E iDUSi W COI.FpNWfL tl]iH pSi00 6/ fPl. 101+ A00[1I01+4 St:EC]fL DEAIWJEVI eaACllfl P[[=O O llD7:[ COvtllCIC115 fffi VAD! OP YOGA GAIY. Sif[L +EEI IIC [STN tlO[iiJrfNiS. IfAOiNF+tNISE iHi[C!<1[qiODD�,5,OPSF ORWCAUSR427961925G2 0 C=1 [� G AYOS 6R S FCCEQT 15 i1DTED. ADO[♦ CO'D[CrpiS TO FJti fJCE 0► CNO+D SMJLL aE U]EAAIIY BDACEO a11M D:lffOoLPIN O ++uS4fwOtllF35 Or+Elu]sE IDCAtED Vl iNls 0[alGll Dtic)lra/t.rulul+[oxtauwsxFfiNtus,sof]mtaf:lo�Cgjg5LL(Ul 0.OPSF CA -ENG MDtCOH�F_CtOrlsaEp O�+AVPA:S 734 ISO ! /�4-D. O[S[Wl Sift�Afg4 +1rTN DAODEOLf ATr+DEO PIGID CEILtrA; — SEfLY+WD1iWADPLlC%61PROVIS7016 Or 145E [O],fN EN3TIEEq'SAIiGF TEW+ICAL 180Ri[ (►/t/91) fCA PP.LiFaiErp63047 LO , �6.O PSF I ��II I���F{j IIIII C= TRUSS O Lj SEAL ON THIS LYdX fI[: Jlt+a IES to n¢ COVPOErII OEP]CT[Q rEfl► I14Yxnil fRti.fClli7i11r faPUisn A. Wr/ or fN[S * Q, UR. FAC , 1.25 �I���il11I����I ILLI I �II�I [� r� 1� L) IN da T. A•O 61Y11 IOt 8[ TER, IED UDR[ 711 ANI OIIET, YAT. CLS ]611 iD UA TRUSS EJE Lif09 CCNIRAUlFl, f �[� \ 9999 L666666 777! 3 22 +••wr - 1tlltiS nfT[ unnturE, rug - toal ruuaw+ nctrrrl src[u)rnitOil son IrOna 90151ra7:Tra1 �' ivA1�0 SPeCTNr, 24.04 D_ kO m Job: {BANES--WALx IN ROBERT STORNETTA) / T16 24' COFFER NIP 6' SB TOP CHORD 2x6 FL 82 80T CHORD 2x4 FL d1 :83 2x6 FL SS: WEBS 2x4 FL Standard :W2 2x4 FL #1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.36 ° EXPECTED VERTICAL LIVE LOAD DEFLECTION a 0.23 ". USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"aC. ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. NOTE: REACTIONS: R & R3 ARE FOR 81 CALIFORNIA HIP AND 43 CALIFORNIA HIP RESPECTIVELY. AXE 610 THIS ONG. PREPARED FROM CDHPUTER INPUT (LOADS 6 UMNSIONSI 5UA5Ma11tO Oy IFiVOZ� FTrn. n (A) 1X4 83 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EOUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. m a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 14 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. CALCULATED HORIZONTAL MOVEMENT OF 0.14 " DUE TO LIVE LOAD rn AND 0.21 " DUE TO DEAD LOAD. ►• /1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. ro in CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS A DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CH050 TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00 D.c. IN ADDITION, A RIGID CEILING OR 2x4 83 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 6-0-0 ....1...-- ------ 12-0-0 6-0-0 1=6-'-d�2-3-�-0� *-"_- 15-5-0_!!_-_3�-8- -6� -- - 24' OVER 2 SUPPORTS R=1853# W=3"8 ? R3=1101#; -• o r� C= 0 0 0 o C� o ca G7 [� C: C] 0 0 o a �ALPIN r, o C= TRUSS o v n all L=1 r-•1 1-:j *KIMPORTANT*W`lJE: Ew1NF`0 mmucls, tae SHALL ROT EE PESPUSCfiE FOA AST SF. IM01 fRSU TPTt OES1611 0I THESE SPEC ff 1CATICHS. LW AOT FAMIC 10 aUltO INE fRJSS 111 E01f9PHU= try TH OSTOa Off Tr1. UJ`TIZ OOIa4cf00.5 ANS 140E 0► Zoo& ILLY. SIELL PELT HO ISIS 0,246 W 0 EICIAT AS WED. AMY cOUECTORS to EACO fue at ITIM AFRI ULM OtHE11433i LOCAIW 011 1415 0EMl0L ISS11111F owmiEctoa6 via OPAItIttSA jA 150 C IEOAi. OCatUI OT,%=AoS Conrap/ N/APPLICAKE MY15105 Of Lan C F►1. All EMFIXIA'S SEAL at INIO OaAalw 011. IES FO for CON1101.TN1 DEPtCFFD FENT tN OL/ ALO SHALL Wl W lf:I.I1D OP01 10 ANf 0111tN KAT. WARNi NG,""`9 aEPJ10E ECtIEm cw [U VMQLIIAL EFECTICtI AID 8PACI16. SEE HID -91 d TPI. 391 :DIS CES10 "a AODITIGUIL APECTAL 01F)MOCNl 9aACIM PE OUMEMITI. t"931 0114E)M[x TWIC41E0. TOP 004 SHALL SE LAIEWLf SAACE9 RUN PAWEN LT ATTACHED Rfa000 S/EATHRIS. 6011011 C"DFO SIM DWIPLY ATIAC1E0 x1010 Ca Rl11C -- SEE MPLa! IECNIICAL UPDATE 17/1/911 FOR FRPER MIM(. AM ZC&TlOI. MA"1511 A CCPf Of 11ILS usm to TIE Ut1163 EIECTFUI CDu1atcIU1. R=1853# W=3"8 � R3�11018 - F �fl4f55 TC LL 7,o�yc� TC DL 8C OL No.C43845 " C LL A TOT.LD. OUR. FAC. /. lUb ZA;A o U 3' 16.0 PSF REF 8427--56734 15.0 PSF DATE 0711019 5.0 PSF ORW CAUSR427 6192: 0.0 PSF CA -ENG MDIA CM, 36.0 PSFJ IInIII JR] 111111fill Jill 41144414 1.25 JDO: (BANES --WALK IN 1108£RT STORNETTA) / 7`17 24' COFFER TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard ,CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. —.3x� 10 THIS OWG. PREPARED FROM CONPUTEA INPUT (LOADS S 8Y TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.D. RESEARCH REPORT #2949. (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12-0-0 12-0-0 -6- -3-B -0- 15-5-0 ',2-0-(y-3-8 -6- —24' - OVER 2 SUPPORTS R-9570 W=3'B R=9576 W=3'8 / /7 E) n c En IU V to rn in IU 1n A UI - 1-L.r I Ir, - I M; CA/0/1/0/-/-/F ReV iijub SCALE - 0.2500 74 c a o 0 0 *IMPORTANT*W`jm Ew-w EIs]D FAODtIGTS T11C 9u—L 1+01 N aESPOwtal.[ FCA Aa/ WARNINGnv$s6s aEGuiq E:mEFE ttiae 111 W03.3ac. EPFCITDR ADD 1ESSI TC LL 16.0 PSF REF R427--55735 DATE 07/10/96 J O O G p OEi EAITW FPN THIS sum EP TKSE SPECEFICAUCFb. OR ADY 6FL10]IL. SEE HEBr9l 6Y T -I. SEE THIS C£Slati �Q�Q ��. C OL 15.0 PSF p [= O C= t� O CM O FA]LIAE IO ElNto DS IRIS$ IR Cwvawltaca Y1ui ps]80 B/ Tot. FOP ADDIT30ULL SPECIAL DERMIE111 aR4CIA10 RE �0�� ,`VT 5.0 ALPII! COa1E0FM5 Aa[ IADC 0P aosa DORY. SIEEL Mett1D MTN aurm-IM9. DILESS BnowlSt iIAICAT!% tap h OL PSF ORW CAIJSR427 6192545 G [_ [� Cm AAAA IFI a [FCfiT As ruirED. APPLi comm0e4 to EACH sACE OF UNSS APD nils POS1119a CHm pull EE L4TEMLLi Small MITA P0OoER r I `- � LL fU) 0.0 PSF CA -ENG MD ALPIN O (MEW QlMWuE LCCATFI aN DMIM LY A1TAC1E6 KnW0 61E41111M 601100 CHMD tJ No.C43B45 ,I✓fL� p C= C0a1{.C11)" AEA DR RIGS 130. 130 C IUA-F. OESIMI SIAIDA]1DS CAaFOM Y/APK IIITN PPMOLT AIIACKI) RIGID CEILRD -- SEE 63D91 �',1 T . LD 36.0 PSF O �ry TRUSS O ICA6LE FFMIO1O1•S of IDS C TPI. All HCi11EER'S ALPDIE FECWIICAL HPOAIE IT/]/SII FOR FF40MR * . 1mj1[--11p1p G [� C� C7 1� CI SEAL Cil III it DIANItD APPLIES 10 DE OONIWAERI DEPICIFO ICAF Al Mt. A14 911L1 Itli !F M.I I[D tvgll 111 A1U OTIER MAY. DMW.tt AM IC4110'1 F1R116R A top, OF 11115 IIESIG'1 t0 110' IPVSS EPFCTIDII IXFIIILCIfAI. �� ,1' �\N I 0 UR ,FAC . SPACING 1 • 25 r� ^ 24.0' [111111 I --1P] - From PLAN RI511 R1/E. IF13 - 1291 IA11pDAL oC0IGt1 51YCIFILA11011 Fro airmil ini ihJ rm Job: (BANES --WALK IN T19 10- HIP 4- SB TDP CHORD 2x6 FL #2 :T2 2x4 FL #1: kD BOT CHORD 2x4 FL #f WEBS 2x4 FL Standard v °I CONNECTOR PLATES DESIGNED FOA GREEN LUMBER PER NDS -91 TABLE II 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. WA THIS DNS. PREPAREO FWH COMPUTER INPUT & 01MEMIDNS1 SUBMITTED F CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' a.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7X6 4 7 p .5X4 (A 1) BI .5X4 (A 1) 8' 1.5X4 3X4 1 OVER 2SUPPORTS R-4530 W-3'8 R=453# W-3"8 1 T/R TRUSS MFR. n a c En m a N v cnP TYP - ALPINE DESIGN CA/0/1/0/-/-/F Rev 17 3u6 SCALE 859 15000 —4 o p O o p L3O o A:'7 o r= o G L= O O C O a o ALPINE TRUSS o 0 0 0 _ cA o 0 O O o 1� A o c>t_ **IMPORTANT**ALPI1F EI:LIMEERED PFODA)CTq DO. -WALL MDT BE IIESFOASTBLE FOW Ulf ma, toll FiADM ANIS DESIGU OR THESE SGEi:Tr[CAr10CS, Oo AIN FAIUPIE TO WILD 1d9 TRAS EH WFOPVAIVE WITH 05tW Nr FPI. ALPbC mJiECTSIRS LOF MADE GF 2004 GALV, STEEL PEEFDPA ASTV "0 CA D EACEPT As wren. APVLI COU:ZCIORS 10 EACH Ft_E I- VALASS MID URESD OTIMMISE LOCATED On IH7S [[916D, POSTr ICH COA'E.LIOPS FEA riLLY11LS 130. ASS C 160A•F, [ESIt01 S•1VOLPDS W/APPUuBLt Fm+ts[als OP nus a TPE NI E1 DI11?En s SEAL Of THIS UPAAUG APPLIES 60 SHE CCHPOOEI:I UEP[CFEO PER 111 DLI, .40 1. UOi U[ P£LitU IAOII D1 WI DlHln MAY. WARHINGIP�ES PEOOIRE Ex""" CARE 1U NAMUR. En_CIEW AND erUCtim. SIE H78-91 9T rpt, SEE TUTS OESI0+1 FOA AODAIIOIAIL SPECIAL PEAR"ENT OnACAHO PE OUIRE11EN19. MESS, OTBEPMISE DOICATE1. TOP CHORD SHALL BE LATEPALLI DRACEO MTTH GROPED LE ArrACIiD PLTdUW SPEAINIIO. ®DITCH COC WIFH PROP'SPLY AiTACI+IO PIGIO CE ltD6. -- SEE ALV1H E TE>YAITCAt IFOAri [7/1 /Pl1 FER RIDPER GPIIIAAA APILICAT791 !6X41191 A COPY OF THIS OESIGH f0 HE MISS tUrCYIw CO 111=Cn, QgOf Es I �QQI� �y y A v Tr W IzD. ca�aas pC V 6691 * �,r,1`� `\�� 1 T l% A ...A�IQ� TC LL C OL DL LL T. LD. UR. FAC. sanclur_ 16.0 15.0 5.0 0.0 �` 3V .0 A V 1 . 2�J 24.0' PSF PSF PSF PSF PSF REF R427--56737 DATE 07/10/95 ORW CAUSR427 6192847 — CA -ENG MD / 1 II�II�{IU � DDS[I[ i ItllUfk II�I��I 6 III ,•_IPI - MUSS t6ATT mir1[UIE. Ins - Ran DArium 1rcs1Gn SPECIFICAI[CM TIPT Aram r ll-IMUNImr Job: TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 NESS 2x4 FL Standard T21 10' COW CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. ONG. PREPARED FROU COMPUTER INPUT (LOADS C IMEO BY TRUSS NFA. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. (U) iD PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" a.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL SPACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. OVER 2 SUPPORTS R-330# W-3'8 R-3300 W=3"8 Y�r n s c (A a A N v to a1 to ru Lu A co ��LT. TYP.- ALPINE A 0 - F Rev 17.3u6 SCALE 85 2000 14 r1 Q O G O o O p C:, A�s [= p CM 7 C� x*IMPORTANT*Nn"ltlt ECGIIJEE4E0 t >s. '"= SMALL 1nT RE pESPOMELE FCR Alrr t1EVIATICH 1`11141 T14M DESTLW 04 r11ESE sPET.IrICAr101$ uR Atlr rACLu4E 10 /4R0 TN ulaw YI CCITc�OPA1CQ ■ITN Osma BT tP1, ALPlik CCIMCICAS A1! HAM W 2O0A 6ALY. STEEL NLerlrla ASIA A.4 6; 91 E 19"PT AS TOTED. AwXy COMIC90aS TO EACH FACE Cr TRIM AM W LESS OINMISE LOCATED ON 1`1419 DENGA PO32I1C4 cpP`0`W WR "EP COLE1I' tag, 190 C IDSA -F. E. Oil SW11AMS COIi0%il I//PPLICAaLE R><1VfS[(Yq Cf 1q7 A iPl. !11 E1411tfER'S SERI W THIS CRA11111a APPLIES To TIE COWd11111 CULCIEA MEN TU 0LT. AM SMALL Io1 OC PELUD LOW) 10 AQr 011Wt 11;1. WARNINC7'4assE0'"' nE E4T9Ew CAw/ 114 eAWLtL% ETI5CTIC" AM 00=113. S'£ 1410-91 BY Taj• SEE THIS DESIGtI rca ADOTTI0'JL SPECIAL PERIAMEr1T S4AC1119 Df O1APlew". WEESS OTHEAMCSE XMICAIE4 TCP CHM SMALL BE LATIOALLI ft"M 111TN Mmp LY AfTA12ED PLTt170O SNE41H114T. ODITCM CHSa0 "4aoE0.T ATIACSED 01510 CrIL3UGtft -- SEE ALPINE ALPIK T[WIICAL 1i9A1E V/1lBD TCR RiDeER OPIVALL APPL ICA11aa. FtMIS11 A COP( Cr THIS oESIGII 10 p¢ IWAS EAecrTON CGUINCrw. FES Q�Q Fy �TyQ '�.O G' y • �" r a V Ho C43845 * iv �P Pali TC LL COL OL LL (U) T.LO. UR. FAC . SPACING 16.0 15.0 C FJ . 0 0.0 36.0 1.25 24.0* PSF PSF PSF PSF PSF REF 8427--55738 GATE 07/10/96 ORW CAUSA427 192948 CA -ENG MD p Li III��jrlll) II IVIIIII II�II�I A, -ml - mn PLAre L1STnutE___ acs -.17.11 'pT cwt Mls1cO srEC1rICA1100 ►w MLCO_COIKIPOC1101r Jab: MANES - - T22 /1 STEP HIP 30' C3 TOP CHORD 2x6 FL #2 knBOT CHORD 2x4 FL #1 :82 2x4 FL $198et.: m WEBS 2x4 FL Standard : W4. W5. W6, W10. W11 2x4 FL fit: i (D z o: H (D WW Z (L m CONNECTDR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.27 EXPECTED VERTICAL LIVE LOAD DEFLECTION a 0.29 ". CONVENTIONAL"FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAs. PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. THIS 11 HIP IS DESIGNED TO SUPPORT 6-0-0 JACKS WITH NO WEBS FOR 10-0-0 FROM BOTH ENDS OF TRUSS. REMAINDER OF TRUSS TO SUPPORT 2-0-0 TC/®C SPLIT. 5XB 6'10 THIS M. PREPARED FIRM CONFUTER INPUT ROADS C SUBMITTED BY TRUSS NFA. ci X**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR)1I<B s RECOMMENDED CAMBER 3/8" AT MIOSPAN BETWEEN BEARINGS. L9 III CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Al. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. v (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. U3 m i 6-0-0 18-0-0 6-0-0 _1 1�6 30-0-0 1-6 OVER 23SUPPORTS R=1855# W=3"8 R=1857# W=3A8 31) -o. r . 171-.- I•INC Ut;WJ13 LHIJ U L' U U- Rev 1 /.3Ub bt;ALt a U. 15/5 ,4 O e� o --1 O ti O O oALPINE � o C=31 O O O O e 0 O O O Ca C� O 1'7 TRUSS i_� [� C3 r �A o o O O O O QCO6OR1 � C� itRIMPORTANT* W"L iOQINEEAED I% ]w- ]8C. SHALL IGT BE NESACOWELE FDA A47 CL1l1ATEOH ►ROV. THIS DESIGN OR 114SE SPELIFICAf IW.M 0R A.9T FAILYP6 TO BUILD THE TAM IN COWOCUUCE AIFH 9SE6D DY TPf. ALPI1Z CONNECTORS Ant 11111E OF 20GA GALY. STEEL NEEIHIG AS19 A446 GA 8 EtC{P► AS NOTED. AWLT 1095ECEORS f0 EWH FACE OE BUSS JUD IJAlESi DOMINUS* LWATED 011 THIS OESIGII. POSITION COrS=7OiS PO CPAVJVG9 130. 150 C 1GOL-F. OF.SIc1 SUIVAIDS WAPA(CAOLE PRO00SE015 OF AOS L IPI- All EICIVEEWS SEAL 171 NNIS DOAEIu7 APPLIES TO fit CO"If/lf DEPICTED IEAE H1 ONLY. AID SHALL 110f BE PELIED Itd1 CH Alff OWER HAT. AiNTAE! 1`ROsSES�QIIRE ECTpEIE GRE IN PAWLAA ENE IMI AND 6414116. SEE 11161.91 BY W[. SEE THIS OESICN FOA ATDI7[Orl4t WQAL PEPHA11EI1T IRACINS las COMMENTS. DRESS OTNERAESE IIDICATEO. TGP OiM SMALL OE ►A1E0ALLI BRACED METH PROPERLu L1 ATTACHED oLfr00D 9WATPDC. BOTTCH CR" WITH PROPEfLf ATTA_HED RIGID CEIl7OG -- SEC ALP11E FECHIICIL IPUA[E 1711191) EOR PROPER CR NKI. APDL ICAT[aN. /HjE1f91 A COPE Or Tiffs OE91g1 /0 tIQ 1WS9 EPECT[OI CM111UCfM. Q[G.1JI TC LL �y TC OL ��Q �I,O DL me HLa yo.Cf3OAS f- LL (U) 6 9T T . LD. C IL UR. FACT. % 1�� SPACING 16.0 15.0 5.0 0.0 36.0 f 1 . 25 24.0" PSF PSF PSF PSF PSF AEF R427--56740 DATE 07/10/96 DRW CAUSF1427 96192549 CA -ENG MO 111111111111millill •--ml - UCJ55 flus 116flRnE. UM - lO9t IIAtlO116L O15feN Vr 1FIrAEI0O Pm ECCD GHYISII4)Int, Jab: (BANES --WALK IN ROBERT STORNETTA) / 723 30' STEP HIPS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIRENSIONS) SUBMITTED BY TRUSS MF1 TOP CHORD 2x6 FL /2 BOT CHORD 2x4 FL #I WEBS 2x4 FL Standard [CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949, c U) (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. a a N v rn IU In IN LIEU OF RIGID SHEATHING: 1_n TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o,c. IN ADDITION. A RIGID CEILING OR 2x4 A3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7'2 3 3X( s /AO 1.DA4 B 410, 8-0-0 14-0-0 B-0-0 1� i��.�... 30-0-0 i' 6-0 30' OVER 2 SUPPORTS R=1173# W=3'8 Ra11730 W=3"8 A r Tr.— AE.r1 c t bN UMAI U G CA/0/1/0/-/-/F Rev 17.3u6 SCAT 4 0 187 o a **IMPORTANT If WtPZht EwIAEEn[O 1wx9CTs. WC umuL wI BE REV01s1eLE rw A9F WARNING'' "EG°'RE ECTREPE CARE !H HAHOLIGO. EIECTIOH AHD TC LL 16.0 PSF REF 8427---55741 o J I o E� o C OCY(ATITM #;= &I]$ CES160 CA THESE SIRECIFICAIILYIS. OR AIIY BRACIFIS. SEE SIW9] BY TPI. SEE INTS DO]SH TT,OfEs iV0 Fy TC DL 15. 0 PSF DATE 07/10/96 = G C FAILDaT 10 GUILD VIE TRJSS IN co"I' MOZZ *1114 OSTBB BY TPI. FOR MOITMIAL SPECIAL PZRHARIM BRAC[Ib RE @ �. ti o o a o ALPIAR CM'WGTORS APE HIDE Er 2004 QALY. SIZEL 1EET1I4 ASTa OUIREIERTG. I/ILESS 0710WISE MIMED. TBP y OL 5.0 PSF DRW CAUSR427 srum90 O cm O C C7 A44 GA B EACEPT AS LOTEO. APPLY CGITECTORS T9 EAOQ TACE Or ImSS AW "acss LOCATED TMS C111010SOALL BE WERALLY BP.170 11111741PROPUk V l r '' (U) 0.0 PSF CA—ENG MD LPI o DTHEPJCISC 0H DESIGIL POSITIOU LT ATIApIED /LYADOD SWAwtlrX 801TON C"m ,' v , 013845 ti,I�III LL C� o a(��` a T• Da11iC4 N/ PIA CPA1f74PA 130, ISO F IAOAa. DESIGN STAUWWII OOHTOPN Y/1PAIGBLL PPDY1tI016 K IA13 i IDC. AH D131 WWII ALPI PRDPEPLV ATTIRED NIS [D 91i OR — PEE 11011E IECIl11C0. LpOATE 11/1,19" r01 ""PPR * _ (�. T • LD • �+�+ •)O PSF I I J� 111 C C= ,USS O = G C7 C Sut al 1µ1s D.wIDa APPL11s 10 IHE Cmpwwn DEPuuR HEAT III 011Y. AIO gYL6 Tlli BE PILI[D tIPpA [II Up OIIIIO MAI. CAIMALL APRIGTrp/. nalISH A CGP/ OF THIS OESIGII I0 fm (MISS mcIJOII WITPACT04. �. yl,• \\\ r S� UA. FAC• '� -'G5 ''�IIUju1( II1b11IIII lull'HII Ull N@��� II 6 1 SPACING 24 , Qu 1--FPMulls1 MullsWAIF DI9u1mE. HOS - 1991 111AIR IT DES]GII SPECIr1CAlICYI fort 14000 CDIISTTT$TIrII Job. (BANES --WALK IN ROBERT STORNETTA) / TOP CHORD 2x6 FL #2 BOT CHORD 2x8 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. BEARING BLOCKS: NAIL TYPE: 10d axsails BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK, 1 7.354' 1 12" 6 2 22.354' 1 12" 6 . NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 6139. BEARING BLOCK TO BE SAME SPECIES. SIZE G GRACE AS CHORO. RECOMMENDED CONNECTION FOR 17-3-8 TRUSSES 24" O.C. TO BOTTOM CHORD: SIMPSON LU28. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES. THE MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. THIS TRUSS IS DESIGNED TO SUPPORT (FROM LEFT TO RIGHT) 23-8-8 SPANS FRAMING TO THE BOTTOM CHORD FOR 12-6-0. AND ALSO FRO14 24-6-0 TO END 6X6 OF TRUSS. THIS TRUSS DESIGNED TO SUPPORT 17-3-8 SPANS TO THE BOTTOM CHORD 7 FROM 12-6-0 TO 24-6-0. CONCENTRATED LOADS CREATED BY 23-8-8 . , GIRDER. 3X8 4X6 (AI) 66 `l0 ( 3X10 �- 1.2-6-0 3X4 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS•& 01HENSIONS) SUBMITTED BY IMISS WR 2 Complete Trusses Required to WAILING SCHEDULE: (10dgboxsails) �D TOP CHORD: I ROW @ 16 o.c. BOT CHORD: I ROW @ 5" o.c, WEBS : 1 ROW 0 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS m IN EACH ROW TO AVOID SPLITTING. rn N**LOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORxx* Lo N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949, .- (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY 3X6 4X4P.ROPERLY ATTACHED PURLINS 0 24" D.C. RIGID CEILING OR 2X4 $3 H.F. OR BETTER OR CONTINUOUS ( LATERAL BRACING AT 720 O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. X6 (H)RECOMMENDED CONNECTION FOR 23-8-8 GIRDER SIMP&A HHUS28-2. ALSO. SIMPSON LU28 TO CONNECT COMMONS AT 24" O.C. X8 USE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIEE£D, SUPPORTED HAVE 7X8 •3X4 44(A11 IDENTICAL 8'LUM8ER / 6SC6 1 SPECIES. 15' i 7' 6 P HEEL THE MINIMUM -- I HEIGHT OF -0-0 _I_ 12-0-0 SUPPORTING arm - TRUSSES.) A 2-0-0 5-6-0 3 _ I OVER 4SUPPORTS R=1453# W-3'8 R=65630 K=3°8 R -6576#F K-3°8 R=1892# W=3"6 f(H) 1,1585t 414) t 1585# — e1PTNF OFSTGN rPIT IIRC I rA/A/1in1—/—/F• Qov 47 lisR o a o 0 0 0 !!IMPORTANT*)(ALPINE LISINERED PRWUCM 11;6. WARNING1A°5"Es ""FE""" c`"E TC LL 16.0 PSF AEF 8427--56743 0 0 0 0 wicytOI1 jwx THIS oesiaO Ea UES7TsnarEE iCA I( OU (CR AU( ZPuals. SEE HIU-oly It �n IPI.• SU THIS CE91G9 ��pQRfl(ESSIp � TC DL 15.0 PSF DATE 07/10/96 O C C=3 r FAILCAE 10 WILD INE FWAS IH CMPMI CE ■EUI OSTOO By TPI. FpA AWnI01:AL SPECIAL PERIWoff SPACIIIR RE � F� 5 0 5.0 O O C O D O L7 O ALjOUR CE419MTM LSE "101 EO 223A 6ALV. SfE(L WME G .SIM AAAI CR 9 ffCEP: AS FATLO. AP0.f U14ECTORS 10 EACH FACE At outar ',11/IS, UEGSS OTHE)TAISE ZIOICAM0. :OP CHORD W4 -t EE LATEPALLf SPACED SETH -0oPE4 V a A r ^ C OL C LL (U) . 0.0 PSF PSF ORW CAUSA427 209M51 CA -ENG MD ALPI 1= !SUSS AW V1LE3i 0IMMISE L00010 CII 9"79 CSSIQL POSITION LV ATTACH60 P WWD 6HEATintm earye1 Celw9 Na.C43845 SIO• E -E4 CAMIC comCCINTI PPOICMt Atuel&T 47s1D tl;oFCR P- sec lip. 6304T OT. L0. 36.0 PSF Q TRUSS cI 111 S 4 T 9 1:1 MIWAASTAmA°S OCIueFH r/l-fL[CABLE PFCfIi[RR las L TPI 1:1 Gc[IFiA•S PF n ALPUIE rEcl■I[Cu. AWOATE 17/1/411 FCR.POGPEO ALPINE 11 Ik IIIUII�� 'ul I IUI Ill SEAL C11 THIS VIIANINS APPLIES IO b[ CO MIC#( OEPICfEO.IEFE RI slit A:D s0 091 DE PELTED UI it" OUIE lur. OFI/I1 u MAICA170R. 71.aimi A COPi N mis oEwC1I e1feTTa1 cwnnAc:oR. UR.FAC. 1.25 Il�t���l�l: 1�1; O 1,] _L SPCI1 ...IPI 10055 F<A1E LISf[tUlf, 105 1991 lUf[UOIL OES10a ro ua ...Ass SPELT F[CA11RT1 FOP A[OO COCSIaUCIIUI n. RaQ`` SPACING 24.0 12 7 4 or greater 'PO DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -R - 's pruce -Pine -R - !0 All lateral brEces lapped at least 2 trusses. Bottom chord diagonal bracing repiated at each end of the building and at same spacing as top chord diagonal bracing. B4OTTOiMI Ch AWARNING: Failure to follow these recommendations could result in severe Dersonal iniury or damaaa to trijrrps or huilclinns- A Cross bracing repeated at each end of the building and at 20* intervals. BOTTOM CHORD B0T-4M CHORD L BRA ...1. . .............. ... M ... . ..... .. ....... . ...M...... ........ NG(BDW "ies SPAN. ...... I . .. ..... ...... . G f0 i .... .. . P/M** SPII=/HF Up to 32' 4/12 15' 20 is Over 32'- 48' 4/12 15, 10 7 Over 48'- 60'1 4/12 1 15' 6 4 Over 60' 1 See a registered profes3lonal engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -R - 's pruce -Pine -R - !0 All lateral brEces lapped at least 2 trusses. Bottom chord diagonal bracing repiated at each end of the building and at same spacing as top chord diagonal bracing. B4OTTOiMI Ch AWARNING: Failure to follow these recommendations could result in severe Dersonal iniury or damaaa to trijrrps or huilclinns- A Cross bracing repeated at each end of the building and at 20* intervals. Top chorda that are lateral ty braced can buckle togetherand cause collapse ithere Is no diago- nalbracing. Diagonal bracing should be nailed H to the underside of the top ebwd when purlins are attached to the topsbde of the top chord. z4e DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir TOP CHORD Continuous Top Chord All lateral braces Q.. ....: DIACONAL BRAC E . Required MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB #trusses B. Attachment ......... U90 U to 32' 4/12 8' 20 15 Over 32'- 48 4/12 6' 10 7 Over 48' - 60' 4 12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. nal bracing. Diagonal bracing should be nailed �ry 10' or Greater are attached to the topside of the top chord. Attachment Required o<`�s 32 / AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. Over 28' - 42' 3.0 6' 1 9 1 6 Over 42' - 60' 3.0 5' 1 S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces I Required lapped at least 2 trusses. 10' or Greatelr f Attachmen Required Frame 3 v ey �� Top chorda that are laterally braced can buckle yy QFC togetherandcause collapse iflhereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 1AWARNING: Do nct attach cables, chains, or hooks 10 the web members. X60"-' orless\. Tag/ Approximately Approximately Line 1/: truss length 'h truss length —Fuss spans less than 30?. Spreader Bar Toe In Spreader Bar Toe In ApprDximataly if 1/2 to V2, truss length Less than cr equal to 60' Appr3ximataly '/. to Yj truss length Les: than o- equal to 60' To In 4\ Tag Line -Toe In Tag Line 1AWARNING: Do not fffi singielrusseswith spans greater than 30' by tie peak. the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar At or above mid -height Tag Line I. Appia>ima-ely i ✓i to 3/4 VUSS I Mgth Greater than -60' � StrongbacV r ` SpreaderBiar / 10' 10r 1-<N) \ I SIV V IVI L APpro4mate y _I to 3/, truss ength Greater than -0' CAU TIO N: 'Temporary bracing shown in this summary sheet is adequate for rtCe instaillation of A'trusses w�h similar configurations. Consult a registered professional eng�teer if a differ ent brec ng arrangement is desired. The engineer may design bracing in accordance w ti TPI's Recommended Design Specification for Temporary Bracing or Metal Plate Connected Wcod Tru3ses, DSB-89. and in some cases determine that a wider spacing is possible. Tlpiealhoikata tiememberwth m ottiple atA sea (F T. CAUTION: Ground bracing required for all installations. Frame 2 �'truaa of braces -oup d truaaes (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. .::........ TOP CHORD ;;. ": TOP CHORD DIAGONALBRACE MINIMUM LATERAL BRACE SPACING DB s , SPAN DEPTH SPACING(LBs) #trusses .. .. <:.; S,P/.D F. ;SPF/H.F:z,i Up to 32' 30" 8 16 1 10 Over 32'- 48' 42" 6 6 1 4 Over 48' - 60' 48" 5' 4 1 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. End diagonals are ssennttial for stability and must be duplicates both ends of the truss system. =45° 1OTru++ S: 19.-e,_pF�Ni 2' fess g2 o/ 30" or greater WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A& I 4x2 PALLEL CHORD TRUSS TOP CHORD Continuous RA Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherandcause collapse ifthereisnodiago- Required T nal bracing. Diagonal bracing should be nailed I to the underside of the top chord when purlins 10" or Greater are attached to the topside of the top chord Attachment Required MINOR End diagonals are essential for stability and must be duplicat on both ends of the truss system. Frame 5 2x1114 PARALLEL Continuous CHORD TRUSS ` Top Chord Lateral Braci Required Top chords that are laterally braced can buckle togetherand cause collapse inhere isno diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required All lateral braces lapped at least two trusses. End diagonals are ssennttial for stability and must be duplicates both ends of the truss system. =45° 1OTru++ S: 19.-e,_pF�Ni 2' fess g2 o/ 30" or greater WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A& I 4x2 PALLEL CHORD TRUSS TOP CHORD Continuous RA Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherandcause collapse ifthereisnodiago- Required T nal bracing. Diagonal bracing should be nailed I to the underside of the top chord when purlins 10" or Greater are attached to the topside of the top chord Attachment Required MINOR End diagonals are essential for stability and must be duplicat on both ends of the truss system. Frame 5 Diagonal brace also required on end verticals. O Top chords that are laterally braced can buckle Up to 24' 1 3i 12 8' 17 1 12 2, nal bracing. Diagonal bracing should be nailed Over 24' - 42' 1 3i12 7' 10 1 6 ?q• are attached to the topside of the top chord. Over 42' - 54' 1 3i12 1 6' 6 1 4 6' 84" Over 54' 1 See a registered professional engineer / DF - Dcuglas Fir -Larch 8, SP - Southern Pine 2" HF - Hem -Fir SPF - Spruce-Pine-Fir,y oy 0 �� ryap ey Diagonal brace also required on end verticals. O Top chords that are laterally braced can buckle 1/4" 1 1' together and cause collapse if there is no diago- 1 IT 2, nal bracing. Diagonal bracing should be nailed 3/4" 3' to the underside of the top chord when purlins 1" ?q• are attached to the topside of the top chord. 1-1/4" 5' PLUMB I I Truss Depth D(in) =45° 12 —j3or greater e' All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required T X 10' or Greatel r — Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 111 1Lesser of li D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1 IT 2, 36" 3/4" 3' 48" 1" 4• 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 1 2" 8, 108" 1 2" 9' 1 T ±y; ±'/4" L(in) L(tn) L/200 L(ft) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' BOW Length L(in) Lesser of U200 or 2' L(In) .::::::::::::::::::1:::::::::::::::::::........ Lesser of I L/200 or 2" L(in) U200 L(ft)' , 200" 1", 16.7' 250" 1-1/4" 20.8' 300" 1-1/2' 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses.. construction loads of any description be placed A on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI Wher you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operatinc practices or indicates unsafe conditions that coulc result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° it is the responsibilityof the iustaller(builder, building contractor, licensed contractor. erectoror erection contractor) to unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The install ar must exercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses far a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or carnage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrie Dr., Suite 200 Madison, Wisconsin 53719 (608)e33-5900 truss industry, but must, due to the nature of responsibilities involved; be presented as a guide for the use of qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibilityfarda-nages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright O by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. r ;TRUSSxSTORAGE CAUTION: All temporary bracing should betno less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed.2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless property braced. Do not break bands until b undies are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat 1Abands. Dc• not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 NOTOS RESIDENTIAL PERMIT NO. !022-190=064 -- BANES, GREG 2650 6TH ST., BIGGS Cont: PERFECTION POOLS POOL MASTER#01-500 03-2928—` 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I • E JOB FINALED (Date) c� D Signature .1 J CHECKED BY .w.,. k 1, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive Oroville, California 95965 •Tele hone 530 538-7541 P€RMI i• Y P � ) ��'"'G�IL/ (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 022-19x064 ZONING A-5 BUILDING PERMIT OWNER BARS, GREG TELEPHONE 868-1337 SQ. FT. OCC. BUILDING VALUATION cm 39.000.00 .OWNERS MAIUNG ADDRESS 6W.S 9591.7 CONTRACTOR'S NAME P1 WLS TELEPHONE 895-0437 CONTRACTORS MAILING ADDRESS RW E_ 2M -Will (NIM 95928 CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 39.000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 343.00 ' ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS F"F'T r^ ,S 2 6 SO 6TH$ Energy Plan Checking Fee $ PERMIT FEE $ 386.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15, Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PWL- MAM #'01-500 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A 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.PO _ License Class r-55 Lic. No. 4 '66,I4, � 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 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 ST'ry► F'fl-, KI -54%t^ih+,1 Policy Number '> Z._ OCA *>6 d"'Z* r--.Ze- 1 - 1 0*5 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) l4%1.00 1 ❑ 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 rf I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those' p Avisions. X �/ '-" Date Sign ature`'�of Applicant :'o Owner ❑ Contractor P -Agent o An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zooA To +000A 46.00 NEW CONST. DW OR ADDNS. .EtNG OCCUP. 3,5¢F°: NEW CONST. fNUL�TICO�iS. N°N.RESID. @7.50 WER APUS 8 SINGLE OUTLETPARATCIS. .00 EX. Occup. OUTLET OR FIXTURESBAL p + .50 Ex. Occup. our rs Ao . MED°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 pnnT. P7 BC In -Ar - PERMIT FEE S 50.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ ► occ CONST. TOTAL FEE $ HAZ. . D. FEES IMP • IMP ROOD CDF PARCEL PD HD 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 A404 M,44IIeDate / Cif/6# f/ PERMIT EXPIRES ON S Vii/ o ate' - Receipt No. b �ir� ._< V-4 J�iZ4 �'`, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ✓ = OK 0 = Not OK - = Not Applicable " = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 6. 1. ZoningRequire ments-Setbacks-Easements Electric 2. Soils; Special MH Support Sketch 9. 3. Sewer; Location -Test -Fall -C/O -Concrete Roof; Shthg-Roofing 4. Water; Location -Test -Easement Needed (Sketch) 12. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Date 7. Well Clearance & Discorinect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBIL NSTALLATION (Plans) OK except #'s ARequirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- 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. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_FINAL (Plans) OK except #'s Setbacks -Easements oil ompaction-Structure Stability ool Structure; Steel -Connections -Thickness Dead en -Lining 4 ec.-Receptacles and Lighting, Distance-GFI lec. Lighting; 15 Volts-GFI lec. nclosures; Conduit Entries -Terminals -Listed re.. ; Bonding; Metal w/5' -Circulating Equip. -Heater lec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. He Ith Department Approval Plumb.; Cir. Test -Water Supply Test 11. Light fiche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK - = Not Applicable • =Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rhr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Fig. -Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation I nfi Itration- Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 72. 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/Mach 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 At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q 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 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing MECHANICAL (Permit) OK except #'s 87. 35. A.C. Ducts Insulation & Support 88. 36. Vent Fan, Exhaust above insulation 89. 37. Condensate Drain & Overflow, Size & Grade 90. 38. Furnace -Vent Access -Comb. Air -Return -Air Vent 115 outlet 91. 39. Attic Access & Platform if Furnace in Attic 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 Date FRAMING (Permit) 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 Tingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rhr. Ties-Purlin-Roll 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-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I nfi Itration- 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 -Mach. 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 -Mach. 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 Q Yes 82. Following Insild./Drive Q Yes Q No/Walks Q Yes Q No/Planters Q 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: