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BLD2000-00340 Final SFR and Garage - BLD Permit / Conditions - 8/24/2001
Inspection Line (360)427-7262 MASON COUNTY PERMIT ASSISTANCE CENTER Phone: (360)427-9670, ext. 352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 �j,v/�!c_A;__*!:!9 Shelton, WA 98584 g-_ LIP10 RESIDENTIAL BUILDING PERMIT BLD200 - OWNER: RICHARD ANDERSEN 277-3327 RECEIVED: 03/29/2000 CONTRACTOR: ISSUED: 06/29/2000 SITE ADDRESS: 10 NE KRISTIANA WY BELFAIR EXPIRES: 12/29/2000 PARCEL NUMBER: 123201201030 LEGAL DESCRIPTION: TR 3 OF N1/2 NW NE PROJECT DESCRIPTION: DIRECTIONS TO SITE: RESIDENCE AND GARAGE AT FOUR WAY STOP IN BELFAIR, GO NORTH ON OLD BELFAIR HWY APPROX 1.4 MILE PROPERTY ON LEFT General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: 5N Type of Use: SF Insp. Area: No. of Bathrooms: 3 Occ. Group: R3U1 Lot Size: Deck: Type of Work: NEW Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building:2,168 Garage-Attached 490 Valuation: $123,990 Building Height: 26 Occ. Status: Unknown Basement: Cvr Porch 124 Manufactured Home Information Setback Information Shoreline & Planning Information Make Length: Ft. Front: E 70.0 Ft. Shoreline: Ft. Water Body: Rear: W 153.0 Ft. Slope: Ft. SEPA?: Model: Width: Ft. Shoreline Desig.: Side 1: S 75.0 Ft. Year: Serial No.: Side 2: N 73.0 Ft. I Comp. Plan Desi .: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KLW 03/29/200 $648.21 1839 Hosebibs 4 Furnace<100K 1 RLC Fee AHB 04/12/200 $70.00 53862 Kitchen Sink 1 Gas Outlets 4 Environ.Health Plan CEW 04/21/200 $50.00 53862 Laundry Tray 1 Propane Tank 1 A8)d%lvPlan Check Fee MJB 06/23/200 $6.50 53862 Lavatories 4 Ventilation Fan 5 Building State Fee MJB 06/23/200 $4.50 53862 Showers 1 Propane Stove 1 Building Permit Fee MJB 06/23/200 $1,007.25 53862 Water Closets (Toilets) 3 Mechanical Fee MJB 06/23/200 $112.25 53862 Water Heaters 1 Mechanical Base Fee MJB 06/23/200 $22.00 53862 Bath Tubs 2 Plumbing Fee MJB 06/23/200 $110.00 53862 Clothes Washer 1 Plumbing Base Fee MJB 06/23/200 $20.00 53862 Total $2,060.71 BLD2000-00340 Please refer to the following pages for conditions of this permit. 1 of 3 I _ i CASE NOTES FOR BLD2000-00340 CONDITIONS FOR BLD2000-00340 1) Approved per Oimensions and setbacks on submitted site plan; home is proposed at 130 feet or more from bank of Courtney Creek. X eL- 11 2) The applicant is encouraged to minimize further clearing of property. All upland areas disturbed or newly created by onstruction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 3) Proposed structure or any portion thereof greater than 30" in height from grade line, must maintain a minimum of 5' setback from all property lines, easements and 10' from all County and State Road right of ways. X 4) The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X <� 5) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 6) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour(minimum 1 hour) will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X 4 7) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X 8) The approved plot plan is required to be on-site for inspection purposes. If inspection is called for and plot plan is not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour(minimum 1 hour) will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X�Ra� 9) UMC Chapter 7. In buildings of unusually tight construction, fuel burning appliances shall obtain combustion air from outside (excluding cooking appliances and clothes dryers). X BLD2000-00340 Please refer to the following pages for conditions of this permit. 2 of 3 10) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are removed, approval will not be granted. In addition, a re-inspection fee of$42.00 per hour(minimum 1 hour) will be charged and must be collected by this department prior to any further inspections being performed or approval granted.X /2±— 11) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x fv�� 12 Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilation and Indoor Air Quality Code, PP 9 P P 9 9Y the Uniform Building Code and/or Mason County Regulations must be approved by Mason County prior to constructionX 2-- 13) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE.x i 14) If the tank size is between 125 and 500 gallons you must follow these guidelines: 1. Tank is to be 10 feet from any buidling, public way or property line. 2. If the tank is exposed to probable vehicular damage, provide protective bollards. 3. All weeds, grass, brush, trash and other combustible material shall be kept a minimum of 10 feet away from LP containers. X &tf � 15) Fuel piping shall be inspected after the installation of gas piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances attached to the piping shall not be used until the final inspection has been approved by the building inspector. 16) All property lines shall be clearly identified at the time of foundation inspection. X This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. OWNER OR AGENT: DATE: BLD2000-00340 Please refer to the following pages for conditions of this permit. 3 of 3 CON•.^,BETE Ct>e MECHANICAL MOBILE HOME FpMir#s-r elback date o .c�by / . by Ribbons Gas Piping date b Foundation Walls date ' .� _C, /,✓j _ b j Set Up date l-�� by �` - � i BG/SLAB Insulation INSULATION date by Floors Final FRAdate by date - G J L>� by date by date _ by Walls FIRE DEPT. date � _`' J PLUMBING date 3 by T date by Groundwork Attic OTHER date b date by D.W.V. WALLBOARD N91LING date 7- by date C�--U/ by Water Line by FINA SPECTION �/ y �� date vz date 2-� b date by SAE i�/T�3CLiE0 i c 7�/rrLS D.e�z.Eo-�/ TiG� . _- u-l�D�i��-� �'oc�Ti�-� � `�° �',�o�=1' Si;�O�✓,�.,� /-•-- YFc c c�G1 T �-� /Q�1� o� �c�c�,.�-,o, Ti�� �l �4�l�c-.L /-�- fi�7G�o�.•�� c-Cy— Lt/f} c.c- c L / I �- /? 2VO J L —, A v A- /, c,/� L, eeo l ellow A-4.STie- 'Gr�.s L/tip r— Building Permit # MASON COUNTY qb BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location /D W This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance o/Z!,4'V < M/4 Tt'elAa LS C-?ASS, ScV %-TC -7 o T�.oh+ n� IZ'� l3�lG�a �C�GTiN�i. .W E na-F? c c,z S FvCtwa All 12C> J�i/L T (•v�f S , l c� �/ ' /�J SS L/1i� s¢ 7- A" /� F FCO 7S /yo> f1DX oeoLA D Fox- ZOA' You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection S,64�1c; --7 Department Date Inspector �ee S A �� 2 ,. w AnT MOAV THI T,■ loK � , Build ing„Permit # 2od2J -d o3 �O- MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been f u d: Items Listed below must be corrected to gain code compliance UG � v � s c cart i •✓ of7'� .�'�o p -7- - � - / �' o &,Coe G GG xx/y You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department 66? Date Z `11-o/ Inspector FA , moos NOOT Mk *V THI - T A ,� Building Permit # Lc�C� MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location `A11P/5�e-'-g 1 �� This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance )� cc F-(-61n1) I 'Yf6,16.9%/c'� ^� r ci lit y -Z f c.�C/�' S.�l -ice I / -- fi SU�.G %/arc i ✓ 7`-i5�r9T S'lT/c '�! You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection XOKto '� - ❑ This is not a complete inspection Department Date Z -O/ Inspector ■ A0 NO *T MOOV THI T A low Building Permit # CSC MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location � s� -�— ��� L�Li i� f This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance Jr *T�t <L'=ZLX�- 71 CV Lap I n�' You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection OKto �•CC� ❑ This is not a com lefe inspection Department - ' Date _ Z Z —c--- l Inspector T� . ■ *4 4 NOOT Mo *V THIV-- T A 6 to 3a . I v D PERMIT NO.: BLDaUCX.T"" '0 MASON COUNTY -3 BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner Kt; i� i ale✓sue Contractor Name Mailing Address •4•G-0ick u�lCu;r 1{wyA` Mailing Address City =., State Wog. Zip Code aQS�R City State Zip Code Phone(3(.o )-.-,n1 Other Ph. 3t,o air 1-D Ph.( Other Ph.( Lien/Title Holder ,(cLt�©ry,.,r,,�..;� i eot. Contractor Reg. # Address I f_; �L �* Expiration SEPTIC/wATER SYSTEM INFORMATION-Connect to New Septic_�<_Existing Septic Connect to Sewer System Name of Sewer System Well_X Water System Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. 1").`L;z,C) Fire District Legal Description 1-'o or, o�- 5 . -.).0 U. R t Site Address(Please include street name, street number and city) 10 N.E G . Kr +ta t,Jc. e(4 ",,- ,aFs: Directions to site „„� Wy g S�up to ��c(Ec,►r'_ cao n •o r 4.% crn O 1Qk w�i 1 . ill timber be cut and sold in parcel preparation? (Yes/No)��s rem -1 Is your property within 200' of the following: Body of Water (Name)Cf011('�net C�e..e Saltwater Lake River/Creeks Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Describe Work R,,u,tcl No. of Bedrooms—':!:, No. of Bathrooms I.S-SQUARE FOOTAGE-1st Floor 1405 2nd Floor S3 3rd Floor Loft Basement Deck Other`3anA% try. sq. ft. 1600 Garage,4 qQ Attached )( Detached Carport Attached Detached MOBILE HOME INFORMATION-Make Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining approval. X� , a cL(dA Ate. Date 3^13-0-0 X Date FOR OFFICIAL USE BEYOND THIS POINT C, Accepted b Date C Submittal Amount Due Receipt No. z DEPARTMENTAL REVIEW_ APPROVED DENIED CONDITION CODES Building Department N3 H61^5 coo na)o Aef �rc�/iptiw� U Occ Group 1d I Type Constr. SA.) 6 a3 eAe4A o51 µ me/6ma—/0e . f6l Cor: Planning Department tv52 G C Environmental Health Department Public Works Department I Fire Marshal Valuation $ a3 t10 y L, FEES Building Permit Fee i om`as Site Inspection _ Plan Review Fee + rv;o Jr +� I UFC Plan Review Fee Plumbing & Base Fee i- oo Public Works Review Fee Mechanical & Base Fee 13�{`as Other STATEU L{.S Wood/Gas/Pellet Stove Fee Other _r Violation Fee Pre-Paid at Submittal T OTAL FEES ON 0 PERMIT NO.: MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner ICI J1, s Contractor Name f PPL-%c-A,s r Mailing Address u 4 Mailing Address City tate kcti Zip Code =i a�7�— City State Zip Code Phone( Other Ph.( too '1 t-ai'i Ph.( Other Ph.C � Lien/Title Holder I Lt')A; r- e. LA Contractor Reg. # Address 10CA , Expiration SEPTIC INFORMATION-Connect to New Septic �(__Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 digit Tax Parcel No. Fire District Legal Description Site Address(Please include street name, street number and city) 10 N• . k.►s-1-to Na Way ,f3e_I47ct%'r,Wak.484 Directions to site e4+ wa sty tcN no t 1 a'r tkww 1 Is your property within 200' of the following: Body of Water(Name) C04A o,4�, Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Location of Fixtures/Units 1st Floor 1 ,S' 2nd Floor Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric Type of Fixture No. of Fixtures Fees LPG Natural Gas Heatpump Toilets tl( 3 Type of Unit No. of Units Fees Bath Basins idf Ll Furnace Bath Tubs It t a Heatpumps Showers I _ 1SGo'), l0 CEO Vent Fans (oil S 3�2,5 C, Water Heater I i. I _ Propane Tank �f,SCi Laundry Wsherl I Gas Outlets Sinks li Wood/Gas/Pellet Stove Dishwasher I I 1 Direct Vent?j e-s Other i3 oa;,� Other Wco(�C,,*�_ Other iio,00 Other Base Fee _10,t?O Base Fee TOTAL PLUMBING 3c ,oo TOTAL MECHANICAL 31 N .5 A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining approval- X Date X Date FOR OFFICIAL USE BEYOND THIS POINT .4 Accepted by CA n Date� Z V Submittal Amount Due Receipt No. 00PARTIItEEflfi`A> tiEViEY�f` APPROVED DENIEi} CONDITI=CCiDE5 Building Department Occ Group Type Constr. Planning Department Other Other PEES Permit Fee Site inspection Plan Review Fee UFC Plan Review Fee Plumbing&Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal Violation Fee TOTAL FEES FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION (� J Case No. NameR%kA—NCArA PARCEL NUMBER ©%U3a Date 3 —C-0 SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography Well Location (including adjacent) Drainage Plan Names of Streets Easements .Names of Fronting Streets Septic System OlrC.b SaLFAIR +IwY DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. a prop line 7..110 I F jacent property line ,�&ent r'_w" W 51 AWS —�EU. 100 I 1 Z s sbd 3 i 9 d A. Y 100' HousE / �3 I NO�tS6 13 I"o 3 81 I W W9LL tZ ON OF"rill ►kAsE I , I I vt N I i I I I I L I too WELL- adjacent pro ert ine I 7tCD I E-a jacent property line SAMPLE SITE PLAN adjacent property lined E-adjacent property line a3a' frR�SaRvE ,"F .J AL. 7I� �L —�tPT.7G_—_," 'J I c I Hone tr I Gaaewu I ) PaOPosGD 1 /� � VACANiT I o , 3I `\ T A&R11L&MT LAL So I I 80, 1 I � I I /DO I \ I I , I , I L,a_+GLL I I I I I adjacent property line-� E-adjacent ro ert line TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the degree of slopes. See sample topography profile.) SAMPLE TOPOGRAPHY PROFILE di5t�r,Gm to dis't'ar,L[. to S10pa tna dls+a.,ca to t TN -to Signature Date MASON COUNTY PERMIT ASSISTANCE CENTER Mason County Bldg.III 426 W.Cedar P.O.Box 186 Shelton,WA 98W (360) 427-9670 Betfair (360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968 May 25, 2000 Richard Anderson 3530 NE Old Belfair Highway # 58 Belfair, WA, 98528 Re:BLD2000-00340 Dear applicant, Your plans re-submitted for review for the building permit referenced above have been reviewed. This review letter contains only those comments related to the building department review and does not reflect additional needs of the other county departments . Please review the following project data, and plan review comments . It is important that you then follow the instructions for re- submittal located at the end of this letter. PROJECT DATA: Owner: Richard Anderson 3530 NE Belfair Hwy#58 Belfair, WA, 98528 (360) 277-3327 Designer: Design Basics Inc. 11112 John Galt Blvd Omaha, NE, 68137 (402) 331-9223 Engineer: Consolidated Engineering P.O. Box 2321 Rolla B. Boughan Bremerton, WA, 98310 (360) 479-5598 Code Editions : 1997 Uniform Building Code, WAC 51-40 1997 Uniform Plumbing Code, WAC 51-46, 51-47 1997 Uniform Mechanical Code, WAC 51-42 The following comments are numbered in the same order as the original plan review letter dated April 28 , 2000, and are in response to the correction list re-submitted on May 12 , 2000 . (enclosed for your convenience) PLAN REVIEW COMMENTS : 1, Satisfied. 2 , The required anchor bolts are not shown on the 8 1/2" x 11" foundation plan as stated. A copy of such is included with this letter for your convenience. 3 , Satisfied. However, the re-submitted page 4 does not contain the engineer's notes as did the original page 4 . 4, The roof diagram submitted indicated where point loads will be applied. Most of these loads occur over walls with adequate bearing directly below, however, several occur over beams that have not been calculated to show that they can support the additional loads applied. In particular, the beam over the garage has been calculated without any regard to the roof loads to be applied. (See also, note #8) Enclosed is a copy of the portion of the submitted plans showing where the bearing points are located, as well as a copy of the plan legend describing these "bearing points" . 5, The information regarding the joist type and grade provided in the correction list is satisfactory. However no plan revision was submitted indicating the change to the foundation plan. The foundation plan provided (copy enclosed) still indicates 112x10 manufactured joists" , and the note referenced in note #3 regarding page 4 also applies here. 6, The roof framing plan may have been checked and revised, however, this comment applied to the wall framing below, whereas it has been noted that a 2 ply 1 3/4" x 11 7/8" LVL header has been added to the revised plan page 4 . As with comments #3 & #5, the re-submitted page 4 does not reflect the original engineer's notes . 7, The original calculations and the re-submitted calculations do not address all of the instances of joist and beam loading situations. The foundation plan indicates that the floor beam below the master bathroom area is to be a 4x8 spanning 716" (no grade is shown on plan, however engineer's calculations reference a DF#2 4x8 for a different location, therefore I will assume a DF#2) . With 420 Pounds per lineal foot applied to the beam with a 716" span, in addition to the wall and roof loads applied from above, the beam is overspanned. Both the original and the re-submitted engineering documents also suggest that 2x10 joists are "good for" an 18 ' span, which with a 20 psf (pound per square foot) dead load and a 40 psf live load, would be grossly overspanned. However the submitted foundation plans indicates that the maximum span will be only 81 , therefore, the joists noted are sufficient . 8, Page IIa indicates a new load figure of 720 plf (pounds per lineal foot) for the GLB beam (though no calculations are given) , however, as previously stated, a 5 1/8" x 15" GLB is only rated at 519 plf . At 720 pounds applied, it is still grossly overspanned. Add to the beam the applied point loads as indicated on the roof framing diagram (copy enclosed) and failure, if not imminent, would at least be likely. This beam must be sized according to accurate calculations using all applied loads . 9, The re-submitted wall section detail A-A on the engineer's sheet 2 still does not accurately depict the section referenced by the A-A symbol . However, the applicant changed the reference to a wall section where it would accurately depict the section, and if the engineer were to approve this modification to the stamped plan sheet, it would be satisfactory. 10, If LPI joists are used upstairs (as the re-submittal indicates) then 2 layers of 5/8" type X GWB are required to satisfy the separation requirements for the "garage side" as required by UBC section 302 .4, exception #3 . See UBC Table 7-C, #21, as well as the Mason County Occupancy Separation Policy #P98-0004, a copy of which is enclosed for your convenience. 11, Plan sheet 2 does not indicate the required landing, nor do concrete steps constitute a landing. Section 1003 . 3 . 1 requires that all doors must have a landing at least 36" . The applicant has noted on the plans a landing at this location that will be satisfactory. Please make the required corrections and clarifications and submit two sets of the plans showing the revisions. If only affected pages are re-submitted, arrangements should be made to remove voided sheets and re-insert new sheets into both building department copies of the submitted plans . Please detail all corrections and revisions in a transmittal letter, numbered in the same order as in the plan review letter to aid in a timely re- submittal review. If submittal documents are incomplete or changed so as to require additional plan review, an additional plan review fee may be charged at the rate of $42 . 00 per hour. Prior to re-submittal, please call the Plans Examining Department to make arrangements for a re-submittal . If a meeting is needed, or if you have any questions regarding this review, please contact me at (360) 427-9670 extension 551 . Re-submittals are normally reviewed within five working days of the receipt of proper and complete revisions in our office. Sincerely, Michael J Barth C.B.O. Mason County Building Department Plans Examining wp\0-00340 cc:Consolidated Engineering i I L100a 39VbY� bod 1n0 �1J01$� I - 1 ' Q` o � 1 I I I �•j�d�� I I �1�, I I I ' 'b ' I 81 �1 I - - - - - - - -- 0 o-) 011 xg bD Lj I I I = I G � 1 I ; r tloll - - I I- - - - - - - - - - -- - - - - -- I I� 1 1 I 1 I I" i" I I I 1 I I I I I I I 1 � I I I I 1 I I I ISI�OId1.11-I�N�pI I 1 �- j Ida to >J a l x}q P I Tf i 1 a oL 'd o-I Q13IJ 1 rZ3 N W at xi t 71 Ijl II Ipi I II- i I I I I I I 1 I I I I •I i Yor— O L H A 0 11.1. H 1191K 1 06 9I 01 fA 11. �N CO m N N OCO �Wp I CUT ANGLES �0M Z UOFw- (Accuracy of angles are±1/2 degree) z N o m 0o wa i 12 FRONT/BACK SIDE Nr7t �-za A B Ever PITCH(1) PITCH(X) o 5/12 7/12 540 360 ® ■w >Zw 6/12 6/12 530 370 Rio N00 U T CC 6/12 10/12 590 31° �iiu -ofo 7/12 9/12 520 360 Z W TE Ix G 7/12 10/12 55° . 35° 1� uj =wo !ILU �-ww UJ 6/12 10/12 51° 39° � so om~ 6/12 12/12 56° 34° �t W 1 U_ # in =o '� d ira� f` 1 O W6' a it y w O O 0 ~~ *See detail above 'n LO ■■■ O) )* SYMBOLS '11 16 g O BearIn Wall Hips, Valleys. UO 6' 8 Ridges V _ O I Non Bearing Wall Rafter 99 8 ' Bearing Point (2) Rafters u 8' 9' __T Angle Bearing (3) Rafters Hip/Valley/Ridge li 7Y Connection ® Ch i rmey 91 Bearing Point 8/12 Roof Pitch Ratio Skylight a PU L I N /,oa%Gl/y4e'•.l V L. IF THIS IS NOT RED DO NOT COFY is /12 �6 1 2 II II 10/12 z::lzz:zz �a:: �2)I 'xll� L.V.L. 16 12 — — -- — — — — All- PUg LIN PU LIN �6 12 - I o PP�I j TO , �6 / 2 �3 Pq N,Nc W14X34 \ /— 10, 10/12 v A 6 /12 10/12 10/12 (2)I4'X169 10/12 10/12 (2)lX,x16' L.V.L. LL. (2)2X12 .V. MASON COUNTY PERMIT ASSISTANCE CENTER Mason county Bldg.III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 (360) 427-9670 Belfair(360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968 MASON COUNTY OCCUPANCY SEPARATION POLICY POLICY NO. P98-0004 Occupancy separations as defined in the 1994 and 1997 U.B.C. shall be no less than a tested one-hour fire rated assembly between a group R, Division 3 and Group U occupancy. The general requirement for a rated floor-ceiling assembly separating a Group R Division 3 occupancy from a Group U occupancy is as follows. 1. Solid horizontal framing members, 2"x10" or greater; spaced less than 24"o.c. require a minimum of one layer of 5/8" type X gypsum wall board. 2. Solid horizontal framing members, 2"x10"or greater, spaced 24" o.c. require a minimum of two layers of 5/8" type X gypsum wall board. 3. Engineered wood 1-joist require no less than two layers of 5/8" type X wall board. Rated assemblies vary depending on the specific 1-joist tested. Provide documentation at time of permit application submittal to support different assemblies. 4. One layer of 5/8" type X wall board is acceptable on wood I joist provided solid 2x strips are placed 15 inches on center or less along the bottom cords of the I joist, and the wallboard is directly attached to the 2x strips. vo_"' (,JD�, O/I 3 /98 Dana Herron C.B.O., Building Official Effective Date 101398 MASON COUNTY PERMIT ASSISTANCE CENTER Mason County Bldg.III 426 W.Cedar P.O.Box 186 Shelton,WA 985M (360) 427-9670 Belfair(360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968 April 28, 2000 Richard Anderson 3530 NE Old Belfair Highway # 58 Belfair, WA, 98528 Re:BLD2000-00340 Dear applicant, Your plan for the building permit referenced above has been reviewed. This review letter contains only those comments related to the building department review and does not reflect additional needs of the other county departments . Please review the following project data, and plan review comments . it is important that you then follow the instructions for re-submittal located at the end of this letter. PROJECT DATA: Owner: Richard Anderson 3530 NE Belfair Hwy#58 Belfair, WA, 98528 (360) 277-3327 Designer: Design Basics Inc. 11112 John Galt Blvd Omaha, NE, 68137 (402) 331-9223 - Engineer: Consolidated Engineering P.O. Box 2321 Rolla B. Boughan Bremerton, WA, 98310 (360) 479-5598 Code Editions : 1997 Uniform Building Code, WAC 51-40 1997 Uniform Plumbing Code, WAC 51-46, 51-47 1997 Uniform Mechanical Code, WAC 51-42 PLAN REVIEW COMMENTS: 1, The front walls of the master bedroom and garage are indicated to have a lateral pressure of 370 pounds per foot. 1997 UBC Table 23 -II-I-1, footnote three requires a 3 " sill plate, or anchor bolts designed for a load capacity of 500 or less . Please indicate how this will be achieved. 2, Anchor bolt requirements are not addressed in engineering, nor are they noted on the foundation plan. The only reference to anchor bolts is in the general notes on sheet 1 of the plans, which reference seismic zone 1, not seismic zone 3 as required. 3 , Engineer's sheet 1 indicates 2x10 front deck joists, a 4x10 deck beam and a wood post, however, the plans as well as the revised foundation plan do not indicate this to be a deck instead of a concrete porch. All engineer' s revisions and requirements must be properly and accurately transferred to plans. Please clarify and/or correct the information provided. 4 , The engineer addresses some of the point loads, but not all . All point loads must be clearly and accurately indicated on the plans and how the loads will be transferred to the foundation. 5, Notes made on the plans indicate "manufactured" floor joists, but does not indicate the type or size as required. The engineering mentions 9 1/2" LPI in calculations but does not reflect this on the plans . Also, the engineering states "1st flr - max span 8 "' , but does not reference anything for the second story floor joists . Please indicate the size, type and grade of all structural members on the plans . 6, A beam is required over the opening between the dining room and the entry to transfer the roof loads that are applied to the bearing wall above down to the foundation below. Nothing is indicated on the plans or in the engineering addressing this. Please show how the applied roof load will be transferred to the foundation. 7, The engineering detail indicates a radiant floor heat system utilizing a 1 1/2" thick lightweight concrete on both the upstairs and downstairs floor systems . The additional dead load is mentioned in the engineering, stating the need for a 20 pound dead load, however all of the calculations provided for floor supporting members use a 50 pound load figure instead of the required 60 . 8 , The 5 1/8" x 15 " GLB referenced for the beam spanning the garage is insufficient for -the applied loads. The engineering (using 50# psf floor load instead of 60#) indicates 600 pounds per lineal foot to be applied, and states that it is "close enough" . A 5 1/8 x 15 GLB is rated to carry only 519 pounds per lineal foot at a 21 foot span. If the additional floor dead load were to be added to the 600# figure, there would be 720 plf applied to the beam. Also, in addition to these loads, the roof framing diagram indicates that this same beam is to carry a portion of the roof live and dead loads, none of which are indicated in the calculations . Please indicate properly sized beams and provide all necessary calculations (with all applicable loads applied) to substantiate referenced beams. 9 , The wall section detail A-A on the engineer's sheet 2 does not accurately depict the section referenced by the A-A symbol . Please clarify and/or correct. 10, The R3U1 occupancy separation stated on the plans does not satisfy the requirements of UBC 302 . 4 . If the entire floor/ceiling assembly were constructed using solid sawn lumber 2x10 or larger, spaced no more than 16" o. c. , then 1 layer of 5/8 " type x GWB applied to all walls and ceiling of the garage would be sufficient . However, the use of manufactured joists, or framing spaced more than 16 " o. c. requires 2 layers of 5/8 " type x GWB to be applied to the ceiling and 1 layer on the walls . (Note: the weight of the additional layer of GWB may need to be added to any dead load beam calculations that would be affected. ) 11, An at grade patio is indicated at the rear door from the dinette area, however, no indication of the required landing and steps are noted on the plans . Please indicate the required landing and any necessary stairs, handrails, etc. Please make the required corrections and clarifications and submit two sets of the plans showing the revisions. If only affected pages are re-submitted, arrangements should be made to remove voided sheets and re-insert new sheets into both building department copies of the submitted plans . Please detail all corrections and revisions in a transmittal letter, numbered in the same order as in the plan review letter to aid in a timely re- submittal review. If submittal documents are incomplete or changed so as to require additional plan review, an additional plan review fee shall be charged at the rate of $42 . 00 per hour. Prior to re-submittal, please call the Plans Examining Department to make arrangements for a re-submittal . If a meeting is needed, or if you have any questions regarding this review, please contact me at (360) 427-9670 extension 551 . Re-submittals are normally reviewed within five working days of the receipt of proper and complete revisions in our office. Sincerely, Michael Barth C.B.O. Mason County Building Department Plans Examining wp\00-00340 cc:Consolidated Engineering CORRECTIONS TO PLANS DATED APRIL 28TH FOR THE RICHARD ANDERSON HOUSE 1- The shear panels have a force of 370 lbs. per ft. parallel to the wall and sill. The anchor bolt through the hold-down is 5/8 in. diameter. The force through the sill plate is parallel to the wall and parallel to the grain of the 2 X 6 sill plate. The shear capa- city of this bolt through the sill in this configuration is 1,980 lbs. (Per; Douglas-Fir Use Book Reference) . The force transmitted to the sill plate is 370#/ft. X 4 ft. divided by 2 anchor bolts = 740# each. The load is less than 50% of the capacity of 1,980# and. therefor is 0. K. 2- The 5/8 in. dia. anchor bolts come with the hold-down hardware and 1/2 in. dia. anchor bolts set at 4 ft. o/c are shown on the Founda- tion Plan (8 1/2 X 11). 3- Sheet 4 of the Architect's Plans has been marked for a concrete deck, now. 4- The Architect's Roof Plan has been reviewed, checked for point loads, revised as necessary and approved for construction by the structural engineer. 5- LPI joists 11 7/8 in. are noted on the 1st floor (for the 2nd floor) and 2 X 10 #2 DF @ 16 in. o/c are noted over the basement (for the 1st floor). 6- We have checked and revised the architect prepared Roof Framing Plan. 7- See Revised Calculations, p. II. 8- See Revised Calculations, p. IIa. 9- Our plans have been revised- REV #1,. 5/10/2000 10- Studs and joists have been revised to 16 in. o/c so one sheet of 5/8 in. U. L. Gypboard is adequate. 11- Concrete steps are noted on Plan Sht. 2. / �,/� CopyOF I hi ��i�\J�✓n �Rc.�f Or V �CCv`l�[rT 1 111= SJQi"l \T T'f/1 N 1 i4Y MASON COUNTY PERMIT ASSISTANCE CENTER Mason County Bldg.III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 (360) 427-9670 Belfair(360) 275-4467 Elma (360) 482-5269 Seattle (206)464-6968 April 28, 2000 Richard Anderson 3530 NE Old Belfair Highway # 58 Belfair, WA, 98528 Re:BLD2000-00340 Dear applicant, Your plan for the building permit referenced above has been reviewed. This review letter contains only those comments related to the building department review and does not reflect additional needs of the other county departments. Please review the following project data, and plan review comments . It is important that you then follow the instructions for re-submittal located at the end of this letter. PROJECT DATA: Owner: Richard Anderson 3530 NE Belfair Hwy#58 Belfair, WA, 98528 (360) 277-3327 Designer: Design Basics Inc. 11112 John Galt Blvd Omaha, NE, 68137 (402) 331-9223 Engineer: Consolidated Engineering P.O. Box 2321 Rolla B. Boughan Bremerton, WA, 98310 (360) 479-5598 Code Editions: 1997 Uniform Building Code, WAC 51-40 1997 Uniform Plumbing Code, WAC 51-46, 51-47 1997 Uniform Mechanical Code, WAC 51-42 PLAN REVIEW COMMENTS: 1, The front walls of the master bedroom and garage are indicated to have a lateral pressure of 370 pounds per foot. 1997 UBC Table 23-II-I-1, footnote three requires a 3 " sill plate, or anchor bolts designed for a load capacity of 501-, or less. Please indicate how this will be achieved. 2, Anchor bolt requirements are not addressed in engineering, nor are they noted on the foundation plan. The only reference to anchor bolts is in the general notes on sheet 1 of the plans, which reference seismic zone 1, not seismic zone 3 as required. 3 , Engineer's sheet 1 indicates 2x10 front deck joists, a 4x10 deck beam and a wood post, however, the plans as well as the revised foundation plan do not indicate this to be a deck instead of a concrete porch. All engineer' s revisions and requirements must be properly and accurately transferred to plans . Please clarify and/or correct the information provided. 4, The engineer addresses some of the point loads, but not all. All point loads must be clearly and accurately indicated on the plans and how the loads will be transferred to the foundation. 5, Notes made on the plans indicate "manufactured" floor joists, but does not indicate the type or size as required. The engineering mentions 9 1/2" LPI in calculations but does not reflect this on the plans. Also, the engineering states 111st flr - max span S "' , but does not reference anything for the second story floor joists. Please indicate the size, type and grade of all structural members on the plans. 6, A beam is required over the opening between the dining room and the entry to transfer the roof loads that are applied to the bearing wall above down to the foundation below. Nothing is indicated on the plans or in the engineering addressing this. Please show how the applied roof load will be transferred to the foundation. 7, The engineering detail indicates a radiant floor heat system utilizing a 1 1/2" thick lightweight concrete on both the upstairs and downstairs floor systems. The additional dead load is mentioned in the engineering, stating the need for a 20 pound dead load, however all of the calculations provided for floor supporting members use a 50 pound load figure instead of the required 60 . S , The 5 1/8" x 15" GLB referenced for the beam spanning the garage is insufficient for the applied loads. The engineering (using 50# psf floor load instead of 60#) indicates 600 pounds per lineal foot to be applied, and states that it is "close enough" . A 5 1/8 x 15 GLB is rated to carry only 519 pounds per lineal foot at a 21 foot span. If the additional floor dead load were to be added to the 600# figure, there would be 720 plf applied to the beam. Also, in addition to these loads, the roof framing diagram indicates that this same beam is to carry a portion of the roof live and dead loads, none of which are indicated in the calculations . Please indicate properly sized beams and provide all necessary calculations (with all applicable loads applied) to substantiate referenced beams. 9 , The wall section detail A-A on the engineer's sheet 2 does not accurately depict the section referenced by the A-A symbol . Please clarify and/or correct. 10, The R3U1 occupancy separation stated on the plans does not satisfy the requirements of UBC 302 . 4 . If the entire floor/ceiling assembly were constructed using solid sawn lumber 2x10 or larger, spaced no more than 16" o. c. , then 1 layer of 5/8" type x GWB applied to all walls and ceiling of the garage would be sufficient. However, the use of manufactured joists, or framing spaced more than 16" o. c. requires 2 layers of 5/8" type x GWB to be applied to the ceiling and 1 layer on the walls . (Note: the weight of the additional layer of GWB may need to be added to any dead load beam calculations that would be affected. ) 11, An at grade patio is indicated at the rear door from the dinette area, however, no indication of the required landing and steps are noted on the plans. Please indicate the required landing and any necessary stairs, handrails, etc. Please make the required corrections and clarifications and submit two sets of the plans showing the revisions. If only affected pages are re-submitted, arrangements should be made to remove voided sheets and re-insert new sheets into both building department copies of the submitted plans. Please detail all corrections and revisions in a transmittal letter, numbered in the same order as in the plan review letter to aid in a timely re- submittal review. If submittal documents are incomplete or changed so as to require additional plan review, an additional plan review fee shall be charged at the rate of $42 . 00 per hour. Prior to re-submittal, please call the Plans Examining Department to make arrangements for a re-submittal . If a meeting is needed, or if you have any questions regarding this review, please contact me at (360) 427-9670 extension 551 . Re-submittals are normally reviewed within five working days of the receipt of proper and complete revisions in our office. Sincerely, Michael Barth C.B.O. Mason County Building Department Plans Examining wp\00-00340 cc:Consolidated Engineering MASON COUNTY PERMIT ASSISTANCE CENTER Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 (360) 427-9670 Belfair (360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968 March 24,2000 Richard Anderson 3530 NE Old Belfair Highway#58 U 06 Belfair,WA 98528 RE: Building Permit Number:Not assigned Parcel number: 12320-12-01030 Dear Mr.Anderson: A building permit application for a single family residence located at 10 NE Kristiana Way has been received in our office.A preliminary structural review of the building plans has been completed. I have found that additional information will be needed before the building plans will be reviewed for structural compliance. A description of the information needed is listed below. �'► -~ It is unclear whether a deck will be constructed at the exit doors. If decks will be constructed at exit doors provide deck lay- out plans. ..._...__..: t- are no ansferred to the foundation. A quick review identified that the point loads identified on the floor plans were not transferred onto the revised foundation plan. ► A note on the plans indicates that floor joists will be manufactured. Please identify type and size of joists that are proposed. ' Identify proposed one-hour fire separation between the garage and single family residence. S—► The building plans do not meet the 1997 Uniform Building Code prescriptive lateral requirements. The attached checklist identifies the code segWris ch address the non-complying braced wall issues. To construct the building as proposed the plans must be altered,showing compliance to the current Uniform Building Code, or submit an engineered analysis,prepared by a Washington State licensed engineer or architect. Your engineer or architect will need the following design criteria to complete the required calculations. "now load: 25 psf Wind load: 80 mph,exposure C toSeismic zone: 3 When you have compiled the requested information return 2 sets of revised plans,with changes and hardii are requirements transferred onto the plans,and two sets of engineered calculations to the Mason County Permit Assistance Center in Belfair or Shelton office. If you have questions please call me at(360)427-9670 ext 284. Thank You, bera Coker Mason County Building Department encl: 2 sets of plans plan submittal checklist oqotV LOA Uniformly Loaded Floor Beam[97 UBC(91 NDS)]ShuCalc 4.06 By:Building Department,Mason County on:04-28-2000 Project: -Location: Summary: 5.125 IN x 15.00 IN x 21.0 FT /24F-V4-VISUALLY GRADED WESTERN SPS-Dry Use Section Inadequate By: 18.7% Controlling Factor: Moment of Inertia/Depth Required 15.88 In Deflections: Dead Load: DLD= 0.44 IN Live Load: LLD-- 0.81 IN=L/311 Total Load: TLD= 1.25 IN=L/202 Reactions(Each End): Live Load: RL= 5040 LB Dead Load: RD= 2716 LB Total Load: RT= 7756 LB Bearing Length Reqd.: BL= 2.33 IN Camber Reqd.: C= 0.65 IN Beam Data: Span: L= 21.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect.Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Dead Load: DL= 20 PSF Side One:Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 6.0 FT Side Two:Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 6.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 19 PLF Beam Total Dead Load: wD= 259 PLF Total Maximum Load: wT= 739 PLF Controlling Total Design Load: wTcont= 739 PLF Properties For:24F-V4-VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv— 190 PSI Modulus of Elasticity: Ex-- 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: FV(Tension): FV= 2347 PSI Adjustment Factors:Cd=1.00 C1=1.00 Cv=0.98 FV: FV= 190 PSI Adjustment Factors:Cd=1.00 Design Requirements: Maximum Moment: M= 40720 FT-LB Shear(@ d from beam end): V= 6833 LB Comparisons With Required Sections: Section Modulus: Sreq= 208.2 IN3 S= 192.1 IN3 Area: Areq= 54.0 IN2 A= 76.8 IN2 Moment of Inertia: Ireq= 1710.3 IN4 I= 1441.4 IN4 p (�04Jsi AG/:A---r 0--" OF iT o,r«+t 1-a�ad Flaunt ROOF 10t� .p (moo A-D Uniformly Loaded Floor Beam[97 UBC(91 NDS)]StruCalc 4.06 By:Building Department,Mason County on:04-28-2000 Project: -Location: Summary: 5.125 IN x 15.00 IN x 21.0 FT /24F-V4-VISUALLY GRADED WESTERN SPS-Dry Use Section Inadequate By: 15.6% Controlling Factor: Moment of Inertia/Depth Required 15.74 In Deflections: Dead Load: DLD= 0.23 IN Live Load: LLD-- 0.81 IN=L/311 Total Load: TLD= 1.04 IN=U242 Reactions(Each End): Live Load: RL= 5040 LB Dead Load: RD= 1456 LB Total Load: RT= 6496 LB Bearing Length Reqd.: BL= 1.95 IN Camber Reqd.: C= 0.35 IN Beam Data: Span: L= 21.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect.Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Dead Load: DL= 10 PSF Side One:Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW 1= 6.0 FT Side Two:Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 6.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 19 PLF Beam Total Dead Load: wD= 139 PLF Total Maximum Load: wT= 619 PLF Controlling Total Design Load: wTcont= 619 PLF Properties For:24F-V4-VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex-- 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb'(Tension): Fb'= 2347 PSI Adjustment Factors:Cd=1.00 C1=1.00 Cv=0.98 Fv': Fd= 190 PSI Adjustment Factors:Cd=1.00 Design Requirements: Maximum Moment: M= 34105 FT-LB Shear(0 d from beam end): V= 5723 LB Comparisons With Required Sections: Section Modulus: Sreq= 174.4 IN3 S= 192.1 IN3 Area: Areq= 45.2 IN2 A= 76.8 IN2 Moment of Inertia: Ireq= 1667.0 IN4 I= 1441.4 IN4 /mod �tiS� A�'�ON O� 14-P6iT10�-"�� Fri R,00P MASON COUNTY PERMIT ASSISTANCE CENTER Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 (360) 427-9670 Belfair (360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968 March 24,2000 Richard Anderson 3530 NE Old Belfair Highway#58 Belfair,WA 98528 RE: Building Permit Number:Not assigned Parcel number: 12320-12-01030 Dear Mr.Anderson: A building permit application for a single family residence located at 10 NE Kristiana Way has been received in our office.A preliminary structural review of the building plans has been completed. I have found that additional information will be needed before the building plans will be reviewed for structural compliance. A description of the information needed is listed below. ► It is unclear whether a deck will be constructed at the exit doors. If decks will be constructed at exit doors provide deck lay- out plans. ► Point loads are not transferred to the foundation. A quick review identified that the point loads identified on the floor plans were not transferred onto the revised foundation plan. ► A note on the plans indicates that floor joists will be manufactured. Please identify type and size of joists that are proposed. ► Identify proposed one-hour fire separation between the garage and single family residence. ► The building plans do not meet the 1997 Uniform Building Code prescriptive lateral requirements. The attached checklist identifies the code sections which address the non-complying braced wall issues. To construct the building as proposed the plans must be altered,showing compliance to the current Uniform Building Code, or submit an engineered analysis,prepared by a Washington State licensed engineer or architect. Your engineer or architect will need the following design criteria to complete the required calculations. Snow load: 25 psf Wind load: 80 mph,exposure C Seismic zone: 3 When you have compiled the requested information return 2 sets of revised plans,with changes and hardware requirements transferred onto the plans,and two sets of engineered calculations to the Mason County Permit Assistance Center in Belfair or Shelton office. If you have questions please call me at(360)427-9670 ext 284. Thank You, bera Coker Mason County Building Department encl: 2 sets of plans plan submittal checklist MASON COUNTY PERMIT ASSISTANCE CENTER PLANS SUBMITTAL CHECKLIST Owners name: Date Project: �� V Reviewed by: Documee Accurate site plan attached to each set of plans (road setback — /sideyards < 10?0K ) 612— Topography attached to each set of plans 7— Energy Code application (heat fuel type {�• Mechanical/Plumbing application complete (water heater fuel type&location: ► Contractor registration#OR provide written notice "Hiring a Contractor or Remodeler Engineering/design criteria: snow load, 80 mph wind/exp, seismic zone 3 (Scope? ) Construction Plans: (3 sets) Plans legible Recognized scale Cross Section Elevation Roof framing Deck framing Foundation plan —. Floor framing,all levels � Floor plan (use of rooms) DETAIL: (Include wood species and grade, i.e. DF#Z HF#Z PT, etc.( Roof framing detail (species, size, &spacing) Wall framing detail (size, species, &spacing) Bearing wall ht exceeding 10 ft requires engineering Floor beams(size, species, &spacing) Floor joists (size, spacing, species) -kt-,rI Ac- - Y Header and beam (size &species for openinds uec�over 4 ft) Foundation (size, steel, anchoring) 4, Concrete walls (Reinforcement detail, >8 ft requires engineering) Non-conforming framing (steel structures, foam core, etc. requires full engineering) ,/ Fire separation walls shown on plans-depe-v-�, UPon fi.v�5 f i�'la l`C a ers� " , Point loads identified, calculations provided if needid. --/ Calk vn, � e-y Slab insulation shown �. Stairs/Handrails on stairs with more than 3 risers Guardrails on landings greater than 30" above grade Location of furnace identified on plan, where? Propane appliances in basement(3" screened floor drain to o/s,2 combustion vents) Fireplace/Stove information shown Window sizes marked P ✓ VCovered porch detail (Use ICBO Chapter detail? ) Braced wall lines clearly marked on plans (Within 8 ft of corner, n.t.e. 25 ft o.c.,table 23-IV-C-1) Interior braced wall lines required for boxes greater than 34 ft �j n Do plans meet UBC prescriptive braced wall line requirements? UNUSUAL SHAPES: Roof or floor extend more than 6 feet beyond brace wall line or ICBO detail. (2320.5.4.2) Openings greater than 12 feet or 50% of the least floor area. (2320.5.4.4) Braced wall lines do not meet in a perpendicular direction. (2320.5.4.6) Braced wall lines offset the vertical plane from the foundation (2xl 2 NTE 48", 2xl0 NTE 40", no offset in 2x8 or smaller) (2320.5.4.1) Floor and roof is laterally supported by braced wall lines on all edges (2326.5.4.4) 7 The end of a braced wall panel extends more than 1 ft over an opening in the floor below (BWP may extend over an opening 8 ft or less in width when the header is 4xl2 or more, — U.B.C. section 2320.5.4.3) Engineered documents (Engineering required/included? ) Design criteria-snow load wind 80 mph, exposure C, seismic zone 3 Engineered data transferred onto the plans Structural general notes&calculations, 2 sets (Specify scope of work, project location, design criteria, etc) Washington State licensed engineers or architect signature and eng. expiration date COMMENTS: 1994 Uniform Euilding Code Braced Wall Panel Requirements: Braced wall panel, 4'0" minimum (BWP). 1.4,01M Alternate 'braced panel, 2'8" miniz num (ABP). Review.attached in'arcration regard n�hoidown and construction requirements. _ Latera-1 restraint panel, 2`1" or 16" (.RI). Review attached information regarding holdown and construction requirements. —1werior braced w-ll panel, 4'0" minimum (LWBP). Th first loor IWBP is supported on doubled floor joists, continuous blocking or floor beams. _ Other: