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BLD2002-01689 Cancelled Addition - BLD Permit / Conditions - 12/30/2002
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R_ / \ m0 � 0 R / § 2 cr § J =r ] o l< 0J R a 2 / / \ / cn \ C � wm CD a J § ] % kE E R » a f Is CONCRETE MECHANICAL MANUFACTURED HOME Footings I Setbacks Gas tePi' 13Y Ribbons Interior Date By Interior-Date By Date By Exterix Date By Exterior-Date g Set-up Point Load I Isolated Footings INSULAT10N pate Ely BG I SLAB INSULATIONDate By Data By FIRE DEPARTMENT Foundation Walls Floors Date By Date By Data By DECKS FRAMING Wang Date By Date Z OS' By/�,?4 Data By PROPANETANKS PLUMBING vault Date By Date By 0 OTHER Groundwork Attic Date By Date IL��� By Type- Date By DXV DRYWALL — ?W Type_ � Date B Int.Brace Wall mate By v y Date Z3 FINAL INSPECTION 2 Waver Line Fire Seperatlon 9 Date By Date By Date By m Pass or Request Inspect. ° Type of Insp. Fall Date Date Dane By Comments Q a � yr OY17 Asr 8 /RS 9ilJi3� 2 f c� O- �✓�cc Gam' Gy?/}� rr „ z 3 l0 13 y O e 24 z3-1 Z 0 0 o CONCRETE MECHANICAL MANUFACTURED HOME ^31 Fobtings / Setbacks Datef00C'F-cT? B Ribbons 0 08 Date By Gas Piping Date By co Foundation Walls Date B y Set-up Date By INSULATION Date By B G / Slab Insulation Floors Final Date ` - Z-o By Date By Date By FRAMING I—C-/-// TA Walls C - 2-� '�9i���� FIRE DEPT Date BY,-WG) Date By Date By PLUMBING Attic OTHER Groundwork Date 1^1 - l By Zn Date4 Bylc)1G V A .�Bq/Al NAILING D.W.V. Date y Date o B Y FINAL INSPECTION � Water Line Date By Date --t9-o-7 By MA(- Date By l�SU,� r c c cu,, Fq, l s� g-rr �iL �03 2, o - ouH fr rcl►rej on o j no� 1� t l2of ,� G /krt�c� rp o-ti. 63 t-ojw �o� cd�11�-�c, ciowi, neareqf Jr►btu (of fQ be, d+�2 n r a, J/Er cn •c y ��.Z�J-o 5e �Ci'r�j�"�!/' �iX�' ' !n'//f c C �.�/ /y.. � J r x , - ,�,�,z, soh a1�,.e►� �.� ;���-c�v►�� � �� �� o � 1-2 Rr ollzYL02 014w. tU ti, , 1 7 It "�1L> la-17 -O-7 (0 -1 l-Q^7 MAL l! 11 115"ZeC4 /2-2S--(,Y7 /yl101a Building-�Permit # yZ -0/68/ MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location L01;6&A-0 2 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been v found: Items Listed below must be corrected to gain code compliance � -,. ,Cc �'-,..� -NEXT)-��G T/fll N ,�yS ,�6 :o•,� �J►iY ,3) y., Sic. ` -/K-i�✓G You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK 14 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 Date ���-�-� Inspector % I�2 ■ *0 NOOT MOAV THIM111h T A ,Building Permit # Q266Z- 01661 MASON COUNTY BUILDING 111 426 W. CEDAR ' r SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTIC-EC. "WY /1' Job Location r2V`tO I xiotrtw _A.� �- Aloz-MSI- &A-;--> LvcU:� This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been Items Listed below must be corrected to gain code compliance ,)found: �E c ,�, sF �zt-7' C0 SeAl- z� _ Z l-- u' Z'' 1 zvZ .0 r 0 A' - c i Xouare hereby notified that the above corrections shall be made FORE PRO EEDING WITH ANY FURTHERIWORK c4-f'cjN EN /-4tU 57 I�i4r<E v UT Div �i A � eia �!� all for re-inspection wi enrcA ctions are made before continuin 5—t L,g t��Q �'X . ' ❑ Make corrections, items will be checked on next ins ection ��-T-- q ❑ OK to Atl Col uc f-cc�,� biF8 r a � � SO X16- COO �F 1Zr"-F P�A/ This is not a complete inspection ���� r' Department Date &t 1 �( `�S lJjy) Inspector ■ �� NnT Mk *V THPq% T ' Lomi Building Permit # �� �F89 MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 217e-' I ,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 Ve- /,04,,- 14 c/.�c���- lj, i��- i *s�xao? ✓ /�::��4/T 3d f4,9-r A 4 v ram% Cn7< G.�/,� �!�c cRiJ T/..t`i�+-cam i7�i�� i? `�` v^._ oc, J Z s ,E .-�,Cc�J �/l',E ice✓ 4 c c. Q1�7s � ci ,✓�- ,�,�-�T ,�G �� ��f 'yf% G C. v. C j/�"� d� �/7 ��J - C l,� i�c?�i✓,/'� rv/'�le�t J�-.�� You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK *g 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 gco Date -3-Z,7-4,7 Inspector TR. no * NOT ' MOOV ' TH1 c TA ,� Building Permit # Q'Z—r I MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location '&9DI )o t+shav-P ::RA- 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 l� 1 r 1 \ ��g� � u'lni��/L ✓hPs� �!'i Dr ] 11�15 ATi�1 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 � e Department !BQL� Date (a D7 Inspector ■ ooNnT Mk *V THI T A ,� Building Permit # O L - 0I657 MASON (COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Z-«/ /z-1-<S-�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 /y>QC/� CC /4✓G ,�c.�dui o ✓a o r .� c o c/.�`'�l' T d-✓ G w CL �'✓fv�h'iG rnip ' c (f --t— C � d S _ vJycf3T� A e-c- ERG 6 S' o.,� ors/v f�cx-�7 d-��t.�y 4i�.5.i w�cc r Go c-cr9i T/ /Y /Uv c E /�✓ c S/SLS 100, 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 ,/Iiz> '' �}CG %O /},�o. �"�77� �p,•1�•,�G,- �- ❑ This is not a complete inspect on Department Date 121-0i Inspector 77-2- ■ oo s NnT MOOV THIV--- T A r k. Building Permit # MASON COUNTY BUILDI G 111 426 W. CEDAR SHELTON WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE I Job Location ),/ G7G/ may_ S "��q This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been fund: Items Listed below must be corrected to gain code complian e � ' -„� U G/ j enlf' 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 Date 2 ��.� Inspector DO NOT REMOVE THIS TAG I — L`b RN ,--- — _ I fi T� +- � _.-�_• � ,� :. .`-�- - .-�'--- --.gip . ROVE•: -! - ' - --M Sal } lVTY tDC)._fNNING _i... _._�. - - - = - .x..a .._, PITE Pl+ N_REQUIRED TU.'JEN SITE Oy— CMA i=S;SUBJECT TOOVAL t I � F ,��•• a nr - _—..`-.• _ _. _..�_...� _._.i----- Lo e - G> NT Ioe.41_.. r III - _ f \-1_- ._}.__•_�.._._. _ C^ . 1-4 lit r ! -- --— .. . I'21DC � c nA� i !\PHY ---- _ I ' 0 o� o1P s Zlj�,9AA C�,Q0 Direction: Scale: I Approval:forottice use �rmit number: SS Building: )licant: q C Cx Date of Planning: fiber:I ZZ 07 5 Q o b� ( 1-1 application: Env. Health: Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext. 352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton, WA 98584 Flo„` RESIDENTIAL BUILDING PERMIT BLD2002-01689 OWNER: GARY LOCKARD CONTRACTOR: LICENSE: EXP: RECEIVED: 1/3/2003 SITE ADDRESS: 21901 NE NORTH SHORE RD TAHUYA ISSUED: 4/9/2003 PARCEL NUMBER: 322075000914 EXPIRES: 10/9/2003 LEGAL DESCRIPTION: OLYMPIC BEACH S 100' LOT:8 & N 100' LOT:9 W OF R/W PROJECT DESCRIPTION: DIRECTIONS TO SITE: ADDITION BELAFIR TO NORTH S E RD, PAST BALD PT, TOWARDS DEWATTO BAY General Information Construction &Occupant I or at n Square Footage Information No.of Bedrooms: 2 Type Co st -N Type of Use: SF Insp. Area: No. of Bathrooms: 1 Oc G u -3 Lot Size: Deck: 200 Type of Work: ADD Fire Dist.: 8 No.of Stories: 1 O . ad: Building:1,436 Valuation: Building Height: 22 cc. tus: Basement:1,315 Manufactured Home Information Set c of r atio Shoreline& Planning Information Make: Length: Ft. Front: 100. Ft. S reline: 100.0 Ft. Water Body: Hood Canal SEPA?: No Model: Wid Ft. Re 75.0 t. Slope: 20.0 Ft. Shoreline Desi Sid 1. ,0 g.: Rural Year: Serial o.: Sid 2: 15 Ft. Comp. Plan Desig.: Rural Plumbing Fix res echanical Fixtures FEES Type Qty Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee BLR 1/3/2003 $660.50 2565 Hosebibs 1 Furnace<100K 1 Planning Review Fee RAM 3/21/2003 $150.00 62441 Kitchen Sink Gas Outlets 1 Public Works Review RAM 3/21/2003 $109.50 62441 Lavatories 1 Propane Tank 1 EH Plan Review PSD 3/24/2003 $75.00 62441 Showers 1 Ventilation Fan 1 Building State Fee RLS 3/25/2003 $4.50 62441 Water Closets (Toilets) 1 Propane Stove 1 Building Permit Fee RLS 3/25/2003 $972.75 62441 Water Heaters 1 Dryer Vent 1 Mechanical Base Fee RLS 3/25/2003 $23.50 62441 Bath Tubs 1 Mechanical Fee RLS 3/25/2003 $113.55 62441 Clothes Washer 1 Plumbing Base Fee RLS 3/25/2003 $20.00 62441 Plumbing Fee RLS 3/25/2003 $63.00 62441 Total $2,192.30 BLD2002-01689 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2002-01689 CONDITIONS FOR BLD2002-01689 1) All upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X ---7,r L. 2) Temporary erosion contrgLppasures must be implemented. Silt fencing must be installed and maintained until upland vegetation has become established. X 4, L, 3) Site is located within an unstable Landslide Hazard Area. Development should be designed to preserve the natural drainage courses in the area. Surface drainage, including downspouts, shall not be directed onto or within 50 feet above or onto the face of a Landslide Hazard Area or it's associated buffer. If drainage must be discharged from the top of a Landslide Hazard Area to below it's toe, it shall be collected above the top and directed to below the toe by tight-line(ain and provided with an energy dissipating device at the toe. X 1" 4) The Mason County Resource Lands and Critical Areas Ordinance requires vegetative management of the site. There shall be a minimum disturbance of trees and vegetation in order to minimize erosion and stabilize Landslide Hazard Areas. Limbing trees for view purposes is preferred over tree removal. Vegetation removal on the slopes of banks between the ordinary high water mark and the top of the bank is prohibited without additional review and permitting. X (—,^Ll 5) Regulations which apply for GRADING of the site (per Mason County Resource Lands and Critical Areas Resource Ordinance): A. No grading shall be performed on slopes or slide prone areas prior to obtaining a grading permit subject to approval by the Director and based on recommendations contained in the geotechnical report with slope stability analysis and grading recommendations. B. Clearing, grading, and other construction activities shall not aggravate or result in slope instability or surface sloughing. C. Undergrowth shall be retained to the extent feasible. D. Clearing methods which minimize soil disturbance shall be used. E. No fill, dead vegetation (slash/stumps), or other foreign material shall be placed within a Landslide Hazard Area. X (7 'L 6) A minimum of 20' setback shall be maintain from construction and the top of slope. X �� L BLD2002-01689 Please refer to the following pages for conditions of this permit. 2 of 4 7) , The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a seperate permit. The geotechincal report/assessment shall remain attached to he approved building plans. This includes all documents prepared by the engineer and related correspondence by Mason County. X L 8) A planning,siapyrtment site inspection is required prior to final approval. Please contact Rick Mraz @ 360-427-9670 x577 to schedule the inspection. X LL.. 9) All upland areas disturbed or newly�.�eated by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X �-�,l�, 10) Temporary erosion control measures must be implemented to prevent water qualit ggradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X 11) Approved per dimensions and setbacks on submitted site plan. X l n - . 12) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department pior tp any further inspections being performed or approvals granted. X ,L_ 13) In accordance with the Uniform Building Code, all sites shall have approved numbers or addresses located 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 re-inspection fee based on rates as adopted by the jurisdiction and the Uniform Building Code will be assessed if the owner and/or contractor fail tog�ost the address on site prior to requesting inspections. X ( ' .lc 14) The plan review check list and corrections, along with the Energy Compliance Worksheet (when applicable)are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site-f; r tie duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. X (u 15) All slabs within the heated space shall be insulated tonT m R-10 for at least 24". Monolithic slabs shall be insulated around the perimeter from the top of the slab to the bottom of the footing X J 16) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL.X G, 17) The"approved" plot plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" plot plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building D pa r �ntprior to any further inspections being performed or approvals granted. BLD2002-01689 Please referto the following pages for conditions of this permit. 3 of 4 18)0 Washington State Energy Code Compliance has been approved using the following: Heat Type:LPG Compliance Method:lll Window(Max U-Factor):U-.40 Skylight(Max U-Factor): U-.58 `Dogrs (Type/ U7 actor):U-.20 or less ,Wall insulation R-21 , Floor insulation R-30 , Ceiling Insulation R-38 ,Vault Insulation R-30 , Slab Insulation R-10 X7_ I 19) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be X charged an ssh 11 be collected by the Building Department prior to any further inspections being performed or approvals granted. 20) All construction must meet or exceed all local ordinances and the 1997 Uniform Building Code requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in perrpj,t vocation. 21) All changes to"approved" building plans that effect compliance with the Uniform Codes as amended and adopted, or any other Mason County ordinance or regulation, rest Oe reviewed and approved by Mason County prior to construction. X 22) The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the Uniform Codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector sha m?de prior to requesting additional inspections. X 23) All property lines shall be clearly identified at the time of foundation inspection. X �7 L 24) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County oLdin�nces and building regulations. X ����1... 25) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder hav a nted action from being taken. No more than one extension may be granted. X This permit becomes null ad v ' if work or cc struction authorized is 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 nua ion of work i a progress inspection thin the 180 day period. Final inspection must be approved before building can be occupied. OWN ER OR AGENT: DATE: (�v BLD2002-01689 Please referto the following pages for conditions of this permit. 4 of 4 oN-STATE MASON COUNTY A o N DEPARTMENT OF COMMUNITY DEVELOPMENT s U Planning Division y� N Y P O Box 279,Shelton,WA 98584 (360)427-9670 1864 NOTIFICATION OF INCOMPLETE APPLICATION January 07, 2003 GARYLOCKARD 21901 NE NORTHSHORE RD TAHUYA WA 98588 Parcel No.: 322075000914 Project Description: ADDITION Dear Applicant: You have submitted a permit application (case no. BLD2002-01689) for proposed construction or development in the county. Upon review of your application, I have determined that the contents of the application are incomplete or do not provide enough detail for review. Therefore, review of your application will not proceed until the necessary information is provided(see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. Please contact me at(360)427-9670,ext. 577 if you have questions. Sincerely, "1 Rick Mraz Land Use Planner Mason County Planning Department 1/7/2003 1 of 2 BLD2002-01689 I NOTIFICATION OF INCOMPLETE APPLICATION 1/7/2003 Case No.: BLD2002-01689 Co'Y nwnts: A preliminary review of the geotechnical report indicates that it may not meet all the criteria requires by the Landslide Hazard Areas chapter of the Mason County Resource Ordinance. Specific areas of concern are as follows and are referenced in direct correlation to ordinance requirements: 5. There appears to be no description of the slope stability analyses performed for static and seismic loading conditions. The document appears to simply state that stability is obtained by achieving a certain setback. What calculations were done and what variables were used to determine a factor of safety value? 7. The statement that "the entire site is to be stripped..." is of concern. This may be construed to suggest clearing on the slope. Is this what the engineer intended? If you have questions or require clarification on these issues, please contact me. 1/7/2003 2 of 2 BLD2002-01689 . l ClAt `��� Request To Revise An Approv d Plan r G � � ��� Pemut Number: BLD200 Z - l �C � Name U� Parcel Numb -VO'G1 - Phone Number d imeZ7 Project Address TJ Mailing Address 2 d Please provide a complete, detailed description of the proposed revisions to the approved plans. a U b» \) I ' 1 as 1w `� la 01 —lf -\ yJ(Ail s o r o C�n G J1 y1� i J a 0 f Are two sets of the revised plans or addendum indicating the changes included? X Yes ❑ No Are the approved site plans included? 41 Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? la Yes Does the plan contain an engineer's or architect's lateral or vertical analysis? & Yes ? �No If Yes,Has the engineer or architect approved this revision? ❑ Yes & No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? Vc Yes ❑ No If Yes, Is a revised site plan,with all new setback dimensions included with this request? WYes ❑ No Additional Information: C v� Vi t �\n eve t e two— Applicant's signa Date: Office Use Oniv Received by: Forward to departments indicated beleiw. ADDroval/Date m B ' g U Original Valuation: $ Additional Valuation: $ Planning �AM Q h Sq.Ft. {Nt7 b x$ �5.Z l $ Sq.Ft. x$ $ Environmental Health ' 1 otal New Valuation $ 0_ ❑ Public Works Additional Fees: Additional Planning Dept. $ _90.O U New Setbacks: Front / Rear / Additional Plan Review $ Additional Building Permit S �. Side1 / Side2 / Additional Plumbing $ Additional Mechanical $ Additional Conditions/Comments: Additional E.H.Dept. HLCEIVED Other Total Amount Due: $ Amount To Be Paid Up-Front$ T«n iniWI 426 W. CEDAR SYj Reviled SRG 7/2003 61 - Almomm ka tills Awl r INS - e -m all 1 ��� � i ��.� ', '. ��:"� ',:fir - �, � * 4�- _� _ -' _ i r '-� � �i' / -- -= r� •� '� ti 'r•. .� r ' �� �. ti � �� . r. �. 1 f t� � +r� r r r � �. L r •4 � •� . ' 1 r •F- • 4 1. Skylight blockout at roof and ceiling is acceptable ' 3 yc "IT Y - IL t �a S Glulam beam connection to end of triple 2x12 beam is inadequate and requires all nails in hanger and placement of 2x6 cripple stud beneath hanger seat and nailed to post with two rows 16d @ 8" o.c. I Y Mr 40� `70 AO 44 -a 3 "I- beam" requires insertion of 1 '/2" x 9 1 4" LSL both sides of web lue and nail two rows IOd box at 12" o.c.. Provide two AC4 connectors at top of post to glu-lam beam. 0 r Provide W ceiling joists at all rafters across the living room and nail at wall plate line to rafter tails using (7) 16d sinkers each end. dial 5. "I-beam" requires insertion of 1 '/2" x 9 '/4" LSL both sides of web glue and nail two rows 1 Od box at 12" o.c.. Provide LUS410 hanger at this end to glu-lam beam and HU414max hanger at opposite end to other. dW L,iL IA(A l-k MA--X 05QQ05l t5 CND ., ► : , r DpV �1D� i i } ILI 6. Same as above. (note 5) v r ► � Y 1 7. Connector must be replaced with Simpson HGUS3.25/10 hanger. Connect beam crossing post with AC4 on opposite side. IF — 4MWIM Moor "Z4 _ . .. AN k f a 8. 4xI0 Beam at ceiling line requires supplemental 2x12 add to above and face nail to cripple studs per detail on sheet 4 of calculations. Terry A. Nettles, P.E. project L OCKN'ARD R5t--1P %4C5 Sheet _� ofI_ Consulting Engineer --------- -- - Job No. 280-16 6625 Wagner Way#208 Gig Harbor.WA 98335 VOICE&FAX(253)8W7777 Subject ff2- OU10T FP-AAAII116 Rer/I@Ate �t 2b o fL00F_ f PAAA11,46 . 2� p� Snla�! Pr�.t� ��-te'n-�✓ 2 X 12 2N-f ol� fiZ Wes' J91 LM'hrr- = 17 — N P i i O MA-x AM, P^r 70V�w AV-Gr Ate 13801 EXPIRES: +10/os.08 Z)C1i, G boo lo U15 61 - �7,0 M4x �� I�r` yLs 1�1�C4)�l•Co %_ �-Y Job l5 �jjti� rLAr-AGs Z- JoisT (WOOD) C/xptfL105 GLO--'U24�f Cg t P rLAO WA1A/ 11, 94J Fr f011*f L4&0 To .7'}320 = -MZI-2 Try T' �>✓ro�1 ■ Zl Lo khard Roof Su pport I-Beam / 1 by US r 11 718" TJI®360 @ 12" O/C TJ41000e6.30 Serial Number:7002005128 uaar.2 4m/200812:47:26PM MEMBER IS INSUFFICIENT DUE TO LOAD Papa 1 Bpine Version:6.30.14 Member Slope:012 Roof Slop*642 - P9615 V0 5 T 6 15' All danensions are horizontal. Product Diagram is Conceptual. LOADS: S Analysis is for a Joist Member. FU O-, Primary Load Group-Roof(psf):0.0 Live at 125%duration,0.0 Dead t i Vertical Loads: 2, 6 1 Type Class Live Dead Location Application Comment LU E f4 Pn V Tapered(plf) Roof(1.25) 0.0 To 0.0 10.0 To 25.0 0 To 1 V Adds To 1_ It (2) Point(lbs) Roof(1.25) 2125 1300 l 1, - 62)90w5 �l fax @ l2 -(2)Web stiffeners are required at Point Load.See TJI JOIST INSTALLATION INFORMATION for nailing requirements. SUPPORTS: ���6t L 61; � 1 Input Bearing Vertical Reactions(11, ) Detail Other I t-I U'l I M Pcx Width Length Live/DeadlUpr 1 — 2785 1 Stud wall 3.50" 3.50" 552/450/0 1 End.TJI Blocking 1 Ply 11 7/8"TJI®360 2 Stud wall 3.50" 3.50" 1573/1042/ 2615 End,TJI Blocking 1 Ply 11 7M"TJI®360 -Bearing length is inadequate at support(s):2 Ca-4'r Yze n 5 --- �i J p t 4�'M lv--r 1 r DESIGN CONTROLS: tl2 I t��1� IMarkirrrum Design Control Result n Shear(lbs) -2615 -2615 2131 Failed(123% Within Span 1 under Roof loading I OE�� Vertical Reaction(bs) 2615 2615 1881 Fa' (139% Bearing 2 under Roof loading Moment(Ft-Lbs) 9914 9914 7725 Faded M!D Span 1 under Roof loading Live Load Defl(in) 0.488 0.486 Passed(Lt358) MID Span 1 under Roof loading Total Load Dell(in) 0.833 0.729 Failed(L210) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LI-1/360JU240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Z ADDITIONAL NOTES, � 2�� -IMPORTANTI The analysis presented is output from soffware developed by iLeveW navel®warrants the sizing of its products by this software will be accomplished in accordance with iLeve*product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveW Associate. -Not all products are readily available. Check with your supplier or navel®technical restive for product availability- -THIS ANALYSIS FOR iLeveW PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS_ Allowable Stress Design methodology was used for Bukkng Code IBC analyzing the iLeve*Custom product listed above- -Dead load on portion of joist area is less than minimum allowed. -Live load on portion of joist area is very low. PcDpCD 'L x4 -t-o -� �- M ��ICaC1 OPERATOR INFORMATION: TJ S � o ���� e ---� Terry Nettles Consulting Structural Engineer TM 92nd St NW z Gig Harbor,WA 98332-9833 a AQ0 ZX4 TAV G nZ (Pdo : ineer.corn Copyrigbt 6 2007 by iLevel®, Federal Kay, Wk. TJIK and TJ-Kew are registered trademarks of iLevel®. e-I Joist",Pro'"and TJ-Pro are trademarks of iLevelal. �3 Z GAUA->7EY- T+OV t IZ89d MMC-N7 • Lodkhard Roof Support I-Beam q Supplement �y- "wemaeuze TMWan®6.30SWWNuiiber:7002005128 1 1/2" x 91/4" 1.5E Timber$trand®LSL, 2 plies @ 12" o/c User 2 4=20081:23:20 PM Piet EromVafS1m&30.14 MEMBER IS INSUFFICIENT DUE TO LOAD Member Slope:6,12 Roof Slope,1012 j Po d i5, ; All dimensions are horizontal. Product Diagram is ConcepWal. LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf):0.0 Live at 125%duration,0.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(ptf) Roof(125) 0.0 To 0.0 10.0 To 25.0 0 To 11' Adds To Point(lbs) Roof(1.25) 2125 1300 11' - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dea"plif/Total 1 Stud wall 3.50" 3.50" 552/450/0/1003 End,TJI Blocking 1 Ply 1 112"x 9 114"1.5E TimberStrandO LSL 2 Stud wall 3.50" 3.50" 1573/1042/0 1 2615 End,TJI Blocking 1 Ply 1 1/2"x 9114"1.5E TimberStrand®LSL DESIGN CONTROLS: Maximum Design Control Result Location Shear(bs) -2615 -2615 9250 Passed(28%) Within Span 1 under Roof loading Vertical Reaction(lbs) 2615 2615 4463 Passed(59%) Bearing 2 under Roof loading Moment(Ft-Lba) 9914 9914 10681 Passed(93%) MID Span 1 under Roof loading Live Load Deff(in) 0.601 0.486 Failed(11291) MID Span 1 under Roof loading Total Load Den(in) 1.025 0.729 Failed(L/171) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LW3W,TL:L/240). Allowable moment was increased for repetitive member usage. -Braang(Lu):AN compression edges(top and bottom)must be braced at T 3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by d.eveW d eveW warrants the siting of its products by this software will be accomplished in accordance with&eve*product design criteria and code accepted design values. The specific product application,wpA design bads,and stated dimensions have been provided by the software user. This outpA has not been reviewed by an A-eve*Associate. -Not all products are readily available. Check with your supplier or iLeveW technical representative for product availability. -THIS ANALYSIS FOR il-evellb PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Budding Code IBC analyzing the ileve1V Custom product listed above. -Note:See RAve* s/Budders Guide for multiple ply connection- -Dead bad on portion of joist area is less than minirnum allowed. -Live load on portion of joist area is very law. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Nettles Consulting Structural Engineer 7777 92nd St NW Gig Harbor,WA 96332-9833 Phone:and fax(253)858-7777 taffyneftWs@engirmw.com Copyright® 2007 by iLevel®, Federal liar, till. TimberStrand* is a registered trademark of Me"10. C:\Program Files\Trus Joist\TJ-8eam\Job Files\Lockhard Z-Beam 560.sms ®N Terry A. Nettles, P.E. project L oct=l-poz,%) I z;�,w acc- Sheet _ of�_ ® I Consulting Engineer --- -- - Job No. S6046) 6625 Wagner Way#208 Gig Harbor,WA 98335 VOICE&FAX(253)858-7777 Subject Date 2p X 1 LP' (sLe7 L = 20 C/ RIGS .� ' " s r PO)►4 r L,oaUS l�orh 15w t3140 4-0 pmy w4A lze Gov-vr2 ow°t y I /vti l o Gr✓1�I/aG VC-1/�L rm;'tz� lu = Cz)¢0 _ �� �,i� L = for GiU?JL4'mel41 4900 -/ AVD Of 2XIZ Cqt-4rINU"0-5; Psa-ays CGt1.lgC4 J619172 YATZAe e7, IZS 4Xto f HNIW-Dl-O rAC- 5- of CPIPeL�C- 5TU 42 ` -o G(zG&T6 P-&YvV FOR rI,i--x v219 -5/TP C-fit CTtj f4&Rr 14 21-02- TD STv OS ZXi o PA-ocK Cq Lockhard Roof Beam C by,V.1--h--r 3118" x 15" Glulam (24F -V4 DF) TJ4%on*6.30 Serid Number:7002005128 Uar:2 4=2M 1.4924 PM MEMBE S INSUFFICIENT DU OAD Pope 1 Engine Version:6,30.14 Member Slope:$12 Roof Slope*12 0 b 20' i All dimensions are horizontal. Product Diaglrarn i Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Roof(psf):0.0 Live at 125%duration,0.0 Dead Vertical Loads: Type Class Live Dead Location Application Continent Point(lbs) Roof(1.25) 1573 1042 2'8" - Point(lbs) Roof(1.25) 1573 1042 1T4" - A(zia LVEL-- WITh1f_3 Uniform(pit) Roof(1.25) 200.0 150.0 0 To 29 Adds To /A"_G1W OF AL1L.0lJA?)G SUPPORTS: dr- M I°c>,, Cant P (t,lEF D Input Bearing vertical Reactions(Ibs) Detail Other WKM Length Lnre/Dead/lJpfiWatal 1 Stud wall 3.50" 4.69" 3573/2656/0/6229 By Others None C L C;aC U CO DF Pc L,L.d VJA e1 W 5 2 Stud wall 3.50" 4.W 3573/2656/0/6229 By Others None �,Y Vp" Z O / �Ay DKA Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is wired to satisfy bearing requi(ements. DESIGN CONTROLS: Maximum Design Control Result Locatio Shear(Ibs) 6169 -5672 9375 Passed(60%) RL a Span 1 under Roof loading Moment(FN.bs) 24010 24010 29297 Passed(82%) Span 1 under Roof loading Live Load Dell(in) 0.629 0.656 Passed MID Span 1 under Roof loading Total Load Deft(in) 1.107 0.983 ailed(L21 MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL-tJ240). -Brae ing(Lu):AN compression edges(top and bottom)must be braced at la 9"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability_ ADDITIONAL NOTES: • -IMPORTANTI The analysis presented is output from software developed by iLeveW ileve0 warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelV Associate. -Not all products are readily available. Check with your supplier or iLeveIV technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC arra}rzing the A evellb Custom product fisted above- -The analysis presented is appropriate for Gkdarn beams. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Nettles Consulting Structural Engineer 7777 92nd SL NW Gig Harbor,WA 98332-9833 Phone:and fax(253)858.7777 terryrletdess@eengirmw.com Copyright 0 2007 by Mevel®, Federal Nay, NA. TJ-Beas®is a reg/atered tradmark of iLev 109. C:\Progrm rilee\Trus Jolst\TJ-Bean\Job Files\Lockhard I-Bear. 360 supplenent.ses II ®®v v ( Terry A. Nettles, P.E. project I-oa--+N"gp Ra-:,ipEmCC- Sheet 69 of�_ Consulting Engineer Job NO. Z80!tn 6625 Wagner way i2W Gig Harbor WA MW VOICE&FAX(253)858-7777 Subject Date !IAM—oe) 12VAIF7EK12 RcOf f 9.00A I la G TO tzl+vGE i� ZX to J 101 p 1.5 a L (�-to ✓ s['N'c.c✓s Gl`� �� ��►OI ©'i" 2�ch c o err 0,C, tWcM (, _ (�' G tuna V PPS f ddf w-� 1 fo +4d Z, ►�%9s� I�yz, = 3�o ply' of 0 �4'0�� - aal�l !>iala'd PaMI Pa�aa19*9dll 1?o swop!"9 ated ro palsq se saweN pwi"unwou at us paeaq am suaos aql'9 pea RNI&M a n•gM>llptaq atwt�awl�ilrett+laPli>~t>l+lp�I wAlgl 3 ovzn q Pa�wJ uaaq stq vaPP)slat s �all!►iNt�wMatiiutltawtttlw•y (zeds snaaguo�pi Mp OStn1 amp swq aql a PalaWu a 09£n A 001101 P*A uaeq 5Eli UM30M Pea"I't aq►wxoswssal�gwY�ueds>�agl aea�u�l�.�wwsltltew�M�rwl� �!aq)p�t me%s�/a!rbplalr��as Sow v vo�IM�*wtwwo *llaigoKnZ d0Ia0a1P�D�Po�IwaFap'C30YnJOOU-FPWSP*WVJVJoOZO) �r1 aM�+iRaMltrgM� l�lp lMlil�1M1 ����sM�M�� AmpgM paWVAVMZM iq papaW ssmW pwqWanlplwSelOS&u'£ *"rt w ass a a tlaRt�tlal4.:1t wl+ax Aw�MNgiN.4a!>~MlwStwtatlw0 No=Pea auopun to paseq are zoos aql Z egjgpu doImansauWON's MUft Oft004MAIAlAWJN OMPNIN NW4Ul 'slmodmummpt mLvMj apanaiePagviedsau I °tMM'WHO jMM :SNOI1dwnSSV NMS30 ai ZI i �-6 ti In YZ �a.91 s,j[ sg m. b.Z'Q - --�--- ------ -..____ —�l�wat� .._.—_ tlMi®taxi teat w Si 1rl 0!1--w • Anti a al i-ai a:a JV141 91=fdl Lj- SWAM w _ o8w pempmvasl'vnamptw .rat i J-,tt tst A-u :ern .rst_ —!._.___z-s�.. _' a a�__. ash �� ' X '.ZN s s sal >•.i[ ao.yl _ '.._..__s�._-_-- -'K-------- g�ri•ow ---___ gNae Swaim WM aPla saws---_-_.�.----- ---_.-------_._--------�---------._�. .. _... airlstanwnwa 1Mlaagiww s3iani snorwi u w : .hEl Aar 6,91 i ii .hEt .t al rar 8/L i l !i Wl fSfit aal =.Zl 09£n ip0'0 =ass !+i Ptw s!1101 aa!I Mw d31 )wzt�d i 1-I s 01 �n it _ AP.YI 1-al £- j .Pdt at-al d-ai -h9I rai .S/hI1 8t ld1 .11-.z1 ,.a'/l --- .Il-dl .�_.—.!'al _._.l_--al-il----�-'-'- •►_�I -...._t .Z-SI �._ _'fSlt_ r •711-6 3.YZ sril X.91 w.it aaAt s,tq tpn 30.9l smiaS ------- ttl/l P�IPaO w S[Y/►aall w M d-fi a-di .t it al:u 161 4•11 J_M A-sl .fvL 1l 01l aZi a w Am .ui _..-_ ... _ �•.ti �•ra >•at a..n s,a s,rq mat s� . Ift VIM mn f S3181f VdS 31dWIS weds weds weds tIt�71rQ ul ds aldlws ueyl>apel yAttgs ueds> Mq DlMwtoeot>ytlo�S'i�!t �9lON�wP t!tN!�e a u -4-ov ue6s tuedS S 'sas111w1ls ulmptttN""vIwowttMmobilom (a{dglnw)srronuglp� , �! IRMWf Pwl1 6 Wa dwosv jsW=peina8Pw.j'£ papoau se'uauaggs,tllpgpjtqpw!ltojw ,suet snaltlpal loj palmDa,se'sa19R�1twPt�/lw�l lMt�'ue0s ilr!s>qj'Z 'siwlt4f+��NIwM#Rtiiwi��i�la5 t -3sn of I ®� Terry A. Nettles, P.E. Project L OGI�I-If Z D �',5►9 W OC Sheet of _ _® kvlConsulting Engineer Z�0 Job No. 6625 Wagner Way#208 Gig Harbor,WA MW VOICE&FAX(253)85&7777 Subject Date 4 2 8 08 y l po4 y lUdA u T� Pin O 5 y� ,� ��LZ L= G�+ L o qco c o t4v%ri ryz 12,5 i At cra N►►tit, p - _. Lodchard Roof Beam G by Wey.,haeu 3 1/8" x 15" Glulam (24F -V4 DF) T.J-9eanM 6.W So"Nunber:7002005128 User.2 4a7reM 4:24:49 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Er4mevererort613014 CONTROLS FOR THE APPLICATION AND LOADS LISTED � Member Slope:012 Roaf Slo"012 Ov"an mnlension:22' 4. 1 2 3 4 b S d 12, AS dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load WWhdtth:1' Primary Load Group-Roof(psf):0.0 Live at 125%duration,0.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Roof(1.25) 552 450 2'8" - Point(lbs) Roof(1.25) 552 450 18.8" - Uniforrn(plf) Roof(1.25) 200.0 150.0 0 To 27 Adds To SUPPORTS: Input Bearing Vertical Reactions(Its) Detail Other Width Length LWWDeadRJpIdVToW 1 Stud wall 3.50" 1.50" 540/279/0/819 By Others None 2 Wood column 3.50" 2.16" 2442/1946/0/4388 By Others None 3 Wood cokann 3.5W 2.23" 2517/2007/0/4524 By Others None 4 Stud wall 3.50" 1.50" 464/218/0/682 By Others None DESIGN CONTROLS: Maximurn Design Control Result Location Shear(lbs) 2336 1832 9375 Passed(20%) LL end Span 3 under Roof ADJACENT span loading Moment(Ft-Lbs) -3901 -3WI 22583 Passed(17%) MID Span 1 under Roof ADJACENT span loading Live Load Dell(in) 0.020 0.400 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading Total Load Deft(in) 0.033 0.600 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL-L/360,TLL240)_ -Bracing(Lu):All compression edges(top and bottom)must be braced at 27 o/c unless detailed otherwise_ Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by ilevel®_ d-eve*warrants the swing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application,input design kxKls,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveW Associate. -Not all products are readily available. Check with your supplier or iLeveW technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design meUwdology was used fix Budding Code IBC analyzing the iLevef®Custom product fisted above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Terry Nettles Consulting Structural Engineer 7777 92nd St NW Gig Harbor,WA 98332-9833 Phone:and fax(253)858-7777 terrynettles@eng ineer.corn Copyright O 2007 by iLevele, Federal Nay, MA_ TJ-Beam® is a registered trademark of ILevel®. C:\Program Files\Tres Joist\TJ-Beam\Job Files\Lockhard I-Beam C.sms I FFAN I Terry A. Nettles, P.E. LN Consulting Engineer structural & residential engineering 28 April 2008 Mason County Building Department 426 W Cedar St P0 Box 186 Shelton, WA 98584 Attn: Building Official/Plans Examiner RE: Lockhard residence, 21901 NE North Shore Rd, Tahuya Subject: Engineer's Review of As-Built House Framing This letter is to record that I, Terry A. Nettles, P.E., a licensed Structural Engineer have been retained by the Owner's of the referenced property to examine the as-built conditions of the roof and floor systems of this single family residence structure, permitted by Mason County. The house has been under construction and has now been given a stop-work order pending a structure condition/compliance report from a licensed Structural Engineer, I have visited the site back on 3 October 2007 to examine the nature and quality of the construction as it exists, to record the dimensions and materials used, and have used this information as the basis of my review, findings, and recommendations contained in this report and substantiated by the calculations pages attached to this report. I have not performed an independent lateral forces analysis on the building having assumed that this satisfied the County's plan review at the time of permit submittal. I did however, examine the general quality of the wall sheathing and nailing around and through the interior portions of the house and observed the installation of numerous holdown devices at the base of the walls on the waterward side of the house. In my professional opinion, there is adequate lateral bracing for all Code required lateral forces from wind and seismic events for this site condition. I have further reviewed the framing for the gravity loads assuming a 50-year recurring 30 psf ground snow load (25 psf roof snow load). Attached to this letter are 9 pages of engineering analysis with findings and the presentation of necessary corrective retrofit framing and details. The roof has been framed in a less than conventional method so far as the placement of rafters and beams and the connectors used, however, in most cases both framing and connectors were found to be adequate. There are several exceptions however and these will be itemized. There is a nomenclature/legends diagram on page 1 of 9 of the calculations attached to this report. It is advised to refer to this for location of items herein discussed. This roof is all a hand cut system with rafters, beams and ceiling joists. The rafters for most of the house are 2x12 and spaced at 24" o.c. except for the living room space forward of the 7777 92nd Street NW Gig Harbor,WA 98332 VOICE (253) 858-7777 FAX (253) 858-7777 Mason County Building Department page 2 Lockhard residence 21901 NE North Shore Rd, Tahuya 28 April 2008 beam line called F in the diagram. Here the Owner used 2x8 rafters to a 2x10 ridge board. Although all of the rafters were not tied across the room, he is prepared to do this and my evaluation indicates that when 2x8 ceiling joists are used and tied to the heels of the rafters at the wall plate lines and connected using a minimum of (7) 16d sinker nails at each junction, the rafters will satisfy tied rafter loads. There is framed block-out provision for skylights in the one portion of the roof, and these check for allowable stresses in the rafters as-built. The ridge beam through the center of the house over the great room space has been constructed using (3) 2x12 with a 2x12 board atop. This calculated for the loads. This ridge element, is however, supported at both ends with posts down to a single built-up composite I -joist "beam" using a single 2x4 glued and nailed to the top of the top flange and the bottom of the bottom flange. This has shown to be inadequate for the maximum load condition. I have recommended that the I -beam be supplemented with the addition of a 13/4" x 9'/4" 1.5E TimberStrand LSL on each side of the web full length and glued to the web and nailed with two rows of 1 Od box nails at 12-inches on center at 11/2" from the top and bottom edges of the LSL. The LSL will likely have to be ripped slightly for its full length to fit into the web cavity of the I-joist. Beam D hangs onto the side of Beam H and uses a connector bracket too inadequate for the maximum calculated load. This should be removed and replaced with a Simpson HGUS3.25/10. Beam E is a sawn 4x10 and indicates to be of inadequate size for the maximum load conditions. I have provided a retrofit detail on page 4 of the calculations attached. This calls for a supplemental 2x12 to be nailed to the base of the cripple studs being supported by the beam E in question. The 2x12 shall have 2x10 pressure blocks placed adjacent to it in each of the cripple wall stud spaces and nail the 2xl 2 to both the blocks and at the crossing of each cripple stud using (2) rows of 1 Od at 8" o.c. The window headers were checked and found that use of a minimum 4x8 #2DF throughout will suffice for maximum loads. The floor beam beneath the living room is a sawn nominal 8 x 16 and as such is more than adequate for the maximum loads applied. All floor joists for the main floor are a manufacture 9 '/2" 1 joist by Louisiana Pacific they are spaced at 16" o.c. and are rated by the manufacturer to be Code compliant up to a maximum span of 15'-Y which far exceeds the maximum span in the layout as constructed. The front porch's roof edge beam must be at least a 4x8 dimension stick of lumber and it checks okay for that. r Mason County Building Department page 3 Lockhard residence 21901 NE North Shore Rd, Tahuya 28 April 2008 All loads from the roof are traced through the upper floor framing to the main floor and have consistent load path to the ground/foundations. No supplements work is required in the lower floor level or in the main floor framing. In summary, I have determined that the roof system is adequately framed as constructed with only those few exceptions outlined in the report and shown schematically on the marked up photos attached to this report. The main floor is sufficiently constructed and the lower story walls, foundations, and connections are all adequate as-built. When the work specified in this report is performed, it is my professional opinion that all of the construction will be adequately done to satisfy the full intent of the 2006 edition of the IBC and the Stop Work should be lifted. 13801 Terry A ettles, P.E. (DARES` 10 106/09 Attachment: 9 pages of calculations analysis and details 4 pages of photos with captions describing required work CONSULIDATED ENtvINEERING - CIVIL - STRUCTURAL - SOILS - PLANNING - April 14, 2003 l RE: Residential construction at 21901 NE North Shore Rd. Mason County TO WHOM IT MAY CONCERN: We designed the reinforced concrete foundation for Gary Lockhart's residential addition. We have, this date, reviewed the photographs of the excavation with reinforcement in place prior to pouring the concrete footings. The reinforcement shown in the photos conforms to the design drawings and as such is correct. I hereby recommend approval of the construction to date as it complies with the s.design drawings. g Yours truly, R. B. Boug , P. E. Professional Engineer IN. BOVC 0009013 S' ONA1- PO, Box 2321 • Bremerton, WA 983101, (360) 479-5598 • Fax (360) 377-1376 (_'._ ,UvJS0L1 DATED Ei**1GhJEE '1h - CIVIL - STRUCTURAL - SOILS - PLANNING - l September 10, 2003 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT P. 0. BOX 186 Shelton, WA 98584 � / �c<.J 2 � 1 Michael R. Grohs; Plans Examiner Mason county Bldg. Dept. RE: Gary Lockhard' ence; v hang of floor joists as Cantilever Tax Parcel o. 3 207-50-00914 Dear Michael; Gary Lockhard, the builder-owner, informed me that you were concerned about the overhang of the floor joists on the subject building. He mentioned an 18 in. overhang. Actually the overhang strengthens the joists as it creates negative moment thereby reducing the maximum positive moment. Therefor, the installation as is A 0. K. r "� Yours truly, 1? R. B. Bough P. E. Civil Engineer��j�-•3 i A O� S. cc: Gary Lockhard Q�Z tOf 0009013 AL EXPIRES PO. Box 2321 • Bremerton, WA 98310 • (360) 479-5598 p/b FORM Mt;ST BE COMPLETED IN INK PERMIT NO.: BL PLEASE PRESS HARD MASON COUNTY BUILDING 'PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Sfielton,WA 98684 Shelton 360 427-9670 Belfair 360 276.4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner P eA & aj(k Contractor Name MailjtAddress O Mailing Address City 1 AJ_ �'1 A State Zip Code d City State Zip Code Phone(il ? )2'2, Other Ph.( Ph.(_ Other Ph.0 Lien/Title Holder Contractor Reg. # Address Expiration SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic_4 _Existing Septic Connect to Sewer System Name of Sewer System Well_K--Water System Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. 3 ZZ C7 /,�Q_/ O O 1 IT_Fire District Legal Descriptionnl Q Site Add ress(Please include street name, street number and city) 2 Directions to site o '(' N• ?- A o Will timber be cut and old in parcel preparation? (Yes/N ) Is your property within 200' of the following: Body of Water (Name) MJ 0� C q h a Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs PERMANENT RESIDENCE❑ SEASONAL RESIDENCE❑ TYPE OF JOB NewX Addy Alt Repair Other Use f Building < v Describe Work c t r L u c No. of Bedrooms —1 No. f Bathrooms I SQUARE FOOTAGE-1 st Floor ILI 2nd Floor 3rd Floor Loft Basement IS�gb Deck-,00 Other sq. ft. Garage E:Attache 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 COMMEN IN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AF � IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or er's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above descri property a ( uctures for review and inspection of this project. Acknowledgment of such is by signature below: G� OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I pert y that �e l registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washinggt nJ t�h am aware of the ordinance requirements for whi this permit is issued and that all work will be done in requirements regulating the wor),%PWhich this permit is issued and all work conformance therewit No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without ap ov first obtaining approval. Date7. • UZ X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Dafec:;4- QQbmittal Amount Due V DReceipt No.-2 I7�EPARTMENTAL.t EVtH1f `> AP PROVED DENIED � NDI00N �C1:QE� Building Depart ent / dZ- Occ Grou -3 Type Constr. — Planning Depallment Environmental Health Department Public Works Department I Fire Marshal Valuation $ FEt Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing&Base Fee Planning Review Fee Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal ( ) ES TOTAL FE PERMIT NO.: BLD e MASON COUNTY 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 &ek(�J .) "?F e- 6. L.-0 c + ° Contractor Name Maili.tlg Addressj L ok Mailing Address City , i( v f) a State u a Zip Code �/ �� City State Zip Code Phone ifs:,)Z i!�`;'f� Other Ph.( } Ph.( Other Ph.( Lien/Title Holder Contractor Reg. # Address Expiration `SEPTIC/WATER SYSTEM INFORMATION-Con__nect to New Septic Existing Septic Connect to Sewer System Name of Sewer System Well Water System Name of Water System ' `PARCEL INFORMATION-12 digit Tax Parcel No. ? / / Fire District_` Legal Description Site Address(Please include street name, street number and city) Directions to site ). �: l � + , - ;, l : F r r k C Will timber be cut and'sold in'parcbI prepar4ti n? (Yes/No) Is your property within 200' of the following:'Body of Water (Name) %� ,J CJ U 'y r � / Saltwater Lake River/Creek Pond Wetlpnd�_Seasonal Runoff . Stream Slopes or Bluffs PERMANENT RESIDENCE❑ SEASONAL RESIDE CE TYPE OF JOB NewY Add Alt Repair Other Use of Building-74 Describe Work , No. of Bedrooms—� No",of Bathrooms i .,SQUARE FOOTAGE-1st Floor��2nd Floor 3rd Floor Loft Basement Deck Other sq. ft. Garage 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 " Y F CONSTRUCTION WORK IS SUSPENDED OR�BA�DON€6 FOR A PERIODIOF 180 DAYS AT ANY TIME AFTER TH,E W PROOF OF CONTINUATION OF WORK IS BY(WEA S 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 fhe above described property and Wu&/korl0w and inspection of this project. Acknowledgrhent of such is by signature below: - VV LLtUJIUJLL OWNER AFFIDAVIT-1 certify that 1.am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that 1426hrWUyG60tARI an° Contractor Registration Law RC,W 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for whin 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. T. .. J w4e, 1. g Date ON ---wFOR FF CIAL USF,.;BEYOND THIS POINT Accepted by t Dafa %' �` .. jb lttal Amount Due \ Receipt No. i .....::: . .: .. ... . DEPA,RTM NTAI":REVI IAt A#?PR D .NIEp C 3NDITis Building Department Z5 { e i Occ Grou 1 '% Tvne Constr.,, Planning Deparftent i Environmental Health Department i Public Works Department Fire Marshal I i Valuation FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing&Base Fee Planning Review Fee Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal ( ) TOTAL FEES PERMIT NO.:—?99--, FORM MUST BE COMPLETED IN INK MASON COUNTY PLEASE PRESS HARD PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 2754467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner I—pC4,4At Contractor Name Mailing Address O W T01\) Mailing Address City c.o State 0�.Zip Code g 5,Li 0-5City State Zip Code Phone 27-2 l E6Other Ph.( Ph.(_ Other Ph.( Lien/Title Holder Contractor Reg. # Address Expiration / / SEPTIC INFORMATION-Connect to New Septic__)C_Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 digit Tax Parcel No 3 ZZ C>-7 / Fire District Legal Description , - L oo- l O D W DC- SRO Address(Please include street name,sheet number and city)Z E K NJ Directions to site row, W r u ou b Is your property within 200'of the following:Body of Water(Name) ►t � Saltwater__ Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs X V YPE OF JOB New Add Alt Repair Other Use of Building ocation of Fixtures/Unl s 1st Floor 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 l woe of Unit No.of Units Fees Bathroom Sink l Furnace I Bath Tubs �_ Heatpumps Showers I Spot Vent Fan Water Heater 1 Propane Tank Clothes Washer _ Gas Outlets Kitchen Sinks -„�-- Wood/Gas/Pellet Stove t Dishwasher Kitchen Exhaust Hood I Hosebibs �- Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL 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 aw 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 t is permit i issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. o chang shall be ade without first obtaining shall be done in conformance therewith. No changes shall be made without appr I. /l first obtaining approval. Date ,0 -6 X Date i FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. j Building DepPa�rtment l.2'� Occ Group Yr Type Constr.Q { Planning Department Other Other 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 ., PERMIT NO.: MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98684 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 64-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner >rn �4 1 rac c r Contractor Name Mailing Addresses 0 Q. S i\-` �-T J Mailing Address City�c cOv-,r State tv C\.Zip Code 2, ul GS City State Zip Code Phone'LS 272 1 (A (-,,Other Ph.( Ph.( Other Ph.( Lien/Title Holder Contractor Reg. # Address Expiration SEPTIC INFORMATION-Connect to New Septic_�K_Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 digit Tax Parcel No -L -C -7 / (` / L Fire District Legal Description \ G e,CX I\ ` 10 C>' I - c, vi O C , Site Address(Please include street name,street number and city) 'L c 1 Directions to site C c3 n O 4 W uv �, c. N r Lu �V,e w K \'\ t, Is your property within 200'of the following: Body of Water(Name) c ( C i 1 to Saltwater. Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs X TYPE OF JOB New Adds_Alt Repair Other Use of Building Location of Fixtures/Uni s 1st Floor 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 I Type.of Unit No.of Upits Fees Bathroom Sink 1 Furnace I Bath Tubs i Heatpumps Showers 1 Spot Vent Fan Water Heater 1 Propane Tank _ Clothes Washer 1 Gas Outlets i Kitchen Sinks Wood/Gas/Pellet Stove t Dishwasher — I Kitchen Exhaust Hood Hosebibs �_ Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL 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 haw 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. �o chang shall be de without fipt Wain' gg,,, shall be done in conformance therewith. No changes shall be made without appro�u Lf \' t ' {t %Z�';��I' first obtaining approval. 1J 1 >> Date � L X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. 0. [3.:::::: .................. Building De , rtment Occ Group Tvpe Constr.`J Planning Department EPlumbing& Gam ` ` ` `` ':[ s�` � [ 2' 2'` ' `� �? [ ''?{ Site Inspection UFC Plan Review Fee e 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 Case No. Name C CYS I--n ! _PARCEL NUMI3ER3 ZZy7 5O 6070 Date C 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 S Water Lines Topography Well Location (including adjacent) Drainage Plan Names of Streets Easements Names of Fronting Streets Septic System 1J�1 DRAW SITE PLAN BELOW include adjacent ro erties i on shoreline or within 100 fe fad scent ro ert line. adjacent property line4 ` p <-adjacent property line f \D , rUeiy 41 d'r We i* 12 I SCE-. Q V�� e \ I Segril G I Q W 0 r ' 1 I I I I I I I adjacent property line4 ' S�°''�,'�'� ' <—adjacent property line Ibal SAMPLE SITE PLAN adja e t property line-> 3ier _ E-adjacent property line I p 30' aa,7,,E. �3p �l SfASG w/AL I M _ TX- PK _—, I c I fi �M t F Hou.�Q I T0.oPGSGD septic ill I R I VACAwT rtAX.6 \ I 31 PMioPone 7 A&9ZCu.LTu.0.AL 50, ' I �—so' I \ I ioo' I I � c.,.~GLL I I 1 I 1 I 1 adjacent property line-> E-adjacent ro e,i'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 dts•Fas+ct to � � riY+ct'ta.Nt � di9'tar�GC. t0 7� IZ� slop&- fioa ZC/' 4 QZ I Signature Date MASON COUNTY PROJECT SITE INFORMATION Case No. `j , i Name -_ PARCEL NUMBER > ° =' j Date 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 DRAW SITE PLAN BELOW include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property lined I I E-adjacent property line I V .{ 1 r ((A;r+ V y I v^q r I I I I I I adjacent r e4 <—adjacent property line SAMPLE SIZTE, LAN , adjacent property line- 3zb 3 rRvEI Fadjacent property line I I a° �.�.�_ CRaF{G AL_ I I j PRoPoseD smpr C_: -�I R I. 1 � _ J R I VAGn,T I [.ARAaB PaoPasCD \ T A&R=LLLTLLXAL SO � I i , I I I � r""cLL I I I I I I a--/00. I I t..GLL I A I adjacent property line- ; f. c �; Fadjacent pro pert'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 ""` dtsta.,tm to X ruci'tA c4stancx- to +an�Q i i i Signature Date