Loading...
HomeMy WebLinkAboutBLD2006-01689 Cancelled ATF Add Front Wall and Roof - BLD Permit / Conditions - 6/19/2008 APPR. NO. A.—i CHG. REASON 4 PAGE OF SIZE MOBILE HOME MAKE A �m P R MODEL SIZE MAKE MODEL L N T A FSERIALNO. USE CODE i PARCELNO. 2 c* ASSOC. R/P PARCEL NO. r7 A T BUILDING TYPE HO= CONTACT :n CONDITION"= BUILDING LIFE DATE BUILT RENTER CONSTRUCTIOND STYLE--` BLDG. USE CODE i REMODEL DATE_1992 EFFECTIVE AGE MARKET MODIFIER CHARACTERISTICS PLUMBING FLOORING QUALITY �4 i m BUILT-INS r jL�. M SINK FLOOR CONST. F ALLOWANCE EXTERIOR INTERCOM W.H. FLOOR COVER ALL6WES RANGE-OVEN VACUUM ROOF COVER LAV. 1TYPE % DISHWASHER MICROWAVE FOUNDATION TOILET - TYPE % GARB.DISP. HOT TUB BEDROOMS SHOWER HEAT TRASH COMP. SAUNA • TUBSHOWER HEAT-COOL c. REF. BATHS OTHER FIREPLACE(S) TOTAL HOOD&FAN B 7 BASEMENT CARPORTS PORCHES F BL BLDG. SIZE_ BASEMENT GARAGES CARPORTS Est FLR. �1! R 7 1 BSMT.QUAL. PORCHES 'SMT TOT 'I GAR.OUAL. C.P.OUAL. F A T • V� FLR, PRCH.QUAL. BSMT TOT. ROOFING ROOF CVR. CONC Cp 'I OF, F2nd FLR. q 4 FINISH !I! EXTERIOR C.P. ff' DECK[P 3rd FLR FIN.QUAL, GAR.TOT. DIRT FL. BALC, j SPLIT LEV. MISCELLANEOUS GAR.TYPE DEPR ATTIC ASPH. DEPR. ROOF[1) SITE VALUE ROOF TYPE CONC. ff SKIRT MH WELL ENCL. [1' SEPTIC DEPR. ASSESSED VALUATION RECORD REP.COST Z A-Yr. CURR.USE MKT. 3 ":t MH/OTHER BLDG. LAND IMPROVEMENT TOTAL %DEPR. LUMPSUM 0. %Comp. LAND VAL. Z I ADJ.BLDG.VAL. TOTAL AV. A OTHER IMP. N.C. O.S. m 3420 7 /V METHOD CLASS 14- P-0 I TOT.BLDG.VAL, 1_=� . TOT.M Lu LAND WATERFRONT VIEW RD. TOPOGRAPHY AMEN. o z V j QUANTITY cr0 USE RATE VALUE J z z z 0. CODE m< ? z ¢oroJzz T 0(n ui w 0< 0 1 1 2 3 1 1 1 1 2 1 2 a: U Ll a-1 M/v OPEN SPACE QUANTITY METHOD RATE r ■# �*few as a Blame rBli# # a" ra aat#R# MlRrwawrar !!!ar taw.r!!r! rw#rrn I ■■- Ra#Etta E aE#R##��#� a#Er�'■aa#a a'� � �*���fir#� ���Er at�� I a#aE aEEa��#E aE as aEt! a I ■■- ■rEa�Na#�aa���aaE�Eaal N ��N#�i�Er ��E■���aDM�i I ■■- ####a#atE#iGIDRsaEE�lta{alr#LRRr: � I # rRlrrr a arwirla# ■■- llaaru�l� ltaa • rtn�r=[ .., #.. ... ... i ■■ADJUSTMENT � # ##Rr � IArea X Rate ■� 11 s#'#lr'#Rt1E r IAdded Features �Iacement Cost a • • • i I Depreciated value Additional BIdgs. • kSSESSED VALUE #r awa IADDITIONAL BU®® a##aa#aar iilwwrwair sons a Ma:rra I - /rir!#arawrRRirriiaws►::aiw■ jrq , alasw#r#awlw#EraEE#EaE�a#ara ## r� a#Ei#aiM#E##a##r#arai#Bra#RRaE## aar I - E##ai.ir`3arl Err��Y#a1aE###aa#Eat# ■ar R0aC1 3 Is so raawltliaa##lair#wwri#sla, I - rlaaaEaM■ alaaarErRl!■arta#aaaaaaa>ra#f #E#a#aR#a #aa###RaE###a#EEE#EaEEala - w#MrrlrwwaE i•aia#aliaia#a#a######aal#El I • • rrsrarrwrara iwasia!/rra!!aa#r#w!#i#rarwrr siaia#r Rlairrrwrwrrisrrtrrrrrrawrr#i##aa�t E##a##Maalalaaaaaaia■Ma#Baal###a#araEaaatltl # / �.. i ##E#oil Woman* Moil a:a#Eaa arassuma E rEaa#iaa#REEF#EE##a#E # #Ma#a RB #a#a aaEaataalIIEE#■aw#a wwassumsa wasEawas a rEHaaEwaalr was mosessesom Hang*#a# sill araaMa=#a#RRrraEas�aw sRr:Ma#aEraas aawiaw#a#siEl#aREas RIMER !a #w#aRr#ara#arrarrra # E## a as ` r aE�. Iriralwas l aEa� 11111aai%R w/r #a. • - W •�•_ .� #alrr a raatraw!!a - a�aaa#Ra !ai#! rRar#r, iR#a# ■#aaaa�#na�ira rtatrt�`aaat�rla'a�`�ta�a# �/crtraaatall �arfll liaa E r a a BUILDING CONSTRUCTION STORIES 1 2 1/2 B 19 Cabin Frame No. Rooms 19 ;X Dwelling x Double Living 19 Apartment Conc. Blk. Dining 19 "^ Commercial Kitchen 19 Farm PLUMB BASE Family Year Built Year Remod. Sink Lay. Bed " Cost ° — Conditi n FOUNDATION D.W. Toilet Bath CLASS 1 11,0 2 Concrete G.D. Shwr. SQUARE FT. (, /d - 9 .2-74/.;,L, Post & Blk W.H. Tub-Shr. INTERIOR WALLS 'ztt .1 A.W. X Dry Wall Rate Adjustment - EXTERIOR WALL HEATING/COOLING Panel Base Rate Cedar Siding Plaster Heat Shingles Fireplace TS— Shakes Fir./WI. FLOORS Ad'. Base Rate Conc. Bilk. >< Frcd. Air Soft ADDED FEATURES - + Extend Vert. Ply. H.W. B.B. Hard Basement/Rooms Brick Ven. EIec. B.B. Carpet Heating Ht. Pump Concrete Plumbing ROOF EXTRAS Fireplace Flat Oven-Range BASEMENT Attached Garage Hip Exhaust Fan None Gonc. Fir. X1 Gable Part Dirt Fir. Attic Shed Full Gara a Deck Da lite ,No. Rms.A Porches ort } •mow. d AL USTMENT X Rate ed Features lacement Cost nt X Local % CPLT/Dep/Ob r - reciated Value itional Bld s. ' AL ASSESSED VALUE ITIONAL BUILDINGS Full Value �Y K " TOTAL hx- - S L-.g-, ,i"ia 06l_ S-/S- S 2\% _ »>\: � . :\2. . � �\ 23»�<\2\ .:» » /�� ° � x !®%. �S. Q. . � �<w7 . ^ •� - y!. , t� . �a:. . � �f . < 4 \ . . ` w���>� ` . .� � . - ° v%�{. • . � - `� \® �* w9d���\\ � «��\ �� .2 »x . w � + -�_ �. �z © �« . ._ �,f,y. � � . . � a«. .- <y�. a«w; . /` � � � � ^� � � � \ ` � � {^ \ ) . . a & � l� -� . . � . . # | � � ., } | . � / � . � � � ) _ ��� � � � . . . . �� � \ . �.y , . . ^ �� r \ � »» � . \ ���vs«2 MASON COUNTY PERMIT NO. "0�`'' 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 m Elma (360) 482-5269 On the web www.co.mason.wa.us APPLIC NT INFORMATION CONTRACTOR INFORMATION Owner ` ' r) /Jw; Company Name Mailing Address ,i, P,, Mailing Address City t .al ,, State ✓` / Zip Code 2 ' City— State Zip Code Phone ` c , V Other Ph. ,'. Phone Other Ph. Lien/Title Holder OwAZeQ -•< 124' Contractor Reg. —Exp. E mail address __ E Mail Address Drivers Lic. # DOB Drivers Lic. # DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. I r_ ter_ !24, i i,.�i,-) Fire District Legal Description Site Address (Please include street name, street number and city) Directions to site Will timber be cut and sold in parcel preparation?Yes/ No Is property within 200' of Saltwater Lake River/ Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs S15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New—Add—Alt— Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Describe Work No. of Bedrooms No. of Bathrooms Square Footage- 1st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make 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. OWNER /BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X 14 Owner/Owners Representative/Contractor (indicate which one) Date: . y— 1 SEP 14 2006 FOR OFFICIAL USE BEYOND THIS POINT Accepted by: GEbWR OFFICE: DEPARTMENTAL REVIEW A ROVED ENIED NOTES Building Department (/ Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee PlanningReview Fee Mechanical & Base fee _ Other Wood /Gas / Pellet Stove Fee State Fee Violation Fee ��- �S� Pre-Paid at Submittal Valuation $ TOTAL FEES t ba D � z3 v, IR � � a Ll :IF-Er El rri rri s O '� r 3 3 3 � p i � IIE AC4-- C i ROOFING 15#ROOFING PAPER 1/2"CDX PLYWOOD SHEETING 2"X 10"RAFTERS VENT BLOCK w/1/2"GAP AT BOTTOM FOR VENTELATION GUTTER CEDAR OR PREASURE TREARED FASCIA R-30 1NSULLATION 2"X 4"RAFTERS 5/8"GYP.WALL BD. 4'X 8'WINDOW VAPOR BARRIER. 2"X 6"STUDS @ 16 O.C. R-21 INSULLATION 1/2"GYP_WALL BD_ INFILTRATION BARRIER 5/8"PLYWOOD SIDING EXISTING FOUNDATION WALL 3/4"T&G,CDX PLYWOOD EXISTING 1"X 4"SUB-FLOOR EXISTING 2"X 10"JOISTS @ 24 O.C. -- - --�-- -_-_= 6 MIN. GRADE R-301NSULLATION 6 MIL.BLACK POLY.VAPOR BARRIER -- --------------- - �► - NORTH ELEVATION WALL SECTION SCALE - 3/411 = 11 2"X 10"RIDGE BOARD _ 2"X 6"SUPPORT 2"X 4"STUDS @ 16 0 2"X 4"STUDS @ 16 oc 2"X 10"RAFTERS ;2"X 10"RAFTERS VENT BLOCKS VENT BLOCKS I, 2"X6"STUDS @16o.c. 2"X 4"STUDS @ 16 oc 2"X 4"CEILING JOIST @ 16 o.c. - EXISTING RAFTERS CUT FLUSH 4'X8'P.W� R-30 INSULATION EXISTING 2"X 10"JOIST L SOUTH ELEVATION SCALE - 3/16" = 1' 2"X 6'SUPPORT---_ _ 2"X 4"STUDS @ 16 oc,` i / 2"X 4"STUDS @ 16 oc 2"X 1C"RAFTERS-----_ AFTERS — 2"X 10"RAFTERS VENT BLOCKS, VENT BLOCKS 1 2"X 4"STUDS @ 16 oc; 2"X 6"STUDS @ 16 o.c. �- 2"X 4"CEILING JOISTS @ 16 o.c. 4'X8'P.W. R-30 INSULATION EXISTING 2"X 10"JOISTS NORTH ELEVATION SCALE - 3/16" = 1 ' ARIAL VIEW SCALE - 3/16" = 1 ' NORTH -------------------- ------- ------ ----- -- - - - -- - --- ----------------------------------- -- ------------------------ ------------------------------------------------------------------------------------------------- I 1 1 I , 1 I 1 I JJJ ; I I ' I I 1 1 1 I 1 ' I 1 , 1 I � , 99 I I 1 I I I I I 1 I I I I I I I I I I I r ' , I I I I , -- ----- -- - ------------ --------- --; ..r---------- -- --- -- - - ----- i 2"X 10"RAFTERS @24"o.c. SUPPORT WALL w/2"x 4"STUDS @ 16"O.C. 2"X 10"RIDGE BOARD VENT BLOCKS 2"x 6"SUPPORT AW I I •, !I � it Ili it 9, i EXTERIOR WALL w/2"X 6"STUDS @ 16"O.C. 4'x 8'WINDOW OPENING WEST ELEVATION SCALE 3/16" = 1 ' 2"X 10"RIDGE BOARD i 2"x 6"SUPPORT SUPPORT WALL w/2"x 4"STUDS @ 16"O.C. 2"X 10"RAFTERS @24"o.c. VENT BLOCKS EXTERIOR WALL w/2"x 4"STUDS @ 16"O.C. � r N, 3° - L�'k. u I 4. v EAST ELEVATION SCALE - 3/1611 = 1 ' Page 1 of 1 oil III IU P Ii C ?gip; 7' file://Q:\Documents\200605\BCC20060.007\1\251%20BELFAIR%20MANOR%204-25-... 11/30/2007 Page 1 of 1 � t ,3 a file://Q:\Documents\200605\BCC20060.007\1\251%20BELFAIR%20MANOR%204-25-... 11/30/2007 f " x Y e •e � aVOW* d, '3`' '�...» .. � r< � �•3.� of �� ;;e • a. a N ••, � v l'P �•o � i "SIC... •.�� +a • p. • s .• a .. -., --. � t Y p o • 161 *W h i Page 1 of 1 s , ; 47~ ww n the ti. .. This or 0 j file://Q:\Documents\200605\BCC20060.007\1\251 /o20BELFAIR/o20MANOR/o204-25-... 11/30/2007 Pagc 1 o f 1 K� ✓✓r 1.. a f i �X6 e of 9 f fi� 1� file://Q:\Documents\200605\BCC20060.007\1\251%20BELFAIR%20MANOR%204-25-... 11/3 0/2007 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/VIAQ Compliance Application Owner: Telephone: Parcel#: Type of project ( ) New Residence O Addition ( ) Remodel Total Sq. Ft. 1 Floor: 2 floor: Heated Basement: of heated area:: Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnace O Boiler, specify fuel type: O Other:Specify a + 1 Glazing O Prescriptive Option see reverse side circle one: 1 II IV Percentage: Compliance Method O Component Performance , Chapter 5— Calculation worksheets required o/ Check one:: o O Systems analysis, Chapter 4 O Whole House Ventilation system O Whole House Ventilation using a Heat Ventilation using exhaust fans&window or wall fresh air Recovery Ventilation System (vrAQ 303.4.4) System vents (i7AQ 303.4.1) Check one O Whole House Ventilation Integrated O Whole House Ventilation using an inline With a Forced Air System (MQ 303.4.2) supply fan. vraQ 303.4.3) Window & Door Schedule (if needed, attach an additional sheet) Total Manufacturer Room/location U-Factor Size Quantity Square Feet Windows: ipznr� r b P Windows: Total Sq. ft. a Doors: Doors: Total Sq. Ft Total window and door area Total window & door area /(divided by) total sq.ft of heated area = %of glazing MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Permit Assistance Center SHELTON (360) 427-9670 BELFAIR(360)2754467 Elma (360)482-5269 FAx: (360) 427-7798 WEB SITE: www.co.mason.wa.us P.O. Box 186, SHELTON 98584 2004 Washington State Energy Code (WSEC) 2003 Ventilation and Indoor Air Quality Code (VIAQ) effective July 1, 2004 Code Compliance Application Form The following Information will be required for the WSEC and VIAQ plan review: 1. Complete the Washington State Energy Code/Ventilation and Indoor Air Quality Code (WSECNIAQ)application located on the reverse side. 2. Complete the window and door schedule on the reverse side. Include all windows, skylights, sliding glass doors, french doors and any door that is more than 50% glass. Use rough opening dimensions of the windows and doors. Information about the U-factor of the window will also help to expedite the energy code review. If you are complying with the WSEC by prescriptive path and are using the area weighted average method you must include your calculations. 3. On your building plans note the location and fuel type of water heater, location of exhaust fans (bathroom, laundry, kitchen, etc.) and R-factor of insulation proposed for walls, floors, ceilings and slabs, 4. Questions? Call Mason County Community Development at (360) 427-9670 ext. 352. Additional WSEC and VIAQ compliance information is available on the internet at: http✓/www.energy.wsu.edu/code/ Prescriptive Requirements 0-1for Group R Occupancy Climate Zone 1, Table 6-1 Glazing Glazing U-factor Wall Wall Wall Area % of �OOf Ceiling Vaulted Above interior° exterior Slab4 Option Floor „ U- 2 Ceiling3 Grade below ° Below Floors on o Vertical Overhead Factors 12 grade Grade Grade I 12% .35 .58 .20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 II* 15%* .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 IV Unlimited Single Family Res .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 (R-3)Only *Reference Case/Call (360)427-9670 ext.352 for footnote information. Log&solid timber wall with a min.avg.thickness of 3.5"are exempt from the above grade wall Insulation requirements. 06/18/200B 08:03 3608718660 ROCK ENGINEERING PAGE 01 Rods Engineering 3525 Surrey Ct SE, Port Orchard, WA 98366 Phone: (360) 871-8660 Fax: (360)871-8660 E-mail richard.rock@wavecable.com ,CHARD,¢ G�o�w.4s� June 18, 2008 To, Mason County Build Dept Fax 360-427-7798 Attention Rich Phone 360-427-9670 x595 Subject. Dave & Suzie McDonie Addition EXPIAT 01.09. 251 NE Belfair Manor Dr �~ Belfair, WA 98528 Permit No. BLD2008-01689 Ref(a) Engineering for Dave & Suzie McDonie Addition by Rock Engineering dtd 12 Oct 2007 Reference (a) provided engineering for the subject structure but did not explicitly state the design loads. The addition is designed to 25 psf snow load, seismic zone D2 and 85 mph wind exposure B. As stated in reference (a) "Since the new addition is braced on both sides and the rear by the existing structure, a lateral analysis is not provided". The existing structure is therefore assumed to be adequate for the wind and seismic loads based on prescriptive requirements for the original structure. The addition does not significantly increase the lateral loads on the existing structure. Sincerely N5 MUST BE TH�N THE �pB SITE C. Richard Rock, PE FOR iNSpECT10N• Rack Engineering 3525 Surrey Ct SE, Port Orchard, WA 98366 `Gf�APO Phone: (360)871-8660 Fax: (360)871-8660 t RYAS Q E-mail richard.rock@wavecable.com October 12, 2007 Subject : Dave and Suzie McDonie Addition i 251 NE Belfair Manor Dr 0 4 4�Ep Belfair, WA 98528 /4 iSfoNAL ' Encl: (1) Owner Provided drawings of Addition EXPIRES 01-09- (2) StruCalc Printout for Existing and New Rafters The subject addition is shown in drawings provided by the owner/builder in enclosure(1). This letter provides engineering for the supports to the existing roof structure and foundation requirements under the portion of the new front bearing wall that were not supported on an existing foundation. The addition is to have 2x6 16" oc standard framed walls to prescriptive requirements and 2x10 rafters 24"oc. The non-standard framing of the roof is that the rafters are supported by blocking to the existing roof and that the rafters have been spliced at mid span. Analysis of the existing 2x6 framed roof shows that it is inadequate to support the weight of the new framed roof as shown in enclosure(1)without additional stiffening. Per enclosure(2) the 2x6 framing 24" oc is adequate if each rafter has an additional 2x6 nailed to it to double the strength. The new rafters are to be attached to the existing rafters with two rows of minimum 1 Od nails 6" oc. The new rafters may be ended a maximum of 9" short of the bearing wall and ridge board. The new 2x6 rafters must be a single piece of No. 2 or better BF or DF lumber approximately 9 ft long and may not be spliced. Due to possible interferences in the existing roof, the new rafters may extend a maximum of/z" below the existing rafters. Where the new rafters are braced to the extended roof for the stairwell, the rafters and bracing are adequate without modification because of the bearing walls on both sides of the stairway. The 2x10 spliced rafters in the new roof are adequate with a minimum 3'- " overlap and two rows of 10d nails 6" oc in the overlap. 16d nails are acceptable. The foundation footing under the new section of bearing wall in the front must be a minimum of 12" wide and 6"to provide less than 1500 psf soil loading. The framing shall be attached to the foundation per prescriptive requirement of 2006 IRC_ All other framing and building requirements are to be per prescriptive requirement of 2006 IRC. Since the new addition is braced by existing structure on both sides and the rear, a lateral analysis is not provided. C. Richard Rock, PE THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION Multi-Span Roof Beamf 2006 International Buildinq Code(05 NDS) )Ver. 7.01.12 Bv: C. Richard Rock, Rock Engineering on: 10-12-2007 : 10:11:30 AM Project: SKOGAN-Location: New Rafter Overframe Front Summary: 1.5 IN x 9.25 IN x 16.0 FT(6+ 10)/#2-Hem-Fir-Dry Use Section Adequate By: 42.2% Controlling Factor. Section Modulus!Depth Required 7.76 In Left Span Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD-Left= -0.01 IN= U5938 Total Load: TLD-Left= -0.01 IN=U5075 Center span Deflections: Dead Load: DLD-Center= 0.03 IN Live Load: LLD-Center= 0.06 IN = U2179 Total Load: TLD-Center- 0.08 IN=U1487 Left End Reactions(Support A): Live Load: LL-Rxn-A= 136 LB Dead Load: DL-Rxn-A= 38 LB Total Load: TL-Rxn-A= 174 LB Desian For Uplift Loads(Includes Uplift Factor of Safetv) Rxn-A-min= -40 LB Bearing Lenqth Required(Beam only, support capacity not checked): BL-A= 0.29 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 527 LB Dead Load: DL-Rxn-B= 280 LB Total Load: TL-Rxn-B= 807 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-B= 1.33 IN Center span Riqht End Reactions(Support C): Live Load: LL-Rxn-C= 211 LB Dead Load: DL-Rxn-C= 108 LB Total Load: TL-Rxn-C= 319 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-C= 0.52 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 6.0 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 6.0 FT Center span Lenqth: L2= 10.0 FT Center span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Live Load Duration Factor. Cd= 1.15 Pitch Of Roof. RP= 0. : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Left Span Loading: Uniform Load: Roof Live Load: RLL-1= 25.0 PSF Roof Dead Load: RDL-1= 12.0 PSF Roof Tributary Width Side One: Trib-1-1= 1.0 FT Roof Tributary Width Side Two: Trib-2-1= 1.0 FT Beam Self Weight: BSW= 3 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 50 PLF Total Dead Load (Adjusted for Roof Pitch): wD-1= 24 PLF Total Load: wT-1= 77 PLF Center span Loading: Uniform Load: Roof Live Load: RLL-2= 25.0 PSF Roof Dead Load: RDL-2= 12.0 PSF Roof Tributary Width Side One: Trib-1-2= 1.0 FT Roof Tributary Width Side Two: Trib-.2-2= 1.0 FT Beam Self Weight: BSW= 3 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 50 PLF Total Dead Load(Adjusted for Roof Pitch): wD-2= 24 PLF Total Load: wT-2= 77 PLF Properties For: #2-Hem-Fir Bendinq Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticitv: E= 1300000 PSI Adjusted Modulus of Elasticitv: E-Min= 470000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 580 PSI Adjustment Factors: Cd=1.15 CI=0.54 CF=1.10 FV Fv'= 173 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= -728 FT-LB Page: 2 Multi-Span Roof Beam(2006 International Buildinq Code(05 NDS)1 Ver. 7.01.12 By: C_ Richard Rock, Rock Engineering on: 10-12-2007: 10:11:30 AM Project: SKOGAN-Location: New Rafter Overframe Front Over left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controllinq Shear: V= 402 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining ail dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 15.05 IN3 S= 21.39 IN3 Area(Shear): Areq= 3.50 IN2 A= 13.88 IN2 Moment of Inertia(Deflection): Ireq= 11.97 IN4 1= 98.93 IN4 I Multi-Span Roof Beam(2006 International Building Code(05 NDS)1 Ver: 7.01.12 By: C. Richard Rock, Rock Engineering on: 10-12-2007: 10:10:34 AM Proiect: SKOGAN-Location: New Rafter Overframe Rear Summary: 1.5 IN x 9.25 IN x 16.0 FT(7.5+8.5)/#2-Hem-Fir-Dry Use Section Adequate By: 88.6% Controlling Factor. Section Modulus/Depth Required 6.74 In Left Span Deflections: Dead Load., DLD-Left= 0.00 IN Live Load: LLD-Left= 0.02 IN=U4511 Total Load: TLD-Left= 0.02 IN=Ll3644 Center span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center= 0.03 IN=U3265 Total Load: TLD-Center- 0.04 IN=LP2389 Left End Reactions(Support A): Live Load: LL4:bm-A= 166 LB Dead Load: DL-Rxn-A= 71 LB Total Load: TL-Rxn-A= 237 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.39 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 502 LB Dead Load: DL-Rxn-B= 267 LB Total Load: TL-Rxn-B= 768 LB Bearnq Length Required(Beam only, support capacity not checked): BL-B= 1.26 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C= 184 LB Dead Load: DL-Rxn-C= 88 LB Total Load: TL-Rxn-C= 272 LB Bearing Length Required(Beam only, support capacity not checked): BL-C= 0.45 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 7.5 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 7.5 FT Center span Length: L2= 8.5 FT Center span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 8.5 FT Live Load Duration Factor. Cd= 1.15 Pitch Of Roof: RP= 0. : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Left Span Loading: Uniform Load: Roof Live Load: RLL-1= 25.0 PSF Roof Dead Load: RDL-1= 12.0 PSF Roof Tributary Width Side One: Trib-1-1= 1.0 FT Roof Tributary Width Side Two: Trib-2-1= 1.0 FT Beam Self Weight: BSW= 3 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 50 PLF Total Dead Load(Adjusted for Roof Pitch): wD-1= 24 PLF Total Load: wT-1= 77 PLF Center span Loading.- Uniform Load: Roof Live Load: RLL-2= 25.0 PSF Roof Dead Load: RDL-2= 12.0 PSF Roof Tributary Width Side One: Trib-1-2= 1.0 FT Roof Tributary Width Side Two: Trib-2-2= 1.0 FT Beam Self Weight: BSW= 3 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 50 PLF Total Dead Load (Adjusted for Roof Pitch): wD-2= 24 PLF Total Load: wT-2= 77 PLF Properties For. #2-Hem-Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Adjusted Modulus of Elasticity: E-Min= 470000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 656 PSI Adjustment Factors: Cd=1.15 CI=0.61 CF=1.10 Fv': Fv'= 173 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= -620 FT-LB Over left support of span 2(Center Span) Page: 2 Mufti-Span Roof Beam(2006 International Buildinq Code(05 NDS)i Ver. 7.01.12 By: C. Richard Rock, Rock Engineering on: 10-12-2007: 10:10:34 AM Project: SKOGAN-Location: New Rafter Overframe Rear Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controllinq Shear. V= 340 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus(Moment). Sreq= 11.34 IN3 S= 21.39 IN3 Area (Shear): Areq= 2.96 IN2 A= 13.88 IN2 Moment of Inertia(Deflection): Ireq= 7.45 IN4 1= 98.93 IN4 Multi-Span Roof Beam(2006 International Building Code(05 NDS))Ver: 7.01.12 By: C. Richard Rock, Rock Engineering on: 10-12-2007 : 10:12:20 AM Project SKOGAN-Location: Existing Rafters front(Doubled) Summary: ( 2) 1.5 IN x 5.5 IN x 10.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By: 9.7% Controlling Factor: Section Modulus!Depth Required 5.25 In Center Span Deflections: Dead Load: DLD-Center- 0.17 IN Live Load: LLD-Center- 0.18 IN=U668 Total Load: TLD-Center- 0.35 IN=U344 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 140 LB Dead Load: DL-Rxn-A= 188 LB Total Load: TL-Rxn-A= 328 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.18 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 210 LB Dead Load: DL-Rxn-B= 223 LB Total Load: TL-Rxn-B= 433 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.23 IN Beam Data: Center Span Length: L2= 10.0 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Live Load Duration Factor: Cd= 1.15 Pitch Of Roof RP= 0. : 12 Live Load Deflect Criteria: L! 240 Total Load Deflect. Criteria: L/ 180 Center Span Loading: Uniform Load: Roof Live Load: RLL-2= 0.0 PSF Roof Dead Load: RDL-2= 10.0 PSF Roof Tributary Width Side One: Trib-1-2= 1.0 FT Roof Tributary Width Side Two: Trib-2-2= 1.0 FT Beam Self Weight: BSW= 4 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 0 PLF Total Dead Load(Adjusted for Roof Pitch): wD-2= 20 PLF Total Load: wT-2= 24 PLF Point Load Live Load: PL-2= 350 LB Jar; c Dead Load: PD-2= 176 LB Location(From left end of span): X-2= 6.0 FT Properties For.#2-Douglas-Fir-Larch u -f Bending Stress: Fb= 900 PSI Shear Stress: Fv-- 180 PSI Modulus of Elasticity: E= 1600000 PSI Adjusted Modulus of Elasticity: E-Min= 580000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1346 PSI Adjustment Factors: Cd=1.15 CF=1.30 FY: FV= 207 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1545 FT-LB 6.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 424 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections.- Section Modulus(Moment): Sreq= 13.78 IN3 S= 15.13 IN3 Area(Shear): Areq= 3.07 IN2 A= 16.50 IN2 Moment of Inertia(Deflection): Ireq= 21.79 IN4 1= 41.59 IN4 Multi-Span Roof Beam(2006 International Buildinq Code(05 NDS))Ver. 7.01.12 BY: C. Richard Rock, Rock Engineering on: 10-12-2007 : 10.13:18 AM Project SKOGAN-Location: Existing Rafters Rear(Doubled) Summary: ( 2 ) 1.5 IN x 5.5 IN x 10.0 FT /#2-Douglas-Fir-Larch-Dry Use Section Adequate By: 2.0% Controlling Factor: Section Modulus/Depth Required 5.45 In Center Span Deflections: Dead Load: DLD-Center- 0.18 IN Live Load: LLD-Center- 0.19 IN = U632 Total Load: TLD-Center- 0.37 IN= U325 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 126 LB Dead Load: DL-Rxn-A= 185 LB Total Load: TL-Rxn-A= 310 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.17 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 377 LB Dead Load: DL-Rxn-B= 318 LB Total Load: TL-Rxn-B= 695 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.37 IN Beam Data: Center Span Length: L2= 10.0 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Live Load Duration Factor: Cd= 1.15 Pitch Of Roof: RP= 0. 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Center Span Loading: Uniform Load: Roof Live Load: RLL-2= 0.0 PSF Roof Dead Load: RDL-2= 10.0 PSF Roof Tributary Width Side One: Trib-1-2= 1.0 FT Roof Tributary Width Side Two: Trib-2-2= 1.0 FT Beam Self Weight: BSW= 4 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 0 PLF Total Dead Load (Adjusted for Roof Pitch): wD-2= 20 PLF Total Load: wT-2= 24 PLF Point Load Live Load: PL-2= 502 LB Dead Load: PD-2= 267 LB Location(From left end of span): X-2= 7.5 FT Properties For: #2-Douglas-Fir-Larch Bendinq Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Adjusted Modulus of Elasticity: E-Min= 580000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1346 PSI Adjustment Factors: Cd=1.15 CF=1.30 FV: Fv'= 207 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 1663 FT-LB 7.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 685 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 14.83 IN3 S= 15.13 IN3 Area(Shear): Areq= 4.97 IN2 A= 16.50 IN2 Moment of Inertia(Deflection): Ireq= 23.04 IN4 1= 41.59 IN4 r �l 3° PL-/,7i t jl� i za Z0o& -a/681 W"VI C�c•-j 6dX z l �/ La L,,�co.. aI � P low �1C�oN� Z- - iz coNwf<I�� w a ARIAL VIEW � -- — NEW WALL 5CALE - 5/16" = 1 NORTH —� RECEIVED EXISTING FOUNDATION • I ,SUN 12 200 --- — -� { / THESE PLAN : MUST 3E �/1 f/ F- � 1 r�vpd AJ S Ieq l -S /`bay-j ON THE JUG DITE SE15 , OFFiCt p Foj� INSPECTION S 4&��A co, Fly- P Rio o In v�C MUST .ME7T A'L CURRENT EX15TI NG WALL / EX15T1 N19A W6 i o.4 s o:. E CODES CHANGES SUBMIT CHANGES FOR APPROVAL PRIfOR TO atRFORMING WORK EXISTING WALL � 2006 IRC Braced Wall Panel Requirements Exterior Braced Wall Panel,4'0"min.(R602.10.3)-BWP l , Alternate Braced Wall Panel,27 min.(R602.10.6.1)-ABP Interior Braced Wall Panel,dim.vary(R602.10.3)-IBWP Attaching newfoundation to existing foundation requires rebar be embedded into Portal Frame Panel, min. 16"/24"(R602.10.6.2)-PFP existing foundation minimum 3" and secured using epoxy grout, inspector needs to witness cleaning of holes and placement of rebar. See attached details for additional information • 4cf d ►tss o'Ij THESE PLANS MUST BE4 MUST MEET ALL CURRENT ON THE JOB SITE p /�Q ✓1Tv-el �o WASHINGTON SA`i E CODES F INSPECTION. 7 / / f O 1� G S� G/"e,,_ CHANGES ---� _ /+ FOR APPROVAL SUBMIT CHANGES — k RMING WORK P ggg PRIOR TO �_ - _ r __. -v 2"X 6"51-11-POPT 2"X 4"STUDS 016 oc I � ,i I <• J r 1 , 2"X 10"RAFTERS y { I ' F 2"X 4"5TUD5 0 16 oc VENT BLOCKS 2"X 10"RAFTERS A. VENT BLOCKS V'E 2"X 4"STUDS CcD 16 oc a F 2"X 6"5TUD5 @ 16 o.c. j 2"X 4"CEILING JOISTS @ 16 o.c. 4 C ( ,/f�i i 4'X 6 P.W. Z4' 0 G , I i., -� I K-30 INSULATION 9�r / I EXISTING 2"X 10"JOISTS �-i'\to � zo-U --- - - - 3z NORTH ELEVATION I A continuous foundation is required SCALE - 3/16" _ around the entire perimeter of 5— + the structure. 7 1 MUST MEET ALL CURRENT THESE THE JOB SSIT BE CHANGES WASHINGTON S-N-Ai E CODES FOR INSPECTION. SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK 2"X 10"RIDGE BOARD 2"X 6"5UPPORT 2"X 4"5TUD5 016 oc y, 2"X 4"5TUD5 0 l(o oc 2"X 10"RAFTER5 " ` -~� . a -�..-. �'" 2"X 10"RAFTERS VENT BLOCKS T ' VENT BLOCKS 2"X6"5TUD5 LLD 16o.c. q Mel 2"X 4"5TUD5 @ 16 oc .. ;=, �` 2' X 4"CEILING J015T 016 o.c. EXI5TING RAFTER5_ � - � a�.� �d CUT FLUSH h - 4'X 8'P.W. R-30 1N5ULATION - ' -. %r 150 Sq Ft EXI5TING 2"X 10"JOISTS — — tE x x �a g ggg r F'r' t` g_' '�'°� rr e .',-e.^a �'p � y*` SOUTH ELEVATION SCALE - 3/16" = 1' Acontinuous foundation is re�1a0i � end the entire perictet 1 `7 d THESE PLANS MUST BE M 1 7U ON THE JOB SITE 1NASI IIPiG I"Ot�i UST MEET ALL_.; E CODES CURRENT _ ? / FOR INSPECTION. CHANGES � E 3— SUBMIT CHANGES FOR APPROVAL -71> TO PERFORMING WORT( 2"X 10"KAFTER5 924"ox. 2"X 10"RIDGE BOARD 5UPPORT WALL w/2"x 4' 5TUD5 @ 16"D.G. VENT BLOCKS 2"x 6"5UPPORT _ 1 } ;t.. 4 , r' I 1 1 I 1 � II I . f, I � N I i i .I I _ 1. - till ^� �J - W ] ..,. x r. ..,,.. k�.7 F �4rw.+.- +.. -_..._._ "_`i_. ..:":...•... .,...:.-- ...-, .:,:;._.....,..�_,.- _._ :-:..�.. .., .-�.: '-: ._: ._ems :.. �:. - [I I.. I I ' ,. -.. - -_ _.. --_•_--._��:_ -tom- _._.._ _._.�. :. ,i. __ :. _ y r.5:� "' I 7.._: EXTERIOR WALL w/2"X 6"5TU05 016"O.C. .� �4 _ __`,. ���"".;.�_= ��� �' ;a.•= _ 4'x&WINDOW OPENING A continuous foundation is require around the entire perimeter of the structure. 10M UM WEST ELEVATION rz'i x�`' �� ^�' SCALE 3116" = 1' e MUST MEET CHANGES WASMNGTOi' , ECODES THESE PLANS MUST BE SUBMIT CHANGES FOR APPROVAL ON THE JOB SITE PRIOR TO PERFORMING WORK FOR INSPECTION. / 2"X 10"RIDGE BOARD 2"x 6"SUPPORT SUPPORT WALL w/2"x 4"STUD5 @ 10"O.C. _ 2"X 10"RAFTER5 024"O.O. VENT 13LOCK5 f. EXTERIOR WALL w/2"x 4"5TUD5 016"O.C. '. i :. � x- ^^- .+3+.zt". „w-'-.---�^«:'-> '* -k�—sue'-,•-- �-"��r--i'- 'd""^y'-. „ r- -- - - - �yt , -...-...,gin..+ $ „ f C� V . .. _ }_ J, 1 i�continuous foundation is required gtound the entire perimeter of EAST ELEVATION the stmClUrC. 5GALE - 5/16 M THESE PLAND MUST BE MUST MEET ALA _ ^ "ENT ON THE JOB SITE WASHINGTON S E CODE POR INSPECTION ARIAL VIEW - - G NORTH -� 5CALE - 3116" = 1------------- ' � 1 I I RcINp4 fill Ell r r 1 r i I r ` I , r S C � I yI1 , 1 , r ; , I I I ' t 1 , r j I r 1 , , : i I k _ I I 1 r r I rl I r t I i I I I I . ' r : I I J 1 r 1 1 1 V,� L� � MUST MEETAL `;;`SENT WASHING o ON S,.,,E CODES THESE PLAN,, MUST BE ROOFING ON THE JOB SITE FOR INSPECTION 15#ROOFING PAPER e� 1/2"CDX PLYWOOD 5HEETING 2"X 10"KAFTER5 CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK VENT 5LOCK w1112"GAP AT JIQ N� .'ls BC DOTTOM FOP,VENTELATION �� D�/S ►~$ �•K:� " GUTTER 1r, �Q4 VE r15 qFt. 0) e°n AT1 4 ` CEDAR OR PKEA5URE TREARED FA5CIA R-30 INSULLATION j. 2"X 4"RAFTEKS - ---------- 5/8"GYP.WALL DD./ ,y/ 91 �� . �y /,4'X6'WINDOW � 9- pa- ldI lai . VAPOR DARRIEK 2"X 6"5TU115 016 O.C. AK R-21 IN51-ILLATION 1/2"GYP.WALL DD. INFILTRATION 13AKKIER S / .14 . 5/8"PLYWOOD 51DING 4,d �a L 4(-41,tJk/(f4, /'Q qq u i et N-.c r..4f , ed L , EXISTING FOUNDATION W 660n is requix 3/4"T&G,CDX PLYWOOD f Y" A continuous oun EX15TING 1"X 4"SLID-FLOOK around the entire peximetex of �t2e structure EXISTING 2"X 10"J015T5 @ 24 O.C. �- 6" MIN. GKADE R-30 INSULLATION - 6 MIL. DLACK POLY.VAPOR BAKKIER WASHINGTON STATE ENERGY CODE WSEC Compliance Method: Prescriptive Path—Option IV Type of Heat: `f )N WALL 5 E CTI O N Glazing(windows, includin ss doors)maximum U-Factor: U-.35 Doors: U-.20 or less(solid core wood or equivalent) Nall Insulation:R-21 Floor Insulation:R-30 ) Ceiling Insulation: R-38 Slab Insulation: R-10 /��) L ault Insulation: R-30(max.500 st) Skylight maximum U-Factor:.58 qi Comments: ` W SITE /)-3-39 qo COPY C UST BE 40- THVSF THENb SITE � �d' �` ON SPECTION' FOR iN MUST MEET ,-. - " nENT. WASFIi�:U ON� �.. E CODS Documents attac d to approved plans: CHANGES Ci—� SUBMIT CHANGES FOR APPROVAL Plan review list: P PRIOR TO PERFORMING WORK Engineering-�X'N Lateral ertic Number of pages VENT AT 1 Sq Ft Per 150 Sg Ff A continuous foundation is required around the entire perimeter of the structure. APPM®VED MASON BUILDING INSPECTOR CHAN SUB1+CT TO DPP OVA DALE (�