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Home My WebLink AboutBLD2015-00510 Deck, Rails - BLD Application - 6/24/2015 A$°N Cam°� MASON COUNTY Permit Nol[&�DI b019 �b DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE NARSHAL (360) 427-9670 Shelton ext. 352 _-_— http•//www.co.mason.wa.us/community dev/ (360) 275-4467 Belfair ext. 352 .54 426 W Cedar Street, Shelton WA 98584 (360) 482-5269 Elma ext. 352 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: T - r �'e ' NAME: Uog OS l 6w S w NAME: Q MAILING ADDRESS: ZII q- il} CLtF/' MAILING ADDRESS: y R3ooc lei CITY: STATE: ZIP: `S `-I CITY:$ll�u�3�J STATE: (,uh- ZIP: -t 8 S b PHONE:, 6I3--082 3 CELL: PHONE: )(,0- Z 2 i-(.4 Q)CELL: EMAIL: EMAIL : L&I REG# U CONTACT : OWNER ❑ CONTRACTO10C BELOW ❑ NAME: MAILING ADD CITY: STATE: ZIP: PHO CELL: EMAIL: PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) S Z 12-j<--O _d FIRE DISTRICT LEGAL DESCRIPTION�ABBREVIATED) SITE ADDRESS 'LI " tLLi FF CITY L LAi- DIRECTIONS TO SITE ADDRESS IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE ❑ RIVER/CREEK 0 PO D WETLAND SEASONAL RUNOFF ❑ STREAM ❑ -DOES PROPERTY HAVE SLOPE(S)WITHIN 0 T O PROJECT- -A THAN 14% YES[] NO ❑ TYPE OF JOB: NEW ❑ ADDITI0 ALT TION ❑ Al OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) IS USE: PRIMARY ❑ SEASONAL NUMBER OF BEDR NUMBER OF BATHROOMS DESCRIBE WORK , n 19L n) SQUARE FOOTAGE: 1ST FLOOR sq. ft. 2ND F sq. ft. 3 iLOOR sq. ft. BASEMENT sq.ft. DECK_ COVERED C sq.ft. STO GE sq.ft. OTHER sq.ft. GARAGE sq. TTAC DETACHJJ4,,0 'CARPORT sq.ft. ATTACHED ❑ DETACHED ❑ MAN ACTURED FORMAT>6Q *4 COPIES OF THE FLOOR PLAN REQUIRED MAI MODEL ` YEAR LENGTH WID RO S BATHS SERIAL NUMBER OWN NR acknowledges th ubmission 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 or owner's legal representative. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or legal representative, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) 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 OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) Signature of OWNER Date DEPARTMENTAL REVIEW APPROVE DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL "tr,'rt °frrp, 4FEE18` ''"YI °�xa OIlIAVAi7AyTIONt t a .. *I, t BUILDING PERMIT FEE FIRE ACCESS AND GRADE PLAN REVIEW GEO-TECH REVIEW PLUMBING&BASE FEE STORMWATER REVIEW MECHANICAL&BASE FEE TOTAL FEES WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE PLANNING REVIEW FEE g� VIOLATION FEE '�ti •.ts a t� s.p' �� i�v" � r �'W�f"��,""'r': "�iM �h;'��r �rS��n: y �'' G,i r :r i i ryu �;� a �r �tl u��' P ,} oN cotr ��A't MASON COUNTY Permit No-161 aol�/ 001,10 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL (360) 427-9670 Shelton ext. 352 -_ http://www.co.mason.wa.us/community dev/ (360) 275-4467 Belfair ext. 352 Cedar Street, Shelton WA 98584 (360) 482-5269 Elma ext. 352 BUILDING PERMIT APPLICATION �D �rul�li PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: �OSIFtiSG`ril NAME: ` � t- °�, C� � �� ria1 MAILING ADDRESS: LII 'Z C+ CL.�i=i. MAILING ADDRESS: c) gox ll5.Gq 1 I CITY: STATE: ZIP: 1 '5-bq CITY:Sl y i�J STATE: LV A- ZIP: `1 b S PIONE-, (� —D 3 CELL: PHONE: 3(,,0- Z 2 i—Cci car)CELL: - EMAIL: EMAIL : L&I REG#S2*jJIL-)SO-2_ EXP. // / 9 //`-V4� CONTACT : OWNER ❑ CONTRACTOR BELOW ❑ NAME: MAILING ADDRESS: CITY: STATE: ZIP: PHONE: CELL: EMAIL: PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) � � 2 7�C`� 'd0 `f FIRE DISTRICT LEGAL DESCRIPTIONJABBREVIATED) : "Zf �r- SITEADDRESS cL "c-LFq- CITY DIRECTIONS TO SITE ADDRESS IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO ❑ TYPE OF JOB: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIRX OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.)_ +f,L IS USE: PRIMARY ❑ SEASONAL ❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS DESCRIBE WORK, Q��3(;� `{�1�Ci� �nh� 'j t-y�S�Q1r^�tS SQUARE FOOTAGE: 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq, ft. BASEMENT sq.ft. DECK sq. ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq. ft. ATTACHED ❑ DETACHED ❑ CARPORT sq.ft. ATTACHED ❑ DETACHED ❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF TITE FLOOR PLAN REQUIRED MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER acknowledges that 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 or owner's legal representative. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or legal representative, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) 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 OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42)/ Signature of OWNER Date DEPARTMENTAL REVIEW APPROVE DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL FEES' `s `<TOTAIi:VALUATION: '� BUILDING PERMIT FEE FIRE ACCESS AND GRADE PLAN REVIEW GEO-TECH REVIEW PLUMBING&BASE FEE STORMWATER REVIEW MECHANICAL&BASE FEE TOTAL FEES WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE PLANNING REVIEW FEE VIOLATION FEE Project: Page Michael n / Location: Uniformly Loaded Floor Beam 1 i Mason County Uniformly Loaded Floor Beam 426 W Cedar Street of [2009 International Building Code(2005 NDS)] Shelton,WA 98584 3.5 IN x 9.25 IN x 12.0 FT StruCalc Version 8.0.113.0 7/30/2015 3:02:35 PM #1 -Hem-Fir(North)-Dry Use LOADING DIAGRAM Section Adequate By: 77.2% Controlling Factor:Moment DEFLECTIONS Center Live Load 0.15 IN U950 Dead Load 0.05 in Total Load 0.20 IN U729 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A $ Live Load 720 lb 720 lb Dead Load 219 lb 219 lb Total Load 939 lb 939 lb Bearing Length 0.66 in 0.66 in +z n BEAM DATA Center Span Length 12 ft Unbraced Length-Top 0 ft Floor Duration Factor 1.00 FLOOR LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROPERTIES Floor Live Load FLL= 40 psf 40 psf #1 -Hem-Fir(North) Floor Dead Load FDL= 10 psf 10 psf Base Values Adjusted Floor Tributary Width FTW= 3 ft 0 ft = Bending Stress: Fb= 1000 psi Fb'= 1200 psi Wall Load WALL 0 plf Cd=1.00 CF=1.20 BEAM LOADING Shear Stress: Fv= 145 psi Fv'= 145 psi Beam Total Live Load: wL= 120 plf Cd=1.00 Beam Total Dead Load: wD= 30 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Beam Self Weight: BSW= 6 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Total Maximum Load: wT= 156 plf Comp.-L to Grain: Fc---= 405 psi Fc--L = 405 psi Controlling Moment: 2816 ft-lb 6.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 826 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: RecCd Provided Section Modulus: 28.16 in3 49.91 in3 Area(Shear): 8.55 in2 32.38 in2 Moment of Inertia(deflection): 87.47 in4 230.84 in4 Moment: 2816 ft-lb 4991 ft-lb Shear: 826lb 3130lb BUILDING CHANGES MUST MEET ALL CURRENT SUBMIT CHANGES FOR APPROVAL t. WASHINGTON STATE CODES PRIOR TO PERFORMING WORK v V\ Ole THESE PLANS MUST BE ON THE JOB SITE SST FOR INSPECTION �o,�� o✓� UNHEATED pqy,� 1--- i CHANGES O � G SUBMIT CHANGES FOR APPROVAL __ __✓__..-_ __-- PRIOR TO PERFORMING WORK THESE PLANS MU`7 BE oor ON THE JOB Si f E 1-7 S`� V'> FOWINSPECTION MUST MEET ALL CURRENT WASHINGTON STATE CODES c>u �(jc7r�. T�1T1�i 1^ (,�lr°►l-l- 2 m 21, Sys�r-- THESE PLANS ;',US( L' CHANGES � ONI�HEJOE3Sill FOR INSPECTION SUBMIT CHANGES FOR APPROVAL. PRIOR TO PERFORMING WORK �-- F2 T Nj CHANGE ` PRIOR-10 PERFORMING WORN THESE PLANS MUST 3E MUST MEET ALI .'.jRRENT ON 1-1 IF JOB SIl E WASHINGTON STALE CODES FOIL INSPECT liON 1 ' 4ek 4, F1 L E co ply A�r�ST MEET Aft CURRENT ''' ` ' LoUE �..H A6G E� S SU3i'i I CHAMG FS FOR APPROVAL PRIOR TO PERtGRn,11NG WORK r a .— s. _ THESE PANS t�'!(JST BE Ji l r R U C u ` FOR INSPEcrION Documants attache; to approved plans: Site Plan Nn Plan review checklist: o'— Pages Engineering: Y f' Lam,r, 1'.� Number of pages —5 REVIEWED FOR CODE COMPLIANCE MASON COUNTY BUILDING DEPARTMENT d , i Date - ��N Mason County Building Department Residential Deck, Stair, Landing and Guard Detail Guard installed on all decks over 30"above grade. The greatest riser and the greatest stair Spaced so a 4"sphere Vertical Pickets at handrail tread shall not exceed the cannot pass through. smallest by more than 3/8." Graspable handrail on all stairways with 4 or i more risers. Not less than 34'and not more than 38" vertically from nose of tread or walking surface. Nfinimum ., Guard Height • 36" Handrail ends shall be returned or shall terminate in newel) .{ posts or safety k t terminals. I Er-3 i t ' Ledger at wall: 10"min. 1 Indicate foist size/saacina Decks shall be Stair nosing not less than positively anchored 3/4"but not more than for lateral&vertical 1-1/4'on all solid risers indicate beam loads.See Mason unless tread depth is at 7 3/4" .Y size/spacing.Provide County deck ledger least 11." max positive connection post attachment detail. Decks shall be self r supporting K connections cannot �- Indicate Indicate post size,spacing k �' be'verified during Indicate fasteners stringer size. and base connector. _ inspection.R5022 Space per decking material Triangular opening formed by 4"x4"x16°masonry 12" riser/tread/guard are permit- block with asphalt min ted to be open so that a 6° shim. Decks installed against manufactured sphere cannot pass through. homes must have beam support at this Provide 4"wood/earth clearance here, location. 6°all other areas. Concrete footing 12"below grade when deck is greater than 30"above grade.See foundation info on reverse side. Typical Door with 3 Risers CONSTRUCTION MATERIALS Illuminate stairs Decay resistant woods with controls r r Landings are required on heartwood of redwood,cedar, located at top and each side of each black locust and pressure bottom of stairs. exterior door. preservatively treated wood ( Exception:A Landing are all acceptable material for 6'8 is not required with use in deck construction. Field GTwpable Rail l ! two or fewer risers. applied treatment is not an Nirn 34"min 38"max l acceptable method. Fasteners —� for pressure preservative { Landings shall not be treated woods shall be of hot- 36"min more than top of dipped galvanized steel, !a i lower Than the top of stainless steel,silicon bronze the threshold. or copper. Field cut ends, Min.10"run Exception: notches and drilled holes of ' The landing shall pressure preservatively treated �- + not be more than 7-3/4'lower wood shall be retreated in the I than the threshold provided.the field in accordance with AWPA 36"min Max.7 3/4°rise M4. landing door does not swing over the Landing. IRC R319&R320. / 1 1 Handrail Details All stairways with 4 or more risers shalf ,,1i KTO21K. ,,,,�,.n p,N. have at least one handrail. Such handrails shall be placed not less than 34" nor more than 38"above the nose of the treads and shall be continuous for the full length pf the "�'"MIN. flight. Handrail ends shall be returned or 1�L•/hX 7Y terminate in the newel post or safety termi- 4 IK TO'2�R'L 3'�Vs nals. Handrails adjacent to the wall shall DT INTO K L have a space not less than 1 V between the wall and the handrail_ Circular hand- rails shall have an outside diameter of at least 1 W and not more than 2." Handrails NOT AG�EP.iABLE NOTE O"rorp¢pex meYDeaxeplege XLaq p"NCe yl eptypyM.}pTpgy�.e.=, with a perimeter greater than 6 'ln shall Sec�tl parapmph d6etyim 1"0.is36. �' », provide a graspable finder recess on both . 'r sides. Handrails shall not project more than 4 1p on either side of the staifway. 2+J1 IN. 2%IN. 26le it:. 211,N. FOUNDATION SUPPORT SYSTEMS • Decks 30"or less above grade: Minimum 12"x12"manufactured pier. • Deck 30"to 5'0a above grade: Minimum 14"x14'manufactured pier set 12 below grade. • Decks greater than 5'0"above grade: Minimum 18"x18'xl8'poured in place footing set 12'below grade. All deck posts shalt have a positive post to footing and.positive post to beam connection. Deck height is measured at the lowest point within 5'0"beyond the walking surface of the deck. BECK PLAN EXAMPLE ONLY APPRMIE➢ JOIST SAM+ \ E7:I=c BTinam *BEAR-ING ESQ"➢ - -{ FOR !$'G.THD. E o ESL PA HI 11 H ITI k k➢ES POSYS 8 PIM S=K SlaS & SPAO G t-_=➢ESCBE lm JOIST 'L---DE CRIBE BEAM 3=& SPACING �lOn MASON COUNrY DEPARTMENTPF COMMUNITY DEVELOPMENT t Mason County Bldig. III, 426 West Cedar Street PO Box 279, SheAlton, WA 98584 www.co.masorima.us (360)427-9670 Belfair(360)275-4467 Eima (360)482-5269 Deck Ledger, Attachment Details & Specifications Please s Be Mason County Checklist item #56 and #69 for additional wood and fastener requirements Fastener spacing for solid sawn deck ledger to an existing band (rim) joist. ")eck Live Load = 40 psf& Dead Load = 10 psf) • Joist Span 6'-0" and 6'-1" to 18'-1" to 10'-1" to 12'-1" to 14'-1" to 16'-1" to Less 8'-0" , 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" Connection Details j On-Center Spacing of Fasteners 2" diametef lag screw with 15/32' 30 23 1 18 13 13 11 10 _vAmum sheathing 2" diameter bolt with 15/32" 36 36 34 29 24 21 19 aximum sheathing 2" diameter bolt with 15132-- 36 36 29 24 21 18 16 aximum sheathing and stacked ashers • Lag screw tips shall extend beyond the inside face of the band/rim joist • Maximum gap between band/rim joist and ledger shall be 'h"with spacer(s) • Flashing shall be installed to prevent water intrusion at structural attachment • Deck Ledger shall be minimum 2x8 pressure preservative treated No. 2 grade lumber • Lag screws and bolts shall be staggered per diagram below typical SpacirlIg cv to U t2 T � stagger'Fasterrars typtcal l I in f rows . Q O i lag screw, thru-bolt, anchor with washer leg screws must be hot- dipped galvanized or fl ainless steel only x :m;� V straw must penetrate I-1R"shank WIP must extend through beyond band board a minimum of 1,7 (ad threads) existing band board ' Please see typical diagrams on reverse for construction details. Typical Construction DetL�ils J Deck Ledger shall be 2x pressure preservative treated No. 2 grade lumber (2 x 8 minimum) Ledger shall be equal to(or greater than)joist sizes larger than 2 x 8 nominal -.� SheaU'zing 1/7- hot-dipped galvanized bolts \ I H...e4rap or and washers. = I bu?idinrl paper stag g e red Flashing membrane -��- Washers create 112' drainage space PT dsck joist PT deck ledger Band joist exterior sheaathing remove siding at ledger prirsr to installation existing 2x band board continuous flashing or 1-1/4" min. manufi_ with drip edge solid rim joist 1/2" dia_ lag screw or thru-bolt floor joist - •_ deck joist _ s 2x ledger board embed anchors 2-1/2" min_ a deck joist concrete or solid masonry wail - 1/2' dia- expansion anchors 2x ledger board DECK TO HOUSE LATERAL LOAD CONNECTION International Residential Code/WAC R507.2.3 R507.1 Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connections to the structure cannot be verified during inspection, decks shall be self-supporting. For decks with cantilevered framing members, connections to the exterior walls or other framing members, shall be designed and constructed to resist uplift in accordance with Table R301.5. LATERAL ATTACHMENT: Decks more than 30-inches above grade, measured 36-inches beyond the deck, Lateral load connections shall be permitted to be in accordance with Figure R507.2.3.. Hold down tension devices shall be installed in not less than 2-locations per deck, with an allowable stress design capacity of not less than 1500 pounds. OPTION: Lateral load connections may be installed in accordance with Figure R507.2.3(2), using holdown devices min. 750-pound capacity, evenly distributed and within 2-ft of each end of the ledger and attachments at shown. HOLD-DOWN OR SIMILAR TENSION DEVICE FLOOR SHEATHING NAILING AT 6 IN.MAXIMUM ON CENTER TO� JOIST WITH HOLD-DOWN + + + + + L + + 1 + + IS FLOOR JOISTJ DECK JOIST FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS Siding Sheathing Nate; pia�hg for h Ttrs deall 5 appriceble v re 0000rr joins are.pa�allel to d°dc f watsr 6ghtnsss De:king Deck foss Table R502.3.1(2) Aoprrwed joist hangers i 2`rtvn. Pressure traced Zx Ledger with ;asterners per IRC Tatie R507.2 6 \ Holdown device rnin 75D9 capacity \\ c 4 is a ons,eve*dtsdbufad Flogr joists � along dew:&1 wi�tin Z'of each �y end of the ledger.Holdow n devices shall fully engage deck ioisr A fully threaded 3Pr darneter lag swow predrMad whin 3`penetra5on to top plate,studs,or header. Figure R507.2.3(2) MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 279, Shelton, WA 98584 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 Permit/Policy Requirements for Construction/Repair of Decks Purpose: This policy is to assist in determining building permit requirements for decks. It applies to the construction, repair or alteration of deck structures and their associated components (guards, stairs, handrails) only. This policy does not apply to Piers, Docks or Balconies. Authority: Mason County Code 14.04.010 Uniform codes adopted (MCC) 2006 International Residential Code (IRC)/2006 International Building Code (IBC) Definitions: (as interpreted by Mason County for this purpose) • Deck: An exterior floor system supported on at least two opposing sides by an adjoining structure and/or posts, piers, or other independent supports. • Pier or Dock: A structure built over or floating upon the water that is used as a landing place for marine transportation or for commercial or recreational purposes. • Adjacent Grade: The lowest point of elevation of the surface of the ground, floor or beach (measured from the walking surface) between the perimeter of the structure and a line 3 feet out from, and parallel to, the perimeter of the structure. • Exterior Balcony: An exterior floor projecting from, and supported by, a structure without additional independent supports. • Deck Repairs: Limited to the refinishing of existing components or the replacement of not more than 50% of the decking surface or 50% of the guard/railing components. • Alteration: Change in size (footprint), replacement of any structural components (including but not limited to piers, footings, posts, beams or joists) or replacement of greater than 50% of the deck surface or guard/railing components. Procedure: A Building Permit is Required for construction/alteration of any deck greater than 30" above grade. EXCEPTIONS: • When the walking surface of a deck is below 30" above adjacent grade (as defined above) it is considered exempt from a building permit.* • Landings associated with a residential manufactured home permit that are 24 square feet or less will be considered exempt from a building permit.* *The structure must meet all construction standards and applicable egress requirements as set forth in the adopted building codes at the time of construction. The owner/applicant/contractor shall verify compliance with all setbacks prior to construction and verify compliance with all other regulations or permit requirements adopted by Mason County. ANY deck cover/roof requires a building permit Additional information: Mason County Building Department staff can assist with identifying code issues for deck construction, alteration/repair and replacement. Explanations and code references for many of the items listed in this policy can be found in the Mason County Residential Plan Review Checklist. Signature: mrk con Date: Janwy zo,2DO9 page Project: Michael Uffelman Location: Uniformly Loaded Floor Beam 1 I' Mason County Uniformly Loaded Floor Beam 426 W Cedar Street or [2009 International Building Code(2005 NDS)] Shelton,WA 98584 3.5 IN x 9.25 IN x 12.0 FT StruCalc Version 8.0.113.0 7/30/2015 3:02:35 PM #1 -Hem-Fir(North)-Dry Use Section Adequate By: 77.2% LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Center Live Load 0.15 IN L/950 Dead Load 0.05 in Total Load 0.20 IN U729 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS a ]3 Live Load 720 lb 720 lb Dead Load 219 lb 219 lb Total Load 939 lb 939 lb Bearing Length 0.66 in 0.66 in tzn BEAM DATA Center Span Length 12 ft Unbraced Length-Top 0 ft Floor Duration Factor 1.00 FLOOR LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROPERTIES Floor Live Load FLL= 40 psf 40 psf MATERIAL#1 - r(North) Floor Dead Load FDL= 10 psf 10 psf Base Values Adjusted Floor Tributary Width FTW= 3 ft 0 ft Bending Stress: Fb= 1000 psi Fb'= 1200 psi Wall Load WALL= 0 plf Cd=1.00 CF=1.20 BEAM LOADING Shear Stress: Fv= 145 psi Fv'= 145 psi Beam Total Live Load: wL= 120 plf Cd=1.00 Beam Total Dead Load: wD= 30 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Beam Self Weight: BSW= 6 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Total Maximum Load: wT= 156 plf Comp.-L to Grain: Fc--L= 405 psi Fc--L = 405 psi Controlling Moment: 2816 ft-lb 6.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 826 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 28.16 in3 49.91 in3 Area(Shear): 8.55 in2 32.38 in2 Moment of Inertia(deflection): 87.47 in4 230.84 in4 Moment: 2816 ft-lb 4991 ft-lb Shear: 826lb 3130lb BUILDING CHANGES MUST MEET ALL CURRENT SUBMIT CHANGES FOR APPROVAI WASHINGTON STATE CODES PRIOR TO PERFORMING WORK V THESE PLANS MUST BE 70 ON THE JOB SITE FOR INSPECTION ti� I UNHEATED T�cS f i TOP v1.'v' CHANGES SUBMIT CHANGES FOR APPROVAI PRIOR TO PERFORMING WORK DqL� u_ 2 r-� THESE PLANS MUST BE ON THE JOB -A E 1-7 �,` i �� FOR INSPECTION MUST MEET ALL CURRENT WASHINGTON STATE CODES Ann�-- ��Qs� z 0 U'r THESE PLANS kMiSI I✓ CHANGES ON THE JOB SITE FOR INSPECTION SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK gar G9ur�Cr.�i/ �� roi/col sir 5, Y uirozw) ls- W � � b,- M- NGES SUB GNAW_ ES FOK APPRO)VA! ff -WPgFORMING WORK • 0 E THESE PLANS MUST 13E MUST MEET ALL CURRENT ON THE JOB SITE FOR INSPECT;0 1 WASHINGTON STATE CODES 2c� ,57- y 4e?- A v �Zn47,50 0/V4 SITE COPY Mt)STMEETALL wASliftV - CURRENT CHANGES (i 014Sr,�,ECUDEs SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK THESE PLANS MUST BE U i%I H EATr7D ON THE JOB,SITE STRUCTURE FOR INSPECTION Documents attached to approved plans: Site Plan 4W Plan review checklist: — Pages Engineering: Y ap La enrF 11. A*e4' Number of pages 5 - REVIEpMED FOR PL ANCE CODE C MASON COUNTY BUILDING DEPARTMENT Dace �!