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HomeMy WebLinkAboutBLD2010-00532 Cancelled Replacement MFG Home with 2 Decks - BLD Permit / Conditions - 5/21/1986 i Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton,WA 98584 too RESIDENTIAL BUILDING PERMIT BLD2010-00532 OWNER: KIM VAN HOOVER RECEIVED: 6/25/2010 CONTRACTOR: LICENSE: EXP: ISSUED: 1/7/2011 SITE ADDRESS: 372 NE FROG POND LN BELFAIR EXPIRES: 7/7/2011 PARCEL NUMBER: 123161300000 LEGAL DESCRIPTION: SW NE /p��f PROJECT DESCRIPTION: DIRECTI TO SITE: 'r� )Yfff(w REPLACEMENT MFG HOME WITH 2 DECKS (COVERED) T 3 O ELFAIR, L O LO YARD RD, FOLLOW TO FROG POND LN "O^'Ta OITE ADV11RESS ON T R HT, NEAR BROKEN DOWN BARN rQd�-�yj Tv 'i;5' kiA 14 il�o,-J u c eve- u to General Information Construction&Occupanc Infor at n V Square Footage Information No. of Bedrooms: (,,,\TYAofynsTypeofUse: MH Insp.Area: No.of Bathrooms: cc Lot Size: Deck:Type of Work: NEW Fire Dist.: 2 No. of Stories: c Building: Valuation: Buildin el t: cc. Basement: Manufactured Home Inf matio et b ck 1 ormation Shoreline&Planning Information Make: Length: Ft. )Frt: E 10 .0 Ft. Shoreline: Ft. Water Body: r. W 100.0 Ft. Slope: Ft. SEPA?: Model: Width: Ft. Shoreline Desig.: Not Applicable 1: N 100.0 Ft. Year: Serial No.: Side 2: S 100.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee GMM 6/25/2010 $73.00 S12010000 Mobile Home Submittal Fee GMM 6/25/2010 $264.25 S12010000 Planning Review Fee GMM 6/25/2010 $205.00 S12010000 EH Plan Review SJC 6/25/2010 $103.00 S72010000 Mobile Home Issuance Fee LAW 7/28/2010 $264.25 S12011000 Fire Warden Review GMM 8/6/2010 $73.00 S12011000 Total $982.50 BLD2010-00532 Please refer to the following pages for conditions of this permA. 1 of 5 CASE NOTES FOR ` BLD2010-00532 CONDITIONS FOR BLD2010-00532 1) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM ROAD Y�x 2) Prior to final approval, all upland areas disturbed or newt created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X ��/ / 3) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2711W y 5) 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 prior to any further inspections being performed or approvals granted. x �,�/� 6) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. x 2�Z�cz 7) The plan review check list and corrections 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 for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. 8) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X � � BLD2010-00532 Please refer to the following pages for conditions of this permit. 2 of 5 9) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site, then s 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 Department prior to any further inspections being performed,or approvals granted. x ."'K 10) Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is installed in accordance with the State Installation code, chapter 296-150M WAC. All installers hired to do installation work shall be certified manufactured home installers and shall be present to supervise the installation of all on-site work. An Installer Tag shall be posted on site giving the certification number and signature of the certified installer responsible for each major part of the installation. RCW43-63B.090 An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD certification tag or temporarily located in plain site within threeof the home's front entry. There shall be one certification tag for each certified installer accounting for the work that each installer performed or inst le . certification number and signature of the certified installer responsible for each major part of the installation. WAC365-210 X xr 11) If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the instructions of the American National Standards Institute (ANSI). To order the ANSI instructions you may either get an order form from the Mason County Building Department or you can contact the f fffic e of Manufacturing Housing (360) 725-2800. X 12) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. X 13) REQUIRED INSPECTIONS (Footing Inspection-prior to pour, Set-up Inspection-prior to skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable practices or problems that have been discovered. I further understand that this investigation will be scheduled as time allows. Until resolution of any/all problems no occupancy(Final Inspection)will be granted for the residence. OWN ER/CONTRACTOR(indicate which) Signature X a 14) This permit is for the placement and installation of the manufactured home only and does not imply approval or review for any other items indidcated on the plot plan. X BLD2010-00532 Please referto the following pages for conditions of this permit. 3 of 5 15) Permanent Address must be posted and visible from the road r Deck must be safe and meet code for year building permit was issued. Rebuilt decks are required to meet current code. All guardrails and handrails must be in good condition and meet code for year built or current code if replaced. Skirting must be vented 1:150 and backfill sloped away from unit 2%for a minimum of 5' around the perimeter of the unit Gutters and downspouts must be installed with splash blocks provided All exterior penetrations must be sealed HWT Pressure relief line and dryer vent must exit skirting a minimum of 6"with a maximum of 24" above grade. The unit shall have a minimum of 16"x24" crawl space access provided HOWEVER, if the unit has not received a set up inspection and is skirted, 4 panels centrally located (one on each side of unit) shall be removed by the owner/applicant prior to requesting the inspection. All conditions on the original or issued permit must be met If the unit was installed b a WAINS certified installer/contractor since Jul 1 2003 CTED Installer Tags must be available Y Y 9 It shall be the responsibility of the person requesting the inspection to provide the manufacturer specifications, ANSI Standards or approved engineered design for the installation of the unit and have them available on site for inspection. Each inspection required will be assessed a fee as adopted under Mason County current fee schedule. Re-Inspection fees will be assessed each time an inspection is requested and required items are not completed prior to the inspection being performed ENFORCEMENT PROVISION: Any manufactured/mobile home and/or appurtenant structures found non-compliant with any county or state regulation are subject to enforcement action and subsequent violation and penalties pursuant to the Mason County Code. X R MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED 16) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER BUILDING CODE. The construction of the permitted project is subject to inspections b the Mason County Building Department. All construction must be in conformance P P J J P Y tY 9 P required b a Mason Count Building with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations q y y g Inspector shall be made prior to requesting additional inspections. 17) The installation permit shall be displayed in clear view of the site access road. The approved site plan and other applicable instructions, including installation instructions, shall be available in this location OR placed in the location specified by WAC 296-150M-655. Support configuration shall be clea ly mark in the installation instructions. X 18) All property lines shall be clearly identified at the time of foundation inspection. X BLD2010-00532 Please refer to the following pages for conditions of this permit. 4 of 5 19) 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 ordinances and building regulations. X 20) 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 have prevented action from being taken. No more than one extension may be granted. X !/ 21) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 22) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 23) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approveid Site Plan"to ensure these structures are shown and meet the setback conditions listed. X 24) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan" to ensure these structures meet the setback conditions listed. X ` 25) Please note: A separate permit is needed for the fire suppression system on this structure, as required by the Mason County Fire Marshal's office. Please be advised that the Fire Marshal's office needs to complete the fire suppression system inspection prior to the framing inspection request. X 26) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the 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. OWN ER OR AGENT: DATE: l �/ BLD2010-00532 Please referto the following pages for conditions of this permit. 5 of 5 o CONCRETE MECHANICAL MANUFACTURED HOME D 0 Date By o Footings/Setbacks Gas Piping Ribbons = o Inter+or Date By Interior-Date By Date By O NExterior Date By Exterior-Date By Set-up Point Load I Isolated Footings INSULATION Date —� _ By eq rTlM BG/SLAB INSULATION Date By Data By FIRE DEPARTMENT A Foundation Walls Floors Date By ic Date By Data By DECKS F RAM ING walls Date By Date By Data By PROPANE TANKS PLUMBING vault Date By Date By OTHER Groundwork Attic Type- Date By Date By Date By o wv DRYWALL Type- Int.Brace Wall Date By Date By Date By FINAL INSPECTION 0 Water Line Fire Seperation N Dale By Date By Date By � O Pass or Request Inspect. c 7 Type of insp. Fail Date Date Done By Comments w 0 `Q Oc l� P4$S a o' 0 CD m J 0 J PcPmit.# ' 5,37i MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 37 Z N v � j 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 compliance 1 G H G zSS n :.,�-r yliG�PM 1 I.el Ye-rCk 94k V 54r, rt.clti •»• 7A�!54!W"1%-CA^- i d'G ' ?%fit/` - ft t �' ..a d t' You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK 0 Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent 61natural1man made" ❑This is not a complete inspection disasters.This is NOT a Date Department CORRECTION NOTICE. Inspector LOIN 'COL * NoIT , rl L *4 ' ' THIa T ' -kmw Permit#-_ �p�O `3 z MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 1%W0(,- P0121V 1-,'' This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain compliance _ fin ctlt�S 7z2 sFi, SL-G Le���•Qi/ r �/ - o �C _ © y GU 3 T A vi_ /!/ o t—C 7-0 _ ,5 0 7/1/, �'I��/ ��yT TG� lr�T 8�!'J �r/�c-��. /SoFJ/�D S/�+'I i L/f/Z c:v vTi? p o/ T!2�,O - r_ L /1 <3 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 ❑ Please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to yZy �,E��1�' �f�p �'r�y_S ��// - � damage incurred by recent "naturaUman made" This is not a complete inspection disasters. This is NOT a Date �' - � CORRECTION NOTICE. 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' I`f CAR ST. .. : ...4..... ....a........Y......... ... .. ... .... ... ... ... .. .... .. ... ... ... ...............r?........4.......{ ..�.. 4.�. �N. �E ; :........:........i.........:..................i..................i.........>.........:........�........:........>........:... ..........h................i TOPOGRAPHY PROFILE: Pja,4A- DirecUon: Scale. Approval: rorotflce use Building Permit number: / / v Building: Owner/Applicant: - 'I,n V L)1 1100 U ff Date of Planning: Parcel Number: �`2 �,�? _ Od �O O application: Env. Health: � )� �� MASON COUNTY CARPORT/COVERED DECK DETAIL IDI EXIST.NULL SHT6 •NOTE:. EXIST,2z STUD s 24'14AX. RAFTER,BEAM,COL"SIZE AND THEIRS COIAIECTION ARE BASED ON THE FOLLOHN5'A-W$ PTIOK METAL FLA5HING VERTICAL LOAD! 1/2'058 ROOF SHT6 W bd 06'% ROOF SHT6 TO LED6ER NAILIN6'SGHDL ROOF OL=10 PY(NO TILT:ROOF) AT ALL SUPPORTED PA)IEL ED5E5 ado4'OG SNOW =25 P5F ROOF ASSEMBLY AND bd sl0'OC INFIELD per IRGIBC requirements SNOW LOADS>25#REQUIRE ALTERNATE RAFTER IZDOFIN(�MATERIAL MIN CENSER 512E AND BEAM SIZING APPROPRIATE FOR LOADING. 2XB MIN. (0-10'DIST TO B1.D6) 8D 06'0C / /'\ 2XIO MIN.OR.2XI2'(10-16'DIST TO BLD6) FULL BLOGKINb 2X12 MIN,OR 2X14'06-20'D15T TO 50,S) RAFTER 51 ZE5 (DF92) \ 'MATCH WITH RAFTER SITE BIRD MOUTH AT BEAWNG DISTANGt TO Bi1tLDIN6 LEDGHR TO EACH WALL 5TUI'}NAILIH6 5C4a�I- O'-10' 10'-16' &UTTER(IYP) (STUD SPACN6$HALL BE 24'X,NCX) \./ 0-16d 5TAGC,ER(0-10'DI5T TO BLD6) 12` 2 X b 2 X 6 2 X 10 (4)-I6d STA66ER(10-16'DIST TO BLDG) `, ' 1b'OC 2 X 6 2 X 10 2 X 12 RAPIER DFr2- SGHDL (5)-I6d STA66E'R(Ib-20'DIST TO,KDO) 3C 24'DC 2 X 6 2 X 12 2 X 14 HJRRICANE CLIP AT EA,BID OF RAFTER METAL HANbER 511�HI OR EMAL SIMFSON LI)26 (2X6 RAFTER) 51"5oN LSSjw av RAFT% BEAM 5IZE5 (DF#2) 51WSCH L55U210(2XIoap RAFTS)OR BEAN SC 2 DISTANGQ TO 8UILDIN6 1 W BEAM DFM2-5EE HDL EC4JAl 16'-20' METAL P05T GAP S' 4.X:4 F 4X6 4 X 6 5IMPSON AC4(40 COLifrRl) b' 4 X-b 4 X 6 4 X 6 SIMP50H AC6(4X6 COL1>0 OREXAL 4 X 6 4 X 8 4.X 8 11 4X6 4X6 4X10 COLUMN HK PRESSURE TREATED L F 9' 4Xb 4 X 10 4 X 10 IO' 4(0-10'P15T TO 5LDt5) I 10' 4X8 4 X IO 4 X 12 MAX 4Xb(10.16'DIST TO'19LDW 4-A6 4-20'D15T TO BLD6) W S:AM BEAM 2' L 74 — SPAN T SPAN HAX • �AGGt7TAHLt 14`TAL POST BASE(6AVANIZED) � L _ 51WSON LGB44(04 CCUW DISTANGC SIMP50N 1-046(4Xb COUW OR TO 8LD4. FOOTING 4 EQUAL 2 W COLLW(TYP) BEAM(TYP) 2'GLR L W b'MW 1 �) AGGtd'TAB{.>: 19UIJ.DtN6 SL OPt YINISH 6RD I L A}WY FR044'5LD6 CONCRETE FOOTING _T I'•b'MIN 24'X24'X24'THICK W L>W 3'GLR t'c•2500 P51 Nb AGCtPTABLL Construction is limited to the Li (TYp) 2-4 EA WAY TOP4 BOT LAYER ' • w=alsrAi�e To'eLab; specifications of �-- r So FT6 3'CLR PL. This diagram including maximum - (Tl'P) SECTION ii'' N,T.5 N.TS I� 10' post height maximum 10' beam span (post spacing). Mason County Building Department Residential Deck, Stair, Landing and Guard Detail Guard installed on all decks over 30'above arade. 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 more risers. Not less than 34"and not more than 38" vertically from nose of tread or walking surface. Minimum Guard Height • 36' Handrail ends shall be returned or shall terminate in newell A posts or safety terminals. 14 i µ Ledger at wall: 10"min. ! Indicate Joist sizelspacinq Decks shall be Stair nosing not less than — positively anchored 3/4"but not more than for lateral a vertical Indicate beam i. loads.See Mason 1-1/4"on all solid risers size/spacing.Provide 1 County deck ledger unless tread depth is at '314" 'max. positive connection post Deck shall detail. least 11.' Decks shall be self supporting if connections cannot Indicate Indicate post size,spacing ` ! be verified during Indicate fasteners stringer size. and base connector. ( I inspection.R502.2 Space per • , decking material I y Triangular opening formed by 4"x4'x16'masonry riser/tread/guard are permit- block with asphalt min ted to be open so that a 6" shim. sphere cannot pass through. Decks installed against manufactured 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 „ Landings are required on heartwood of redwood,cedar, located at top and r 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 Graspable Rail two or fewer risers. applied treatment is not an Min. 34"min 38"max (i acceptable method. Fasteners for pressure preservative Landings shall not be treated woods shall be of hot- 36'min more than 1-1/2' dipped galvanized steel, lance 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 Max.7 3/4"rise than the threshold provided the field in accordance with AWPA 36"min door does not swing over the landing. M4. r— landing IRC R319&R320. Handrail D i Details Prim W,. Ill,nW. 1'kN.MIN: All stairways with 4 or more risers shall I%H.TO2al W.W.rom have at least one handrail. Such handrails V4 IN.WN. 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 "h",.^"N flight. Handrail ends shall be retumed or ,'I W TOYB terminate in the newel post or safety termi- nals. Handrails adjacent to the wall shall pro,, have a space not less than 1 W between the wall and the handrail. Circular hand- rails shall have an outside diameter of at least 1 %"and not more than 2." Handrails Ian: a , . .�. .M. ..�.. NOT ACO WARE with a perimeter greater than 6%" shall provide a graspable finger recess on both sides. Handrails shall not project more than 4 '/"on either side of the stairway. 2'/IN. II/RA FOUNDATION SUPPORT SYSTEMS • Decks 30"or less above grade: Minimum 12"x12"manufactured pier. • Deck 30"to 5'0"above grade: Minimum 14"x14"manufactured pier set 12"below grade. • Decks greater than 5'0"above grade: Minimum 18"x18"x18"poured in place footing set 12"below grade. All deck posts shall 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. DECK PLAN EXAMPLE ONLY APPROVED JOIST HANGERS EXISTING BUILDING *BEARING REQ'D FOR MFG.HOME NG 'K N ri TB L &I PAL IrT H filmi- i I irri rl-,T, -DESCRIBE POSTS &PIER B DCK SIZES & SPAC `*DESCRIBE RIM JOIST *DE CRIBE BEAM SIZE&SPACING ' s MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III,426 West Cedar Street PO Box 186, Shelton, WA 98584 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 Deck Ledger Attachment Details & Specifications Please see 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. (Deck Live Load = 40 psf& Dead Load = 10 psf) • Joist Span 6'-0" and 6'-1" to 8'-1" to 10'-I" 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 On-Center Spacing of Fasteners 1/2"diameter lag screw with 15/32" 30 23 18 15 13 11 10 maximum sheathing 1/2" diameter bolt with 15132" 36 36 34 29 24 21 19 maximum sheathing 1/2" diameter bolt with 15/32" 36 36 29 24 21 18 16 aximum sheathing and 1/2" 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 1/2"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 spacing 2" stagger fasteners typical i in 2 rows © © O o lag screw, thru-bolt, anchor with washer --- lay strews nwst be hot- ..__ dpped galvanized or stainless 9"only acrcw must penetrate --`-- � 1.1/2"shank ' knglh ntuSt extend through beyond bard board t'- —_r-t� a rninirnum of 112" (no threads) oxisting band bOerd Please see typical diagrams on reverse for construction details. Typical Construction Details 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 — --__` Sheathing ,'hot-dipped /2"hot-di ' - - Housewrap or galvanized bolts and washers, building paper ,�"`'_'-_ _ staggered - "`" - riashing membrane Washers �--create 1/2• drainage space PT deck joist U PT deck ledger Band joist exterior sheathing remove siding at ledger prior to installation continuous flashing existing 2x band board with drip edge or 1-1/4" min. manuf. solid rim joist 1/2" dia. lag screw or thru-bolt floor joist - deck joist 2x ledger board —a embed anchors 2-1/2" min. deck joist a concrete or solid masonry wall • 1/2" dia. expansion • anchors 2x ledger board 02 -I-q -Yp(f^, cw 2,r o M 1 �F79 n a�'?�),1. a M�a J C} a p`� pppl�+� 'I YJ �r'� o�� �•�4 C7./ Z £ o� EE� I u ff i ' THESE PLANS MUST BE r- o P v ON THE JOB SITE FOR INSPECTION. CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK DOcumenis attached i0 a0Pieved Plans_ Site Plan Plan review checklist: ? Fngineering: Y ----- Pages ® Lateral Vertical Numbor of pages 2 P 4�4 r r SON BUILDING INSPECTOR CN� SUBJECT TO APPROVAL 7