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HomeMy WebLinkAbout20806 67th Dr Ne_BLD20100055_2026 Progressive Report ADDRESS: 2-6 FAG � PROJECT: COMMENTS: � y ti i I i CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit`#: BLD20100055 BUILDING ' Project Address: 20806 67TH ,, ARLINGTON Parcel No: 31051100306700 PROPERTY OWNER APPLICANT CONTRACTOR Roberts,Craig ne Fitzpatrick haync Fitzpatrick C)w irv�—�' 20806 67TH DR NE 330 uth 30th Street 33 wh 3 Street ARLINGTON,WA 98223- Tacoma, 8409- Tacoma, 98409- Phone:( ) - Ext, Phone:(253)45 - 1 Ex LICENSE#:FIs DS911D7 EXP:2/27/2011 Email: Email:sha e(a)fcnce msnw.com PLUMBING CONTRACTOR MECHANICAL CONTRACTOR Lic#: Ex : Lic#: Ex : JOB DESCRIPTION Replace front porch on existing sfr VALUATION: $3,852 PERMIT TYPE:Residential IPERMIT GROUP:Alteration/Reinodel Exterior NUMBER OF STORIES:0 TYPE OF CONSTRUCTION NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: EXISTING AREA PROPOSEDAREA BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 I BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTSETRACK SIDE SETBACK REAR SETBACK REQUIRED: PROPOSED: RE UIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O RE UIRED: PROPOSED: SETBACK NOTES: PERMITAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Ila / ! re Print Name Date Reled'sed By D e i ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/1BC110/IRC110. O ARCHIVE APPLICANT ASSESSOR u OTHER �� � i1 u �� � � I� ti I �, f: i I BLD20100055 CONDITIONS • None PERMIT FEES Date Description Fee Amount Paid Balance Due 4/28/2010 C-Building Permit Fee(QTY: 1.00) $120.50 $0.00 $l 20.50 4/28/2010 C-Building Plan Review Fee(QTY: 1.00) $78.33 $0.00 $78.33 4/28/2010 C-State Building Code Surcharge(QTY: 1.00) $4.50 $0.00 $4.50 Total Due: $203.33 $0.00 $203.33 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL 1 ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None / 11 r" l ��/�r 1 RESIDENTIAL ADDITION/ALTERATION PERMIT APPLICATION Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ( ) Residential Addition P6 Residential Alteration VW,;t Also Including: ( ) PI mbing ( ) Mechanical Project Address: �'4a� t�� ilt� "� Parcel ID It: O5 f �?'O�d7fOc� Lot#: !I Subdivision: Pf0&&F=-7!92yE— N1E;A-[>0W-5)- ac+ Project Description: &Motes t aii'77AlL FWLysem X]�e&_,6q SP Valua ion: �- 14 44cas-Zv� 1/ nlEw * �3s SF� Owner: ._C & 9&-6fizX:9- Phone Number: _42l*4N ;4&1. -Zy'M Address: 'ZC460f a fo)T?� oak. ticr- City: h"4A'&IOM State: i" Zip Code: q�zL3 Contact Person: _.5>}"L,,47_ > iF'AZ7'�tc-� Phone Number: Cell Phone: Fax: y (odtc-,2- E-mail: yNt—��Nce-SyS7p►4SNu�.Cu Address: 60LI+'N City: `Mez,&94 State: WA Zip Code: 96t#125 Building Area (Sq Ft): lat Floor: 2nd Floor: 3rd floor: Deck: M ,6p Garage/Carport: Basement: Project Valuation: Contractor: 4 Div SKIS s 9Uaw3 Phone Number: S9- Address: $ �° a�'� £'� City: _r14z& 14 State: CIA Zip Code: I&Air'`j Contractor's License Number. Expiration: Plumbing Contractor, NIA Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: ,.11,E Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. ni�p 1�U CEDED Applicants Signature ate APR S�+*V.,Vt' fi'rge.A-r7 1 C le- C� i b 10 Print Applicants Name ERlIrJjT CPAS R FOR STAFF E ONLY Permit# Acc pted By Amount Received l `Receipt# Date Received WEB Forms-285 Page 1 of 2 04/08 sb 1 k 1 � • , - RESIDENTIAL DECK SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 professional media. Plans will not be accepted that are marked preliminary or not for construction, that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2)complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOOTING PLAN (Minimum '/4" Scale) 1. Show location of new footings with section cuts and dimensions. 2. Show spacing of anchor bolts, location, and type of holddown fasteners to the foundation (per registered design professional, if required). C. ❑ DECK FRAMING PLAN (Minimum '/4" Scale) 1. Show new deck footprint location at existing house, with necessary structural details and attachment to the house. 2. Call out materials to be used for deck framing. 3. Framing details to include solid blocking,joist span, joist hangers identification, knee brace requirements, ect. 4. Provide post to beam connection specifications and ledger attachment details. 5. Provide dimensions for stairs, with details showing rise, run, handrails and guardrails where required. D. ❑ ELEVATION AND DETAILS 1. Provide the height above finish grade for the deck floor at each corner. 2. Provide details of all connections, from foundation to walls, pier to post, post to beams and rafters or trusses to walls. I certify that the above checked items are included as part of the application. Applicant or Representative Date RECEIVED APR 2 7 2010 COA PERMIT CENTER WEB Forms—144 Page 2 of 3 04/08 sb '�t i � i_ � i � �_ tr 1� RESIDENTIAL DECK SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3447 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application, To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: ?ate: Al2y epresentative Company: cif- t r�i_ S �r S Iyw✓ Phone: I5 l—cw--,4F l RZCFIVZo APR 272D10 COA pCR,VrrCC, CH WEB Forms—144 Page 3 of 3 04/08 sb �: I ' I _, �� Bellevue Bothell Burien Duvall Gig Harbor ss ah Ken ore Kirkland Mercer island CONSTRUCTION TIP SHEET 5 MyBuildingPermit.com Basic Decks April 2009 Mill Creek Mukilteo Renton Sammamish SeaTac Snohomish County Snoqualmie Woodinville 2006 Codes This tip sheet may be used as a guide for single-family residential uncovered deck permits. Submittal Requirements: 1. Two Site Plans showing dimensions of your deck and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. Include the project address on the drawings. 2. Two Plans showing the framing layout of your deck. 3. Fill out a building permit application. 4. If your deck will occur on a steep slope, please contact your local building department for additional requirements. Ledger, see detail 1&2 - page 4 — - - - NOTE: Joist han er,see For framing details 1&2 member sizes, page 4 see page 3. Joists Decking /'' ;;%'' r , ECEIVED max overhang /,�' , +APR 2 7 overhang �,; r.;� ,� , 2010 Hs�IT A PE...ne a Vaml!I IoA-A / r i Joist span, Joist F "I ;/ see span table spacing J /�' page 3 Support post, Post F �� Continuous solid 2x blocking see span table s acin , ,L�J /' between joists page 3 F �,�� Girder beam, see span table page 3 3 ,'1 Post-to-beam connection y" �—Footing, see page 2 [ �'J see detail 24" maximum beam overhang Deck Construction Notes: Typical Deck 1. The illustrations and information in this tip sheet may be used for decks whether or not they require a permit. See Tip Sheet 0 for permit requirements. 2. All wood must be pressure treated or naturally resistant to decay. Treat all cut ends with end-cut solution. Use ground-contact treated wood. 3. Fasteners, hangers, nails, etc., must be stainless steel, hot-dipped galvanized, or as specifically required for the specified wood preservative used. The coating weights for zinc-coated fasteners to be in accordance with ASTM A 153. Provide documentation in the field showing the required fastener protection considering the wood chosen for your deck. 4. You may modify any components of this tip sheet with justification by analysis or calculation. Any modifications must be reviewed prior to permit issuance. 5. See Tip Sheet 1 for stairs, 2 for handrails, and 3 for guards. 6. This tip sheet is intended to represent good construction practices for deck construction and related IRC requirements. 7. All wood assumed to be Hem-Fir##2 or better. GENERAL INFORMATION: • Consult with your local planning department regarding required setbacks. • Obtain a building permit before starting construction. • The intent of this tip sheet is to address the basics of private residential deck construction only and does not S address the subject in great detail. Additional information can be found at your local building department,home eCif GOv.net improvement store,or library. Y 2005©eCityGovAlliance Basic Decks Page 2 of 5 36" minimum high guard with intermediate rails spaced so that a Existing building sphere 4" in diameter cannot Flashing pass through. See Tip Sheet 3. See details 1 page 4 Decking / See details page 5 / for alternate / detailing and notes. 1 � 1 1/4" spacing / l recommended for drainage Knee braces are required if distance from grade to top of post exceeds 4'. See detail o pago 5 -- If an exit or egress from the 4x4 posts min. w/ existing building passes 8'-0" max. height under the proposed deck, or if there is an existing patio under the proposed deck, 6'-8" minimum clearance must be maintained. Please indicate openings in existing wall in elevation view. Manufactured post NOTE: base cast in footing Pier blocks may be 3,000 psi concrete substituted for Type A (no special footings. See page 3. inspection required) Finished grade 1"clear =III=T(1--- — a — ' -- (2)#4 ea. way, 3" r II—Till=lj, I o •° —III 11(-1 clear to bottom of Typical Deck Section �T =j� footing. Footing �l l 11�1=)�—�11=1 - 111=���=1 to bear on IIII=11111I�T1111IIIII�—�1=11111 Ill undisturbed earth. eCityGov.net Basic Stairs Page 2 of 2 Stairways with 4 or more risers require a handrail. See Tip Sheet 2 for more information on the requirements for handrails. _CCa X 1= E d Co (M M Minimum required stairway width is 36". ----------- Typical Stair Elevation Overhead obstruction The minimum headroom of a stair is 6'-811• No more than 12' (Measured vertically without a landing from the sloped plane adjoining the tread nosing) ''eCityGov.net Handrails Page 2 of 2 1-1/4"minimum -2-3/4" maximum Sand smooth, no sharp corners 1-3/4" % " 5/16 3/4" minimum 1-1/2" minimum Type II Handrails R311.5.6.3 (At handrails with a perimeter greater than 6-1/4") Oz Unacceptable Handrails =' eCityGov.net I I ..� � Guards Page 2 of 2 Acceptable Handrail Shapes at Guards A handrail may project a maximum of 4-1/2" into the required stair width. The grippable 1-1/2" minimum perimeter dimension is 4" minimum and Circular handrails not less 6-1/4" maximum. than 1-1/4"or more than 2" in diameter. The non-circular cross section is 2-1/4" maximum. Type I Handrails R311.5.6.3 1-1/4"minimum- 2-3/4" maximum Sand smooth, no sharp corners 1-3/4" 3/4" 5/16" minimum 1-1/2" minimum Type II Handrails R311.5.6.3 (At handrails with a perimeter greater than 6-1/4") See Tip Sheet 2 for additional information. eCityGov.net i Basic Decks Page 4 of 5 NOTE: Refer to Deck Construction Note 3, page 1 for requirements on corrosion resistance. Siding Sheathing Flash for water tightness Decking 2x rim joist required 0 o 2x pressure treated Hem/Fir#2 ledger Minimum 18 ga. U-type joist hanger. Follow manufacturers installation instructions Flashing with Ledger Section drip X page 4 1"min. i Deck joist 1"minim Ledger to be same size as joist, minimum 2x6. Attach to existing rim joist per schedule on page 3 Spacing as listed in table on page 3. 0 Ledger Elevation page 4 -s �r=4l-"" CityGov.net _� I Basic Decks Page 5 of 5 Beam splices to occur over posts with 1-1/2" min. bearing 18" min. Girder beam Corrosion resistant metal column cap. Follow manufacturer's installation instructions. _ 45� 4 x 4 knee brace 00 T —1/2"diameter lag bolt top& bottom (typical) Alternate Knee Brace Detail: Pressure treated 2 x 4 knee brace face nailed ea. wood post side of post and beam with 4- 16d nails at each face and connection. 3 Knee Brace Detail NOTE: page 5 Knee braces are required if distance from grade to top of post exceeds 4 feet. - -- ` - Secure ballusters Solid blocking- Secure ballusters f7 Non-corrosive 24"max metal post/beam connector Non-corrosive metal post/beam connector a Alternate Joist-to-Beam Alternate Joist-to-Beam page 5 Condition 1,page 5 Condition _r._.., eCityGov.net W .:R: - Bellevue Bothell Burien Duvall Gig Harbor Issaquah Kenmore Kirkland Mercer Island CONSTRUCTION TIP SHEET 1 MyBuildingPermit.com Basic Stairs April 2009 Mill Creek Mukilteo Renton Sammamish SeaTac Snohomish County Snoqualmie Woodinville 2006 Codes _Nosing required at solid Nosing riser 3/4"- 1 1/4" / Landing ,,,_ Run 36" min. to nearest 10" min. obstruction At open risers, a sphere 4"in diameter cannot pass through(except for stairs with a total rise of 30"or less). Protect enclosed M m accessible space under E stairs with 1/2"gypsum board. Typical Stair Section R311 NOTES: 1. These regulations apply to stairways for one-and two-family dwellings and townhouses subject to the 2006 International Residential Code (IRC). Refer to the 2006 International Building Code for requirements for stairs in other conditions. 2. For exceptions related to the construction of circular, spiral, or winding stairways, see R311.5.3. 3. The largest rise or run within any flight of stairs is not to exceed the smallest by more than 3/8". 4. A landing extending the width of the stair and measuring a minimum of 36" in the direction of travel is required at the top and bottom of every stairway. 5. A floor landing is not required at the top of an interior flight of stairs, provided a door does not swing over the stairs. 6. Handrails are required for stairways with four or more risers. See Tip Sheet 2 for additional information regarding handrails. 7. Interior and exterior stairs must be illuminated with an artificial light source at each landing or over each stairway section per R303.6. Light activation must be accessible at the top and bottom of each landing without traversing any steps. Exterior stairways must be controlled from inside the dwelling unit unless continuously illuminated or automatically controlled. GENERAL INFORMATION: • Consult with your local planning department regarding required setbacks. • Obtain a building permit before starting construction. • The intent of this sheet is to address the basics of private residential stair construction only and does not address the subject in great detail. Additional information can be found at your local building department,home improvement store,or library. CityGov.net • This tip sheet is intended to show code requirements per the 2006 International Residential Code. 20 e ©eCityGovAlnet • I Bellevue Bothell Burien Duvall Gig Harbor Issaquah Kenmore Kirkland Mercer Island e CONSTRUCTION TIP SHEET 2 MyBuildingPermit.com Handrails April 2009 Mill Creek Mukilteo Renton Sammamish SeaTac Snohomish County Snoqualmie Woodinville Handrails are continuous for 2006 Codes the full length of the flight. Handrails may be interrupted Wal / by a newel post at a turn. Handrail ends returned to the wall or terminated 00 in newel posts or safety terminals. i b i i The height of the handrail is measured vertically from the sloped plane adjoining the tread nosing. Typical Handrail Elevation R311.5.6 The handrail may project a maximum of 4-1/2"Into required stair width. The grippable 1-1/2"minimum perimeter dimension is 4" minimum and 6-1/4" maximum. Circular handrails not less than 1-1/4"or more than 2" in diameter. The non-circular handrail cross section is 2-1/4" maximum. NOTE: Type I Handrails See page 2 for additional handrail R311.5.6.3 grip shapes. GENERAL INFORMATION: • Consult with your local planning department regarding required setbacks. • Obtain a building permit before starting construction. • The intent of this sheet is to address the basics of private residential stair construction only and does not address the subject in great detail. Additional information can be found at your local building department,home Improvement store,or library. eCityGov.net • This tip sheet is intended to show code requirements per the 2006 International Residential Code. 2005©eCityGovNliance Bellevue Bothell Burien Duvall Gig Harbor Issaquah Kenmore Kirkland Mercer Island CONSTRUCTION TIP SHEET 3 MyBuildingPermit.com Guards April 2009 Mill Creek Mukilteo Renton Sammamish SeaTac Snohomish County Snoqualmie Woodinville 2006 Codes Open stair handrail Open guard Solid guard Seepage 2 for acceptable handrail shapes at guards. � o The top of guards for stairways, exclusive of their landings, must a) o C6 have a minimum height n 0' of 34" measured vertically from the o-0 Cc nosing of the tread. B _ na-0 r� rn m / B � VAILING TYPES s > A: A sphere 6"in diameter cannot C m pass through -0 o (Dm a; B: A sphere 4"in diameter cannot 0 0 pass through WE rn Grade or floor level C: A sphere 4-3/8"in diameter m m � cannot pass through Guard Elevation R312 GENERAL INFORMATION: • Consult with your local planning department regarding required setbacks. • Obtain a building permit before starting construction. • The intent of this sheet is to address the basics of private residential stair construction only and does not address the subject in great detail. Additional information can be found at your local building department,home improvement store,or library. eCltyGOv.net • This tip sheet is intended to show code requirements per the 2006 Intemational Residential Code. 2005©eCityGovAlliance I I i! Basic Decks Page 3 of 5 Span Table Footing Schedule For Outside Decks Spans based on use of No.2 Hem-Fir or better _ 50 p.s.f. loading (10 p.s.f. Dead Load +40 p.s.f. Live Load) Beam spans and footings assume maximum 24"overhang Joist Spacing'Max. span 3/80x 41/2" size of joists of joists lag screw Max. span of girder beams between posts / max.spacing footing type on 2x ledger 4x6 Footing 4x8 Footing 4x10 Footing @12in 9ft- 10in 5in 5ft-5in B 7ft-2in I B 8ft- 10in C 2X6 @16in 8ft-9in 6in 5ft-8in B 7ft-6in B 9ft-2in B @24in 7ft- 1in 7in Eft- 1in B 8ft-0in B 9ft- 10in B @12in 12ft-9in 4in 4ft-11in B 6ft-6in B 8ft-0in B 2X8 @16in 11ft- 1in 4in 5ft-2in A 6ft- 11in B 8ft-5in C @24in 9ft-0in 5in 5ft-7in B 7ft-5in B 9ft-tin B @12in 15ft-7in 3in 4ft-7in B 6ft-0in B 7ft-5in C 2X10 @16in 13ft-6in 3in 4ft-10i B 6ft-5in B 7ft- 10in C @24in 11ft-0in 4in 5ft-3inn A 6ft- 11i B 8ft-5in B FOOTING TYPES TYPE SIZE NOTE: A 12"X 12"X 12" Pier blocks may be substituted for Type A footings B 16"X 16"X 12" C 18"x 18"x 12" *Footing sizes based on assumed soil bearing pressure of 2000 p.s.f. Contact your jurisdiction for additional restrictions. Deck Construction Connections All fasteners nails bolts screws etc. must be corrosion resistant. See Deck Construction Note 3, page 1. Follow manufacturer's instructions for timber connectors. Connections Nailing 1 Joist on deck beam: toenail each end (3) 8d 2 Bridging or blocking to joist; toenail ea. side, ea. end (3) 8d 3 2x decking to joist or deck beam; blind and face nail (2) 16d KityGov.net i i i February 8,2010 4 .0 Re: Deck Ledger Attachment with Simpson Strong-Tie SDS'/."x3%"Wood Screws for use with ICC's 2009 International Residential Code(IRC). To Whom It May Concern: This letter provides installation information to attach a deck ledger to a house rim board or band joist with Simpson SDS %"x3%"wood screws to resist vertical load. The table below provides on-center spacing of the SDS wood screws to provide equivalent vertical support to the fastening prescribed in Table R502.2.2.1 of the 2009 IRC.SDS Screws are available with the Double-Barrier Coating finish,or Type 316 Stainless Steel. Table 1:SDS%"x31/z"Wood Screw Spacing for a 24nch Nominal Deck Ledger (Max.Deck Live Load=40 psf,Max.Deck Dead Load=10 psfl Maximum Deck Joist Span Rim Board Material and Size Up to 6 ft. Up to 8 ft. Up to 10 ft Up to 12 ft. Up to 14 it Up to 16 fL Up to 18 fL Maximum On-Center Spacing of Fasteners(Inches) 2-inch Nominal Sawn Lumber or 17" 13" 10" B" 7" 6" 5" 1-inch Min.Oriented Strand Board 1 1/8-inch Min.Oriented Strand Board or 21" 16" 12" 10.. 9" 8" 7" 1 1/flinch Min.Structural Composite Lumber 1.Sold sawn rbn board shall be Spuoe-Pine-Fir,HenrFir,Douglas Fir-Larch or Southem Fine species;Ledger shall be Hem-Fir,Douglas Frr-I.ardL or Southern Pme spades Figure 1:Deck Ledger Fastening Instafton Using SDS 1/4"0/2"Wood Screws WOOD STRUCTURAL J _- PANEL SHEATHING — 1/2-INCH MAXIMUM THICKNESS EXTERIOR CLADDING AND FLASHING NOT RIM BOARD SHOWN FOR CLARITY PER TABLE 1 FLOOR - SDS WOOD SCREWS FROM H MINIMUM 3-INCH MINIMUM _ JOIST OR FROM TOP OF LEDGER _ BLOCKING STAGGER VERTICALLY AND RIM BOARD ROW SPACING SPACE IN ACCORDANCE — _` WITH TABLE 1 2-INCH NOMINAL DECKLEDGER ° o . -INCH TO 5 INCH — 1YrINCH MINIMUM FROM FROM END OF LEDGER BOTTOM OF LEDGER J -- — ON CENTER SPACING AND RIM BOARD OF SDS WOOD SCREWS LEDGER TO RIM BOARD ASSEMBLY FASTENER SPACING DETAIL Please note:the information in this letter is valid until 7/1/2010 when it will be reevaluated by Simpson Strong-Tie. Refer to the current Simpson Strong-Tie Wood Construction Connectors catalog for corrosion guidelines and additional important information. If you have any other questions or need further assistance regarding this matter, please contact the engineering department of Simpson Strong-Tie at 1-800-999-5099. Sincerely, SIMPSON STRONG-TIE CO., INC. BR20-L-SDSLDGR Simpson,Strobl-Tie Compary Inc 5151 S.Airport Way Stockton,CA 95206 Phone:209.234.7775 Fax:209.234.3868 www.strongde.com