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HomeMy WebLinkAboutBLD10-120 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-120 Permit Type Residential - Addition/Remodel Project Name — Deck Over Garage Site Address 1813 KUHN ST Parcel # 948302301 Project Description Deck Over Garage Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Mc Mannis Daniel J Owner Mc Mannis Daniel J Contractor Owner Builder O- STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $4,000.00 Entered Bid Valuation 4,000 DOLL Plan Review Fee 63.21 Uniis: Heat Type: PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 150 -150.00 Bathrooms: Occupancy Type: R-3 PLAN REVIEW DEPOSIT 50 50.00 PLAN REVIEW REFUND 50 -50.00 Building Permit Fee 97.25 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 5.00 Permit Total Fees $ 174.96 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. : 7 \ N : Print Na t Vo Date Issued: 06/30/2010 { Issued By: © MWAY Signature \ | _\ f | V \ —_ Date G/ iM | (2) 7 Date Expires: 12/27/2010 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 948302301 PERMIT NO. BLD10-120 ISSUED DATE 06/30/2010 EXPIRATION DATE 12/27/2010 ADDRESS 1813 KUHN ST CONSTRUCTION TYPE V-B_ OCCUPANT LOAD OWNER MC MANNIS DANIEL J PROJECT DESCRIPTION Deck Over Garage CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP DATE COMMENT FRAMING Maw) ey GWB : MISCELLANEOUS Ah FINAL BLDG./C OF O Zl) TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PERMIT# BLD tO—\|2° DATE RECEIVED CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG lo~ I~ O SCOPE OF WORK: Build Deck over Gavane_ DATE ACTION INITIALS (o- \\~ tO ENTERED INTO CHET STS) \ lo-\\-.O CHECKED FOR COMPLETENESS WwW ©6:24-(0 —— Alan reste? complete (No change un Totpant) ~ Zoning: = Ul - Setbacks OK? Cu Lot Size: Q MNdife te A Sip Cave per Plans Oe. Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? Un) Er. aS Development Services se 250 Madison Sect, ‘Suite 3" ential Building Permit Application Project Address: Legal Description (or Tax#) LEIS. _Kubu St Addition: Zi Seub ete Zoning: K~ ~T Block: 7? rd Parcel#_ FY SO230\ Lot (s): “2 Project Description: Bua 1k: ins dec| le ORV OA AvViG? Applications by mail must include a dhedlotbr initial fan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. 7~\ Prope Me Hone Building Information (square feet): Name: nic sa 1° floor Garage: Address: 7 £7] S Kuhn a5 2” floor Carport: City/stzip: TOT To wnenk, WAS ERE 3“ flor Other: Phone: Email: Cam@ hearhuedeorc . COoWnW Basement ¢ Contact/Representative: Finished: ——————SCS nine: Name: ame al qaVyave— Decks / Porches Phone: Covered: __——-—s&Us ncoverred Email: Heat Type: ; Electric Heat Pump Other Contractor: (Same as Owner Name: Total: #Bedrooms #Bathrooms Address: g a p ‘ Nlor ize of lot uare feet ' City/SUZip: q nang ing, Total Lot Coverage (Building Footprint):* Phone: 6 feet: % Email quare fee fl ; Impervious Surface:* State License #: Exp: Square feet: *Total existing & proposed City Business License #: Lender Information: What year was the structure built? 19 a Lender information must be provided for projects over : sas $5,000 in valuatio per RCW 19.27.095. If work includes demolition, see Page 2. Name: Nits Any known wetlands on the vane Y Project Valuation: $ ‘fh ce OO O Any steep slopes (>15%)? | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Daniel Sy. Me Maun Signature: + f ey /Jni_——_ Date: al p}10 Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. 0 Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: OA site plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey On-site parking and driveway with dimensions If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: 1. 2: 3. 4. 5. Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting 0 Floor plan: OW OH O N A H A R W O N A D N ® A A R Y O N = Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing Il section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation 0 Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature G If engineered, one set of plans must have one original signature 0 For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 1/4/2010 -OVER- - Before hiring a contractor If you are a consumer interested in having work done by a contractor, this brochure can help you by: ¢ Explaining how the Washington state contractor registration program works. ¢ Describing how the contractor registration law protects consumers. ¢ Outlining the requirements for contractors. Washington state law requires all contractors to be registered. General contractors must maintain a $6,000 bond and specialty contractors must maintain a $4,000 bond. (Specialty contractors are those who participate in no more than two trades and do not subcontract work to other contractors.) It is against state law for any contractor to submit bids or perform any contracting work without being registered with the Department of Labor and Industries. It also is illegal for contractors to advertise without including their 12-character contractor registration number in the advertisement. Consumer protection The contractor registration law exists to protect consumers from incompetent and/or fraudulent contractors. Requiring contractors to be bonded gives consumers some financial protection against unsatisfactory or incomplete work. Dissatisfied consumers may take civil action to obtain restitution by taking action against a contractor’s bond in Superior Court. The law also requires contractors to carry insurance for property damage and public liability. It also ensures that contractors have a current Unified Business Identifier (UBI) Account Number and Federal Employer Account Number. Any correspondence you send to a contractor should clearly state that bids will not be accepted unless the contractor provides a valid registration number. . Sa ae While the law does not guarantee perfect. . performance, it improves the likelihood that the contractor does competent work. Registration penalties A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. 12 tips to remember 1. Make sure your contractor is properly registered. 2. Be wary of contractors who ask you to pick up the building permit. 3. Plan your project carefully, including detailed plans, if necessary. 4. Try to get at least three written bids on each job. 5. Ask contractors for references. 6. Ask what inconveniences might arise. 7. Obtain a written contract. 8. Make sure you understand the terms before you sign anything. 9. Be cautious about paying for work not yet completed. 10. Put all change orders in writing. 11. Make frequent inspections and consult your local building department. 12. Avoid making final payment until you have received a lien release from suppliers and subcontractors. Risks and liabilities When hiring an unlicensed contractor and acting as your own contractor: 1. You are responsible for the medical and time loss costs of employees injured while working on your project. You may be liable for all unpaid taxes. Your homeowner’s insurance may not cover work done by an unlicensed contractor. The law requires complete disclosure of all work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits, or inspections. Non-disclosure can lead to civil action being taken against you. You may be placing yourself and your family in a life-threatening situation, especially when hir- ing unlicensed people to install plumbing, elec- trical wiring, heating systems or wood stoves. Suppliers can place a lien on your home for non-payment of materials by your contractor. 7. Unpaid workers can place a lien on your property. When problems arise, your only recourse is a lengthy and costly civil action — if there are any assets of value to attach, and if you can find the contractor. Insurance protection Contractors are required to carry at least $20,000 in property damage insurance coverage and $100,000 in bodily injury or death insurance. You are encouraged to verify the contractor’s insurance coverage with his or her agent, as the department's records may not reflect current coverage. Our information line The Labor and Industries contractor registration information line 1-800-647-0982 operates weekdays from 8 a.m. until noon and 1 to 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Our staff can tell you if the contractor currently is registered, if action against the bond is pending, or if legal acton has been taken against the contractor’s bond in the past. We also can tell you how long a contractor has been registered. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and regulations and shall not discriminate on the basis of race, color, national origin, sex, creed, marital status, sexual orientation, age, religion or disability as defined by applicable state and/or federal regulations or statutes. 8. / me. OWNER SIGNATURE Parcel Details Home Parcel Number: 948302301 | SEARCH | Parcel Number: 948302301 Owner Mailing Address: DANIEL MC MANNIS BETSY M HART 1813 KUHN ST PORT TOWNSEND WA983688325 Site Address: 1813 KUHN ST PORT TOWNSEND 98368 Section: 10 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: EISENBEIS ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: EISENBEIS ADDITION | BLK 23 LOT2| | | Click on photo for larger image. No Permit Data Assessor Bldg Data |Tax, A/V, Sales Info Map Parcel Plats & Surveys Available m Jefferson County visi iicio! HOME | COUNTY INFO | DEPARTMENTS | SEARCH f Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL_ NO=948302301 Page | of 2 6/10/2010 Receipt Number: BLD10-120 948302301 Plan Review Fee $63.21 $63.21 $0.00 BLD10-120 948302301 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 BLD10-120 948302301 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-120 948302301 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-120 948302301 Building Permit Fee $97.25 $97.25 $0.00 BLD10-120 948302301 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-120 948302301 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-120 948302301 Record Retention Fee for Building Per $5.00 $5.00 $0.00 Total: $124.96 10-0514 06/11/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-120 CHECK 1408 $ 124.96 Total: $124.96 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-120 948302301 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 1393 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 Bp10-12 2 JUN 11 2010 CONSULTING ENGINEERS pervices, Inc. Rr G IE [ VW E CITY OF PORT TOWNSEND DSD Calculations for McMannis Garage Deck Addition EDS Job Number 10-21 June 1, 2010 Contents 1 Design Criteria 2-9 Drawings & calculations FILE COPY 8949 Delta Line Road - Custer, WA 98240 - (360) 366-4064 - Fax: (360) 618-0230 ruices, Inc. CONSULTIN Title McMannis Garage Deck Addition Date: 16/1/10 Job No. 10-21 By: BHV Page 1 _ of General Design Criteria Design Code: 2006 International Building Code Lateral Load Criteria: Win) 0... ceceecccseeeeesseeeenssesenseeeenas 85 mph, Exposure "B" (ASCE 7 (6.5.6.3) SOISMIC 00.2... cece ccc cceeesccceesseeeessseeeeees Category D1 (USGS Seismic Design Parameters) Occupancy Category II (ASCE TABLE 1.1) Deck Floor Load: .........0..0ccccececeeteeteeees 40 psf Roof: Design snow load ................0.0000065 25 psf Wind Loads: Mean roof height h:= 12ft Roof slope = 8/12 Least horizontal dimension L:= 16 ft Adjustment factor for height & exposure: := 1 (ASCE Figure 6.2) Importance factor: I,:= 1 (ASCE Table 6.1) 0.4h= 4-h=5 ft or 0.1L=.1-L=16 ft (controls) Simplified design wind pressure for exposure B: Horizontal Pressure Zones Zone A~ Pg ‘= 12.9-r-]ly = 12.9 (End zone of wall) Zone B- Pp:= 88: r-ly= 88 (End zone of roof) Zone C - Po:= 10.2-d- Il, = 102 (Interior zone of wall) Zone D - Pp:=7-A-Iyw=7 (interior zone of roof) Seismic Design: 1616.6.1 Simplified analysis, in accordance with ASCE 7 (9.5.4), shall be permitted for any structure in Seismic Use Group I, subject to the following limitations: 1. Buildings of light-framed construction not exceeding 3-stories, excluding basements 2. Buildings of any construction other than light-framed construction, not exceeding 2-stories in height, excluding basements, with flexible diaphragms at every level. The roof modification to install a deck area will have negligible effect on the lateral loads to the structure meeting the recommendations of 2006 IBC Section 3403. Structural reinforing not required. 5’ / —— —_—>=_—s«r#" ' Bedroom —_ = ' Second Level Fs =a = Sir | D ! ra in| a = x in 6'-9 1/4’ 4' 4! = 1 ——— SSE SS ——— a9 —_—_ — | = = | Existing [russes : || / ‘Studs ea end 1 x eam | 7t+— — a = —— rao) | | HHUS210-2 HGR \ 3 er x eae : ! '— Ripped Down 2x8 Rin (B202) | LuS2s Hongers — N Hl LUS24 Hangers —— | 3 1/8" X 10 1/2” io. : GLB <B201) _ ~ Nail Tails Back Int 7 ~ | Deck coring me s JOO Cc a leQ LC lo ' | YO be —j- — , ms Zz t — Ripped Bown 2x8 Securall GB3 H=10.5 HG ae on Ss 3 1/8* X 12” GLB <Bede ws \_2-2x4 brg NN existing Goble t ' studs ea end End_ Truss ; = Existing Barge 7‘-6 7/8° Board \L 3 1/8" \ ee 7‘-10° ‘ a 16’ - - - - ~ - - [620 eG ak 9 aso PC New Floor Plan C L 1/4" = 1'-0" Scale > Existing Exterior Wall 2” Mi n i m u m 2x10 Deck Joists 16” O.C. w/ 374" Subfloor Existing Beam ¢3xle Beam w/ exile Sistered Along Side) Sheetrock Q Framing Detail 3/4" = 1'-0" Scale Beveled 2x8 Pre-Primed Spruce Barge w/ Flashing 2x4 Framed Wall w/ 1/2 Plywood Sheathing 2x4 Framed Privacy Walls —as a —— al Pa + a Existing Trusses Railing or i Cut Down Glass Panels — 4 & a Co “tapered 2x10|DF ~-3 1/8" x 10 1/ Joists at 16") OC. GLB B'=e" 7-10" Garage g’ - 5 ’ _ _ -p\ New Cross-section Yer 1/4" = 1'-0" Scale BeamChek v2005 licensed to: EDS, Inc. Reg # 7126-1152 McMannis Garage Modification 10-21 BRG STUDS AT B202 Prepared by: Date: 6/01/10 Selection | (2) 2x 4 Hem-Fir #2 Nailed Built-Up Wood Column | Canditions Using values for 2x and 4x solid sawn, Dimension Lumber. NDS 2001 Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. Data Reaction 1805 # Column Area 10.5 in? Kf 0.60 Actual Height 9.0 ft le d1 Effective Ht 24 in c 0.80 Unbraced d1 2.0 ft le d2 Effective Ht 108 in KcE 0.30 Unbraced d2 9.0 ft Ke Buckling Mode 1.0 FeE 410 : i) E (psi x mil Attributes and Values Controlling d is 3.5 inches Fe || (psi) E (psi x mil) Base Values 1300 1.3 le/d psi Area (in?) Base Adjusted 230 1.3 Actual 31 172 10.5 CF Size Factor 1.15 Critical 50 230 7.85 Cd Duration 1.00 Status OK OK OK Cm Wet Use 1.00 1.00 Ratio 62% 75% 75% Cp Stability 0.15 Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 172 psi. BeamChek v2005 licensed to: EDS, Inc. Reg # 7126-1152 McMannis Garage Modification DECK JOISTS 10-21 Date: 6/01/10 Selection | 2x8 DF-L#2 @16 in. oc Lu = 0.0 Ft Conditions Repetitive Use, NDS 2001 Min Bearing Area R1= 0.5 in? R2=0.5 in? DL Defl 0.02 in Data Beam Span 8.5 ft Reaction 1 LL 227# Reaction 2 LL 227 # Beam Wt per ft O# Reaction 1 TL 295# Reaction 2 TL 295 # Bm Wt Included O0# Maximum V 295 # Max Moment 626 '# Max V (Reduced) 253 # TL Max Defi L/240 ‘TL Actual Defi L/ 956 LL Max Defl L/360 LLActualDefl L/>1000 Attributes Section (in*) Shear (in?) _ TL Defi (in) LL Defi Actual 13.14 10.88 0.11 0.08 Critical 6.05 2.11 0.43 0.28 Status OK OK OK OK Ratio 46% 19% 25% 29% Fb (psi) Fv (psi) E (psi x mil) Fel (psi) Values Base Values 900 180 1.6 625 Base Adjusted 1242 180 1.6 625 Adjustments | CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00Ft Kbe=0.0 Loads Uniform LL: 53 Uniform TL: 69 =A | Uniform Load A | | is R1 = 295 R2 = 295 SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes 2x10 JOISTS TAPERED FOR DRAINAGE B201 ty : 3 1/8" x 10 1/2" Glulam (24F - V4 DF) | TJ-Beam@® 6.35 Serial Number: 7005105 User 2 8/1/2010 8:40:38 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS a? ae eee FOR THE APPLICATION AND LOADS LISTED fl BA ys 4 y 4 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 4' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 100.0 60.0 071014 Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" = 1.50" 1820 / 812 /0/ 2632 By Others None 2 Studwall 3.50" 1.50" 1820 /812/0 / 2632 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2569 -2193 6038 Passed (36%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 8778 8778 13207 Passed (66%) MID Span 1 under Snow loading Live Load Defl (in) 0.376 0.456 Passed (L/436) MID Span 1 under Snow loading Total Load Defl (in) 0.544 0.683 Passed (L/302) MID Span 1 under Snow loading Deflection Criteria: Specified(LL:L/360, TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with Current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: McMANNIS GARAGE Bruce Vondergeest 10-21 EDS, Inc 8949 Delta Line Road Custer, WA 98240 Phone : 360-366-4064 b.vondergeest@comcast.net Copyright © 2009 by iLevel®, Federal Way, WA. TJ-Beam® is a registered trademark of iLevel®. 202 ty ser 3 1/8" x 12” Glulam (24F - V4 DF) — TJ-Beam® 6.35 Serial Number: 70951 User? eracoesiean THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Rage Engine Yemen ose FOR THE APPLICATION AND LOADS LISTED a 7 za 16° —— Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1.15) 1820 812 8 - B201 SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length _—_Live/Dead/UplifvTotal 1 Studwail 3.50" 1.50" 1230 /575 /0/ 1805 By Others None 2 Studwall 3.50" = 1.50" 1230 /575/0/1805 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1795 -1726 6900 Passed (25%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 12184 12184 17250 Passed(71%) MID Span 1 under Snow loading Live Load Defi (in) 0.378 0.522 Passed (L/497) MID Span 1 under Snow loading Total Load Defi (in) 0.552 0.783 Passed (L/341) MID Span 1 under Snow loading -Deflection Criteria: Specified(LL:L/360, TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 16' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: McMANNIS GARAGE Bruce Vondergeest 10-21 EDS, Inc 8949 Delta Line Road Custer, WA 98240 Phone : 360-366-4064 b.vondergeest@comcast. net Copyright © 2009 by iLevel®, Federal Way, WA. TJ-Beam® is a registered trademark of iLevel®. 118 s : 2 i E 1s This product is preterable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cast, or a combination of these features. All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 119 FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion information, page 10-11. INSTALLATION * Use all specified fasteners. See General Notes. * Nails must be driven at an angie through the joist or truss into the header to achieve the table loads. * Not designed for welded or nailer applications. OPTIONS: * LUS and MUS hangers cannot be modified. * HUS hangers available with the header flanges turned in for 2-2x (316') and 4x only, with no load reduction. See HUSC Concealed Flange illustration. * Concealed flanges are not available for HGUS and HHUS. * See Hanger Options, pages 181-183, far sloped and/or skewed HHUS models. * Other sizes available; consult your Simpson Strong-Tie representative. CODES: See page 12 for Code Reference Key Chart. S85 These products are available with additional corrosion protection. Additional products an this page may also be available with this option, check with Simpson Strong-Tie for details. WS ae g8) nnusz10-2 a (°F uguszs-2 Moue! | ‘ia. : Dimansions Fasteners Heal | Ga : Carrying | Carried Wo |voigt| | % | 4 | Bl apenber Member SINGLE 2x SIZES i LUS24 | 256 | 1, |1%6 | 3% | 194 | 410d | 210d | 4 soe tabie to llevar ae SS Lus26 | 4% 1%e| 4% | 194] 440d | 4-100 an page quantity for connecting MUS26. | 4ivis | 18 |1%6 | 5M | 2 | 610d | 610d 119 for multiple members WS MUSES | ave [16 | te | 5m | 3 | iased | otpa | Mowable santos) HGUS26 | 4%« | 12 | 136 | 596 | 5 | 206d | 8-16d ° SS Lus2e [| 4% [18 [198 | 656 [1941 610d [| 4t0d | rrr ttereeeceeccescees |MUS28 | 6Ma | 18 | | 6Sie| 2 | BAdd | Bod © Double Shear BS HUS2a | 6 Tie [ist e |S | goed | aed Nailing HGUS28 | 6% | 12| 1% | 7% 1 5 | 36-16d | 12-16d onto New SS Lus2zio | 44 [18 | 1%6 [7% 1%] B-0d | 410d bend tab MH LHus2io | ae [te] is] eo [3 | 3ot6a | owed | US. Patt 5,6 REDUCED HEEL HEIGHT ALLOWABLE LOADS - DF/SP (See illustration above) Carrying | Joist | Faca j Uplift: ort Reena Here es oan Mamber | Nails | Nails 4 Floor | Snow | Roof | Wind | Floor | Snow | Root} Wind Plys | (160) | (100) | (175) | (425) | (160) | (190) | (11) | (125) | (160) 1 875 | 700 | 805 | 875 | 1000 | 700 | 805 | 875 | 1000 2 875 | 775 |_890 | 970 | 1235 | 775 | 890 | 970 | 1235 ae 725 | 4000 | 1150 | 1250 [1890 | 4000: 1150 | 4250 | 4890 2 “725 4 1110 | 1280: | 4390 | 1490 | 110°] 4280 | 1390 | 1420 , 865 | 1760 | 1950 | 1950 | 1950 | 1500 | 1725 | 1980 | 1950 4035 | 1980 | 2155 | 2155 | 2155 | 1500 | 1725 | 1880 | 2155 SNS Hus26 |) 3% ; 865 | 1950 | 1950 | 1950 | 1950 | 1950 | 1950 | 1950 | 1950 1035 { 2425 | 2695 | 2695 | 2695 | 2425 | 2695 | 2695 | 2695 gee Ce "t5i0. | 9350 | 2350 | 2360 | 9350 | 2360 | 2850 | Ba50 | 2350 See ee 1745 | 2830 | 2890 | 2890 | 2830 | 9890 | 2830 | 2830 | 2830 | Lusoa 1 i 875 | 700 | 805 | 875 | 1000 } 900 | 1035 | 1125 | 1245 875 | 775 | 890 | 970 | 1235 | 1010 | 1160 | 1260 | 1480 ‘musa | 3K. 77 { 1000 | 1150 | 4250 | 1390 | i200 | 1300 | 1300 | 1300 scree a “77s {1 1410 | 1280 | 1390 | 1420 | 1345 | 1550 | 4685 | 1690 , 835 } 1760 | 1950 | 1950 | 1950 | 1980 | 1980 | 1980 | 1980 | nuses | ay 000 | 1980 | 2155 | 2155 | 2155 | 2810 | 2980 | 2980 | 2980 > 835 { 1950 | 1950 | 1950 | 1950 | 2475 | 2475 | 2475 | 2475 7000 | 2425 | 2695 | 2695 | 2695 | 3210 | 3270 | 3310 | 3450 ae ee Ee 4995. | 2350} 2350 | 2350 | 2350 | 3105 | 3105 | 3i05 | 3105 HeUSeS | ome |e 4510 | 2830 | 2830 | 2830 | 2830 | 3740 | 3740 | $740 | 3740 e82 HUS210 SF usz6, HUS28, and HHUS similar) B rd Q& Huse Concealed Flanges (not available for HHUS, HGUS and Dome Double Shear 1 Nailing Side View (available on some madels) U.S. Patent 5,603,580 1. Allowable loads shown consider ANSI/ TP! 1-2007 member design criteria. 2. For allowable loads on 2x10 girder bottom chords, multiple ply hangers and on SPF/HF header wood species, refer to technical bulletin T-REDHEEL (see page 191 for details). HGUS, HAUS and HGUQ hangers installed with the joist fastener quantities shown above are recom- mended for installation on minimum 2-ply 2x girder bottom chords. See technical bulletin T-REDHEEL for HHUS and HGUQ allowable loads (see page 191 for details). Allowable loads are based on the lowest joist fastener holes filled. For the LUS, fill the two lowest joist fasteners holes on the right side of the hanger and the single lowest joist fastener hole on the left side of the hanger. . Wind (160) is a download rating. . NAILS: 16d = 0.162" dia.x 3%4" long, 16dx2'4 = 0.162" dia.x 214" long, 10d = 0.148" dia.x 3° long, 10dx1 2 = 0.148" dia.x 1%" long, See page 16-17 for other nail sizes and information. » > ow C- 2 0 0 9 & 20 0 % SI M P S O N ST R O N G - T I E CO M P A N Y IR C PR I N T E D 12 / 6 8 1820 pounds LL 350 pounds DL . R . eee 4-3 1/8x12 Glue-Lam 24F-1.8E je DL =175 Ibs DL =175 Ibs TL =1085 Ibs TL =1085 Ibs 8'-00" | 16'-00" Min bearing =1.5 in Min Bearing =1.5 in Based on the 2009 IBC/IRC and NDS-05 Based on top edge having continuous lateral support. Increase in allowable for duration of load =O% DEFLECTION: L/180 = 1.0667 L/240 =.8 BENDING SHEAR: L/360 = .5333 ALLOWED = 180000 inch/Ibs ALLOWED = 6000 pounds L/480 = .4 ACTUAL = 104160 inch/Ibs Bending ratio = 57.9% of the allowable Bending OK ACTUAL = 1085 pounds Shear ratio = 18.1% of the allowable Shear OK Total Load Deflection = .3965" - L/484 Live Load Deflection = .3326" - L/577 Deflection OK for floors and roofs Report created using Plan Analyst software by Ben Weese and Associates www.PlanAnalyst.com City of Port Townsend 250 Madison Port Townsend, WA 98368 360-379-5058 : Beveled @x8 Pre-Primed i Spruce Barge w/ Flashing Railing or Glass Panels 7 co T N _ [ _ T ! 1 (oe) T I . L T ot 7a eee ar oe mena + B Ye) J ron) Existing Elevati S 1/4" = 1'-0" Scale Re SR SRE Lae OREN UID | Peer’ RBRR LRG anaes iO Lie i Ct et Pi a a |e ST eer eee sere FACE RS TE Wa PT 7 Nw Ceo ee ee ee le ee 2 ek LE a A RP A CA AN AS a) A a Pot le et er a SOG SEN nn a A Sa Sa SS DM - fas ete oe ee \ Cer to ee ee eo Te tl it a Co ce Cae) ee a ee ee ee ee ee ee A A A A A “ele ie le Po) ee ee A SY NS OC SN NO A A OS es Po a a el ei an vr ni i le Toe tt tT " 2 ace) OD (ana eae Niece came ioe are ities wees A eee anal see ral | A Sei: (Anaee eaee ne eee e B | y in J ON ai an Existing Elevation C L 1 /4" = 1'-0" Scale Area of Addition 2x4 Framed ' Privacy Walls “ori — i290 “O os \ Beveled 2x8 Pre-Primed Spruce Barge w/ Flashing 2x4 Framed Wail w/ 1/2 Plywood Sheathing © C i. 1/8" = 1'-0" Scale 2x4 Framed Privacy Walls en a re New Elevation Lr Ne, 1/4" = 1'-0" Scale Ly Ho e e r e e o o ‘ Existing Elevation & Se | © 1/4" = I'-0" Scale oi a Existing Trusses Railing or A Cut hoe Glass Panels 4 F a vf : A ‘Tapered 2xi0|DF ~—3 1/8" x 10 1/44 4 Joists at 16”/O0C. GLB Section 1607.7.1- IBC ab 5 te Handrail & guard assemblies shall be able to 8’-e ae resist a single concentrated load of 200 Ibs applied in any direction at any point along the top Garage Fa and have supporting structure to transfer this load “ to the appropriate structural elements of the building. t ( { 4 ta ‘ah p\ New Cross-section CO L 1/4" = 1'-0" Scale ‘ = hom \ i o i a ' Bedroom in ‘ Second Level ( =) LJ \ 3/0 By i 9° j-————— 10’-0 1/4" L 4! - { t ( { / \ ) bad - % :, 4 LI 2/6 \ > ( i | Me ; ) i tL ce i" ' Deck _ ! 710° x 138° I= fh Weatherproof Vinyl i t % Rear Walt (See Cross-section || AN! | oh _ = a D Xe) t t t ‘se i N t 1 4/0” High = Rake Wall — Privacy Wall { | —— ( & ——| j’ 14°’ ~~ " = \ 16 | New Floor Plan <, A) L 1/4" = 1'-0" Scale Existing Trusses Garage i” Existing 2x4 Walls 9/ - 5 ’ =~, Existing Cross-section Plan Number: McMannisDan ist Draft|05/15/04 Psalm: 20:4&5 DA N MC M A N N I S / B E T S Y HA R I Libolt 7 1/4" = 1'-0" Scale ra anges gag ee \ / ) a \ ' Ee ‘ Bedroom | i Second Levet { & LU 3/0 * \ pe—— 6'~-9 1/4° 4’ 4’ . ; { ' ; \ ~ I a i : * > i axle’ Bod o 1 y | oO 4 / ) \ \ J % { A G | hk arage aa He 8 »\ ' 4’ Thick Concrete Sieb NOTICE: Plans are approved exceptin any errors or omissions. All work m ze | R pass inspection in conformance 4 pa i in all gpplicable codes and regulatio ke OO 14’ x 7’ Overheod Door | t | | | | APPROVED | T | Date} MALTY) O t Perntit N BEI -120 | | or |i | | | Building Official \ Ly | im] | CITY OF PORT TOWNSEND | oa 5 0 —a| {’ 14’ et vee ® xo \ LP fey; er a 4 16’ s/s é < ERY f Scere _ Z ic - . . = o ly Fa $h be 28174 | i HONAL ra\_Existing Floor Plan L-t- \9 \ Co L 1/4" = 1'-0" Scale ——_——_— R BLMI0-— (~O Residential | Drafting 110 Park View Dr. den, WA 98264 €360) 933-1105 Date: 5/29/09 Page: of 3 ~~ FILE COPY Plan Number: McMannisDan ist Draftj05/15/09 Psalm: 20:4&5 Existing Pot | Exterior Wall YY exstin Joist y, / exl0 Deck / New 3 1/8” / Joists 16’ x 12’ GLB per eel \ Existing Beam (3x12 / Beam w/ exile Sheetrock Sistered Along Side) Q Framing Detail 3 L 3/4" = 1'-0" Scale A Si" ms \ { Bedroom Bice iat = es \ Second Level 4 ' S = eee meee = HF —| L ( a. eee: eee ] aE Se oa re : . H-—— 6’-9 1/4” ar 4’ by t e ( =a { | mE? i Existing re (BN | AN. y TT 2-2X4 brg DA N MC M A N N I S / B E T S Y HA R | tuds ea ae f . Exigting Beam ey _— ——— : jas —— fan) : 5, ie a HHUS210-2 HGR-~ EX: — 7 ‘3 178" x 12” GLB pped Down 2x8 Rin | | (B202) a . LUS28 Hangers |) WA Se LUS24 Hangers \ t ' 1, 3 1/8" X 10 1/2" 0 4 ! GLB (B201) s ta > oi { ul Nall Tails Back Into Deck Joists ( | | 1 y ‘ . Ye) t I\— Ripped Down 2x8 Blocking] |l { GB3 H=105 ce I t = i K NL 3 1/8 X 12” GLB oat 2-2Xx4 brag ' Gabl \ See ea end | Boor ong ° NN Existing Barge 1 7’-6 7/8* ——~| F | Board A 3 1/8" Ret | - ‘40 > Residentia \ 8’-2 7'-10 ‘i ms Drafting 110 Park View Dr. Lynden, WA 98264 €360) 933-1105 Date: 5/29/09 Q New Floor Plan = Co L 1/4" = 1'-0" Scale of 3