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Permit File bld-2020-0137 2720 Geer Lane
Job Address City of Anacortes 904 6th Street P.O.Box 547 Anacortes, WA 98221-0547 (360) 293-1901 2720 LEER LN ANACORTES WA 98221 Invoice/Permit #: Applied date: Issue date: Expire date: BLD-2020-0137 03/06/2020 04/09/2020 10/06/2021 Permit Type: Single Family Residence Permit Project: Remarks: New SFR Maximum 4' of fill behind retaining walls or provide engineering. Provide surveyor's letter indicating proper placement of structure on lot, or locate prop corners and survey stakes and string lot lines prior to footing inspection. Owner: STEPHAN SMITH Contractor: OWNER Address Phone: f1i7Zi�:�i] ALBANY OR 97321 General Information: Address: Phone: License #: Fees: ♦� Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEP T T T] Mailing Address: P.O. Box 547, Anacortes, WA 98221 ! `-'' Office Location: 904 6th Street, Anacortes WA 98821 �tiWes w Phone: (360) 293-1901 MAR 6 6 2020 .gCOR PITY OF ANAGORTES Residential Building Permit Application Submittal Packet New Single Family Residences (SFR) Duplexes Additions and Remodels (SFR & Duplex) Accessory Dwelling Units Manufactured Homes Residential decks and retaining walls ■ MITTAL CHECKLIST x ajc D a a cc a Residential Building Permit U N VMMMMMM o o ; 3 L 4nnaN Submittal Requirement Checklist o � o 030 GAMMMM u. C M v C adEMINMEMMEMY N �o H= O c G7 MAMME a Qj U Q y See pages 2-3 of this handout for information about each 3 O v O E .� rp Q U submittal item listed below. Z v U Q Qj v _ v 0O LA Resential Building Permit Application Form X X X X (FORM BP-1— attached) Structure & Site Information Form X X X X (BP-2 —attached) F M Mechanical & Plumbing Fixtures Form >!r X X RM 13P-3 —attached) Architectural Plans lj / X X X X (r9quirements listed on FORM 13P-4 -attached) v tormwater Management Minimum Requirements Determination X X X (FORM 13P-5, attached) St water Site Plan X X X ite Plan & Landscape Plans X X X X (requirements listed on Form BP-6) St ctural Plans & Calculations N A X X X X En rgy Code Plans & Forms X nufacturer's Specifications/Cut Sheets X "Copy of recorded survey VOK >00 X X X Technical Reports A/ X X X Other Required Permits X X X X ADU Affidavit of Owner Occupancy (signed) X Required Number of Copies and Plan Size Fees 2 paper copies of each item above • Plan review deposit is taken at time of Plans must be minimum 11" x 17", to scale, and legible application submittal. 1 reduced size copy (maximum size 11" X 17") of the Si • Permit fees are paid prior to building Plan, Floor Plan and complete Building Plans permit issuance. Page 1 of 18 Res. Building Permit Application Submittal Checklist Updated October 10, 2019 ,�T Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6t" Street, Anacortes WA 98821 �tiq��' Phone: (360) 293-1901 • STRUCTURAL CALCULATIONS: Ysis of loads, materials, etc., prepared and stamped by a State of Washington licensed professional structural engineer. • ENERGY CODE FORMS The standard Washington State Energy Office form requesting the information required under Chapter 51-11 WAC detailing building components used to comply with the State Residential or Nonresidential Energy Code, as applicable. • MANUFACTURER'S SPECIFICATIONS/CUT SHEETS: A document that summarized the performance and other technical characteristics of a product, machine, component, material, or subsystem (e.g., a power supply) in sufficient detail that allows the City to determine the product will be incompliance with applicable codes. • COPY OF RECORDED SURVEY. A survey of your property is needed so that conformance with minimum setback requirements and other development standards can been confirmed and verified on site by the inspectors. Property markers must be visible on your property. If they are not at the time an inspection is requested, you may need to have a new survey completed. OTHER SUBMITTALS DETERMINED ON ACASE-BY-CASE BASIS TECHNICAL REPORTS Following is a list of technical reports that will be required to be submitted to the City when certain circumstances exist on or near a site an Applicant is planning on making improvements to. The general triggers for each of the listed technical reports I provided below: A. CRITICAL AREAS REPORTS: In general, Critical Area reports are required when wetlands and/or streams are located on or near a site. Critical area mitigation plans may also be required, depending on the project proposal. See Anacortes Municipal Code Ch. 17.70 for additional information. B. GEOTECHNICAL REPORT: In general, Geotechnical Reports are required when work is proposed on or near slopes in excess of 15% and/or known landslide hazard areas. See Anacortes Municipal Code Ch. 17.70 for additional information. OTHER PERMITS DETERMINED ON A CASE -BY -CASE BASIS OTHER FORMS Following is a list of other permits that could be required in certain circumstances. The general triggers for each of the listed permits is provided below. A. FILL AND GRADE PERMIT: Grading (importing, exporting, and/or moving material on a site) of more than 50 cubic yards and/or if grading modifies the existing flow of stormwater or groundwater. B. RIGHT-OF-WAY PERMIT: Aright -of -way permit is required anytime the public right-of-way is disturbed or obstructed in any way by private development or the general public. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page3of18 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6ti, Street, Anacortes WA 98821 Phone: (360) 293-1901 RESIDENTIALFORM BP4 a. .. 1. PROPERTY INFORMATION Project Address (Street, Suite #): Assessor Parcel Number: zo l`-L�i, c 5 , Subdivision/Lot#: oning Designation: Lot area (size): f� 00 sq. ft. 2. TYPE OF PROJECT Uowolle'w S F R ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) ❑ New Duplex ❑ Attached to Primary Unit ❑ Interior remodel ❑ Detached from Primary Unit ❑ New Addition to SFR ❑ Garage, carport or accessory building ❑ Fence or retaining wall or duplex (new/repair) ❑ Other: Project Summary: Project Valuation: $ 3 €P 3. PROPERTY OWNER INFORMATION Name: e, _ Phone, 7 410 At*ess Stred City, State, ip):91 Email Address: 4. CONTRACTOR INFORMATION Name:* f J A Phone: Contractor's Business Licenses State License #: City License #: *All Contractors & Subcontractors must have a valid City Expiration Date: Expiration Date: of Anocortes business license prior to doing work in the City. Address (Street, City, State, Zip): Email Address: 5. CONTACT PERSON Select one person the city will contact for anything related to this project: � Hppiicant El Property Owner El Contractor ❑ Other list below Name: 'S f - Phone: Address (Street, City, State, Zip): Email Address: Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 5 of 18 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 61h Street, Anacortes WA 98821 Phone: (360) 293-1901 FORM :'=2*, STRUCTURE AND SITE INFORMATION 1. PROPERTY WHERE WORK IS OCCURRING DDRESS, 2771 PARCEL NUMBERS 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that "N A" are not applicable with Structure height76 Ci AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1s' Floor: 2nd Floor: 3rd Floor: Basement: 031 Garage: 3 Total deck: I Total porch: 00 Other: Other. Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES FINO Is a monitored fire alarm being installed? ❑ YES Are retaining wall(s) being built? El YES r�a'11�0 1iJe%F OO Are structural plans required? ❑ YES P<0 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes, you will be required to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: El YES PINO Be Is the property located in a flood zone? If yes, list the flood zone designation: ❑ YES 900 0 C. Are there slopes in excess of 15% on or abutting the site? If yes, a geotechnical report will likely need to be submitted. ❑ YES NO Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 7 of 18 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 MECHANICAL Equipment Type: Appliance/Equipment Information (new and relocated): Total #: Furnace: Gas #: / Elec #: BTU: Other #: Wall Heater: Gas #: Elec #: Other: #: Location(s): Gas Water #: Location(s): C yC Heat Pump: Elec#: Other#: Capacity: Air Conditioning: Elec #: / d Other #: Capacity: Radiant /Hydronic Gas #: Elec #: Other: #: Location(s): Exhaust Fans: Bath #: Laundry #: Other: " Z42 Range Hood: #: �` Location(s): t Fireplace: Gas #: Elec #: Other: #: Location(s): Clothes Dryer & Duct: Gas #: % Elec #: Other: #: Location(s): r Stove/Range/Oven: Gas #: Elec #: Other: #: Location(s): C Gas Piping/ Outlet(s): #: / Location(s): Boiler Gas #: Elec #: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: PLUMBING Fixture Type (new and relocated): Total #: Fixture Type (new and relocated): Total #: Water Closet (Toilet): Refrigerator water supply (for water/ice ` 1 Kitchen Sink: ' Pressure Reduction Valve/Pressure Regulator: Utility Sink: �Q.x ( Water Service Line: Tub: !i Water Piping: Hand Sink: Clothes Washer: Shower: / Electric Water Heater: Tank -less? Yes ❑ Dishwasher: Backflow Prevention Assembly: Hose Bib: Other: TOTAL PLUMBING FIXTURES: C 4p Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 9 of 18 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 61h Street, Anacortes WA 98821 Phone: (360) 293-1901 Building height (see AMC 19.42.120 for measurement methods, exceptions and modifications). • Label the building height at the highest point of the structure from the average of the natural topography at the foundation at the front of the building. • Label the average elevation of the natural topography at the front of the building. • Label the elevation at the center of all exterior walls of the proposed building. • For ADUs only, include elevations demonstrating compliance with the height/setback plane (see AMC 19.47.030(C)(6)). Special details as needed (i.e., stairs, fireplaces, special construction). V00,Ins ation and insulation values of walls, slab, floors, and roof/ceiling. too Existing and proposed grades with slope of lot shown. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 11 of 18 ,�Z y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 tigw� Phone: (360) 293-1901 Land disturbance Hard surface area calculation OA Use the information in the above table to navigate the flow chart(s) on the next page and determine the applicable stormwater management minimum requirements for your project. Then complete the applicable Stormwater Minimum Requirements Form on the Public Works - Engineering Department Forms website and provide required submittal items/plans. R UPage 13 f18 Description Total Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard �� Surface Area (Sidewalks, paths, patios, etc.) Pollution Generating Hard Surface Area (Driveways, parking areas, etc.) Total Hard Surface ` �U Site Size (�p�� Existing impervious surface coverage (sq. ft. hard surface /site size) Check applicable box Minimum Requirements Determination � Minimum Requirements #1-9. � Minimum Requirements #1-5. . Building Per plication Submi tal Checklist dated October , 2019 Minimum Requirement #2. Check applicable box Minimum Requirements Determination � Minimum Requirements #1-9. � Minimum Requirements #1-5. . Building Per plication Submi tal Checklist dated October , 2019 Minimum Requirement #2. `T y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 gw Phone: (360) 293-1901 .,, COS FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT Does the project result in 2,000 square feet, or more, of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? Yes N Minimum Requirements #1 through #5 apply to the new and replaced hard Minimum Requirement #2 applies. surfaces and the land disturbed. Next Question Does the project add 5,000 square feet or more of new hard surfaces? OR Convert Y4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the converted vegetation areas. related project? Yes Does the project add 5,000 square feet or more of new hard surfaces? Yes Do the new hard surfaces add 50% or more to the existing hard surfaces within the project limits? No NO No additional req u I rements. No Is the total of new plus replaced hard surfaces 5,000 square feet or more, NO AND does the value of the proposed improvements - including interior improvements - exceed 50% of the assessed value (or replacement value) of the existing site improvements? Yef Yef All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. Figure I-2.4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June2015 ECOLOGY Please see http 1M1vvw.ecy. wa.gov/copyright html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 15 of 18 C..n "'4co4� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anocortes, INA 98221 Office Location: 904 61h Street, Anocortes WA 98821 Phone: (360) 293-1901 Structures: Location, identification, dimensions and size of all existing and proposed buildings and other structures. Location of existing and proposed retaining walls, rockeries, and Location, identification, and dimensions of all setbacks. Show proposed projections into required setbacks, including dimensions (see AMC 190440140) Utilities & Easements. Location and dimensions of existing and proposed stormwater, sanitary sewer, potable water, and fiber lines/facilities. All wells and NL septic systems located on or near the project site must also be identified. Location of all existing and proposed fire hydrants within 300 feet of the boundary of the project site. Location and dimensions of existing and proposed freestanding lighting fixtures, utility junction boxes, public utility transformers. Stormwater Proposed Temporary Erosion and Sediment Control Measures, if not located on other plans. Proposed permanent stormwater management BMPs. Access, Circulation & Parking i Location, identification, and dimensions of all existing and proposed fon -site and adjacent streets and alleys, including the location and dimensions of all existing and proposed curbs, gutters, sidewalks, median islands, and street trees. Show existing and proposed vehicular access to the site, including the size and location of driveways and curb cuts. Show existing and proposed parking spaces, including surface material and dimensions of spaces. Open Space (ADUs, Small Lots, and Duplexes) Show calculations, location, dimensions and provided square footage of required open space area per AMC 19.43.010.C, E, or AMC 19.47, as applicable. Landscaping Show the location and design of landscape areas to be preserved and planted, and a plant list to include the location, number, size and type of plant material by botanical and common name. Location of irrigation system if a permanent or temporary system is proposed. Show the location of existing trees to be retained in conformance with AMC 16.50, and tree protection measures to be implemented, when applicable. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 17 of 18 St®rn� W�.ter Minimum l�.equirements #2 ENOINEERINGr DEPARTMENT 9Q4 G�1 street Anacortcs, �A 9�221 www.anacorteswa.�ov � �: ! �. r - s r - a: ,• .,• • ' t :- �.�s •_ -- - __ ._ _ �_ FRONT OF REPORT Submittal Checklist; �: s ^ 1 _ _ r� �.: r r ;- - �.�- s . � r r ,.. � � r — ! •. •. :' ,•' . is — • • • • r� �i+�r� YAM' e114'rM �1 N��.d 3�/�,!� 6fl�;�o�r1"1�4J� : �3i��3��n %��?� �t1�- �r�j?�:k r-?�+.�I� it i a �f�� ;i�111i1;%n�a��n F�+e�q��r�n��#� ap�l� t� the ���► �ira� r��l�e� hard �t�r#���� and �.�nve�tte� er����#i+�n �f���. ��� '� (��SJN Mom'. ii`�'�r�r"ii: t�ii6 r1�'+i.T':t.ik�,'. ' ���i�� rMs-�i�t� a�-���j,�+ne r1 h��t �ar��':77":ii;�Q•,�y lr,�'f'b+�L�'��`$�7,�r1':� tau �� i an ��,_ ;��d ;r���, +ar �� LiF11'�£L9� �.� �rr�.? ,�,r. �t'�A'r r,fi ��. '�� , „� 19Ane<r�tt�tm �te�quirerr��rtt� �i #hrc�r��h �5 �R�fi �� the n�� pled h���i �u�r°f�� �r�s# the 1�n� �a�t�.arta�r�� s����e f��t, gar �r��t�-, . �f ���V p3u= '� -' �� �+�3 ` 4 E,: 1. ���,�v� � ����:�r�k ��� C���r���iraar��_� �.����ir������i��� fear ��o� �����Ir_���t� N��—ot ��s 4ac9 :^Jfi� o'"� � c �ar_�_: "y';$ a�k�':. �;ni'b".�' Gti:}' '�`9'� 3j'' a '�C?�;F' �"'',.x1"T�i `�r ,��}�r"i3�"i� 'iCri1�C� IP���B�'�Ofsij'i ��f�'I;�S�C',��., 'rli*�2c�?^ �.v" II?".+111�}�. ?l� d!S+�.I�l��r. ElemeM;t9 Element#2 Element;`5 Element#fi Element#4 €iement#11 Element#12 Element#13 BP�fP ar Element [+lame Preserve Estabiish Stabikize Protect Control Maintain Pt4anage the proteetto�v impact VegetatianlPAark Construction Soils Scopes Pollutants BMPs Project Develo men[ Clearin Llmits Access BMP C9Q1: Preser=ting P!a#uralVagt:tatian a/ BMP C9U2: Buffer gores ✓ ✓ BMP C1Q3: High V'csibiiity Plastic or Metal � ✓ Fence BMPCIQS: Stabii'szedConstruction f Entrance f Exlt BPdPC9Q6: WheeiWasi2 *l BMR C1U7: Construction RoadlParkirtg � Area Stabilizatian BMP C120: Temparary and Perrmnent ,� � Seeding BFAP C121: Muk:h.ing 'f � BMP C922: [Jets and Blankets � � BMP C123: Plastic Covering ''f BMP C92�1: Bedding "� BMP C125: iopsaiiing /Composting ✓ BMP C126: Palyacrylarsitle far Sail Erasion � Protection Bh9P C13Q: Sttrface Raugiaening ''� 'l BMPC139: GradieniTerraces � '`� PIMP C14Q: Bust Cantrai 'l BMP C15U; Materials t?n Hand `� '� [AMP C959: Concrete Haadiing `� BMP C152; Sawcutting and Surfacing „r Pollution Prevention BRRPC153; MateriaiGelivery, Storage and ,/ Containment i BhiP C154: Concrete L'Vashout Area � BMPC160: Certified Erosion and ,( ,l Sediment Cantral Lead `� BMP C9S2: Scheduling �f�r�i�s1 ®���: �e��mb�r �9, �01� 13 Elements of SWPPP Construction Stormwat�r Pollution Prevention Plan) _ � as '- `� �a, _ - _ r ,• �: �- arr,r �: �_ ice.: _ ia� _. • � � _� ,. ,s- _ - • a� _ _ ft_ _ i - _ - ��i ff- ^'aa l-s,;, _ - a- a - a �• - -,� it _ • r� a s •.s. �� c a � � '�Z, '! � / - _ _ __- -- - =I_ - / _ --- - �- � • r a •� •_ -� �- � •- ��• �. - _ _ �a= a i - ,_ � � - _:. "i r � a. , � a � t „ f 1,'i �a a ���- ��` e 1 r e - r _• �r r f, or � -_ • �-a r i • � s a a • a • � .a .a i • ': '- � � - �� - ' _ � _. M� �/�r�o�r� ®ate. �'��er�ber 19; �D1 � - - _ _ _ _ --- -- - -- _ . " !, -_s # ♦ = • is • erosion.'on control fabrics and matting, soil applicallon of polyacrylamide (PAM), the early covering, erosi application of gravel base early on areas to be paved, and dust control. [I Control stormwater volume and velocity within the site to minimize soil erosion. o Control stormwater discharges, including both peak flow rates and total storml4vater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. Li Soils must not remain exposed and unworked for more than the time periods set forth below to prevent o During the dry season (May I Sept 30): 7 days o During the wet season (Oct I Apr 30)m 2 days 7 ■ Stabilize soilsat _ - • of the shift before ti holiday or weekend if needed based o,-the weather forecast. Version[I Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be December ' 2018 _ � �; _ , :. - - r; • • .. t. is ��i f- ��� _. t - �r.�.. .�� .�.-. _ �� • �_ x _ �; i ■ # � �- � i:.� , • . • is a - - � - ! • s� f �� • - _ _ - - _ .. i. fr s, i Date: December 19, 2018 a A If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the I Manual for requirements. Ns tr r u t tr r' t .'E RI 1 1'--. Site Address / Lot No.: Permit e: Permit Number: Permit Holder: Phone: Mailing Address: Contact PersonPhone: Plan Prepared B ATTACHMENTS REQUIRED (Check o_fjrequired items that are attached to this plan Site Plan showing, to seals: ?areas of undisturbed native vegetation (no amendment required) -New planting beds and turf areas (amendment required) Type of soil improvement proposed for each area Soil test results (required if proposing custom amendment rates) Product test results for proposed amendments ARF,A # (should match �Irea # on Fite Plan) PLANTING TYPE _Turf _ Undisturbed native vegetation Planting Reds _ Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches (depth) of scarification needed to achieve finished total 1299 loosened depth. Subsoil will be scarified _ PRE=APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3,_1 (conversion. factor, inches to cubic yards) PRODUCT: Topsoil import = cu. yards per 1,000 sq. ft. Amend with compost X ,000s sq.f$. in this area Stockpile and amend = cubic yards of amendment —> - > QUANTITY: CU. Y S. _ cu. yds. stockpiled) needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import inches organic matter or topsoil import PRODUCT: — Topsoil & compost lift X 301 Amend = cu. yards / 1,000 sq. fi. Stockpile and amend X ,000s sq.ft. in this area _ C_ cu. yds. stockpiled) s = cubic yards of amendment QUANTITY: CU. YDS. MULCH _ ,000 sq.it. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) = cubic yards of mulch —> QUANTITY: CU. YDS. Version Dates December 19, 2018 i' 1 ••- � _+- • �f�r�io� �at�: ����mb�r 19; �41 � — __ - -- __— .— ----T�este�a.-�'ashia��-to�1��ase-ll-Sto�°�cwate� �e�rnit � — - --- �o APPENDIX 7 ®Determining construction Site sediment Damage Potential • - ��- � s� �• •• •��� - _ � _ �. � •: • ' a � . •. • - �� y: - Ver�i�n Date: ®ec�rt�ber 19, 201 i3 - - - - •^ he site, and proceed to step three. If none of the sediment/erosion sensitive features are IIIIIF 1A IF )ased an the most critical condition that affects 10% or more of the site. )redominant soil type on the site, Otherwise, soil information should be obtained from the .ounty soil determine Hydrologic b : step ]d Erosion Potential(Table- _Features f! " p •. • • ! DTf OT Me site. Total Score Transport Rating <100 Low I ❑ 100 High % high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. APPENDIX 4 — Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) TRUSS SOLD TO: 1 CASH SALE Roof Trusses PO Box 3168 Ferndale, WA 98248 Phone:(360)384-9000 Fax: (360) 384-8800 Website: www.louwstruss.com QUOTE Job Number: 2001288' DATE: 3/5/2020 JOB NAME: STEPHAN SMITH LOT 25 P.O. #: SALES REP: Connor Swift SALES PHONE: (360) 384.9000 PLANT: Burlington SHIP TO: 2720 LEER LN ANACORTES, WA 98221 LOT 25 PY Qty TC Pitch Span TC L-0H L-Cant L�tub L-Heel Wt. Label Profile Ply BC Pitch Height BC R-OH R-Cant R-Stub R-Heel Tot. Wt. 1 8 /12 16-06-00 2 x 4 � 2-00-00 � - - i 1-02-08 114 GE01 — - — --- ---- ; —? - - - 1-ply � 6-08-08 2 x 4 T 2-00-00 � ! i 1-02-08 114 � � I � � � = -- — — -- - ---� — — -- ----- - - - - - - Common Supported Gable ,Notes: � 8 /12 1 I- 28-00-08 , 2 x 4 2-00-00 - - 1-02-08 I 233 GE01 A 1- I � �� p y � ------- �-- - 1-02-08 � -'�--------_ ___ 233 10-06-11 2 x 4 2-00-00 II ------- - � I I I _— - —J---- ---- Common Structural Gable ;Notes: I 1 10 /12 I 23-04-00 2 x 4 � 2-00-00 - 1-06-08 222 GE02 I _- 1-ply � 11-03-03 2 x 4 2-00-00 - 1-06-08 222 __ --- _ __ _ _- - -_ Common Supported Gable � Notes: GE03 I I 1 5 /12 51-06-00 2 x 4 i - - - 8-08 439 � i 1-ply 11-05-04 i 2x4 i - - � - 8-08 439 Common Supported Gable i Notes: ; 1 5 f12 i 51-06-00 i 2 x 4 2-00-00 - - 8-08 442 � GE04 I __ 1-Ply 11-05-04 i 2 x 4 - i _ 8-OS � 442 T Common Supported Gable Notes: 1� 10 /12 7-07-00 2 x 4 .I 2-00-00 ! - � - � 4-13 39 GE05 j 1-ply ! 3-06-12 2 x 4 2-00-00 - - 4-13 39 Common Supported Gable Notes: GE06 � 1 10 /12 14-00-00 ' 2 x 4 Z-00-00 i - 1-06-08 120 1-ply 7-04-08 2 x 4 2-00-00 0-00 1-06-08 120 � Common Girder Notes: J01—` �- 2 10 /12 1-04-03 12 x 4 2-00-00—I 4-13 , 8 1-ply � 1-06-05 2 x 4 � - � � 1-06-05 j 16 ----- — --- -- � Notes: Jack -Open J02 � � 2 I 10 /12 � 2-00-00 2 x 4 2-00-00 - - 4-13 10 1-ply � 2-00-13 2 x 4 i 2-00-13 20 __ Jack -Open I Notes: J02A � � � 2 19.24 /12 � 2-01-06 2 x 4 '� 2-02-00 - - 4-13 10 I 1-ply 2-00-05 1 2 x 4 � 2-00-05 � 21 � � I ----1--------�------�--'--- Jack -Open 'Notes: 2 8 /12 16-06-00 ', 2 x 4 2-00-00 1-02-OS I 94 T01 /� 1-ply � � 6-08-08 i 2 x 4 2-00-00� 1-02-08 � 189 Common Notes: T01A 1 8 /12 i 28-00-08 1 2 x 4 ! 2-00-00 - 1-02-08 � 182 ,� 1-ply 10-06-11 � 2 x 4 T 1-10-03 �� - 1 1-02-08 182 -_ CommonNotes: _! T01 B; � 1 8 /12 28-00-08 �-10-06-11 � 2 x 4 2-00-00 - � - � 1-02-08 179 �� __- ,� � 1-Ply 2 x 4 i - _ __ - _ - 1-02-08 I 179 � Common � Notes: 1 8 /12 I 28-00-08 2 x 4 � - � - � - 1-02-08 �i 459 I T01C I --____-- -i 2-ply 10-06-11 2 x 6 - - - 1-02-08 459 I ---- ---J-- ---L--- - ---'- -- -! --- - - Common Girder Notes: Louws Truss Inc. - PO Box 3168 ,Ferndale Washington 98248 Phone: (360) 384-9000 QUOTE - 2001288 Connor Swift 3/512020 2001288 STEPHA�V SMITH LOT 25 Page: 2 of 3 Qty TC Pitch Span TC L-OH L-Cant LStub L-Heel Wt. Label Proirle Ply R-Heel Tot. Wt. BC Pitch Height BC R-OH R-Cant RStub i ��10 /12 'i 23-04-00 2 x 4 �, 2-00-00 ', - !� - 1-06-08 li 153 T02 -- --- -153 — - - --- -- _ _ - ,� i 1-Ply 'I _ 03-03 2 x 4 2-00-00 _' - � - 1-06-08 T Common i Notes: 1 10 /12 23-04-00 2 x 4 1-02-04 I 1-06-08 152 � � � T02A -- __ i � _-_ __�_ ���� - 1� 11-03-03 2 x 4 iI 1-06-08 152 � p Y 2-00-00 � � -- _ - - -- __ _ _ - Common Notes: T02B 1 10 /12 ' 23-04-00 12 x 4 � - 1-06-08 ! 202 'I � __ _ _._ ---. - 1-ply j � 11-03-03 � 2 x 8 = = i I 1-06-08 I 202 -�-------- Common Girder Notes: T03 � 5 5 H2 51-06-00 2 x 4 - - - I 8-08 i 292 _-_-___-__ 1-ply 11-05-04 2x4 - - - 8-08 I 1460 Common ;Notes:. T03A I ', 1 5 /12 51-06-00 2 x 6 � - - - � 8-08 i 370 � _ - I 1-Ply 2.5 /12 11-05-04 2 x 6 - - - 8-08 � 370 Roof Special Notes: T04 � 5 5 /12 � 51-06-00 2 x 4 2-00-00 - � - � 8-08 I� 313 ii 1-ply � 11-05-04 2 x 4 I - i - � 8-08 ' 1566 ; Common — __- Notes: ! 2 5 /12 I 51-06-00 2 x 4 2-00-00 8-08 j 271 ' T04A _ __.- — - i i 1-ply i - --� 11-05-04 � 2 x 4 L -- - �--- -- 8-OS 543 '� - - - - - Common � Notes: T05 I �1 5 /12 ! 51-06-00 2 x 4 I I - j I 8-08 r 791 Roof Special Girder P Y � — --- ' --, __ — - -- 2- I 2.5 /12 11-0� x 8 � �- - � - 8-08 791 � - --_--_- - Notes: 3 5 /12 J 25-06-00 2 x 4 - - 8=08 163 ii T05A I � _ I �-_ _- ___ __ L 1-ply 2.5 /12 11-04-00 2 x 4 - ' j 11-04-00 � 489 !I-- _ __ - Monopitch Notes: T05B ! 1 5 /12 51-06-00 -- ---- - 2 x 4 - - - _ � 8-08 �_ _784 - � _ _ __ --_ ! 2-Ply ', 2.5 /12 11-OS-04 � 2 x 4 ! - - � - � 8-08 i 784 _ -� _ -� _ _-- __ Roof Special Girder ', Notes: 4 � 5 /12 51-06-00 2 x 4 - � - 8-08 313 TOSC � _ � 11-ply ' 2.5 /12 11-05-04 2 x 4 - - I 8-08 1250 Roof Special Notes: � i 1 10 /12 � 14-00-00 2 x 4 � 2-00-00 - 1-06-OS 80 T06 � = 1-ply i 7-04-08 i 2 x 4 1-02-04 '� 1-06-0�— 80 Common Notes: � 1 ! 10 !12 i 14-00-00 2 x 4 � - � - � - � 1-06-08 'i 249 T06A i ® ! 2-ply ! 7-04-08 2 x 8 - I - - � 1-06-08 i 249 - Common Girder � Notes: T07 I, 3 � 10 112 i 7-07-00 2 x 4 2-00-00 - - 4-13 35 �� 1-pIY �� 3-06-12 2 x 4 � 2-00-00 _ - � - 4-13 � 106 ------- � __� -- _.- Common Notes: 2 I T07A 10/12 7-07-00 2 x 4 - - - 4-13 � 28 �l 1-ply 3-06-12 2 x 4 - - - 4-13 56 i Common � Notes: I i 1 7-01-00 � 2 x 4 - �_-_ - 11-04-00 ! 178 T08 ® - -- 11-04-00 2 x 8 I - ' - - _ __ 11-04-00 178 i 1 2-PIY 'I � Flat Girder '; Notes: T09 __ 1 _ __� 7-04-00 12 x 4 I — - 0-12 � - 2-02-00 82 --- - ------ --._ .. 2 ply_____ 2=02-00 ' 2_x 6 i - ' - -T i - -' 2-02-00 82 I -- —1 Flat Girder I Notes: T10 ' 3 _ 5 /12 13-06-00 1 2 x 4 12-00-00 - - 8-08 I 13 I 2-02-00 i 2 x 4 - i i 1--- - i 2-02-00 II i------- - - 40--�- 1-PIY � Jack-Open 'Notes: Roof Truss Totals: Louws Truss lnc. - PO Box 3168 , Ferndale Washington 98248 Phone: (360) 384-9000 QUOTE - 2001288 Connor Swift 3/5/2020 2001288 STEPHAN SMITH LOT 25 Page: 3 of 3 Hangers OTY TYPE SIZE LENGTH NOTE 7 Hanger JL24 12 Hanger JL26 7 Hanger MSH29 4 Hanger THD26-2 4 Hanger THD26 Total Hangers: Mise lterns QTY TYPE SIZE LENGTH NOTE 50 Blocks ZX4 Vent Block Total Misc. Items: Services Crane Time 2.5 Hours LOUWS TRUSS, INC. AGREES TO FURNISH PRODUCT LISTED CRANE SERVICE IS INCLUDED, WE RESERVE THE RIGHT TO LOUWS TRUSS, INC. Accepted By: ABOVE HAVING THE RIGHT TO MODIFY WEB PATTERNS TO MAXIMIZE EFFICIENCY OF TRUSS DESIGN. IF GROUND DROP PRODUCT DUE TO UNSAFE OR IMPRACTICAL JOBSITE SITUATIONS AS DETERMINED BY Date: DELIVERY INCLUDED Plateline Delive rY ADDITIONAL CRANE RENTAL WILL BE BILLED AT $200 PER HOUR TERMS 50% DOWN Print Name: Sales Tax Not Included TOTAL: $14,400.00 ALL SALES SUBJECT TO CREDIT POLICY /TERMS /APPROVAL AS DETERMINED BY LOUWS TRUSS, INC. ALL QUOTES GOOD FOR 10 DAYS FROM ISSUE OF QUOTE. Louws Truss Inc. - PO Box 3168 , Ferndale Washington 98248 Phone: (360) 384-9000 QUOTE - 2001288 Connor Swrft 3/5/2020 2001288 GE01 Common Supported Gable I CSZ� 28 27 26 25 24 23 22 21 20 19 18 17 iti 5x6 = 16-6-0 16-6-0 Scale=1:42.0 Plate Offsets X -- 26:0-3-0 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 15 I/defl L/d 120 PLATES GRIP MT20 220/195 TCLL 25.0 Plate Grip DOL 1,15 TC 0,29 Vert(LL) -0.04 n/r TCDL 7.0 Lumber DOL 1,15 BC 0,06 Vert(CT) -0.05 15 n/r 90 BCLL 0.0 ' Rep Stress ]nor YES WB 0,10 Horz(CT) 0.00 16 n/a n/a Weight: 114 lb FT = 0% BCDL 8.0 Code IRC2015ITP12014 Matrix-R LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 REACTIONS. All bearings 16-6-0 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. d ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide (Ib) - Max Horz28=198(LC 11) Max Uplift All uplift 100 Ib or less at joints) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=-104(LC 8) Max Grav All reactions 250 Ib or less at joints) 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=265(LC 23)116=263(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Comer(3) -2-0-0 to 1-7-0, Extedor(2) 1-7-0 to 8-3-0, Comer(3) 8-3-0 to 11-10-3, Exterior(2) 11-10-3 to 1 &&0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPl 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except Qt=lb) 28=104, 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-8=-64, 8-14=-64, 14-15=-64, 16-28=16 Continued on page 2 2001288 GE01 Common Supported Gable LOAD CASES) Uniform Loads (plf) Vert: 1-2=-28, 2-8=321 8-14=44, 14-15=40, 16-28=-16 Horz: 2-28=18, 1-2=24, 2-8=-20, 8-14=8, 14-15=12114-16=6 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Uniform Loads (plf) Vert: 1-2=-40, 2-8=-44, 8-14=-32, 14-15=-28, 16-28=16 Horz: 2-28=-6, 1-2=-121 2-8=-8, 8-14=20, 14-15=241 14-16=-18 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1. Uniform Loads (ply Vert: 1-2=-64, 2-8=-64, 8-14=-14, 14-15=-143 16-28=-16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=l Uniform Loads (plf) Vert: 1-2=-14 2-8=-14, 8-14=-64, 14-15=-64, 16-28=-16 1 I ' I Job Refere 8.330 s Jan ID: D87yiz?ovpmO?ITeVNLASozdyyn-KIU Lumber Increase=1.60, Plate Increase=1.60 15 15 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads Of) Vert: 1-2=-52, 2-8=-52, 8-14=-14, 14-15=-14, 16-28=16 26) 4th Dead + 0,75 Roof Live (unbalanced): Lumber Increase=1.15 Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-14, 2-8=-14, 8-14=-52, 14-15=-52, 16-28=-16 GE IA I Common structural Gable 11 s LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-13=-64, 13A9=-64, 19-20=-647 21-34=-16 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-52, 2A3=-52, 13A9=-52, 19-20=-521 21-34=-16 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=-14, 2A3=-14, 13-19=-14, 19-20=-141 21-34=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=45, 241=27, 13-41=21, 1343=27, 1943=21, 19-20=15, 21-34=-10 Harz: 1-2=-54, 2-41=-35, 1341=-29, 1343=35, 1943=29, 19-20=24, 2-34=17, 19-21=31 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 242=21, 1342=27, 13-44=21, 19-44=27119-20=45, 21-34=-10 Harz: 1-2=-24, 242=-29, 13-42=-35, 1344=29, 19-44=35, 19-20=54, 2-34=-31, 19-21=17 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-13=43, 13A9=43, 19-20=-38, 21-34=-16 Harz: 1-2=-24, 2-13=29, 13-19=29, 19-20=-241 2-34=- 20, 19-21=-28 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=38, 2A3=43, 13-19=43, 19-20=10, 21-34=-16 Harz: 1-2=24, 2-13=29, 13-19=-29, 19-20=24, 2-34=28, 19-21=20 8) Dead + 0.6 MWFRS Wind (Pas, internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-13=-11, 13-19=13, 19-20=7, 21-34=10 Harz: 1-2=-10, 2A3=3, 13-19=21, 19-20=16, 2-34=15, 19-21=20 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-13=13, 13-19=-11, 19-20=1, 21-34=10 Harz: 1-2=-161 2-13=-21, 13-19=-3, 19-20=10, 2-34=-20, 19-21=A5 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-22, 2-13=-27, 13-19=-4, 19-20=2, 21-34=16 Harz: 1-2=8, 2A3=13, 13-19=10, 19-20=16, 2-34=26, 19-21=9 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-13=4, 13-19=-27, 19-20=-22, 21-34=-16 Harz: 1-2=-16, 2A3=-10, 13-19=-13, 19-20=-8, 2-34=-9, 19-21=-26 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=24, 2-13=29, 13-19=13, 19-20=7, 21-34=-10 Harz: 1-2=-32, 2-13=-37, 13-19=21, 19-20=16, 2-34=13, 19-21=18 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=7, 2-13=13, 13-19=29, 19-20=24, 21-34=-10 Harz: 1-2=A6, 2-13=-21, 13-19=37, 19-20=32, 2-34=-18, 19-21=-13 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 14=12, 2A3=18, 13-19=8, 19-20=3, 21-34=-10 Harz: 1-2=-21, 2A3=-26, 13-19=16, 19-20=11, 2-34=7, 19-21=14 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-13=8, 13-19=18, 19-20=12, 21-34=-10 Harz: 1-2=-11, 2AZI=-16, 13-19=26, 19-20=21, 2-34=14, 19-21=-7 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert. 1-2=18, 2-13=13, 13-19=4, 19-20=2, 21-34=-16 Horz. 1-2=-32, 2A3=-27, 13-19=10, 19-20=16, 2-34=24, 19-21=7 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=2, 2-13=-4, 13-19=13, 19-20=18, 21-34=-16 Harz: 1-2=-16, 2A3=-10, 13-19=27, 19-20=32, 2-34=-7, 19-21=-24 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-14, 2A3=A41 13-19=-141 19-20=-147 21-34=16 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-58, 2-13=-62, 13-19=44, 19-20=40, 21-34=-16 Harz: 1-2=6, 2-13=10, 13-19=8, 19-20=12, 2-34=19, 19-21=7 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 286 1 GE02 I Common Supported Gable a r�!�1 4x4 = 11 41 40 39 38 37 36 35 � 33 32 31 30 29 28 27 26 25 24 23 22 3x4 I I 3x4 = 3x4 I I 23-0-0 23-4-0 Scale = 1:69.7 Plate Offsets X Y - 3:0-3-0 0-3-0 19:0-3-0 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 21 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.05 21 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 22 n/a n/a Weight: 222 lb FT = 0% BCDL 8.0 Code IRC2015ITP12014 Matrix-R LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 OF No.2 WEBS 2x4 OF No.2 OTHERS 2x4 OF No.2 REACTIONS. All bearings 23-4-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-31, 10-3219-33, 12-30, 13-29 (Ib) - Max Horz41=-319(LC 10) Max Uplift Al uplift 100 Ib or less at joints) 32, 33, 34, 36, 37, 38, 39, 30, 29, 281 27, 261 25, 24 except4l=-325(LC 8), 22=-279(LC 9), 40=-268(LC 9), 23=-235(LC 8) Max Grav All reactions 250 lb or less at joint(s) 32, 33, 34, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23 except 41=412(LC 20), 22=374(LC 19), 31=337(LC 13), 40=274(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-297/227, 8-9=-222/296, 9-10=-275/359, 10A 1=-288/373, 1 1-1 2=-288/373, 12A 3=275/359, 13-14=-222/296, 20-22=-280/224 WEBS 11-31=-390/270 Installation guide MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 1-7-3, Exterior(2) 1-7-3 to 11-&0, Comer(3) 11-8-0 to 95-3-3, Exterior(2) 15-3-3 to 25-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This%truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 33, 34, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24 except Qt=lb) 41=325, 22=279, 40=268, 23=235. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2001288 I GE02 I Common Supported Gable ID:D87yiz?ovpmu ri 1 N LOAD CASES) Uniform Loads (plf) Vert: 1-2=-40, 2-11=44, 11-20=-62, 20-21=-58, 2241=-16 Horz: 241=-7, 1-2=-12, 2-11=-8, 11-20=-10, 20-21=-6, 20-22=-19 21) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-11=-32, 11-20=44, 20-21=40, 2241=-16 Horz: 241=18, 1-2=-24, 2-11=-20, 11-20=8, 20-21=12, 20-22=6 22) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=40, 2-11=-44, 11-20=-32, 20-21=-28, 2241=A6 Horz: 241=-6, 1-2=-121 2-11=-81 11-20=20, 20-21=24, 20-22=-18 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-11=-64, 11-20=-141 20-21=-14, 22 41=-16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-14, 2-11=-14, 11-20=-64, 20-21=-64, 2241=-16 25) 3rd Dead + 0,75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-52, 2-11=-52, 11-20=-14; 20-21=-14, 2241=-16 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) =-1 Vert: 1-2=-14, 2-114, 11-20=-52, 20-21=-51, 22-41=-16 q toss russ ype ty y STEPHAN SMITH LOT25 2001288 GE03 Common Supported Gable 1 1 Job Reference o tional a tan a ion 99 9n9n th 15frip. Inc Thu Mar 5 13:20:53 2020 Paqe 2 LOUWa I,uss, Inc.,?rem dala, WA ss2a8 ID:D87yiz?ovpmO?ITeVNLASozdyyn-OTIPTimLN4jdgMvSYlpofUzU4hV84Eh4uCXPcgzdx 18 LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-64, 20-39=-64, 1-39=A6 2) Dead + 0,75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-51, 20-39=-52, 1-39=AIB 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-20=A4, 20-39=-14, 1-39=-36 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-77=57, 2047=33, 20-24=57, 24-39=33, 1-39=10 Horz: 1-77=-65, 20-77=41, 20-24=65, 24-39=41 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=33, 16-20=57, 20-78=33, 39-78=57, 1-39=-10 Horz: 1-16=41, 16-20=-65, 2048=41., 39-78=65 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=-28, 20-39=-28, 1-39=-16 Horz: 1-20=14, 20-39=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-20=-28, 20-39=-28, 1-39=-16 Horz: 1-20=14, 20-39=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=18, 20-39=16, 1-39=-10 Horz: 1-20=-27, 20-39=25 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=16, 20-39=18, 1-39=-10 Horz: 1-20=-25, 20-39=27 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=2, 20-39=-0, 1-39=-16 Horz: 1-20=-16, 20-39=14 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=-0, 20-39=2, 1-39=-16 Harz: 1-20=14, 20-39=16 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=29, 20-39=131 1-39=-10 Horz: 1-20=-37, 20-39=21 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=13, 20-39=29, 1-39=-10 Horz: 1-20=-21, 20-39=37 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=18, 20-39=8, 1-39=-10 Horz: 1-20=-26, 20-39=16 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=8, 20-39=18, 1-39=-10 . Horz: 1-20=-16, 20-39=26 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert, 1-20=13, 20-39=41 1-39=-16 Horz: 1-20=-27, 20-39=10 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=4, 20-39=13, 1-39=-16 Harz: 1-20=-10, 20-39=27 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-20=-14, 20-39=A4, 1-39=-16 19) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-20=-39, 20-39=41, 1-39=-16 Harz: 1-20=-12, 20-39=10 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 2001288 I GE04 I Common Supported Gable W 5x6 = 5.00 12 20 21 22 4X6 II 77 76 75 74 73 72 71 70 69 fi8 67 66 65 64 63 62 61 60 59 58 57 56 55 54 a7 0� of ou as yo `�� vo `^' `'-' "' 5x6 = 5x6 = 5x6 = Scale = 1:89.0 Plate Offsets (X Y) [2 0 2 0 0 0 10] [100 3 0 0 3 0] [320 3 0 0 3 0] [400 2 0 0-1-10] [500-3-0 0-3-0] [590-3-0 0-3-0] [680-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP MT20 220/195 TCLL 25.0 Plate Grip DOL 1,15 TC 0.24 Vert(LL) -0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.15 BC 0,05 Vert(CT) -0.01 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0,09 Horz(CT) 0.01 40 n/a n/a Weight: 442 lb FT = 0% BCDL 8.0 Code IRC2015/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 OF No.2 WEBS 2x4 OF No.2 OTHERS 2x4 OF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 21-591 20-60, 19-61, 18-62, 17-63, 16-64, 22-58, 23-573 24-561 25-551 26=54 REACTIONS. All bearings 51-6-0. (Ib) - Max Horz2=193(LC 12) Max Uplift All uplift 100 Ib or less at joints) 2, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 773 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 Max Grav All reactions 250 lb or less at joint(s) 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, % 70, 71, 72, 73, 74, 75, 76, 77, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 413 40 except 2=276(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-84/268, 17-18=-93/293, 18-19=-102/318, 19-20=-111J346, 20-21=-115/358, 21-22=-115/362, 22-23=-111/351, 23-24=-102/322, 24-25=-93/297, 25-26=-84/273 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 3-1-0, Exterior(2) 3-1-0 to 25-9-0, Comer(3) 25-9-0 to 31-1-0, Exterior(2) 31-1-0 to 51-6-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. LOAD CASE(S) Continued on page 2 2001288 I GE04 I Common Supported Gable LOAD cASE(S) Uniform Loads Of) Vert: 1-2=-37, 2-21=-41, 21-40=-39, 240=-16 Harz: 1-2=-15, 2-21=-10, 21-40=12 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-21=-321 2140=44, 240=16 Harz: 1-2=-24, 2-21=201 2140=8 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-21=44, 21-40=-32, 2-40=-16 Harz: 1-2=12, 2-21=8, 2140=20 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-21=-64, 21-40=A41 240=-16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-21=A4, 2140=-641 240=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-21=-51, 2140=-141 240=A6 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-21=-14, 2140=-521 2-40=-16 GE05 IGABLE Reference I D:D87yiz?ovpmO?ITeVNLASozdyyn-oeP_YJ5L LOAD CASES) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-141 2-8=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-5=31, 5-8=31, 8-9=26, 2-8=-10 Harz: 1-2=-58, 2-5=-40, 5-8=40, 8-9=34 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 2-5=31, 5-8=311 8-9=501 2-8=-10 Harz: 1-2=-34, 2-5=40, 5-8=40, 8-9=58 6) Dead+ 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=45, 5-8=45, 8-9=40, 2-8=-16 Harz: 1-2=-26, 2-5=31, 5-8=-31, 8-9=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-5=45, 5-8=45, 8-9=12, 2-8=-16 Harz: 1-2=26, 2-5=31, 5-8=-31, 8-9=26 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-5=-11, 5-8=13, 8-9=7, 2-8=-10 Harz: 1-2=-10, 2-5=3, 5-8=21, 8-9=16 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-5=131 5-8=-11, 8-9=1, 2-8=-10 Harz: 1-2=-16, 2-5=-21, 5-8=-3, 8-9=10 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-5=-27, 5-8=4, 8-9=2, 2-8=-16 Harz: 1-2=8, 2-5=13, 5-8=10, 8-9=16 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=2, 2-5=-4, 5-8=-27, 8-9=-22, 2-8=-16 Harz 1-2=-16, 2-5=-10, 5-8=-13, 8-9=-8 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-5=2915-8=13, 8-9=7, 2-8=-10 Harz: 1-2=-32, 2-5=-37, 5-8=21, 8-9=16 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=712-5=13, 5-8=29, 8-9=24, 2-8=-10 Harz: 1-2=-16, 2-5=-21, 5-8=37, 8-9=32 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=18, 5-8=8, 8-9=3, 2-8=10 Harz: 1-2=-211 2-5=26, 5-8=16, 8-9=11 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-5=81 5-8=18, 8-9=12, 2-8=-10 Harz: 1-2=-111 2-5=-16, 5-8=26, 8-9=21 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-5=13, 5-8=4, 8-9=2, 2-8=-16 Harz: 1-2=-32, 2-5=-27, 5-8=10, 8-9=16 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-5=415-8=13, 8-9=18, 2-8=-16 Harz. 1-2=-16, 2-5=-10, 5-8=27, 8-9=32 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-14, 2-8=-16 19) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-58, 2-5=-62, 5-8=44, 8-9=40, 2-8=-16 Harz: 1-2=6, 2-5=10, 5-8=6, 8-9=12 20) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-5=44, 5-8=-62, 8-9=-58, 2-8=-16 Harz: 1-2=-12, 2-5=-8, 5-8=-10, 8-9=-6 21) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-32, 5-8=44, 8-9=401 2-8=-16 Harz: 1-2=-24, 2-5=-20, 5-8=8, 8-9=12 22) Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 — _ ST - o russ truss type ty y EPHAN SMITH LOT 25 2001288 GE06 Common Girder 1 1 Job Reference c tional Louws Truss, Ina:Femdale, WA 98248 8.330 s Jan 22 I .1. M Tek Industries, Inc. Thu Mar 5 14:1423 2020 Page 1 ID:D87yiz?ovpmO?ITeVNLASozdyyn-11jvAJdsQM89xglObvPYmPw_rf2OB?LZ1 g7FGczdwF_ -2-0-0 740-0 14-0-0 16-04 2-0-0 7-0-0 7-0-0 Z" T 7 _ Scale = 1:45.6 2x4 I I 19 3x4 = JL24 JL24 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud � PLATES GRIP TCLL 25.0 Plate Grip DOL 1,15 TC 0,34 Vert(LL) 0.01 17-18 >999 240 MT20 220/195 TCDL TO Lumber DOL 1.15 BC 0,14 Vert(CT) -0.02 17-18 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0,15 Horz(CT) 0.01 14 n/a n/a BCDL 8.0 Code IRC2015ITP12014 Matrix-SH Weight: 120 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2 JOINTS 1 Brace at Jt(s): 227 24, 27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 2-7-12 (lb) - Max Horz 21 =-226(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) 21, 14 except 20=-332(LC 34), 15=-341(LC 35) Max Grav All reactions 250 Ib or less atjoint(s) 20, 15 except 21=365(LC 1), 14=377(LC 23), 19=502(LC 1), 19=502(LC 1), 16=515(LC 40), 16=492(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-303l77, 12-14=-317/78 BOT CHORD 19-32=-25/500, 18-32=-25/500, 18-33=0/464, 33-34=0/464, 17-34=0/464, 17-35=0l460, 16-354/460 WEBS 23-29=-415/23, 22-23=-413/23, 22-26=-413/23, 26-30=-415/22, 19-25=-493/47, 24-25=-493/31, 24-29=-403/0, 27-30=-394/4, 27-28=-467/46, 16-28=-468161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf, h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 14 except Qt=1b) 20=332, 15=341. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Use USP JL24 (With 4-1 Od nails into Girder & 2-1 Od x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max, starting at 5-1 1-4 from the left end to 7-1 1-4 to connecttruss(es) J02 (1 ply 2x4 DF) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 153 lb up at 10-0-1 on top chord, and 5 lb down at 3-11-151 6 lb down at 4-9-15, and 6 lb down at 9-2-1, and 5 lb down at 10-0-1 on bottom Continue on deEgn/selection of such connection device(s) is the responsibility of others. 2001288 I GE06 I Common Girder 1 a.ssu s pan 87yiz? ovpmO? ITeV N LASozdyyn-1 LOAD CASES) Concentrated Loads (lb) Vert: 31=33(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-14, 2-7=-14, 7-12=-14, 12-13=-14, 14-21=-16 Concentrated Loads (lb) Vert: 31=33(B) 32=-2(B) 33=-2(B) 34=-2(B) 35=-2(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=58, 2-7=-6297A2=-44, 12-13=-40, 14-21=-16 Harz: 1-2=6, 2-7=10, 7-12=8, 12-13=12, 2-21=19, 12-14=7 Concentrated Loads (lb) Vert 31=114(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-7=-44, 7-12=-62, 12-13=-58, 14-21=-16 Harz: 1-2=-12, 2-7=-8, 7-12=10, 12-13=-6, 2-21=-7, 12-14=-19 Concentrated Loads (lb) Vert: 31=131(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-7=-32, 7A2=-44, 12A3=40, 14-21=-16 Harz: 1-2=-24, 2-7=-20, 7-12=8, 12-13=12, 2-21=18, 12-14=6 Concentrated Loads (lb) Vert: 31=114(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-7=44, 7-12=-32, 12A3=-28, 14-21=-16 Harz: 1-2=-12, 24=-8, 7-12=20, 12-13=24, 2-21=-6, 12-14=-18 Concentrated Loads (lb) Vert: 31=114(B) 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-7=-64, 7-12=-14, 12-13=A4, 14-21=-16 Concentrated Loads (lb) Vert: 31=33(B) 32=-2(B) 33=-2(13) 34=-2(B) 35=2(B) 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=14, 2-7=-14, 7-12=-64, 12-13=-64, 14-21=-16 Concentrated Loads (lb) Vert: 31=33(B) 32=-2(13) 33=-2(B) 34=-2(B) 35=-2(B) 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-52, 2-7=-52, 7-12=-14, 12-13=-14, 14-21=-16 Concentrated Loads (lb) Vert: 31=33(B) 32=-2(B) 33=-2(B) 34=-2(B) 35=-2(13) 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-14, 2-7=-14, 7-12=-52, 12-13=-52, 14-21=-16 Concentrated Loads (lb) Vert: 31=33(B) 32=-2(13) 33=-2(B) 34=-2(B) 35=-2(B) 23) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 24=-64, 7-12=-64, 12-13=-64, 14-21=-16 Concentrated Loads (lb) Vert: 31=153(B) 32=-2(121) 33=-2(13) 34=-2(B) 35=-2(B) 24) Reversal: Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-52, 2-7=-52, 7A2=-52, 12-13=-52, 14-21=-16 Concentrated Loads (lb) Vert: 31=123(B) 32=2(13) 33=-2(B) 34=-2(B) 35=-2(13) 25) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-14, 2-7=-14, 7-12=-14, 12-13=A4714-21=-16 Concentrated Loads (lb) Vert: 31=33(B) 32=-2(B) 33=2(B) 34=-2(B) 35=-2(B) 26) Reversal: 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-7=-64, 7-12=-14, 12-13=-14, 14-21=16 Concentrated Loads (lb) Vert: 31=82(B) 32=-2(B) 33=-2(B) 34=2(B) 35=-2(B) 27) Reversal: 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert. 1-2=-14, 2-7=-14, 7-12=-64, 12)A3=-64114-21=-16 Concentrated Loads (lb) Vert. 31=153(B) 32=-2(B) 33=-2(13) 34=-2(B) 35=-2(13) Continued on page 4 p toss 'Fuss ype y STEPHAN SMITH LOT25 2001288 GE06 Common Girder 1 1 Job Reference o tional 8.330 Jan22 2020 MiTek Industries Inc Thu Mar 514:14:23 2020 Page 5 Louws Truss, Inc., Femdale, VVA 98248 ID:D 87yiz?ovpmO?ITeVN LASozdyyn-11jvAJdsQM89xglObvPYmPw_rf2OB?LZ1 g7FGczdwF_ LOAD CASES) 41) Reversal: Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 24=44, 7-12=-62, 12-13=-58, 14-21=-16 Horz: 1-2=-12, 24=-8, 7-12=-10, 12-13=-6, 2-21=4, 12-14=-19 Concentrated Loads (lb) Vert: 31=2(B) 32=-2(B) 33=-2(B) 34=-2(B) 35=-2(13) 42) Reversal: Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Int) 2001288 IJ01 IJadc-open LOAD CASES) Uniform Loads (plf) Vert: 1-2=51, 2-3=331 24=-10 Harz: 1-2=-60, 2-3=41 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=331 24=-10 Harz: 1-2=-36, 2-3=41 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-3=46, 24=-16 Harz: 1-2=-27, 2-3=32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-3=461 2-4=-16 Harz: 1-2=27, 2-3=32 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-3=-11, 2-4=-10 Harz: 1-2=-10, 2-3=3 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=13, 2-4=-10 Harz: 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-3=-27, 24=-16 Harz: 1-2=8, 2-3=13 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=4, 24=-16 Harz: 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-3=29, 24=-10 Harz: 1-2=-32, 2-3=-37 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=8, 24=-10 Harz: 1-2=11, 2-3=-16 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=18, 2-4=-10 Harz: 1-2=21, 2-3=-26 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=8, 2-4=-10 Harz: 1-2=-11, 2-3=16 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=13, 24=-16 Harz: 1-2=-32, 2-3=-27 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-8, 24=-16 Harz: 1-2=-11, 2-3=-6 18) Dead: Lumber Increase=0.90, Plate (ncrease=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-14, 24=-16 19) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=-58, 2-3=-62, 24=-16 Harz: 1-2=6, 2-3=10 20) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-3=44, 24=-16 Harz: 1-2=-12, 2-3=-8 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.601 Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-32, 24=16 Harz: 1-2=-24, 2-3=-20 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-3=47, 2-4=-16 Harz: 1-2=-8, 2-3=4 2001288 IJ02 IJack-Open LOAD CASES) Uniform Loads (plf) Vert: 1-2=51, 2-5=33, 3-5=271 24=-10 Harz: 1-2=-60, 2-5=41, 3-5=-35 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=33, 24=-10 Harz: 1-2=-36, 2-3=41 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=13, 2-3=46, 2-4=-16 Harz: 1-2=-27, 2-3=32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-3=-46, 2-4=-16 Harz: 1-2=27, 2-3=32 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-3=-11, 24=-10 Harz: 1-2=-10, 2-3=3 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=131 24=-10 Harz: 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-3=-27, 2-4=-16 Harz: 1-2=8, 2-3=13 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-2=2, 2-3=4, 24=-16 Harz: 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-3=29, 2-4=-10 Harz. 1-2= 32, 2-3=-37 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=8, 24=-10 Harz: 1-2=11, 2-3=-16 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=18, 2-4=-10 Harz: 1-2=21, 2-3=-26 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=3, 2-3=8, 24=-10 Harz: 1-2=-111 2-3=-16 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=131 24=-16 Harz: 1-2=-32, 2-3=-27 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-8, 2-4=-16 Harz: 1-2=-11, 2-3=-6 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (p(f) Vert: 1-3=-14, 2-4=-16 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=-58, 2-3=-62, 2-4=-16 Harz: 1-2=6, 2-3=10 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-3=44, 2-4=-16 Harz: 1-2=-12, 2-3=-8 21) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-32, 2-4=-16 Harz 1-2=-24, 2-3=-20 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-3=47, 2-4=-16 Harz: 1-2=-8, 2-3=4 2001288 l6a Jack -Open Mg LOAD CA kE ) 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=33, 24=-10 Harz: 1-2=-36, 2-3=41 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-3=46, 24=-16 Harz: 1-2=-27, 2-3=32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=46, 2-4=-16 Harz: 1-2=27, 2-3=32 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-3=-11, 24=-10 Harz: 1-2=10, 2-3=3 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=13, 24=-10 Harz: 1-2=-16, 2-3=-21 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-3=-27, 2-4=-16 Hors: 1-2=8, 2-3=13 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=4, 2-4=-16 Harz: 1-2=-16, 2-3=-10 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-3=29, 24=-10 Harz 1-2=-32, 2-3=-37 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Uniform Loads (plf) Vert: 1-2=3, 2-3=8, 2-4=-10 Harz: 1-2=-11, 2-3=-16 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Uniform Loads (plf) Vert: 1-2=12, 2-3=18, 2-4=-10 Harz: 1-2=21, 2-3=26 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Uniform Loads (plf) Vert: 1-2=3, 2-3=81 2-4=-10 Harz: 1-2=-11, 2-3=-16 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Uniform Loads (plf) Vert: 1-2=18, 2-3=13, 2-4=-16 Harz: 1-2=-32, 2-3=-27 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-8, 2-4=-16 Harz: 1-2=-11, 2-3=-6 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) V rt 1 3- 14 2-4=-16 Plate Increase=1.60 Plate Increase=1.60 Plate Increase=1.60 Plate Increase=1.60 Plate Increase=1.60 e 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plfl Vert 1-2=-58, 2-3=-62, 2-4=-16 Harz: 1-2=6, 2-3=10 20) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=40, 2-3=-44, 24=-16 Harz: 1-2=-12, 2-3=-8 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Uniform Loads (plf) Vert: 1-2=-28, 2-3=-32, 24=-16 Harz: 1 2- 24 2 3- 20 Lumber Increase=1.60, Plate Increase=1.60 - 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-3=47, 2-4=-16 Harz: 1-2=-8, 2-3=4 Common ID:D87yiz?ovpMu r LOAD CASES) Uniform Loads (plf) Vert: 1-2=-14, 24=-14, 4-6=-141 6-7=-141 8-10=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-11=27, 4-11=21, 4-13=27, 6-13=21, 6-7=16, 8-10=-10 Harz: 1-2=-54, 2-11=-351 4-11=-30, 4-13=35, 6-13=30, 6-7=24, 2-10=19, 6-8=33 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.601 Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-12=21, 4-12=27, 4-14=21, 6-14=27, 6-7=46, 8-10=-10 Harz: 1-2=-24, 2-12=-30, 4-12=-35, 4-14=30, 6-14=35, 64=54, 2-10=33, 6-8=-19 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=43, 4-6=43, 6-7=-38, 8-10=A6 Harz: 1-2=-24, 24=29, 4-6=-29, 6-7=-24, 2-10=-22, 6-8=-30 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-4=-43, 4-6=43, 6-7=101 8-10=-16 Harz: 1-2=24, 2-1=29, 4-6=-291 6-7=24, 2-10=30, 6-8=22 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 24=A1, 4-6=13, 6-7=7, 8-10=10 Harz: 1-2=-10, 24=3, 4-6=21, 6-7=16, 2-10=15, 6-8=20 9) Dead+ 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=13, 4-6=-11, 6-7=1, 8-10=-10 Harz: 1-2=16, 2-4=-21, 4-6=-3, 6-7=10, 2-10=-20, 6-8=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=-27, 4-6=-4, 6-7=2, 8-10=-16 Harz: 1-2=8, 24=13, 4-6=10, 6-7=16, 2-10=26, 6-8=9 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 24=-4, 4-6=-27, 6-7=-22, 8-10=-16 Harz: 1-2=A6, 2-4=10, 4-6=-13, 64=-8, 2-10=-91 6-8=-26 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=29, 4-6=13, 6-7=7, 8-10=-10 Harz: 1-2=-32, 2-4=-371 4-6=21, 6-7=1fi7 2-10=13, 6-8=18 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 24=131 4-6=29, 6-7=24, 8-10=-10 Harz: 1-2=-16, 2-4=-21, 4-6=37, 6-7=32, 2-10=-1816-8=-13 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 24=18, 4-6=8, 6-7=3, 8-10=-10 Harz: 1-2=-21, 24=-26, 4-6=16, 6-7=11, 2-10=7, 6-8=14 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-2=3, 24=8, 4-6=18, 6-7=12, 5-10=A0 Harz: 1-2=A1, 2-4=-16, 4-6=26, 6-7=210 2-10=-141 6-8=-7 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 24=131 4-6=4, 6-7=2, 8-10=16 Harz: 1-2=-32, 2-4=-27, 4-6=10, 64=16, 2-10=24, 6-8=7 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.601 Plate Increase=1.60 Uniform Loads (p(f) Vert. 1-2=2, 2-4=-4, 4-6=13, 6-7=18, 8-10=A6 Harz: 1-2=-16, 24=-10, 4-6=27, 6-7=32, 2-10=-71 6-8=-24 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt, metal=0.90 Uniform Loads (plf) Vert: 1-2=-14, 24=-141 4-6=-14, 6-7=-14, 8-10=-16 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-58, 24=-621 4-6=-44, 6-7=-40, 8-10=-16 Harz: 1-2=6, 2-4=10, 4-6=8, 6-7=12, 2-10=19, 6-8=7 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Incre2se=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=40, 2-4=441 4-6=-62, 6-7=-58, 8-10=-16 Harz: 1-2=12, 24=-8, 4-6=A0, 6-7=-6, 2-10=-7, 6-8=-19 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-321 4-6=-44, 64=40, 8-10=A6 Harz: 1-2=-24, 2-4=-20, 4-6=8, 6-7=12, 2-10=18, 6-8=6 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Common tin 4x4 = 3x4 = 5x8 = 4x4 = 2x4 I I Scale = 1:65.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1,15 TC 0.52 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1,15 BC 0.33 Vert(CT) -0.09 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(CT) 0.01 9 n/a n/a Weight: 182 lb FT = 0% BCDL 8.0 Code IRC2015/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: &0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-12, 5-111 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 14=591/0-5-8 (min. 0-1-8), 12=1131/0-5-8 (min. 0-1-8), 9=763/0-5-8 (min. 0-1 Max Harz 14=289(LC 11) Max Upliftl4=-97(LC 12), 12=236(LC 12), 9=-168(LC 13) Max Grav 14=591 (LC 1), 12=1131(LC 1), 9=768(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-437/52, 3-15=-330/78, 6-17=-275/117, 6-18=-505/134, 7-18=-703/104, 2-14=-547/189, 7-9=-717/215 BOT CHORD 13-14=-260/324, 12-13=-120/375, 11-19=0/481, 10-19=0/481, 9-10=-78/268 WEBS 3-12=-414/204, 4-12=-803/143, 4-11=-58/518, 6-11=-553/248, 6-10=0/250, 7-10=0/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=42psf, BCDL=4.8psf; h=25ft; Cat. ll; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 14-0-4, Extenor(2) 14-0-4 to 17-7-7, Interior(1) 17-7-7 to 29-10A 1 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = B.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except Qt=lb) 12=236, 9=168. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Dead LOAD CASE(S) + Roof Live (balanced) Lumber Increase=1.15 Plate Increase=1.15 1) Uniform Loads (calf) Vert: 1-2=-64, 2-5=-64, 5-7=-64, 7-8=-64, 9-14=-16 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 1) Uniform Loads (calf) Vert: 1-2=-64, 2-5=-64, 5-7=-64, 7-8=-64, 9-14=-16 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Common Job LOAD CASES) 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Uniform Loads (plf) Vert: 1-2=-281 2-5=-321 5-7=-44, 7-8=-40, 14-19=16, 10-19=-46, 9-10=-16 Horz: 1-2=-24, 2-5=-20, 5-7=8, 7-8=12, 2-14=18, 7-9=6 22) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 5-7=-32, 7-8=-28, 14-19=-16, 10-19=-46, 9A0=-16 Horz: 1-2=12, 2-5=8, 5-7=20, 7-8=24, 2-14= 6, 7-9=-18 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-5=-64, 5-7=A41 7-8=-14, 9-14=-16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-14, 2-5=A4, 5-7=-64, 7-8=4K 9-14=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=l Uniform Loads (plf) Vert: 1-2=-52, 2-5=-52, 5-7=-14, 7-8=A4, 14-19=-16, 10-19=-46, 9-10=16 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=l Uniform Loads (plf) Vert: 1-2=A4, 2-5=-14, 5-7=-52, 7-8=-51, 14-19=-16, 10-19=-46, 9-10=-16 Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 15, Plate Increase=1.15 15, Plate Increase=1.15 Job I russ russ ype ty y STEPHAN SMITH LOT25 2001288 T018 Common 1 1 Job Reference (optional) 8,330 s Jan 22 2020 MTek Industries Inc Thu Mar 5 13:27:32 2020 Page 2 Louws Truss, Inc, Femdale, WA 98248 I D:D87yiz?ovpmO? ITeVN LASozdyyn-rEM EC8bdQg_0 Bgv8Q2TM Kd?YZXcs3dEpe_hO52zdwwv LOAD CASES) Uniform Loads (plf) Vert: 1-2=-52, 2-5=-52, 5-7=-52, 13-18=-16, 9-18=461 8-9=-16 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=A4, 2-5=-14, 5-7=-14, 8-13=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2A4=27, 5A4=21, 5-16=27, 7A6=21, 8-13=-10 Harz: 1-2=-54, 2-14=-35, 5-14=-29, 5-16=35, 7-16=29, 2A3=17, 7-8=31 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-15=21, 5A5=27, 5-17=21, 7-17=27, 5-13=-10 Harz: 1-2=-24, 2A5=-29, 5-15=-35, 5-17=29, 7-17=35, 2A3=-3117-8=-17 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-5=43, 5-7=-43, 8-13=A6 Harz: 1-2=-24, 2-5=29, 5-7=-29, 2AZI=-20, 7-8=-28 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-5=43, 5-7=43, 8-13=-16 Harz: 1-2=24, 2-5=29, 54=-29, 2-13=28, 7-8=20 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-5=-11, 5-7=13, 8-13=-10 Harz: 1-2=A0, 2-5=3, 5-7=21, 2-13=15, 7-8=20 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-5=13, 5-7=-11, 8-13=A0 Harz: 1-2=-16, 2-5=-21, 5-7=-3, 2A3=-20, 7-8=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-5=-27, 5-7=4, 8-13=-16 Harz: 1-2=8, 2-5=13, 5-7=10, 2-13=26, 7-8=9 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=2, 2-5=4, 5-7=-27, 8-13=16 Harz: 1-2=-16, 2-5=-10, 54=-131 2-13=-% 7-8=-26 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-5=29, 5-7=13, 8-13=10 Harz: 1-2=-32, 2-5=-37, 5-7=21, 2-13=13, 7-8=18 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-5=13, 5-7=29, 8-13=-10 Harz: 1-2=-16, 2-5=-21, 5-7=37, 2A3=-18, 7-8=-13 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=18, 5-7=8, 8-13=-10 Harz: 1-2=-21, 2-5=-26, 5-7=16, 2-13=7, 7-8=14 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=3, 2-5=8, 5-7=18, 8-13=-10 Harz: 1-2=-11, 2-5=-16, 5-7=26, 2-13=-14, 7-8=4 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-5=13, 5-7=4, 8-13=-16 Harz: 1-2=-32, 2-5=-27, 5-7=10, 2-13=24, 7-8=7 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-5=-4, 54=13, 8-13=-16 Harz 1-2=-1(3, 2-5=-10, 5-7=27, 2-13=4, 7-8=-24 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-5=-14, 5-7=-14, 13-18=A6, 9-18=-56, 8-9=16 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-58, 2-5=62, 5-7=-44, 13-18=-16, 9-18=-46, 8-9=-16 Harz: 1-2=6, 2-5=10, 5-7=8, 2-13=19, 7-8=7 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-5=44, 5-7=-62, 13-18=-16, 9-18=-46, 8-9=-16 Harz: 1-2=-12, 2-5=-8, 5-7=-10, 2-13=-7, 7-8=-19 Continued on page 3 COMMON GIRDER 2 l Job 3x6 �i 5x8 ei 6 5x6 i 5 T 4 3x6 of 6x6 HV1 2 5 1 1 3 04 5x12 111918 20 17 2116 ' 3x1O II 10x10 = 4x4 = 7x8 = MSH29 10x10 = MSH29 MSH29 MSH29 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 TCDL 7.0 Lumber DOL 1.15 BC 0.52 BCLL 0.0 * Rep Stress Incr NO WB 0.91 BCDL 8.0 Code IRC2015/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF 2400F 2.0E *Except* 132: 2x6 DF No.2 WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS -e 2-0-6, Right 2x8 DF SS -a 3-0-11 5x6 8 3x6 9 4 5x6 p 1 10 3 11 12 N 2 3x4 = f� 2x4 I I DEFL. in (loc) I/deft Ud Vert(LL) -0.0617-18 >999 240 Vert(CT) -0.1017-18 >999 180 Hoz(CT) 0.01 15 n/a n/a PLATES MT20 Weight: 459 Ib Scale = 1:70.3 GRIP 220/195 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=4916/0-5-8 (min. 0-2-10), 15=7496/0-5-8 Max Horz 1=-243(LC 23) Max Upliftl=-882(LC 9), 15=-1437(LC 8), 11=-348(LC 19) Max Grav 1 =4916(LC 1), 15=7496(LC 1), 11=635(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5566/1007, 2-3=-5587/1040, 3-4=-3711/723, 4-5=-1256/313, 5-6=-279/1261, 6-7=-285/9521 7-8=-276/9601 8-9=-539/78I 19-10=-709/610, 10-11=-772/593 BOT CHORD 1-19=-916/4353, 18-19=-916/4353, 18-20=-916/43531 20-21=-916/43531 17-21=-916/43531 17-22=-625/2963, 16-22=-625/2963, 16-23=-280/1000, 15-23=-280/1000, 14-15=-997/405, 13-14=-644/371, 12-13=-468/534, 11-12=468/534 WEBS 3-18=-494/2689, 3-17=-1786/429, 4-17=-892/4635, 4A13=4056/856, 5-16=-1147/5874' 5-15=-5096/1076, 6-15=-1431/243, 6-14=-167/1068, 7-14=-1114/228, 8-14=-586/250, 8-13=-78/388, 9-13=-381/184 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 04-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=11Gmph (3-second gust) Vasd=87mph; TCDL=4.2psf, BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=882, 15=1437, 11=348. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Use USP MSH29 (With 10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 2-0-12 from the left end to 9-74 to connect truss(es) T03 (1 ply 2x4 DF) to front face of bottom chord. Continued on page 2 COMMON GIRDER 2 Job ID: LOAD CASES) Uniform Loads (plf) Vert: 1-7=4, 7-11=13, 1-11=-16 Harz: 1-7=-10, 7-11=27 Concentrated Loads (lb) Vert: 19=391(F) 20=391(F) 21=391(F) 22=391(F) 23=391(F) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert 1-7=-14, 7-11=-14, 1-11=-16 Concentrated Loads (lb) Vert: 19=-983(F) 20=-983(F) 21=-983(F) 22=-983(F) 23=-983(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-7=-62, 7-11=44, 1-11=-16 Harz: 1-7=10, 7-11=8 Concentrated Loads (lb) Vert 19=181(F) 20=181(F) 21=181(F) 22=181(F) 23=181(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-7=44, 7A1=-62, 1-11=A!3 Harz: 1-7=-81 7-11=-10 Concentrated Loads (lb) Vert: 19=181(F) 20=181(F) 21=181(F) 22=181(F) 23=181(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-321 7-11=.44, 1-11=-16 Harz: 1-7=-20, 7-11=8 Concentrated Loads (lb) Vert: 19=181(F) 20=181(F) 21=181(F) 22=181(F) 23=181(F) 18) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-44, 7-11=-32, 1-11=A6 Harz: 1-7=8, 7-11=20 Concentrated Loads (lb) Vert: 19=1 81 (F) 20=1 81 (F) 21 =1 81 (F) 22=1 81 (F) 23=1 81 (F) 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-64, 7-11=-14, 1-11=-16 Concentrated Loads (lb) Vert: 19=-2044(F) 20=2044(17) 21=-2044(F) 22=-2044(F) 23=-2044(F) 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-14, 7-11=-64, 1-11=A6 Concentrated Loads (lb) Vert: 19=-2044(F)20=2044(F)21=-2044(F)22=-2044(F)23=-2044(F) 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-52, 7-11=A4, 1-11=-16 Concentrated Loads (lb) Vert 19=1892(F) 20=-1892(F) 21=-1892(F) 22=-1892(F) 23=-1892(F) 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-14, 7-11=-52, 1-11=-16 Concentrated Loads (lb) Vert: 19=-1892(F) 20=A892(F) 21=1892(17) 22=-1892(F) 23=-1892(F) 23) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-11, 7A1=13, 1-11=-10 Harz: 1-7=3, 7-11=21 Concentrated Loads (lb) Vert: 19=-515(F) 20=-515(F) 21=-515(F) 22=515(F) 23=-515(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=13, 7-11=-11, 1-11=-10 Harz: 147 211 7A1=-3 Concentrated Loads (Ib) Vert: 19=-515(F) 20=-515(F) 21=-515(F) 22=-515(F) 23=515(F) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-27, 7-11=4, 1-11=-16 Harz: 1-7=13, 7-11=10 Concentrated Loads (lb) Vert: 19=-509(F) 20=-509(F) 21=-509(F) 22=-509(F) 23=509(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 2001288 Common 4x6 I I 3x6 = 5x6 = 3x4 = sxo = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.09 9-10 >999 240 TCDL TO Lumber DOL 1.15 BC 0.45 Vert(CT) 4.14 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 8 n/a n/a BCDL 8.0 Code IRC2015ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BOB CHORD WEBS REACTIONS. (Ib/size) 11=1059/0-5-8 (min. 0-1-8), 8=1059/0-5-8 (min. 0-1-8) Max Horz 11=-319(LC 10) Max Uplift1l=-188(LC 12), 8=-188(LC 13) Max Grav 11 =1 069(LC 19), 8=1069(LC 20) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-282/163, 3-13=-970/279, 4-13=-866/306, 4-14=-866/306, 5-14=-970/279, 6-15=-282/163, 2A 1=-413/252, 6-8=-413/252 BOT CHORD 11-16=-131/863, 16-17=-131/863, 10A7=-131/863, 10-18=-28/620, 18-19=28/620, 9-19=-28/620, 9-20=-30/747, 20-21=-30/747, 8-21=-30/747 WEBS 4-9= 25- 13/525, 9=-270/2921 4-10=-213/525, 3-10=-270/292, 3-11=-952/60, 5-8=-952/60 I� PLATES MT20 Weight. 153 Ib Scale=1:68.3 GRIP 220/195 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-11, 5-8 MiT be Installation guide ek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psfi BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 11-84, Extenor(2) 11-8-0 to 15-3-3, Interior(1) 15-3-3 to 25-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 11=188, 8=188. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Continued on page 2 2001288 IT02 IComman LOAD CASES) 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-2=-28, 2-4=-32, 4-6=-44, 6-7=40, 11-16=-16, 16-17=46, 17-18=-16, 18-19=46, 19-20=-16, 20-21=-46, 8-21=-16 Horz: 1-2=-24, 2-4=-20, 4-6=8, 6-7=12, 2-11=1816-8=6 22) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-4=44, 4-6=-321 64=-28, 11-16=-16, 16A7=46, 17A8=A6, 18-19=-46119-20=-16, 20-21=46, 8-21=-16 Horz: 1-2=-12, 2-4=-8, 4-6=20, 6-7=241 2-11=-61 6-8=-18 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-4=-64, 4-6=-141 6-7=-14, 8-11=-16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert. 1-2=-14, 2-4=-14, 4-6=-641 6-7=-64, 8A 1=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert. 1-2=-52, 2-4=-51, 4-6=-14, 6-7=-14, 11-16=A6, 16-17=-46, 17-18=-16, 18-19=-46, 19-20=-16, 20-21=46, 8-21=-16 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab, Attic Storage: Lumber Increase=1,.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-14, 24=-14, 4-6=-52, 6-7=-52, 11-16=A6, 16-17=-46, VA8=-16, 18-19=-46, 19-20=A6, 20-21=-46, 8-21=A6 o russ cuss ype ty y STEPHAN SMITH LOT25 2001288 T02A Common 1 Job Reference o tianal o aqn c inn ,25 -5ron nnlrotr Inds ¢tries Inc Thu Mar 5 13:28:25 2020 Page 2 Loum Truss, Inc., Femoale, WA 9824a ID:D87yiz?ovpmO?ITeVNLASozdyyn-nR3HKGEtxygU2gSK1 gwn_oigXufJ_Zocgki KTTzdww4 LOAD CASES) 2) Dead + 0,75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1,15, Plate Increase= 1 .15 Uniform Loads (plf) Vert: 1-2=-51, 24=-52, 4-6=-52, 6-7=-52, 11-16=-16, 16-17=46, 17-18=-16, 18-19=46, 19-20=-161 20-21=-469 8-21=-16 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-4=A4, 4-6=-14, 64=A4, 8-11=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-12=27, AIA2=21, 4-14=27, 6-14=21, 6-7=15, 8-11=-10 Harz: 1-2=-54, 2-12=-351 4A2=-291 4A4=35, 6-14=29, 6-7=24, 2-11=18, 6-8=32 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-13=21, 4-13=27, 4-15=21, 6-15=27, 6-7=451 8-11=10 Harz: 1-2=-24, 2A3=-29, 4-13=-35, 4-15=29, 6-15=35, &7=54, 2-11=-32, 6-8=-18 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=43, 4-6=43, 6-7=-38, &11=A6 Harz: 1-2=-241 24=29, 4-6=-29, 64=-24, 2-11=-21, 6-8=29 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-4=43, 4-6=-43, 6-7=10, 8-11=-16 Harz: 1-2=24, 2-4=29, 4-6=-29, 6-7=24, 2-11=29, 6-8=21 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-4=-11, 4-6=13, 6-7=7, 8-11=-10 Harz: 1-2=A0, 2-4=3, 4-6=21, 6-7=16, 2-11=15, 6-8=20 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=13, 4-6=-11, 6-7=1, 8-11=-10 Harz: 1-2=-16, 24=-211 4-6=-3, 6-7=10, 2-11=-20, 6-8=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 24=-27, 4-6=4, 6-7=2, 8-11=-16 Harz: 1-2=8, 2-4=13, 4-6=10, 6-7=16, 2-11=26, 6-8=9 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 24=43 4-6=-27, 6-7=-22, &11=-16 Harz: 1-2=-16, 2-4=-10, 4-6=-13, 64=-8, 2A 1=-9, 6-8=-26 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=241 2-4=29, 4.6=13, 6-7=7, 8-11=-10 Harz: 1-2=-32, 2-4=-37, 4-6=21, 6-7=16, 2A 1=13, 6-8=18 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=13, 4-6=29, 6-7=2498-11=-10 Harz: 1-2=-16, 2-4=-21, 4-6=37, 6-7=32, 2A 1=-18, 6-8=-13 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=12, 24=18, 4-6=8, 6-7=3, 8-11=-10 Harz: 1-2=-21,'24=-26, 4-6=16, 6-7=11, 2A1=7, 6-8=14 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Incre2se=1.60 Uniform Loads (plf) Vert: 1-2=3, 24=8, 4-6=18, 6-7=12, 8-11=-10 Harz: 1-2=A 1, 2-4=-16, 4-6=26, 6-7=21, 2-11=-14, 6-8=-7 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 24=13, 4-6=4, 6-7=2, 8.11=16 Harz: 1-2=-32, 2-4=-27, 4-6=10, 6-7=16, 2-11=24, 6-8=7 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27 24=4, 4-6=13, 6-7=18, 8-11=-16 Harz: 1-2=A6, 2-4=-101 4-6=27, 6-7=32, 2-11=-7, 6-8=-24 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 24=-14, 4-6=-14, 6-7=-141 11-16=-161 16-17=-56, 17-18=-16, 18-19=-56, 19-20=-16, 20-21=-56, 8-21=A6 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-62, 4-6=44, 64=-40, 11-16=-16, 16-17= 46, 17A8=-16, 18-19=-461 19-20=-16, 20-21=-46, 8-21=-16 Harz: 1-2=6, 24=10, 4-6=8, 6-7=12, 2-11=19, 6-8=7 20) Dead + 0.75 Roof Live (bal.) + 0,75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 24=44, 4-6=-62, 6-7=-58, 11-16=-16, 16-17=46, 17-18=A6, 18-19=-46, 19-20=-16, 20-21=-46, 8-21=-16 Harz: 1-2=-12, 24=-8, 4-6=-10, 6-7=-6, 2-11=-7, 6-8=-19 Continued on page 3 o 1 russ rruss I ype Qty Ply TEPHAN SMITH LOT25 2001288 T02B Common Girder 1 7Job Reference (optional) n aan ice., �� �n�n nnrrak �ndis}nes. Inc Thu Mar 5 14:25:15 2020 Page 1 Lauws Truss, Inc:, Ferndale, VV 98248 ID:D87yiz?ovpmO?ITeVN 41-0 7-10-8 118-0 1! 410 398 398 3 4x6 4 10.00 1X 3x6 71 5x8 �i 7x10 M18SHS I I 18 20 21 23 11 10 7x8 = 10x10 = 7x8 = 8x8 = JL268x8 = JL26JL26JL24JL24JL26JL26JL26 7x10 M18SHS I I Scale = 1:82.5 11261126 41-0 7-10-8 11-8-0 41-0 39-8 398 155 8 398 19 3-0 3&8 JL26 23 4 0 41-0 Plate Offsets (X Y) [8 Edge 0 5 81 [9:0 3 8 0 5 12] rl 0:0 3 8 0 5-4] [11:0-5-0 0-6-01 [12:0-3-5 0-5-4] [13:0-3-8 0-5-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1,15 TC 0,48 Vert(LL) -0.13 11-12 >999 240 MT20 220/195 TCDL TO Lumber DOL 1,15 BC 0,39 Vert(CT) -0.17 11A2 >999 180 M18SHS 2201195 BCLL 0.0 Rep Stress Incr NO WB 0,85 Herz(CT) 0.03 8 n/a n/a BCDL 8.0 Code IRC2015ITP12014 Matrix-SH Weight: 202 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x8 OF SS WEBS 2x4 DF No.2 *Except" BOT CHORD W1: 2x6 DF No.2 WEBS REACTIONS. (Ib/size) 14=4491l0-5-8 (min. 0-4-13), 8=3061/0-5-8 (min. 0-3-4) Max Horz 14=-271(LC 32) Max Upliftl4=-1175(LC 8), 8=-997(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces. 250 (lb) or less except when shown. TOP CHORD 40511179, 2-3=-3754/1102, 3-4=-2791/943, 4-5=-2790/943, 5-6=-3180/1053, 6-7=-3221/1056, 1-14=-3833/1025, 7-8=-2836/924 BOT CHORD 14-15=-349/450, 15-16=-349/450, 13-16=-349/450, 13-17=-964/3321, 17-18=-964/3321, 12-18=-964/3321, 12"19=-776/2824, 19-20=-776/2824, 11-20=-776/2824, 11-21=-676/2381,21-22=-676/2381,10-22=-676/2381,10-23=-75512415, 23-24=-755/2415, 9-24-755/2415 WEBS 4-1 1=-1 100/3225, 5-1 1=-684/751, 5-1 0=-995/626, 6-10=-138/445, 6-9=-740/106, 3-11=-1679/558, 3-12=-493/1880, 2-12=-798/289, 2-13=-251/853, 1-13=481/3060, 7-9=-714/2293 Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 4-11, 5-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.Spsf; h=25ft; Cat. ll; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=11b) 14=1175, 8=997. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlrPI 1. 8) Use USP JL26 (With 6-10d nails into Girder & 4A Od x 1-1/2 nails into Truss) or equivalent spaced at 6-0-0 oc max, starting at 2-0-12 from the left end to 20-114 to connect truss(es) T04 (1 ply 2x4 DF), T05C (1 ply 2x4 DF) to front face of bottom chord. 9) Use USP JL24 (With 4-1 Old nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max, starting at 10-11-4 from the left end to 12-114 to connect truss(es) T04A (1 ply 2x4 DF) to front face of bottom chord. 10)) Fill all nail holes where hanger is in contact with lumber. (�OAtlnithS oO p C SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). T02B j Common Girder LOAD CASE(5) Uniform Loads (plf) Vert: 14=4 44=13, 8-14=-16 Harz: 14=-10, 4-7=27, 1A4=-7, 7-8=-24 Concentrated Loads (lb) VerL 15=199(F) 16=199(F) 17=199(F) 18=199(F) 19=199(F) 20=143(F) 21=143(F) 22=172(F) 23=172(F) 24=172(F) 25=172(F) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-4=-14, 4-7=-14, 8-14=-16 Concentrated Loads (lb) Vert: 15=-228(F) 16=-228(F) 17=-228(F) 18=-228(F) 19=-228(F) 20=-62(F) 21=-62(F) 22=61(F) 23=61(F) 24=61(F) 25=61(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plfl Vert: 14=-62, 4-7=-44, 8-14=-16 Harz: 14=10, 4-7=8, 1-14=19, 7-8=7 Concentrated Loads (lb) Vert: 15=117(F) 16=117(F) 17=117(F) 18=117(F) 19=117(F) 20=94(F) 21=94(F) 22=176(F) 23=176(F) 24=176(F) 25=176(F) 16) Dead + 0,75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-4=44, 44=-62, 5-14=-16 Harz: 1-4=-8, 4-7=-10, 1A4=7, 7-8=-19 Concentrated Loads (lb) Vert 15=117(F) 16=117(F) 17=117(F) 18=117(F) 19=117(F) 20=94(F) 21=94(F) 22=176(F) 23=176(F) 24=176(F) 25=176(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 14=-32, 4-7=44, 5-14=-16 Harz: 14=-20, 4-7=8, 1-14=18, 7-8=6 Concentrated Loads (lb) Vert: 15=117(F) 16=117(F) 17=117(F) 18=117(F) 19=117(F) 20=94(F) 21=94(F) 22=176(F) 23=176(F) 24=176(F) 25=176(F) 18) Dead + 0,75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=44, 4-7=-32, 8-14=-16 Harz: 14=-8, 44=20, 1-14=-6, 7-8=A8 Concentrated Loads (lb) Vert 15=117(F) 16=117(F) 17=117(F) 18=117(F) 19=117(F) 20=94(F) 21=94(F) 22=176(F) 23=176(F) 24=176(F) 25=176(F) 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-7=-14, 8-14=-16 Concentrated Loads (lb) Vert: 15=-734(F) 16=-734(F) 17=-734(F) 18=-734(F) 19=-734(F) 20=-444(F) 21=-444(F) 22=290(F) 23=-290(F) 24=-290(F) 25=-290(17) 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-141 4-7=-64, 8-14=-16 Concentrated Loads (lb) Vert: 15=-734(F) 16=434(F) 17=-734(F) 18=-734(F) 19=-734(17) 20=-444(F) 21=-444(F) 22=-290(F) 23=-290(F) 24=-290(F) 25=-290(17) 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0,75 Uninhab, Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-52, 4-7=-14, 8-14=-16 Concentrated Loads (lb) Vert: 15=-607(F) 16=-607(F) 17=-607(F) 18=-607(F) 19=-607(17) 20=-333(F) 21=-333(F) 22=-197(17) 23=197(F) 24=-197(F) 25=-197(F) 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-14, 4-7=-51, 8-14=-16 Concentrated Loads (lb) Vert: 15=-607(F) 16=-607.(F) 17=-607(F) 18=-607(F) 19=-607(F) 20=-333(17) 21=-333(F) 22=-197(F) 23=-197(F) 24=-197(F) 25=-197(F) 23) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-7=-64, 8-14=-16 Concentrated Loads (lb) Vert: 15=-229(F) 16=229(F) 17=-229(F) 18=-229(F) 19=-229(17) 20=64(F) 21=64(F) 22=436(F) 23=436(F) 24=436(F) 25=436(F) 24) Reversal: Dead + 0,75 Roof Live (balanced) + 0,75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pif) Vert: 1-4=-52, 4-7=-51, 8-14=-16 Concentrated Loads (lb) Vert: 15=-229(F) 16=-229(F) 17=229(F) 18=-229(F) 19= 229(F) 20=48(F) 21=48(F) 22=351(F) 23=351(F) 24=351(F) 25=351(F) 25) Reversal: Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pif) Vert: 1-4=-14, 4-7=-14, 8-14=-16 Concentrated Loads (lb) Vert: 15=-229(F) 16=-229(F) 17=-229(F) 18=-229(F) 19=-229(F) 20=-62(17) 21=-62(F) 22=65(F) 23=65(F) 24=65(F) 25=65(F) 26) Reversal: 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate I ncrease=1. 15 Continued on page 4 2001288 I T02B I Common Girder LOAD CASES) Concentrated Loads (lb) Vert: 15=-196(F) 16=A96(F) 17=-196(F) 18=-196(F) 19=-196(F) 20=-109(F) 21=109(F) 22=-115(F) 23=-115(F) 24=-115(F) 25=-115(F) 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-4, 4-7=13, 8-14=-16 Horz: 1-4=10, 4-7=27, 1-14=-7, 7-8=-24 Concentrated Loads (lb) Vert: 15=-196(F) 16=-196(F) 17=196(F) 18=-196(F) 19=-196(F) 20=-109(F) 21=109(F) 22=115(F) 23=-115(F) 24=-115(F) 25=-115(F) 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 14=-62, 4-7=44, 8-14=-16 Horz: 14=101 4-7=81 1-14=19, 7-8=7 Concentrated Loads (Ib) Vert: 15=440(F) 16=440(F) 17=440(F) 18=-440(F) 19=440(F) 20=-189(F) 21=A89(F) 22=-42(F) 23=-42(F) 24=42(F) 25= 42(F) 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=44, 44=-62, 8-14=-16 Horz: 14=-8, 4-7=-10, 1-14=-71 7-8=-19 Concentrated Loads (lb) Vert: 15=-440(F) 16=-440(F) 17=440(F) 18=-440(F) 19=-440(F) 20=-189(F) 21=-189(F) 22=-42(F) 23=42(F) 24=-42(F) 25=-42(F) 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-32, 4-7=-44, 8-14=-16 Horz: 14=20, 4-7=8, 1A4=18, 7-8=6 Concentrated Loads (lb) Vert: 15=440(F) 16=-440(F) 17=440(F) 18=-440(F) 19=-440(F) 20=-189(F) 21=-189(F) 22=-42(F) 23=-42(F) 24=-42(F) 25=42(F) 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-44, 44.= 3218-14=A6 Horz: 1-4=-8, 4-7=20, 1-14=-6, 7-8=A8 Concentrated Loads (lb) Vert: 15=-440(F) 16=-440(F) 17=-440(F) 18=440(F) 19=440(F) 20=-189(F) 21=-189(F) 22=-42(F) 23=42(F) 24=42(F) 25=-42(F) T03 1 Common LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1 . 15, Plate Increase=1,15 Uniform Loads (plf) Vert: 1-5=-64, 5-9=-64, 1-9=-16 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab, Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-51, 5-9=-51, 1-15=-16, 15-21=-461 14-21=-16, 14-22=-46, 22-23=-161 12-23=461 12-24=-161 11-24=-46, 9-11=16 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-14, 1-9=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1A7=33, 5-17=21, 5-19=33, 9-19=21, 1-9=-10 Harz: 1A7=41, 5A7=-291 5-19=41, 9-19=29 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1A8=21, 5-18=33, 5-20=21, 9-20=33, 1-9=-10 Harz: I A 8=-291 5A 8=41, 5-20=29, 9=20=41 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 1-9=-16 Harz: 1-5=14, 5-9=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-9=-28, 1-9=-16 Harz: 1-5=14, 5-9=-14 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=18, 5-9=16, 1-9=-10 Harz: 1-5=-27, 5-9=25 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=16, 5-9=18, 1-9=-10 Harz: 1-5=-25, 5-9=27 10) Dead + 0.6 MWFRS Wind (Neg. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-5=2, 5-9=4, 1-9=-16 Harz: 1-5=A6, 5-9=14 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-0, 5-9=2, 1-9=-16 Harz: 1-5=A4, 5-9=16 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=291 5-9=13, 1-9=-10 Harz: 1-5=-37, 5-9=21 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-5=13, 5-9=29, 1-9=-10 Harz: 1-5=-21, 5-9=37 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=18, 5-9=8, 1-9=-10 Harz: 1-5=-26, 5-9=16 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=815-9=18, 1-9=-10 Harz: 1-5=-16, 5-9=26 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-5=13, 5-9=4, 1-9=-16 Harz: 1-5=-27, 5-9=10 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-9=13, 1-9=-16 Harz: 1-5=-10, 5-9=27 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-14, 1-15=A6, 15-21=-56, 14-21=A6, 14-22=-56, 22-23=-16, 12-23=-56, 12-24=-16, 11-24=-56, 9-11=A 6 19) Dead + 0.75 Roof Live (bal.) + 0,75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 2001286 I T03A I Roof Special 1 Job Scale = 1:86.8 6x8 = 6x16 � 2.50 12 13 1z i� "' 3x4 I I 7x8 = 5x8 = 7x8 = Plate Offsets (X 8-10-0 SAM Y) [1 17-4-8 868 0 6 9 0 3 0] 3 0-4 0 0-4 8] p:0-4 0 0-4-8] 25-9-0 34-2-13 848 8513 [9:Edoe 0 2 0] [10:0-4-0 0-4-8] [12:0-2-0 0-4-8] [14.0-4-12 42�-11 8513 0-4-8] 5�-e-u - 8] [15:0-5-0 0-481 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES MT20. GRIP 220/195 TCLL 25.0 Plate Grip DOL 1,15 TC BC 0,59 0,65 Vert(LL) -0.61 Vert(CT) -0.97 4 14A5 >999 >632 240 180 M18SHS 220/195 TCDL 7.0 Lumber DOL 1,15 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.48 9 n/a n/a Weight: 370 lb FT = 0% BCDL 8.0 Code IRC2015ITP12014 Matrix-SH LUMBER - TOP CHORD 2x6 DF No.2 REACTIONS. (lb/size) 1=2048/0-5-8 (min. 0-2-3), 9=2048/Mechanical Max Horz 1=178(LC 12) Max U pliftl =-372(LC 12), 9=-373(LC 13) BRACING- TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 2-4-3 oc purlins. Rigid ceiling directly applied or 8-8-13 oc bracing. 1 Row at midot 5-1216-11, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7163/1414, 2-3=-7205/1318, 3-4=-6423/1118, 4-16=-6327/1183, 5-16=-6261/1190, 5-6=-2671/609, 6-17=-3482/786, 7-17=-3596/769, 7-8=-3583/67"1, 8-18= 4245/7627 9-18=4357/746 BOT CHORD 1-15=-1427/6524, 14-15=-1310/6730, 4-14=-251/163, 12-19=-264/2421, 11-19=-264/2421, 1 0- 11 =-614/3908, 9-10=-614/3908 WEBS 2-15=0/350, 3-15=0/291, 3-14=-816/324, 12-14=-525/3656, 5-14=-804/4150, 5-12=-2426/557, 6-12=-210/943, 6-11=-443/1316, 7-11=-579/320, 8-11=-796/276, 8A 0=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.Spsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-7-12, Interior(1) 54-12 to 25-9-0, Extenor(2) 25-9-0 to 30-10-13, Interior(1) 30-10-13 to 51-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 1=37219=373. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Continued on page 2 2001288 ID:D87yiz?ovpm0? LOAD CASES) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plt) Vert: 1-6=41, 6-9=-391 1-14=-161 12-13=-16, 12-19=46, 9-19=-16 Harz 1-6=10, 6-9=12 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-32, 6-9=-44, 1-14=-16, 12-13=-16, 12-19=46, 9-19=-16 Harz: 1-6=-20, 6-9=8 22) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-44, 6-9=-32, 1-14=-16, 12-13=-16, 12-19=4619-19=-16 Harz: 1-6=8, 6-9=20 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-64, 6-9=-14, 1-14=-16, 9-13=-16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-14, 6-9=-64, 1-14=-16, 9-13=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Plate Increase=1.15 2001288 Common ID LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-64, 7-13=-64, 2-13=-16 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-51, 7-13=-52, 2-20=-16, 20-25=46, 19-25=-16, 19-26=46, 26-27=A6, 16-27=46, 13-16=16 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7A3=-14, 2-13=-36 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=57, 2-3=33, 3-7=21, 7-23=33, 13-23=21, 2-13=-10 Harz: 1-2=66, 2-3=41, 3-7=-29, 7-23=41, 13-23=29 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-22=21, 7-22=33, 7-24=21, 13-24=33, 2-13=-10 Harz: 1-2=-24, 2-22=-29, 7-22=-41, 7-24=29, 13-24=41 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-28, 7-13=-28, 2-13=-16 Harz: 1-2=-9, 2-7=14, 7-13=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=23, 2-7=-28, 7-13=-28, 2A3=A6 Harz: 1-2=9, 2-7=14, 7-13=-14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 2-7=18, 7A3=16, 2-13=A0 Harz: 1-2=-391 2J7 27, 7-13=25 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-7=161 7-13=18, 2A3=10 Harz: 1-2=-19, 2-7=-25, 7-13=27 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-7=2, 7A3=-0, 2-13=-16 Harz: 1-2=-22, 24=-16, 7-13=14 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-7=-0, 7-13=2, 2A3=-16 Harz: 1-2=-19, 247 14, 7-13=16 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=24, 2-7=29, 7A3=13, 2A3=A0 Harr. 1-2=32, 2-7=-37, 7-13=21 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-7=13, 7-13=29, 2-13=-10 Harz: 1-2=-16, 24=-21, 7-13=37 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-7=18, 7-13=8, 2-13=-10 Harz: 1-2=21, 2-7=-26, 7-13=16 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-7=8, 7-13=18, 2-13=-10 Harz: 1-2=11, 2-7=-16, 7-13=26 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-7=131 7-13=41 2A3=-16 Harz: 1-2=-32, 2-7=-27, 7-13=10 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel:. Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-7=-4, 7-13=13, 2A3=-16 Harz: 1-2=-16, 2-7=10, 7-13=27 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-13=-14, 2-20=-16, 20-25=-56, 19-25=-16, 19-26=-56, 26-27=16, 16-27=-56, 13-16=-16 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-7=-39, 7-13=-41, 2-20=-161 20-25=46, 19-25=-16119-26=-46, 26-27=-16, 16-27=46, 13-16=-16 Harz: 1-2=-16, 2-7=-12, 7-13=10 Continued on page 3 Job I russ I cuss ype ty y STEPHAN SMITH LOT 25 2001288 T04A Common 2 1 Job Reference o tional 1rmn o'j -if n MAIretr i..,, 11;rtr;olz Inc Thu Mar 5 14-in 01 2020 Pagel LOUwS Truss, IrMa, Ferndale, vVA 98248 - I D:D87yiz?ovpm0?ITeVN LASozdyyn-bJung_3i2p57gxfYUVwE2bgD118gkaWJXQCCm9zdw44 -2-16 7-14 13 0 4 19 4 10 25-9 0 32-1-6 38512 4410-2 51 6-0 2-0 0 6 7-14 6 4 6 6-0 6 6 4 6 6�-6 6 4 6 6-4-6 6 7-14 rM 5x6 = axo a � 5x6 = 5x6 = 5x6 = Scale=1:88.2 Plate Offsets (X Y) 8-9-7 [2'0 4 3 0 0 6] [5'0 2 12 8b15 0 3 0] [9'0 2 8,0341 8-5-10 [12.0 4 3 0-0-6] [13'0-3-0 0-3-0] 8-6-4 [15'0-4-0 0-3-0] 8-5-10 [16'0-340-3-4] &9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.17 16A7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0,65 Vert(CT) -0.28 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,64 Horz(CT) 0.05 14 n/a n/a BCDL 8.0 Code IRC2015/17PI2014 Matrix-SH Weight: 271 lb FT = 0% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 OF No.2 WEBS 2x4 DF No.2 SLIDER Left 2x4 DF No.2 -e 3-6-13, Right 2x4 DF No.2 -e 3-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-151 7A518-14 REACTIONS. (Ib/size) 2=1308/0-5-8 (min. 0-1-8), 14=2637/0-5-8 (min. 0-2-13), 12=302/Mechanical Max Horz2=193(LC 12) Max Uplift2=-301(LC 12), 14=-372(LC 13), 12=-127(LC 13) Max Grav 2=1 308(LC 1), 14=2637(LC 1), 12=460(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2182/457, 3-4=-2105/478, 4-5=A960/457, 5-6=A270/339, 6-18=-469/221, 7-18=-394/239, 7-19=-394/251, 8-19=-470/233, 8-9=-104/1026, 9-10=-348/402, 10-20=-451/339, 11 -20=-51 8/321, 11-12=-592/322 BOT CHORD 2-17=-536/1905, 17-21=-373/1481, 21-22=-373/1481, 16-22=-373/1481, 16-23=-184/947, 23-24=-184/947, 15-24=-184/947, 15-25=-383/185, 25-26=383/185, 14-26=-383/185, 14-27=-541/177, 27-28=-541/177, 13-28=-541/177, 12-13=-283/480 WEBS 4-17=-284/191, 5-17=-89/448, 5-16=-646/265, 6-16=-137/742, 6-15=978/3441 8-15=-206/1228, 8-14=-1988/373, 9-14=-709/276, 9-13=-122/624, 10-13=-432/217 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.Spsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 3-1-13, Interior(1) 3-1-13 to 25-9-0, Exterior(2) 25-9-0 to 30-10-13, Interior(1) 30-10-13 to 51-6-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x6 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=301, 14=372112=127. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. CASE(S) LOAD Continued on page 2 Common LOAD CASES) Uniform Loads (plf) Vert. 1-2=-35, 2-7=39, 7-12=41, 2-21=-16, 21-22=46, 22-23=-16, 23-24=46, 24-25=-16, 25-26=-46, 26-27=-16, 27-28=46, 12-28=-16 Horz: 1-2=-16, 2-7=-12, 7A2=10 20) Dead + 0.75 Roof Live (bal.) + 0,75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-41, 7-12=-39, 2-21=-16, 21-22=46, 22-23=-16, 23-24=46, 24-25=A6, 25-26=46, 26-27=A6, 27-28=46, 12-28=16 Horz: 1-2=-15, 2-7=-10, 7.12=12 21) Dead + 0,75 Roof Live (bal.) + 0,75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-7=-32, 7-12=-44, 2-21=-16, 21-22=46, 22-23=-16, 23-24=46, 24-25=-16, 25-26=46, 26-27=A6, 27-28=46, 12-28=-16 Horz: 1-2=24, 2-7=-20, 7.12=8 22) Dead + 0,75 Roof Live (bal.) + 0,75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-7=44, 7-12=-32, 2-21=-16, 21-22=46, 22-23=-16, 23-24=46, 24-25=-16, 25-26=46, 26-27=-16, 27-28= 46, 12-28=-16 Horz: 1-2=-12, 2-7=-8, 7-12=20 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.1.5 Uniform Loads (plf) Vert: 1-7=-64, 7A2=-14, 2A2=-16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-14, 7-12=-64, 2-12=-16 25) 3rd Dead + 0,75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-52, 7-12=-141 2-21=A63 21-22=-46, 22-23=-16, 23-24=-46, 24-25=-161 25-26= 46, 26-27=-16, 27-28= 46, 12-28=-16 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-14, 7-12=-52, 2-21=A6, 21-22=-461 22-23=-16, 23-24=46, 24-25=-16, 25-26=46, 26-27=-16, 27-28=46, 12-28=-16 2001288 IT05 I ROOF SPECIAL GIRDER NOTES- 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=921, 13=1608. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11 A and R802.10.2 and referenced standard ANSI/TPI 1. 12) Use USP THD26-2 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent spaced at 22-3-0 oc max, starting at 25-7-8 from the left end to 47-10-5 to connect truss(es) T08 (2 ply 2x8 OF), T09 (2 ply 2x6 DF) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-64, 7-26=-64, 12-13=-64, 1-22=A6, 13-21=-16 Concentrated Loads (lb) Vert: 19=A658(B) 14=-701(B) Trapezoidal Loads (plf) Vert: 26=-314-to-12=-393 2) Dead + 0.75 Roof Live (balanced) + 0,75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-52, 7-26=-52, 12-13=-52, 1-22=-16, 20-21=-161 20-27=461 27-28=-16, 28-29=46, 29-30=-16, 30-31=-46, 13-31=-16 Concentrated Loads (lb) Vert: 19=-1393(B)14=-591(B) Trapezoidal Loads (plf) Vert: 26=-2624o-12=-329 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-14, 7-26=-141 12-13=-14, 1-22=-36, 13-21=-36 Concentrated Loads (lb) Vert: 19=-973(B) 14=-437(B) Trapezoidal Loads (plf) Vert: 26=-170-to-12=-220 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=18, 7-26=16, 12-13=16, 1-22=10, 13-21=10 Harz: 14=-27, 7-13=25 Concentrated Loads (lb) Vert: 19=803(B) 14=205(B) Trapezoidal Loads (plf) Vert: 26=444o-12=53 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=16, 7-26=18, 12-13=18, 1-22=-10, 13-21=10 Harz 1-7=-25, 7-13=27 Concentrated Loads (lb) Vert: 19=803(B) 14=205(B) Trapezoidal Loads (plf) Vert: 26=46-to-12=55 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 7-26=4)1 12-13=4 1-22=A6, 13-21=-16 Harz: 1-7=-16, 7-13=14 Concentrated Loads (lb) Vert: 19=809(B) 14=21 1 (B) Trapezoidal Loads (plf) Vert: 26=-1 11Ao-12=-145 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-0, 7-26=2, 12-13=2, 1-22=-161 13-21=-16 Harz: 1-7=-14, 7-13=16 Concentrated Loads (lb) Vert: 19=809(B) 14=211(B) Trapezoidal Loads (plf) Vert: 26=-1084o-12=-143 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=29, 7-26=13, 12-13=13, 1-22=-10, 13-21=-10 Harz: 1-7=-37, 7-13=21 Concentrated Loads (lb) Vert 19=803(B)14=205(B) Trapezoidal Loads (plf) Vert: 26=73-to-12=92 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=13, 7-26=29, 12-13=29, 1-22=-10, 13-21=-10 Harz: 1-7=-21, 7-13=37 Concentrated Loads (lb) Vert: 19=803(B) 14=205(B) Continued on page 3 2001288 TOS SPECIAL GIRDER 2 LOAD CASES) Uniform Loads (plf) Vert: 1-7=44 7-26=-32 12-13=-32, 1-22=-161 20-21=-16, 20-27=-46, 27-28=-161 28-29=-46, 29-30=-16, 30-31=-46, 13-31=-16 Harz: 1-7=-8, 7-13=20 Concentrated Loads (Ib) Vert 19=423(B)14=121(B) Trapezoidal Loads (plf) Vert: 26=255-to-12=-326 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-64, 7-26=-141 12-13=-14, 1-22=-16, 13-21=-16 Concentrated Loads (lb) Vert, 19=-1658(B)14=-701(B) Trapezoidal Loads (plf) Vert: 26=2644o-12=-343 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-14, 7-26= 64, 12-13=-64, 1-22=-16, 13-21=-16 Concentrated Loads (lb) Vert: 19=-1658(B) 14=-701(B) Trapezoidal Loads (plf) Vert: 26=-3144o-12=-393 21) 3rd Dead + 0,75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-52, 7-26=-147 12-13=-14, 1-22=-16, 20-21=-16, 20-27=46, 27-28=-16, 28-29=46, 29-30=-16, 30-31=46, 13-31=-16 Concentrated Loads (lb) Vert: 19=A 393(B) 14=-591(B) Trapezoidal Loads (plf) Vert. 26=-2254o-12=-292 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0,75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-14, 7-26=-52, 12-13=-52, 1-22=-16, 20-21=-16, 20-27=-46, 27-28=A6, 28-29=-46, 29-30=-16, 30-31=-46, 13-31=-16 Concentrated Loads (lb) Vert: 19=-1393(B) 14=-591(B) Trapezoidal Loads (plf) Vert: 26=2624o-12=-329 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=18, 7-26=16, 12-13=16, 1-22=-10, 13-21=-10 Harz: 1-7=-27, 7-13=25 Concentrated Loads (lb) Vert: 19=-642(13) 14=-322(13) Trapezoidal Loads (plf) Vert: 26=44-to-12=53 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-7=16, 7-26=18, 12-13=18, 1-22=-101 13-21=-10 Harz: 1-7=-25, 7-13=27 Concentrated Loads (lb) Vert: 19=-642(B) 14=-322(B) Trapezoidal Loads (plf) Vert: 26=46-to-12=55 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 7-26=-0, 12-13=-0, 1-22=-16, 13-21=-16 Harz: 147 16, 7-13=14 Concentrated Loads (lb) Vert: 19=-635(B)14=-315(B) Trapezoidal Loads (plf) Vert: 26=1114o-12=-145 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-0, 7-26=2, 12-13=2, 1-22=-16, 13-21=16 Harz: 1-7=-14, 7-13=16 Concentrated Loads (lb) Vert. 19=-635(13) 14=-315(121) Trapezoidal Loads (plf) Vert. 26=-108-to-12=-143 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=29, 7-26=131 12-13=13, 1-22=-10, 13-21=-10 Harz: 1-7=-37, 7-13=21 Concentrated Loads (lb) Vert: 19=-642(B) 14=322(B) Trapezoidal Loads (plf) Vert: 26=734o-12=92 Continued on page 5 2001288 IT05 I ROOF SPECIAL GIRDER 2 Job LOAD CASES) Trapezoidal Loads (pli Vert: 26=-2554o- 9 2=-326 T05A I Monopitch IL LOAD CASES) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-52, 1A0=-16, 8-9=A6 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=A4, 1-10=-36, 8-9=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-14=33, 7A4=21, 1-10=10, 8-9=-10 Harz: 1-14=41, 7-14=-29, 7-8=31 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-15=21, 7-15=33, 1-10=-10, 8-9=-10 Harz: 1-15=-29, 7-15=41, 7-8=-17 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=28, 1-10=-16, 8-9=A6 Harz: 14=14, 7-8=-28 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 1-10=A6, 8-9=-16 Harz: 1-7=14, 7-8=20 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=18, 1-10=-10, 8-9=-10 Harz: 1-7=-27, 7-8=20 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 1-10=-10, 8-9=-10 Harz: 1-7=-25, 7-8=-15 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 1-10=-16, 8-9=16 Harz: 1-7=-16, 7-8=9 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-0, 1-10=-1618-9=-16 Harz: 1-7=-14, 7-8=-26 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=29, 1-10=-10, 8-9=-10 Harz: 1-7=-37, 7-8=18 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=13, 1-10=-10, 8-9=-10 Harz: 1-7=-21, 7-8=-13 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=18, 1-10=-10, 8-9=-10 Harz: 1J7 26, 7-8=14 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 1-10=-10, 8-9=-10 Harz: 1-7=-16, 7-8=-7 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=13, 1-10=-16, 8-9=-16 Harz: 1-7=-27, 7-8=7 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate lncrease=1.60 Uniform Loads (plf) Vert: 1-7=-4, 1-10=-16, 8-9=-16 Harz: 14=-10, 7-8=-24 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert. 1-7=-14, 1-10=-16, 8-9=-16 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-39, 1-10=-16, 8-9=-16 Harz: 1-7=-12, 7-8=7 20) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-41, 1-10=-16, 8-9=-16 Harz: 1-7=A0, 7-8=A9 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 p to russ ype ty y STEP SMITH LOT25 2001288 7T05as ROOF SPECIAL GIRDER 1 2 Job Reference o tional �mn "r I Pw inrii mtries Inc. Thu Mar 5 15:26:48 2020 Pape 1 Louws Truss, Ina, Ferndale, WA 98248 46=1 13 1-4 ID: D87yiz?ovpmO?ITeVN LASozdn !911-0 34-0-15 38-2-15 5.00 1 14 2.50 12 21 20 19 "' �v V v� BX6 = 4Xb = 14 4x6 = 8x12 = 8x8 = 31 17 16 15 8x8 = THD26-2 TH026-2 [1 25-9-0 Scale = 1:87.5 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.19 22-23 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0,30 22-23 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0,97 Horz(CT) 0.15 17 n/a n/a BCDL 8.0 Code IRC2015ITP12014 Matrix-SH Weight: 784 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B41B6,B5: 2x8 DF SS WEBS 2x4 DF No.2 *Except* W11: 2x8 DF SS, W21: 2x6 DF No.2 SLIDER Left 2x4 DF No.2 -e 4-10-5, Right 2x4 DF No.2 -e 3-1-13 REACTIONS. All bearings 17-5-8 except (jt=length) 1=0-5-8. (Ib) - Max Horz 1=186(LC S) Max Uplift All uplift 100 lb or less at joints) except 17=-2091(LC 8), 16=-709(LC 28)115=-267(LC 28), 1=-344(LC 8), 13=-399(LC 19), 14=-343(LC 9) Max Grav All reactions 250 lb or less at joint(s) 13 except 17=6672(LC 1), 16=1100(LC 17), 15=458(LC 17), 1=1339(LC 1), 14=1207(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-4097/1160, 2-3=-4094/1213, 3-4=-3659/1121, 4-5=-2969/968, 5-6=-2935/1027, 6-7=-879/604, 7-8=-919/5871 8-9=-243/11461 9-26=-1135/3$19, 10-26=-1120/3622I 10-11=-762/2612111-12=-452/1604, 12-13=-2601`745 BOT CHORD 1-25=-1188/3654, 24-25=-1189/3659, 23-24=-1209/3835, 22-23=-1048/3384, 20-27=-336/1141, 19-27=-336/1141, 19-28=-425/314, 28-29=425/314, 18-29=425/314, 18-30=1912/695, 30-31=-1912/695, 17-31=-1912/695, 16-17=-2966/1042, 15-16=-1771/659, 14-15=-498/216, 13-14=-498/216 WEBS 3-23=-458/24234-23=-80/339, 4-22=-721/275, 20-22=424/1451, 6-22=-833/2693, 6-20=-773/276, 6-19=-1021/347, 7-19=-383/516, 8-19=-855/2466, 8-18=-3285/1110, 9-18=-1056/3266, 9-17=-4723/1505, 10-17=-1974/585, 10-16=-540/1544, 11-16=-2040/556, 11-15=-361/908, 12-15=-992/315, 12-14=-714/348 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 p russ cuss ype ty y STEPHAN SMITH LOT25 2001288 T058 ROOF SPECIAL GIRDER 1 2 Job Reference o tional zzn M ice., 90 9Mf1 Raisun% I cw 1"ni tcrnaQ Mr. Thi f Mar 5 in 26t48 2020 Pape 3 Louws Truss, Ines, Ferndale, WA 88249 ID:D87yiz?ovpmO?ITeVN LASozdyyn-IxIV50CKAMafiPzTdxsTMg N Ma9wbkv769K8gGGzdvB5 LOAD CASES) Concentrated Loads (lb) Vert: 19=803(B) 14=205(B) Trapezoidal Loads (plf) Vert:26=894o-12=108 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Incre2se=1.60 Uniform Loads (plf) Vert: 1-7=18, 7-26=8, 12-13=8, 1-22=10, 18-21=-10 Harz: 14=-26, 7-13=16 Concentrated Loads (lb) Vert: 19=803(B) 14=205(8) Trapezoidal Loads (plf) Vert: 26=33-to-12=41 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 7-26=18, 12A3=18, 1-22=-10, 18-21=-10 Harz: 1-7=-16, 7-13=26 Concentrated Loads (lb) Vert:19=803(B) 14=205(B) Trapezoidal Loads (plf) Vert: 26=43-toA 2=50 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=13, 7-26=4, 12-13=-4, 1-22=-16, 18-21=-16 Harz: 1-7=27, 7-13=10 Concentrated Loads (lb) Vert: 19=809(B) 14=211(B) Trapezoidal Loads (plf) Vert: 26=-1144o-12=-149 13) Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-7=4, 7-26=13, 12-13=13, 1-22=A6, 18-21=-16 Horz: 1-7=-10, 7A3=27 Concentrated Loads (lb) Vert:19=809(B) 14=211(B) Trapezoidal Loads (plf) Vert: 26=-98-to-12=-133 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-14, 7-26=A41 12-13=-141 1-22=A67 20-21=-16, 20-27=-56, 27-28=-16, 28-29=-56, 18-29=-16, 30-31=-40 Concentrated Loads (lb) Vert: 19=-598(B) 14=-262(B) Trapezoidal Loads (plf) Vert: 26=-108-to-12=-137 15) Dead + 0,75 Roof Live (bal.) + 0,75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-39, 7-26=41, 12-13=41, 1-22=A6, 20-21=-16, 20-27=46, 27-28=-16, 28-29=46, 18-29=-16, 30-31=-30 Harz: 1-7=12, 7-13=10 Concentrated Loads (lb) Vert: 19=423(B)14=121(B) Trapezoidal Loads (plf) Vert: 26=-265-to-12=-335 16) Dead + 0.75 Roof Live (bal.) + 0,75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=41, 7-26=-39, 12-13=-391 1-22=-16, 20-21=-16, 20-27=46, 27-28=-16, 28-29=46, 18-29=16, 30-3l=30 Harz: 1-7=10, 7-13=12 Concentrated Loads (lb) Vert 19=423(B)14=121(B) Trapezoidal Loads (plf) Vert: 26=-263-to-12=-334 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=32, 7-26=44, 12-13=-44, 1-22=-16, 20-21=-16, 20-27=461 27-28=-16, 28-29=46, 18-29=-16, 30-31=-30 Harz: 1-7=-20, 7.13=8 Concentrated Loads (lb) Vert: 19=423(B) 14=121(B) Trapezoidal Loads (plf) Vert: 26=-2674o-12=-338 18) Dead + 0,75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=44, 7-26=-32, 12-13=-32, 1-22=-16, 20-21=-16, 20-27=46, 27-28=-16, 28-29=46, 18-29=-16, 30-31=-30 Harz: 1-7=-8, 7.13=20 Concentrated Loads (lb) Vert: 19=423(B) 14=121(B) Continued on page 4 T05B I ROOF SPECIAL GIRDER 11 I 2 I D: D87yiz?ovpmO? ITeVN LOAD CASES) Trapezoidal Loads (plf) Vert: 26=89-to-12=108 29) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=18, 7-26=8, 12A3=81 1-22=-10, 18-21=-10 Harz: 14=-26, 7A3=16 Concentrated Loads (lb) Vert: 19=-642(B) 14=-322(121) Trapezoidal Loads (plf) Vert: 26=33-to-12=41 30) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 7-26=18, 12-13=18, 1-22=-10, 18-21=-10 Harz: 1-7=-16, 7-13=26 Concentrated Loads (lb) Vert: 19=-642(B) 14=-322(13) Trapezoidal Loads (plf) Vert 26=43-to-12=50 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=13, 7-26=-4, 12A3=-4, 1-22=-16, 18-21=-16 Harz: 14=-27, 7-13=10 Concentrated Loads (lb) Vert: 19=-635(13) 14=-315(B) Trapezoidal Loads (plf) Vert: 26=-1144o-12=149 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=4, 7-26=13, 12-13=13, 1-22=-16, 18-21=-16 Harz: 1-7=-10, 7-13=27 Concentrated Loads (lb) Vert: 19=-635(13) 14=-315(13) Trapezoidal Loads (plf) Vert: 26=-984o-12=A 33 33) Reversal: Dead + 0,75 Roof Live (bal.) + 0,75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-39, 7-26=-41, 12-13=-41, 1-22=-16, 20-21=-16, 20-27= 46, 27-28= 16, 28-29= 46 30-31=-30 Lum 30-31=-30 Vert. ---o- TOsc I Roof Special 1 E I D:D87yiz?ovpmO?ITeVN LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-64, 7A3=-64, 1-20=A6, 13-19=-16 2) Dead + 0.75 Roof Live (balanced) + 0,75 Uninhab, Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-52, 7-13=-52, 1-20=-16, 19-27=-161 27-28=46, 13-28=A6 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads (plf) Vert: 14=A4, 7-13=-14, 1-20=-36, 13-19=-36 4) Dead + 0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-23=33, 7-23=21, 7-25=33, 13-25=21, 1-20=101 13-19=-10 Harz: 1-23=41, 7-23=-29, 7-25=41, 13-25=29 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-24=21, 7-24=3317-26=21, 13-26=33, 1-20=-10, 13-19=-10 Harz: 1-24=-29, 7-24=-41, 7-26=29, 13-26=41 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 1-20=A6, 13-19=-16 Harz: 1-7=14, 7-13=-14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 7-13=-28, 1-20=16, 13-19=-16 Harz: 1-7=14, 7-13=-14 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=18, 7-13=16, 1-20=-10, 13-19=-10 Harz: 14=-27, 7-13=25 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 7-13=18, 1-20=-10, 13A9=-10 Harz: 14=-25, 7A3=27 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 7-13=-0, 1-20=-16, 13-19=-16 Harz: 1-7=-16, 7-.13=14 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-0, 7-13=2, 1-20=-16, 13-19=-16 Harz: 1-7=-14, 7-13=16 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=29, 7-13=13, 1-20=-10, 13-19=-10 Harz: 1-7=37, 7-13=21 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-7=13, 7-13=29, 1-20=-10, 13-19=-10 Harz: 1-7=-21, 7-13=37 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=18, 7-13=81 1-20=-10, 13-19=-10 Harz: 1-7=261 7-13=16 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 7-13=18, 1-20=-10, 13-19=-10 Harz: 1-7=-16, 7-13=26 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=13, 7-13=4, 1-20=-16, 13-19=-16 Harz: 1-7=-27, 7-13=10 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=4, 7-13=13, 1-20=-16, 13-19=-16 Harz: 1-7=-10, 7-13=27 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-13=A4, 1-20=-16, 19-27=-163 27-28=-56, 13-28=-16 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab, Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-39, 7A3=41, 1-20=-16, 19-27=-161 27-28=-46, 13-28=-16 Harz: 1-7=-12, 7-13=10 Continued on page 3 ram-''-.' Common ID:D87yiz?cvpmO? 4x4 = 1.5x4 II 3x10 = �.bxa I I Scale = 1:45.7 7-0-0 1 n-u-u 7-0.0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.04 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.07 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a o BCDL 8.0 Code IRC2015ITP12014 Matrix-SH Weight: 80 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No-2 WEBS 2x4 DF No.2 BOT CHORD REACTIONS. (Ib/size) 8=692/0-5-8 (min. 0-1-8), 6=627/0-5-8 (min. 0-1-8) Max Horz8=220(LC 11) Max Uplift8=-132(LC 12), 6=-109(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-521/95, 9-10=-388/109, 3-10=-368/128, 3-11=-368/131, 11-12=-386/112, 4-12=-519/1071 2-8=-643/24314-6=-578/201 BOT CHORD 7-8=-238/297 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=42psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp. C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 7-0-0, Exterior(2) 7-0-0 to 10-7-3, Interior(1) 10-7-3 to 15-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=(b) 8=132, 6=109. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=64, 2-3=-64, 34=-64, 4-5=-64, 6-8=-16 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-527 2-3=-52, 34=-52, 4-5=-521 6-8=-16 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-3=-14, 3-4=-14, 4-5=-14, 6-8=-36 Continued on page 2 2001266 IT06 ICommon LOAD CASES) 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-3=4i4, 34=-14, 4-5=-14, 6-8=16 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1,15, Plate I ncrease= 1. 15 Uniform Loads (plf) Vert: 1-2=-14, 2-3=-14, 3-4=-64, 4-5=-64, 6-8=-16 25) 3rd Dead + 0,75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-52, 2-3=-521 3-4=-141 4-5=-14, 6-8=16 26) 4th Dead + 0,75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-14, 2-3=-1413-4=-52, 4-5=-52, 6-8=-16 COMMON GIRDER I " 2 NOTraw 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-64, 4-7=-6418-14=-16 Concentrated Loads (lb) Vert: 13=-2032(F) 15=-2044(F) 16=-2044(F) 17=2044(F) 18=-2044(F) 19=-2044(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 14=-52, 4-7=-52, 8-14=-16 Concentrated Loads (lb) Vert: 13=-1804(F) 15=-1892(F) 16=A892(F) 17=-1892(F) 18=-1892(F) 19=-1892(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-14, 4-7=-14, 8-14=-36 Concentrated Loads (lb) Vert: 13=-1244(17) 15=-1252(17) 16=-1252(F) 17=-1252(F) 18=-1252(F) 19=-1252(F) 4) Dead + 0.6 MWFRS Wind (Pas. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-11, 4-7=13, 8-14=-10 Harz: 14=3, 44=21 Concentrated Loads (lb) Vert: 13=383(F) 15=384F) 16=384(F) 17=384(F) 18=384(F) 19=384(F) ( 5) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=13, 4-7=-11, 8-14=-10 Harz: 14=-21, 4-7=-3 Concentrated Loads (lb) Vert: 13=383(F) 15=384(F) 16=384(F) 17=384(F) 18=384(F) 19=384(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-27, 4-7=-4, 8-14=-16 Harz: 1-4=13, 4-7=10 Concentrated Loads (lb) Vert: 13=389(F) 15=391(F) 16=391(F) 17=391(F) 18=391(F) 19=391(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=4, 4J7 271 8-14=-16 Harz: 1-4=-10, 4-7=-13 Concentrated Loads (lb) Vert: 13=389(F) 15=391(F) 16=391(F) 17=391(F) 18=391(F) 19=391(F) 8) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=29, 4-7=1318-14=-10 Harz: 1-4=-37, 4-7=21 Concentrated Loads (lb) Vert: 13=383(F) 15=384(F) 16=384(F) 17=384(F) 18=384(F) 19=384(F) 9) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=13, 44=29, 8-14=-10 Harz: 14=-21, 44=37 Concentrated Loads (lb) Vert: 13=383(F) 15=384(F) 16=384(F) 17=384(F) 18=384(F) 19=384(F) 10) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate lncrease=1.60 Uniform Loads (plf) Vert: 1-4=18, 44=8, 8-14=A0 Harz: 14=-26, 4-7=16 Concentrated Loads (lb) Vert: 13=383(F) 15=384(F) 16=384(F) 17=384(F) 18=384(F) 19=384(F) 11) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 4-7=181 8-14=-10 Harz: 1-4=-16, 4-7=26 Concentrated Loads (lb) Vert 13=383(F) 15=384(F) 16=384(F) 17=384(F) 18=384(F) 19=384(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate lncrease=1.60 Uniform Loads (plf) Vert: 14=13, 4-7=4 8-14=-16 Harz: 1-4=27, 4-7=10 Concentrated Loads (lb) Vert: 13=389(F) 15=391(F) 16=391(F) 17=391(F) 18=391(F) 19=391(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-4=-4, 44=13, 8-14=-16 Harz: 1-4=-10, 44=27 Continued on page 3 2001288 COMMON GIRDER 2 Job LOAD CASES) 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=29, 44=13, 8-14=-10 Harz: 1-4=37, 4-7=21 Concentrated Loads (lb) Vert: 13=-512(F) 15=-515(F) 16=-515(F) 17=-515(F) 18=-515(F) 19=-515(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 14=13, 4-7=2918-14=-10 Harz: 14=-21, 4-7=37 Concentrated Loads (lb) Vert:13=-512(F) 15=-515(F) 16=-515(F) 17=515(F) 18=-515(F) 19=-515(F) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=18, 4-7=8, 8-14=-10 Harz: 14=-26, 4-7=16 Concentrated Loads (lb) Vert: 13=-512(F) 15=-515(F) 16=415(F) 17=-515(F) 18=515(F) 19=515(F) 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=8, 44=18, 8-14=-10 Harz: 14=-16, 4-7=26 Concentrated Loads (lb) Vert: 13=-512(F) 15=-515(F) 16=-515(F) 17=-515(F) 18=-515(17) 19=-515(F) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 14=13, 4-7=-4, 8-14=-16 Harz: 1-4=-27, 4-7=10 Concentrated Loads (lb) Vert: 13=-506(F) 15=-509(F) 16=-509(F) 17=509(F) 18=-509(F) 19=509(F) 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=4 4-7=13, 8-14=-16 Harz: 14=-10, 4-7=27 Concentrated Loads (lb) Vert: 13=-506(F) 15=-509(F) 16=-509(F) 17=-509(F) 18=-509(F) 19=-509(17) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-62, 44=44, 8-14=-16 Harz: 14=10, 4-7=8 Concentrated Loads (lb) Vert:13=-1356(F) 15=-1422(F)16=-1422(F)17=-1422(F) 18=-1422(F)19=-1422(F) 34) Reversal: Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=44, 4-7=-62, 8-14=-16 Harz: 1-4=-8, 44=-10 Concentrated Loads (lb) Vert:13=-1356(F) 15=-1422(F) 16=-1422(F) 17=-1422(17) 18=-1422(F) 19=1422(F) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-32, 4-7=44, 8-14=-16 Harz: 1-4=20, 4-7=8 Concentrated Loads (lb) Vert:13=-1356(F) 15=-1422(F)16=-1422(17)17=-1422(F)18=-1422(F)19=-1422(F) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=44, 44=-32, 8-14=-16 Harz: 14=-8, 4-7=20 Concentrated Loads (lb) Vert 13=-1356(F) 15=-1422(F) 16=-1422(F) 17=-1422(F) 18=-1422(F) 19=-1422(F) Job In.wI I rruss Truss Type Qty Ply STEPHAN SMITH LOT25 2001288 T07 Common 3 1 Job Reference o tional sn.l c 1c. on mow. 9 LouwsTruss, Ins., Femume, vvm98248 ID:D87yiz?ovpmO?ITeVNLASozdyyn-08juQOH1 kvjEn87gyf7e_GMbg377YpSeh97AuUzdvMc LOAD CASES) Uniform Loads (plf) Vert: 1-2=50, 2-7=31, 3-7=25, 3-4=31, 4-5=20, 2-4=-10 Harz: 1-2=-58, 2-7=40, 3-7=-34, 3-4=40, 4-5=28 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3=31, 3-8=25, 4-8=31, 4-5=50, 2-4=-10 Harz: 1-2=-28, 2-3=-40, 3-8=34, 4-8=40, 4-5=58 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=45, 3-4=45, 4-5=40, 24=16 Harz: 1-2=-26, 2-3=311 34=-311 4-5=-26 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-3=45, 34=45, 4-5=12, 2-4=16 Harz: 1-2=26, 2-3=31, 34=-31, 4-5=26 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=11 2-3=-11, 34=13, 4-5=7, 2-4=-10 Harz: 1-2=-10, 2-3=3, 3-4=21, 4-5=16 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=13, 34=-11, 4-5=1, 2-4=-10 Harz: 1-2=-16, 2-3=-211 34=-31 4-5=10 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-221 2-3=-27, 3-4=-4, 4-5=2, 24=-16 Harz: 1-2=8, 2-3=13, 3-4=10, 4-5=16 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=4, 34=-27, 4-5=-22, 24=-16 Harz: 1-2=-16, 2-3=-10, 34=-13, 4-5=-8 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-3=29, 3-4=13, 4-5=7, 24=-10 Harz: 1-2=-32, 2-3=-37, 3-4=21, 4-5=16 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-3=13, 3-4=29, 4-5=24, 24=-10 Harz: 1-2=-16, 2-3=-21, 34=37, 4-5=32 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=18, 3-4=8, 4-5=3, 2-4=10 Harz: 1-2=-21, 2-3=26, 3-4=16, 4-5=11 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-2=3, 2-3=8, 3-4=18, 4-5=12, 24=10 Harz. 1-2=-11, 2-3=-161 3-4=26, 4-5=21 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=13, 34=4, 4-5=2, 24=-16 Harz: 1-2=-32, 2-3=-27, 3-4=10, 4-5=16 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-3=-4, 3-4=13, 4-5=18, 24=-16 Harz: 1-2=-16, 2-3=-10, 34=27, 4-5=32 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt metal=0.90 Uniform Loads (plf) Vert: 1-3=-147 3-5=-141 2-4=-16 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-581 2-3=-62, 34=44, 4-5=40, 24=-16 Harz: 1-2=6, 2-3=10, 34=8, 4-5=12 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-2=40, 2-3=-44, 3-4=-62, 4-5=-58, 2-4=-16 Harz: 1-2=-12, 2-3=-8, 3-4=-10, 4-5=-6 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-2=-28, 2-3=-32, 3-4=44, 4-5=40, 24=-16 Harz: 1-2=-24, 2-3=-20, 3-4=8, 4-5=12 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert. 1-2=-40, 2-3=441 34=-321 4-5=-281 24=-16 Harz: 1-2=-12, 2-3=-8, 3-4=20, 4-5=24 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 2001288 1 T07A I Cammon 3mg$ S7 M-8 3 9 8 4x4 = 39-8 7-7-0 Scale = 1:23.4 Plate Offsets X — 1:0-2-1 0-1-0 3:0-2-1 0-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 1-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 1-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a Weight: 28 lb FT = 0% BCDL 8.0 Code IRC2015/TPI2014 Matrix-P I I LUMBER- BRACING - TOP CHORD N0.2 2x4 DF TOP CHORD BOT CHORD 2x4 DF N0.2 BOT CHORD WEBS 2x4 DF No.2 REACTIONS. (Ib/size) 1=285/0-5-8 (min. 0-1-8), 3=285/0-5-8 (min. 0-1-5) Max Horz 1=-77(LC 8) Max Uplift1=-43(LC 12), 3=-43(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/59, 2-3=-282/59 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=42psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pif) Vert: 1-2=-64, 2-3=-64, 1-3=-16 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-51, 2-3=-52, 1-3=A6 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-3=-14, 1-3=-36 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 2-3=31, 1-3=-10 Horz: 1-2=-40, 2-3=40 Continued on page 2 T07A ICommon 12 ' IJob LOAD CASES) Uniform Loads (plf) Vert: 1-2=A4, 2-3=-64, 1-3=-16 25) 3rd Dead + 0,75 Roof Live (unbalanced): Uniform Loads (plf) Vert: 1-2=-51, 2-3=A4, 1-3=-16 26) 4th Dead + 0,75 Roof Live (unbalanced): Uniform Loads (plf) Vert: 1-2=A4, 2-3=-52, 1-3=-16 I D:D87yiz?ovpmO?ITeVN Lumber Increase=1.15, Plate Increase=1.15 Lumber Increase=1.15, Plate Increase=1.15 Job Fruss Truss Type Qty y STEPHAN SMITH LOT 25 2001288 T08 Flat Girder 1 2 Job Reference (optional) .. 00 O 12n MiMINT&V lnAl l imae Inc Thy Mar 5 16 n7-3d 9090 Pace 2 Louws Truss, Inc, Ferndale, VM 98248 ID:D87yiz?ovpmO?ITeVNLASozdyyn-6w1 EuQETxnAOG31h1 a9rbKaHVzOSLCCFonccm9zdvT7 LOAD CASES) Uniform Loads (plf) Vert: 1-2=-64, 3-4=-16 Concentrated Loads (lb) Vert: 7=-996(F) 8=-996(F) 9=-996(F) 2) Dead + 0,75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-52, 34=-16 Concentrated Loads (lb) Vert: 7=-838(F) 8=-838(F) 9=838(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 3-4=-36 Concentrated Loads (lb) Vert: 7=-596(F) 8=-596(17) 9=596(F) 4) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 34=-10 Harz: 14=15, 2-3=20 Concentrated Loads (lb) Vert: 7=300(F) 8=300(F) 9=300(F) 5) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 34=-10 Harz: 14=-20, 2-3=-15 Concentrated Loads (lb) Vert: 7=300(F) 8=300(F) 9=300(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 34=-16 Harz: 1-4=26, 2-3=9 Concentrated Loads (lb) Vert: 7=307(F) 8=307(F) 9=307(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=13, 3-4=-16 Harz: 14=-9, 2-3=-26 Concentrated Loads (lb) Vert: 7=307(F) 8=307(F) 9=307(F) 8) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 3-4=-10 Harz: 14=13, 2-3=18 Concentrated Loads (lb) Vert: 7=300(F) 8=300(F) 9=300(F) 9) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 34=-10 Harz: 14=-18, 2-3=-13 Concentrated Loads (lb) Vert: 7=300(F) 8=300(F) 9=300(F) 10) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 34=-10 Harz: 1-4=7, 2-3=14 Concentrated Loads (lb) Vert: 7=300(F) 8=300(F) 9=300(F) 11) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Incre2se=1.60 Uniform Loads (pif) Vert: 1-2=18, 3-4=-10 Harz: 1-4=14, 2-3=-7 Concentrated Loads (lb) Vert: 7=300(F) 8=300(F) 9=300(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 34=-16 Harz: 14=24, 2-3=7 Concentrated Loads (lb) Vert: 7=307(F) 8=307(F) 9=307(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 3-4=-16 Harz: 1-4=4, 2-3=-24 Concentrated Loads (lb) Vert: 7=307(F) 8=307(F) 9=307(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Continued on page 3 Flat Girder 2 Jab Reference LOAD CASES) 27) Reversal: Dead + 0,6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 34=-16 Horz: 1-4=24, 2-3=7 Concentrated Loads (lb) Vert: 7=220(F) 8=-220(1=) 9=-220(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 3-4=A6 Horz: 14=-7, 2-3=-24 Concentrated Loads (lb) Vert: 7=-220(F) 8=220(F) 9=-220(F) 29) Reversal: Dead + 0.75 Roof Live (bal,) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 3-4=-16 Horz: 14=-7, 2-3=-19 Concentrated Loads (lb) Vert: 7=-611(F) 8=-611(F) 9=-611(F) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0,75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 3-4=-16 Horz: 1-4=18, 2-3=6 Concentrated Loads (lb) Vert: 7=-611(F) 8=-611(F) 9=-611(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 3-4=-16 Horz: 14=-6, 2-3=-18 Concentrated Loads (lb) Vert: 7=-611(F) 8=-611(F) 9=-611(F) 2001288 FLAT GIRDER LOAD CASES) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-184, 4-6=-16 Concentrated Loads (lb) Vert: 5=-1(F) 2=-7(F) 7=-7(F) 8=-7(F) 9=-1(F) 10=-1(F) 2) Dead + 0,75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-153, 4-6=-16 Concentrated Loads (lb) Vert: 5=-2(F) 2=-6(F) 7=6(F) 8=-6(F) 9=-2(F) 10=-2(17) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-89, 4-6=-36 Concentrated Loads (lb) Vert: 5=A6(F) 2=-7(F) 7=7(F) 8=-7(17) 9=-16(F) 10=-16(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=58, 4-6=-10 Harz: 1-6=15, 34=20 Concentrated Loads (lb) Vert 5=-4(F) 2=15(F) 7=15(F) 8=15(F) 9=-4(F) 10=-4(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=58, 4-6=A0 Harz: 1-6=-20, 3-4=-15 Concentrated Loads (lb) Vert: 5=4(F) 2=15(F) 7=15(F) 8=15(F) 9=4(F) 10=4(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-71, 4-6=-16 Harz: 1-6=26, 34=9 Concentrated Loads (lb) Vert: 2=28(F) 7=28(F) 8=28(F) 7) Dead + 0.6 MWFRS Wind (Neg Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3= 40, 4-6=-16 Harz: 1-6=-91 34=-26 Concentrated Loads (lb) Vert: 2=28(F) 7=28(F) 8=28(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=58, 4-6=-10 Harz: 1-6=13, 3-4=18 Concentrated Loads (lb) Vert: 5=-4(F) 2=15(F) 7=15(F) 8=15(F) 9=4(F) 10=-4(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=58, 4-6=-10 Harz: 1-6=-18, 3-4=-13 Concentrated Loads (lb) Vert: 5=4(F) 2=15(F) 7=15(F) 8=15(F) 9=- 4(F) 10=-4(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Uniform Loads (plf) Vert: 1-3=30, 4-6=-10 Harz: 1-6=7, 3-4=14 Concentrated Loads (lb) Vert: 5=-4(F) 2=27(F) 7=27(F) 8=27(F) 9=-4(F) 10=-4(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Uniform Loads (plf) Vert: 1-3=30, 4-6=-10 Harz: 1-6=-14, 3-4=-7 Concentrated Loads (lb) Vert: 5=-4(F) 2=27(F) 7=27(F) 8=27(F) 9=-4(F) 10=-4(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Uniform Loads (plf) Vert: 1-3=68, 4-6=-16 Harz: 1-6=24, 3-4=7 Concentrated Loads (lb) Vert: 2=28(F) 7=28(F) 8=28(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60 Uniform Loads (plf) Vert: 1-3=-40, 4-6=-16 Harz: 1-6=-7, 3-4=-24 Concentrated Loads (Ib) Vert: 2=28(F) 7=28(F) 8=28(F) Continued on page 3 Plate Increase=1.60 Plate Increase=1.60 Plate Increase=1.60 Plate Increase=1.60 2 Job Reference 8.330 s Jan 222( eVNLASozdyyn-1 p russ russ ype ty y STEPHAN SMITH LOT5 2001288 T09 FLAT GIRDER 1 2 Job Reference optional ice., o0 omn ui7av InA, cfna< Inr Thu Mar 5 15'11'332020 Paae 4 Loum Truss, Irw., Femume, JVA 9w ID:D87yiz?ovpmO?ITeVN LASozdyyn-1 KDQ_JOILZUMQ?OwgH ib5Fgi6BVxQf?ljpLVjlzdvGO LOAD CASES) Concentrated Loads (lb) Vert: 5=19(F) 2=-24(F) 7=-24(F) 8=-24(F) 9=-19(F) 10=-19(F) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-3=-68, 4-6=-16 Harz: 1-6=24, 3-4=7 Concentrated Loads (lb) Vert: 5=-13(F) 2=-8(F) 7=-8(F) 8=-8(F) 9=-13(F) 10=-13(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=40, 4-6=-16 Harz: 1-6=-7, 3-4=-24 Concentrated Loads (lb) Vert 5=-13(F) 2=-8(F) 7=-8(F) 8=-8(17) 9=-13(F) 10=-13(F) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-162, 4-6=-16 Harz: 1-6=19, 3-4=7 Concentrated Loads (lb) Vert: 5=-8(F) 2=-7(F) 7=-7(F) 8=-7(F) 9=-8(F) 10=-8(F) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-139, 4-6=-16 Harz: 1-6=-7, 3-4=-19 Concentrated Loads (lb) Vert: 5=-8(F) 2=-7(F) 7=-7(F) 8=-7(F) 9=-8(F) 10=-8(F) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-159, 4-6=-16 Harz: 1-6=18, 3-4=6 Concentrated Loads (lb) Vert: 5=-8(F) 2=-7(F) 7=7(F) 8=-7(F) 9=-8(F) 10=-8(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Incre2se=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-139, 4-6=-16 Harz 1-6=-6, 3-4=18 Concentrated Loads (lb) Vert: 5=-8(F) 2=4(F) 7=-7(F) 8=4(F) 9=-8(F) 10=-8(F) Job Truss Truss Type Qty Ply STEPHAN SMITH LOT25 2001288 T10 Jack -Open 3 1 Job Reference (optional) Louws Truss, lac, Fimdale,. WA 98248 8,330 s Jan 22 2020 MTek Industries, Inc. Thu Mar 5 13:48:57 2020 Page 2 ID:D87yiz?ovpmO?ITeVN LASozdyyn-jSV0vW9foUuhs9e6CQ0ivcjDGWEYetwy7PTVi3zdwcq LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=57, 2-7=48, 3-7=24, 4-5=-10 Harz: 2-5=24, 1-2=-66, 2-7=-56, 3-7=-32 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=18, 2-6=427 2-3=48, 4-5=-10 Harz: 2-5=-38, 1-6=-27, 2-6=-51, 2-3=-56 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=1, 2-3=-34, 4-5=-16 Harz: 2-5=-27, 1-2=-15, 2-3=20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-34, 4-5=-16 Harz: 2-5=35, 1-2=15, 2-3=20 8) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 2-3=18, 4-5=-10 Harz: 2-5=15, 1-2=-39, 2-3=-27 9) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=16, 4-5=-10 Harz: 2-5=-20, 1-2=-19, 2-3=-25 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=2, 4-5=-16 Harz: 2-5=26, 1-2=-22, 2-3=-16 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=-0, 4-5=-16 Harz: 2-5=-9, 1-2=-19, 2-3=-14 12) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-3=29, 4-5=-10 Harz: 2-5=13, 1-2=-32, 2-3=-37 13) Dead + 0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=8, 4-5=-10 Harz: 2-5=-14, 1-2=11, 2-3=-16 14) Dead + 0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=18, 4-5=-10 Harz: 2-5=7, 1-2=-21, 2-3=-26 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31 2-3=87 4-5=-10 Harz: 2-5=-14, 1-2=-11, 2-3=A6 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=13, 4-5=-16 Harz: 2-5=24, 1-2=-32, 2-3=-27 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-8, 4-5=-16 Harz: 2-5=-3, 1-2=-11, 2-3=-6 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (pif) Vert: 1-2=-14, 2-3=-14, 4-5=-16 19) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-39, 4-5=-16 Harz: 2-5=19, 1-2=-16, 2-3=-12 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-41, 4-5=-16 Harz: 2-5=-7, 1-2=-151 2-3=-10 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=-28, 2-3=-32, 4-5=-16 Harz: 2-5=18, 1-2=-24, 2-3=-20 22) Dead + 0,75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-43, 2-3=47, 4-5=-16 Harz: 2-5=-2, 1-2=-8, 2-3=4 61-00-00 0 2-06-00 51-06-00 5-00-00 0 0 m G W D o O= U7 N p r0 D <O m N n o0 2-0 -00 �p� � r = N T03 Z Z m 90 A w 2-0 -00 Jo y G) G) z 01 o T03 00cn m r p �_ w N rn J02 T03 000 ZO m c) o 0 0o J02 T03 T03 0 0 G) 0 2-0 -00 dZpC T03 O� IM o 0 o 2-0 -00 �, m rn o 0 0)T1 D D T05 CD oT1 T05 o T05 a T05 0 o o o o o T05 o I T05 I I 0 0 C., U) v w w f. o C� 21-06-00 - -- -- -- o O AO # O O= 0 0 =O .0 O (n y 00 3 N T04 w 0 A 0o T04 a J = 3 ° T04 Oo� .. OO w T04 z D 0 29-00-00 D Z N T64 N � o T04 # T04 N mnot not GE04 r N P e C C 4-06-00 51-06-00 5-00-00 0 o N 61-00-00 City of Anacortes 904 6th Street P.O.Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Jab Address: 2720 LEER LN ANACORTES WA 98221 Remarks: New SFR Invoice/Permit #: Applied date: Issue date: Expire date: BLD-2020-0137 03/06/2020 09l02/2021 Permit Type: Single Family Residence Permit Project: Owner: STEPHAN SMITH Contractor: Address: PO BOX 727 Address: ALBANY OR 97321 Phone: Phone: General Information: Permits and Insp... -BLD-2020-0137 - 2020 020091-0026 Erin Wil... 03t0612020 02:02PM 12637 - STEPHAN SMITH License #: OWNER Fees: Plan Application Fee State Building Code Fee Resi Sewer Inspection Fee Storm Drain GFC-Residential Sewer GFC-Residential Park Impact Fee Traffic Impact Fee Non Sprinklered SFR Fire Fee EMS Impact Fee SFR/duplex: site plan/design Total Calculated: Deposits/Receipts: Total Due: 200.00 6.50 51.08 696' 09 9,140.86 615.00 2,765.69 100.48 356.26 60.00 14,991.96 0.00 14,991.96 T#tl.Q-4976�Wff1�&�s4�%beV8°IjqitIF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 1ON8Tik3OMCDN OR WORK Z�511SPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I I1 MrMTU " UM.1 HAT I HAVIt;#t AD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF WS U.D,_ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE '� iv IMgAb'''A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O. BOX 547, ANACORTES, WA 98221 PH(360) 293-1920 E-MAIL: stevel@cityofanacortes.org FAX(360) 293-1938 Review Summary 1 Date: March 30, 2020 To: Dave Oicles (Permitting)_�nd Rob Frisinger (Plans Examiner) From: Steven Langeta Subject: Public Works Engineering Site Review for 2720 Geer Lane A review of the Building Permit documents was completed on March 30, 2020. Site Plan: 1. BMP T5.13 —Post Construction Soils are required. 2. How will the site, when denuded be stabilized? Typical TESC plans show mulch, seeding, etc. Please clarify. 3. No frontage improvements are required under this proposal. 4. Show all utility connection locations. 5. Show existing frontage improvements on site plan. 6. Show existing and proposed grades. 7. Show existing drainage easement on the westerly boundary. This drainage easement, if open an open swale needs to remain as is in its existing condition. 8. Show existing utility easement on the easterly boundary 9. Runoff may not discharge directly onto the surface of a public street or road, per AMC 19.76.070 — Conveyance, Section A, Item 3. The driveway will need to install a strip drain and convey the water to the drainage easement to the west. 10. Driveway maximum width at street is 204eet for properties that have more than 50-feet of frontage, per AMC 19.53.030 —Driveways and Access Easements, Item F. 11. The applicant is proposing a rain garden. Applicant needs to provide a soils analysis to verify infiltration rates. If not, the rain garden will need an under -drain to convey waters to the west to the swale. Request a response memo that identifies how each item was addressed. Page 2 of 1 CASCADE DESIGN GROUP, INC ENGINEERING • PLANNING July 13, 2020 Groc Fyrrce City of Anacortes Building Department Anacortes, Washington RE: Stepped foundation for house located 2720 Geer Lane, Anacortes, Washington Dear Mr. Fyrrce: At the request of Steve Smith of Progressive Builders, I would like to address your concerns regarding the stepped foundation for the house located at the above indicated address. Your main issue is that the steps are at spacings less than 8 feet apart_ In the case of this building site, this spacing is not practical. However, based on my observation of photos taken of this construction, the steps in these stemwalls will pose no structural issues with this house and no additional reinforcement of the walls beyond standard construction is required. If you have any questions, feel free to contact me at any time. Sincerely, Peteris Bambe, P.E. P.O. Box 1617 •Corvallis, OR 97339 • 541-753-4417 •pete.bambe@gmail.com 00 -D A O -� O o Q o CD - z CD cn co A D U) CC) G n m D CD n p CD m cn CO m J (Q N N J N O 0 K > o ifl �n 00 N N d �o oN Y Qc D �k O C/I A-Ol N0123'25"E \ J S 43.00' N 010 23' 25" Tp 1R' a T� Table 406.2 Energy Credits (2015 Code) OPTION DESCRIPTION CREDIT(S) Estimated Cost l a EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R4021.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.25 Wall R-21 plus R4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. lc EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.22 Ceiling and single -rafter or joist -vaulted R49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R42 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 1 da EFFICIENT BUILDING ENVELOPE ld: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.24 2 a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the quali5jiDg ventilation system. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. Table 406.2 Energy Credits (2015 Code) OPTION DESCRIPTION CREDIT(S) Estimated Cost 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M 1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 Gas, propane or oil -fired furnace with minimum AFUE of 94%, or Gas, propane or oiled -fired boiler with minimum AFUE of 92% To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3bb HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air -source heat pump with minimum HSPF of 9.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3cb HIGH EFFICIENCY HVAC EQUIPMENT 3c: 1.5 Closed -loop ground source heat pump; with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and mni imum COP of 3.6 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: 1.0 All heating and cooling system components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts, hydronic piping, hydronic floor heating loop, convectors and radiators. All combustion equipment shall be direct vent or sealed combustion. For forced air ducts: A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used., they cannot contain splices. Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. Table 406.2 Energy Credits (2015 Code) OPTION DESCRIPTION CREDIT(S) Estimated Cost 5a EFFICIENT WATER HEATING 5a: 0.5 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.' To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.0 Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R4 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 5c EFFICIENT WATER HEATING 5c: 1.5 Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of 0&300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEAs Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. 5d EFFICIENT WATER HEATING5d: 0.5 A drain water heat recovery unit(s) shall be installed, which captures waste water beat from all the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency of 52% if installed for unequal flow. Such units shall be rated in accordance CSA 1355.1 and be so labeled. To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specified the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. Table 406.2 Energy Credits (2015 Code) OPTION DESCRIPTION CREDIT(S) Estimated Cost 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation per each housing unit provided annually by on -site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. O ai � O o CCD cn'o Cn 0� <. n� CD W 0CD C7 U) rn (Q` � � 3 f a V A-01 3 S k v - N Q ° 23' 25" E� 1 \ �I I vAA I N(I1°23'25"E O a�� 1 �-t � L i 1� �oWT �- o �X fl.� o -I CD CD N v D cn G 3 CD Co �y N 0 P 0r� b� b CD 00 N N C7 c� b b a CD CD w� o. O C/I A40 LI G .0 JeI Z cn 1 :� — - _ 63_ --- lb lz 1 N01023'25"E/— _ — Ile I ( I I ( CO 0 OD C2 in !o LA ( ' W to + C' 'o LA Us(� I 43.00' N01023'25"E — — —