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B17-1191 055-540-053
W, U N' OT E-5 ll - 2 ROOF OR PORCH EAVES AND SOFFITS SHALL BE PROTECTED BY �19 IGNITION -RESISTANT MATERIALS, NONCOMBUSTIBLE CONSTRUCTION, 16d sinker ONE LAYER OF 5/8" TYPE Y GYPSUM SHEATHING APPLIED to BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE RAFTER Top plate TAILS OR SOFFIT, THE EXTERIOR PORTION OF A 1 -HOUR FIRE v RESISTIVE EXTERIOR WALL ASSEMBLY APPL E UNDERSIDE_ THE CEILING ASSEMBLY*. CR continuity is to -jack -stud strap VENTILATION OPENINGS FOR ENCLOSED ATTICS, Cf ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTERS required per SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY of opening (Ref. TO THE UNDERSIDE OF ROOF RAFTERS, AND UNDERFLOOR 11",72.3 VENTILATION OPENINGS SHALL BE FULLY COVERED WITH R60 2 CORROSION -RESISTANT, NONCOMBUSTIBLE METAL WIRE 3/8" min. MESH WHERE THE OPENINGS ARE A MIN. OF 1/16" A AND SHALL NOT EXCEED 1/8", EXCEPT VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OF structural panel ROOFS, WITH THE EXPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE -MES N MAY BE OF COMBUSTIBLE MATERIALS. CRC strap -Q ROOF GUTTERS SHALL BE PROVIDED T WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN. THE GUTTER PER SECTION "R= OF CRC on ROOF VALLEY FLASHINGS SHALL BE NOT LESS THAN 26 Gk SHEET CORROSION' RESISTANT METAL INSTALLED OVER A MIN. 36 INCH WIDE UNbERLAYMENT COCSISTINQ OF ONE LAYER: OF 72# ASTM, b 3900CAP SHEET Min, (2) 2x4 typ. RUNNING THE FULL LENGHT OF THE VALLEY. CRC 44.5.3. L, IE L EN � 4" = I _ALTA. RN/\_FL 5 RACIFID rAKE-1- FIGURE I CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Extent of header (Two braced wall segments) Extent of header (One braced wall segment) max. height 0 24X38 CLEAMMIRTO J A --I,-- L-4 ___ DAnl I / T_ Fr (336) 6!14!201'7 ,Al ,Sheathing filler ll - 2 Tto 18' (finished width) �19 16d sinker to Fasten sheathing to header with Top plate g 3" o.c. 8d common nails in 3" grid continuity is to -jack -stud strap Cf pattern as shown and 3" o.c. in required per I of opening (Ref. 11",72.3 .11 framing (studs and sills)-typ- R60 2 3/8" min. L thickness wood structural panel Uj 1000 lb header -to -jack- stud strap -Q on both sides of opening (install on backside as shown on Side Elevation, Ref. No. LSTA24) Min, (2) 2x4 typ. Braced wall If panel splice is needed it shall segment per i. occur within 24" of mid -height. R602.10.5 Blocking is not required. Min. width based on 6:1 of No. jack studs : f height -to -width ratio: For er table example: 16"min- for 8' height R502.5(1 5 &2) Min. 2"x2"x3/16" plate washer A --I,-- L-4 ___ DAnl I / T_ Fr (336) 6!14!201'7 ,Al ,Sheathing filler unclation per code B4 P('1 Not to scale DO' 3b YP® CUN 5 5'k' CO M'P, 3 =t Ir LO t_� 4\N co PA -4 -Fbr- P LAI 4 5-ru ID 5 - I (I C- 6TUCOD T �5 10 E t C A - PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE _55C, [S(D r 2_24 _-Q,r-T, 2,24 50,F F" < i44'3Z2-,'5 C, Gj (N = LF ox--, Lomw"IC-D" PA -4 PE -e_ -Y__ A- iiz.,QEt, YTS 0W,11I96C_VC(2-4 LF)L( . WIW1,24.4 2,(,> fA5CLA (7`�t--) IjA\ 2 �1 4�1 1,9 ll - 2 if needed �19 16d sinker to nails in 2 rows GN g 3" o.c. 1000 lb header - 3 to -jack -stud strap Cf on both sides I of opening (Ref. No. LSTA24) 3/8" min. L thickness wood structural panel Uj sheathing unclation per code B4 P('1 Not to scale DO' 3b YP® CUN 5 5'k' CO M'P, 3 =t Ir LO t_� 4\N co PA -4 -Fbr- P LAI 4 5-ru ID 5 - I (I C- 6TUCOD T �5 10 E t C A - PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE _55C, [S(D r 2_24 _-Q,r-T, 2,24 50,F F" < i44'3Z2-,'5 C, Gj (N = LF ox--, Lomw"IC-D" PA -4 PE -e_ -Y__ A- iiz.,QEt, YTS 0W,11I96C_VC(2-4 LF)L( . WIW1,24.4 2,(,> fA5CLA (7`�t--) IjA\ 2 �1 4�1 1,9 12 (a J Z-4 Buu-0PTKjm F0 (TYP t> pojle_Xo "1111-1- 1�11ccll�,",_�O__ 'T 5LZX_E_ 4 4 6TUG15 � � Lam" O. C , ([`( I?,1 g`� " ��--'�� C, e- -7 ' e- 10 0 I +19 15 _y '3/� f I H001Z 5tLF--C_L,-J.5IPQG 2 Q C> 00 tz_ 6 2 5- �n 0 GARAGE �LA13 T) G -- 10A I C) \IVY' t-) ZI F,/--\\,/ &-L- F- t LL - N_ I 1 T -Lu 0 r r C CL& 3c I � � � ;+1,t$ i2`` 5 1 "1 GL E_ RF-,, C, (TyP., F- 4- $3 3 Y,// a �12' 0,C, FIF-LP_j W (f��Gp A5 20 /N1 P Cly zr_u (1-15 W/ I Z_ cu-', c. "i I W -r, '5/ 0 ll - 2 �19 ON to GN UKl 3 Cf 12 (a J Z-4 Buu-0PTKjm F0 (TYP t> pojle_Xo "1111-1- 1�11ccll�,",_�O__ 'T 5LZX_E_ 4 4 6TUG15 � � Lam" O. C , ([`( I?,1 g`� " ��--'�� C, e- -7 ' e- 10 0 I +19 15 _y '3/� f I H001Z 5tLF--C_L,-J.5IPQG 2 Q C> 00 tz_ 6 2 5- �n 0 GARAGE �LA13 T) G -- 10A I C) \IVY' t-) ZI F,/--\\,/ &-L- F- t LL - N_ I 1 T -Lu 0 r r C CL& 3c I � � � ;+1,t$ i2`` 5 1 "1 GL E_ RF-,, C, (TyP., F- 4- $3 3 Y,// a �12' 0,C, FIF-LP_j W (f��Gp A5 20 /N1 P Cly zr_u (1-15 W/ I Z_ cu-', c. "i I W -r, '5/ 0 5H AUL B e- A t-) I W I lv\d OF 14- 0 EXT , &4f�A);��Z5 d x) Z U. C), N Date 1-7 1 b" AP50,1 �- Rf- 50 tZF4\C:E A L L (-J;vk C�Z _F0 0 E_ 1), 1� 5TI�> 11 Z_ o-; c -A R f F L - 0 (D r?-, Q^, p E. Ca le NoTt"r) SOC f 14, 7fl FLAN 1 "0 FL(DOFFOU Kip I DrawnW LIGHTING: ALL LIGHTING WILL COMPLY WITH-2t*l, CA. ENERGY CODE. S I I., ALL INSTALLED LIGHTS IN GARAGE WILL BE HIGH EFFIC . T-5:SHOP LIGHTS. cAc.,/ C', 1,",(a � c, -,v S- _0 6�L__ 2. NEW EXTERIOR fM =- LIGHTS SHALL HAVE BOTH MOTION SENSOR AND: PHOTO CONTRO BFIIGH EFFICACY. U, 0C.Clu C y Job Sheet 7 - Of Sheets �19 ON to GN L 0 Uj -Q 5H AUL B e- A t-) I W I lv\d OF 14- 0 EXT , &4f�A);��Z5 d x) Z U. C), N Date 1-7 1 b" AP50,1 �- Rf- 50 tZF4\C:E A L L (-J;vk C�Z _F0 0 E_ 1), 1� 5TI�> 11 Z_ o-; c -A R f F L - 0 (D r?-, Q^, p E. Ca le NoTt"r) SOC f 14, 7fl FLAN 1 "0 FL(DOFFOU Kip I DrawnW LIGHTING: ALL LIGHTING WILL COMPLY WITH-2t*l, CA. ENERGY CODE. S I I., ALL INSTALLED LIGHTS IN GARAGE WILL BE HIGH EFFIC . T-5:SHOP LIGHTS. cAc.,/ C', 1,",(a � c, -,v S- _0 6�L__ 2. NEW EXTERIOR fM =- LIGHTS SHALL HAVE BOTH MOTION SENSOR AND: PHOTO CONTRO BFIIGH EFFICACY. U, 0C.Clu C y Job Sheet 7 - Of Sheets SIDING PER ELEVATIONS 4.5: Environmental Quality 2x4 MUDSILL W/ 1 /2" Y----- AB W/ 3x3xO.229" SCALE 2x4 STUDS © 16" O.C. WASHER© 6' O.C. 4.504.2 VOC's are. to be documented for: EMBEDDED MIN 7" SHEET / # u F.. #4 REBAR CONT. 3" FROM PROVIDE APPROVED VAPOR TOP AND BOTTOM Paints and Coatings, BARRIER UNDER EXTERIOR Carpet, SIDING/OVER SHEAR: PLY. 5% SLOPE FOR A DISTANCE OF 10' Composition Wood Products. FROM FOUNDATION WALL. IF PHYSICAL Documentation shall be provided by Product OBSTRUCTIONS OR LOT LINES PROHIBIT other SEAL FOUNDATION 9 MUDSILL THE 10' DISTANCE, A 2-5% SLOPE SHALL BE PROVIDED TO AN APPROVED Interior moisture control at slab on grade CONC. SLAB PER PLAN ALTERNATIVE METHOD OF DIVERTING capillary break as follows: THE WATER AWAY FROM FOUNDATIOIN jE Moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be WALL(R401.3)------ Z certified by one of 3 methods specified. - -- used in Z . „:;, 07 12" Z- EXTERIOR FOOTING SLAB FLOOR H2.5 ANCH( HEADER PE — 1 /2" OSB IDS ON ,GE DOOR z GARAGE DOOR HEADER 2x4 EAVE BLOCK 1/2" CCX PLY. Q EAVES 1 x4 TRIM —J — 2x6 FASCIA SIDING — SEE z EAVE D ETAI L 1/2" OSB --� sIMPSON HI TIE AT EACH TRUSS PROVIDE APPROVED VAPOR BARRIER UNDER EXTERIOR SIDING/OVER STUDS N5POUT DA PTER 4" HDPE N-12 J CLO5ED PIPE CO & TEE GUTTER WITH AGILITY TO PREVENT THE ACCUMULATION OF LEAVES (N) DOWN5POUT 10' MIN — 2% OPTION I: UNDERGROUND RETENTION SYSTEM BACKFILL 18" CO & 5WEEP 25 LF 4" PERF FIFE 6 WRAPPED IN FILTER FADRIC (PERFORATION DOWN) IN DRAIN ROCK. OPTION 2: GRASSY SWALE� 2% MINS 5% 6' ---- 4' — 10' GRA55Y 5WALE (E) FENCE (E) (E) GUTTER SIDEWALK 6" CALGREEN REQUI.R.EMENTS NOTE: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISK, WEB BASED REFERENCE OR OTHER APPROVED REFERENCE DOCUMENTATION SHALL BE PLACED IN THE BUILDING IN ACCORDANCE WITH TH I T fr CALIF. GREEN BUILDING STANDARDS CODE (CGBSC) SEC. 4.410 AND CONTAIN THE FOLLOWING: —A STATEMENT THAT THE MANUAL SHALL REMAIN IN THE BUILDING FOR THE ENTIRE LIFE—CYCLE OF THE STRUCTURE —OPERATION AND MAINTAINENCE INSTRUCTIONS FOR EQUIPMENT, APPLIANCES, HVAC SYSTEMS, ROOF/ YARD DRAINAGE, IRRIGATION SYSTEMS, ETC. —INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROGRAMS AND LOCATIONS —PUBLIC TRANSPORTATION AND CARPOOL OPTIONS IN THE AREA —EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60% AND HOW TO MAINTAIN THESE LEVELS OF HUMIDITY —INFORMATION ABOUT WATER CONSERVING LANDSCAPE/IRRIGATION DESIGN AND CONTROLLERS —INFORMATION ABOUT REQUIRED ROUTINE MAINTAINENCE MEASURES INCLUDING CAULKING, PAINTING, GRADING, ETC. —INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE —A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY FINISH MATERIAL SHALL COMPLY WITH THE FOLLOWING: (PROVIDE DOCUMENTATION AT TIME OF FIELD INSPECTION TO VERIFY THE FOLLOWI,NG)(CGBSC 4.504.2): —ADHESIVES, ADHESIVE BONDING PRIMERS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN THE CALIF. GREEN BUILDING STANDARDS CODE(CGBSC) TABLE 4.504:1 ;OR 4.504.2 AS APPLICABLE, SUCH PRODUCTS SHALL COMPLY WITH RULE 1168 PROHIBITION OF THE USE OF TOXIC COMPOUNDS EXCEPT FOR AEROSOL PRODUCTS LISTED BELOW —AEROSOL ADHESIVES, SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING.:COMPOUNDS(WHICH DO NOT WEIGH MORE THAN 1 LB. AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS INCLUDING PROHIBITION ON USE OF CERTAIN TOXIC COMPOUNDS ��l —ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC . LIMITS AS REFERENCED THE CGBSC TABLE 4.504.3 —AEROSOL PAINTS AND COATINGS SHALL MEET PRODUCT—WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) OF THE CALIF. CODE OF REGULATIONS —ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF ONE OF THE FOLLOWING: —CARPET AND RUG INSTITUTE'S GREEN LABEL,PLUS PROGRAM —CALIF. DEPT. OF PUBLIC HEALTH STANDARD PRACTICES FOR THE TESTING OF VOC'S —NSF/ANSI 140 AT THE GOLD LEVEL —SCIENTIFIC CERTIFICATION SYSTEMS INDOOR ADVANTAGE GOLD —AT LEAST 50% OF THE FLOORING AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW EMITTING MATERIALS LIST OR CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSITUTE (RFCI) FLOORSCORE PROGRAM —COMPOSITE WOOD' PRODUCTS SHALL MEET THE REQUIREMENTS "OF FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE COMPOSITE WOOD BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT(CGBSC 4.505.3) 4.106 Provide storm water retention and drainage Best Management Practices (BMP's) during construction. 4.201: Energy Efficiency Comply with the current T-24 requirements. 4.303: Water Efficiency and Conservation 4303.4 Irrigation water use shall have weather based controllers. Section 4.4: Material Conservation and Material Resource 4.408.1 of construction waste shall be recycled. 4.410.1 The builder shall provide an operation manual for the owner at time of final inspection. P ERMri # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE Section 4.5: Environmental Quality Y----- SCALE DATE DATE JOB: 4.504.2 VOC's are. to be documented for: SHEET / # u F.. Adhesives, Paints and Coatings, Carpet, Composition Wood Products. Documentation shall be provided by Product Certifications & Specifications, Chain of Custody Certifications, or other means acceptable to the Building Official 4.505.1 Interior moisture control at slab on grade floors shall be provided by a vapor retarder per CBC Chapter 19, over a capillary break as follows: 4.505.3 Moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs ofwater damage should not be used in construction. Insulation that appears wet, or has a high moisture content should be removed, or allowed to dry prior to enclosure. MINIMUM EROSID.N,AND SEDIMENT CONTROLS -FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Managemenfi Practices listed below must be in; place durin - ear -- (�tq�}"'-1a�4� "aiNer,i Prac}t urr aider ICs- -# . The BMP's listed are minimum requirernenfis and addifiional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily, basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars `across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a Covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen'-may be used for this application. 'Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation Of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. DRAWN BY: CHECKED: DATE: SCALE JOB: SHEET / # u F.. �03T7- Butte County Department of Development Services FORM NO • PERMIT CENTER .coUy• 7 County Center Drive, Oroville, CA 95965 DBP -06 Main Phone (530) 538-7601 Fax (530) 538-7785 wwwbutlecountv.neUdds PLAN CHANGE, RECHECK, OR RETURN Owner's Name: y QD Contact Person Name: —�r6� Contact email: Contact Phone Number: 2170 7/I � o'L- 7%-73V/Date Submitted: /7 Permit Number: Y I Assessor's Parcel Number: Lj " ❑ COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: ❑ Response to Plan Check Letter? i ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: 1. 2. I 4. 5. BUTTE COUNTY JUN 2 12017 DEVELOPMENT LIST OF ITEMS SUBMITTED SERVICES Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Comp1eted\DBP\DBP- 06_P1an_Change_Form_REV'D_8.13.14_AKM.doc Page 1 of 1 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-1191 Owner's Name: HOOK TODD J LORI A Assessor's Parcel Number: 055-540-053 Date of Application: 6/14/2017 Square Footage Verification No Change:_ NOTES: Verified By: Confirmed TRAKiT Updated by: (Plan Check Signature) Date: Date: �- -is -�� At Application: Change To: Living Area 0 Garage Area 336 Covereil Area 0 Open Area Other 0 0 No Change:_ NOTES: Verified By: Confirmed TRAKiT Updated by: (Plan Check Signature) Date: Date: �- -is -�� TIM E6%4P'S l9E5r Ci '7 � BELOW MART Be 1N M � T � �SYE 0 L1t71RLD�lTi7C1ElE-T4►455$AEBD UZAMM `StTE�e041iiTiGlISQTi1Cfir-fF�y�°'-+I, ' / , EWE'S LISTCD ARE MINMiM RECMREMdNTSAM �- ADDLTIONAL BMPV COULD BE REQUIRED BASED 0.14 SITE CONDITIONS. 1, STABILIZED &,nW, PROVICM M,,W r S- TO b' P""",EO ROCK SO' LONS x 15' WIDE BY 6- PUFF OVER CONSTY"TION @!¢ADE PASMe D. ALL $OILS TRACK.W OHIO PAVED ROAOWAn "r BE CLEATEO ON A OAILY eh51$, t Went $TnMTS ARE Wdr OR MAINS A RAIN EVENT T"Ettg B"LL SE NO T--.K;Nr OR *OILS ONTO THE STREET. a• WATTLES SHALL Be INSTALL@D PROPERLy, BEHINIp CPZ OR SIPeKALKS. 4. ROCK MASS ("NIMH 2 PER SIDE) AT ALL DRAIH INLET LOCATION$ WTHIN ISO- Op THE PROJf+r SITQ S. IIMRRAL FILTERS SHALL BE PLA4I'D I"DS EACH TURAIN INLET. b, TRAE}F BARS SMALL BE PLACED ACROSS THe SAr.K OF ALL DRAIN INLETS. T. STABILIZL' ALL 015TVRMP SOILS IH THE FRONT YARD ARRAS VaTHIN 15' OF TME 9ACK CUR8 OR SIDEWA" (STRAW OR EROSION BLANKETS MAY Be USW POR THIS AFPLf6AT10N) B- STABILIZE ALL SLOPES ".e" EROSION COVLP 0C<4A AND "04MEN OR M"Ok BLANKETS MAY Be L SEp FOR TRIS APPOUrATION It. ALL PAINT, REL; doKSTR1,IC71ON PROM4TS ETC. SHALL BE STORED IN A COVERED LOCATIOH AWAY FROM VOEKALXS AND STORM DRAIN ImLeys. 10, PORTAEI.E 0CMIG4L TOILETS IF ppROVIDE0 ON ITO "T 09 KEP`r 0" OP STRMTS AND SIDEWALKS ANP A LEAST SO' Pp,:*4 THE REA WSr STORM DRAIN, H. ALL MASK MUST BE COLLECTED AND STORED PROPERLY, DO NOT LL'T ITEMS SUCH AS DRYWALL KO BOxFy. PAINT BUCKETS, C•LEANINo MATERIAL CONTAINERS. ETC. COME 1N CONrACr WTH ANY RAINPALL OR STORM WATER RN:OPF. 12. PROVIDE A DE516HAram AREA FOR LONG RETE WAS MY. HAY SAILS LINED WITH VISiGi1.EE7,1 MAY Be USEO FOR THIS APM16ATIOH. ROLLAWAY BINS MAY ALSO BE VSEL. ALL CONCRETE WASHOOIJT SYSTEMS SMALL W PLAc,9p OFF; OF IM AFTER INS ALLATIGN OF THeAASOVE ITEMS COMPA.BrC, A MAIHrENANCLI PR06RAM N21'OS TO BB DEVELOPW TO IHSURC THE CONTINLLp MPFL14TIVEMSS OP yCM BMp.5 r,rF-, COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE -29 84 055 540-053 S 1_0ILICE (334! 411-tr �11i � I'f 1 i . F, -3-4 PROVIDE STRAK SALE 0RAPPROVED gepStON_O�ROL _p f r r PA -0 I s � � 14 1 -'•aPAc'cCd 10 I< 7-1 Pov 055-5yo-053 P.O.G. TO 0 --/ I COMWHITY LEAGM t FIELD. VERIFY LOCATION 4 01 4"rKE G D 9, e IA �i� �G� TEW.INE OP BAY TREE DRIVE 1 JOB: Hook TL LOCATION. Paradise, Ca. Te k. TRUSS ENGINEERING POWER TO PERFORM. ,m MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone: (916)676-1900 Fax: (916)676-1909 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax. -(53 0) 534-5269 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED CODE C MPL AONCE DATE_6_- / 7 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS WARNING: DO NOT CUT OR ALTER TRUSSES IN ANYWAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH WILL NOT BE CONSIDERED A DEFECT N I l This Image was created with 1 (8) BUTTE COUNTY 1201% ��UN 212017 TIMBER PRODUCTS DEVELOPMENT INSPECTION SERVICES r 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 ® Fax: (360)449-3953 � -Nj CN- 3(2) 3(2 SJ1 SJ1 SJ2 SJ2 H1 H1 SJ2 SJ2 SJ1 SJ1 r� 3(2 N r- N NOei 7 Todd and Lori Hook Paradise, Ca. MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Hook_T Fax 916/676-1909 Hook_T The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R50887097 thru R50887104 My license renewal date for the state of California is December 31, 2018. Q,�.pFESS/O,yq� �O �ON10 F2 r C 76428 z * EXP. 12/31/2018 ti June 19,2017 Hernandez, Marcos IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft4n-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSi. 0 _i/i �• 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator ci-2 c2-3 bracing should be considered. 4 WEBS �aq 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O�•� 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate = e O `v designer, erection supervisor, property owner and plates 0- W' from outside a �`° U all other interested parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. cz.e C6-7 C54� BOTTOM CHORDS 6. Place plates on each face of truss at each This Symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available In MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate p width measured perpendicular 4 x 4 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, in all respects, equal to or better than that specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft, spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but 0 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint ®®® number where bearings occur. 17. Install and load vertically unless indicated othervvise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI i : National Design Specification for Metal19. i Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER to PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 ob Truss Truss Type Qty Ply Hook T 850887097 OOK T All COMMON 6 1 Jab Reference o tional Endeavor Homes. Oroville, CA 95965 430,s Jul 25 2013 MiTek Industries, Inc. Mon Jun 19 14:57:53 2017 Page 1 ucAA nV,M7n1`m RCI1Alrl7N.17KhP'AHRV7V%hKVdoMz4fS 2-0-0 7-0-0 14-0.0 7-0.0 5x5 = 3 2-0.0 Scale = 1:29.6 Ia LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.06 2-6 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.40 Vert(TL) -0.14 2-6 >999 240 TCDL 10.0 0.0 " Rep Stress Incr YES WB 0.13 Horz(TL) 0.02 4 n/a n/a Weight: 51 Ib FT = 20% BCLL Code IBC2012/TP12007 (Matrix) BCDL 10.0 LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std REACTIONS (Ib/size) 2=857/0-3-8 (min. 0-1-8), 4=857/0-3-8 (min. 0-1-8) Max Horz 2=-76(LC 8) Max Uplift2=-163(LC 10), 4=-163(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-956/97, 3-4=-956/97 BOT CHORD 2-6=0/746, 4-6=0/746 WEBS 3-6=0/315 NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 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 2-0-0 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 163 Ib uplift at joint 2 and 163 Ib uplift at joint 4. LOAD CASE(S) Standard oQ�aFEsslo�q� =acv �ONIp hFF.I,G). J r C 76428 z 0 EXP. 12/31/20,48 H F OF d_A`i_V June 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 10/03/2015 BEFORE USE. rA Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mil'y e k - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95 L -__ .ILL L NumberingSymbols stem General safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft4n-sixteenths (Drawings (Drawings not to scale) Damage or Personal Injury g Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For O 11116t 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T,1, or Eliminator bracing should be considered. T 11 C1-2 c2a 4 3. Never exceed the design loading shown and never WEBS Cao stack materials on inadequately braced trusses. o F, % 3 U:4. Provide copies of this truss design to the building For 4 x 2 orientation, locate0 ��� = xb O= U s+ designer, erection supervisor, property owner and all other interested parties. nay plates 0 -' from outside u a U U edge of truss. 0 5. Cut members to bear tightly against each other. C7-8 C4-7 C5-6 O 6. Place plates on each face of truss at each BOTTOM CHORDS This symbol indicates the 8 7 6 5 �oint and embed fully. Knots and wane at joint ocations are regulated by ANSI[TPI 1 required direction of slots in. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. "Plate location details available in MITek 20/20 8. Unless otherwise noted, moisture content of lumber Software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 197. at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 9. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the responsibility of truss fabricator. General practice is to v /) width measured perpendicular 4 camber for dead load deflection. /a `t to slots. Second dimension is the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. PRODUCT CODE APPROVALS LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherw se noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but C 2006 MTek® All Rights Reserved 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with 191 project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Desi n Specification for Metal g p and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Telk® 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PCYWER Ta PERFC7RM.'" ANSUTPI i Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Hook T PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 R50887098 HOOK_T AHI CAL. HIP 2 1 Vert(TL) -0.11 7-8 >999 240 TCDL 10.0 Rep Stress Incr NO WS 0.06 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 7.430 5 301 25 20.31VIiT.k ir.dusuies, uic. Vion jun v l..o,.b� 401, Saye , ID:9S6sX5Auy3leX9HZTERiz9zBHGO-gUkOpkLtiAww?ELgpxT1 SkedpRmMwrYpKe_kvFz4fSQ -2-0-04-7-4 4-11- 1 9-0-5 9,4-12 14-0.0 16-0.0 2-0-0 4-7-4 4 4-0-10 4- 4-7-4 2-0.0 4x10 \\ 5x5 Scale = 1:30.6 Plate Offsets MY): [2:0-3-2.0-0-61, [5:0-3-6.0-1 101 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.05 7-8 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.36 Vert(TL) -0.11 7-8 >999 240 TCDL 10.0 Rep Stress Incr NO WS 0.06 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight: 70 Ib FT = 20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, except BOT CHORD 2x6 DF No.2 G 2-0-0 oc purlins (4-3-8 max.): 3-4. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1145/0-3-8 (min. 0-1-11), 5=1140/0-3-8 (min. 0-1-10) Max Horz 2=56(LC 9) Max Uplift2=-175(LC 10), 5=-174(LC 10) Max Grav 2=1555(LC 27), 5=1536(LC 27) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2055/134, 3-4=-1728/139, 4-5=-2034/134 BOT CHORD 2-8=-38/1710, 7-8=-42/1702, 5-7=-54/1703 WEBS 3-8=0/334, 4-7=0/305 NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. OFEssl 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 Ib uplift at joint 2 and 174 Ib uplift at joint 5. Q� iiNI 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ib 71 Ib 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 down and up at 4-8-11, 160 Ib down and 101 Ib up at 6-0-12, and 160 Ib down and 101 Ib up at 7-11-4, and 166 Ib down and 71 Ib up at 9-0-0 on topJ V C 7642$ Z chord, and 58 Ib down at 2-0-12, 56 Ib down at 4-0-12, 56 Ib down at 6-0-12, 56 Ib down at 7-11-4, and 56 Ib down at 9-11-4, and 58 p Ib down at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. EXP. 1 31/2018 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). * LOAD CASE(S) Standard T IVi� 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 9rFOFcwI June 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M��k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ^ - r oa Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated.6 4 8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI. 0 -,/.16" 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS CI-2 c2a may require bracing, or attemative T, I, or Eliminator bracing should be considered. WEBS 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. O4. A Provide copies of this truss design to the building For 4 x 2 orientation, locate = O designer, erection supervisor, property owner and plates 0- la' from outside a U ZC6-7 all other interested parties. edge of truss. CL Cut members to bear tightly against each other. C5-65. BOTTOM CHORDS 6. Place plates on each face of truss at each ...� This Symbol indicates the $ 7 b 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSIlfPI i. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord Wth ANSI/TPI 1. `Plate location details available In Mitek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 X NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate Wthoui prior (supports) occur. Icons vary but © 2006 MTek:® All Rights Reserved approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. tffdenvironmental, 18. Use of green or treated lumber may pose unacceptable health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review aH portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.® is not sufficient. DSB-89: Design Standard for Bracing.MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PQWER ra PERFC7RM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Hook_T 850887098 HOOK_T AH1 CAL. HIP 2 1 Job Reference (optional) rnye ID:9S6sX5Auy3leX9HZTERiz9zE; G0- 6kOpkLtiAww?ELgpxT1SkedpRmMwrYpKe_kvFz4fSQ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 4-6=-80, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-124 10=-76 11=-76 13=-124 14=-29(F) 15=-28(F) 16=-28(F) 17=-28(F) 18=-28(F) 19=29(F) AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Hid' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall '` building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 L_. Symbols Numbering s kGeneral Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6 4 8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T,1, or Eliminator C1-2 —_ C2-3 bracing should be considered. 4 WEBS c�� 3. Never exceed the design loading shown and never a stack materials on inadequately braced trusses. For 4 x 2 orientation, locate O u 3 ��� 3 U 4. Provide copies of this truss design to the building designer, sb erection supervisor, property owner and plates 0 -'Ad' from outside a_ �' u U all other interested parties. edge of truss. 0 O 5. Cut members to bear tightly against each other. C7-8 C6-7 cs-6 BOTTOM CHORDS 6. Place plates on each face of truss at each �. This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from `Plate location details available in Mitek 20/20 the environment in accord with ANSI/TPI 1. software or upon request. Unleotherwise noted, 8 lumber content . JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE me of fabricationoisture hall not exceed 19% at ti AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured endicular perpendicular er CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the fabricator. 4 x 4 to slots. Second dimension is responsibility of truss General practice is to camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling !s installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but O c 2006 MTekC� All Rights Reserved 16. anot cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. c and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.RA iTe k- is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PC?WER TQ PERFORM.,„ ANSI/TPI i Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mil -7473 rev. 10-'08 Job Truss Truss Type Qty Ply Hook_T I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 850887099 HOOK_T J1 JACK 4 1 MT20 220/195 (Roof Snow=30.0) Job Reference (optional) aye , ID:9S6sX5Auy3leX9HZTERiz9zBHGO-gUkOpkLtiAww?ELgpxT1 SkekuRoCwrTpKe_kvFz4fSQ -2-0-0 1-11-11 2-0-0 1-11-11 3 e.00 12 5 2 4I 1 f2x4—� 4 Scale= 1:13.8 Id LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.32 Vert(LL) -0.03 2-4 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.24 Vert(TL) -0.08 2-4 >774 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight: 13 Ib FT = 20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 BOT CHORD REACTIONS (Ib/size) 2=374/0-3-8 (min. 0-1-8), 4=49/Mechanical, 3=-11/Mechanical Max Horz 2=72(LC 10) Max Uplift2=-114(LC 10), 3=-68(LC 14) Max Grav 2=379(LC 15), 4=98(LC 5), 3=22(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-11-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vu It= 11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chard 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 Ib uplift at joint 2 and 68 Ib uplift at joint 3. LOAD CASE(S) Standard ®WARNING- VerNy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. OQ�;"OFESSIN ON IO ZJ a C 76428 � o * ;XP. 3112018 �'�9I CIM. ���P FOFCAV June 19,2017 MiTek° 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Symbols renSystem General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. re dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates both Sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS cr-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T,1, or Eliminator bracing should be considered. WEBS ca, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0-'Ai' from outside aU -1a v U all other interested parties. edge of truss. CL 0 5. Cut members to bear tightly against each other. ci e co-2 C-'-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 b 5 joint and embed fully. Knots and wane at joint required direction Of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. "Plate location details available In MITek 20/20 Sottwore or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings or-no (Supports) occur. Icons vary but C 2006 MITek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable "" environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.®„ and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Iek® is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 14'08 Job Truss Truss Type Qty Ply Hook_r TCLL 30.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.03 2-4 >999 360 850887100 HOOK_T J2 JACK 4 1 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Job Reference (optional) tnceavor nomes, vrow n noses - ani ID:9S6sX5Auy3leX9HZTERiz9zBHG0-gUkOpkLtiAww?ELgpxT1 SkejHRoOwrTpKe_kvFz4fSQ dI 0 2-0-0 3-11-11 3 I� 0 Scale= 1:17.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.03 2-4 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.23 Vert(TL) -0.07 2-4 >831 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight: 16 Ib FT = 20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=93/Mechanical, 2=415/0-3-8 (min. 0-1-8), 4=48/Mechanical Max Horz 2=99(LC 10) Max Uplift3=-26(LC 7), 2=-108(LC 10) Max Grav 3=121 (LC 15), 2=428(LC 15), 4=96(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 Ib uplift at joint 3 and 108 Ib uplift at joint 2. LOAD CASE(S) Standard �Q�"aFESSIO&1 ONIp hF'ptiZ v C 76428 z � o EXP. 1y31 /2018 ti r QFCAUI June 19,2017 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. PjTl` Design valid for use only with Mfrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 _ _ _ Symbols Numbering SystemGeneral Safety Notes PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 17-1 Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracingfor truss system, e. g. cing, diagonal or x -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T,1, or Eliminator C1.2 cls bracing should be considered. 4 WEBS cz4 3. Never exceed the design loading shown and never stack materials on inadequately traced trusses. For 4 x 2 orientation, locate O v ��1 3 U 'o 4. Provide copies of this truss design to the building designer, erection supervisor, plates 0 -'Ag' from outside 41V a s' U U property owner and OR other interested parties. edge of truss. p c7 -e c6-7 c5-6 H 5. Cut members to bear tightly against each other. .e This symbol indicates the BOTTOM CHORDS 6. Place plates on each face of truss at each �. required direction of slots in 8 7 6 5 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from "Plate location details available in MiTek 20/20 the environment in accord with ANSI/TPI 1. SOttWa[e or upon request. 8 s othervAse noted, moisture lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE hallUnlesnot exceed e ed 19%at i of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 4 4 width measured perpendicular NUMBERS/LETTERS. 10. Camber is a nonstructural consideration and is the x to slots. Second dimension is responsibility of truss fabricator. General practice is to camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the output. Use T, I or Eliminator bracing 95-43, 96-31, 9667A NER-487, NER-561 13. Top chords must be sheathed or purlins provided at design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A spacing indicated on 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but O a 2006 MTekC� All Rights Reserved 16. Do not cut or alter truss member or plate w thou( prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: RUE project engineer before use. ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.® ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. kis T not sufficient. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, en 20. Design assumes manufacture in accordance Wth Installing & Bracing of Metal Plate pOwER Ta PERF-0W—M.- ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 14208 Job Truss Truss Type Qty Ply Hook_? I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 850887101 HOOK J3 JACK 4 1 MT20 220/195 . -T Lumber Increase 1.15 BC 0.23 Vert(TL) -0.07 Job Reference (optional) tndeavof Homes, urovitie, - a uoo aI 1 ID:9S6sX5Auy3leX9HZTERiz9zBHG0-Bhlm 14MVTU2nd0w1 Ne_G?yBu 1 r8dfljyZljHRhz4fSP 2-0-0 5-0-0 0-11-11 4 Scale = 1:22.3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.03 2-5 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.23 Vert(TL) -0.07 2-5 >831 240 TCDL 10.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0R Code IBC2012/TPI2007 (Matrix) Weight: 19 Ib FT = 20% BCDL 10.0 LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings Mechanical except (jt=length) 2=0-3-8, 5=Mechanical, 3=0-5-8. (lb) - Max Hoa 2=128(LC 10) Max Uplift All uplift 100 Ib or less at joints) 4, 3 except 2=-101(LC 10) Max Grav All reactions 250 Ib or less at joints) 4, 5, 3 except 2=457(LC 15) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCD L=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 3 except Qt=1b) 2=101. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard StON�� ���0 P,`y�aN(Q ,��P•j,�Z _`:3 C 78428 y COFCAY June 19,2017 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mr rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not � t.^"., a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log L S-umbols NumberingSystem General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth, diagonal or x -bracing. is always required. See BCSI. „ 2. Tens bracing must be designed by an engineer. For braces themselves 2 3 TOP CHORDS C1-2 C2-3 wide truss spacing, individual lateral may require bracing, or alternative T, I, or Eliminator bracing should be considered. IN WEBS 3. Never exceed the design loading shown and never Q stack materials on inadequately braced trusses. Nc- O'���O4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and plates 0-'na' from outside � U all other interested parties. edge of truss. 0CL 5. Cut members to bear tightly against each other. c7 -e 05-7 cs-a 1 O BOTTOM CHORDS 6. Place plates on each face of truss at each e This symbol indicates the 8 7 b 5 oint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses wilt be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available In MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shag not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the 4 v A 'f' width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to /1 to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purgns provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. r."" 18. Use of green or treated lumber may pose unacceptable tffjenvironmental, health or performance risks. Consult with E project engineer before use. Industry Standards: ANSVTPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.■ ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. FVI1 BCSI: Building Component Safety Information, f 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PCYWER TQ PERFGRM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty Ply Hook_T LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP 850887102 HOOK RAI CAL -RAFTER 4 1 Lumber Increase 1.15 . -T Vert(TL) -0.09 2-3 >926 240 TCDL 10.0 Rep Stress Incr NO Job Reference (optional) Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MiTek Industries, Inc. Mon Jun 19 15:56:42 2017 Page i ID:9S6sX5Auy3leX9HZTERiz9zBHGO-oG_q?_zb3yMVU BP Fib6ioGO N NCc9p?cyMtssCJz4ebJ -2-9-15 7-3-14 9-10-13 2-9-15 7-3-14 2-6-15 Scale: 1/2"=1' ld 9-10-13 9-10-13 Plate Offsets (X Y): 12:0 1 14 Edoel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.08 2-3 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.00 Vert(TL) -0.09 2-3 >926 240 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight: 29 Ib FT = 20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 DF No.2 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer nsta ation uide REACTIONS (Ib/size) 4=199/0-5-8 (min. 0-1-8), 2=549/0-5-8 (min. 0-5-3), 3=350/0-3-0 (min. 0-1-8) Max Horz 2=145(LC 10) Max Uplift4=-51(LC 10), 2=-173(LC 10), 3=-83(LC 10) Max Grav 4=204(LC 14), 2=570(LC 14), 3=433(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 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) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 Ib uplift at joint 4, 173 Ib uplift at joint 2 and 83 Ib uplift at joint 3. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 4, 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 Ib down and 78 Ib up at 5-8-3, 12 Ib down and 78 Ib up at 5-8-3, 95 Ib down and 49 Ib up at 8-6-2, and 83 Ib down and 47 Ib up at 8-6-2, and 51 Ib down and 14 Ib up at 11-4-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. Q'OESSfOf�q� 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �t�© P�y(ONIO LOAD CASE(S) Standard U O ym v C 76428 1) Dead +Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 � � ZC730 Uniform Loads (pif) EXP. 1 3112018 rrt Vert: 1-4=-80 Concentrated Loads (lb) Vert: 4=-51(F) 6=45(F=23, B=23) 7=-94(F=-41, B=-53) �9��OFCAtr\F June 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010212015 BEFORE USE. %MEN, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall hymon building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeks I s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95i Symbols Numbering System l Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSI. 0 �i/f �• 2. Truss bracing must be designed by an engineer. For i 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator C1-2 C2-3 bracing should be considered. 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. For 4 x 2 orientation, locateU ZeaA O u ��� 33 4. Provide copies of this truss design to the building designer, 'Ag' ab u erection supervisor, property owner and interested plates 0- from outside a �' U all other parties. edge of truss. 0 p Cut members to bear tightly against each other. c7-e C46-75. cs-a � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the$ 7 b 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/IPI 1. *Plate location details available in MiTek 20/20 software or Upon request. & Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shah not exceed 199. at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular P p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the fabricator. General is 4 x 4 to slots. Second dimension is responsibility of truss practice to camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.® -. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.Mek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PC7WER ro PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Hook_T I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 850887103 HOOK Sit JACK 4 1 MT20 220/195 —T Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 Job Reference (ootionall tnoeavor nomes, v v -, — aoaoo 0 ID:9S6sX5Auy3leX9HZTERiz9zB H GO-cts8EQN7EoAdEYU DxMWX9j4OFXzOlz6nyTrz7z4fSO -2-0-0 1-11-11 i 2-0-0 1-11-11 Scale= 1:12.2 3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.32 Vert(LL) -0.00 2 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight: 9 Ib FT = 20% BCDL 10.0 _ LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=344/0-3-8 (min. 0-1-8),4=19/0-5-8 (min. 0-1-8),3=-11/Mechanical Max Horz 2=72(LC 10) Max Uplift2=-127(LC 10), 3=-68(LC 14) Max Grav 2=350(LC 15), 4=39(LC 5), 3=22(LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=1b) 2=127. LOAD CASE(S) Standard g '() EE S10�1Q� oNio C; C7 28 z 0 EXP. 1 �120�8 rpt * /O * . �T CMV TFOF CAV-' June 19,2017 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe,k` I s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109-M - _21,1 1 IsNumbering General t° s PLATE LOCATION AND ORIENTATION 3/ Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths �� (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 2. Tans bracing must be designed by an engineer. For T I 1 2 3 TOP CHORDS wide truss spacing, individual lateral braces themselves may require bracing, or altemative T, I, or Eliminator bracing should be considered. WEBS c 4 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. O 6 ��� 3 = 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b plates 0- 'Ai' from outside 0- �'° v U all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. C7-8 C6-7 c5-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 b 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSIAPI 1. "Plate location details available In MITek 20/20 Software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -E$ Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, in all respects, equal to or better than that specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings Su Orfs OCCUr, (Cons vary but I pp ) r © 2006 MiTekS All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. install and load vertically unless indicated otherwise. number where bearings occur. ® 18. Use of green or treated lumber may pose unacceptable tffdenvironmental, health or performance risks. Consult with Industry Standards: ME project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.a ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.MTek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PaWER ra PERFl7RM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Hook _T I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 850887104 HOOK_T SJ2 JACK 4 1 MT20 220/195 (Roof Snow=30.0) Job Reference (optional) 1 ID:9S6sX5Auy3leX9HZTERiz9zB HGO-ds8EQN7EoAdEYUDxM WX9'j40FXzOlz6nyTrz7z4fSO -2-0-0 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale = 1:17.4 3 �o m LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.32 Vert(LL) -0.00 2 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCILL 0.0 Code IBC2012/TPI2007 (Matrix) Weight: 12 Ib FT = 20% BCDL 10.0 LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 REACTIONS (Ib/size) 3=104/Mechanical, 2=375/0-3-8 (min. 0-1-8),4=19/Mechanical Max Horz 2=99(LC 10) Max Uplift3=-28(LC 10), 2=-115(LC 10) Max Grav 3=133(LC 15), 2=388(LC 15), 4=39(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Ot=lb) 2=115. LOAD CASE(S) Standard WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Q�pt ESSIONq� ���oPAZ ON f 0 6 C 76428 z rz a EXP. 1?,(3112018 OFCAY June 19,2017 MiTek' 7777 Greenback Lane Suite 109 Symbols Numbering SystemA General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides Of truss and fully embed teeth. t. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSI. i/16 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or aftemative T, I, or Eliminator c1-2 —CM bracing should be considered. WEBS ea, 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. For 4 x 2 orientation, locate op 0 O u 3 �� i U 0 4. Provide copies of this truss design to the building designer, For la' ab erection supervisor, property owner and 0- from outside �' U all other interested parties. edge of truss. O Q 5. Cut members to bear tightly against each other. C7-8 C6-7 cs-6 H BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates thejoint 8 7 6 5 and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in Mitek 20{20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured endicular perpendicular er CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the fabricator. 4 x 4 to slots. Second dimension is responsibility of truss General practice is to camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 0. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 'Q\—no (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint I ® FI number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.m ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.M ek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra RERFQRM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208