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HomeMy WebLinkAboutB16-2023 000-000-000Davao G..Anderson .Architect License #029068 i ;Rutte.County Murch 15,:' 1$' Development Services 7 County; FOX Company. 14 3995 Ol ive Hi�hv�ray, Orovi 11� Ca_ 95966 �� 530-533-2730_/ 530-534-1608 (F0x) Ca_Lic_ 305365 C-10, C-16, C-36•'. <-.J7-�OOX PERMIT # BUTTE COONTY.DEVELOPMENT SERVICES. REVIEWED FOR CODE COMPLIANOE DATE` / / -- Residential Fire Sprinkler System Component List 1 _ C'A 1 -AT' I ON S 2 _ SPR I NKLER HEADS 3 _ SPRING LOADED CHECK •VALVE 4 _ WATER 'TEST GUAGE.. BUTTE COUNTY S _ 2. PULE FLOW SW I T:CH DEC 2 12017 DEVEWPAIENT . SERVI('ES 6 _ ALARM: BELL GOMA,�1- C-16 CALIFORNIA * LICENSE N0. 305365 RESIDENTIAL FIRE SPRINKLER SYSTEM DESIGN BY FOX COMPANY C -16 -LIC. # 305365 PER REQUIREMENTS OF NFPA 13D, 2016 EDITION .ORSILLO CONST. ORSILLO HOME 230 VIEW CREST'DR. 230 'VIEW CREST DR. " OROVILLE CA. 95966 OROVILLE PLAN NUMBER 3.022 12/21/17. WATER SOURCE IS WELL & HOLDING TANK WATER PRESSURE AT HOLDING TANK 50 DEDUCT PRESSURE LOSS FROM SOURCE ` TO SPRINKLER CONTROL VALVE MAIN SECTION EQUIV.FT. 1-1/2',PIPE = 150 FT. 1 GATE.VALVE 2 FT.. 1 CHECK VALVE = 6 FT. 3 90 ELBOWS - 21 FT.. 8 COUPLINGS. = 8 FT. 1. TEES (RUN) _. 1 FT. 0 TEES (BRANCH) = 0FT. TOTALS = 188 FT.. X .024.6. - 4.62 45.38 DEDUCT HEAD LOSS FOR ELEVATION ( 20 FT. X 0.434 ) _ 8.68 36.70 DEDUCT PRESSURE.LOSS FOR PIPING FROM CONTROL VALVE TO FARTHEST SPRINKLER PIPE SECTION ONE EQUIV.FT. • _.. -------=------ --------- .1' PIPE -.. 120- FT. 3 90 ELBOWS 15 FT. 4 CROSSES = 4 FT. 5 TEE ( RUN) _ & 4 5 ELL = 5 FT.' 4 TEES (BRANCH) = 20 FT. TOTALS 1.64.FT.. X -.1067 -17.50 19.20 BRAND OF HEADS = GLOBE 4906 G.P."M. - P.S.J. CONVERSION FORMULA: K FACTOR OF HEADS USED = 4.9 (.G.P.?-A./ K-FACTOR)2 = P.S.I.. EQUIVALENT FEET CALCULATED @ 2 HEAD 2 HEAD '= 26 G.P.M.'FLOW (' .13 G.P.M. EA.) FRICTION LOSS `C' FACTOR = 150 MINIMUM PRESSURE REQUIRED = 7.04 P.S.I. PRESSURE AVAILABLE IN SYSTEM = 19:20 P.S.I. 3995 Olive Highway Phone (530) 533-2730 Oroville,.CA 95966 TOXCOMPANY,''. Lie. No. 305365 "OW 7-14U 1=TIRL—_ S7PRXNKLL-.R SYST. L/�f 67='E7RATL-_S .UTILITY DISTRICT WATER SUPPLY: The-zyztem act.iva.tez the .6 ine '-ipn.ink.tenz wheneven: AI The FLOG! SWITCH .aen.ae.a .water 4kow .in the .6y.6tem e:ithe.n. by a head '4.i4.ing' o4i, on the INSPECTOR _TEST VALVE being opened to zZmutate a head 4i,%ing o64. The zyztem can be SHUT DOWN by tunntng OFF the.. CONTROL VALVE at the bate o{&. the FIRE RIS.ER.. TEST & FLUSH SYSTEM: The Ln,6pec.to4 .te.dt vakve 6h.outd be opened .MONTHLY -to te.e.t and..4. u.ah the .6y.6tem, a6t-ivate atanm bett and .smoke atanmb: A two to three minute water. {.Cow ,test .bh.'outd be zu44ic.ient to te.-6t att openat.ionz o$ 'the. zyztem:: ••THE 'INCHIf RESIDENTIAL AUTOMATIC SPRINKLERS q�lc' FIRE SPR NK111109PORATIO MODEL GL4906 ONE, INCH ADJUSTABLE • FLAT PLATE *CONCEALED PENDENT: DESCRIPTION AND OPERATION' The Globe Model GL4906 Residential One Inch Adjustable Concealed Pendent Sprinkler has a t flat plate profile that utilizes a 3mm frangible glass ampule as the the rmo sensitive element. Itfeatures .economy, aesthetics and the lowest allowable water flow with a nominal 1"of adjustment for easier installation. The combination of the 3mm frangible glass ampule and specially designed deflector make the Model GL4906 the ultimate in life safety and fire control. It has met the strict requirements of Underwriters Laboratories Inc. as described in UL Standard,.1626, for Residential Sprinklers for Fire Protection Service, and should be used accordingly. This sprinkler should also be installed in accordance with the appropriate'NFPA Standard 13, 13D or..13R and under the direction of the approving authorities having jurisdiction. ' a` All that is seen at the ceiling is the 3 5/16" diameter flat -ceiling plate color finished to match the specifier's exact requirements. The ceiling plate is soldered to the sprinkler's special uppersupport assembly in three places. Upon the application of sufficient heat, the plate falls to the floor exposing the residential pendent spray sprinkler. At the prescribed temperature the internal pressurewithin the ampule exceeds the strength of the glass causing the glass bulb to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL' DATA • See reverse side for Approvals and Specifications. • Temperature Rating: 155°F (68°C) . Water Working Pressure Rating: 175 psi (12 Bars) • Factory.,tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating: -67°F (-55°C) , • Frame -bronze *'Deflector- brass • Screw -brass " •. Bulb seat - copper • Spring - nickel alloy • Seal - teflon •.Bulb - glass with alcohol based solution, 3mm size . • Cover Plate - brass • Upper Escutcheon Assembly -steel RESIDENTIAL FLAT PLATE CONCEALED PEN DENT • SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING `AVAILABLE SPRINKLER N.F.P.A: MAXIMUM CLASSIFICATION TEMPERATURES BULB COLOR CEILING TEMPERATURE ORDINARY s':F 68 G RED , ,1 � .3$k�C. N 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 A-10 SEPTEMBER 2011 989-846-4583 • FAX 989-846-9231 BULLETIN GL4906, REV. #1 r 0 RESIDENTIAL AUTOMATIC SPRINKLERS MODEL GL4906 ONE INCH ADJUSTABLE FLAT PLATE CONCEALED PENDENT SPECIFICATIONS AND APPROVALS SIN NOMINAL GL4906 12'x 12' 13 G.P.M. - 7 P.S.I. 14'x 14' 13 G.P.M. - 7 P.S.I. 155°F (68°C) 18' x 18' 17 G.P.M. - 12 P.S.I. MODEL "K" FACTOR THREAD SIZE LENGTH FINISHES SPRINKLER WITH cULus 135°F 57°C PLATE Bright. Chrome White Painted GL4906 . 4.9 (68 metric) 1/2" NPT 3" (7.6 cm) Bright Brass* X X Satin Chrome* . Other Painted Finishes* NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. FOR PAINTED PLATES OTHER THAN WHITE, CONTACT GLOBE FOR ORDERING SPECIFICATIONS. INSTALLATION DATA FOR FLAT AND SLOPED CEILINGS** ONE INCH ADJUSTABLE FLAT PLATE CONCEALED PENDENT MODEL MAXIMUM AREA OF" MINIMUM WATER DISCHARGE & COVERAGE PRESSURES NEEDED PER SPRINKLER* GL4906 12'x 12' 13 G.P.M. - 7 P.S.I. 14'x 14' 13 G.P.M. - 7 P.S.I. 16'x 16' 13 G.P.M. - 7'P.S.1. 18' x 18' 17 G.P.M. - 12 P.S.I. 20'x 20' 20 G. P. M. - 16.7 P. S. 1. NOTE: MINIMUM 9' SPRINKLER SPACING. *WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS, A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. **REFER TO PAGE 2 OF THE GLOBE RESIDENTIAL SPRINKLER INSTALLATION GUIDE FOR NFPA. 13D and 13R REQUIREMENTS. ORDERING 'INFORMATION CROSS SECTION SPECIFY 2 3/4' DTA. MIN. • Quantity • Model Number • Style HOLE IN CEILING • Orifice • Temperature • Finishes desired —2 3/8' DIA. • Quantity - Concealed Wrenches - P/N 332765 �� •Quantity -Protective Caps - P/N 332868 REDUCER IL `I DEFLECTOR -� DROP PIN SUPPORT SHELL LA CEILING COVER PLATE' FLAT PLATE CONCEALEDPENDENT GL. - ®R - SE FIRE SPRINKLER CORPORATION. SEPTEMBER 2011 COVER PLATE SIZE WHITE 135*F PART # CHROME 135°F PART # 3 5/16" 332892 332891 ® GLOBE° PRODUCT WARRANTY Globe agrees to repair or replace any of its own manu- factured products found to be defective in material or workmanship for a period of one year from date of ship- ment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globespdnkler.com PRINTED U.S.A. BULLETIN GL4906, REV.#1 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT e PENDENT e VERTICAL SIDEWALL HORIZONTAL SIDEWALL . CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) 200•F 286°F cULus FM Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) MODEL FACTOR 57•C Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester 3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) LH X X X Black Polyester 2•' 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) — METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". z FINISHES AVAILABLE ON SPECIAL ORDER. ' AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD 135°F 155°F 175°F 200•F 286°F cULus FM LPC CE NYC - DOB MODEL FACTOR 57•C 68•C 79°C 93•C 14VC MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X GL5615 5.6 UPRIGHT LH/OH X X X X X X X X X X GL8115 7.8' LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LHIOH X X X X X X X X X X GL8101 7.8• LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLt GL8133 8.1 LH X X X X X X — — — — GL2826 § 2.8 LH X X X X X X — —. — X GL4226 § 4.2 LH X X X X X X — — — X HORIZONTAL GL5626 § 5.6 LH/OH X X X X X X X — — X SIDEWALL GL5627o 5.6 LH/OH X X X X X — — X X — GL8127 § 8.1 LH/OH X X X X X X — — — — CONVENTIONAL GL5624 5.6LH/OH X X X X X — — X X — (OLD STYLE) GL8125 8.1 LH/OH. X X. X X X — — X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. -INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD '1/2" NPT ORDERING INFORMATION SPECIFY • Quantity • Model Number • Style • Orifice • Thread Sizes • Temperature • Finishes desired • Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) 1. . G-BE �A6s RmRa ,RP 47/I' FIRE SPO KI.I:R RPORAtION JUNE 2012 GLOBE° PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 1-800-248-0278 PRINTED U.S.A. FAX 989-846-9231 www. glob esprinkler.tom BULLETIN GL5615, REV. #9 a, 0It, !111:_� DESCRIPTION AND OPERATION Aim , QUICK RES3PONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT 4'. PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL' CONVENTIONAL (OLD STYLE). The Globe Quick Response GL Series Sprinklers are a low • profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers"the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick: • QUICK Response Sprinklers should be used advisedly and under the UPRIGHT direction'of a rovin authorities havin •urisdiction a gzt5 pp 9 g 1 The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that . contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. a- TECHNICAL DATA PENDENT VERTICAL • See reverse side for Approvals and Specifications.' ' SIDEWALL •Temperature Ratings - 135°F (57°C), 155°F (68°C); 175°F (79°C), 200°F (93°C), 286°F (141 °C) • Water Working Pressure Rating - 175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE • Frame - bronze •., Deflector - brass •• Screw - brass HORIZONTAL LPC/CE • Lodgement Wire - stainless steel • SIDEWALL HORIZONTAL • Bulb seat - copper • Spring - nickel alloy • Seal - teflon SIDEWALL • Bulb - glass with alcohol based solution, 3mm size -SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY INTERMEDIATE 135,°F1 5WER `57'' 801 "i75'F/200°F79°C/93°C, ORANGE/RED YELLOW/GREEN HIGH 286F� _ BLUE ,225E . 1ti7 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 JULY 2012 ' ' R A-20. _ 989-846-4583 • "FAX 989-846-9231 BULLETIN GL5615, REV. #9 r QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT* PENDENT* VERTICAL SIDEWALL HORIZONTAL SIDEWALL e CONVENTIONAL (OLD STYLE SPECIFICATIONS NOMINAL "K" FACTOR ' THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) 200T 286 *F cULus FM Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) MODEL FACTOR 57*C Chrome 5.6 (80 metric) 1./2" NPT 2 1/4" (5.7cm) White Polyester' 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm). LH X X -cm) Black Polyester 2.3 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 — METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9116". z FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K135T HAZARD' 155T 175T 200T 286 *F cULus FM LPC CE NYC - DOB MODEL FACTOR 57*C 68•C 79*C WC 141°C MEA 101-92-E GL2815 2.8 LH X X X X X' X — — — X LH X X X X X X — — — X GL5615 5.6' UPRIGHT LH/OH X X X X X X. X X X X GL8115 7.8* LH/OH X X X X X X — — —. X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8* LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLt GL8133 8.1 LH X X X X X X — — — — GL2826 § 2.8 LH X X X X X X —, — — X GL4226 § 4.2 LH X X X X X X — — — X HORIZONTAL GL5626 § 5.6 LH/OH X X X X X X X — — X SIDEWALL GL5627o 5.6 LH/OH X X X X X — — X X — GL8127 § 8.1 LH/OH X X X X X X — — — — CONVENTIONAL GL5624 5.6 LH/OH X X X X X — — X X — (OLD STYLE) GL8125 8.1 LH/OH X X X X X —— X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO IT BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. oINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OR ORDINARY HAZARD LH: LIGHT HAZARD *1/2" NPT ORDERING INFORMATION GLOBE° PRODUCT WARRANTY SPECIFY • Quantity • Model Number a Style Globe agrees to repair or replace any of its own -manufactured • Orifice • Thread Sizes Temperature products found to be defective in material or workmanship for a • Finishes desired period of one year from date of shipment. . Quantity - Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions,of Sale (Our Price List). G,,,,� 4077 AIRPARK.DRIVE, STANDISH, MICHIGAN 48658 Q4��13 989-846-4583 FAX 989-846-9231 IL FIRS SPRINKLEQ€ CORPORATION 1-800-248-0278 www.globesprinkler.com JUNE2012 PRINTED U.S.A. BULLETIN GL5615, REV. #9 e= Bronze Spring Loaded Check Valve %"-2" Figure No. 3600 wlreflon Disc. Figure No. 36O0SJ w/reflon Disc Figure No. 3615 w/Buno-N Disc Figure No. 3615SJ w/Buna-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, OII, or Gas Fluid Pressure, Non -Shock W.O.G. lure No. 3500 lure No. 3615 Threaded Grinnell check valves may be installed in vertical lines with upward flow or in any intermediate position. Do Not Use For Reciprocating Air Compressor Service. Do Not Use as a Footvalve. �ii r .;I�:•7i.7 Q) Figure .Nd.' 360OSi Figure No:`305SJ Copper to Copper Type ;.s, j,;�. Ditnen§lobs—.Weights Nominal Size Part Specification 1. Body .Bronze ASTM B-584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 5. Disc Teflon, Fig. 3600 SA. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon . 7. 8. Seat Screw Body End Stainless Steel ASTM A-276 Alloy S43000 Bronze ASTM B-584 Alloy C84400 Q) Figure .Nd.' 360OSi Figure No:`305SJ Copper to Copper Type ;.s, j,;�. Ditnen§lobs—.Weights Nominal Size Dimensions Agrox, NNet Wt. Fig. 3600. 4 pprox. et Wt. Fig. 3600SJ A B C 2/a 2 11/0 17/16' .4 .4 1/2 21/16 13/9 13/16 .4 .4 2/4 21/4 15/6 15/16 .5 .5 1 25/a 2 11/2 .8 .9 215/16 23/8 1"/16 1.2 1.3 1'12 35/16 23/4 2 1.6 1.9 2 33/4 331a 1 25/16 2.4 2.7 no �iCsemrn 7*JgUWmuL.1NEz cart d. 1 800 854-1015 FIRE SPRINKLER pRESSU.RL GAUGES U.S. GUAG8, AMETEK. • Use on wet or dry sprinkler systems! • Solld brass backed! • '/," A .NTP -LM brass fitting; 3'/2" diameter • 300 !b./sq. In. Capacity • 1164DiA16 2 9Otllh S y.57M/W-5 6D.cB Cstl/96F ns10� 'I . tio0 2Q0 • , 1S �tl M so. iso Sao LISTED FM APPROVE VVI t -Sl (0)POTTER VANE TYPE WATERFLOW s POR SMALL PIPE. ALARM SWITCH WITH RETARD Pear Electric Signal Company potter Electrle Signal air Mfg. LTD 2081 Craig Road a P.O. Box 28480 1967 Leslie Street St. Louls, MO 63146.4161 Don Mills, Ontarlo, Canada M362M3 (3`14),878-4321 a (800) 325.3936 (416) 441.1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO..1009880 UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Dle-cast, red enamel AnIsh. Cover heli In place with tamper resistant !craws Contact Ratings: Two sets of SPDT (Form C) 16.0 Amps at 125/250 VAC 2.0 Amps at 0-31) VDC Cortdult Entrances: Two Knockouts provided lot 1h' conduit Usage. Ustod Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes - i', 1 1/4', and 1 1/2' Note: 8 paddles are furnished with each unit one for each pipe size of threaded or sweat TEE, one for 1' CPVC, and one for 1.112' polybutylene (CTS -Copper tubing size) Environmental Specifications: Suitable for Indoor or outdoor use with factory Installed gasket and die-cast housing NEMA 4 Fisted Enclosure . use with appropriate ConduNfittdng Temperature Range: 40' F/12o° F (4.5° C/49° C) Caution: This devdcs Is not Intended for applications In expkia ,$ environments Bervfce Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-130 Residential occupancy up to four atones NFPA-I3R National Fire Alarm Code NFPA42 OTHER PATENTS PENDING. 01 crtal: Cover Tamper Switch, order stk. No. 0090018 The Model VSA•8F Is a vane type waterflow switch for use on wet sprinkler The vane must not rub the Inside of the TEE or bind In any way. The stem systems that use 1 *,1:1 1/4', or 1 1/2" pipe size. The unit may also be used should move freely When operated by hand. as a sectional :watiOlow detector on large systema. The unit contains two single pole double throw snap action switches and an adlustable:pneumatic retard. The switches are actuated when a flow of .10 gallons par minute or more occurs downstream of the devbi+. The fioW condition must exist for a perlod of time necessary to overoonle the selected ralmd period. I t INSTALLATION: These devices may be mounted In horizontal or vertical pipe. On horizontal pipe they should be installed on the top aide of the pipe where they VAI be accessible. The units should not be Installed within t1' of a valve, drain or fitting whlch changes the direction of the WAMMow. The unit has a 1" NPT bushing for threading Into a noncorrosive TEE, See Fig. 2 for proper TEE Size, type and Installation. Screwthe device Into the TEE (thing as shown In Fig: 2. Cara must be taksn to property orient the device for the direction of waterflow. .. . The device oanilso be used In Copper or plastic pips inabaNaatlom with the. proper adapters so that the speclNed TEE ftttirtg may be Installed an the pipe run. INSPECMN AND TESTING: Check the operation of the unit by opening the Irtapector' tett valve at the end of the Sprinkler %ne or the drain and test bonnection, If an Inspector's test valve is not provided; If there are no provisions for. testing the operation of the Now detection device on the system, 801611Wof the VSR-SF Is not recarnrnended or 'advisable The *usnoy of the Inspection and testing and Its associated protective frimitoring eyatem should be tri atxordance with rite applicable NFPA Codes and Standards and/or authority having lurtsdtction (manufacturer recommends quarterly or more frequently). CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle MuM be used. The screw that hoida the paddle must be securely tightened. MKT. #$$ON= - REV I PAGE t (;W 2 PRINTED IN USA' MFG. #9400802.3105 OP BELLS POTTER PBA -AC &PBD -DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146' Don Mills, Ontario, Canada M3B2M3 (314)8784321 / (800) 325-3936 (416) 441-1833 6" BELL SHOWN UL LISTED, FM APPROVED Sizes Available: 6", 8 and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized - 24VDC. (20.4.to 31:2) Polarized Service Use: Fire Alarm . General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 150°F (outdoor use require -weatherproof backbox) Termination: 4. No. 18 AWG stranded wires Finish: Red powder coating . Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed.for.use as fire, burglar,: or.. general signaling. devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for:indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications:. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: , SIZE VOLTAGE MODEL NO.' STOCK NO. CURRENT (MA)O TYPICAL dB 0 10 FT. MINIMUM d8 , .,..® 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 75 '. 6 24VDC PBD246 1706024 .06A 87 75 8 24VD6 PBD248 ' 1708024 MA 91 79 10' 24VDC PBD2410 1710024 .06A 94 .79 6 24VAC ' PBA246 1806024 .17A '91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 9600 KLINGERMAN; STREET * P-0. BOX 3365 O SOUTH EL MONTE, CA 91733 * USA TEL: 626.444:0541 * FAX: 626.444.3887 E-MAIL : info@afcon.oi- * www.afcon.org `rlz� . Installation, Instructions Install on CPUC pipe as a hanger and/or'restrainer per their.enbineering sheets. Some are additionally listed for use for use with steel and copper pipe.. #510 & #514 install on:top;, bottom or side of beam.' #511 install on top or bottom of beam. #513 'install on top or side of beam. #515 & 519 install on side of beam. Required fasteners furnished: #904 for 9515 C. P. V. C." Max. Hanger #905 for #510 thru #514 Pipe.Size Spacing 3/4 ------ ------- 4; 1/2 I-------------- 6 1 1/4 ------------- 6 1/2 112-- — 7 2 --------- ---- 8 2 1/2 ------------- 9 3 -------------- 1 M1® Joe: Fox T LOCATION: Oioville, Ca. . IM ITe kiTRUSS ENGINEERING POWER TO PERFORM. x MiTek Industries, Inc. r 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 ' Phone: (916)676-1900. , Fax:(916)676-1909 655 Cal Oak Rd. AO. Box 1947. _ Oroville, Ca.95965 Phone: (530)534-0300 ' Fax. - (53F410 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES~`, PRE FRAMED WALLS J MCI _WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY:. This Image was created with WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. SES , PERMIT #�,� --2�'� "� TIMBER R t , BUTTE COUNTY DEVELOPMENT SERVICES R�JEV61D®� PRODUCTS TRUSSES REQUIRE EXTREME CARE IN HANDLING CODE COM LIANCE INSPECTION BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS. DATE �BY s 105 S. E. 124th AVE.` MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH Vancouver, Wa. 98684, 5 WILL NOT BE CONSIDERED A DEFECT.-. Phone: (360),449-3840 ® Fax:(360)449-3953 ! • ` - • 40•S•8 - • - PHi FC mzm A2 E E 00O ETl E c 3 11 lo'e 4 4 • S 4 , Irv q y o 4 4 � f v 4 �. 44 • m I •' ` 4 , G • 4 h • 4 Y. 4 5F • .� a S - 5 5 LA • . S 7 14 3 7 , a 8 40 • i0 Ch S - . • U-LUS26 S '� Vel V VA3 V. f • 4' A5 • VAS - f VA7 V t - ' _ 1 50'8'8 MiTek® MiTek USA, Inc. 7777 Greenback Lane " Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Fox_T Fax 916/676-1909 Fox—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' R51751583 thru R51751622 My license renewal date for the state of California is March 31, 2018. QikoFESS/p y�`c•��� T EOD' F�Fyc w C 75435 0 m EXR 03/31/2018 *, September 19,2017 Teodosescu, Eduard - 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 r 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 Failure to Follow Could Cause Property 3/a Center plate on joins 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 SCSI. 01 „ ' /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 c2J wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 3. Never exceed the design loading shown and never Q stack materials on inadequately braced trusses. NO- O '� 3 y�O 0designer, 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U erection supervisor, property owner and plates 0-'nd' from outside a_ U all other interested parties. edge of truss. 0 a- 5. Cut members to bear tightly against each other. -C7-8 C6.7 CS -60 . BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' Plate location details available in MITek 20/20 software Of 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 appricgble 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 4 X 4 width measured perpendicular 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 -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 purtins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 951 10, 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 (supports) occur. Icons vary but, © 2006 MTek® All Rights Reserved. " 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on 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/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 is not sufficient. DSB-89: Design Standard for Bracing. M I Te k SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI I Quality Criteria. Installing & Bracing of Metol Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job • Truss Truss Type QtyPly • Plate Offsets MY): H:0-4-0,0-3-11, Fox T LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud R51751583 F OX_T At GABLE , _ � 1 1 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 s i' Vert(TL) -0.07 38-39 >999 240 Job Re e e ce (optional) ' 24)-0 6.2-5 6-25 8-25 - 460 a6-0 636 BJa 6-0-0 O - 2 , 0-2.12 - 24)-0 • Plate Offsets MY): H:0-4-0,0-3-11, (3:0-312.0-2-81. [5:0.7-6.0-3-0t: r8:0-3-14.0-3-41. [12:0-4-0.0-3-11, [18:D-3-0.0-3-01, [24:0-3-0.0-3-01.'[32:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.02 38-39 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.07 38-39 >999 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Ina YES WB 0.43 Horz(TL) 0.01 13 n/a n/a j BCDL 10.0 ' (Matrix) Endeavor Homes, OrovlBe, CA 95965 Weight: 491 Ib FT = 20% + - - 7.430s Jul 25 2013 MiTek Intlustties, Inc. Tue Sep 19 06:20:28 2017 Page 1 - TOP CHORD 2x4 DF No.2 'Except' TOP CHORD Structural wood sheathing directly 212 8-57 '1476 20.9.11 �. 25-0� ID:pFjtg69z3LrB_BdP5UvtrAyfy?r-L4MR3Nh3QTssk_IDJamY_oxU18kf c15UPEAPuyc7JX 29-10.13 3C>2-5 ' 42512 48-112 WEBS 2x4 DF No.2, 6-0-0 oc bracing: 1314,12-13. r'2 + I 2.2-12 8.2.5 6-2-5 6-25 459 SOA -8 i , I I 463 BJ6 6.3.8 6-0-0' 2-2-12 REACTIONS All bearings 40-8-8 except (jt=length) 13=0-5-8. (lb) - Max Horz 39=168(1-C 13) • Scale = 1:97.8 18=-289(LC 13), 13=-11O(LC 13), 37=-141(LC 3), 34=-245(LC 12), 28=-184(LC 9), 23=-156(LC 8) - •• ' Max Grav All reactions 250 Ib or less at Joint(s) 36, 35, 33, 31, 30, 29, 27, 26, 25, ' 22, 21, 20, 19, 17, 16 except 39=611(LC 1), 38=544(LC 25), 18=583(LC 26), 8x10M1SSHS 5- , FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 ([b) or less except when shown. TOP CHORD 2-3=-301/90, 4-5-286/230, 8-9=277/297, 9-10=250/139 6x6 • - , .6.00 12 .a8 o8 78 - 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat, fl; Exp C; enclosed; MWFRS y '•� (envelope) gable end zone and C -C Extedor(2) 0-0-0 to 5-0-14, Interior(1) 5-0.14 to 20-9-11, Exterior(2) 20.9-11 to 3411-11, Intedor(1) 3411-11 to 50-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33Q9,OFESS/O 3x5 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 building designer ANSI/TPI 1. k� O T EQDQ + y 5) All MT20 unless indicated. plates are plates otherwise 6) All plates are 2x4 MT20 unless otherwise indicated. w w, C 75435 c m 7) Gable studs spaced at 1-40 oc. ? 3x6 EXP. 03/31/2018, 8) This truss has been designed for a 10.0 psf bottom chcrd live load nonconcurent with any other live loads. • 1 79 fit between the bottom chord and any other members, with BCDL = IO.Opsf. 10) A plate rating reduction of 20% has been applied for the green lumber members. ' • e OFCAO 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 39, 14, 15 except (jt=lb) 38=161, 18=289, 13=110, 37=141, 34=245, 28=184, 23=156. 1 Sentpmhpr 1c) ?n17, 82- • i 5x8 i .. 9 3x5 'Z�' • -10x12 . r 4 3x5 Us 4 - 3x5 1 3x5 d 3x5 i 3 1 4x104x10 \\ 783x5 - t&83 2 11 1 + 12 rt 'Sx8 trn • =39 3837 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 5x8 — 4x5 = 5x6 = 5x6 = 5x6 = - 4x5 = , 2-2-12 50-" ' 24)-0 6.2-5 6-25 8-25 - 460 a6-0 636 BJa 6-0-0 O - 2 , 0-2.12 - 24)-0 • Plate Offsets MY): H:0-4-0,0-3-11, (3:0-312.0-2-81. [5:0.7-6.0-3-0t: r8:0-3-14.0-3-41. [12:0-4-0.0-3-11, [18:D-3-0.0-3-01, [24:0-3-0.0-3-01.'[32:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.02 38-39 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.07 38-39 >999 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Ina YES WB 0.43 Horz(TL) 0.01 13 n/a n/a j BCDL 10.0 Code IBC2012lrP12007 (Matrix) Weight: 491 Ib FT = 20% LUMBER, , BRACING ' TOP CHORD 2x4 DF No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except 4 5-8: 2x6 DF No.2 G 2-0-0 oc puffins (6-0-0 max.): 5-8. - BOT CHORD 2x4 DF No.2 T BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: WEBS 2x4 DF No.2, 6-0-0 oc bracing: 1314,12-13. OTHERS 2x4 DF Std 'Except' WEBS 1 Row at midpt 6-28, 7-23 ' 4 -34,31 -53,30.54,29 -55,6-28,27-56,26-57,25-58,24-59,7-23,22-60,21-61,20-62: 2x4 DF No.2 REACTIONS All bearings 40-8-8 except (jt=length) 13=0-5-8. (lb) - Max Horz 39=168(1-C 13) Max Uplift All uplift 100 Ib or less at joint(s) 39, 14, 15 except 38=161(LC 12), 18=-289(LC 13), 13=-11O(LC 13), 37=-141(LC 3), 34=-245(LC 12), 28=-184(LC 9), 23=-156(LC 8) - •• ' Max Grav All reactions 250 Ib or less at Joint(s) 36, 35, 33, 31, 30, 29, 27, 26, 25, ' 22, 21, 20, 19, 17, 16 except 39=611(LC 1), 38=544(LC 25), 18=583(LC 26), 14=605(LC'1), 13=585(LC 1), 34=538(LC 1), 28=715(LC 25), 23=666(LC 26) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 ([b) or less except when shown. TOP CHORD 2-3=-301/90, 4-5-286/230, 8-9=277/297, 9-10=250/139 WEBS 2-39-506/206, 338=-411/192,9-18=-527/244, 10-14=495/134, 11-13=-478/230, 4-34=541/253, 6-28=-687/196, 7-23=-823/175 NOTES• 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat, fl; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Extedor(2) 0-0-0 to 5-0-14, Interior(1) 5-0.14 to 20-9-11, Exterior(2) 20.9-11 to 3411-11, Intedor(1) 3411-11 to 50-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33Q9,OFESS/O 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 building designer ANSI/TPI 1. k� O T EQDQ as applicable, or consult qualified as per 4) Provide adequate drainage to prevent water ponding. y 5) All MT20 unless indicated. plates are plates otherwise 6) All plates are 2x4 MT20 unless otherwise indicated. w w, C 75435 c m 7) Gable studs spaced at 1-40 oc. ? EXP. 03/31/2018, 8) This truss has been designed for a 10.0 psf bottom chcrd live load nonconcurent with any other live loads. • 1 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 10) A plate rating reduction of 20% has been applied for the green lumber members. ' • e OFCAO 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 39, 14, 15 except (jt=lb) 38=161, 18=289, 13=110, 37=141, 34=245, 28=184, 23=156. 1 Sentpmhpr 1c) ?n17, Q8atFAj"P r4 representation does not depict the size or the orientation of the puffin along the top and/or bottom chord ®WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use onty with Mrek® 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 p� AA building design. Bracing indicated is to prevent buclding of Individual Less web and/or chord members only. Additional temporary and permanent bracing r' IYI IT®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 ANSIrrPtt Quality Criteria, OSB69 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' .-- Chrus Heights. CA 95610 [ Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/C 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 ff-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. 1 „ /16 2. Truss bracing must be designed by an engineer. For themselves 1 2 3 TOP CHORDS C1-2 c23 wide truss spacing, individual lateral braces may require bracing, or allemative T, I, or Eliminator bracing should be considered. 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. LEBSecs, O �'> ; 3 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U pb y _ designer, erection supervisor, property owner and plates 0 'nd' from Outside o �' u U all other interested parties. edge of truss.C7-8 5. Cut members to bear tightly against each other. cap cs� O 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 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, orientotion.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 -131 1, ESR -1352, ER -5243, 96048, 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 id. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vory but - C2006 MiTea All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or offer 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 ®WARNING - Verily design paramefers and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MI1-7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 verity the applicability of design parameters and property Incorporate this design Into the overall' Job Truss buOding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANSVTP11 Quality Criteria, OSB•89 and BCSI Building Component Qty Ply Fox T Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Mexandda, VA 22314. - _ Truss Type Citrus Heights, CA 95610 - � �i' R51751583 FOX_T Al GABLE � � 1 Job eee ceo Co al Endeavor Homes, Oroville, CA 95965 7.430 a Jul 25 2013 MITek Industries, Inc. Tue Sep 19 06:20:29 2017 Page 2 • ). ID:pFjtg69z3LrB BdP5UvtrAyfy?r-gGwgGihh8m_jM8KCtHInWOUfnY3uj3HFj3zjxKyc7JW LOAD CASE(S) Standard' " .tri , .. • +'� ®WARNING - Verily design paramefers and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MI1-7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 verity the applicability of design parameters and property Incorporate this design Into the overall' , buOding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANSVTP11 Quality Criteria, OSB•89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Mexandda, VA 22314. - _ Suite 109 ' Citrus Heights, CA 95610 - .. I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/A Center plate on joint unless x, y Failure to Follow Could Cause Property 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. 01 „ 2. Truss bracing must be designed by an engineer. For -/.16 1 2 3 TOP CHORDS CT -2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS C�, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O �'> ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a designer, erection supervisor, property owner and ,ANplates 0 -'Al' from outside 0- �'' u U all other interested parties. edge Of truss. 0 5. Cut members to bear tightly against each other. o7-8 C46-7 cs-6 O ~ BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates theS 7 6 5 oint and embed fully. Knots and wane at joint locations required direction of slots in are regulated by ANSIAPI I. 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 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 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 load deflection. the length parallel to slots. 11. Plate type, sae, 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 -131 1, ESR -1352, ER -5243, 96048, 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 (supports) occur. Icons vary but © 2006 MTea All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or offer 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job I Truss Truss Typea Qty Ply Fox T TCLL 20.0 Plates Increase 1.25 TC 0.58 , Vert(LL) -0.11 17-18 >999 360 851751584 FOX_T A2 COMMON r 5 1 . _ BCLL 0.0 ' Rep Stress Incr YES -� Horz(TL) 0.09 13 n/a n/a Job Reference (optional Endeavor Homes. Oroville, CA 95965 - 7.430 s Jul 25 2013 MITek Industries. Inc. Tue Sep 19 06:20:32 2017 Page 1 ID:pFjtg69z3LrB_BdPSUvtrAyfy?r-ErcyukkaUhMHDb2nYQrU8e5AVI0ewH9hPOCNYfyc7JT . 2-2-12 , BS1 1a7A '0$11 •25 25-0-12 29-1613 36 -z -s 42 - 4W z-2-12 •6.25 F 625 - 625 . a}7 • a10-1 - fr3-6 63b 8-60 r y . • Scale = 1:90.4 • - .. 5x6. 3x8 = 5x6 = d 4 n X5 = 20 19 18 26' 17 27 16' 28 �is 29 - 14 13 12 4x5 2x4 I I 5x6 = 5x8 = 3x8 = 2x4 I I 5x10 = 5x6 = 4x5 = 2x4 I I 2.2.12 - 50&6 2-0-00 B-25 625 8.25 431 x161 BJ -a - 63E 6-60 6 - 2 tip_.•, - . �� LOADING(psf) SPACING 2-0-0 CSIDEFL in. (loc) I/deft Lid PLATES GRIP • . TCLL 20.0 Plates Increase 1.25 TC 0.58 , Vert(LL) -0.11 17-18 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.32 17-18>999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.09 13 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) r c Weight: 308 Ib FT,-= 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 s TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except BOT CHORD =2x4 DF No.2 2-0-0 oc purlins (4-1-0 max.): 5-7. WEBS ' ' 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 60-0 oc bracing. WEBS 1 Row al midpt 4-17, 617, 615 REACTIONS (Ib/size) 20=2162/0-5-8 (min. 0-2-7),13=2879/0-5-8 (min. 0-3-6),12=3010-5-8 (min. 0-1-8) • Max Horz 20=-169(LC 17) ' Max Uplift 20=334(LC 12), 13=-344(LC 13), 12=-162(LC 27) 1 r Max Grav 20=2162(LC 1); 13=2879(LC 1), 12=127(LC 26) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2997/431, 3-4=2890/482, 4-5=2400/477, 5.6=2065/478, 67=1700/426, . 7-8=-1988/417, 8-9-1539/289, 9-10-131/959 i , BOT CHORD 1619=-426/2570, 17-18=310/2438, 1617=132/1889, 15-16=-132/1889,,14-15=82/1226, - 13-14=739/189 r - - WEBS 2-20=2170/456,2-19=34V2514, 3-19=358/121,'4-18=29/335, 4-117=-752/251,. 5-175/583, 617=132/253, 6-15=722/134.7-15=36/367, 615=-88/599, 614-1140/227, 614=309/2371, 9-13=2873/477,10-13=477/129 NOTES 1) Unbalanced roof live loads have been considered for this design. } r 2) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-0-0 to 5-0-14, Interior(1) 5-0-14 to 20-9-11, Exterior(2) 20-9-11 to 3411-11, Interior(1) 3411-11 to 50-8-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 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 = 10.0psf. OFES$/ 0 •' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except (jt=1b) 20=334, . .. ?R ��� O T EODO 13=344,12=162. A 7) Graphical representation does not depict the size or the orientation of the along the top and/or bottom Chord. purlin puriin 'Lu y J N 2 LOAD CASE(S) Standard - w C`75435 c EXP. 03/31/2018 *, OFC / September 19,2017 . ®WARKING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10,1=015 BEFORE USE. Design valid for use only with MITekO 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 Nat building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing - MIT®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 ANSUTP11 Quality Criteria, DSB-89 and BCS1 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 95610 a 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. 6-4-8 dimensions shown in ft4r#-sixteenths Damage or Personal Injury Dimensions are in N-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. 2. Truss bracing must be designed by an engineer. For 0-1/-" 6 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces thernselves may require bracing, or oftemative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never Q stack materials on inadequately braced trusses. rr O �•� 3 �y� O X: 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate pb = designer, erection supervisor, property owner and plates 0-'Ag' from outside CL �' u U all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. c7-8 C6.7c5-6 O 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 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 rubricator. 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 specified. Indicated by symbol shown and/or ESR-1311, ESR-.1352, ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A I I Top chords must be sheathed or purfins 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 (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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/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 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, POWER ro PERFORM." ANSI/TPI I Qualify Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MT10208ek Engineering Reference Sheet: MII-7473 rev. l08 Job Truss Truss Type t Job Truss Truss Type Qty PlyFox T 211 . 5o66 . 8-zs 189 6-0-0 851751565 FOX—T A2E COMMON � 5 1 ' LOADING (pso SPACING 2-0-0 CSI DEFL ' in (loc) I/deft Ud Job Reference (optional) tnoeavor homes, uroviue. UA ebabb /.4Ju s Jm zb zu1J mi i ex mousines, mc. i ue bep 1e ub:2u:J4 zu1 / rage 1 I D: pFjtg69z3LrB_Bd P SUvtrAyfy?r-AEkj JQ IgOJ c?SvCAggtyD3B W3ZhgOA8_sKh UdYyc7J R 228-0 284.4 2DA71 Qz44ii 2544 i 28.2A 2B -1A73 36•zs' 4zs-12' 48.5.1z ,sob8 i z-2-12 8-2-s 8-2s - 6-26 • :1s-0 . z-104 z-104 1st 8-3-8 6-3$ - 8 -PO z -z -1z 0-.1-12 0-1-12 Scale = 1:93.7 5x8 2x4 I I 3x5 = 5x8 = 23 - 22 31 -21 '20 19 18 32 17 4x4 = 4x5 = 5,6 = SSB = 3x8 = 1 . i 5x6 = 4x4 II 4x4 = 5x10 = 4 16 15 4x5 = 4x5 = 2x4 II Max Uplift 24=-357(LC 12), 16=384(LC 13j,.15=94(LC 27) Max Grav 24=2273(LC 1), 16=2949(LC 1),15=156(LC 26) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (I'a) or less except when shown. TOP CHORD 2-3=-3184/472, 34=3108/532; 45=2630/530, 56=2560/560, 6-7=2552/559, 7-10=1964/468, 10-11=2224/1467..11-12=i732/327.12-13=127/849 BOT CHORD 22-23=460/2738, 21-22=-3482634; 20-21=165/2011;19-20=-165/2006, 18-i9=165/2011,17-18=-112/1399,16-17—(>40/177 WEBS 2-24=2284/481, 2-23=385/2680, 323=390/128, 4-22=26/321, 4-21=-738/244, 7-8=-199/790, 6-8=347/149; 9-19=34/324, 7-9=790/221, 1D-18=-129/544, 11-18=95/631, 11-17=1181/246, 12-17=340/2460, 12-16=2959/508, 1316=682/131, B-21=203/670,0-18=-994/236,5-8=1231683 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0.0-0 to 5-0-14, Interior(1) 5-0-14 to 20-9-11, Exterior(2) 20-9-11 to 3411-11, Interior(1) 3411-11 to 50-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding:: ' 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 20.0p3 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 =„10.Opsf. • ' 6) A plate rating reduction of 20% has been applied for thi green lumber members. ` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jo' int(s) 15 except. =lb) 24=357.16=384. 8) Graphical purlin representation does not depict the size: or the orientation of the puriin along the top and/or bottom chord. - 9) 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on Daae 2 • I ' September 19,2017-1 ®WARNING - Verf/y design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10103/20/5 BEFORE USE. Design valid for use only with MReke wnnectors. 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 appli.ability of design parameters and properly Incorporate this design Into the overall A� building design. Bracing Indicated is to prevent buckling of Individual fuss web and/or chord members only. Additional temporary and permanent bracing �y�iT®k• Is always required for stability and to prevent collapse with possible pe-sonal Injury and property damage. For general guidance regarding the' Isbrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane So” Information available from Truss Plate Institute, 218 N. Lee S --reel Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 • 2-2-12 1 211 . 5o66 2-0-0 8-zS - 6-2s 8-zs 189 6-0-0 6J6 640 0- - 2 • 0.2.12 2-0-0 Plate Offsets (X,Y): (3:0-3-0,0-3-41. 15:0-3-0,0-2-01. 18:0-2-8,0-2-41. 19:0-4-8,0-2-81. 110:0-3-0,0-2-01. [12:0-2-12,Edael, f 17:0-30,0-301. 118:0-2-4,0-3-01. 122:0-3-0,0-3-01 LOADING (pso SPACING 2-0-0 CSI DEFL ' in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.1221-22 >999 360 MT20 220/195 , TCDL 20.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.4421-22 >999 " 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.10 16 n/a n/a BCDL 10.0. Code IBC2012/TP12007 (Matrix) Weight: 350 lb FT = 20% LUMBER BRACING T TOP CHORD 2x4 DF No.2 , - r TOP CHORD Structural wood sheathing directly applied or 31-2 oc purlins, except, BOT CHORD 2x4 DF No.2'Except'2-0-0 oc purlins (3-5-5 max.): 5-10,'8-9. 19-20:2x6 DF No.2 G "' T_ BOT.CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 WEBS 1 Row at midpt . 4-21, 5-21 ' JOINTS 1 Brace at Jt(s): 8, 9 1 REACTIONS (Ib/size) 24=2273/0-5-8 (min. 0-2-9), 16=2949/0-58 (min. 0-37), 15=89/0-5-8 (min. 0-1-8) ' Max Horz 24=169(LC 17) Max Uplift 24=-357(LC 12), 16=384(LC 13j,.15=94(LC 27) Max Grav 24=2273(LC 1), 16=2949(LC 1),15=156(LC 26) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (I'a) or less except when shown. TOP CHORD 2-3=-3184/472, 34=3108/532; 45=2630/530, 56=2560/560, 6-7=2552/559, 7-10=1964/468, 10-11=2224/1467..11-12=i732/327.12-13=127/849 BOT CHORD 22-23=460/2738, 21-22=-3482634; 20-21=165/2011;19-20=-165/2006, 18-i9=165/2011,17-18=-112/1399,16-17—(>40/177 WEBS 2-24=2284/481, 2-23=385/2680, 323=390/128, 4-22=26/321, 4-21=-738/244, 7-8=-199/790, 6-8=347/149; 9-19=34/324, 7-9=790/221, 1D-18=-129/544, 11-18=95/631, 11-17=1181/246, 12-17=340/2460, 12-16=2959/508, 1316=682/131, B-21=203/670,0-18=-994/236,5-8=1231683 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0.0-0 to 5-0-14, Interior(1) 5-0-14 to 20-9-11, Exterior(2) 20-9-11 to 3411-11, Interior(1) 3411-11 to 50-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding:: ' 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 20.0p3 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 =„10.Opsf. • ' 6) A plate rating reduction of 20% has been applied for thi green lumber members. ` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jo' int(s) 15 except. =lb) 24=357.16=384. 8) Graphical purlin representation does not depict the size: or the orientation of the puriin along the top and/or bottom chord. - 9) 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on Daae 2 • I ' September 19,2017-1 ®WARNING - Verf/y design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10103/20/5 BEFORE USE. Design valid for use only with MReke wnnectors. 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 appli.ability of design parameters and properly Incorporate this design Into the overall A� building design. Bracing Indicated is to prevent buckling of Individual fuss web and/or chord members only. Additional temporary and permanent bracing �y�iT®k• Is always required for stability and to prevent collapse with possible pe-sonal Injury and property damage. For general guidance regarding the' Isbrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane So” Information available from Truss Plate Institute, 218 N. Lee S --reel Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 Symbols Numbering System A 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. b 4 8 dimensions shown in ft4n-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. 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS ..__ cr-z cza wide tans spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. O �'� ; �y� 3 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b a = designer, erection supervisor, property owner and ,ANU plates 0 na' from outside -�%v CL u U all other interested parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. c7-8 co-? c 5-6 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 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 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, sae, 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 -131 1, 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 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 (supports) ,occur. Icons vary but © 200Mk 6 iTe® All Rights Reserved - - •,—_- ._ ., 15. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior approval of an engineer. ` reaction section indicatesjoirit _ �� ® 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/TPI1: National Design Specification for Metal 19. Review oil 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. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. Mi ek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Type_ Qty Ply Fox 7 S ITruss - i - R51751585 FO1LT A2E " "COMMON .5 LOAD CASE(S) Standard' 1 - Uniform Loads (pif) 0.' Job Reference (optional en"eawr Homes, �r"vme, . ...00� ; a.•.j, - '' r.—. um < a ........ us"... mc. r ue sup .. uo:<u..w <u r r ruse < 1 " S ID:pFjlg69z3LrB_BdP5UvtrAyfy?r-AEkjJQIgOJc9SvCAggtyD3BW3ZhgOA8_sKhUdYyc7JR LOAD CASE(S) Standard' - Uniform Loads (pif) 0.' Vert: I-5=80,5.10=-80, 10-14=80, 1-20=40,19-20=-60(F=40), 1419=-20 • 4 i 4. . • — y w ` , ars 4 - �- - . I �-r , - at .. • ®WARNING - Verffy design parameters and READ NOTES ON THI= AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101034015 BEFORE USE. _ Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not .5 �• - t. a truss system. Before use, the building designer must verify the appl ability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual russ web and/or chord members only. Additional temporary and permanent bracing MIT®k• v Is always required for stability and to prevent collapse with possible p. rsonal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Crus: systems, see ANSVTPN Quality Criteria, DSB49 and SCSI Building. Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee *-treat. Suite 312, Alexandria, VA 22314. - - - Suite 109 - Chms Hel hts CA 95610 ' 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. 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. 11 2. Truss bracing must be designed by an engineer. For 0-1/1 6 1 2 3 TOP CHORDS cr-2c2a wide truss spacing, individual lateral braces themselves may require bracing, or altemative T, I, or Eliminator bracing should be considered. WEBS 4 �, 3. Never exceed the design loading shown and never inadequately braced trusses. p stack materials on O � 6,� 3 �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �e _ designer, erection supervisor, property owner and plates 0-'n6' from outside o- v U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. C7- C6.7 C54 r - 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 ore 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 Of 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, sae, 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, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins 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 (supports) ,occur. Icons vary but © 2006 MiTek® All Rights Reserved - -" 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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/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 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, POWER To PERFORM." ANSI/TPl 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10208 Job Truss Truss Type Qty PlyFox T SPACING 2-0-0 - DEFL in (loc) R51751586 FOX_T A3 COMMON 1 � 1 TC 0.58 Vert(LL) -0.11 16-17 ' 360 MT20 220/195 ob ee ce o 'o a uroeawr mm�ee, anuvi e, a,n eaao� , 1 r.wu s am w mi i es mauaurcs mc. .-P aep rn uo:<v:ao cu / rage r ID:pFjlg69z3LrB_BdP5UvtrAyfy'h-eQH5XmmSncks43nMEYPBmHjhjz277en75 Q19yc7JQ 6s9 12-7-10 16-9-11 23-0.12 27-10.13 1.1:1- 4--40-5-12 46512 i 688-6 659 8.2.1 6.2-1 - 431 x10-1 8-3-6 6b0 2-2-12 Scale = 1:86.9 5x6 = 3x8 = 5x6 = 19 18 17 25 16 26 15 27 14 28.- 13 12 11 4x5' _ 6x14 II 5x6 = 5x6 = 3x8 = 2x4 II 5x10 = 5x6 = 4x5 = 20 II 48.8.6 fl 65-0 b2-1 431 x10-1 1i3a 63a 6-0-0 0-2LU Plate Offsets (X.Y): 12:0-3-0.0-3-41, 14:0-4-0.0-2-81, 16:0-4-0.0-2-81. 18:0.2-12.Edgel. fl3:0-3.0.0-3-01. BOT CHORD 18-19=213/434, 17-18=-434/2648, 16-17=314/2474, 15-16=133/1904, 14.15=-133/1904, [14:0-3-0.0-3-01. 117:0-3-0.0-3-01. f19:Edge.0-3-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS TC 0.58 Vert(LL) -0.11 16-17 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.33 16.17 >999 240 41�, BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 12 n/a We LOAD CASES) Standard BCDL 10.0 • Code IBC2012ITP12007 Zen 41 _ 13112018 (Matrix) Weight: 303 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals, and 2-0-0 oc purlins (4-0-13 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-16, 5-14 REACTIONS (Ib/size) 19=1936/0.5.8 (min. 0-24),12=2896/0-5-8 (min. 0-3-6), 11=24/0-5-8 '(min. D-1-8) Max Horz 19=172(LC 13) Max Uplift 19=-289(LC 12), 12=-345(LC 13), 11=-169(LC 27) Max Grav 19=1936(LC 1), 12=2896(LC 1), 11=122(LC 26) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3091/482, 2-3=2930/503, 34=2422/485, 4-5=2084/483, 5-6=1710/430, 6-7=-1999/422, 7-8=1543/290, 8-9=135/970, 1-19=2000/359 BOT CHORD 18-19=213/434, 17-18=-434/2648, 16-17=314/2474, 15-16=133/1904, 14.15=-133/1904, parameters rev. Design valid for use only with Mrrek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not 13-14=-83/1230, 12-13=749/190 WEBS 2-18=304/103, 2-17=-251/147, 3-17=-34/359, 3-16=779/253, 4-16=70/594, 5-16=133/264, 5-14=-734/135, 6-14=-37/371, 7-14=86/607, 7.13=1150/230, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 8-13=315/2388, 8-12=2889/483, 9-12=-787/130,9-1 11=48/250, 1-18=265/2305 M iT®k� NOTES 1) Unbalanced roof live loads have been considered for this design. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-09 and BCSI Building Component 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS 7777 Greenback Lane (envelope) gable end zone and C -C Exterior(2) 0-1-12 to 5-0-3, Interlor(1) 5-0-3 to 18-9-11, Exterior(2) 18-9-11 to 32-9-4, Interior(1) 32-9, to 48-8-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 Citrus Heights, CA 95610 3) Provide adequate drainage to prevent water ponding. 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 = IO.Opsf. QROFESS/o 41�, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except ()t=1b) 19=289, 12=345,11=169. IE D FJ7 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Jf Z C 7543 W W 5 c m LOAD CASES) Standard ;U Zen 41 _ 13112018 "� OF CAL\ September 19,2017 ®WARNING - Vet Hy design and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 10/09/2015 BEFORE USE. parameters rev. Design valid for use only with Mrrek0 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 M iT®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 ANSIrrPI1 Quality Criteria, DSB-09 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 95610 Symbols Numbering System. 0 General Safety Notes PLATE LOCATION AND ORIENTATION 3/0 Center plate on joint unless x, y Failure to Follow Could Cause Property 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. 01 .� ' /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or altemative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O �'� ; �y� 3 0 4. Provide copies of this truss design to the building For 4 X 2 orientation, locate U e° = designer, erection supervisor, property owner and plates 0-'Ad' from outside 0- �' u U all other interested parties. edge Of truss. a0 5. Cut members to bear tightly against each other. 7-8c6-z csa 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 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, sae, 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-131 1, ESR-1352. ER-5243, 96048, 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, 9.432A 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 (supports) occur. Icons vary but © 2006- MiTek® All Rights Reserved _, - _ . --_- _ ,_ . - _ ___ -- IS. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior approval of on engineer. -,reaction section indicates joint _ .-- -- number where bearings occur. 17. Install and load vertically unless indicated olhervise. I B. Use of green or treated lumber may pose unacceptable ffd-- - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 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 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, POWER ro PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Meta) Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 I , t Job Truss Truss Typer } • Qty Ply Fox_7 PLATES GRIP TCLL 20.0 I I' • 5-1-0 11-10.8 ' R51751587 FOX A4 COMMON 11 1 5-5-10 -T 16-17 >631 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Ina, YES Job Re e e ce (optional) Cr,OCHVOr r10mC�, V VM DJDOJ-Zle SPACING 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 ID:pFjlg69z3LrB_BdP5UvtrAyfy4r-0pPrySoilE aJMxkLzRfrip_BmfoacVQYlv8Dtyc7JO I' • 5-1-0 11-10.8 ' 1B-9-11 , 22-5.4 27-10.13 34-0.15 �, 43-4-6 , 46-512 6.1-0 59-8 6-11-3 3-7-9 5-5-10 6-2-2 6-2-2 3-1.6 3-1-0 2-2-12 16-17 >631 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Ina, YES Scale: 1/8"=I' 32-9-4 to 48-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for Horz(TL) 0.65 13 n/a n/a. r M18SHS 220/195 BCDL 10.0 Code IBC2012rrPI2007 .. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. • OF$S$/ Weight: 265 lb FT = 20% LUMBER BRACING 4x5= 5x8 = TOP CHORD '2x4 DF No.2 .: .. 6.00 12 4' : 5.24 25 ,. 6 . end verticals, and 2-0-0 oc purlins (2-2-15 max.): 4-6. r - WEBS 2x4 DF No.2..BOT 1 , CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 21=1916/0.5.8 (min. 0-2-1),13=2940/0-5-8 (min. 0-32) - 3x6 - - ' . 3x5 i 23 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 26 t • y 3 - 7 ., _ 5x6 - .. ,.. 16 - 6.6 d 2 15 8 d , 42 � f 17 4x5 � 6x10 MIT O 8X8 = N 9 ' 4x5 i 3x6 . 27 2x4 II 1 - - • 18 r. [5x8 G = 6.00 12 `- _ •14 r 10- +• it- 1 - ' 5x6 5x6 to 21 , 20 19 , - 13 - 12 4x5 = 4x5 = 4x6= - ' 6x8,= 3x5 8x10M1aSHS = St -0 11-10.8 'I&9.11 22-5.4 26.0-12 2 -10.1 340.15 40.3-0 40. 12 46-5-12 0.111 0.4A .. frit3 'LA9- 'L7 -A . -1lLt .0.9-9 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 517-1445/130, 516-7/1738, 6.16=438/2598, 6.15=1032/147, 7-15-164/1680, -` Vert(LL) -0.23 16-17 >999 , 360- MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC • 0.78 Vert(TL) -0.76 16-17 >631 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Ina, YES WB 0.67 32-9-4 to 48-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for Horz(TL) 0.65 13 n/a n/a. r M18SHS 220/195 BCDL 10.0 Code IBC2012rrPI2007 (Matrix) 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. • OF$S$/ Weight: 265 lb FT = 20% LUMBER BRACING F^ • ' TOP CHORD '2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except BOT CHORD • 2x4 DF No.2 '� end verticals, and 2-0-0 oc purlins (2-2-15 max.): 4-6. r - WEBS 2x4 DF No.2..BOT 1 , CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 21=1916/0.5.8 (min. 0-2-1),13=2940/0-5-8 (min. 0-32) - ' Max Hors 21=-172(LC 13) - Max Uplift 21=-294(LC 12), 13=-427(LC 13) ... y ; FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' f TOP CHORD 1-2=-2806/432, 2-3=2684/453, 3-4=3133/469, 45=3488/478, 56=4758/468; f ' 6-7=-3995/391; 7-8=2162/240;$-9=-450/939; 1-21=1849/330 BOT CHORD 20-21-207/405, 19-20=440/2406, 18-19=395/2578, 17-18=282/3009,16-17=-2 94/3892, 15-16=183/3898,14-15=-104/2068,13-14-928/607,'12-13-511/364 , WEBS' 2-20-300/96, 3-19-916/156, 3-18=0/489, 4-18=-316/49, 4-17=98/1391, 517-1445/130, 516-7/1738, 6.16=438/2598, 6.15=1032/147, 7-15-164/1680, -` r 7-14-1676/306, 8-14=354/2670, 8-13-2191/370; 9-13-334/204, 9-17=-406/504, ` 1-20-235/2090 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-1-12 to 5-0-3, Interior(1) 5-0-3 to 18-9-11; Exterior(2) 18-9-11 to 32-9-4, Interior(1) 32-9-4 to 48-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 •- ' 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated:, ' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. • OF$S$/ 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 O9S 0 rrt between the bottom chord and any other members.Q 7) Provide mechanical truss to bearing 100 Ib 21=294, p TEO Os 2 connection (by others) of plate capable of withstanding uplift at joint(s) except (jt=lb) - 13=427. ��� FN CZ 8) Graphical purlin representation does'not depict the size or the orientation of the purlin along the top and/or bottom chord.. J' C 75435 C rn LO rn LOAD CASE(S) Standard r 1 * EXP. 03131/2018 1 - OF C LW ... September 19,2017 1 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11•7479 rev. f 0/MOIS BEFORE USE. - Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for in Individual building component, not - a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall 1� A�• - building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracingIT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the -'y' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Crtteda, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information evallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314. - - Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/a Center plate on joint unless x, y Failure to Follow Could Cause Property 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 8CSI. 0i „ -/1 2. Tens bracing must be designed by an engineer. For 6 1 2 3 TOP CHORDS cr-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. Oe stack materials on O �'� ; �y� 3 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-'n6' from outside � �'° u U all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. C7.8 C6.7 C. 0 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 ANSIAPI 1. ' Plate location details available In MfTek 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 tire 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 rubricator. 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 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 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 h. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted.- oted:15. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15.Connections not shown are the responsibility of others. 16. Do not cut or atter 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/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. M I Te k is not sufficient. SCSI: 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: Mll-7473 rev. 10208 I ., Job Truss Truss Type t „ �Qty Ply Fox_T 851751588 FOX_T AS COMMON 6 1 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.58 , Vert(TL) -0.36 16-17 >999 240 ' ob eeece o do a A ID: pFjtg69z3LrB_BdPSUvtrAyfy?r-3?zD9noK3X7RxWwxvgyuOvLCzA2EJ?YanyfimJyc7JN 64-2 11-8-12 ' 18811 23b4 ' 27-1!13 34-24 40.5.12 842 510 7115 4-6-9 4S9 618 E3-0 8-0-0 2-2-12 • - n 'Scale =1:86.9 5x6 = 3x8 =. 5x6 = 0 19 18 17 26 16 27. 15 .26 14 29 13 12 11 4x5 = 6x14 I I 5x6 = 5x6 = 3x8 = - 5x6 = 3x8 = 5x6 = 4x5 = 2x4 I I •• 4a -e -e 1 i 842 5-8-10+ 7-0.15 4-B-9. aaa 83a 6-3-a e-0-0 ! 2 I� LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL ' 20.0 .4 Plates Increase 1.25 TC 0.58 Vert(LL) -0.12 16-17 >999 '360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.58 , Vert(TL) -0.36 16-17 >999 240 ' BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 ., (Matrix) Weight: 301 Ib FT = 20°h LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals, and 2-0-0 oc puriins (3-10.7 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 3-16, 5-16, 5-14 REACTIONS (Ib/size) 19=1937/Mechanical, 12=2892/5-8 (min. 0-3-6), 11=28/0.5-8 (min. 0-1-8) Max Horz 19=-172(LC 13) ' : Max Uplift 19=-289(LC 12), 12=-344(LC 131, 11-%6(1_C 27) Max Grav 19=1937(LC 1), 12=2892(LC 1),11=124(LC 26) J + 's FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' TOP CHORD 1-2=-3059/477, 2-3=2991/506, 34=2442/480, 4-5=20961486,'5-6=117i 1/430, , 6-7=2001/422, 7-8=1547/291, 8-9=13:5/965,1-119=2007/358 BOTCHORD 18-19=205/410, 17-18=-434/2626, 16.157=338/2545, 15-16=131/1892, 14-15=-131/1892, 113 -14= -84/11233,112 -113=744/1188 - WEBS 2-18=355/102; 3-17=16/325, 3-16=781/257, 4-16=45/523, 5-16=142/309, 5-14=738/137, 6-14=36/379, 7-14=851i([14, 7-13=1148/230, 8-13=315/2386, 8-12=2887/482, 9-12=783/129, 1-18=1268/2316 , NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Extedor(2) 0-1-12 io 5-0-3, Interior(1) 5.0.3 to 18-9-11; Exterior(2) 18-9-11 to 32-9-4, Interior(1) 32-9-4 to 48-8-8 zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. c 4) This truss has been designed for a 10.0 pal bottom &crd live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psff. 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 = 10.0psf. 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 Ib uplift at joints) except (jt=1b) 19=289, 12=344,11=166. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard W W C15435 1,C n _ a * EXP. 03/3112018 September 19,2017 ®WARNING - Verffy design parameters and READ NOTES ON THI5AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03!2015 BEFORE USE. -Design dalid for use only with Mrrek®bonnectom. 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 verity 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 WOW always required for stability and to prevent collapse with possible pesonal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss:systems, see ANSVTPII Quality Crlterls, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sreel Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Hei hts CA 95610 Symbols Numbering System A 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. 1 0' /16„ 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, 1, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never pe stack materials on inadequately braced trusses. O �'> ; �y� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locateU sb _ designer, erection supervisor, property owner and plates 0-'n6' from outside a �' u U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. c7 -e co -7 CS -6 BOTTOM CHORDS 6. Place plates on each face of truss a1 each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations ore regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. "Plate location details available In MfTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 199 at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATESIZE 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 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, sae, 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 -131 l , 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 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, or less. if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 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 on 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/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 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, POWER ra PERFORM.” ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty , Ply Fox_T TOP CHORD 2x4 DF No.2 TOP CHORD • - BOT CHORD 2x4 DF. No.2 end verticals, and 2-0-0 oc purlins (3.10.7 max.): 4-6. ,751751589 FOX T A5F GABLE 1 1 REACTIONS (Ib/size) 19=1937/Mechanical, 12=2892/0-5-8 (min. 0-3-6), 11=28/0-5-8 (min. 0-1-8) Max Horz 19=172(1_C 13) Max Uplift 19=-289(LC 12), 12=-344(LC 13), 11=-166(LC 27) , obeee ce optional) enucaw, mm�ea, vi vvmc, •.n oeooa - aup , ruga ID: pFjtg69z3LrB_BdP5UvtrAyfy?r-gXSFgWvM B?7lul7TNM5njbhZyPn6BdXldCb72ryc7JF B-0-2 11-B-12 1&9-11 23d -d 27-10-13 36-2-0 40-5.12 46b12 i aE-e-a i Bh2 54-10 715 4S9 44-9 8-3-8 6-0-0 2-2-12 Scale = 1:86.9 5x6 = 3x8 = 5x6 = 19 18 17 81 16 82 15 83 14 54 13 12 11 6x14 II 5x8.= 5x8 = 3x8 = 5x6 = 3x8 = 5x6 = - 4x5 = 484-8 9.0.2 54-10 7-0•is a -8-a C88 WBJ-8 6-0-0 0.212 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code IBC2012lrP12007 CSI TC 0.58 BC 0.58 WB 0.94 (Matrix) DEFL in (loc) I/deft Lid Vert(LL) -0.12 16-17 >999 360 Vert(TL) -0.36 16-17 >999 240 Horz(TL) 0.10 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 509 lb FT=20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except BOT CHORD 2x4 DF. No.2 end verticals, and 2-0-0 oc purlins (3.10.7 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF, Std *Except* WEBS 1 Row at midpt 3-16, 5-16, 5-14 29-30,38-40,41-43,50-52: 2x4 DF No.2 REACTIONS (Ib/size) 19=1937/Mechanical, 12=2892/0-5-8 (min. 0-3-6), 11=28/0-5-8 (min. 0-1-8) Max Horz 19=172(1_C 13) Max Uplift 19=-289(LC 12), 12=-344(LC 13), 11=-166(LC 27) , Max Grav 19=1937(LC 1), 12=2892(LC 1), 11=124(LC 26) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3059/477, 2-3=2991/506, 34=2442/480, 4-5=2096/486, 5-6=1711/430, 6-7=-2001/422, 7-8=1547/291, 8-9=1133/965,11-119=20071358 BOTCHORD 18-19=205/410,17-18=434/2626, 16-17=338/2545, 15-16=131/1892, 14-15=-131/1892, 113-114=-84/1233.112-13=744/1188 WEBS 2-18=355/102, 3-17=16/325, 3-16=783/257, 4-16=-45/523, 516=142/309, 5-14=738/137, 6-14=36/379, 7-14=85i604, 7-13=1148/230, 8-13=315/2386, 8-12=2887/482, 9-12=783/129, 1-18=268/2316 . NOTES 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-1-12 to 5-0-3, Interior(1) 5-0-3 to 18-9-11, Exterior(2) 18-9-11 to 32-9-4, Interior(1) 32-9-4 to 48-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 ANSIrrPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 19=289,12=344,11=166. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard September 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE HII.7473 rev. 10/03,7015 BEFORE USE. , Design valid for use only with MfTekO 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 IndMdual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANSVTPl1 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 Hei hts CA 95610 Symbols Numbering System A 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. 6 4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to stole) 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. 01 t, -/1 2. Truss bracing must be designed by an engineer. For 6 1 1 2 3 TOP CHORDS C1-2 csa wide truss spacing, individual lateral braces themselves may require bracing, or anemative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p �, stack materials on inadequately braced trusses. O �'� ; �y� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U >b a = designer, erection supervisor, property owner and plates 0-'A& from outside Q- �' u C) all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. csCL a O 0 BOTTOM CHORDS 6. Place plates on each face of truss of 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/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 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 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 specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, 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 (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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/TPI 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. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10208 Job Truss Truss Type y ; Oty Ply Fox_T LOADING (psf) SPACING 2-0.0 ' DEFIL in (loc) I/deft L/d ,251751590 FOX A6 - COMMON 1 1 7777 Greenback Lane —T TCDL 20.0 Lumber Increase 1.25 `' ' BC 0.58 ob eee ce(optional) enaeawr Homes, �rovme, �h easoa r.wu s um u ra run en nmusurc. mc. r ue oep ie uo:m:ro cu r r rage i . ID:pFjtg69z3Lr6 BdP5UvtrAyfy9r-mwa7FCwcjcN083HsUn7FoOmvSCSafX124W4D6kyc7JD abr 11$12 18-9-11 z3.4.4 27-10.13 34-z-4 40-S1z 48 :S1z i da -B -B 8.0.2 5-0-10 7 15 4b9 4S9 63-8 8-3-0 8-0-0 2-2-12 y - - Scale = 1:86.9 5x6 = 3x8 = , 5x6 = .. � •1 ` a 0 I� 19 18 - 17 26 16 27 15 28 14 29 13 12 -11 '44 604 II 5x6 = 5x6 = 3x8 = 5x6 = 3x8 = 5x6 = 4x5 = 2x4 II 48,28 49 4 8�2 Sd-10 7-0.1s . 4$9 4$6 63-0 638 8-0-0 9W2 ' •®WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7472 rev. 10/03,2015 BEFORE USE. - 2-0-0 1 Plate Offsets (X,Y): f2:0-3-0.0-3-01. f4:0-4-0.0-2-81. f6:G4-0.0-2-81. f8:0-2-12.Edge1, f13:0-30,0-3-01. f15:0-3-0,0-3-01, [17:0-30,0-301. f19:Edge.0-3-81 e LOADING (psf) SPACING 2-0.0 CSI DEFIL in (loc) I/deft L/d PLATES GRIP Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , TCLL 20.0 Plates Increase 1.25 TC 0.58 f Vert(LL) -0.12.16-17 >999 360 7777 Greenback Lane MT20" 220/195 TCDL 20.0 Lumber Increase 1.25 `' ' BC 0.58 Vert(TL) -0.36 1617 >999 240 " 4 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.10 12 We We BCDL 10.0 . Code IBC2012/TPI2007 ' (Matrix) , Weight: 301 Ib FT = 20% LUMBER BRACING I TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 32-3 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals, and 2-0-0 oc purlins (310-7 max.): 4-6. ' • WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1 WEBS 1 Row at midpt , 316, 5-16, 5-14 REACTIONS" (Ib/size) 19=1937/Mechanical, 12=2892/0-5-8 (min. D-36), 11=2810-5-8 (min. 0-1-8) Max Horc.19=172(LC 13) ' Max Uplift 19=-289(LC 12), 12=-344(LC 13), 11=166(1-C 27) - Max Grav 19=1937(LC 1), 12=2892(LC 1), 11=124(LC 26) t FORCES (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. 5 TOP CHORD 1-2=-3059/477, 2-3=2991/506, 3-4=2442/480, 4-5=2096/486, 5-6=1711/430, 6-7=2001/422, 7-8=1547/291, 8-9=1133/965,11-119=20071358 ' 1 f BOT CHORD 18-19-205/410, 17-18=-434/2626, 16.17=338/254_5, 15-16=131/1892,14-15=-131/1892, _ y 13-14=-84/1233,12-13=744/188 .- •. 1 WEBS 2-18=355/102, 317=-16/325, 316=783/257, 4-16=-45/523, 5-16=142/309, . { 5-14=738/137, 6.14=-36/379, 7-14=851604, 7-13=1148/230, 8-13-315/2386, i 8-12=2887/482, 9-12=783/129, 1-18=268/2316 I ., � NOTES + 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0.1-12 to 54).3, Interior(1) 5.0-3 to 18-9-11, Exterior(2) 18-9-11 to 32-9-4, Interior(1) ( 32-9-4 to 48-8-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. ' 5)' This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5 FESS -6 I�. l 6) Refer to girder(s) for truss to truss connections: "uplift Q, 1E00 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib at joint(s) except Qt=1b) 19=289, 12=U4,'11=166. 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. W C 75435 C " LOAD CASE(S) Standard 1 EXR. 03/3112018 * lq 1 r OFCA0F September 19,2017 ' •®WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7472 rev. 10/03,2015 BEFORE USE. - R Design valid for use only with Mfrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly Ineorporete this design Into the overall building design. Bracing Indicated Is to prevent budding of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 o1 trusses and truss systems, see" -. ANSVTPI1 quality Criterla, 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 Hel hts CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a Center plate on joint unless x, y offsets are indicated. I6 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. /16 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves 1 2 3 TOP CHORDS c1-2 cza wide tans spacing, may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design looding,shown and never Q cze stack materials on inadequately braced trusses. O� ; �y� a O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locateb designer, erection supervisor, property owner and plates 0 -'Ag' from outside �'' u U CL all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. c� s C6-7 CS -6 0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the$ 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 of upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE sholl 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 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, sae, 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 in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supporls).00cur. Icons vary but _ - © 2006_MiTek® All Rights Reserved_ 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer_. ' reaction section iridicaiesjoint" 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/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, back. words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone isnot 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, POWER ro PERFORM." ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type i 1 Qty T a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall 6x6 • d [lyFcn R51751591 FOX_T A7 �• COMMON 2 1 d f 4x5 i . 2 1 Suite 109 - "I - Job Reference (optional tnaeavor homes, urovale. UA uonna.. - r.9su s Jur ca N. J m.. ex .neusu.es, mc. . aeP .e rage I D: pFjtg69z3LrB_BdP5UvtrAyfyhQhp W5az6m rtScgadjcC ByswcXps8b KLe?82 R FVyc7J9 21 -12 6.58 1084 119-0 20-9-+1 • 2sd-d 21- N3 3fs2-s 42-s-12 48-5-+2 . nM . 2-2-12 42-12 42-12 5812 Sb12 489 4$9 . 63-8 638 8-0-0 2-2-12 , r r Scale = 1:90.4 • - 5x6 =' • 8x10 M18SHS 3x8 = 6.o0 F,2 _ s ( q 4 ( a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall 6x6 d 3x5 i 3 23 '' MIT®k• f. 1 r - t• fabrication• storage• delivery, erection and bracing of trusses and truss systems, see ANSIRPi1 Quality Crtterla, DSB89 and BCSI Building Component 10 27 d f 4x5 i . 2 1 Suite 109 - "I - Chrus Heights, CA 95610 3x5 - 11 12 C1 f M lb 14x5 = 22 21 20 , 19 28 „ 18 29 17 30 18 1 31 15 14 13 4x5 =• 2x4 I I 3x8 = 3x5 = 5x6 = 3x8 = 2X4 I I 5x8 = 5x6 = i I 4x5 = 2x4 I I • - 2-2-12 • 5088 288 Be 108-0 15-9.0 20.9.11 25d-0 • 2010.13 W z-0�.0 4 4-2-1z. 512 5-0.12 4$-9 488 S3 -a 63-9 z 6-0-0 9W2 j 0-2-12 24).0 I Plate Offsets (X.Y): [4:0-3-0.0-3-01, [6:0-3-0.0-2-01, [8:0-7-0.0-2-01, 110:030.0-3-41 115:0-3-0.0-3-01 f 16:0-4-0.0-3-01 119:0-3-0.0-3-01. 121:0-3-8.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) Vdefl • Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.10 18-19 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.3018-19 >999 •240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.09 14 . ' n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 319 Ib FT = 20% t LUMBER BRACING , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except I BOT CHORD 2x4 DF No.2 1 2-0-0 oc purlins (42-10 max.): 6-8: WEBS 2x4 DF No.2 ! BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 518, 7-18, 7-16 REACTIONS .(Ib/size) 22=2164/0-58 (min. 0-2-7),14=2864/0-5-8 (min. 0-3-5), 13=43/0-58 (min. 0-1-8) ` Max Horz 22=-169(LC 17) Max Uplift 22=-334(LC 12), 14=-342(W.11 3). 13=-148(LC 27)' + Max Grav 22=2164(LC 1), 14=2864(LC 1), 13=137(LC 26) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. _ } TOP CHORD 2-3=2721/388, 3.4=2963/467, 45=2770/487, 56=2351/482, 6-7=2053/475; 1 7-8=1719/428, 8-9=1999/419, 9-10=1550/290, 10-11=127/934 BOTCHORD 20-21=-421/2347.19-20=384/2548,18-19=279/2338,17-18=-131/1875I ' 16-17=131/1875.15-16=-83/1236,14-15=717/186 L WEBS 2-22=2173/432, 2-21=356/2467, 3-21=591/136, 3-20=28/262, 419=-330/155, 519=-69/394, 518=739/246, 6-18=79.r612, 7-18=122/256, 7-16-713/139, 8-16=41/388, 9-16=87/590, 9-15-1123/228, 10-15=-307/2357, 10-14=2857/474, 11-14=756/129 , NOTES 1) Unbalanced roof live loads have been considered for�this design. 2) Wind: ASCE 7-10; Vu@=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0.0.0 to 5-0-14, Interior(1) 50-14 to 20-9-11, Exterior(2) 20-9-11 to 3411-11, Interior(1) 3411-11 to 50-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS , for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. r 4) All plates are MT20 plates unless otherwise indicated. - 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. Q�OFESSIt)N psi ' This been designed for live load 20.Opsf the bottom in rectangle 3-6-0 tall by 230 wide will 4!� 6) truss has a of on chord all areas where a 1 fit between the bottom BCDL = 10.Opsf. O 1 EOQ� 2C chord and any other members, with r '7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 22=334, ��� PQ. tS� J Jt Z C i. 14=342,13=148. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. w. 75435 c n w 7 - /3112018 LOAD CASE(S) Standard S .. OFCAUF September 19,2017'• ®WARNING --Verf y design parameters and READ NOTES ON TNIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MRekS 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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®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 ANSIRPi1 Quality Crtterla, DSB89 and BCSI Building Component 7777 Greenback Lane SafetyInformation available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Mexandda, VA 22314. - Suite 109 - "I - Chrus Heights, CA 95610 Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION 3/0 Center plate on joint unless x, y Failure to Follow Could Cause Property 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. 01 „ ' /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS cr-2 ata wide truss spacing, individual lateral braces themselves may require bracing, or allemative T. I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. p, stack materials on O �•� ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate a designer, erection supervisor, property owner and plates 0-'n6' from outside a u U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. C7-8 z css 0- BOTTOM CHORDS 6. Place plates on each face of truss at each T his 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 I. ' 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 load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum ploting 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 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 (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint - - C== ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. I—] 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with R project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSIAPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type r Qty PlyFox T a truss system. Before use, the building designer must verify the appli.abllity of design parameters and property Incorporate this design Into the overall 2x4 II 4x9 = 3x5 = y 5x6 = 3x9 = 2x4 II 5x8 = 5x6 =, 6x6 = 2x4 IF building design. Bracing Indicated is to prevent buckling of Individual Russ web and/or chord members only. Additional temporary and permanent bracing - 3x5 = R51751592 FOX_T As COMMON 5 1 t-2 ' Safety Information available from Truss Plate Institute, 218 N. Lee S:reet, Suite 312, Alexandria, VA 22314. 0.2.12 2ao Plate Offsets (X,Y): 14:0-3-0,0-3-01, Job Reference (optional enaeawr Homes, urvvme, a.r, aosw .. au s �m co c n eR mousmes mc. ue Z ' e wz - eu i r rug. i ID:pFjtg69z3Lr6_BdPSUvtrAyfy?r"3GVfjb073mGOT7JCPIluaVY8d1I NonS4h5H5sgyc7J6 '-2-1z 4-2-1z 4-'-1z 5a1'. r sal' 4.6-9 4aA -z-7 Jj 59A 59.8 59.8 2-2-1' a ' Scale = 1:90.4 5x6 6.00 ' 3x8 = 5x6 =3x5 September 19,2017 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDEDWTEK REFERENCE PAGE MI -7473 rev. 10/0312015 BEFORE USE. ' • Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not 4x5 = 24 23 22 'w 2130 20 91 : 19 32 16 17 33 16 r 15 • 14 4x5 = a truss system. Before use, the building designer must verify the appli.abllity of design parameters and property Incorporate this design Into the overall 2x4 II 4x9 = 3x5 = y 5x6 = 3x9 = 2x4 II 5x8 = 5x6 =, 6x6 = 2x4 IF building design. Bracing Indicated is to prevent buckling of Individual Russ web and/or chord members only. Additional temporary and permanent bracing - 3x5 = M�T®k` 1 2-2.12 - 50-8-8 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB.89 and BCSI Building Component 2 3L 280 az-12r • a2-72 5812 aSa82 aa275 t-2 ' Safety Information available from Truss Plate Institute, 218 N. Lee S:reet, Suite 312, Alexandria, VA 22314. 0.2.12 2ao Plate Offsets (X,Y): 14:0-3-0,0-3-01, [6:04-0,0-2-81. f8:0---0,0-2-81. [11:0-3-0.0-3-01, [16:0-3-0.0-3-01, (18:0-2-12.0-3-01,121:0-3-0.0-3-01. 123:0-3-8.0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL,-' in (loc) I/deft, L/d PLATES GRIP TCLL 26.0 Plates Increase 1.25 TC.. 0.45 Vert(LL) ' -0.15 16-17 >999 360 MT20 220/195 TCDL 20.0 1 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.50 16-17 >999 ' 240 BCLL 0.0 " Rep Stress Incr YES WB 0.51 Horz(TL) 0.19 14 n/a n/a 1 BCDL 10.0 Code IBC2012/TP12007 (Matrix) : Weight: 342 Ib FT = 20% t LUMBER BRACING t TOP CHORD 2x4 OF No.2 _ TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except BOT CHORD 2x4 OF No.2. , 2-0-0 oc purlins (3-7-2 max.): 6-8. WEBS 2x4 DF No.2 r < BOT CHORD Rigid ceiling directly applied or 6.40 oc bracing. }1 ,' ; WEBS • 1 Row at midpt 5-20, 7-20, 7-18, 9-18, 10-17 REACTIONS (Ib/size) 24=2535/0-58 (min. 0-2-14), 1a=2535/0-5-8 (min 0-2-14) Max Horz 24=-169(LC 13) Max Uplift 24=-369(LC 12), 14=-369(LC 13ii - e FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=3301/471, 3-4=3671/568, 4-5=3539/596, 5-6=3175/599,'6-7=27681577' " F 7-8=2765/576, 8-9=3131/660, 9-10=-3271/593,10-11=3675/589, 11-12=3597/517 BOT CHORD 22-23=465/2865, 21-22=438/3184, 20-21=338/3026, 19-20=247/2770, 18-19-247/2770,17-18=265/2741,16-17=358/3151.15-16=373/3115 = WEBS 2-24=2566/488, 2-23=-430/2988, 3-23=734/157, 3-22=38/400, 4-21=-274/148, 5-21=-65/344, 5-20=675/242, 6-20=135/979, 7-20=-401/120, 7-19=0/254, 7-18=396/117, 8-18=256/1127, 9-18=88(5/269, 9-17=104/463, 10-17=634/229, t 11-15=518/140.12-15=431/3083.12-14=2565/508 - i NOTES' r 1) Unbalanced roof live loads have been considered fol tf is design. r 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph;'TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS ' , j (envelope) gable end zone and C -C Exterior(2) 0-0-0 tc• 5-414, Interior(1) 50-14 to 20-9-11, Exterior(2) 20-9-11 to 34-11-11, Interior(1) ' 34-11-11 to 50-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard 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 = i0.Opsf. r ipOFESSI 0 Q N l 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 24=369, �,� TE�� 14=369. 1 �O OSF tib. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. o C75435 c� n LOAD CASE(S) Standard C 18 C V1 �- September 19,2017 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDEDWTEK REFERENCE PAGE MI -7473 rev. 10/0312015 BEFORE USE. ' • Design valid for use only with MITekO 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 appli.abllity of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Russ web and/or chord members only. Additional temporary and permanent bracing M�T®k` Is ahvays required for stability and to prevent collapse with possible pe-sonal Injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB.89 and BCSI Building Component 7777 Greenback Lane ' Safety Information available from Truss Plate Institute, 218 N. Lee S:reet, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 r 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. 6 4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ff-in-sixteentis. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stobifity bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 01 „ 2. Tans bracing must be designed by an engineer. For -/16" 1 2 3 TOP CHORDS C1-2 cza wide truss spacing, individual lateral braces themselves may require bracing, or aftemative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �'> ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U >b ' = designer, erection supervisor, property owner and plates 0-'n6' from outside a �' u U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. cra �r csa 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 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% of 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 placing 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 -131 1, 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 purtins 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 (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved _ 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. - ` reaction section indicates joint _ 0 ® 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. MiTek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSWPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type [16:0-3-0.0-3-01. [18:0-2-12.0-3-01. 121:0-30.0-3-01. [23:0-3-8.0-2-01 I r ' LOADING (psf) Fox -T CSI DEFL 10ty �Ply 851751593 FOX A9 • COMMON •• 1 1 ' —T Lumber Increase 1.25 ' ' BC 0.63 Vert(TL) Job Reference (optional env nvmea, vrvvnro, a.n cocoa - m <o <v w mi. ex mauames, mc. . ue aeP rn uo — zu1 r rage 1 ID:pFjtg69z3LrB BdP5UvtrAyfy7r-TrAnMd2tMgebKbin4tJbC7AfsEt4?8BWN3VfT9yc7J3 2.2-12 4-2-12 + 4.2-125-0-12 512 41.9 , 41-9 -z-7 51-8 S91 5-01 2-2-12 - Scale = 1:90.4 • 5z6 = 3x8 = 5x6 =3x5 di d 'f 1 � 1 ' 4x5 = 24 23 22 _ 21 30 20 ;,31 ' 19 32 18 17 33 16 - 2x4 -II 4x8 = 3x5 = �. ' 5x6 =' 3x8 = 2x4 II ' 5x8 _ _ 5x6 = 1 3x5 = •15 ' 6x6 = 2-2-12 • ' • 508.8 1 104-4 4 36-10-12 { 2-0-0 F2-12 4-2-12 5 12 5 12 4a -s 4$a • -2-7 S -0-B 588 5$8 6 - 2 t 0z-12 211-0 Plate Offsets (X.Y): 14:0-3.0.0-3-01. f6:0-4-0.0-2-81. [8:0-4-0.D-2-81. [11:0-3-0.0-3-01. [16:0-3-0.0-3-01. [18:0-2-12.0-3-01. 121:0-30.0-3-01. [23:0-3-8.0-2-01 I r ' LOADING (psf) SPACING 2-0-0 CSI DEFL In A(loc) Udefl Ud PLATES GRIP TCLL 20.0 ' Plates Increase . 1.25 TC 0.45 Vert(LL) -0.15 16-17 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 _ Safety IMormatlon avallable from Truss Plate Institute, 218 N. Lee Street, Suke 312, Alexandria, VA 22314. BC 0.63 Vert(TL) -0.50 16-17 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.19 14 n/a n/a + BCDL - 10.0 ' t Code IBC2012ITP12007 (Matrix) Weight: 342 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (3-7-2 max.): 6-8. { WEBS ' 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. i - WEBS' 1 Row at midpt r 5-20, 7-20, 7-18, 9-18, 10-17 REACTIONS (Ib/size) 24=2535/0-5-8 (min. D-2-14),.14=2535/0-5-8 (min.. 0-2-14) Max Horz 24=-169(LC 131 - Max Uplift 24=-369(LC 12), 14=-369(LC 13) r FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=3301/471, 3-4=3671/568, 4-5=3539/596, 5-6=3175/599; 6-7=2768/577, j 7-8=-2765/576, 8-9=3131/660,9.10=-3271/593, 10.11=3675/589, 11-12=-3597/517 - 1 BOT CHORD 22-23=-465/2865, 21-22=-438/3184, 20-21=338/3026, 19-20=-247/2770, 118-119=247/2770,117-18=-265/2741, 16-17=358/3151, 15-16=-373/3115 WEBS 2-24=2566/488, 2-23=-430/2988, 3-23=734/157, 3-22=38/400, 4-21=-274/148, 5-215/344, 5-20=675/242, 6-20=136/979, 7-20=-401/120, 7-19=0/254, 7-18=396/117, 8-18=-256/1127, 9-18=686/269, 9-17-104/463, 10-17=634/229, 1 11-15=518/140,12-15=-431/3083,12-14=2565/508 �- NOTES, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-0-0 to 5-0.14, Interlor(1) 5-0-14 to 20-9-11, Exterior(2) 20-9-11 to 3411-11, Interior(1) } 3411-11 to 50-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 F ' 3) Provide adequate drainage to prevent water ponding. " I 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 1 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 i fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)'except at=1b) 24=369, 14=369. 7) Graphical purlin representation does not depict the size, or the o,ientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard , F Q\kOFESS/0 1E00 �Fyc CO i W C 75435 * cr- EXP, 03/31/2018 • � vFCAU�". September 19,2017 ®WARNING - Ve ft design pammeters and READ NOTES ON THIS AND INCLUDED MITE K' REFERENCE PAGE M114473 rev. f0/03R01S BEFORE USE. . Design valid for use only with Mrrek® 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 T , 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 .MIT®• fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see '= ANSVTPII Quality Criteria, DS819 and BCSI Building Component 7777 Greenback Lane _ Safety IMormatlon avallable from Truss Plate Institute, 218 N. Lee Street, Suke 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 1 1� 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. 1 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. 1 „ 0' /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS C1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or allemotive T. 1, or Eliminator bracing should be considered. W EBS4 3. Never exceed the design loading shown and never p, stack materials on inadequately braced trusses. O �•� ; �y� 3 O 4. Provide copies of this truss design to the. building For 4 x 2 orientation, locate U vb a = designer, erection supervisor, property owner and ,ANplates 0 'n6' from outside o �' u U all other interested parties. edge of truss. a0 5. Cut members to bear tightly against each other. cz_e CA-7 C54 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 MfTek 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 appricable 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-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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but - - © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. . 16. Do not cut or after 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/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 is not sufficient. DS B-89: Design Standard for Bracing. MiTek- BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty ,• Fox T - �• r 1 JPly R51751594 FO)LT -. A10 COMMON 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIII quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane '1 Suite 109 Job Reference o tlonali tnoeavor momes, urowne, GA aatlbb (.4ju s Jai zb zuls MI I eK Inauslnes, Ine. I ue bep lw ub:zu:su zul r Page 1 ' - ID:pFjtg69z3Lr6_BdPSUvtrAyfy?r-ISUCT2iJy46azluOR7pO3DOsEyO2SSuOxjjGTnyc7JV SS9 12-7-10 1&9.11 23-4-4 27-10.13 2 1 33-53 37-9 42-1-9 4B-6-8 • SS8 - 62-1 6.2-1 " 4-Cr9 4�r9 -2-3 - 4-4-3 4-4-3 4 -4 - Scale= , . Scale = 1:84.0 4x5 5x6 = .. 3x5 = 5x6 — 3x5 4 r 5 - a 7- 22 21 - 20 19 18 17 16 15 14 13 12 3x4 I I 4x5 = 5x6 = 23 3x5 = ` 24 5x6 = 25 3x8 = 4x4 = 4x4 = 4x4 = 4x4'11 + 8x8 SS8 12-7-10 18-9-11 23.4-4 27-10-13 2 1 3353 37-9-6 42-1-9 48-8-6 SS9 8.2-1 6.2-1 4.6.9 4.6.9 -2-3 4-0-3 4.4-3 4-43 4.6.15 Plate Offsets (X,Y): 11:0-2-0,0-1-81, f4:0-3-8,0-2-41, f6:0-3-0,0-2-01, f10:0-30,0-3-01, f12:Edge,0-3-81, [18:0-2-8.0.301, [20:0-3-0.0-3-01 LOADING (psf) SPACING 2-0.0 ' , CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL • 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.02 19-20- >999 360 MT20 220/195 r TCDL 20.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.09 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr NO • WB 0.66 1 Horz(TL) 0.01 12 n/a • n/a BCDL 10.0 Code IBC2012rTP12007 (Matrix) Weight: 346 Ib FT = 20% LUMBER • BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-31 oc purlins, except BOT CHORD 2x4 DF No.2 'Except j, end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. 12-16:2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS .r 2x4 DF No.2. WEBS 1 Row at midpt 319, 4-1%4-18, 5-18, 517, 6-17, 7-17, 7-16; 8-16 , REACTIONS All bearings 29-3-0 except (jt=length) 12=0-58. (lb) - Max Horz 22=-149(LC 6) ' Max Uplift All uplift 100 Ib or less at joints) 22, 21, 19, 18 except 20=-124(LC 8), 17=107(LC 4),16=355(1_& 9),12=1167([_C 9) r Max Grav All reactions 250 Ib or less at jcint(s) except 22=334(LC 19), 20=504(LC 21), 21=527(1_C 19), 19=546(LC 2), 18=518(LC 2), 17=757(LC 20), 16=1580(LC 20), 12=1150(LC 20) . FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. t TOP CHORD 3-4=0/355, 4-5=0/358, 56=0/465, 6-7=0/535, 7-8=0/602, 8-9=257/88, 9-10=-908/160, 110-111=1350/1195.1-22=270162, 11-12=948/161 BOT CHORD 21-22=200/337, 17-18=352/242, 16-17=-463/263,'14-15=-25/744, 1314=-139/1130, 12-13=79/290 WEBS 2-21=374/125, 320=-283/107, 4-18=-340/66, 617=346/80, 6-17=-425/73, 8-16=1283/305 8-15=166/1087 9-15=929/229 9-14=90/693 10-14=-489/144 11-113=61/865 h r j NOTES ' 1) Unbalanced roof live loads have been Considered for this design. - - 2) Wind: ASCE 7-10; Vult=110mph (3second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4,2p5f; 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=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 36-0 tall by 2-0-0 wide will f fit between the bottom chord and any other members, with BCDL = 10.0psf, i 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wIthstanding 100 Ib uplift at joints) 22, 21, 19, 18 except ! (jt=1b) 20=124.17=107, 16=355,12=167. +' ' 8) Girder carries tie-in span(s): 5-0-0 from 29-1-0 to 46-8-8' t r• 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Z LOAD CASE(S) Standard 1 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase -1.25 I f V QpOFESS/ON TEOpo�Fy. W C 75435 c EXP. 03/31/2018 OFCAIW September 19,2017-, I Continued on Dage 2 - + ®WARNING - Verity, design pammetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII -7473 rev. 10109/2015 BEFORE USE. ,• Design valid for use only with MRekO 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 WOW always required for stability and to prevem 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 ANSVTPIII 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. r Suite 109 Citrus Heights, CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-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. 1 „ 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS C1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p �e 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 n6' from outside a �'' u U all other interested parties. edge Of truss. a0 5. Cut members to bear tightly against each other. C7-8 C6.7 C5-4 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 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 wit 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 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 comber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 'Q�� (supports) occur. Icons vary but © 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 on 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/TPI1: National Design Specification for Metal 19. Review oil 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. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Tmss Type . « ' s . 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 appli.ability of design parameters and properly Incorporate this design Into the overall - building design. Bracing Indicated Is to prevent buckling of Individual fuss web and/or chord members only. 'Additional temporary and permanent bracing ]Qty Is always required for stability and to prevent collapse with possible pe-sonal Injury and property damage. For general guidance regarding. the JPly1FoxTR517OX_T fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component • Safety Information available from Truss Plate Institute; 218 N. Lee greet, Suite 312, Alexandria,' VA 22314. e _ . - 7777 Greenback Lane Suite 109 - - Citrus Heights, CA 95610 A10 CCMMON 1 Job Reference (optional cnueaw. nunrcs, vruv, e, . a r.— s aui ca cu ra mr r ex mausrnes, mc. i ue aep is w;zu:au zui r rage I D:pFjtg69z3LrB_BdP 5UvtrAyfy7r-IS UCT2iJy46azluO R?p03DOsEyO2S Su OxB GTnyc7JV LOAD CASE(S) Standard Uniform Loads (pff) Vert: 14=80, 4-6=-80; 6-11=80, 16-22=20, t2 -16=84(F=64) - ®WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 appli.ability of design parameters and properly Incorporate this design Into the overall - building design. Bracing Indicated Is to prevent buckling of Individual fuss web and/or chord members only. 'Additional temporary and permanent bracing MIT®k• Is always required for stability and to prevent collapse with possible pe-sonal Injury and property damage. For general guidance regarding. the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component • Safety Information available from Truss Plate Institute; 218 N. Lee greet, Suite 312, Alexandria,' VA 22314. e _ . - 7777 Greenback Lane Suite 109 - - Citrus Heights, CA 95610 r + • ®WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 appli.ability of design parameters and properly Incorporate this design Into the overall - building design. Bracing Indicated Is to prevent buckling of Individual fuss web and/or chord members only. 'Additional temporary and permanent bracing MIT®k• Is always required for stability and to prevent collapse with possible pe-sonal Injury and property damage. For general guidance regarding. the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component • Safety Information available from Truss Plate Institute; 218 N. Lee greet, Suite 312, Alexandria,' VA 22314. e _ . - 7777 Greenback Lane Suite 109 - - Citrus Heights, CA 95610 Symbols Numbering System 0 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. 0-1/.- 2. Truss bracing must be designed by an engineer. For 6 1 2 3 TOP CHORDS c1-2 c2 7 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should he considered. WEBS3. Never exceed the design loading shown and never inadequately braced trusses. pNc,�� stack materials on of O �•� � O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and plates 0 -'Al' from Outside a U all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. c7-8 C6-7 CS -6a0 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 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 load deflection. the length parallel to slots. 11. Plate type, sae, 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 -131 1, 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 purlins provided at output. Use T, 1 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 (supports) occur. Icons vary but © 2006 MTek® All Riqhts 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: AN$I/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Ta PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty Ply Fox -T • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■ R51751595 FOX G1 GABLE 1 - 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component —T 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. _ .. Job Reference o do al tnaeavor homes, uroviue, cA tioubo i S47 104-:0 * 15.4-12 5b2 5h2 I 3x4 = 4 5 6 r.4du s dot zo zu1:1 mi i ex mausmes, mc. i ue aep 1b m:zl:ul zut f rage 1 ID:pFjtg69z3Lr8 BdP5UvtrAyfy?r-uQsw_f4mfbOAB2mM19slpmoC3S91CaAy4lkP4Uyc7JO z0.6 -a I z5-&5 30.9-6 , 32-11-0 51-12 51-12 5615 2-1-12 . a 1. ' Scale = 1:62.7 . A WARNING 4Xbi Design valid for use only with MrrekS 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 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 I ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. _ .. - Citrus Heights. CA 95610 jig 2x4 II ♦4X8 = . 29 28 •27 28 25 24 23 22 .. 21 20 19 • 18' 17 18 15 14 1312 - 11 , 5x6 = 5x6 = 32-11-0 154-12 20-66 " , 2585 I l 30.9-0 30' -0 5-4-7 5-0.2 50.2 - 51-12 51-12 5615 0. - 2 2-0-0 Plate Offsets (X Y): 12:0-3-0.0-3-011, 15:0-2-0.Edgel, 18:0-3-12,0-2-01, 110:0-4-0.0-2-11. 112:0.3-0.0-3-01.128:0-3-0.0-3-01. f46:0-2-0.0-0-31' 1 LOADING (psf) SPACING .. 2-0.0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.01 28-29 >999 360: MT20 220/195 TCDL 20.0 Lumber Increase , 1.25 BC 0.15 Vert(TL) -0.03 28-29 >999 240 ' BCLL 0.0 ' Rep Stress Incr YES 'WB 0.24 Horz(TL) 0.01 11 , n/a n/a < , 11 BCDL 10.0 , Code IBC2012rTP12007 (Matrix) Weight: 264 Ib FT = 20% LUMBER BRACING TOP CHORD .2x4..DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2' end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std *Except* 10-0-0 oc bracing: 28-29. 4-21,6-20: 20 DF No.2 WEBS 1 Row at midpt 4-21,6-20 4 REACTIONS All bearings Mechanical. (lb) - Max Horz 29=145(LC 13) Max Upllft All uplift 100 Ib or less atjoint(s) 11, 21, 20, 27 except 28=-190(C612), 12=159(1_C 13),25=1167(1_C 12),116-1181(!_C 13); 13=1152(LC 3) Max Grav All reactions 250 Ib or less at joints) 29, 27, 26, 24, 23, 22.'19. 18, 17, . 15,14 except28=510(LC 1), 12=511(LC 1), 11=449(LC 26), 11=443(LC 1), 21=360(LC 25), 20=339(LC 26), 25=387(LC 1), 16=417(LC 1) FORCES (lb) -Max. Comp./Mex. Ten. -All forces 250 (lb) or less except when shown. t 'BOTCHORD 28-29=139/250 WEBS 2-28=384/177, 8-12=3861180, 9-11=-363/127, 1-28=-287/239, 4-21-323/97, t 6-20=302/76, 3-25=381/177, 7-16=-40.3/193 NOTES ( 1) Unbalanced roof live loads have been considered for this design. t 2) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-1-12 to 3-5-4, Interior(1) 3.5-4 to 15-412, Exterior(2) 15-4-12 to 1848-4 zone; / cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 1 Lumber DOL=1.33 plate grip DOL=1.33 ' 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. "- pFESSI' 4) All plates are 1.5x4 MT20 unless otherwise indicated. , Qi Ory - �Y +. 5) Gable studs spaced at 1-40 oc. 6) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. p�� TEO ���f+��� psf 7) • This truss hes been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. h .7 ijt o .0 75435 8) Refer to girder(s) for truss to truss connections. 1 , W C 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift atjoint(s) 11, 21, 20, 27 except P. 03/ 18 '(jt=1b) 28=190,12=159. 25=167,16=181, 13=152. * 1 l LOAD CASE(S) Standard r • q Cl OFCALW ' - September 19,2017- 9,2017• ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MrrekS 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 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 I ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. _ Suite 109 ' - Citrus Heights. CA 95610 Symbols Numbering System A 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. 1 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in N-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. r, 2. Truss bracing must be designed by an engineer. For �1 ' /16 1 2 3 TOP CHORDS cr-z csa wide truss spacing, individual lateral braces themselves may require bracing, or oltemative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. Q, stack materials on O �•� ; � 3 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-'Al' from outside a �'° u U all other interested parties. _ edge Of truss. p 5. Cut members to bear tightly against each other. cr a cba cs� 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/TP1 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 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 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 specified. Indicated by symbol shown and/or ESR-131 1, 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 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 (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved -- - --- 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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. 1 B. Use of green or treated lumber may pose unacceptable -- environmental, health or performance risks. Consult with project engineer before use. Industry Standards' -- ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction. ® and piuf cie before use. Reviewing pictures alone is not sfflcienf. DSB-89: Design Standard for Bracing. MiTe k SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss . Truss Type r Qty Ply Fox -T 17 3x4 6 851751596 FOX_T G2. COMMON 3 1 a 3x4 = 2x4 II 4x4 = 3x5 - 5x8 = Sx6 = 1.5x4 II 'Job 32-11-0 ' 51-4 1030 15-4-12 - 23-0-9 Reference tootionah Endeavor Homes, urovNe, CA uov6o 7.430 s Jur 20 2u13 Ni I ex induslnes. Inc. I ue Sep iv 06:2i:02 201 / rage 1 ID: pFjlg69z3LrB_BdP5UvlrAytytr-McOIB75OQv81 pCLYJjOXMzLHgrGvx7b6lhTzcwyc7J7 5-1-0 10J-0 15-0-12 23-0-8 30-8-4 , 32-11-0 Std . 57-12 57-12 •, - 7-7-12 - - 7_7.12 - 2 - Scale = 1:60.2 1. 4x6 6.00 12 - - 4 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIP7473 rev. 10/03120/5 BEFORE USE. Design valid for use only with MtTek0 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 A�• building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing �y�IT®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 ANSVTPII Quality Crtterla, OSB49 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 Chrus Heights, CA 95610 4x4 i _ 17 3x4 6 , 13 _ 12 11 10 9 a 3x4 = 2x4 II 4x4 = 3x5 - 5x8 = Sx6 = 1.5x4 II 32-11-0 ' 51-4 1030 15-4-12 - 23-0-9 30-84 3 -0 f 5-1-0 St -12 ' 5-1-12 7-7-12 7-7-12 - 0. - 22-0-0 Plate Offsets KY): ILO -1-0.0-1-81. 1310-3-0.0-3-0t. 15:0-4-0,0-3-41. 19:0-3-0.0-3-01. [10:0-4-0.0-301 LOADING (psf) SPACING 2-0-0 CSI DEFU In (loc) - I/deft. Ud PLATES GRIP 1 TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL)' -0.07 9.10 >999 360 MT20 220/195 t TCDL 20.0 Lumber Increase 1,.25 • BC 0.51 Vert(TL) -0.22 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB • 0.36 ' Horz(TL) 0.03 8 n/a n/a - BCDL 10.0 Code IBC2012/TPI2007 • (Matrix) Weight: 175 lb FT = 20% LUMBER BRACING 1 TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, except - BOT CHORD, 2x4 DF No.2 end verticals. ' WEBS 2x4 DF No.2 ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: ' 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-10 REACTIONS (Ib/size)' 13=-4/Mechanical; 12=1818/0-5-8 (min. 0-1-15), 8=146.3/0-5-8 (min. 0-1-9) - Max Horz 13=-145(LC 13) Max Uplift 13=-80(LC 26), 12=289(1_C 12), 8=252(1_C 13) 4 Max Grav 13=67(LC 25), 12=1818(LC 1), 8=1463(LC 1) • , FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-68/397,2-3=-897/193, 3-4=1050/259, 4-5=11106/250,5-6=1661/276 4 BOT CHORD 11-12=297/178, 10-11=85/707, 9-10=126/1364 ' WEBS 2-12=11625/303.2-11 125/1188, 311=602/112; 310=29/288, 4-10=-55/405, 5-10=659/240, 6.9=162/1232, 6-8=11352/344,11-12=432/129 1 NOTES 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuR=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS . (envelope) gable end zone and C -C Exterior(2) 0.1-12 to 35-4, Interior(1) 35-4 to 15-4-12, Exterior(2) 15-4-12 to 18-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 " k 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 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any.other members. i 5) Refer to girder(s) for truss to truss connections. r 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 13 except (jt=lb) 12=289, 8=252. pFESS/ 'S O 1 Q LOAD CASE(S) Standard TEOQOs�CFyC. ��� 1, �� t w C 75435 c _ EXP. 03/31/2018 OFCAl1 i September 19,2017 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIP7473 rev. 10/03120/5 BEFORE USE. Design valid for use only with MtTek0 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 A�• building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing �y�IT®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 ANSVTPII Quality Crtterla, OSB49 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 Chrus Heights, CA 95610 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. I6 4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates t0 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. 1 n 0' /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS C1-2 c2-3 wide truss spacing, individual lateral braces themselves may require bracing, or aBemative T, I, or Eliminator bracing should be considered. WEBS sae 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O�'� 3 �y� 3 = 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 Ag' from Outside a �'' v U all other interested parties. edge Of truss. 5. Cut members to bear tightly against each other. C7-8 r CS -6a0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 jointand 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 I. ' 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, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are m nimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be at the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 96048, 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, or less, if no ceiling is installed, unless otherwise noted. BEARING dlIndicates location where bearings (supports) occur. Icons vary but © 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 I� ® 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/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 is not sufficient. B-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER 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 I Truss Truss Type «.• r • Qty Ply F..—T �, ` 851751597 FOX_T G2E COMMON r 8 1 _ isbdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7PI1 Quality Criteria, DSB489 and BCS, Building Component 7777 Greenback Lane "Job Suite 109 Referenco(optional) enaeawr names, n nnnao - anp rn vac rw air rage . 1 w ID:pFjtg69z3LrB_BdP5UvtrAyfy?r-qp_gPK60ADGuRMwktQvmvBuQ5FXJgSMFXLDW8Myc7J_ 556 12-4-12 15<-12 184-12 i 2458 3048-4 32-11-0 S." 7.4-6 3-0-0 350 '- 01-12 6.1-12 Scale = 1:60.6 . _ 6.00 12 3x4 4 ! 3x6 r 14 13 12 11 10 3x4 II � 4x4 = 4x4 = 4x4 = - + 5x12 = 6x8 = 4x5 = 9 1.5x4 II 1 32.11-0 1 5.04 12.4.12 16-0-12 2458 3044 3l4 -0 I sOd - 7-44 e-0-0 01-12 - 6.1-12 0 . 2 2-00 Plate Offsets (X.Y): [3:0 4 0,0-3-41. WO -2-0. Edge], 16:0-3-0.Edgel, [11:0-2-8.0-3-01.112:0-4-12.0-2-81 LOADING (pso SPACING 2-0-0 CSI I DEFL in (loc) Udefl Ud PLATES GRIP - TCLL 20.0 Plates Increase 1.25 - TC 0.81 Vert(LL) -0.18 10-11 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.59 10-11 >521 240 F + BCLL 0.0 ' Rep Stress Incr NO 'WB 0.32: Horz(TL) r 0.06 9 n/a n/a ! BCDL 10.0 Code IBC2012/rP12007 4• (Matrix) Weight: 182 Ib FT = 20% LUMBER R BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or_3-7-8 oc purlins, except {i{ BOT CHORD 2x4 DF No.2 'Except` end verticals. { 1 11-12: 2x6 DF No.2 G t BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1i WEBS 2x4 DF No.2 WEBS 1 Row at midpt 3-5 " REACTIONS (Ib/size) 14=1075/Mechanical, 13=678/0-3-8 (min. 0-1-8), 9=1776/0-5-8 (min. 0-2-0) Max Horz 14=-145(LC 13) Max Uplift 14=387(LC 13), 13=-437(LC.12), 9=345(1_C 13) Max Grav 14=1260(LC 26), 13=1191(LC 25), 9=1776(LC 1) 1. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1747/587, 2-3=2107/469, 5-6=2111/427, 6-7=2315/435, 1-14=1189/393 • BOTCHORD 12-13=328/1530, 1.1-12=-151/1728, 10-11=282/1966 t I WEBS 2-113=1 1781430, 2-12=190/741, 3-12=-89/433, 5-11=-46/489, 6.11=316/158„ 6-10=282/108,7-10=-285/1950,7-9=-1767/398, 1-13=456/1424, 3-5=_1711/436 t NOTES ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) D-1-12 to 3-5-4, Interior(1) 3-5-4 to 15-412, Exterior(2) 15-4-12 to 18.6-8 zone; cantilever. left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; ' Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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, •Kith BCDL = 10.Opsf. ' 51 A plate rating reduction of 20% has been applied for the green lumber members. h 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 Ib uplift at joint(s) except (jt=1b) 14=387, . 13=437,9=345. t 8) 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 r 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - Uniform Loads (pit) + Vert: 1-4=-80, 4-8=-80, 12-14=-20, 11-12=-601F=40), 8-11=20 .. •` ! September 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid forum only with Mfreke connectors. This design is baud 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 IndMdual .cuss web and/or chord members only. Additional temporary and permanent bracing « M iT®k�' ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ isbdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7PI1 Quality Criteria, DSB489 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Suite 109 Citrus Hel hts CA 95610 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. 6 4 8 dimensions shown in ft4n-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 SCSI. -/1611 01 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS / c1-2 cxa wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS ego 4 3. Never exceed the design loading shown and never o stock materials on inadequately traced trusses. O �•� ; � 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U eb = designer, erection supervisor, property owner and plates 0-'Ae from outside a �' u U all other interested parties. edge Of truss. all 5. Cut members to bear tightly against each other. '- Cz� cba cs� BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates theg 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 the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is comber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, 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 purfins 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 (supports) occur. Icons vary but - © 2006 MiTek® All Rights Reserved -- 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section indicaies 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures( before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ry PERFC7RM." ANSIAPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 i r ° Qty Job Truss Truss Type • ;. Qty ... 1 Fo)LT 12 • y + 15 3x5 1 - 1PIy, 851751598 � FOX T G3 COMMON 15 1 )� . 11 10 9.. a 7 3x4 = • 10x16 II . 4x4 = 5x8 = ' 5x6 = Job Reference o- do al L:naeavor nomes, unnnue, uA tpovba 7-10-2 7-10.2 - • _ 1.43U s ita 2* zU1J MI I eK utoustnes, Inc. I us sep lt1 uw2uu,4 zul / rage 1 ID: pFjtg69z3LrB_BdP5UvtrAyfy4r-17Y2cg6exW012vwxQ8Q7ROQdjfxcPw5Pm?y4fpyc7lz 154-12 23-0-8 30-1-4 32-11-0 7-0.10 D 7-7.12 7-7-12 t Scale = 1:60.2 5X6 = 1 • -• 6.00 F12 F 3 j + • 1 '13 " 5x8 4 2 , 14 .. Y . 4 ... 1 1 12 • Y 15 3x5 1 - ° r 1 _� 5 - )� . 11 10 9.. a 7 3x4 = • 10x16 II . 4x4 = 5x8 = ' 5x6 = 1.5x4 II - ' - - 32-11-0 ( a 7-10.212 23-" ' ' 154. 30.84 30. -0 I 7-10-2 76-10 7-7-12 7-7-12 0.- 2 t Plate Offsets (X,Y): f2:0-40.0-3-41, f4:0-4-0.0-3-41,18:0-3-0,0-3-01, f9:0-4-0,0-3-01, [11:Eilge,0-3-81 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP.' TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) - -0.07 8-9 >999 360 s MT20 220/195 1 TCDL 20.0 Lumber Increase 1.25 BC 0.56 Vert(TL) , -0.27 8-9 >999 240 - BCLL 0.0 ' Rep Stress Incr YES " WB 0.29 Horz(TL) 0.06 ' 7 n/a n/a BCDL ,11 0.0 Code IBC2012lrP12007 (Matrix) _ Weight: 166 Ib FT = 20%' j LUMBER a ' BRACING - 1 ' TOP CHORD '2x4 DF No.2 r ° TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. , WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ; i WEBS 1 Row at micipt 2-9,4-9 REACTIONS (ib/size) 11=1519/Mechanical,7=1758/058 (min. 0-1-14)") 1 Max Horz 11=-145(LC 13) , Max Uplift 11=232(1-C 12), 7=279(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD 1-2=-2187/339, 2-3=1689/336, 3-4=1691/330, 45=2165/322, 1-11=1445/275 t BOT CHORD 10-11=208/483, 9-110=306/1824,8-9-i 180/1811 WEBS 2-9=-610/231, 3-9=94/802, 49=591/233, 5-8=220/1659, 5-7=1644/386, 1-10=121/1391 - NOTES ; 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-1-12 to 3-5-4, Interior(1) 3-5-4 to 15-4-12, Exterior(2) 15-4-12 to 18-8-4 zone; ' cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; ' Lumber DOL=1.33 plate grip DOL=1.33 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) Refer to girder(s) for truss to truss connections.; t i 6) Provide mechanical connection (by others) of truss to tearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 11=232, 7=279. - t LOAD CASEStandard , Q�OFESS0S) H � �a/ �. LU C 75435 c IAJ IX r EXP. 03/31/2018 .' OF. CALW 'h September 19,2017 .x WARNING • Varlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. r Design valid for use only with MITek0 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 So • building design. Bracing indicated Is to prevent budding of IndMdual Cuss web and/or chord members only. Additional temporary and permanent bracing r • A'T®1R�' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Welk' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPit quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mwrandda, VA 22314. - - Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/e 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 N-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 8CSI. - 1 0-/1611 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS CT-2 c23 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS3. Never exceed the design loading shown and never p materials on inadequately braced trusses. NCstack O �`'� O4. Provide copies of this truss design to the building For 4 x 2 orientation, locate v = designer, erection supervisor, property owner and plates 0 rn6' from Outside o U all other interested parties. edge of truss. a0 5. Cut members to bear tightly against each other. C7-82 cs-6 BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots In locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available In MfTek 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 4x4. 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, sae, 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, 96048, 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, 1 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 (supports) occur. Icons vary but © 20s Reserved - -- _ - _ _ -06 MTek® All Rights Res_rved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior of an engineer. approval - = - reaction - ` rean section indicates jornt _ - • t� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable b9d— — environmental, health or performance risks. Consult with project engineer before use. Industry Standards' ANSI/TPII : National Design Specification for Metal 19. Review all portions or this design (front, back, words Plate Connected Wood Truss Construction. o and pictures) before use. Reviewing pictures alone isnot 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, POWER 1170 PERFORM.- ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type a + {, .. ;Qty 6.00 12 Ply T WEBS 4-10=91/789, 5-10=591/233, 6-9=21211649, 6-8=1638/385, 3-10=591/234, M Tek° ` 2-11=212/1649, 2-12=1638/385 7Fox R51751599 FOX_T G4 COMMON 1 I (envelope) gable end zone and C -C Exterior(2) 0-0-0 to 3-6-1, Interior(1) 3-6-1 to 17-6-4, Exterior(2) 17-6-4 to 21-0-5 zone; cantilever left _ plate grip DOL=1.33 • - x Sx6� 5 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Rgference (optional) ....... .Homes, vrowue, i.r, nonon , ..V i rays c ID:pFjtg69z3LrB_BdP5UvtrAyfy,B5Rg07GigWcgg47_rxE_czoU3Hi8NNY_fidCFyc7ly 2-2-12 &10-9 17l> -d - 25-2-0 32-9-12 35-0-9 r2-2-12 1-7-12 - 7-7-12. 7-7-12 7-7-12 2-2-12 • Scale = 1:61.5 t 5x6 = ., t FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2155/322, 3-4=1680/327, 4-5=16+30/327, 5-6=2155/322 6.00 12 Y BOT CHORD 10-11=309/1802, 9-10=174/1802 6 , WEBS 4-10=91/789, 5-10=591/233, 6-9=21211649, 6-8=1638/385, 3-10=591/234, M Tek° ` 2-11=212/1649, 2-12=1638/385 - 14 f 4. •15 - 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS Citrus Heights, CA 95610 I (envelope) gable end zone and C -C Exterior(2) 0-0-0 to 3-6-1, Interior(1) 3-6-1 to 17-6-4, Exterior(2) 17-6-4 to 21-0-5 zone; cantilever left Sx8 ? 3 plate grip DOL=1.33 • - x Sx6� 5 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 4) ' This truss has been designed for a live load of 20.00sf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0% fit between the bottom Chord and any other members. s 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 8=279, 12=279. •' } i 3x513 TEOpO �Fy 16 3x5 1 .315 rr 2 r 6 I 411iOFCAI\FO�a . 1 September 19,2017 � 7 1 d I$ = 3x5 = 12 11 10 9 8 3x5 ' 1.5x4 II - 1.5X4 II ' 5x8 - - 3x8 -• 5x6 2- 2 17-0-4 25.2-0 32-9-12 --n- 35-0-9 2.0.0 0- - 2 7-7-12 r 7-7-12 , 7-7.12 7-7-12 0- - 2 2-0-0 r Plate Offsets (X,Y): 13:0-4-0.0-3-41, f5:0-4-0.0-3-41, f9:0-3-0,0-3-01. [11:0-3-0,0-3-01. 1 , y LOADING (psf) SPACING' . f 2-D-0 CSI, I •. DEFL in (loc). I/defl Ud PLATES GRIP TCLL 20.0 ' Plates Increase 1.25 TC 0.69 Vert(LL) -0.07 10-11 >999 360 MT20 220/195 1 TCDL 20.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.26,10-11 >999, 240 BCLL 0.0 ' Rep Stress Incr YES WB 0:29 Horz(TL) '0.06 8 n/a n/a f BCOL 10.0 -Code IBC2012/TP12007 . (Matrix) Weight: 172 Ib FT = 20% { LUMBER BRACING F TOP CHORD 2x4 DF N!01.2, TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins. BOT CHORD 2x4 DF No.2 c - BOT CHORD a Rigid ceiling directly applied or 10-D-0 oc bracing. , WEBS • 2x4 DF No.2 WEBS 1 Row at midpt 5-10,3-10 I - REACTIONS (Ib/size) .8=1752/0-5-8 (min. 0-1-14),12=1752/0-5-8, (min. 0-1-14) r . Max Horz 12=-142(LC 13) k Max Uplift8=279(LC 113),12=279(1_C 12) t FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2155/322, 3-4=1680/327, 4-5=16+30/327, 5-6=2155/322 �• Y BOT CHORD 10-11=309/1802, 9-10=174/1802 6 , WEBS 4-10=91/789, 5-10=591/233, 6-9=21211649, 6-8=1638/385, 3-10=591/234, M Tek° ` 2-11=212/1649, 2-12=1638/385 F NOTES t .+ 7777 Greenback Lane - I 1) Unbalanced roof live loads have been considered for this design. Suite 109 ' 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS Citrus Heights, CA 95610 I (envelope) gable end zone and C -C Exterior(2) 0-0-0 to 3-6-1, Interior(1) 3-6-1 to 17-6-4, Exterior(2) 17-6-4 to 21-0-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 • - x 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 4) ' This truss has been designed for a live load of 20.00sf 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. s 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 8=279, 12=279. •' LOAD CASES) standard'OQRpFESSIO, TEOpO �Fy .. ?• , W C75 .315 rr CI0. �Q j a 411iOFCAI\FO�a . September 19,2017 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7473 rev.. 10/03/2015 BEFORE USE. Design valid for use only with MRekS 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 r , building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing + M Tek° 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 ANSVTPI1 Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane - ' Safety Information available from Truss Plate Inst9ute, 219 N. Lee Street, Suite 312, Alexandria, VA 22314. - - Suite 109 ' Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a 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. O _t/' �, 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves T 1 2 3 TOP CHORDS cr-z C2 -3—r wide truss spacing, may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. N(4 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 o U all other interested parties. edge Of truss. 0 5. Cut members to bear tightly against each other. C7�8 cal cs-60 F 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 I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. `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 4 responsibility of truss fabricator. General practice is to x 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 m nimum 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 -131 1, 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 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 Indicates location where bearings (supports) .occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior approval of on engineer. reaction section indicates joint S ® Fl 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 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, POWER rO PERFORM." ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 t 'f { Endeavor Homes, i t f1 t Job Truss Truss Type + Qty Ply Fox i U U i is -1JU R51751600 FO)LT G5 GABLE 1- 1' Job Reference o tional I urowne, t,h aoaoo - - r.csu s uui zo zulo mi i es maumnes, mc. i ue aep 1e uo:zl:uo zu1 r wallet ID: pFjtg69z3LrB_BdP5UvtrAyfy?r-AmnZS2A9?IuAX7oifzUxcEbPcGPKLiC_hdwHoayc7ly i 2-2-12 7-3-15 12-5-1 17x4 22-7-12 21-94 32-10-12 a5-0.8 2-2-12. 5-1-3 51-3 5-1,3 - 57-8 51.8 5.1-8 Scale = ,:64.8 - 3x6 , ®WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I-7479 rev. III 1=015 BEFORE USE. R Design valid for use only with Mrek® 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 verily the applicability of design parameters and property Incorporate this design Into the overall t building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing' MIT®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 ANSVTPI1 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 ' ' Cerus Heights, CA 95610 1 ivi i°i ivi U U i is -1JU 1.1 U 1"1 lei 10 i0 11 0 f .. 5x8 = .. - - - 5x8 = �_a6 30 29 28 ;27 28 25 24 23 . 22 21 20 19 18 17 16 15 1§7 12 •14 { -5x6 = - 5x6 = y i 35-0-8 2- 2 7415 12b1 17b4 22-7-12 27-4 32-10.12 3 1 2-0-0 0. - 2 5-1� 5-1� ' 5-1J 5-1A S1$ 5-1A 0.1- 2 Plate Offsets (X.Y): [1:0-4-0,0-3-11. 13:0-312;0-2-81. 16:0-3-0. Edge], [9:0-3-12.0-2-81, [11:0-4-0.0-3-11, [13:0-30.0-301, [29:0-30.0-3-01 LOADING (psf) SPACING 2-0-0 ' . .CSI DEFIL ^ in (loc) I/defl Ud PLATES GRIP i TCLL 20.0 Plates Increase 1.25 TC 0.31 Veit(LL) -0.01 12-13 >999 360 MT20 220/195 1 TCDL 20.0 Lumber Increase 1.25 BC 0.12 Veit(TL) -0.02 12-13 >999 240 ` BCLL 0.0 ' Rep Stress Incr YES WE 0.27 3 Horz(TL) 0.01 '12 n/a n/a BCDL 10.0' Code IBC2012/TPI2007 (Matrix), +` Weight: 279 Ib FT = 20% ( LUMBER Y BRACING ' f � • 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. E " WEBS . 2x4 DF No.2' '. WEBS 1 Row at midpt 5-21,7-20 ` OTHERS 2x4 DF Std'Except* S 5-21,7-20: 2x4 DF No.2 REACTIONS All bearings 31-0-8. , • (lb) - Max Hoa 30=142(LC 12) t ; Max Uplift All uplift 100lb or less atjoint(s) 30,12, 21, 20, 28, 14 except l 29>190(LC 12), 13-202(LC 13), 25=-177(LC 12), 17=181(LC 13) , Max Grav All reactions 250 Ib or less atjoint(s) 28, 27, 26,'24, 23, 22, 19, 18, 16, 15, 14 except 29=500(LC 1), 30=464(LC 25), 13=520(LC 1); 12=450(LC 26), 12=445(LC 1), 21=318(LC 25), 20=271 (LC 26), 25=408(LC 1), 17=414(LC 1) ., `�� I FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-30=376/132, 329=-415/195, 9-13=-449/209,10-12-3601126,15-21=-279/77, t 4-25-399/189, 8-17=-406/193 r 1 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-0-0 to 3-6-1, Interior(1) 36-1 to'17-6-4, Exterior(2) 17-6-4 to 21-0-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33. i 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. j 4) All plates are 1.5x4 MT20 unless otherwise indicated. ; t 5) Gable studs spaced at 1-40 oc. , . 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' QIkOFESS/O �� IE `9! ��s�c<2� 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 wide will Td between the bottom chord and any other members, with BCDL = 10.Opsf. " 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 36, .12, 21, 20, 28,14 w w .0 75435 c m 1 except Ot=1b) 29=190, 13=202, 25=177, 17=181. 12018 LOAD CASE(S) Standard *. (, r OFCA1\F� . September 19,2017 ®WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I-7479 rev. III 1=015 BEFORE USE. R Design valid for use only with Mrek® 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 verily the applicability of design parameters and property Incorporate this design Into the overall t building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing' MIT®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 ANSVTPI1 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 ' ' Cerus Heights, CA 95610 Symbols Numbering System Q 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 ft4n-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenihs. �� (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. 1 n 0-1 2. Tens bracing must be designed by an engineer. For 1 2 3 TOP CHORDS cr-z czm wide truss spacing, individual lateral braces themselves may require bracing, or oftemative T, 1, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p, stack materials on inadequately braced trusses. O T �•� ��� ; 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-'Al' from outside a L j all other interested parties. edge of truss. O 5. Cut members to bear tightly against each other. c» �� cs�O 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 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. Comber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x 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 m nimum 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-131 1, 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTeOD All Riqhts Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint loll• ® 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 and pibefore use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® isnot suufffificiecie nt. 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, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing 8, Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 I Job Truss Truss Type , Qty Ply T �, f ' - V , MIT®k• IF. --851751601 FOX -T P1 CCMMON 2 1 ob Re erence (optional) ` Endeavor Homes, _ Oroville, CA 95965 7.430s Jul 25 2013 MiTek Industries, Inc. Tue Sep 19 06:21:12 2017 Page 1 ; IDipFjtg69z3LrB_BdP5UvtrAyfy9r-3YO41PDf3_Pc016TupZtm413nthkHWiabF,uVxLyc7lr 2$-d e -a1 ' 14-0.1'_ 20-10.12 26-11-9 + 33b7 39-1-4 41 {f{{{ • r2-8-4 813 6_b13: 813 Boil 6413 6b13 2^-d ` ', •i. - - Scale 1:73.0 1tr , 5x8 - ` - 1..00 12' 5 •3 �, �� - ♦ • 3x4' i X18 19 3.4 + 4' 6' l • 5x8 m 5x6 t A t. _ 4x5 17 i.. 20 4x5 1 - 2 1 8/ 8 t - 41 Id 1 b 3x5 = 18 , 15 14 - 21 13 22 12 11 10 3x5 _ d t 1 1.5x4 I I 5x8 = - 5x6 = 3x8 = 5x8 = 5x6 = 1.5x4 r ' ' 2-5-8 2 &0.1 16-s-1: zo-lalz zs-11-s 33-0.7 ss -1.1 3 41-sA 2-5.8 0-1-12 6-0.13 60.1. 6.0.13 6-0.13 6-0.13 6-0.13 0. - 2 2 -SB Plate Offsets MY): 13:0-3-0,0-3-41. 17:0-3-0,0-3-41. 112:01.3-0,0-3-01: [14:0-3-0,0-301 1 LOADING (psf) • SPACING 2-0-0 S CSI , DEFL' in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.09 12-13 >999 360 MT20 220/195 TCDL , 20.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.30 12-13 " >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.09 10 n/a n/a j BCDL 10.0 Code IBC2012_/TPI2007 (Matrix)- Weight: 228 lb FT = 20% , LUMBER -� BRACING } TOP CHORD 2x4 DF No.2 r TOP CHORD ' Structural wood sheathing directly applied or 37-7 oc,pur_lins. 1 BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. t WEBS 12x4 DF No.2 WEBS. 1 Row of midpt 6-13.4-13 [ REACTIONS (Ib/size) 10=2090/0-58 (min. 0-2-5),16-2090/0-5-8, (min. 0-2-5) ; Max Horz 16=-169(LC 17) Max Uplift 10=-333(LC 13), 16=-333(LC 12) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (13) or less except when shown.. ' • TOP CHORD,' 2-3=2565/372, 3-4=2506/396, 4-5=20139/398, 5-6=2049/398, 6-7=2506/396, 1 7-8=2565/372 BOT CHORD 14-15=386/2185.13-14=-282/2092, 12.13=165/2092, 11-12=-217/2185 WEBS 5-13-179/1248, 6-13=-695/241, 6 -12 ---?7/302,7-11=-399/126,8-11-307/2263, , 8-10=2059/421, 4-13=-695/241, 4-14=?7/302, 315=-399/126, 2-15=307/2263, 2-16=2059/421 t NOTES I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vas&87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS li (envelope) gable end zone and C -C Exterior(2) 0-0-0 to 4-2-2, Interior(1) 4-2-2 to 20-10-12, Exterior(2) 20-10-12 to 25-0-14 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 I 3) This truss has been designed for a 10.0 psf bottom chcrd live load nonconcurrent with any other live loads. e 4) • This truss has been designed for a live load of 20.Op`f on the bottom chord in all areas where a rectangle 36-0 tall by 2.0-0 wide will rd between the bottom chord and any other members,'+.vdh BCDL = IO.Opsf. �• 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 10=333, 16=333. f ' Q�yOFESSlO 4 LOAD CASE(S) Standard IE0p0 �F2 a } y 51�. W C'754 5 `n S * EXP. 03/3112018 ( O CA1 ` r , September 19,2017 ®WARNING - VerHy design parameters and READ NOTES ON THI: AND INCLUDED MITEK REFERENCE PAGE MII-7479 rev.. 10/0312015 BEFORE USE. c Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual bulldIng component, not ' • �, e truss system. Before use, the building designer must verify the apptcabllity, of design parameters and properly incorporate this design Into the overall '. building design. Bracing Indicated is to prevent buckling of Individual runs web and/or chord members only. Additional temporary and permanent bracing V , MIT®k• • Is always required for stability and to prevent collapse with possible p. =not Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component ' Safety Information available from Truss Plate Institute, 218 N. Lee -treat, Suite 312, Alexandria, VA 22314.. 7777 Greenback Lane Suite log ' Citrus Heights, CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets ore indicated. 1 6-4-8 dimensions shown in ft4n-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. 1 r. 2. Truss bracing must be designed by an engineer. For /16 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS3. Never exceed the design loading shown and never inadequately braced trusses. stack materials on N04 O �'> ; �y� O4. Provide copies of this truss design to the building. For 4 x 2 orientation, locale U designer, erection supervisor, property owner and plates 0 -'ns' from outside 0- U all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. cr- c6-7 cs-6 O 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 ANSIAPI 1. Plate location details available in MiTek 20/20 software Of 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 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 Report-. 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, 96048, 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 f1. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but _ ©- 2006 MiTek® All Rights Reserved- 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section Indicates joint Bte>,� ® 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® 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 ra PERFQRM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. M7ek Engineering Reference Sheet: MII-7473 rev. 10208 (optional) Job Truss Truss Type _ � �• r Qty t Fox 7 building design. Bracing Indicated Is to prevent buckling of Individual truss web'and/or chord members only. Additional temporary and permanent bracing - 5x6 • t fabrication, storage, delivery, erection and bracing of trusses and tram systems, see ANSIITPi1 Quality Crlterta, DSB-89 and BCSI Building Component 851751602 FO)LT P3 CCMMON 2 1 f - 4x5 % • 17 2 1 ' s { a } obR ee ce 20 4x5 I 9 r = Endeavor Homes, Oroville, CA 95965 14 21' 7.430 s Jul 25 2013 MITek Industries, Inc. Tue Sep 19 06:21:13 2017 Page 1 r 2-2-12 ' &S7 14-&1 1.5x4 II 5x6 = ID:pFjlg69z3LrB_BdP5UWAy(ytr-XkaSVIDHgHXTeuhfSX46JIlEBH1XOykjgve2Unyc7lq 20-10.12' 27-1-7 334-1 41 Hl' 6-2-11 - ' .. 62-11 62-11 6-2-11 6-2-11 8-2-11 2-2-12 1 r 2-2.12 1 t r 2-0-0 &241 B-2-11 - � Scale = 1:73.0 62-11 6-2-11 9W2 2 o-2-12 _ - . 2110 Plate Offsets (X.Y): 13:0-3-0,0-3-41. f7:0-3-0.0-3-41. 112:C-3-0.0-3-01. 114:0-3-0,0-301 Ftnn � Job Truss Truss Type _ � �• r Qty Ply Fox 7 building design. Bracing Indicated Is to prevent buckling of Individual truss web'and/or chord members only. Additional temporary and permanent bracing - 5x6 • t fabrication, storage, delivery, erection and bracing of trusses and tram systems, see ANSIITPi1 Quality Crlterta, DSB-89 and BCSI Building Component 851751602 FO)LT P3 CCMMON 2 1 f - 4x5 % • 17 2 1 ' s { a } obR ee ce A r r Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • s '• 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 - 5x6 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the t fabrication, storage, delivery, erection and bracing of trusses and tram systems, see ANSIITPi1 Quality Crlterta, DSB-89 and BCSI Building Component 7777 Greenback Lane . Safety Information availabie from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VA 22314. - Suite 109 ' Citrus Heights, CA 95610 f - 4x5 % • 17 2 1 s { a } T' 20 4x5 I 9 r = I = 3x5 16 15 -. 14 21' 13 - 22 12 11 10 3x5 . 1.5x4 II 5x6 = 5x6 _ 3x8 = 5x6 = 5x6 =- 1.5x4 II 1 r 2-2.12 1 4149.8 2-0-0 &241 B-2-11 ' 6-2-11 . 6-2-H • 62-11 6-2-11 9W2 2 o-2-12 _ - . 2110 Plate Offsets (X.Y): 13:0-3-0,0-3-41. f7:0-3-0.0-3-41. 112:C-3-0.0-3-01. 114:0-3-0,0-301 - LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.1013-14 >999 360 MT20 220/195 I TCDL 20.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.3313-14 >999 240'. ' BCLL 0.0 ' Rep Stress Incr . • YES WB 0.40 Horz(TL) . 0.10 10 • n/a n/a + BCDL 10.0 Code IBC2012/TP12007 (Matrix) ' Weight: 228 Ib FT = 20% LUMBER BRACING t TOP CHORD 2x4 DF No.2' c TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. WEBS' 2x4 DF No.2 , WEBS 1 Row at midpt 6-13,4-13 REACTIONS (Ib/size) - 1r0=2090/0-5-8 (min. 0-2-5), 16=2090_/0-5-8 (min. 0-2-5) Max Horz 16=169(LC 12) t Max Uplift 10=-331(LC 13), 16=-331(LC 17 , FORCES - (lb) - Max. Comp./Max. Ten. - All forces 250 (t )) or less except when shown. l TOP CHORD 2-3>2816/405, 3-4=2672/423, 4-5=2130/417, 5-6=2160/417, 6-7=2672/423, " 7-8=-2816/405 r BOT CHORD 14-15=422/2407, 1314=304/2241, 12:-13=187/2241; 11-12=-253/2407 WEBS 5-13=186/1334, 6-13=759/252, 6-12=31/346, 7-12=258/144, 7-11=325/113, ' 8-11=303/2354,8-10=2056/419, 4-13=759/251,'4-14=31/346, 314=-258/144, 315=325/113, 2-15=-303/2354, 2.16=-0059/419 NOTES 1) Unbalanced roof live loads have been considered for fats design.., / 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasdk87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-0-0 b 4-2-2, Interior(1) 4-2-2 to 20-1D-12,-Exterior(2) 20-10-12 to 25-0-14 zone; cantilever left and right exposed ; end vertical left and dight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chrrd live load nonconcument with any other live loads. r 4)' This truss has been designed for a live load of 20.Opzf 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 = 10.Opsf. s . 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 10=331, F 16=331:• �. i LOAD CASE(S) Standard - 1 - September 19,2017 AwARN,NG - Veft design parameters and READ NOTES ON THr: AND INCLUDED M/TEK REFERENCE PAGE MIF7473 rev. 10/09/2015 BEFORE USE. , r r Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • s '• AwARN,NG - Veft design parameters and READ NOTES ON THr: AND INCLUDED M/TEK REFERENCE PAGE MIF7473 rev. 10/09/2015 BEFORE USE. , Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • s '• 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 iT®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 tram systems, see ANSIITPi1 Quality Crlterta, DSB-89 and BCSI Building Component 7777 Greenback Lane . Safety Information availabie from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VA 22314. - Suite 109 ' Citrus Heights, CA 95610 Symbols Numbering System A. 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. 1 „ 2. Truss bracing must be designed by an engineer. For /16 1 2 3 TOP CHORDS c1-2 c2-3 wide truss spacing, individual lateral braces themselves may require bracing, or atlemotive T, 1, or Eliminator bracing should be considered. WEBS cz, 4 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. O �'> 3 �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c designer, erection supervisor, property owner and plates 0 rn6' from outside a �'' cat C=J all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. C7-8 C&7 cs� O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6' S joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/IPI 1. ' Plate location details available In MfTek 20/20 software Or Upon request. 8. Unless otherwise Holed, 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, sae, 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, 96048, 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 H. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTekO All Rights.Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on 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/TPI l : National Design Specification for Metal 19. Review t portions of this design (front, back. words u and pictures before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® is not suffficieficie nt. 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, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 j Job f Truss Type s Qty Ply r I Scale = 1:70.6 j Job Truss Truss Type s Qty Ply Fox T Scale = 1:70.6 - 5x6 - t . r - 6.00 12 t - - building design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing 851751603 1 FOX_T P4 COMMON 1 ' 6x8 � - - j 4x5 5- 4 Suite 109 - .' Citrus Heights, CA 95610 Job Reference (optional Endeavor Homes, Orovlile, CA 95965 - . - 7.430 s Jul 25 2013 MITek Industries. Inc. Tue Sep 19 06:21:15 2017 Page t r I D: pFjtg69z3LrB_Bd P 5UvirAyfy7r-T6i CwR FYMvn BtC 2ax6aOj N Ua5d P U s ROID79Ygyc7lc 51-1 9.10.11 148-4 18-10-12 230.12 27-10-8 32-a-4 I 37-9-8 51-1 --49-9, 4-&9 42-8 {, 4 4 49.12' 51-4 ' - • - Scale = 1:70.6 - 5x6 - t . r - 6.00 12 t - - building design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing 5 - ' • , 3x4 i P - .3x4 4 6 ' • 15x6 .. r I � 3x4 i .2 5 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSUTPIt Quality Criteria, DSB-89 and BCSI Building Component ' 6x8 � - • 3x6 8, r j 4x5 5- 4 Suite 109 - .' Citrus Heights, CA 95610 4x5 - • , . - ! 18 . 17 - 18 15 19 14 20 1321 22 12 23 24 11 25 28 10 4 2x4 II 4x4 = 4x4 = 8x8 - 4x8 - 8x8 - 8x8 - 8x8 - 8x10 M18SHS = 51-1 -9-10-11 144" - 18.10 .12 • 23.0-12 27-10-8 - 32-8-4 37-9.8 51.1 4-9.9 4-9.9 4-2-8 4-2-0 49-12 - - 4-9-12 S1-0 t Plate Offsets (X,Y): 13:0-30.0-3-01. 111:0-3-8.0-4-81. 112:1}3.8.0-4-121. f13:D-312.0-4-121. 115:0-4-0.0-0-81 LOADING (psf) SPACING 2-0-0 CSI DEFL' in (loc) I/deft • Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 -TC 0.77 R Vert(LL) -0.04 11-12 >999 f ' 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC. 0.80 ' Vert(TL) -0.16 11-12 • >999' 240 M18SHS 220/195 BCLL 0.0 '- Rep Stress Incr NO WB' 0.45 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IBC2012ITP12007 +. (Matrix)' Weight: 816 Ib FT = 20% LUMBER y' BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 G ' end verticals. ( WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS A11 bearings 0-58 except (jt=length) 15=0-38, 13=0-312 (input: 0-38). , (lb) - Max Hort 18=146(LC 4) , Max Uplift All uplift 100 Ib or less at joint(s) except 18=198(LC 20), 15=-206(LC 8), 13=-1721(LC 9),10=-1165(LC 9) Max Grav All reactions 250 Ib or less at jcint(s) except 18=576(LC 15), 15=1234(LC 15), 13=10618(LC 1), 10=7586(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' f TOP CHORD 1-2=-688/546, 2-3=378/934, 3.4=-177/1337, 4-5=200/1479, 56=-189/1477, ` 6-7=-292/2260, 7-8=2954/479, 8-9=-6850/1057, 1-18=515/235, 9-10=4188/673 BOT CHORD 17-18=177/292, 16-17=446/637, 1516=802/381, 14-15=-1120/354, 1314=19461469, 12-13=314/2475, 11-12=-902/6024, 10-11-283/1561 WEBS. 2-17=0/269, 2-16=592/182, 316=60/438, 315=-712/221, 4-15-616/221, 4-14=366/274, 514=-1555/192, 6.14=199/1522, 6-13=2081/354, 7-13=7052/1205, i 7-12=1138/7351, 8-12=-4272/748, 8-11=581/3974, 1-17=-515/374, 9-11=-632/4557 NOTES ' 1) 3 -ply truss to be connected together with 1 Od (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 0-4-0 oc. j Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ' tI 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 l . connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 1 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=110mph Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; MWFRS Q�LOFESS/0. Y� (3 -second gust) enclosed; (envelope) end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1;33 DOL=1.33 �� TEOD 0ZP tiC gable ; plate grip `�� 5) All plates are MT20 plates unless otherwise indicated. P19O i 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. w w C 75435 c m { 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle_ 36-0 tall by 2-0-0 wide will IX A 1 fit between the bottom chord and any other members, with BCDL = 10.Opsf. „ /31/2018 i 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of wfthstanding 198 Ib uplift at joint 18, 206 Ib uplift at joint " Ib Ib 15,1721 uplift at joint 13 and 1165 uplift at joint 10. OPCA0 September 19,2017, Continued on Daae 2 ®WARNING- Ver Hy design paremefe and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII -7473 rev. 10/09/2015 BEFORE USE. • , Design valid for use only with MrTek® connectors. This design is basad only upon parameters shown, and Is for an Individual building component, not', Fyn , 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 buss web and/or chord members only. Additional temporary and permanent bracing WOW' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 1®k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSUTPIt 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 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/e Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4rt-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 SCSI. i 0-/1611 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS cr-2 c23 wide truss spacing, individual lateral braces themselves may require bracing, or oltemative T, I, or Eliminator bracing should be considered. WEBS 3. Never exceed the design loading shown and never o stock materials on inadequately braced trusses. O �'�y1 O4. NC Provide copies of this truss design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and 016Nplates 0-'na' from outside o- U all other interested parties. edge of truss. 0 0- 5. Cut members to bear tightly against each other. c» c6-7 c5e0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol Indicates the8 b 5 joint and embed fully. Knots and wdne 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 I. 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 appricable 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, sae, 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 -131 1, ESR -1352, ER -5243, 96048, 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights, Reserved, , "� 15. Connections not shown are the responsibility of others. 16. Do not cut or offer 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/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro PERFORM." ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 t Job Truss - ' r Job Truss Truss Type Qty PlyFox T R517516D3� FOX T ! P4 COMMON ..S 1 Aal .3 obReference o t'o tnaeavor nomas, urowue, r.r, eosoo I.— s am <a cu w mi r ea mu—nes, Inc. r ue aep ro uo:<r ro <u r rage < I ID:pFjtg69z3LrB_BdP5UvtrAyfy7r-T6iCwRFYMvnBtC2ax6aOj NUa5dPUsR01D79Ygyc7lo NOTES i° •' I. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1896 Ib down and 314 Ib up at 23-8-4, 1917 Ib down and 309 Ib up at 25-8-4, 1917 Ib down and 309 Ib up at 27-8-4, 1917 Ib down and 309 Ib up at 29-8-4, 1917 Ib down and 309 Ib up at 31-8-4, 1917 Ib down and 309 Ib up at 33-8-4, and 1917 Ib down and 309 lb up at 35-8-4, and 1937 Ib down and 289 Ib up at 374-12 on bottom chord. The design/selection of such connection device(g) is the responsibility of others. LOAD CASE(S) Standard r " 1) Dead + Roof•Live (balanced): Lumber Increase=1.25Plate Increase=1:25 Uniform Loads (ply Vert: 1-5=80, 5-9=-80,10-18=-20 , Concentrated Loads (lb), Vert: 12=1917(B)10= -1937(B) 21=1896 22=-1917(8) 23,=1917(B) 24=1917(8) 25=1917(6) 26=.71917(B) _ .{.• . '• I u e ®WARNING- Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.`1010&201S BEFORE USE. R r Design valid for use onlywith Mrrek0 connectors. This design is based onlyupon parameters shown, and Is for an Individual building component, not g •- •+ a truss system. Befoie use; the building designer must verity 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 - 'MIT®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 ' ANSVTPH Duality Criteria, DSBA9 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 Chrus Heights, CA 95610 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. 1 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates t0 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. t o 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS C1-2 cm wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, L or Eliminator should be considered. WEBS �aq 4 3. Never exceed the design loading shown and never 3. o stock materials on inadequately braced trusses. O �'> 3:�y� ; 0 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-'Ag' from Outside a �'° v U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. C7-8 C67 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 the environment in accord with ANSI/TPI 1. ' Plate location details available in MTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall 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 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 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, sae, 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 purfins 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 (supports) occur. Icons vary but ©2006 MiTek®All Rights Reserved - -.- -_ - - 15. Connections not shown ore the responsibility of others. 16. Do not cut or aller 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/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 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, POWER TO PERFORM." ANSI/rPl 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 i Job Truss Truss Type rF, �; r ., Qty PlyFox 7 ' a truss system. Before use, the building designer must verily, the applicability of design parameters and property Incorporate this design Into the overall T ' R51751604� FOX_T P GABLE 1' 1 ' TC 0.41 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 Job Reference o lio al rmeavor nomes, uromue. GA aomo r.4su s uor zo zuu mi i en mausmes, mc. i ue bep lu ue:zi:iu zut w rage i I D: pFjtg69z3LrB_BdP5UvtrAyfy?r-79vKtkBPXM9unRy4nOX PMgjT431 pbdHBxPOtSyc7lt 2-7-12 6-&12 1d -9.1z �' zal o-lz - 11 -JI z 33-0-1z 39-1az a1A9 r2-7-12- 6-1-0 6-1-0� 6-1-0 6-1-0 •6-1-0 Scale = 1:74.9 • 3x6 = , 3x4 3x4 'Z� �Y ' 5 6 7 ' 6.o0 F12 _ D 1 rn 5x8 = 34 3332 31 30 29 28 27 26 25 24 2322 21 20 19 18 17 16 15 14 13 4x4- _ - - 5x8 = 5x6 = 4x4 = 1 I� 12 ' 5x8 = ®wARmNG - v-yy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M11- 7473 rev. 10/09/2015 BEFORE USE. 6-1-0 ' 2-7-12 2-0-0 D- -1 6-1-0 6-1-0 6-1-0 - 6-1-0 6-1-0 Plate offsets (X.Y): [1:0-4-0.0-3-11, [3:0.3-12.0-2 81, [6:0-3-0,Edget, [9:0-312,0-2-81. [11:04-0.0-3-11, H&O-3-0,0-3-01. [28:0-3-0,0-3-01 ' a truss system. Before use, the building designer must verily, the applicability of design parameters and property Incorporate this design Into the overall T ' f LOADING (psf) SPACING 2-0-0 CSI DEFL in , (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase' 1.25 TC 0.41 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) n/a n/a 999 Citrus Heights. CA 95610 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 13 n/a n/a t. BCDL 10.0 Code IBC20121TPI2007 (Matrix) , Weight: 380 Ib FT = 20% LUMBER . BRACING F 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 BOT CHORD - Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS' •2z4DFNo.2 . 6-0-0 oc bracing: 1-34,33-34,12- 13,11-12. OTHERS 2x4 DF Std'Except* ' ` i 5-24,7-23,27-47,26-48,25-49,22-50,21-51,20-52,19-53: 2x4 DF No.2 t° REACTIONS All bearings 37-9-8. - h . (lb) - Max Horz 34=-169(LC 13) Max Uplift All uplift 100 Ib or less at Joint(s) 12, 34 except 18=230(LC 13), 13=-218(LC 13), 28=-223(LC 12), 33=-20i (LC 12), 32=211(LC 3), 14=-.106(LC 3) Max Grav All reactions 250 Ib or less at Joint(s) 24, 23, 31, 30, 29, 27, 26, 25, 22, j 21, 20, 19, 17, 16, 15, 14 except 18=496(LC 26), 13=537(LC 26), 12=930(LC 1), 1 28=517(LC 25), 33=581(LC 25), 34=929(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-679/37, 3-4=-684/125, 4-5=668/214, 7-8=668/214, 8-9=-684/125, 9-10=-679/34 BOT CHORD 32-33=0/535, 31-32=0/535, 30-31=0/535, 29-30=01535, 28-29=0/535, 27-28=0/535, 26-27=0/535, 25-26=0/535, 24-25=0/535, 2324=01535, 22-23=0/535, 21-22=0/535, 20-21=0/535, 19-20=0/535, 18-19=0/535, 17-18=0/535, 16-17=0/535, 15-16=0/535, 14-15=0/535, 1314=0/535' I WEBS B-18=-490/233, 9-13=-525/242, 10-13=331579, 10-12=-815/220, 4-28=-490/234, 333=525/243, 2-33=-32/580, 2-34=816/219, 5-7=651/318 NOTES t` . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat=Il; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2)0-0-Oto 4-2-2, Interior(1) 4-2-2do 20-10-12, Extertor(2) 20-10-12 to 25-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; OkOFESSIO Lumber DOL=1.33 plate grip DOL=1.33 - a 3) Truss designed for wind loads in the of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Q,�1E0 plane } . Gable End Details as applicable, or consult qualified building designer as per ANSIrTPI 1. C-2 J N Z 4) All plates are 1.5x4 MT20 unless otherwise indicated. , o C 75435 n n1 t 5) Gable studs spaced at 1-4-0 oc. ` LU C r 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other dive loads.,. EXP. 03/3112018 4 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will ' * 11 fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 12, 34 except at=1b) lq 18=230, 13=218, 28=223, 33=201, 32=211, 14=106. OFCAV i 9) Non Standard bearing condition. Review required. t September 19,2017 LOAD CASE(S) Standard , - , ®wARmNG - v-yy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M11- 7473 rev. 10/09/2015 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 verily, the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 ANSIlTPII Quality Criteria, DSB49 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 95610 1 .r 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 ft4n-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 BCSL 1 „ 2. Truss bracing must be designed by an engineer. For 0-/1 6 1 2 3 TOP CHORDS C1-2 c23 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design looding.shown.ond never inadequately braced trusses. p, stack materials on O h;� ; �y1 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U sb = designer, erection supervisor, property owner and plates 0- 'nd' from outside o- �' u U all other interested parties. edge Of 1tUSs. 5. Cut members to bear lightly against each other. �» �� cse F BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of -slots in locations ore regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' 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 -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, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheothed 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 (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or offer 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'M—�u ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and picturesl before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type , , - r . 6 - Fox * 1 JQty JPly _T 851751605 FOX_T PHI GABLE " 1 1 _ 2-0-0 ' 9-1. 2 2-0.0 , ' Plate Offsets (X.Y): 14:0-2-0.Edgel - - - - Job Reference odoal f I i Endeavor Homes, Orovlge, CA 95965 P 9 7.430 s Jul 25 2013 Mrrek Industries, Inc. Tue Sep 19 06:21:16 2017 Page 1 - ID: pFjtg69z3LrB_BdP5UvtrAyfytr-xJGb7nGA7Cv2VMQE7fepwwwpMV9WDPyAWtsi56yc7ln 6 I -2.0. 6.6.9 11-1-2 13-1-24-6-92.0.0 4 4119 ? 49 2.0-0 Scale = 1:17.4 3x4 = • S • .. .. 1 ' 6 - 2x4 = f 1.5x4 .II 1.5x4 U 2x4 = r . 2-0.0 - 11-1-2 13-1-2 2-0-0 ' 9-1. 2 2-0.0 } Plate Offsets (X.Y): 14:0-2-0.Edgel - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP - TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a We 999. MT20 220/195' TCDL 20.0 Lumber Increase 1.25 BC 0.04 ° Vert(TL) n/a n/a 999 BCLL • 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 26 Ib FT = 20% } LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF• No.2 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. OTHERS ' 2x4 DF Std ° ` . ' } • i REACTIONS All bearings 9-1-2. '• (lb) - Max Horz 1=34(LC 16) Max Uplift All uplift 100lb or less atjoint(s).1, 7, 2, 6, 9, 8 •" ,. Max Grav All reactions 250 Ib or less at joint(s) 1, 7, 2, 6, 9, 8 +' I FORCES (lb) - Max. Comp./Max. Ten. -'All forces 250(lb)or less except when shown., F { NOTES 1) Unbalanced roof live loads have been considered for this design. ` r ! 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-3-15 to 3-5-9, Interior(1) 3-5-9 to 4-6-9, Exterior(2) 4-6-9 to 7-6-9 zone; cantilever le ft r and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 f plate grip DOL=1.33 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 f Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. • 4) Gable requires continuous bottom chord bearing. 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 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. A. 1 i 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 9, 8. r 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building { designer. _ 690ESS/pit i• LOAD CASE(S) Standard , �� 0 I WO , lco2 AN In 7r,Am September 19,2017' WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7477 rev. 10/07/2015 BEFORE USE. - - Design valid for use only with MrrekS 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 pis building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• 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 ANSI1TPI1 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 Chrus Hel hts CA 95610 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 ore 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. 11 2. Truss bracing must be designed by an engineer. For 0.1v 16 1 2 3 TOP CHORDS c1-2 c2-3 wide truss spacing, individual lateral braces themselves may require bracing, or altemotive T, I, or Eliminator bracing should be considered. WXEBS7 4 3. Never exceed the design loading shown and never inadequately braced trusses. p0 stack materials on o O �•� ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U sb = designer, erection supervisor, property owner and plates 0-'A6' from outside rL u U all other interested parties. edge of truss. o 5. Cut members to bear tightly against each other. v a co-z CS-6p BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 oint and embed fully. Knots and wane at joint locations required direction of slots in are regulated by ANSI/TPI I. 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 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a nonstructural consideration and is the 4 x 4 `width measured perpendicular 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, sae, 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bkrings (supports) occur. Icons vary but © 2006 MTek®_ All Rights. Reserved - 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint - t• � ® Ft 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/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. MiTek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFGRM." ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 Job Truss k Ply Fox T Endeavor Homes, ¢r -2.0-0 r Orovllle, CA 95965 ` 2-o-0 10ty Job Truss Truss Type It Ply Fox T i 10ty R51751606 FOX PH2 PIGGYBACK 39 1 ' —T Job Reference (optional r 4ss bss ' i ,1 ,t say ,a �o.c ,. ,, c�i, rays , ID:pFjtg69z3Lr6_BdPSUvirAyfy?r OVgzl7HotW1v6W_QhM92T8TyyuUUysSJIWcGdYyc7lm 9.1-2 11-1-2 - 46-9 2-0-0 • - . Scale = 1:18.0 • 4x4 = + f • - 3 t F 2 Y , 4 ., d 1.5x4 II I a . 2x4 = _ � 2x4 = 0.11-5 -r 4-(r9 b1-13 a1-2 o- -5 3.7-4 3.7-4 0.11-5 f • LOADING(psf) SPACING 2-0-0 , CSI - DEFL' in (loc) .Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 I Vert(LL) -0.00 4-6 >999' 360 MT20 220/195 i TCDL 20.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 4-6 >999 240 F BCLL 0.0 ' Rep Stress Incr YES WB • 0.03 Horz(TL) 0.00 4 n/a n/a F BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 26 Ib FT = 20% LUMBER - I BRACING- - TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. ( BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing- 'WEBS racing.'WEBS 2x4 OF No.2 REACTIONS (Ib/size) 2=405/0-58 (min. 0-1-8), 4=405/0-5-8 (min. 0-1-8) 1 4 Max Horz 2=34(LC 12) Y ' Max Upl'Ift2=73(LC 12), 4=-73(LC 13) ' FORCES (lb) - Max. Comp./Max. Ten. -All forces 250,(13) or less except when shown.' TOP CHORD 2-3=-424/101, 3-4=-424/101 ( BOT CHORD 2-6=-19/309, 4f=19/309 y . t :• NOTES ! 4 t L 1) Unbalanced roof live loads have been considered for this design. _ j 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vas&:=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II: Exp C; enclosed; MWFRS - (envelope) gable end zone and C -C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 459, Exterior(2) 4-6-9 to 7-6-9 zone; cantilever left t and right exposed ; end vertical left and right exposed;d,'-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chc rd live'load'nonconcurrent with any other live loads. i 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 Eearing plate capable of withstanding 100 Ib uplift at Joint(s) 2, 4. I 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building - designer. • LOAD CASE(S) Standard Iu it = oko ESS/O4, t p q� s � ��.. FEO( t. W w C 75435 F 2018 OFC LW ' September 19,2017 v f i j ®WARNING . Verily design parameters and READ NOTES ON THI_' AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. 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 apphtabllity, of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndMdual'russ web and/or chord members only. Additional temporary and permanent bracing Welk' 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 trust. 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 Citrus Heights, CA 85610 5 I Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 34 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not 10 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 SCSI. „ 2. Truss bracing must be designed by an engineer. For �1 ' /16 1 2 3 TOP CHORDS c1-2 c2abracing wide tens spacing, individual lateral braces themselves may require bracing, or allemative. T,1, or Eliminator should be considered. WEBS �e 4 3. Never exceed the design loading shown and never inadequately braced trusses. Q stack materials on O �•> ; �y� 0 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- 'A6' from Outside a U all other interested parties. edge Of truss. a0 5. Cut members to bear tightly against each other. cr•e 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 the environment in accord with ANSI/TPI 1. ° Plate location details available In MfTek 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 -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 -131 1, ESR -1352• ER -5243, 96048, 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 (supports)_ occur. Icons vary but © 2006- Mi ek® 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 jointFl _ _ 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/TPI t : National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction..MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. SCSI: 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: Mll-7473 rev.- 10-'08 Job Truss Truss Type . Qty Ply Fox T REACTIONS All bearings 42-5-8. - - 3x5 . I 44. 43 42 41 40, 39 38 37 R51751607 [ FOX -T VAI V!v_LEY 1 1 r " 5x6 = f WEBS 2-44=265/128 ., .• } 3x6 = J NOTES " Job Referenceot'oa cnaeswr Humes, vrov, n Horton ..wu s um � a m„ eR mausu,es, mc. , ue aep ra vo:�,: m m u rege , 1 ID:pFjtg69z3LrB BdP5UvtrAyfy9r-tuyjmpl2P7HdMg8ppnBWYZYJaiAcOkucDg5MhRyc7lk 21-2-12 42-5-8 • - 21-2-12 21-2-12 - Scale = 1:72.0 �- 3x6 = ' 11 12 13 3x5 -5- - - or 6.0-0 oc puffins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS . 2x4 DF No.2 WEBS 1 Row at midpt 10-37, 11-36, 13-35, 14-34 REACTIONS All bearings 42-5-8. - - 3x5 (Ib) - Max Horz 1=166(LC 12) 44. 43 42 41 40, 39 38 37 36 35 34 33 3231 30 29 28 27 26 25 - - r " 5x6 = f WEBS 2-44=265/128 ., .• } 3x6 = J NOTES " Citrus Heights, CA 95610 f 1) Unbalanced roof live loads have been considered for t1tis design. t 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25 ft; Cat. fl; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 4-10-6, Interior(1) 4-10.6 to 21-2-12, Exterior(2) 21-2-12 to 25-5-11 zone; cantilever left and right exposed ; end vertical left and rght exposed;C-C for members and forces & MWFRS for reactions shown; i t 3) All plates are 1.5x4 MT20 unless otherwise indicated. - 42-5.8 4) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1 ( fit between the bottom chord and any other members. - 42-5.8 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 43, 42, 41, 40, 39, 38, 37, 34, 33, 31, 30, 29, 28, 27, 26, 25 except (jt=1b) •94=103. Q?LOFESSIr Plate Offsets (X,Y): 112:0-3-O.Edael, [38:0.3-0.0-3-01 t t LOADING (psf) SPACING 2-0-0 ' CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a n/a 999 MT20 220/195 ` TCDL 20.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 y i BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 24 n/a n/a f BCDL '10.0 Code IBC2012/TPI2007 ' (Matrix) Weight: 257 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS . 2x4 DF No.2 WEBS 1 Row at midpt 10-37, 11-36, 13-35, 14-34 REACTIONS All bearings 42-5-8. - - (Ib) - Max Horz 1=166(LC 12) building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - t + Max Uplift All uplift 100 Ib or less at joint(O 1, 43, 42, 41, 40, 39, 38, 37, 34, 33, 31, 30, 29, 28, 27, 26, 25 MIT®k• except 44=103(1-C 12) ` Max Grav All reactions 250lb or less atjcJnt(s) 1, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, ` ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM111 Quality Criteria, OSS -89 and BCSI Building Component 27, 26, 25, 24 except 44=345(1'✓ 25)' 7777 Greenback Lane FORCES (lb) - Max. Comp./Max. Ten. - All forces 2501(112) or less except when shown. , f WEBS 2-44=265/128 ., .• } J NOTES " Citrus Heights, CA 95610 f 1) Unbalanced roof live loads have been considered for t1tis design. t 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25 ft; Cat. fl; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 4-10-6, Interior(1) 4-10.6 to 21-2-12, Exterior(2) 21-2-12 to 25-5-11 zone; cantilever left and right exposed ; end vertical left and rght exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 F t 3) All plates are 1.5x4 MT20 unless otherwise indicated. - 4) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1 ( fit between the bottom chord and any other members. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 43, 42, 41, 40, 39, 38, 37, 34, 33, 31, 30, 29, 28, 27, 26, 25 except (jt=1b) •94=103. Q?LOFESSIr LOAD_ CASE(S) Standard f * Q� � TEOD� CO J 75435 �C: EXP. 03/31/2018 f VIS �P ` September 19,2017' ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,1114473 rev. 10/07/2015 BEFORE USE. ' ` Design valid for use only with MfTek® connectors. This design Is based only upon parameters shown, end is for an Individual building component, not a truss system. Before use, the building designer must verify the appikabillty, 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 - MIT®k• Is always required for stability and to prevent Collapse with possible pe'sonal Injury and property damage. For general guidance regarding the - ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM111 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sreet, Suite 312, Alexandria, VA 22314. Suite 109 ' Citrus Heights, CA 95610 4 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. 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 I 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. ,t 2. Truss bracing must be designed by an engineer. For 01 -/1 6 1 2 3 TOP CHORDS Ci -2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or allemative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O 6'> �y� 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U pb a designer, erection supervisor, property owner and ,ANplates 0- 'A6' from outside a_ �' u U all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. c5-6 0 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 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 -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 -131 1, 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but C 2006 MTek® All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint t>♦ ® 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures( before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 D Job Truss Truss Type • a -,Qty Ply Fox 7 _ - 38-5-8 .. , LOADING (psf) 851751608 FOX_T VA2 r VALLEY - 1 • 1 TC 0.12 Veri(LL) n/a n/a 999 MT20 220/195 j TCDL 20.0 Lumber Increase 1.25 BC 0.08 .' Job Reference o t'o a 1111 Endeavor Homes, OroN9e, CA 95965 r 7.430 s Jul 25 2013 MITek Industries, Inc. Tue Sep 19 06:21:21 2017 Page 1 ID:pFjtg69z3Lr8_BdP5UvtrAyfy9r-IG3U BUKJxIXKb7ICwCD_dzdgEWr4ueGvgBaTmKyc7li ' 19-2-12' _-- 38-5-8 r 19-2-12 132-12 • 3x6 = ' - . ` Scale = 1:63.3 1 10 11 1 3x5 4 ' E 39 38 37 36 35 34 33 -32 31 30 29 28 27 26 3x5 25 24 23 22 I .5x8 = - 3x8 = 38-5-8 _ - 38-5-8 .. ti Plate Offsets (X Y): 13:0-3-0.0-3-01 110:0-3-0.Edgel [33:0-3-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Vdef[ Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 1 TC 0.12 Veri(LL) n/a n/a 999 MT20 220/195 j TCDL 20.0 Lumber Increase 1.25 BC 0.08 .' Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 21 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 219 1b FT = 20% LUMBER a BRACING TOP CHORD 2x4 DF No.2' . TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc purlins. BOT CHORD DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. .2x4 OTHERS 2x4 DF No.2 WEBS 1 Row at midpt 9-32,11-31 z t y REACTIONS All bearings 38-5-8. ' + (lb) - Max Horz 1=150(LC 12)' 4 s Max Uplift All uplift 100lbor less atjoint(s) 1, 38, 37, 36, 35, 34, 33, 30, 28, 27, 26, 25, 24, 23, 22 •' '; 1 except 39=103(LC 12) j Max Grav All reactions 250 lb or less at Joint(s) 1, 38, 37, 36, 35, 34, 33, 32, 31; 30, 28, 27, 26, 25, 24, 23, E 22, 21 except 39=346(LC 25) _ t 1 - FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. _ iWEBS 2-39=265/124 ' ,r NOTES I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWF_ RS (envelope) gable end zone and C -C Exterjor(2) 0-7-7 to 4-5-9, Interior(1) 4-5-9 to 19-2-12, Exterior(2) 19-2-12 to 2314 zone; , cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; - t Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise Indicated. 1 4) Gable requires continuous bottom chord bearing. r 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 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. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 38, 37, 36, 35, 34, 28, 27, 26, 25, 24, 23, 22 39=103. i 33, 30, except (n=1b) 1 . ' LOAD CASE(S) Standard Q�oFESSIO �� (EQ `. CO w C 75435 c r < A * EXR.03/31/2018 r 1 • OFCAUF" ' September 19,2017 ®WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MrFekO 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 verity 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 ANSVTPI1 QualityCrlterla, 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 85610 Symbols Numbering System A 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 ft4n-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. i 0-/1611 2. Tans bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS civ 4 3. Never exceed the design looding.shown and never o stack materials on inadequately braced trusses. O h'> ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U a� = designer, erection supervisor, property owner and plates 0 -'he from outside a �' u U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. r0 cza �z cs� ~ BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 b 5 joint and embed full/. 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 Of 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. Comber 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 -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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but 0_2006 MiTek®,AII Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior ' approval of on 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 ( back, words and pictures) before use. Reviewingnn 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, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type ' z •; .y 't . i Qty Ply Fox T r LOADING (psf) SPACING 2-0.0 CSI , DEFL in (loc) I/def! Ud R51751609 FOX_T VA3 VliLEY - - 1 1 MT20 220/195 1 TCDL 20.0 Lumber Increase 1.25 BC 0.08 •- Vert(TL) n/a n/a 999 Job a ere ce (optional itnaeavof Homes. orovlae, GA 909bb 17-2-12-. } , ' 17-2-12 I } , 3x4 = 9 10 1.43U s jut zo zut3 mu ex mausvtes, mc. i ue sep 19 as:zt:zz zut r Paget ID:pFjtg69z3LrB BdP5UvlrAyfy7r-mTdsOgKxi2fBDHlOUwkDABAr7vBJd5w2voJllmyc71h 345-8 17-2-12 - Scale = 1:59.5 3x4 i t 34 33 - •32 r 2-1 30 29 28 27 26 25 - 24 23• 22 21 20. 3x4 5x6 = 5x8 = _ t r (envelope) gable end zone and C -C Extenor(2) 0-7-7 to 4-6.0, Intertor(1) 40-0 to 17-2-12, Exterlor(2) 17-2-12 to 20-8-2 zone, cantilever left and right exposed ; end vertical left and right expprd;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. r 4) Gable requires continuous bottom chord bearing. , 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.Op3 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.'; 71 Provide mechanical connection'by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint's) 1, 33, 32, 31, 30 29 28, 26, 25, 24, 23, 22, 21, 20 except (jt=1b) 34=103. LOAD CASE(S) Standard . I a September 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE. PAGE M11-7479 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is basefonly upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verify the appli�abllity of design parameters and property Incorporate this design Into the overall Iva building design. Bracing Indicated Is to prevent buckling of IndlAdual fuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent coitapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and tmse systems, see ANSVTPH quality Criteria, DS849 and SCSI Building Component 7777 Greenback Lane Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Brest, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 3458 - 3458 t r Plate Offsets MY): 13:0-3-0,0-3-01. f9:0-2-O,Edgel, (25:01,3-0,0-3-01. 128:0-3-0.0-3-01 . r LOADING (psf) SPACING 2-0.0 CSI , DEFL in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) . We n/a 999 MT20 220/195 1 TCDL 20.0 Lumber Increase 1.25 BC 0.08 •- Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 19 n/a n/a j ' BCDL . 10.0 Code IBC2012rrPI2007 (Matrix) f' Weight: 185 lb FT = 20% { LUMBER, i t BRACING TOP CHORD 2x4 DF No.2 ' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. t BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or, 10-0-0 oc bracing. OTHERS 2x4 DF,No.2 ' REACTIONS 'All bearings 345-8. .- t (lb) - Max Horz I=134(LC 12) , j. Max Uplift All uplift .100lb or less atjoint(-,�.1, 33, 32, 31, 30, 29, 28, 26, 25, 24,.23,-22, 21, 20 except - 34=-103(LC 12) a • . ' i Max Grav All reactions 250lb or less atjdnt(s) t, 33, 32, 31; 30j29, 28, 27, 26, 25, 24; 23, 22, 21, 20, - 19 except 34=346(LC 25). z ' FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. ` ` ' WEBS 2-34=265/117 NOTES .; 1) Unbalanced roof live loads have been considered for this design.* t 2) Wind: ASCE 7-10; VuK=11Omph (3 -second gust) Vasd =87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Extenor(2) 0-7-7 to 4-6.0, Intertor(1) 40-0 to 17-2-12, Exterlor(2) 17-2-12 to 20-8-2 zone, cantilever left and right exposed ; end vertical left and right expprd;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. r 4) Gable requires continuous bottom chord bearing. , 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.Op3 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.'; 71 Provide mechanical connection'by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint's) 1, 33, 32, 31, 30 29 28, 26, 25, 24, 23, 22, 21, 20 except (jt=1b) 34=103. LOAD CASE(S) Standard . I a September 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE. PAGE M11-7479 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is basefonly upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verify the appli�abllity of design parameters and property Incorporate this design Into the overall Iva building design. Bracing Indicated Is to prevent buckling of IndlAdual fuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent coitapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and tmse systems, see ANSVTPH quality Criteria, DS849 and SCSI Building Component 7777 Greenback Lane Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Brest, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 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. I6 4 8 dimensions shown in ft4n-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. 1 2. Truss bracing must be designed by an engineer. For 0-/16" 1 2 3 TOP CHORDS C1-2 C2-3 wide truss spacing, individual lateral braces themselves may require bracing. or altemative T, I, 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 - 3 � 3 O 4. Provide copies of this truss design 10 the building For 4 x 2 orientation, locate U 'b s = designer, erection supervisor, property owner and plates 0-'4 from outside a �' u U all other interested parties. edge of truss. 0 CIL 5. Cut members to bear tightly against each other. cry Cbl CS6 0 BOTTOM CHORDS 6. Place plates on each face of truss at each v This symbol indicates the 8 7 6 5 joint and embed tufty. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' 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 appricoble 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 responsibility of truss fabricator. General practice is to X to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation grid 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-131 1, ESR-1352, ER-5243, 96048, 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 H. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® 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/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, back. words and pictures( before use. Reviewing pictures alone Plate Connected Wood Truss Construction.MiTek ® is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PpWER 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 Tress Type Qty Ply Fox T (loc) I/defl Ud PLATES GRIP Y11 t T Plates Increase R51751610 FOX_T VA4 VA -LEY {„ 1 1 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 ob e e e ce(optional) 15.2-12 152-12 t- wry �n�:�r:�w���r �egr ID:pFjtg6gz3LrB_BdP5UvtrAyfy?ridcpWMBEgvvSbinbKnhFcFBUjln50xLM6o7Neyc7lf 30-5.8 15.2-12 • Scale = 1:52.6 3x4 = 8 9 t [ '3x4 i I 30 29 - 28 . 27 { ' � 26 25 24 23, 22 21. 20 19 5x6 = , l 30-5-8 30.5-8 Plate Offsets (X.Y): 13:0-30.0-3-01. f8:0-2-0.Edgel, 124:01-3-0,0-3-01 18 3x4 a LOADING(psf)- SPACING 2-0-0-• _ CSI DEFL. in (loc) I/defl Ud PLATES GRIP 1 1 TCLL 20.0 Plates Increase 1.25 ,' TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 t TCDL 20.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 j BCLL 0.0 ' Rep Stress Incr . YES WB 0.11 Horz(TL) 0.01 17 n/a n/a, jJ BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 153 Ib FT = 20% LUMBER "f 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS • 2x4 DF No.2 ' 1 REACTIONS All bearings 30-5-8. - (lb) Max Horz 1=118(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 29, 28,'27. 26,i5. 23, 22, 21, 20, 19, 18 except 30=1103(1-C 12) Max Grav All reactions 250 lb or less atjifint(s) 1, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18_17 except 30=346(LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (13) or less except when shown. - , j1 WEBS 2-30=265/116 [ NOTES , I 1) Unbalanced roof live loads have been considered fortads design. p 2) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; 6CDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS +( (envelope) gable end zone and C -C Exterior(2) 0-7-7.to 3-7-15, Interior(1) 3-7715 to 152-12, Exterior(2) 15-2-12 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and night exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 , 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chcrd live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I fit between the bottom chord and any'other members. ' .i . r 1 7) Provide mechanical connection (by others) of truss to Eearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 29, 28, 27, 26, 25, 23; 22, 21, 20, 19, 18 except Ot=1b) 30=103. t. i LOAD CASE(S) Standard 'C 75435 c F EXP. 03!3112018 September 19,2017 i}• 1 } 1 ®WARNING - VerHy design parameters and READ NOTES ON TNI_ AND INCLUDED MITEK REFERENCE PAGE Ml1.7479 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, notj a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall - building design. Bracing Indicated is to prevent buckling of IndMdual :use web and/or chord members only. Additional temporary and permanent bracing AT®1Il.' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �Y�11 fabrication, storage, delivery, erection and bracing of trusses and trus. systems, see - ANSUTP11 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 Chrus Heights, CA 95610 Symbols Numbering System A. 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. O _t/t 6" 2. Tans bracing must be designed by an engineer. For truss Individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS C1-2 c2.7 may require bracing, or aBemative 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 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U >b designer, erection supervisor, property owner and plates 0- 146' from Outside o s' u () all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. c7-8 c&7 csa 1 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 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 4 responsibility of truss rubricator. General practice is to x 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved -- 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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/TPI1: National Design Specification for Metal 19. Review all portions or this design inn pi back. words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. M ITe �® BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 j Job Truss pe t 16 15 Ply Fox T 28-5-8 e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall PrUSIS-Ty]Qty I Plate'Offsets (X Y): (7:0-2-0 Edgel, 119:0-3-0,0-301 s FOX_T VA5 1 1 TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 20.0 Job Reference o fo a tadeavor homes. Vrowue, uA aaaaa /.VJU s Jal La LUIJ MI ex maa5lnes, mG. 1 ue aep i Oa z—a NI r rage 1 " 1D:pFjtg69z3LrB BdP5UvtrAyfyr-82J OsNp?zlm4lcz921wopoME7D?gTfUbmYhv5yc7le 13-2-12 - 26.5.8 w r - 13-2-12 - 13-2-12 F Scale = 1:46.1 3x4 9x4. i 3x4 25 24 23 22 21 20 19 18 ,17 16 15 ., - 5x6 ��• 28-5-8 e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall 11 26.5.8 I Plate'Offsets (X Y): (7:0-2-0 Edgel, 119:0-3-0,0-301 s r k LOADING (pso SPACING 2-0-0 CSI , DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 20.0 Lumber Increase . 1.25- BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 14 n/a n/a t BCDL , 10.0 Code IBC2012/TPI2007 (Matrix) ,. Weight: 123 Ib FT = iO% r 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2 f ' . REACTIONS All bearings 26-5-8. s (lb) - Max Horz 1=102(LC 17) r MaxUplift All uplift 100 Ib or less atjoint(s) 1, 24, 23, 22, 21, 19,'18. 17, 16, 15 except 25=103(LC 12) ' Max Grav All reactions 250 Ib or less atjcint(s) 1, 14, 24, 23, 22, 21, 20, 19, 18,•17, 16, 15 except 25=345(LC ` FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown' - WEBS 2-25=265/116 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=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 37-7, Interior(1) 37-7 to 132-12, Exterior(2) 132-12 to 16.0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and. forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise Indicated. j 4) Gable requires continuous bottom chord bearing. ` 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 r ( fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 24, 23, 22, 21, 19, 18, 17, 16,15 except (jt=1b) 25=103. LOAD CASE(S) Standard y Q9,OFESS/0N O 'TE C75435 c * EXP, 03/31/2018 OFCALW - September 19,2017 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. t0/a3/201S BEFORE USE. Design valid for use only with MlTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not ��• e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall uilding design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bradng - WOW Ibs always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the r fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, OSB.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 Hel hts CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ftln-sixteenths Damage or Personal Injury Dimensions ore 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 SCSI. I „ 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator TOP CHORDS c1-2 c2a bracing should be considered. WEBSe�a, 4 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. O �'� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U sb = designer, erection supervisor, property owner and plates 0 -'Ad' from outside a �' U all other interested parties. edge of truss. O p 5. Cut members to bear tightly against each other. na co -z cs-e BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the$ 7 b 5 joint and embed fully. Knots and wone 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 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, sae, 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 -131 1, 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur Icons vary but _ © 2006 MT_ek® 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 on engineer. reaction section indicates joint Fl 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® 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 I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss I Truss Type Qty Ply Fox T • l R51751612 FOX_T VA6 VALLEY 1 1 Job Reference (optional)�= tnaeswr Momes, Vrovllle, uA ebvba �1 3x4 9 - 21 - 2,0 • 19 18 . 17. 16 •15 14 .13 3x4 ' 5x6 i 22-5.8 22-5-8 Plate Offsets (X Y): 16:0-2-O.Edoel. [15:0-3-0.D-3-01 LOADING (psf) SPACING • 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195' TCDL 20.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 { BCLL 0.0 ' Rep Stress Incr ' YES WB 0.05 = Horz(TL) 0.00 12 n/a n/a j BCDL 10.0. Code IBC20121rP12007 (Matrix) Weight: 97 Ib FT = 20% 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 _ r BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. ' OTHERS 2_x4 DF No.2 REACTIONS All bearings 22-5-8. (lb) - Max Horz 1=86(LC 17) 4 Max Uplift All uplift 100 Ib or less at joint(s) 1, 20, 19; 18, 16,1 5_14, 13 except 21=103(LC 12) ' f Max Grav All reactions 250 lb or less atjoint(s) 1, 12, 20, 19, 18,117, 16, 15, 14, 13 except 21=345(LC 25) ' + . FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. t WEBS 2-21=265/116 NOTES j 1) Unbalanced roof live loads have been considered for this design. t 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 11-2-12, Exterior(2) 11-2-12 to 14-0-0 zone; cantilever . left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber - DOL=1.33 plate grip DOL=1.33 / ' 3) All plates are 1.5x4 MT20 unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. i; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r i " 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 100 Ib uplift at joint(s) 1, 20, 19, 18, 16, 15, „ - 14, 13 except (it=1b) 21=103. M LOAD CASE(S) Standard I t September 19,2017 r f' I E 11-2-12 11-2-12- - r.4au s uai zo zuia Mr, ex mausmes, mc. , ue bep is m:zrzc zu1 r rage i ID:pFjtg69z3Lr8 BdP5UvtrAyfy9r-fEtNEC0RmHAdhuAgjlp9K1LX_WZEZwHegQHERXyc7Id 22-5.8 11-2-12 - Scale = 1:39.1 3x4 = t • - , 8 7 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6 4 8 dimensions shown in ft4rv-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. 01 „ -/1 2. Truss bracing must be designed by an engineer. For 6 1 2 3 TOP CHORDS C1-2 C2-3 wide truss spacing, individual lateral braces themselves may require bracing, or a8ernative T, L or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design boding shown and never inadequately braced trusses. p' stack materials on O �•> ; �y� ; w = O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate e designer, erection supervisor, property owner and plates 0-'4d' from outside a u U all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. C7-8 C6-7 csc O H 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 I. ' Plate location details available in MfTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall 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 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 X 4 `Width measured perpendicular 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 ore 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 -131 1, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins 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 (supports) occur. Icons vary but © 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 on 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® 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 I Quality Criteria Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 14'08 r Job Truss Truss Type f e Qty Ply Fox—T - 851751613 FOX_T VA7 VALLEY 1 1 Job Reference(optional) 9.2-12 9.2-12 ` 3x4 = ' 5 aep ro uo:� ru a k r rage i ID: pFjtg69z3LrB_BdPSUvtrAyfy9r-7QQIRY03XbIUJ21LHTKOtEtilcwuTl Ngn241 ozzyc7lc 18-5-8 + 9.2-12 ` • Scale: 3/8--l' 6 i ( 3x4 i 18 17 + 16 15 14 13 12 11 3x4 3x4 = P 18-5.8 Plate Offsets (X,Y): 15:0-2-O.Edael t LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) I/deft L/d PLATES GRIP t TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.08 , Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Iner YES WB 0.04 Horz(TL) 0.00 10 n/a n/a t BCDL 10.0 Code IBC20112/TPI2007 (Matrix), - Weight: 73 111 FT = 20% { :LUMBER' 1' BRACING I. 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2 REACTIONS All bearings 18-5-8. (lb)- Max Horz 1=69(LC 13) r Max Uplift, All uplift 100 Ib or less at joint(s) 1, 17,,16, 14, 12, 11 except 18=102(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 1, 10, 17, 16, 15, 14, 12, 11 except 18=345(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' p' WEBS 2-18=264/115 i NOTES ' I 1) Unbalanced roof live loads have been considered for this design. f 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. .11; Exp C; enclosed; MWFRS ' (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9-2-12, Exterior(2) 9-2-12 to 12-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f 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. - 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) .1, 17, 16, 14, 12, 11 except (it=1b) 18=102. LOAD CASE(S) Standard September.19,2017 ' ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE N11-7473 rev. 10/038015 BEFORE USE. _ Design valid for use only with Mrreh® connectors. This design Ls based only upon parameters shown, and Is for an Individual building component, not. a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall _�• building design. Bracing Indicated Is to prevent buckling of IndMdual -mss web and/or chord members only.'Addhional temporary and permanent bracing ��T®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 ANSUTPII Quality Crtterla, 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 Chrus Heights, CA 85610 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. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ff-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 BCS1. 01 „ -/1 2. Truss bracing must be designed by an engineer. For 6 T I I 1 2 3 TOP CHORDS ci-z cm wide truss spacing, individual lateral braces themselves may require bracing, or altemative T,1, or Eliminator bracing should be considered. WEBS4 3. Never exceed the design looding.shown and never p, stack materials on inadequately braced trusses. O �•� ; ��� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a designer, erection supervisor, property owner and plates 0 -'Al' from outside 0- �'° u U all other interested parties: edge of truss. 0C7-8 all 5. Cut members to bear tightly against each other. cep cse 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 SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for .PLATE 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 X /) width measured perpendicular responsibility of truss fabricator. General practice is to 'T to slots. Second dimension is comber 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 -131 1, 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports). occur. Icons vary but © 2006_MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter 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/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM.-ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 1Q'OS ;moi •� K; Job I . Truss Truss Type Qty Ply Fox—T • ' � R51751614 FOX T VAB GA'3LE 1 • 1 SPACING 2-0-0 CSI DEFL' in (loc) Weft o . Ud ob EefgLej3ce (optional rnaeawr Humes, , a.n aaaoa y ID:pFjtg69z3LrB—BdP5UvtrAyfy?r-bdJfuPiluQLxCKYgArdPSOuxKFllq_xHkmLWOyc7lb .. 7 10-0 # - - 15-8-0 7.10-0 - I • . • 7-10.0 1 - : 3x4• I I , Scale = 1:31.1 • ,, - `3x10 II IS ' 3x10 3x10- • 6.00 f772r•' i4 - 6 3x10 II .3 - WO II . 17 I 16 1 16 3x10 II 1 _ 3x4 2 - - 8 I - 1 } t .4 / '3x8 i 15 14 13 12 11 10 - • ` 1.5x4 II .1.5x4 II 1.5x4 II 1:5x4 II' _ 1.5x4 II ( - 1.5x4 III r ' 3x8 1 t REACTIONS All bearings 15 8-0. t, 1 (Ib) - Max Horz 1=56(LC 12) + t Max Uplift All uplift 100 Ib or less at Joint(s) 1, 9, 13, 15, 14, 11, 10 r ' Max Grav All reactions 250 Ib or less atjolnt(s) 1, 9, 13, 12, 14, 11 except 15=286(LC25), 10=260(LC 26) � ' N t FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. t . NOTES [ t•. 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf' h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 1-3-4 to 4-0-0, Interior(1) 4 -0 -Oto 7-10-0, Exterior(2) 7 -10 -Oto 10-10-0 zone; cantilever ' t left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber I 1 DOL=.33 plate grip DOL=1.33 t , 3) Gable requires continuous bottom chord bearing. 4) This tr lss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. ~ t 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 Ib uplift at joint(s) 1,, 9, 13, 15, 14, 11„ I 10. It 1 . ! - a / LOAD CASES) Standard QLOFESS/0, TE00 R Os�. y� . o C 75435 w c * EXP, 03/31/2018 t September 19,2017 I ®WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010.7/2015 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 appitcabllky of design parameters and properly Incorporate this design Into the overall building'design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing is ahvays 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,Alexandria, VA 22314. MiTek' 7777 Greenback Lane , LOADING (PST) SPACING 2-0-0 CSI DEFL' in (loc) Weft o . Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 I TC 0.03 Vert(LL) • n/a n/a 999 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.04. Vert(TL) • n/a n/a 999 t BCLL 0.0 ' 1 Rep Stress Incr YES, WB 0.04 Horz(TL) 0.00 9 n/a n/a t BCDL 10.0 Code IBC2012rrPI2007 (Matrix), 1 Weight:781b FT 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 . TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. I BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. t OTHERS 2x4 DF Std t REACTIONS All bearings 15 8-0. t, 1 (Ib) - Max Horz 1=56(LC 12) + t Max Uplift All uplift 100 Ib or less at Joint(s) 1, 9, 13, 15, 14, 11, 10 r ' Max Grav All reactions 250 Ib or less atjolnt(s) 1, 9, 13, 12, 14, 11 except 15=286(LC25), 10=260(LC 26) � ' N t FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. t . NOTES [ t•. 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf' h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 1-3-4 to 4-0-0, Interior(1) 4 -0 -Oto 7-10-0, Exterior(2) 7 -10 -Oto 10-10-0 zone; cantilever ' t left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber I 1 DOL=.33 plate grip DOL=1.33 t , 3) Gable requires continuous bottom chord bearing. 4) This tr lss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. ~ t 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 Ib uplift at joint(s) 1,, 9, 13, 15, 14, 11„ I 10. It 1 . ! - a / LOAD CASES) Standard QLOFESS/0, TE00 R Os�. y� . o C 75435 w c * EXP, 03/31/2018 t September 19,2017 I ®WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010.7/2015 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 appitcabllky of design parameters and properly Incorporate this design Into the overall building'design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing is ahvays 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,Alexandria, VA 22314. MiTek' 7777 Greenback Lane , Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/a Center plate on joint unless x, y Failure to Follow Could Cause Property 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 scole) 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. 0-1v „ 2. Trus bracing must be designed by an engineer. For 16 1 2 3 TOP CHORDS c1-2 csa wide truss spacing. individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. W EBS4 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. O �•�O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate A-liy- designer, erection supervisor, property owner and plates 0 �n6' from outside a C=J all other interested parties. edge Of truss. a0 5. Cut members to bear tightly against each other. c7-8 cel c5-6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol Indicates the 8 7 b S joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TP11. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. "Plate location details available in MITek 20/20 software O� 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 oppricoble 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. Comber is a non-structural consideration and is the Width measured perperidiCUlar 4 x 4 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 specified. Indicated by symbol shown and/or ESR -131 1, 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 purrins 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 (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved --_ __,_:.___,_".._ __; __ ," 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on 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 nil project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSIAPI 1 Quality Crilerio. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 I 4 f r Endeavor a �mwue, cit aoaoo ,I - 17-0-4 .. 17-0-4 i r. 4 r.wu s dm ea a u mi i ex mausmes, mc. i ue aep ro w:c r:ca cu i r rage r 1 I D: pFjtg69z3LrB_BdP5UvtrAyfy?r-3pYVs DQ K3CYCYMvkOu Nsyfz2 B kavmFd4WO Wu2syc7la 340-8 _ . 3x4 = 8 9 10 17-0.4 Scale = 1:58.8 '4 • 5. Truss Type Qty Ply Fox T rob 7VPlSS 5x6 i 851751615 OX_T � VALLEY 1 1 1 3. Job Reference (optional �mwue, cit aoaoo ,I - 17-0-4 .. 17-0-4 i r. 4 r.wu s dm ea a u mi i ex mausmes, mc. i ue aep ro w:c r:ca cu i r rage r 1 I D: pFjtg69z3LrB_BdP5UvtrAyfy?r-3pYVs DQ K3CYCYMvkOu Nsyfz2 B kavmFd4WO Wu2syc7la 340-8 _ . 3x4 = 8 9 10 17-0.4 Scale = 1:58.8 w C75435 rsC m EXP.'03/31/2018 ` t q OFCAUF { September 19,2017 } ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 A� ■■ building design. Bracing Indicated Is to prevent buckling ofindividual truss web and/or chord members only. Additional temporary and permanent bracing r _ M!Tek* 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 ANSUTPII Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane rl Safety Irdormatlon available from Truss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandria, VA 22314. Suite 109 1 Cftrus Heights, CA 95610 '4 • 5. ; 13 5x6 i 14 ) 5x6 1 3. - 15 y I 2 _ - 16 1 JR1 IRI .1.1 lot IRI 17 • 3x4 3x4 - 31 30 29 28 27 26 25 24 •23 22 21 20 19 18 5x6 = 5x6 ', •+ . .i 1 • �.. 34.48 348 r Plate Offsets MY): 13:0-3-0,0-3-01, 19:0-2-0,Edo e].[15:D-3-0.0-3-01.[22:D-3-0.D-3-01.[25:0-3-0.D-3-01 i F i LOADING_ (psf) SPACING 2-0-0 ,' CSI DEFL . in (loc) I/deft Ud PLATES GRIP a TCLL 20.0 Plates Increase • 1.25 TC 0.13 Vert(LL) . n/a - n/a 999% • MT20 220/195 -TCOL 20.0 Lumber increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 t � BCLL 0.0 Rep Stress Inc YES WB 0.14 Horz(TL) 0.01 17 n/a n/a j BCDL 10.0 Code IBC2012/TPI2007 (Matrix),i .'Weight: 181 Ib FT = 20% i 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 1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS' , 2x4 DF No.2 REACTIONS All bearings 34-0-8. 1 (lb) - Max Hoa 1-132(LC 13) r Max Uplift All uplift 100 Ib or less at joint(s) 1, 30, 29; 28, 27, 26, 23, 22, 21, 20,19 except 31=-103(LC 12), 18=-104(LC.13) ^ f Max Grav All reactions 250 Ib or less at joint(s) 1, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 17 except ;' 31=346(LC 25), 18=348(LC 1) ; c FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-31-265/117, 16-18=267/118 + ` t NOTES - �. A 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=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS ' ( (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 4-0-0, Interior(1) 4-0-0 to 17-0-4, Exterior(2) 17-0-4 to 20-5-2 zone; cantilever left , and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. + 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 100 Ib uplift at joint(s) 1, 30, 29, 28, 27, 26, f23, 227 21, 20, 19 except'ot=lb) 31=103,18=104. • r Q�OFESS/C LOADCASE(S) Standard ~� ' �t�Q IEODC O w C75435 rsC m EXP.'03/31/2018 ` t q OFCAUF { September 19,2017 } ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 A� ■■ building design. Bracing Indicated Is to prevent buckling ofindividual truss web and/or chord members only. Additional temporary and permanent bracing r _ M!Tek* 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 ANSUTPII Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane rl Safety Irdormatlon available from Truss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandria, VA 22314. Suite 109 1 Cftrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/a Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. I6 4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to stole) 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. 0-1v „ 2. Truss bracing must be designed by an engineer. For 16 1 2 3 TOP CHORDS cr-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or allemotive T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never Oe stack materials on inadequately braced trusses. O �•� ; ��� 3 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 O- W' from outside 0- u U all other interested parties. edge Of truss. a0 5. Cut members to bear tightly against each other. Cz� csz cs BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol Indicates the8 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 shag not exceed 19% of 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 -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 purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 98-67, 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 (supports) occur. Icons vary but © 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/TPI I : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone isnot sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro PERFORM." ANSIAPI t Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 14'08 Endeavor Homes, Orovi le, CA 95965 L . s JW 25 20 W MI I ex mdu5l/1es, Irl.. I ue Sep 19 06:311:3 1 201 / rage I ID:pFjtg69z3Lr6 BdPSUvtrAyfy?r-7BgGHvRaapowog37WJPK142OgXGNEAINzi7761yc71Y 15-0-4 • — .3668 15.0-4 15-0-4 Scale = 1:51.9 I r 3x4 = 8 9 3x4 i 27 26 .25 24 23 22 21 20 19 16 17 16 3x4 5x6 = 30.68 3668 Plate Offsets (X.Y): 13:0.3-0.0-3-01. 18:0-2-O.Edgel. 113:0-3-0.0-3-01. 121:0-3-0.0-301 LOADING (psf) Job Truss Truss Type Qty Ply Fox T L/d TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) 851751616 n/a FOX_T VP2 VA -LEY 1 1 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES ob Reference(optional) Endeavor Homes, Orovi le, CA 95965 L . s JW 25 20 W MI I ex mdu5l/1es, Irl.. I ue Sep 19 06:311:3 1 201 / rage I ID:pFjtg69z3Lr6 BdPSUvtrAyfy?r-7BgGHvRaapowog37WJPK142OgXGNEAINzi7761yc71Y 15-0-4 • — .3668 15.0-4 15-0-4 Scale = 1:51.9 I r 3x4 = 8 9 3x4 i 27 26 .25 24 23 22 21 20 19 16 17 16 3x4 5x6 = 30.68 3668 Plate Offsets (X.Y): 13:0.3-0.0-3-01. 18:0-2-O.Edgel. 113:0-3-0.0-3-01. 121:0-3-0.0-301 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a n/a 999 TCDL 20.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 15 n/a n/a BCDL 10.0 Code ISC2012lrP12007 (Matrix) r PLATES GRIP MT20 220/195 Weight: 149 Ib FT = 20% 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 BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing. OTHERS 2x4 DF No.2 REACTIONS ' All bearings 300-8. (lb) - Max Hoa 1-116(LC 17) Max Uplift All uplift 100 Ib or less at joint(s) 1, 26, 25, 24, 23, 20, 19, 18,,17 except 27=103(LC 12), 16=-104(LC 13) Max Grav All reactions 250 Ib or less at joint(s) 1, 26, 25, 24, 23, 22, 21, 20, 19, 18, 17, 15 except 27=346(LC 25), 16=348(LC 1) FORCES (lb) -Max. Comp./Mex. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-27=265/116, 14-16=267/117 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vas&87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 07-7 to 37-7, Interior(1) 37-7 to 15-0-4, Exterior(2) 15-0-4 to 18-00 zone; cantilever left and right exposed ; end vertical left and right exposed; 7-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.50 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. - 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.Optf on the bottom chord in all areas where a rectangle 36-0 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 hearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 26, 25, 24, 23, 20, 19, 18, 17 except 0=1b) 27=103,16=104. LOAD CASE(S) Standard UJ C 75435 EXP. 03/3112018 # -It *_OFCAO September 19,2017 ®WARNING - Verily, design parameters and READ NOTES ON TNIr AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTek® 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 verity the appl �bllity of design parameters and property Incorporate this design Into the overall' building design. Bracing Indicated is to prevent buckling of Individual cuss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible p- moral Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee 6treet, Suite 312, Alexandda, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System A 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 shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths: (Drawings not to scaler 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. �1 n ' /16 2. Truss bracing must be designed by an engineer. For themselves 1 2 3 TOP CHORDS ct-2 cza wide truss spacing, individual lateral braces may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS coo 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O ��1 3 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �e = designer, erection supervisor, property owner and plates 0 -'ns' from outside o- �' v U all other interested parties. edge Of Truss. p 5. Cut members to bear tightly against each other. c7-8 C6-7cs-4 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/TP1 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI I. ' 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 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 specified. Indicated by symbol shown and/or ESR -131 1, 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 purrins 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 otherMse noted. Indicates location where bearings . <�no (supporfs).occur. Icons vary but C 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated olherwise. 18. Use of green or treated lumber may pose unacceptable — environmental, health or performance risks. Consult with project engineer before use. Industry Standards' - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 rnaeavor homes, urowie, uA aonoo r.asu s do, zo zuis mi i es mausmes, mc. i ue bep 1V Mad :az zui r rage 1 ID: pFjlg69z3LrB_BdP5UvtrAyfy?r-TOEeUFSCL7wmPpeJ3OwZalaYPxcczdS WCMkYfByc71X 13-0-4. _ 260.8 13.0-4 - - 13-0-4 ' - Scale = 1:45.3 1 30 = •, - , a 7 8 1( i t t , 1 r , rnaeavor homes, urowie, uA aonoo r.asu s do, zo zuis mi i es mausmes, mc. i ue bep 1V Mad :az zui r rage 1 ID: pFjlg69z3LrB_BdP5UvtrAyfy?r-TOEeUFSCL7wmPpeJ3OwZalaYPxcczdS WCMkYfByc71X 13-0-4. _ 260.8 13.0-4 - - 13-0-4 ' - Scale = 1:45.3 1 30 = •, - , a 7 8 1( i t } ' LOADING (psf) TCLL 1 20.0. -TC DL 20.0 BCLL 0.0 ' BCDL 10.0 Truss Tnss Type - � • Qty Pty Fox T rob - BOT CHORD 2x4 DF. No.2 r' BOT CHORD Rigid ceiling'directly applied or 10-0-0 oc bracing. '• 851751617 X_T VP3 VALLEY 1 1 t Max.Uplift All uplift 100 Ib or less at joints) 1, 22, 21; 20, 19, 17, 16, 15 except 23=103(LC 12), 14=104(LC i Job Reference o t'o a rnaeavor homes, urowie, uA aonoo r.asu s do, zo zuis mi i es mausmes, mc. i ue bep 1V Mad :az zui r rage 1 ID: pFjlg69z3LrB_BdP5UvtrAyfy?r-TOEeUFSCL7wmPpeJ3OwZalaYPxcczdS WCMkYfByc71X 13-0-4. _ 260.8 13.0-4 - - 13-0-4 ' - Scale = 1:45.3 1 30 = •, - , a 7 8 1( i t } ' LOADING (psf) TCLL 1 20.0. -TC DL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code IBC20121TPI2007 _ CSI TC 0.13 BC 0.08 • WB 0.07 (Matrix) DEFL in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) 0.00 13 n/a n/a PLATES GRIP MT20 220/195 Weight: 120 Ib FT = 20% LUMBER M + f s 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 r' BOT CHORD Rigid ceiling'directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2, REACTIONS All bearings 26-0-8. (lb) - Max Horz 1=100(1-C 17) t Max.Uplift All uplift 100 Ib or less at joints) 1, 22, 21; 20, 19, 17, 16, 15 except 23=103(LC 12), 14=104(LC i 13) 4 Max Grav All reactions 250 lb or less atjcint(s) 1, 13, 22, 21; 20,19.181.17, 16, 15 except 23=345(LC 1), E 14=349(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 or less except when shown. t WEBS 2-23=265/116,12-14=2681117 f I 1 NOTES I +. E 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vas&87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 13-0-4, Exterior(2) 13-0-4 to 16-0-0 zone; cantilever left i and right exposed ; end vertical left and right exposed; '.-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 1 plate g'rip'DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated_. • - } 4) Gable'requires continuous bottom chord bearing. .` 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 20.0pf on the bottom chord in all where a rectangle 3-6-0 tell by 2-0-0 wide will areas fit between the bottom chord and any other members.-, 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 22, 21, 20, 19, 17, 16, 15lexcept (jt=1b) 23=103,14=104. - i Qtp.pFESSI t LOAD CASE(S) Standard "•. ��� IEOL fr to C 75435 c m 1 - * EXP. 03/31/2018 r r q ' September 19,2017 - 4 1 ®WARNING- Verify design parameters and READ NOTES ON TNIs AND INCLUDED MITEK REFERENCE PAGE VII -7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MrrekS 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 appl:jability, of design parameters and properly Incorporate this design Into the overall ' building design. Bracing Indicated Is to prevent buclding of Individual vuss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible p<rsonal injury and property damage. For general guidance regarding the ( fabrication, storage, delivery• erection and bracing of trusses and Crus: systems, see ANSIITPII Quality Criteria, OSS49 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 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets ore indicated. I 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 I 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 1 ,1 0.1/,611 ' /16 2. Truss bracing must be designed by an engineer. For lateral braces themselves If k 1 2 3 TOP CHORDS C1-2 C2-3 wide truss spacing, individual may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p, stack materials on inadequately braced trusses. O '> 3 ��� s 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-'A& from outside a u U all other interested parties. edge Of truss, a0 5. Cut members to bear tightly against each other. C7-8 z cs� BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol Indicates the$ 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/rPI 1. Plate location details available In MITek 20/20 Software Ot 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 4 responsibility of truss fabricator. General practice is to x 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 -131 1, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purrins 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 (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section Indicates joint - Bl• ® 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/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, words and plc before use. Reviewing pictures alone Plate Connected Wood Truss Construction. o isnot sufficient. fficie 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, POWER r0 PERFORM." ANSI/TPI 1 Quality Crilerio. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Pty Fox 7 , • 1Qty 10 21 R51751618 FOX_T VP4 VALLEY � 1 1 1 job Reference (optional tnaeavor homes. urovme, uA noyuo r r.nau s zuia mi res mousmes, mc. rue aep - --a— r rage i ID:pFjtg69z3LrB_BdP5UvtrAyfy9r-yao0ibTg6R2d1 zDVdjRo6V7j9Lxri54gROU6Bdyc71W r 11-0-4 • 22-0.8 11-04 - ` 11-04 t - Scale = 1:38.4 1 r t 3x4 i 6 r • • t *NOTES , 1) Unbalanced roof live loads have been considered for this design. I ! 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS ( (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 11-0-4,Exterior(2) 11-0-4 to 14-0-0 zone; cantilever left fand right exposed ; end vertical left and right exposed;; -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 kplate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. s 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 frt between the bottom chord and any other members. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1, 18, 17, 16, 14,13 except (it=1b) 19=103, 12=105. { LOAD CASE(S) .Standard i r September 19,2017" C t r ®WARNING - Vedfy design parametera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,171.7473 rev. 10/0312015 BEFORE USE.I - Design valid for use only with MfTekO 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 ■.Y■ - building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. - Suite 109 Citrus Hel hts CA 95610 2 i a 10 21 20 1 it. ' - i .19 18 ', 17 1 ' 16 15 14. -, 13 12 `3x4 5x6 = s ,3x4 . j!�. , • . •228 i ... 228 I f- Plate Offsets MY): 16:0-2-0 Edgel (13:0-3-0.0-3-01 - 1 r , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP • ( TCLL 20.0 Plates Increase, 1.25 TC 0.13 Vert(LL) n/a n/a _ 999 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 SC 0.08 Vert(TL) n/a n/a 999 f ` + BCLL 0.0 ' Rep Stress incr YES • WB 0.05 Horz(TL) 0.00 11 n/a = n/a • t BCDL 110.0 Code IBC2012/TPI2007 (Matrix) - 1 Weight: 94 Ib FT = 20% ' I LUMBER BRACING + ' TOP CHORD, 2x4 DF No.2 ,' ; ` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DFNo.2,' BOT_CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2 ` ' REACTIONS All bearings 22-0-8.. ` 1 ;(lb)- Max Horz 1=84(LC 12) - } Max Uplift All uplift 100 Ib or less at joint(s) 1, 18, 17, 16, 14_13 except 19=103(LC 12), 12=105(LC 13) t Max Grav All reactions 250 lb or less atjoint(s) 1, 11, 18, 17, 16, 15, 14, 13 except 19=345(LC 25), ,12=349(LC 26) - r FORCES (lb) -Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown.' �. WEBS 2-19=265/1116,110-12=268/11118 I �_ 1 • • t *NOTES , 1) Unbalanced roof live loads have been considered for this design. I ! 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS ( (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 11-0-4,Exterior(2) 11-0-4 to 14-0-0 zone; cantilever left fand right exposed ; end vertical left and right exposed;; -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 kplate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. s 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 frt between the bottom chord and any other members. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1, 18, 17, 16, 14,13 except (it=1b) 19=103, 12=105. { LOAD CASE(S) .Standard i r September 19,2017" C t r ®WARNING - Vedfy design parametera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,171.7473 rev. 10/0312015 BEFORE USE.I - Design valid for use only with MfTekO 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 ■.Y■ - building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. - Suite 109 Citrus Hel hts CA 95610 Symbols Numbering System A 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. 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. 0-1/1611 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 cza wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. c 4 3. Never exceed the design loading shown and never , stack materials on inadequately braced trusses. Z4 -11 O �•> ;3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U vb = designer, erection supervisor, property owner and plates 0 -'Ag' from Outside o- �' u U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. cz-s cdz C. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the ' $ 7 6' S ' - ' 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 Of 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 firsYdimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structurol consideration and is the A 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, sae, 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, 96048, 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 (supports) .occur. Icons vary but __ _ © 2006 MiTe& All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior _ of on engineer. reaction section indicates joint ` _ _approval OO ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable t9l-- environmental, health or performance risks. Consult with project engineer before use. , Industry Standards' — - ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. O and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. M'Te k is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORM.'" ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 r 7 .4 2 1716El t 3x4 G 15 14 . 113 12 11 10 3x4 5x6 — I . 18-0-8 � - � ,e-ae I r Plate Offsets KY): 15:0-2-O.Edgel: 111:0-3-0.0-3-01 • 'LOADING(psf) SPACING 2-40 ` CSI DEFL; in (loc) I/deft Ud PLATES GRIP t ` 20.0 •Plates Increase - ' • ' TCLL 1.25 TC 0.13 _ Vert(LL) n/a n/a 999 MT20 220/195 ` ' TCDL 20.0 Lumber Increase 1.25 BC .0.08. _ Vert(TL) n/a - n/a 999 , BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL ; 10.0 - - Code IBC2012/TPI2007 (Matrix) - - • Weight: 70 Ib 20°h .t ' LUMBER • � - ` BRACING 1 TOP CHORD 2it4 DF No.2 r TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .. OTHERS 2x4 DF No.2 t ' REACTIONS All bearings 18-0-8. - (lb) - Max Horz 1=68(LC 17) Max Uplift All uplift 100 Ib or less atjoint(s)'1, 9, 14,.13, 12, 11 except 15=-101(LC 12), 10=-103(LC 13) • r •-• Max Gfav All reactions 250 Ib or less atjcint(s) 1, 9, 14, 13, 12, 11 except.15=344(LC 1), 10=348(LC 1) • FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (I�3) or less except when shown: - • WEBS r 2-15=264/114, 8-10=-267/115 � � NOTES - + 1) Unbalanced roof live loads have been considered for this design. t' - 2) Wind: ASCE 7-10; Vuk=110mph (3 -second gust) Vasdk87mph; TCDL=4'2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS - (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9-0-4, Exterior(2) 9-0-4 to 12-0-0 zone; cantilever left .t and right exposed ;end vertical left and right exposed;. C for members and.forces & MWFRS for reactions shown; Lumber DOL=1.33 ; • • • y plate grip DOL=1.33 �• 3) All plates are 1.5x4 MT20 unless otherwise Indicated. , 4) Gable requires continuous bottom chord bearing: 1 5) This truss has been designed fora 10.0 psf bottom chard live load nontioncurrent with any other live loads. 6)*. This truss has been designed for a live load of 20.0pef 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. ' t 7) Provide mechanical connection (by others) of truss to Fearing plate capable ofwithstanding 100 Ib uplift at joint(s) 1, 9, 14, 13, 12, 11 except 0=11b) 15=101, 10=103. " ff1 LOAD CASE(S) Standard 1- - , • QqUJ LIU Job Type r Oty Ply Fox T , ` Puss 851751619 r FOX T. 5 - �Trviss VALLEY Y 1 1 ` , 4 Job Reference (optional) Endeavor Homes, Orovllle, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Tue Sep 19 06:21:34 2017 Page 1 ID:pFjtg69z3LrB BdP5UvtrAyfy7r-OmMOvxUStkAUf7oiBRylfjguvlH5RYapfgDfj3yc7N .• 30-4. , 18.0.8 9-0-4-4 30.4 . - , Scale = 1:31.4 3x4 = - i ` 5 r 7 .4 2 1716El t 3x4 G 15 14 . 113 12 11 10 3x4 5x6 — I . 18-0-8 � - � ,e-ae I r Plate Offsets KY): 15:0-2-O.Edgel: 111:0-3-0.0-3-01 • 'LOADING(psf) SPACING 2-40 ` CSI DEFL; in (loc) I/deft Ud PLATES GRIP t ` 20.0 •Plates Increase - ' • ' TCLL 1.25 TC 0.13 _ Vert(LL) n/a n/a 999 MT20 220/195 ` ' TCDL 20.0 Lumber Increase 1.25 BC .0.08. _ Vert(TL) n/a - n/a 999 , BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL ; 10.0 - - Code IBC2012/TPI2007 (Matrix) - - • Weight: 70 Ib 20°h .t ' LUMBER • � - ` BRACING 1 TOP CHORD 2it4 DF No.2 r TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .. OTHERS 2x4 DF No.2 t ' REACTIONS All bearings 18-0-8. - (lb) - Max Horz 1=68(LC 17) Max Uplift All uplift 100 Ib or less atjoint(s)'1, 9, 14,.13, 12, 11 except 15=-101(LC 12), 10=-103(LC 13) • r •-• Max Gfav All reactions 250 Ib or less atjcint(s) 1, 9, 14, 13, 12, 11 except.15=344(LC 1), 10=348(LC 1) • FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (I�3) or less except when shown: - • WEBS r 2-15=264/114, 8-10=-267/115 � � NOTES - + 1) Unbalanced roof live loads have been considered for this design. t' - 2) Wind: ASCE 7-10; Vuk=110mph (3 -second gust) Vasdk87mph; TCDL=4'2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS - (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9-0-4, Exterior(2) 9-0-4 to 12-0-0 zone; cantilever left .t and right exposed ;end vertical left and right exposed;. C for members and.forces & MWFRS for reactions shown; Lumber DOL=1.33 ; • • • y plate grip DOL=1.33 �• 3) All plates are 1.5x4 MT20 unless otherwise Indicated. , 4) Gable requires continuous bottom chord bearing: 1 5) This truss has been designed fora 10.0 psf bottom chard live load nontioncurrent with any other live loads. 6)*. This truss has been designed for a live load of 20.0pef 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. ' t 7) Provide mechanical connection (by others) of truss to Fearing plate capable ofwithstanding 100 Ib uplift at joint(s) 1, 9, 14, 13, 12, 11 except 0=11b) 15=101, 10=103. " ff1 LOAD CASE(S) Standard 1- - , • QqUJ f r ®WARNING- VerKy design Oarametera and READ NOTES ON THl_ AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/03/7015 BEFORE USE. - Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an Individual building domponent, not - �• a tress 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 building of IndMdual ,nrss web and/or chord members only. Additional temporary and permanent bracing ' MiT®k- is ehveys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabAcation, storage, delNery, erection and bracing of trusses and Irirs: systems, see ANSVTPII Quality Criteria, DSB-09 and BC61 Building Component 7777 Greenback Lane Safety IMormatlon available from Truss Plate Institute, 218 N. Lee :,reel Suite 312, Alexandria, VA 22314. - • r Suite 109 - Citrus Heights, CA 95610 pFESS/0 • � 1 Q TEO • • �nycR � •• - c��oJ C 75435 112018 f September 19,2017 - f r ®WARNING- VerKy design Oarametera and READ NOTES ON THl_ AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/03/7015 BEFORE USE. - Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an Individual building domponent, not - �• a tress 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 building of IndMdual ,nrss web and/or chord members only. Additional temporary and permanent bracing ' MiT®k- is ehveys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabAcation, storage, delNery, erection and bracing of trusses and Irirs: systems, see ANSVTPII Quality Criteria, DSB-09 and BC61 Building Component 7777 Greenback Lane Safety IMormatlon available from Truss Plate Institute, 218 N. Lee :,reel Suite 312, Alexandria, VA 22314. - • r Suite 109 - Citrus Heights, CA 95610 Symbols Numbering System A 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 ft4ro-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 stobifity 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 2 3 TOP CHORDS c1-2 c23 wide truss spacing, individual lateral braces themselves may require bracing, or o"emotive T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading.shown and never inadequately braced trusses. p, stack materials on O �'> ; �y� ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U sb � = designer, erection supervisor, property owner and plates 0- 'n6' from Outside �' u U CIL all other interested parties. edge Of 1n155. 0 a - 5. Cut members to bear tightly against each other. C7 -8 co- cs� H 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 I. 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 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, sae, 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 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, or less, if no ceiling is installed, unless otherwise noted. BEARING r Indicates location where bearings (supports) occur. Icons vary but ©2006 Mitek®All Rights Reserved - - -- k __- 15. Connections not shown are the responsibility of others. 16. Do not cut or aller truss member or plate without prior approval of an engineer. -- - - reaction sectiorrindicdtes 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. M7ek Engineering Reference Sheet: Mll-7473 rev. 10-'08 { F 3x4 4 1� 10 9 8 - 14.0.8 14b8 1 Job Truss Truss Type Qty PlyFox T LOADING (psf) SPACING I CSI DEFL In - R51751620 FOX_T r VPG VALLEY 1 - 1 Vert(LL) n/a n/a 999 MT20 220/195 . I 1.25 BC 0.08 ob R e ence o do a • oey is rays . ID:pFjtg69z3LrB BdP5UvtrAyfy r-OmMOvxUStkAUf7oiBRylfjguxlH2RYhpfgDfj3yc7N 7-0.4 14.48 7.0.4 _ 7-0-4 . - 3 - •, -. '� Scale: 3x4 = 14 3x4 Plate Offsets MY): 14:0-2-O.Edael + Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not - _ �• - LOADING (psf) SPACING .2-0-0 CSI DEFL In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 ,- TC 0.12.1 Vert(LL) n/a n/a 999 MT20 220/195 t TCDL • 20.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a . 999 ' BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a i BCDL 10.0 a' Code IBC2012/TPI2007 (Matrix) 1 Weight: 49 Ib FT = 20%. I LUMBER - y BRACING - TOP CHORD 2x4 DF No.2 1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 DF No.2' r• BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. - I OTHERS •2x4 DF No.2 + REACTIONS Allbearings 14-0-8. i (lb) - Max Horz'1=52(LC 12) Max Uplift All uplift 100 Ib or less at jojnt(s) .1, 7, 10, 9 except 11=108(LC 12), 8=11111(LC 13) Max Grav All reactions 250 Ib or less at joint(s) 1, 7,.10, 9 except 11=347(LC 25), 8=351(LC 26) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 1 WEBS 2-11=271/124, 6-8=275/125 + NOTES t x v 1) Unbalanced roof live loads have been considered for this design. r 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS I (envelope) gable end zone and C -C Exterior(2) D-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-0-4, Exterior(2) 7-0-4 to 10-0-0 zone; cantilever left and richt exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33, f plate grip DOL=1.33 4 3) All plates are 1.5x4 MT20 unless otherwise Indicated. ' 1 4) Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s) 1, 7, 10, 9 except 0=1b) 11=108, 8=111: k LOAD CASES) Standard 1 • r a l 1 r 1 V .15 w ' C 75435 "c R * EXP. 0313112018 " s l OFCAI\F0� r' September 19,2017 ®WARNING - Verily design parameters'and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. r - Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not - _ �• - a truss system. Before use, the Wilding 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 WOW 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 ANSVTPI1 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 95610 a 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 J dimensions shown in ft4n-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 SCSI. 0-1/1611 2. Tans bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 cm _ wide truss spacing, individual lateral braces themselves may require bracing, or ahemative T, I, or Eliminator bracing should be considered. WEBS3• Never exceed the design loading shown and never QA,:4 stack materials on inadequately braced trusses. O�•;� 3O4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and plates 0 -'ng' from outside � Uall other interested parties. edge of truss. 5. Cut members to bear tightly against each other. cr a cs� O 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 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 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, odentation 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 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, or less, if no ceiling is installed. unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but ©2006MTek®,All Rights Reserved _. _ .. 15. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior approval of an engineer. reaction section indicates jointFt 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:19. - ANSI/TPII : National Design Specification for Metal Review all portions of this design inn(front,pi 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, POWER rO PERFORM." ANSI/TPI I Qualify Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. f MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Fox T .. . - 10.0-6 r ' 10.0-8 ' R51751621 FOX_T VP? VW -LEY � 1 1 DEFL in (loc) I/deft Ud PLATE_ S GRIP TCLL 20.0 Plates Increase 1.25 , TC' 0.14 f Job Reference o fo a tnaeavor n_ omes, urowue. GA aoeao r.asu s dor zo zurs mi i eK maumnes, mc. i ue aep 1w ue:zrjo zur r rage i ID:pFjlg69z3LrB_BdP5UvlrAyyh-uzvm7HU5e21LGHNuIBTGCwC2S9dLA7wzuKzDFWyc71U I• 5.0-4 10-0-8 j 5-0-4 5-04 3x4 = Scale .= 1:17.2 13 .. 7 - 6 2x4 i 1.5x4 II 1.5x4 II 2x4 . - 10.0-6 r ' 10.0-8 ' Plate Offsets (X,Y): 13:0-2-0.Edgel - t LOADING (psf) SPACING 2-0-0, • CSI DEFL in (loc) I/deft Ud PLATE_ S GRIP TCLL 20.0 Plates Increase 1.25 , TC' 0.14 f Vert(LL) n/a n/a 999 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.08 ' Vert(TL) n/a n/a ' 999 r BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a t BCDL 10.0 Code IBC2012rrP12007 (Matrix) ,. Weight: 31 lb FT = 20% LUMBER ? BRACING TOP CHORD 2x4 DF No.2 , TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. ' BOT CHORD 2x4 DF No.2 BOT CHORD a Rigid ceiling directly applied or 6-0-0 oc bracing. _ r OTHERS 2x4 DF No.2 { REACTIONS .All bearings 10-0-8. , L5 (Ib) - Max Horz 1=36(1-C 13) Max Uplift All uplift 100 Ib or less at joint(_) 1, 5, 7, 6 Max Grav All reactions 250 Ib or less at joint(s) 1; 5 except 7=330(LC 25), 6=336(LC 26) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (b) or less except when shown. WEBS 2-7-263/123, 4-6=268/125 NOTES t . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vascl=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25f; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-0-4, Exterior(2) 5-0-4 to 840-4 zone; cantilever left i and right exposed ; end vertical left and right exposed;S-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 'plate trip DOL=1.33 .3) Gable requires continuous bottom chord bearing., t 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 fora live load of 20.0psf on the bottom Chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members.' s 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5, 7, 6. f LOAD CASE(S) Standard t t .pFESS/•N QQ ON a 75435 frc m I t z * EXP. 03131/2018 *, �• ' _ September 19,2017 ®WARNING - VerNy design parameters and READ NOTES ON TNI AND INCLUDED M1TEK REFERENCE PAGE Mil -7473 rev. 10/09/2015 BEFORE USE. • ' Design valid for use only with MlTeksD connectors. This design Is based only upon parameters shown; and Is for an Individual building component, not e truss system. Before use, the building designer must verify the appll;ablllty of tleslgn 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 .MIT®k• Is always required for stability and to prevent collapse with possible ptrsonal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and true. systems, see . ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane - Safety Informatlon avallabla from Truss Plate Institute, 215 N. Lee -treat. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 85610 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.b 4 8 dimensions shown in ft -in -sixteenths I� Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates t0 both sides Of irU55 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 01 it -/1 2. Tans bracing must be designed by an engineer. For 6 1 2 3 TOP CHORDS cr 2 C2a wide truss spacing, individual lateral braces themselves may require bracing, or aftemotive T, I, or Eliminator bracing should be considered. WEBS 3. Never exceed the design boding shown and never a stack materials on inadequately braced trusses. AC.4 O�'�O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate = designer, erection supervisor, property owner and plates 0-'n6' from outside o- Uall other interested parties. edge of truss. 5. Cut members to bear tightly against each other. C7-8 . Cb7 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 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 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 ore 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, 96048, 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 IO ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) .occur. Icons vary but © 2006 MiTek® AllRights Reserved - - - -- -- _ 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures( before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORM." ANSI/TPI I Quolity Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 3 r I Endeavor Homes, _ Orovitie, CA 95965 r i i t 1 ' r " 2x4 i 2x4 r f 60.8 Plate Offsets (X,Y): 12:0-2-O.Edcel 3-0.4 3-0-4 i 3x4 = 2 ..wvs�urwev,u mien uruusuics, uru. iue cep io uo.c r.00 cu i. reyc, ID:pFjtg69z3Lr8 BdP5UvtrAyyh-u19T9KdVPMOCuRx41s7Vk81Ek7X,vSb67 imoyyc7lT 6.0.8 3-0-4 Scale= 1:12.5 u LOADING (psi Truss Truss Type t p . DEFL in (loc) I/deft Lid PLATES GRIP Fox T FJob TC 0.11 v Vert(LL) n/a n/a 999 10ty JPIy 851751622 BC • 0.25 VPB VALLEY 1 �1 WB 0.00 Horz(TL) 0.00 3 n/a n/a " BCDL 10.0 r Code IBC2012/TPI2007 (Matrix) ob Reference (optional r i i t 1 ' r " 2x4 i 2x4 r f 60.8 Plate Offsets (X,Y): 12:0-2-O.Edcel 3-0.4 3-0-4 i 3x4 = 2 ..wvs�urwev,u mien uruusuics, uru. iue cep io uo.c r.00 cu i. reyc, ID:pFjtg69z3Lr8 BdP5UvtrAyyh-u19T9KdVPMOCuRx41s7Vk81Ek7X,vSb67 imoyyc7lT 6.0.8 3-0-4 Scale= 1:12.5 u LOADING (psi SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP f TCLL 20.0 Plates Increase 1.25 TC 0.11 v Vert(LL) n/a n/a 999 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC • 0.25 Vert(TL) n/a n/a 999 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a " BCDL 10.0 r Code IBC2012/TPI2007 (Matrix) Weight: 16 Ib FT = 20% { 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I I REACTIONS (Ib/size) 1=240/6-0-8 (min. 0-1-8), 3=240/6-0-8 (min. 0-1-8) _ s Max Horz 1=19(LC 16) 1. G Max Uplift 11=37(1_C 12),3= 37(LC 13) FORCES (lb) -'Max. Comp./Max. Ten. - All forces 250 (13) or less except when shown. TOP CHORD 1-2=-258/128, 2-3=258/128 t r t NOTES jj 1) Unbalanced roof live loads have been considered for this design. — 1 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd 87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS 1 (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 6 MWFRS for reactions shown; Umber DOL=1.33 plate grip DOL 1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chcrd live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Op� 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. 1� 6) Provide mechanical connection (by others) of truss to Iearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. LOAD CASE(S) Standard ` • r t i - 1 rt 1 W C 75435C: 5435C n * EXR 03/3112018 OFCAUF September 19,2017' ®WARNING - Verify design parameters and READ NOTES ON TNI_ AND INCLUDED MITEK REFERENCE PAGE Mil -7479 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MrreM connectors. This design is basey only upon parameters shown, and Is for an Individual bullding component, not a truss system. Before use, the building designer must verify the appltabiliy, of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual -use web and/or chord members only. Additional temporary and permanent bracing - M!Tek• I s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatirnon, storage, delivery, erection and bracing of trusses and Crus: systems, see - ANSVTPII Dually Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane SafetyInforatlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite log Citrus Heights, CA 95610 Sym y Numbering S g stem y ® General Safety Notes PLATE LOCATION AND ORIENTATION 'J 3/1 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 1 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 SCSI. ,. 2. Truss bracing must be designed by an engineer. For 0'1 /16 1 2 3 TOP CHORDS c1-2 c2J wide truss spacing, individual lateral braces themselves may require bracing, or alfemative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never c , Q stack materials on inadequately braced trusses. O �•� ; �y� 3 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-'Ad' from outside a s'' u (=j all other interested parties. edge Of ttUSS. o 5. Cut members to bear tightly against each other. c7-e cel cs•c BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 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 the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular 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 specified. Indicated by symbol shown and/or ESR-131 1, 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 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 (supports) occur. Icons vary but© 2006 M7ek®Alt Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior. approval of an engineer reaction section indicbtes 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/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek- ® and pictures) before use. Reviewing pictures alone OSB-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 I Quality Crileria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208