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HomeMy WebLinkAbout069-070-022'!�. 1N CDF 21RE SAFE REQUIREMENTS 9S -lF,7D /1) JrcJ AP#; PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. l0d 1272.00 Maintenance of Defensible Spare. To ensure continued maintenance of r� erties in conformance with these P- P standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ ] 1273.02 SurfaciB. All. driveway surfaces and structures (bridges, 1273.07 culverts and other app•arte7tant structures which supple- ment the upple-ment'the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40;000 pounds; [ ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall :have a horizontal insidit radiusof curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of SO - 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of vertiv4l curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road j 1273.05 Turnouts. Shall be a minimum of 10 feet wide and ?0 feet long with a minimum 25 foot taper on each end. ' [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15. feet along its entire length. Page 1 of.3,, AP # PERMIT # NAME other Requirements if Building Setback is 15 to 30 Feer; s - Class A or B roof Enclosed eaves K] If Building Setback is Less Than 15 Feet Choose any 3 of the following: ✓-'Metal or no doors on side toward property line with insuffi- cient setback V -1 -,Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10k of wall area toward property line with insufficient setback Siding from the following list: Stucco 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials r Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 pror-erty lines and/or the center of the road. [ j 2. For parcels less than 1 acre, local jurisdiction '\\ shall provide for the same practical effect.. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway -construction and fuel modification shall be completed prior to completion of road construction :,r fi:ial inspection of a building permit, Page 2 of 3 k* Ya .; AP # _ PERMIT # 'NAME _ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, sha,l provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ] 1273;10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates L] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [Xj 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that 'roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 pror-erty lines and/or the center of the road. [ j 2. For parcels less than 1 acre, local jurisdiction '\\ shall provide for the same practical effect.. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway -construction and fuel modification shall be completed prior to completion of road construction :,r fi:ial inspection of a building permit, Page 2 of 3 1. 1 s CERTIFIr'' E OF COMPLIANCE; RESIDENTIAL Page 1 CF -1R Prp'ect Title..... ..... Nelson Residence Date..... ... 01/11/96 Project Address., 1 Hall Drive Oroville, CA.T G — # Documentation Author.._. Andrew B. Erickson B� ding Pe up. Company Sure Pass Energy & Design Plan Chec0. / Dat Telephone .............. (916) 343-1173 Compliance Method..... MICROPAS4 by Enercomp, Inc. Field Cheek/ Date MICROPAS4 v4.02 File-SNELSON Wth-CTZ11S92 Program -FORM CF -1k User#-MP1838 User -Sure Pass Energy & Design Run -Typical House GENERAL INFORMATION Conditioned Floor Area ..... 2128 sf Building Type.. Single Family Detached Construction Type .... New Building Front Orientation. F3,ont Facing 45 deg (NE,) Number of Dwelling Units..,, 1 Number of Stories.......... 2 Floot Construction Type.... Slab On Grade (Package D) BUILDING SHELL INSULATION Component insulation Assembly Type R -value U -Value Location/Comments Wall R-0 0.004 Wall R-19 0.065 U Door R-0 0.330 Solid Wood / Roof R-38 0.025 Attic, Attic/AirSpace SlabEdge R-0 0.900 f` SlabEdge R-0 0.720 ! FENESTRATION: � 1 # of Interior Area U Pan- Shading/ Orientation (SE) 'value es Description Wit►dow Front (NE) 10.5 0.600 2 Drapes.Std Window Front (Nr^,) 3.0.5 0.600 2 Drapes.Std window Front (NE) 9.0 0.5.70 2 Drapes.Std Door Front (NE) 20.0 0.570 2 Drapes.Std Window Front '(NE) 17.5 0.600 2 Drapes.Std Window Front (E) 7.5 0.600 2 Drapes.Std :Window Left (SE) 15.0 0.600 2 Drapes.Std Window Left (S) 7.5 0.600 2 Drapes.Std Window Front (E) 3.5 0.600 2 Drapes.Std Window Left (SE) 9.0 0.600 2 Drapes.Std Window Left (S) 3.5 0.600 2 Drapes.Std Window Back (SW) 12.0 0.600 2 Drapes.Std Window Back (SW) 12.0 0.600 2 brapes.Std Window Back SW) 20.0 0.600 2 Drapos.Std Window Back 0) 20.0 0.600 2 Drapes.Std Window Back (SW) 3.5 0.570 2 Drapes.Std Window Back (SW) 30.0 0.600 2 Drapes.Std Door Eoik (SW) 40.0 0.570 2 Drapes.Std Window Back (SW) 34.0 0.600 2 Drapes.Std Over Exterior hang/ Framing Shading Fins Type None Yes Vinyl None Yes Vinyl. None Yes Vinyl None Yes Wood None None Vinyl None None Vinyl None None Vinyl - None None Vinyl' None None Vinyl, None None,,.�4ny-]\ None Non V�rr -1 None i�gn`e Uany' VNonoi�oileViny`l" None 2 Ye"S ` Vinyl None +�`�6,Ye"s j-NViny1 None None Npne Vinyl None. Yes Vinyl Npne,�u Yes Vinyl o I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Projec-c Title.......... Nelson Residence Date,....... 01/11/96 MICROPAS4 x4.02 File-SNELSON Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838User-Sure Pass Energy & Design Run -Typical House COMPLIANCE STATEMEN`" This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a wingle building flan to be built in multiple orientations,. any shading "eature that is varied is indicated it, the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... John 'Starr' Lame.... Andrew B. Erickson Company. Better Builders Const. Company. Sure Pass Energy & Design Address. 5263 Royal Oaks Drive Address. P.O, Box 5566 Oroville, CA. 95966 Oroville, CA, 95966 Phone... (916) 589-,2574 Phone... (916) 343-1173 License. Signed.. Signed.. (date) (date) Iv - v -Name. ENFORCEMENT AGENCY i Name . Title... Agency.. .� Phone .. signed.. (date) � f} CERTIFICATE OF COMPLIANCE; RESIDENTIAL Page 2 CF -1R Project Title.......... Nelson Residence Date......... 01/11/96 MICROPAS4 x4.02 File-SNELSON Wth-CTZ11S93 F-ogram-FORM CF -IR User#-MP1838 User -Sure Pass Fnergy & Desit. -un-Typical House ' FENESTRATION # c:f Intez:or Over - Area U- Pan- Shading/ Exterior hang/ Framing - Orientation (sf) value es Description Shading Fins Type ` Window Back (SW) 30.0 0.600 2 Drapes,.Std None Yes. Vinyl Window Dack (.SW) 30.0 0.600 2 Drapes.Std None Yes Vinyl TIERMAL MASS Area Thickness Type Exposed, (sf) (in) Location/Comments S1abOnGrade Yes 75 3.5 > SlabOnGrade Yes 65 3.5 SlabOnGrade Yes 270 3.5 S1abOnGrade Yes 15 3.5 SlabOnGrade No 639 3.5 HVAC SYSTEMS n' Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type HPSplit 8.00 HSPF ^onditioned. R-0 Setback - ACSplit 13.30' SEER Conditioned R-0 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution. Type System Factor (gal) F -value Storage Electric Standard 1 0.864 EF 50 R-12 SPECIAL FEATURES/REMARKS None None None MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.. . Nelson Residence Date.. 01/11/96 Project Address........ 1 Hall Drive Oroville, CA. Documentation Author... Andrew D. Erickson Building 'Permit #' Company... . Sure Pass Energy & Design Telephone.. . (916) 343--1173Plan Check / Date Compliance Method...... MICROPAS4 by 'Snercomp, Inc. Field Check/ Date Climate Zone........... 11 MICROPAS4 x4.02 File-SNELSON Wth-CTZ'11S92 Program -FORM MF -1R User-MP1838 User-Sux+-i Pass Energy & Design Run -Typical House Lowrise :residential buildings subject to the Standards must contain these measures regardless of the compliance aprcaach used. Items marked with an asterisk (*) may be superseded by more stxrhgent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted .shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only, BUILDING ENVELOPE MEASURES Design Enforce- er ment *150(a): Minimum R-19 coiling insulation. V,150(b): Loose fill insulation minufacturieNs labeled R -Valu. � _ *150(0): Minimum R-13 wall insulation in.f;:amed walls (does not apply to exterior mass wall,.). I y *150(d)-: Minimum R-13 raised floor insulation in frar.d floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3% water vauor transmission rate no greater than 2.0 Perm/inch. 118• Insulation specified or installer.t<eets CEC,quality standards. Indicate type and form:. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U --.-clue, and infiltration certification. c. Exterior doors and windows weatherstripped;,all joints and penetrations caulked and sealed. 1500 ): Vapor barriers mandatory in Climate Zones 14 ,and 16 150(fy: Special infiltration barrier installed to comply with Sec. 151 meets CEk, quality standards. 150(e): installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have; a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue daxper and control 2. No continuous burning gas pilots allowed. j" I ' EDGE NAIL SHEARPLY C (` TO KINGSTUDS, TYP. DOUBLE KING5TUD5, U.O.N. ON, PLANS STUD BOLTS CLR: TYPICAL KDA INSTALL WASHER, TYP; SEE PLAN 1 ,.�. ti �lp.,f • o ANCHOR BOLT -— I SEE DETAIL NOTE: REFER TO TABLE FOR ADDITIONAL INFORMATION ' WHERE HOLDOWNIS ATTACHED TO DOUBLE KINGSTU�tlR WH AGGER STUDS 0 NAILS AT It' O,CIL GSTA EDGE NAIL NG TO BOTH f KINGSTUDS. Rev. 8-28-95 F_300_A� MDOWN DETAIL SC.h-�'-o� v HA���/)�� MANbATORY MEASURES CHECKLIST; RESIDENTIAL Page 5 MF -1R Projec,: Title.......... Nelson Residence Date........ 01/11/96 MICROPAS4 v4.02 File-SNELSOi Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets o certified by the CEC. ✓ 150(i): Setback thermostat on all applicable heating systems. 150(j) Pipe and Tank insulation I. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R^16 or greater). 2. First 5 feet of pipes closest to water heater tank non= recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of loot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m) Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually ) operated dampers. JV/ 114. Pool andSpa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor poo..s or outdoor spa. i 3. Pool system has directional inlets and a circulation pump time switch./A 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot . 150 Btu/hr..). LIGHTING MEASURES Design" Enforce- er ment 7,50(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Wq: p J8 /p p� ° 5Q o ^ ti c �..! .NOB°/5'../O -�� _3 �R-.�:'E �: "c260.OB' �Er"/ 46y° 4'baW 'A /O 81.00' •..�y_.` 0 O t% 4i�� h� •� h b R ��. P, s* 6100 NO9°I>.�1 ut. a/B.I} 00' Jt. 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JJ oy v /J9 'J7 0P 51 a � w.o w 8 y w q v a / 8'R77,-9* « �� y /�B >J E y roti • 8 v ° / T G.Jy" IY6�eJ, ^J,N06°/}2f"E p.�., p by 7:J 5/ I i N16` .�wr 5 6J6 -Z •o a �1 /t1.00� 17.6f• I +7 2 Qb o\` COs �.. 9/ N01° ;E'/R/ H/Jo/8B'!+'•ti. h°• b� ``� .. £ J714 /^.0:59 �'«3 I B}.,+f- 7 P o / � C>^� y7 o S h 3 vi I :1 e9 '1 h ^� 1 r r J ri m r u sa �I o9e8 moo, v �� Bs//°O1'zo* R. �6p Esf t5 i ti o� -NBRI�"R--='~ L.=,091' W wa ARE "I M /} 0J6 NY ri 0 1! 4 ti`s � �Q • r r f „ o� EDGE NAIL SHEARPLY TO KINGSTUDS, TYP.— UD,O NB ONKPLANS DS, STUD BOLTS - TYPICAL HDA SEE PLAN '1 i ANCHOR BOLT - SEE DETAIL '1 DOUBLE PLATE — ANCHOR BOLT - SEE DETAIL NOTE; FOP. ' ADDITION LTINFFORMATION D Rev, 8-29-95 HOLDOWN DETAIL 1— M u ` INSTALL WASHER, TYP. t—SILL I t -'PLYWOOD P THREADED ROD EXTENSION AND COUPLING NUT' Sc..1'=I'-O' x' Keynotes 1. 61 Concrete wall �o 2. V CHU wall J. 8" Concrete wall - 9. , 8" CHU wall 5. 12" CHU wall 6. Well -drained granular backfill, 7z . 41, concrete slab - reinforce `�lo✓�Z`41' �Z� °•� with 6 X 6 10/10 ga WWH. 8, ,Undisturbed soil. 9, Floor framing. 10, Provide for surface drainage n adjacent to retaining wall, 11. 4" diameter perforated drain pipe drain to daylight. Provide 1.51 felt over drain. Note; 536" 4 Gap bar splices minimum 40 bar diameters; e All masonry to be grouted solid. 4r 1S A p i 6"p.G . tit �.. i Grn h2-�Z-ble5 wi LA eL j = rs j Cher y O CONT ---rte 3"cls 4 BA .� fa.r / 1 No, 18693_ 0.. �a�� f _- NOTE; REFER TO SPECIFICATIONS BY SIMPSON r' FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUD NAILIN- SHOWN ASSUMES MAXIMUM TABLE VALUES AND 8' STUD WALLS. rr w cT Rev. 8-29-95 F_305 -A w rr; N R d� p m ti N ti9 i.¢ Fz ¢� r 'J. xppX d oc VN mac R_ uz R i5� �o Nz U d� V72 NCa H02A 1-1/2' 5/8' 2-5/8' SEE PLAN 16d AT '8' O.C. HD5A 7.-I/16' 3/9' 2-3/9' SEE PLAN IW AT 6' O.C. HD6A 2-1116' 1/8' 2-1/8' SEE PLAN ltd AT 3.5' O.C. HDOA 2 -Ilio' 118' 3-1/8' EFLAN;;d AT 3' O,C.HDIOA 2-1/16' 1/8' 9-1/8, 16d AT 2.5' O.C. HD20A 2-3/16' .I' q-1' SEE PLAN N/A HDI5 2-I/6' 1-1/9' 5-1` SEE PLAN N/A NOTE; REFER TO SPECIFICATIONS BY SIMPSON r' FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUD NAILIN- SHOWN ASSUMES MAXIMUM TABLE VALUES AND 8' STUD WALLS. rr w cT Rev. 8-29-95 F_305 -A rr; o r 'J. NOTE; REFER TO SPECIFICATIONS BY SIMPSON r' FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUD NAILIN- SHOWN ASSUMES MAXIMUM TABLE VALUES AND 8' STUD WALLS. rr w cT Rev. 8-29-95 F_305 -A 61 Concrete wall 2, 6"' CMU wall .3. .,18' Concrete wall 4.. -81, CMU wall S. 12' CMU wall 6. Well -drained granular backfill. 41 concrete slab- reinforce ,with 6 x 6 ' 10,11, ga wwm. B. Undisturbed soil, 9, Floor framing. Note Lap All Keynotes 1. 6 �ecrote wall 2: 6' LAV well J. ' 8' Coocrate will 4. 8' CH Vail 11` [KU Wall 6. , Yell-draio!d granular backfill. 1. 1' concrete slab - reinforce with 6 1,6 10/10 ga WK 8. Undisturbed soil 9. Floor franlag. IQ. Prorlde IQ surface drainage adjaceot to retaining wall. t 11. 1' Matter perforated drain pipe -;drain to daylight. Proride ]61 felt over drain. 1,. Note: i U ✓I tap bar splices aloleon 10 bar Matters. .h r l reyoptd@ 7/S 1. 6' Concrete wall j2 6' CMU wail 3, 8' Concrete will i 1, 8' CMU pall S. 12' CMU ,wall 6, Well drained granular backfill, L P ctncrete slab - reinforce with 6; 6101109aVvx S. Undisturbed soil 9. Floor framing. (; 10. Provide for surface drainage 4"C ole- 5121,adjacent to retaining will. 11, i' diameter perforated drain pita . drain to daFlght. + 11roride,151 felt or4;r drain, Nott: r`{firr Opp bar splices-minimum 0 ;bar diaaettirs, � o' :q Q, 3. N r 5" L - yr • ��„ Vv:Jh fzr 7 � p�lr, � 0 I I , "ol t-. 8• • ��,EO s ,311GIr � .6 Mf1Vy �•� e" N No. G _ 8693 REPT. l�-a 1 j 1 RET/II ING WALL DATA OF C A��FQ PRINTED AUG 0 5 1992 l ur u O Nu- Luz aj 04z U z z uaTa a j r= ro 'C3 o� N rF Fro c� d In ~�. � Z" %� t OW. SOL OLO. f- W -? is -A 1 j 1 RET/II ING WALL DATA OF C A��FQ PRINTED AUG 0 5 1992 l ur u O Nu- Luz aj 04z U z z uaTa a j r= ro 'C3 o� N rF Fro c� d In ~�. � Z" %� W WW `�' �' IV OW. SOL OLO. f- W -? is -A �- W YC F- lL 4,,01 b'` 411 6 61 141, 41,56t} 161oc, :AS 0.+;5''00 (D p' ani `f )' 14" 14" 3G,° f9Ai 1V'0 k at IS"nG; —_ _-i-il'4- .0, ul 4" vVI 14" —14" aE `344 — 2(n" 1 j 1 RET/II ING WALL DATA OF C A��FQ PRINTED AUG 0 5 1992 l DESIGN LOADINGS Seismic.. .. .Gone 3 wand.. .... .80 MPH Floorlive load. .40 PSF Roof live load. . .. .. .16 PSF :t CONCRETE NOThS 1. Concrete shall have a minimum eomPressive strength at 28 days and a maximum slump of: StrF,igt1i....2500 psi Slump ......... 411 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3. Placement of pipes, conduits, or other embedded itam.s in the concrete shall be in accordance with these Drawings. 4. Contraction joints in slabs, shall be so placed that; the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in con- crete shall have a minimum of 3" concrete cover.. 6.. Bottoms of all footings shall rest on fj.,:gj, undisturbed soi Minimum depth is noted on Drawings. MASONRY 1. Masonry units shall be grade N, f'in = 1500 psi conforming to the requirements of ASTM C 90 and the Uniform Building Code, unless noted otherwise. 2. Mortar shall be type S as designated by the Uniform Building Code. 3. Grout shall be coarse grout as designated ,by.ASTM C 476 and the Uniform Building Coda, and shall develop a minimum compressive strength of 2000 psi at 28 days. 4. All masonry unit cells shall be grout -filled following the :.� procedures set forth in section 2404 of the Uniform Building Code. 5. Blocks shall be laid in running bond unless noted otherwise. 6. Special inspection shall not be required for the work on '_. this project. _ I . _..�..�._...._..,:...�.._.. _.,.,..�. ,. ... .x �....__, Vfir... THICKEN SLAB TO V AT REINFORCING VERTICAL b X 110/10 GA REINFORCING WWM IN SLAB -- SEE SCHEDULE 41 B' T'L—AT _29' O.C. _ 3' CL WELL—DRAINED GRAN ILAR BACKFILL ' REINFORCING d' ts, ' SEESCHEDULE VERTICAL DOWELS SEE SCHEDULE — WALL 'd i DRAIN TO DAYLIGHT CL w +A' ,B+ oc UNuiSTURBED KEYWAY `' SO►L FOOTING DEPTH KEY EPTH LONGIT. FTG, REINF 'CI F_403_A SUPP. • RET. WALL SC; SSD AR�,y� HAtvf��,'' 9� REN, <, PRIN ri a, AUG 05 1yy 7 _ _.I REINFORCI` zTEEL 11 Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2. Unless noted, reinforcement bars to be lapped minimum 1.3 bar diameters. 3. Bends in reinforcement shall be in accordance with ACI 318- 86. 4 All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifical- ly noted otherwise, concrete coverage shall be 311 where concrete. is placed directly against earth, and 21' where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5� Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in 'concrete construction except where shows, otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bar: shall be one piece full -height,. S�RUCTUAAL dtEEL 1. Anchor bolts shall conform to ASTM A307. 2,. Welding shall comply with American Welding Association Standard AWS D1.1. 3. Structural steel sections noted as W shall conform to ASTM A36 Fy = 36 ksi. Tube sections shall conform to ASTM A500 Grade B Fy = 46 ksi. 4.. Miscellaneous metal components not noised shall conform to cr, u ASTM A36. „a 'tI+I ROUGH GA4ENTRY U.N. 1. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood block- ing and backing required for -the work of other trades. 2. Install blocking as required to support finish hardware, and firestopping to cut off all concealed draft openings (both vertical and horizontal), and to form an effective barrier between stories and between top story and root space.. It shall be used in specific locations, as follows: A. In exterior or interior stud walls, at ceiling and floor levels. B. In all stud walls and partitions, including furred spaces, so placed that the maximum distance of any concealed space is not over 10'-011. C. Around top, bottom, sides and ends of siding door pockets. D. In spaces between chimneys and wood framing, lose. non-combustible supports, or a metal collar tightly fitted to the chimney and nailed to the. wood framing shall be used.. 2 PLYWOOD NOTES V A4'u- 4 1. GENERAL PROVISIONS A. Identification requirements - each panei shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. Product Standard PS -1 or one of APAts Per- formance Standards. B. Panel thickness, grade and Group number or span -rating shall be at least equal, to that shown on the drawings. Application shall be in acordance with recoitmiendations of the Amorican PlyC. Nail*s�datAssociation. plywoodpanels shall have 3/8" edge distancr, and nail heads shall not penetrate face p7yi D. Plywood panels shall butt at centerline of single sur..porting member with edge nailing from each panel into that member. E. No piece of plywood, floor, or wall sheathing shall be less than 12" in least dimension. 2. ROOF SHEATHING A. Panel roof sheathing shall be 1/2" cdx (32/16) APA RATED SHEATHING EXP 1. Install with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends, and 1/4" spacing at panel edges. Nail with 8d nails at 6;11, 12" o.c. 3. SUB -FLOORING A. Panel sub -flooring shall be cdx APA RATED STURD-I-FLOOR EXP. 1 with thickness as noted on plans. Install with long dimen- sion of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends and 1/8" spacing at panel edges. Glue and nail atop floor joists with l6d ringshank nails at 611, 10" o.c. Glue shall meet APA Specification AFG-01. 4. SHEARWALLS A. Panel wall sheathing shall be 3/8" APA RATED SHEATHING EXP 1. Nail per plans. V o d E. Any other locations not specifically mentioned above, such as holes for pipes., shafting, behind furring strips and similar places which could afford a passage for flames. 3. Structural framing shall be douglas fir of the grades indi- cated or 'better Wall framing STD and BTR 2 x joists and rafters NO. 2 Posts NO. 1 Sills on concrete PT Misc. framing not noted NO. 2 4. Wood sills for bearing and sheathed walls bearing on masonry or concrete shall be bolted with 1/2" diameter x 10" anchor bolts at 6'-0" o.c, maximum spacing and within 12" of end of each piece. Each sill shall receive at least two bolts. This information will govern unless more stringent criteria is indicated on plans. 5. Bolt holes in wood or steel shall be 1/16" larger than bolts. 6. All nuts shall be tightened when Placed and re-tightened prior to application of finish or at completion of job. 7. Standard cut washers shall be provided under the heads and nuts of all bolts bearing on wood. 8. Framing hardware shall be Simpson STRONG-TIE or approved equal, with connectors as specified in Catalog NO.0-95H-1 Install connectors with nails and/or bolts as indicated in the catalog. 9. Wald top plates shall have joints at a stud centerline. 10. Nails for structural connections shall be common wire nails unless otherwise specified. 11. Nail holes shall have a pilot hole where necessary to pre- vent splitting of the wood. ALDOWNA V.VAv, 1. Install holdowns per manufacturer's specifications. Unless nc.ed otherwise, holdowns shown adjacent to a window or a door shall be bolted to the kingstuds, and the trimmer shall be counter-sunk to accept the bolts, 2. Provide continuous edge-nailing through plywood tn studs which have a holdown G1LU-LAM BEAMS 1. Provide certificate of conformance for all glu-lams to be kept at jobsite for the building inspector. % P IILONGFELLOW 'LuMBER CO. INIC Quality Truss Design. Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer '7-R elZ-'S Address: ,✓ ��,d,J Joe jot; No: ENGINEER Alpine Engineered Products, Inc, Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Jab! (BTRB--WALK-.IN CUSTOMER SIR BLURS) / T1 27'11 CONN TOP CHORD 2x4 FL 01 BOT CHIRD 294 FL #1 MESS 2x4 FL Standard CONNECTOR PLATSS DESIGNED FOR GREEN LUMBER PER NDS -91 TALE 7.3.3. IN LIEU OF RIGID SHEATHING. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.011 O.C. A RIGID CEILING OR CONTItww LATERAL BRACING AT 72.0" O.C. KW BE 13tOPERLY ATTACHED TO THE BOTTOM CHORD.. THIS ONO. .PREPARED FROK COMPUTER INPUT '(LOADS 9 OIWENSIONS) 5UOMITTEO DY CONNECTOR PLATES HUSt BE INSTALLED IN ACCORDANCE WITH THE REGUIREMENTS OF I.C,6,0. RESEARCH REPORT X2949. (U) 0 PSF BC LL CHECK63 PER UBC CRITERIA. a (U v m f1f 0 v to h F� rr�� i {ply, rf 801L.DING MPARTMEPrdq APPROVPD 4X4 (A2), W/ 4X4 (A2) B 3X4 �JXA 3X4 n i3-11-8 _ 13 -ii -B 1 - 2, 11-0 2'1 '11" 2 SUP � O PORTS R-917# W -V B R-917# W -3"B PLT. 'T P - ALPINE DESIGN CRIT U Iw K *I MPORTANTK as x1s.I'm tU., 'IONS, OR ANI pA I o1T®s By IN. o[r1Attoo rw this oCstaN On nm ST p OUIIEKNIII. 104.E41 0IIEgl11L INOlrAlm FA1Luns is OVILO INC Im5s IN Cowom p IIOIL. iV11t7oll eta vurUena ALF IK ooIB.:CTW1 ASC (V.OE of LEOA.W AA4E CA Il ExmI As I'ano.. APPLI cold p iNVS5 AICAIU1s oTlUillsE LVAIM 04 : COINE"m PCA UNA"PIM 130 Iso 6 111LONPO01 WhPPLICIOLs HtlY17.ins IF IIO1 UAL a( THIS oOWI 1,, tllrai k1 , III olky. lie1134ALL "1. nOIIIOIE.. I - - ReV 17.3_ uto TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF NaC43845 '' BC LL iul 0.0 PSF Erµ 63897 jjj TnT . i n- 31.0 PSF 7',( 1 urnwb Iw WARNIN�ult"," plr" as x1s.I'm tU., 'IONS, OR ANI OPACIIC. SLE NIO.01 11 IPt, SEL THIS 00 I o1T®s By IN. Pon Am Il IONL s>1CIAL P(NIWENI PPAGIIA . KLIIIC ASTM OUIIEKNIII. 104.E41 0IIEgl11L INOlrAlm I EACH rici OC LICK 9ULL OF LAIIOAILT On= VIM 1.'q IIOIL. iV11t7oll eta vurUena II ATTAOKo PLYNOW SICAnII14.. FOI Nl a ..W "XECILY A,IACEo RIEIO [ 1.11h: - - - ReV 17.3_ uto TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF NaC43845 '' BC LL iul 0.0 PSF Erµ 63897 jjj TnT . i n- 31.0 PSF 7',( 1 urnwb �'- LONGFELLOW LUMBER CO. INC. Min Quality Truss Design • Roof & Floor Systems - a 89 Loren. Avenue Chico, CA 95928-7434 ' (916)893-0112 - PAX (916)893-0140 (800)67P-0112' Important Information for Users,, of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss de igns, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once triusres arrive at the job site, quaffty control becomes the responsibility of the builder.) For best results we suggest; DO'SI # I DON TS Q Do review your field copy of truss engineering for Important bracing, 1.j Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. Do Not cut or remove plates; Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. Do install roof sheathing ASAP, Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially ❑ Do Not make field repairs without written 'approval from Longfellow In hot weather, we recommend that sheathing be applied over as. Lumber Co. much of the building as ,possible before installing outriggers and gable -end siding, ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc, on trusses unless trL-s engineering_ has been designed to ' Q Do inspect trusses for missing plates or broken dumber Report accomodate the specif;. point loads.. defects to Longfellow immediately. ` ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased todency for unrestralned tails to twist. We recommend that a sub fascia be installed behind gutters, Q Do call Longfellow if you have questions or need additional Information. /' Jab: I3TR8--WALK-IN CUSTOMER BTR OLORS) / ISGEI 73 39'14-1/2 OTC TOP CHORD 2x4 FL 01 : T2, T3 296 FL 02: ;' T4 2x6 FL SS: BOT CHORD 2x4 FL dpi WEBS 2x4 FL Standard :W6 2x4 FL 01 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3 (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUST WITH HEEL PLATES 04"1 PLUS 2X4 PLATES AT 24" O.C. (0) THIS AREA OF TRUSS DESIGNED TO SUP=sT '244 TOP CORD OU LOOKERS. CABLE AREA TO SUPPORT LOAD Wf TO EXCEED 10 PSF. rrl ' 1 THIS DWD. PREPAR:D FROM COMPUTER INPUT ILOABS C DIMENSIONS) SUBMITTED BY TRUSS WEI MNNLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORNNN' a (A) 1X4 93 HEM -FIR OR .BETTER CONTINUOUS LATERAL BRACING TO In BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A N SUITABLE SUPPORT BY ERECTION CONTRACTOR, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I,C.B4O, RESEARCH REPORT 02949. L 1V CONTRACTORS WARNING: a THIS TRUSS IS DESIGNED TO BEAR AND/OR 'SUPPORT ADDITIONAL LOADS 14 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING Ln INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, a 2.69 �1LDING DGpARNGNT' APPROV D F'3 X6 e �3C f.544 '� . 27' 8"A12' X9 3' 4 _ _ -(0) 26-Q-0 ' 1•`0.'.0 39-11-8 39-1i-8 —39'1 IRS OVER 3 SUPPORTS A-10250 W -3"B A93195P W=�"8 Rd4670A W-3"8 Se 20' PLT TY . - ALPINE G Rev 17,3s o NMIMPORTANTHti.1114041W.14W PROlX is inr• WARNINGAN wnm—lrcEx" DR[ ��Q� TC LL 15.0 PSF REF R427--55 odd c Hat DEYIArtpl fPW. TNIs 0Es10N On NoIs; smorsCAT101s, an ANT AND owitc, SEE. W19.91 of IPA w fills DESIGN p • .� "J� TC OL 10.0 PSF DATE 07/2 'D A0 DIN1.O VIA "ARM IN Cd:OtWICE WITH01711E EY 1"1. euE rnaEeloas Aa luaE OF 900A Puv, Esta Wserne Aa7N 10 Eta+ a FOR AD01110NAL EFECIAL RERVUEIII EN/Alim; PE wtPENElIts. uAtss ol'"I" aatulEa t C M SHALL DE µ1E1411 Y UIWXD NIIn PaaK 2 � � BG DL 5.0 PSF ORW cA11584ZT 9 CI L7 D AA/6 DA D Ct UT As IGYEO. APMY CU"EO10RS FACE OCA01Df5 ON LY llog NaC438�5 BC LL (U) 0 . 0 PSF CA r ^ MD !� ALE-II�G y r� C= ra lArAILUM iN:Y 1Gn SACK IIOrION Cg4i.CfDN1 PEu WAMPSS tiOl ViP1 CDNI'ORA W/APRICADAE PPDvl5T01a 9F a's 1. AN EIa11EE/i'f Yl1NliPfaRLI1LAT�IEO RIGID MILANO•• LEE # E 63697rr Tf TOT.LD. ALPINE iFGINICAL UMAIF. IY/1/9n FOR {Kw EA P"n" 31.0 PSF i� dd'1p R t �Il i.,f{��I C TRUSS o E sE14 dlrnis mANlro AvrLlEs TO II£ CdA Il. OEPiCtto MEPC YnM omlulL APPLICATION 1tRwfiN A COPY ar n11) 10.114 mjss CGIIPACTpi Jj C(y �, ��. DUR. FAC.... '� _. 1.25 figay�§r, 1 vkY. EEC 90AL . 1'11 DE KLIEG U>W IN .Nl. YAT, OEE1cN E"C0111N d �'. •+ �.E—iPi.'TPM 0.ATE iw1i N7F .tam • 1991 IIAIIONAL OE3IW EPECIFIdIIau fw EOPU talslruc110N �� � SPACING 4.0." 2 -,-, F n LM B_8..0 17-4-0 urn -u 0 OVER 27SUPPORTS R-572% W-3`8 R-0720 W-3'8 Rev- 7:35 TC LL 16.0 PSF TC OL 10.0 PSF BC OL 5.0 PSF 3 p :T: iYP . ^ A E 114 sm'"'ErNo cNooxla **IMP 'tl'SE REtPOUSIOLE rDH. C7 O t� p to Om d SkilORTANT4)<"L SI THIS MIT11 OO REsE SPECIFICATIONS. OR.. FROH COMPUTER ?NPUT (LOADS 6 OIFENSIONSI 828MITTE0,8Y TRUSS IIFR: OEy IAI{dl rRON 10 SUILO INS ASKS IN tO.FORNAMX WITH 03103 Oy Job: 16TRa--HALk-IN CUSTOMER OTR BLORSI / T6 f7'q COIN — THIS wir. PREPAREL BE INSTALLED IN ACCORDANCE WITH THE C A is 0 EICEHT AS HOTEo WO iRUii AIG LOU" OIIEINIIot tOGltt, ON 1419 OtSISN 1"11 CHDRO 2x4 FL !1 CONNEC104 PL;%IES MUST REOUIRENENT OF I.C.B. D. RESEARCH REPORT #2949.BOT N I TOP CHORD 2x4 FL 01 WEBS 2x4 FL Standard (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. N IN ONLY . I..TPI fRJiS PLIIE 11611 rU1L 103: •.1071 WIIGU +E3 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -9! TABLE to i } 7.3.3. lr M ` IN LIEU OF RIGID ..HEATHI931 TOP CHORD TO BE BRACED BY PROPERLY v R� ATTACHED PURLINS 824.0" O.C. 72.011 O.C. MUST �� M— COUNTY 1 1 N G OR NTINUOUS LATERAL BRACING AT A RIGID CEILINCO BE PROPERLY ATTACHED TO THE BOTTOM CHORD. p p� MILDING` �D�PARTMENT a LM B_8..0 17-4-0 urn -u 0 OVER 27SUPPORTS R-572% W-3`8 R-0720 W-3'8 Rev- 7:35 TC LL 16.0 PSF TC OL 10.0 PSF BC OL 5.0 PSF 3 3/3845 r-))JBC LL (U) _0.0 PSF AIIAWEO R1010 lt, T Y+ •" u -65R. FAC. 1 .25 ;AL IWOAIE 111{/311 ITR EVER riff a ctia �wrRAnv+IHl3 sl/J`r C m r6R WOOD CIN"IIICTIW1 S AO NG 24 0 rl N rs z tn 0 p :T: iYP . ^ A E 114 sm'"'ErNo cNooxla **IMP 'tl'SE REtPOUSIOLE rDH. C7 O t� p to Om d SkilORTANT4)<"L SI THIS MIT11 OO REsE SPECIFICATIONS. OR.. L� p t0 OEy IAI{dl rRON 10 SUILO INS ASKS IN tO.FORNAMX WITH 03103 Oy p CJ o p o c rA1LURi. A Ijr cL+3Eclem AI KIM Or took OILY, rota KEITH" WINEO6RS TO [Arm FAG C�e o A is 0 EICEHT AS HOTEo WO iRUii AIG LOU" OIIEINIIot tOGltt, ON 1419 OtSISN 1"11 O AL{�,iri O GSMRLIRK POI owl" 730. 160 S W) 110A•F. MOSIND � w1ooR1 ros c THE. ul Emile NlAPILIcLwE MVYIBtan Or AFILIES IO IK TpDO NNt OEPItIEO TRUSS SEAL a, THIS OWING AN0 SMALL HOT totKLf10 UPOII IN ANY OVER NAY. O [� C [� T� O t� IN ONLY . I..TPI fRJiS PLIIE 11611 rU1L 103: •.1071 WIIGU 3/3845 r-))JBC LL (U) _0.0 PSF AIIAWEO R1010 lt, T Y+ •" u -65R. FAC. 1 .25 ;AL IWOAIE 111{/311 ITR EVER riff a ctia �wrRAnv+IHl3 sl/J`r C m r6R WOOD CIN"IIICTIW1 S AO NG 24 0 rl N rs z tn 0 4 MIS o11G. CHl PAE2Eu MON lI1PUT {LOMM c otHEN5IDN5) SUpNIT T£O By yggS4 R, a t C nti '41MtEl- aAVE Vroarr0' : TE 29' SCISS CALCULATED SIORIZONiA)_ ISOVElIENT l f' d•25 HUE TO LIVE LOAd" , m AND 0.23" DUE To DEP•Q X040, 'OP C11ORD.2x4 FL #I N 301 CHORD 2x4 FL /1 NOTE: EXPECTED VESl7ICAL DEA❑ LOAD DEFLECTIO)J a 0_3y' EXPECTED b WEBS 2K4 FL Skacldapd VERTICAL LIVE LOAD OEFLECr 0.39 SIGNED FG.` GHEEH LUMBEti PPR FVD9-91 TABLE TOP CHORD TO BE BRACED BY PROPERLY IONNECTDR PLATES AT7AC}{Eq PURLINS E?24.Q0 A ColvECTOR PLATES 14UST BE INSTALLED JU ACCORDANCE WITH THE H 7.3.3. .' A CONTINUOUS LATERAL BAACING AT 72.00' O:C• REQUIREWRTS OF I.C_B.O. RESEARCH REPORT 12949. c AulA RIGID CEILING O TO THE BOTTOM CHORD, Rj BE CEILING ATTACHED pCFER TO OAAWING`�i A103 AND A104R FOR OVERHANG DETAILS. o M BUTT6 COUNTY BUILDING DGPARTMr=N7 APPROVED (cG W 3X61 tAS3 e 14-0-0 �~--'"- OVER 22SUPPORTS A -972f H03°8 n_nbf �1E Wn'-i�8 Er m co w 0 p Cl E` O I�h6 q N4Efi al•[M9L 1Lc4tW O , 11M 1K+CKrE i t/flN/r tbk r�Y'Ir .. I o ALr� nvra r=s��ti.�.n.,+uk rwetu�. atru,Epa�v utuEuoe,t CiSit.. z s r;. » rivr�. wnro.tcEeEE •AMtPa'M rF I.aa t in n.rruL 1+.� t-tl Iv! rlrllEU. s ttw at a1s `'�i OF dA4 0� $PAf [N�+ I O n twrca: RIES 16 •IE cvs +lw` knKvo 4aE atstw a s� t^ra E.^c�tW ca.lanrr f \l �-0 gauss [� . yttll tAtl C ln«� nwr Cnr5111nL1 Uo � � to ax4. rcl f�n4 uar nc ►Etlltl \ Esl�' toll mnutr_.usls 0 GE � t� c� ...la . Iwl,r;uc uu/lrvls. Job: !(BTRD-•WALK-IN CUSTOMER BTR nLOAS) / T4 37'11-1/2 DP COHN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 0 DIMENSI.ONS) SUBHITTFO BY 'TRUSS HFA. TOP CHORD 2x4 FL ii. / / BOT CHORD 2x4 FL Alf C WEBS 2x4 FL Star�pard LE D 3N ACCORDANCE WITH THE, REGUIREMENTSAOFSINCSD.PE y RESEARCH REPORT 02949, a; C9kNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. a ru 7.3.3. (W) THIS AREA OF THE TRLt'3 IS DESIGNED TO SUPPORT AI( ADDITIONAL CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL ;LOADS m. B PLF TO THE TOP CHORD. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING fu INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY'. c IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY v ATTACHED PURLINS 824.0," O.C. Ln A RIGID CEILING OR CCINTINUOUS LATERAL BRACING AT 72.0" O.C. MUST (W) 26-0-0 W UR FROP'EERLY ATTACHED TO THE BOTTOM CHORD. R **"DC NOT TURN TRUSS END FOR END.*** MIMI cs.,F' upm- 39^.1-B BUILDING DEPARTMENT APPROVE- e—�71 G(A1) 114 ✓ / X6)A1) IS �C 3XB 12'3°4 13-11-8 (W) 26-0-0 1 39^.1-B -0- OVER 3 SUPPORTS R-87811 W-3'8 R=15740 W43`8 R -466f W -9'S LT. TYP.- ALPINE 0991ON CRITU -I-IF Rev 17.3s seq: SAI 2OD67 - 0. 667 o ca a o 1� o BWIMPORTANTHRALPI"Ee19t1eERTa MOOATs '"oWARNtiNGLuasISlEa°tnIEZlRcecwE a}uL. Iq1 BE PEW011519LE FOR WE 111 IwEL1110. LPLcliw AHO OQ TC LL 36.0 PSF REF 17--58362 mµI INUCI o. AEE HI° -9l Irl, SLE tNIN xst y�TC DL 1OrQ PUF DATE 1726 96 FAILVAC 70 NVILD INV 710,$5 IN COIaON*Nt V '1 °51911 OY TPI• 0114 CalaEClon APE NbE.OF ACOA OALY, STEEL KITIG ASIN COR ACINIZIN*L RPEC14 PON/11FNt LAICt1ATA 9UIPCK11ts. IAUSS BC OL 5.Q. OR 9 IECEPT AS HOIEO. Ao0.Y CONACCI095 TO EACH fACC OF 011f"ISE I50ICA1Cq T CIbP0 5NALL OC LAIEWLLY OAACEO NIIII ,� PSF ORH 1 'ii 95207813A4l4 V' I14I! NO NEss 011cwtCC L CA1f0 ON THIN 011164, Polito" L I ATIa�O KIN" swATHItA% actrON p S BC LL -(U) 0.0 PSF CA-foE°NlccromPER NTEALPINE •. 011AY114% 930. Ix a Ie9A•f. ObI6Y STPta°+Os CONfarol N/APPLICAOLE P+OVISIOC °F ICK C 1Pl AN E1411EEN'S SEAL at THAs wwiw, ARLICs M HE CoHftx OEr1CIE011EP! EIIN PYVFILY At1ACtEo RT110 Cit tw •- ALPINE TEOCOCR. UPOAIE IT/l/sll ran To" Iq'* TOT. LD. J/• 31.0 PSF I IN ONLY. Ab PULL NOT °E IELIEO "I. IN AM( DIVA NAY. MOALL AMICATSWI FUON IN A CaPI O' 1111• I OE9IwI to R[ 7f41L ETECtION Gn1t1NCTV1 (�!OUR.FAC. 1.25O C� —UT - mns PLATE.H151ItU7E:_- was ..1091 NATIONAL OE11QI.�ECIFICAIIOI/ POR POOO CUINSIMUCTIC11 SPACI G. 24.0 `ll i 'lel TOP CHORD ---•- TOP CHORD DIAGONAL BRACE r t asses with arts RNING, Qa n6t lift single r -. P A . .. ... NERAL BRACE SPACING (DBS 'Chains, Or MINIMUM - tiara ! of attach a.ablGs, ch _ . , o . etas a condi R #tx. l>t,lt tzJ-111011—% 'AGER deal n _ WA_.1411' _ . o b the e�tk, GER.. A ©N designates : , :: :..: r ter than 3 q e amar SPACING(L6 # ; .., AN tea _ h Y - a rsr. PITCH l_ S 4 aftrata, our A ,..,, 9 ... sPAN "mbol is used to Y a s. alerts warn b mpmE,er - i•his .,aft .Y ctionsorheed ooksta,the.;fie ..__, ,. t, tY_. retofollowinstru h � - t wherefallu, i TYISINVOLV EDl lft►hBn ALSAFE. s 50N _ at.. ' - _ _ � t2 a' 20 15 aEtenttonl'PER ., In serious arson ,/ � ,, st'likei result � ,� � � _ )� to 32 a in viii. mo Y p. TS 9 ,, � , ERT .HEED I ,, -- .�.. _ 5' io 7 - 'AL ECH NICAL 4e a/t2 ee this s mboY BECOME _ . � � es> iN A ,you s Y,or dama a to structur / _ over 32 a Y ,5 to Ur r or death _ 9 a , e / ;- ,, 1 , , so 6o ALLA710N � / .� INS f � .., MESSAGE -"- --- M .. over 481. 63' a 12 51 6 _.. �' i ,» WARNING describes, a coed ItlOF) or less or Ie Y / �/ -- Ovor 60' See a registered professional snginser WARNING.: A _., ,, 'Southern SP Pine. S' Safe O eratln9 y - Douglas Fr larch N'identtfle P - DF 9 ION. A CAUTIO scaul�. resuitL,. CAUT _ W lnStrUCtiOn _�, _. , .. �. ,�'• � � SPF -_S Spruce -Fit ,+ s, A„vdherefallurotofoilu haf'rould ✓ ,' IOnS t HF -Fir P- unsafo candit - / , or iniiicates structules.: ,- Ta ' practices .. damage 9 ” personal In u or 9 _. a roximofotY � ,/ p _. E- severe p t ry A roximato► PP ✓ r a e to trUctuE .a.„ a PP - Y Lie 4 ,., . ona6in ur" or dam 9 T 9 se length n 4 result in pars ! d' _ _ - length /arra... _. 9 , _ ; , % r ' /a truss l rr9 -_:. � . ,/` / .- Continuous Top Chord >„�...�•v..a. ® Ube _ J/ -..;, _.� . o acted to Z4:°r< ,:, / / _ s s lost; than 30 ., Lltting devicoo should be c nn Truss s .n / ~- All lateral brace£ Lateral Brace B gid. ao T. /' �� / ar Shleet ths truss top chord whh s closes I- p Stron bacl� �+� Required di ' ,' / ' la ed :at least 2 HIS 91 Y _ attachment utilizing materials such as S readert3ar' " ;, / ,— pp P t0 / f ONaOt' sera ,n /� / asses d REr011Ga1fENDA11 UTE S readef Har silo s chains, tablas, nylon pp 9, , .� COMMENTARY an USS PLATE E P stings, 1--� trt COM TR n l•`a:, fo• or Greotvf . I sufficient siren ih to carry the G METAL to Dr suite 200 oto; or 9 CP.ACiPd 58a i on,I n - Too In HANDLING, INSTALLING. -I I ' n wai ht ofthatruss.l3achtrusgshoul / , ,r,• « c N1lsoonsfn 5x719 Toe l 9 E Madison, per the building / t. TRUSSES sot t proper position P - -- ,: , ;• .. , /' ,✓ ,. .. "'- ' , CONNECTED WOOD T \ � E 08 83�+5900. � n p @ P _ � TE CONN 6 -- . PLA ( ) d held with k�,�.;<,,.. �.'` � � Attachment framing Ian an Approximately 1 es involved be designer's$ P :.Appr f , of res onsibflitl l �i s .,:,,; -._. the nature P.Y -- ~moi _ :due: to 1 Must ,.✓ d but / � m re dust m _ the .. .. e 1. c or truss in the ends of h n R contra t Nr ` e until h . 1 , h rased .davit a th roof or Tt us "� the filo to 3, truss I n _� f �� installer. I li lifting i'i 9 v /'� crn Lder.h �J1 designer r / s flheln ttarlbt. ,ttlLG1119. II(ledbutdin gra � F•�'" —atoi ibihfvo use qualified building oxint ,.. ... e non r' foci sus A r Y 1 a uGe. h q ed as p o US.Ih res ., a presented P and to f„ alland r n 9 fastened n c ndfe. ln.t el fa p- a `recur h -_ P e y _fo. damages ass a to od dam truss r Y _ �..,__ responsibility for � , —� o s 9 e s 1 !1f! re ooro an � . `-�/nFnrnrol! conte fort dura tc@IY� Idsc alms n tY , Ion iron 1 ass ( I Y P truss I 60 _ ✓ arc -._. _. . _ e Instdute Inc, ex r y V. to th Greater than / . - v.Thotnstallef .h N : , sinstalled. - c ata s and rat bracing t fres fo orate BIQR—.- eoom 'end 1-n nnorfnd�.,o �s illf9 'rel ante on r m 9 rate oro C� application or I ' : - bracemetalQl the use, s lice n -_ erstrudurel arising from , P essaswithan oth Copyright Less than cr equal to arnehl hde roeofsafetyawaran Y Idin dart oafs Installers, -7a mustelcorcisethes g 9 ion contained hereinbybul g 99 u toot °tniolTnat •o, to be interpreted as s p t or any ad T era recommendationsrP ed. This documen Y P L no � 9 s ""•'^: t. ',• '' � does c. All t hI I milwit . i Material. TPI 4ss Plate Instituto, In f9 tion fo handling,;install(ng Y T to of the Line s t n s ectrjrz f e ermiss. n r A s, !, r• ,,y. chitecrs or En sneer's d s g p d an toim without wntt ra p to the project Af 9 not ne re roduce 1n Y �trongback/ - o:.,, _ p 1 alio s are thereof must R 10 .1 particular rooforfloor,Theserecommend n c woodtrussesfexperitnr_, United S readertier :?• ` flnJ bracing Printed In the n P o ., .., r• r, t . ,, i , technical orsonhel in the wood publisher. eaderBar 1` e co of leading t l PSpreader �o �• r��. ' • ! ,p• .,::a��,� • � -s-�t� I, .based upon the collective experience 9,, ' p P d be no .;, r Item ora bracing _ • , CAUTION. AL P rY -- �:,.: - Sed. -... ,. ' . e e braced canb _ ....... ... ..... ... a . , t ctor Ucn_ Can _. T To chordelhnUretat r Ily widl ra _ , nS P uitder b n onnectio _ aero bovo ��� a f<+,;� 7heb 9 All c _ Toe . ora CAIJ•�iON. : , ., _ ed lumber, ---;: Af � a adln o- ,.., !., .. ,, ... I). ade maria .. 'TOein n / o -a ae Hlherel n b ,, ., than 2x4 r .� 9. i ! crhgrendeeuece n p s .direnailed rise be traCtO It F el ht should L ...-..,,_ a 1:an II Id h j�'� al Meoln ctororerect._ n 1 d na11s, A. m 9 1�' .! fere _. _.. ,..... -aft � ,. nal trrecrnq: Dlepon 9��,.. t. -.., r _.. ,�;;,. I. contracto , , .. , with rltlnin5um . Baal .!v ,Y , > : PITCHED TRUSS _ shouldb6 made ., Approximately y 5F , sh w_ ,. :._ p �, , . ,.. PITCH .. 1: to undcrt:do or the ehotd wh+q purlins �- ebook.et. Commentary , _ �I -__tel and road the esti[ r less. Ali multi ply, - ' j to obtain [ ed V. onenter o Lam--- —�-- ..&�.� - ._ trusses aSSUE,t. .. � ,::,. _ ' j'i !_03ri truss length are aacehed lorhe tap5lda al the top thcrd.: �, _ , : aril$ ._ ,, A roximatel r ' & Pp Y . j dlln Instatiln I or hien _ , .9 or -.: dations f _ . gr ® n act ecocnmen .. d together and. R , , e connected length I „ should b 9 _ , to Y, trues I Ta trusses. _ _ _. /: 9 9 than .. "ultin , +> Greater th u d res - r I . _ Ta r ations eo i _ . es' HIS 9 , commend Mfood7russ __, ollowthesere Connecfe ,. ation. , Failure to f ., MetalPlate, d rio�tolnstall unn racan drawm s ,r so _ _ WAR ING. F _ _ 9with design . 9 prior ore equal to, — � ,; � 1 dance w _ 9 Lass than Lino _, . 9 . ,_ - n bulldin 1 y....,. a to trusses r 9 tr nst tr te. " uss_Piate I i _ e< personal Injury or demag - 94: from the, ,,,...,. s ads uate far the inctalifltion of hover, . p l Y r+ - this summa sheet i R a®. R,+ U710N. Temporary bracing shown in summary t, _t _ CA p rofessional engineer if a diff ,ren ------ ,. Consult a registered p 9 es with similar cunfiguratto s. 9 7of� CHORD ORAGE truss in accordance .with TPI s USS ST bral�in �< TR ear ma deli" n 5 _ .-- siretl. The ;en in y 9 ptAGONAI-BRncE erten ernent Is de 9 bracin 9 - OIS Connect 'bYaod MINIMUM Top CHORD _ 12 = - to od Metal plate C n -__ of Tem orA ' BraG 9 I . _ , S eGltiCalt07t for F? ry _ CH I A'1'ERAL BRACE SPACING (DBS) Recommended Design, p PITCH . Re ossible., =_ that's wider spacing is SPACING(LBS)# .,: e _ _ e cases determine ih p PAN DIFFER -� ON. f ussesaltoul�notb �__ asses DSt3 89, and lissom s GAUTI ,r �'• Tr PDF SPF HF dad on fou h.terrwm or i3 unloaded 9 NG EXTERIOR ` � .� BRACING. BUILDI 17 ,2,-• ���� GROUND 1 tozII' 2.5 � --- ,. -•. ,, s/ Id cause _ TERIOR stnfaceswifichcou «_ G,BUILDING IN .even _ D BRACIN 9 s /rROUN ,°.. .� Over28'+a2! 3A' :6' •-\. „- rte., to 1 a! - 51 e : _...-• .-•- '- �'.; . '\ .. �. �.- „ ". tl T ,oar vert e n ell , 5 3^a.. - t the truss; _dame e a ..- Gap Top Chard �.. - - 9 - `v .. .. Aftaehment pleb i Over 60 ' 60 . 3.0 engineer _• . Seo a reglutered ptl!fes..ional . _ ,. • , ,,� .�...,,,,,- [eT r ; .. over 60 r southern Pine -^ ,. m / - ,arch SP South 1 n - <y 6I«k o DF Douglas Flr _ > - r•; y., _ .._ ,,,, '•--�"_r °. ,.,- SPF - Spruce Plne Fif >< I - ,:, .,.�.'-. , r �•.,. HF Horn Flt <....-•-_ -, � �� +:, f1' , �� ,q +- ..fi.. around Broca `/ I .v . ! "-- - ,• around Erato .:�• _. : �! �! Chord - ' ,.c,Da �— '">G, �. � .. Verticals (GEIV) lateral braCe3� iqa) lTo Chord V - _... r,- � -,,,,. � ` � ,,., All L '^` " ....•- .- �� ..r r. ', ` .. • �, V "rl �lr.�.,• ,..;Lateral:Bre09 k -, �,. , ..L �,:. lapped at least /Required pP , -.. ,.; ✓_- , r.. .., Grovndbreeo d_: - � '+,;. ',� .. ..:. ..., ;+'v` Fi „ ,. ,. . _,.. q, �. a I� dleparials.(G p) trusses. -. - around bre tr ur.; t : .,.� .:.n,,.. - ,"*,,,,� „ � ,,; _,:,--•• ' , ••• ,.fix ,,.,: _ ,. - I lid ._,bo' Cil' \. ,, ^. _ .r4 ''.:' , i. .">4 aV, ;q;, a-•ar- i r , • ` 1 p+ arou _. Attachmenta , od' ,. :rude of brat Required 1 8 t0i i, Req I , ^:- ✓' ..:, -. � •'_. ,.;., r 1. til a/{� _ �., .. ..... :.. fell pr lfUe6ea , s... . .y ,..... , - ... , G Ou rate ''a, -.tR - �_ Dround ra i { �4 Should be d be, ._ ,. ontall sho all shpul _ed horizon ed vertic epee ! cin a � die orl:i'' ON. Trussesstor Y ION. Trusses star t! t. �,t,. i ,c_,.4,t,..p� ., xcossive lateral tipping.: y^' r n to revente_ L toppling oral ng., ._ rad etamkh�n,hlVa. don blO.ki p o revent 9 :: , Pp : ";, ::, � notes tlaa�liY . . -.. , , .,,r, _. "� ; , _ sti arta 9 braced t , p Pp , , � , . , , ., .:.... � .. ,o , ea batkle pp , > - Slrul -�v. •:..: n9 \ e o elolo all h,aceJ q. ..:,., .: a Id Py reb9.:. l,, ;...�.,,. „. 8.5 0.:. l Q To ehordalb t t r. Y ,idcquffoc .., !Y plh 0. 1— - a ih :.:h P Bin. , . >4.. , �.,., :._ �.... a odia- o:. -� Onm0lSture. ,.- � ,-,. .. ,.. h. , .. .. ,..,. ry G.- -otla ee liberal n 9 and less 9 S el arenduuece p ! 9 , '' , . ., t, . "`�. :. r s h_ ee ... ....., ..- , +,, : ,. _., Backup i , ,: :. h. breei _ ahouldbdnelled :. : .,. u-, .,. t ->r., a.:.z. Q b ecln :'ala anal n0 les., „ , < ,.. , + c + ... � � r! ht Un r.. .:; F., ..., round l7dles U ..,. fl •"yt;4..., ., •.....1,, ., �k .0 ala ohordwhanpurpne sore bu 9 :. .. .. , � y. , A GER. Q o not t _ _ p : , , .. , � .� .... .. ,,. .,. ,,;,.1 a -.:... _ ... ,, ._`_,,.,, to rhe undoteldaor ih p. Q .._ , ,.... lid tion:.., , � d' til-IRSta i . ... la o ... ,.. 11 _. ti oat aha to alio. , In un � ;, e k with .,.,1, ,. a. ala eld _p G Do not breakband g wldles +,.,. ,_., ...• .. -b, ...J, .. a. .. ,.. ,,..,. : h areoaatM1ed to lh p WARNING:, _ ands until b n :: Typical ho'allas al lie member o erl brat d . �. van. :. .; . sir andira re-. Pr- P Y , . � ,;. „o. U c,r � . r •. ; or! / mulupla.leNaaHn ,;!'ivy '�dl'<". .. exercised, In banding be i,s...are sh ositton. e1 9 a17iB; hOrlZOnta) ' ... � L- aloof groundstakes f-�'.,',�)+ `�st� are laced°in a st ---` "lY"+ , ` avoY:lshiftm of individual fusses. _ _ ., ,. mcGai to _,. �ti '+' r f,' �' SCISSORS TRUSS _ are lying flat` a --�—'-�-'� DANGkR.;Walkingontrusses which y• 9, ou d"taracin required -'for all, lnstailet ions, ,' � . _ >• , ! •: CAUTION. Gr n _ ii 1 trusses b the ouid be stnctl .- WARNINd: De not lift bundled'tru_ Y is extremely d�ingerous and sh Y . , ands, Do not i se damaged trusses. Frame' 3 b 1 - eohibited.; Frame 2 Frame 1 I SPAN MINIMUM PITCH BOTTOM CHORD BOTTOM CHORD DIAGONAL BRACE LATERAL BRACE SPACING (DBS) SPACING(LBS):: i# trusses]' Up to 32' 4/12 15' 20 15 Over 32'- 48' 4112 15' 10 7 over 48' - 60' 4/12 15' 6 4 Over 60' See egistered professional engineer I�. TOP CHORD MINIMUM LATERAL BRACE SPAN DEPTH SPAOING(LBs)#trusses TOPCHORD DfAC:ONALBR,ACE SPACING (DB') TOP CHORD 2x4/2x6 PARALLEL, CHORD T TRUSS 1' continuous Top chord _ Lateral Brace.Required 10" or Greater Attachment DIAGONAL BRACE - MINIMUM !( Top chetdelha/or*lateay ll braced can buckle logetheand"use collapse If there In no diago•. nalbracing. Diagonal bracing ithouldbarlalled to the underside or the lop chord when purlind are attached to the topalde of the lop chord, SPACING DB S) SPlDE SPP/HF Up to 32' 30" 8' 16 10 _ Over 321- 48' 42'" - -- 6' - 6 4 Over 48' - 60' a8'" 5' 4 _ 2 - Over 60'1 See a registered professional'engineer 3/12 1z grrtffier r e, �� 1 -- —_ DF-Dou dies SP -Southern Pine - - - _. - - s,rc g DF .Douglas Fir -Larch SP Southern Required f DF Douglas FiClarch SP Southern ino- y \ 4 HF: SP -S Spruce -Pine -Fir F P_ - _ w HF' -Hem -Fir SPF - S ruco•Pina•Fir HF • Hom Fit• SPF.. Spruce -Pine -Fir P 0� '09. ° �''� � �" �•, ` No tx b ' ,".,q �•�' "_ • '^ 8� r / y � /' /�^ Y �OBSi Je`'Q`a. +., �. " o' .,, - ---.�. � •�• ti, � '•.:�; f,,:, All lateral•;aces I ('• ' f lapped at least 2 /�J •� trusses. ,, , ,p y,. �a.; „ All lateral braces � - . � � !% .��'' �•,«.� ,greater � �.* � , lapped,at least 2 � � Diagonal brace �, `�. :�• �, v 'trusses.' �� ,r' . - , �, ,; also required on end verticals.01 / R " `; ti e . ._ ,, . Illalnral ..,, ,,, ,:".,., . Z .,; ;; , Co sinuous o C o s sJ :%..A ;,. � .. n T p h rd Lateral Broca, .,- o '� . .,, � '� . , . ,. + w (mast is3a` : , • ,�,: ", � , , . ,} , _ ,,, r`� \ ,� � Required - :.. ,...,.--'..... �. ....,... _- ....� ..:. {r saes. ,. . ,a..., �/ ..._�:+,._ ,, �. .. , ..i:,.. ,, �-, .-: _- To chords lhatare laterally broeed eanbucida � , ,. .:., .:..) The end ti ,;. v 1a. a„ Ipgelherondcsdescolls eo 11 lhamlehodle o- - � • r\ P g 10 orGroator diagonal brace - .., ".::. r .::.,. .. ,, :,�.. ;.: nalbraa(ng:`Dloponol6racingehould benelkJ D _ e t-�diagonals.. .. ;, _. ��.. ,.::.. .. ,.. to rho undoraldgol the to chordwhsn urllhe _ forcantiievered End aro ease tt i i P s r .," u..... .,.. x .. .. are attached to fire C aide of the la chord. c, ,:r 1�, r at 11 C 'e d us _.. t,.- ,.r..,, Bottom chord diagonal br, ','ng repeated ,,,,, � � ,� , ; - u ,, 1r lases must be h_i v n m ! ba du�lcat©�:rn. ... _,. P `"`�,, , to p •-� „ .:t�, 1 �,,, '"•�,. ,, w i t. .s _ ^` d '.:, , �a •, redo verticalboth,ends o the truss s atom. h t , at each end of the building,and at same , �-. t u. .ITr- n f h _ Y €'� Attachment Wobs in lino ivith Re aired s acln as to chert;;' oust brach . BOTTOM CHORD PLANE MONO TRUSS x q P- - g _ P _ gg the support. I r t J V�ARNING. a lu 'too e. � ; F i r'e f IIoNtlt Serecommtamtlat_nscouldYesuiitn 1NARNING Fa u et o s co .. . _- _ _ _ . ... _ II r o f Ilow the ere mrnenda�lo:•ts could result (n -. _. WARNING. Failure tofollowthcserecommendationscouldresuittn sbuildings.r eve e e s, r ons!> Injury or.dama sato. uss�es n in tr r _ _ ,p _ -severe ersonal in u or �a a e to trusses r I Y . _9__m r or buildings.damage p Injury _ g _ 9 severs ersonal fn ur or to trusses or ,. ti ., _ P. L Y . - 4x2 PARALLEL C O D TRUSS:TOP CHORD Continuous - - H R TR ,T P H RD Top chordINSTALLATION TOLERANC>'ES BOW Topchords that are laterally braced can buckle Lateral Brace x - - _ length, '' ^ '"7- : togathorand ceuaeeollePselflhere lenodlapo- .Required to ld.of he top ng chorhould d : _--, : ,\„ ' ' - ' . "^•-`..,,. - . IO the undarelde of the lop chord when Purlins 101 Or Greater ' - - L(in) era anaohed to the repaid* of the lop chord: rr 1 PLUMB -; Attachment } Cross'bracing repeated Required —� at each end of the I �0s� 3 building and at 20` r5 rr�S 0 (OBs) �y es o ` IntervalsS' Q,2 r In L .�/ 4c, Syr Trues B D(in) D/50 D(it) TOP CHORD 1/4" 1' TOP CHORD DIAGONAL BRACE 2' MINIMUM !( LATERAL'BF=E SPACING DB S) SPAN PITCH SPACING(LBS) [# trusses] 14 5' 72" SP DF I SPF HF 10 24' 3/12 or 17 12 _Up Over 24' • 42'3/12 V 10 6 Over42' • 54' 3/12 6' 6 1 4 Over 54: See a registered professionsl engineer 1z grrtffier r e, �� 1 -- —_ DF-Dou dies SP -Southern Pine - - - _. - - s,rc g DF .Douglas Fir -Larch SP Southern Required f DF Douglas FiClarch SP Southern ino- y \ 4 HF: SP -S Spruce -Pine -Fir F P_ - _ w HF' -Hem -Fir SPF - S ruco•Pina•Fir HF • Hom Fit• SPF.. Spruce -Pine -Fir P 0� '09. ° �''� � �" �•, ` No tx b ' ,".,q �•�' "_ • '^ 8� r / y � /' /�^ Y �OBSi Je`'Q`a. +., �. " o' .,, - ---.�. � •�• ti, � '•.:�; f,,:, All lateral•;aces I ('• ' f lapped at least 2 /�J •� trusses. ,, , ,p y,. �a.; „ All lateral braces � - . � � !% .��'' �•,«.� ,greater � �.* � , lapped,at least 2 � � Diagonal brace �, `�. :�• �, v 'trusses.' �� ,r' . - , �, ,; also required on end verticals.01 / R " `; ti e . ._ ,, . Illalnral ..,, ,,, ,:".,., . Z .,; ;; , Co sinuous o C o s sJ :%..A ;,. � .. n T p h rd Lateral Broca, .,- o '� . .,, � '� . , . ,. + w (mast is3a` : , • ,�,: ", � , , . ,} , _ ,,, r`� \ ,� � Required - :.. ,...,.--'..... �. ....,... _- ....� ..:. {r saes. ,. . ,a..., �/ ..._�:+,._ ,, �. .. , ..i:,.. ,, �-, .-: _- To chords lhatare laterally broeed eanbucida � , ,. .:., .:..) The end ti ,;. v 1a. a„ Ipgelherondcsdescolls eo 11 lhamlehodle o- - � • r\ P g 10 orGroator diagonal brace - .., ".::. r .::.,. .. ,, :,�.. ;.: nalbraa(ng:`Dloponol6racingehould benelkJ D _ e t-�diagonals.. .. ;, _. ��.. ,.::.. .. ,.. to rho undoraldgol the to chordwhsn urllhe _ forcantiievered End aro ease tt i i P s r .," u..... .,.. x .. .. are attached to fire C aide of the la chord. c, ,:r 1�, r at 11 C 'e d us _.. t,.- ,.r..,, Bottom chord diagonal br, ','ng repeated ,,,,, � � ,� , ; - u ,, 1r lases must be h_i v n m ! ba du�lcat©�:rn. ... _,. P `"`�,, , to p •-� „ .:t�, 1 �,,, '"•�,. ,, w i t. .s _ ^` d '.:, , �a •, redo verticalboth,ends o the truss s atom. h t , at each end of the building,and at same , �-. t u. .ITr- n f h _ Y €'� Attachment Wobs in lino ivith Re aired s acln as to chert;;' oust brach . BOTTOM CHORD PLANE MONO TRUSS x q P- - g _ P _ gg the support. I r t J V�ARNING. a lu 'too e. � ; F i r'e f IIoNtlt Serecommtamtlat_nscouldYesuiitn 1NARNING Fa u et o s co .. . _- _ _ _ . ... _ II r o f Ilow the ere mrnenda�lo:•ts could result (n -. _. WARNING. Failure tofollowthcserecommendationscouldresuittn sbuildings.r eve e e s, r ons!> Injury or.dama sato. uss�es n in tr r _ _ ,p _ -severe ersonal in u or �a a e to trusses r I Y . _9__m r or buildings.damage p Injury _ g _ 9 severs ersonal fn ur or to trusses or ,. ti ., _ P. L Y . - 4x2 PARALLEL C O D TRUSS:TOP CHORD Continuous - - H R TR ,T P H RD Top chordINSTALLATION TOLERANC>'ES BOW Topchords that are laterally braced can buckle Lateral Brace x - - _ length, '' ^ '"7- : togathorand ceuaeeollePselflhere lenodlapo- .Required to ld.of he top ng chorhould d : _--, : ,\„ ' ' - ' . "^•-`..,,. - . IO the undarelde of the lop chord when Purlins 101 Or Greater ' - - L(in) era anaohed to the repaid* of the lop chord: rr 1 PLUMB -; Attachment } Cross'bracing repeated Required —� at each end of the I �0s� 3 building and at 20` r5 rr�S 0 (OBs) �y es o ` IntervalsS' Q,2 r In L .�/ 4c, Syr Trues B D(in) D/50 D(it) 12" 1/4" 1' 24" 2" 2' 36" 3/4" 3' 48" " 4' 60" 1-1/4" 5' 72" 1-1/z, 6' 84., 3 " r 108" 1 2" 9' , opt D(in) Lesser of LJ200 or 2= o r r Permanent P r, I Lesser of r s . _6•: ;:,, / TruasosmusthDvalum• a (R1 ! J b/50 or continuous. Is � , •',';' /�i heroriented Ithe o • Lin U200 L(ft) ., �, r f• /_ n . _ _ _ �+ t r ' ,., U., zoutDl direction to use t'1." , r ilea 1 „ �/ lateral bracing s ,,; r._ . R.. i ra. _ „ ,, � " .; .� —H o," "" , h Magimum 5 2 braces fa od „ _ This braces acing, a Idled b the q, 100 1/2" 8.3 P Y / Misplgcomont c , I a'ioast iWo Y � tt:USS op ineerin t� � /,'J, �,,, '�, 1 � "' �•" „t: , tr ��� �,7,'' 150„ 31a�, 12.Sr 9 _9 1 ... •�5 irusaas "^:.' f... � i „ Line o L(in) 11200 L,it) 200' T 250" 1-1/4' 20.Br syr 1 1-1/2' Lesser of U200 ora" L(in) L(in) ll t 1 , opt D(in) Lesser of LJ200 or 2= o r r Permanent P r, I Lesser of r s . _6•: ;:,, / TruasosmusthDvalum• a (R1 ! J b/50 or continuous. Is � , •',';' /�i heroriented Ithe o • Lin U200 L(ft) ., �, r f• /_ n . _ _ _ �+ t r ' ,., U., zoutDl direction to use t'1." , r ilea 1 „ �/ lateral bracing s ,,; r._ . R.. i ra. _ „ ,, � " .; .� —H o," "" , h Magimum 5 2 braces fa od „ _ This braces acing, a Idled b the q, 100 1/2" 8.3 P Y / Misplgcomont c , I a'ioast iWo Y � tt:USS op ineerin t� � /,'J, �,,, '�, 1 � "' �•" „t: , tr ��� �,7,'' 150„ 31a�, 12.Sr 9 _9 1 ... •�5 irusaas "^:.' f... � i „ Line o L(in) 11200 L,it) 200' 250" 1-1/4' 20.Br 300" 1 1-1/2' 25.0' / 45 11 'KYr r - , . rl i. `` . y �••..,,. s: ,r .. CJ .. . ,...W :,. • ay •• ,.. - - 'rrOUT-OF-PLANE S OUT OF PLUMS INSTALLATION TOLERANCES. INSTALLATION TOLERANCES, 1 , ;c• r End diagonals nro ossa �tialfor �5 s stabilit and must bo du.616ted.otr DANGER. Under no circumstances should 1 rt � -I•� - .. -�:• e. �.;,: '. ;, .a-, both ends of the tnss system. constl ucti 3n loads of description be )aced: x Y 1t , WARNING. Do not cut Cruses, _ y ,p p _ t_ WEB MEMBER PLANtz a >,, on un6raced trusses: „t u,, Frame 4 Frame 5 b tr Frame 6 LONG'FELLOW''LuMBER CO. INC'. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren .Avenue Chico, C.A. 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: Jib No Address: ----- -•— Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 AP# -- - Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (303)254- 0204 �7""r� Joh:' (STRO--WALK-IN CUSTOMER OTR MORS)/ F '27'7-f/2 FLR TRUSS THIS DWG, pREPARED FROM COMPUTER INPUT IL0:1DS C DIMENSIONS) SUSNIT7I0 BY TRUSS HFA, C.3 Top CHORD 4x2 FL #7 REFER TD DRAWING A150 FOR TYPICAL PLATE LOCATIONS: BOT CHORD 4X2 FL #i THIS DESIGN IS NOT TO BE USED WHERE ALL SIDES OF A BUILDING in a WEBS 4x2 FL StandaPil HAVE PARAPET WALLS. OR CONDITIONS THAT ACCUMULATE SNOW BY DRIFTING OR SLIDE OFF FROM ADJACENT NIGHER ROOFS OR RESTRICT a, CONNECTOR PLATES DESIGNED FOR GREEN, LUMBER PER NOS-91 TAFILE FREE RUNOFF OF WATER. v 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE �. NOTE) THIS TRUSS MUST SE INSTALLED AS SHOWN, IT CANNOT BE USED REQUIREMENTS OF I.CiB.O, RESEARCH REPORT 02949, to (A ` UPSIDE DOWN. TOP OF TRUSS MUST BE HARKED BY TRUSS FABRICt''OR. CONTRACTORS WARNING: G j ,, THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 4 I + 2XB 13 H. F. OR BEITER �ON1 ,V10US STRONGSACK. ATTACH TO EAC11 AT SPECIFIC LOCATIONS PARTICULAR CARE IS ADVISED DURING !n / STRONMACK MATERIAL TO BE SUPPLIED BY S IS ERECTED PROPEILY, ' W 3-10d NAILS ENSURE THAT TRUSS TRUE - INSTALLATION 70 E1V R ER CONTRACTOR: - cn IN L'',J OF RIGID SHEATHING: TOP CHORD TO 84, 'RACED BY PROPERLY BUTTE G(J Nff Aii EO PURLINS 1124.0" O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0'1 O.C. MUSTI�'G Dt Ew/�t> 1'i`�Ei v BE iROPERLY ATTACHED To T)'E BnTToN CHORD. TIL I'9 APPROVED •'�,S"" z 2X4, vi 5Xe 1� t 1.5X4(R)" �X9— kq� 4 �, T�77 l f'6' 'L + 14'11" 12'6"4 X8 3X14 3X 07'7"13 — I OVER 3 SUPPORTS A-7980 N-3'8 R- 1627f W-3"8 R=660+8 Wp3"1 PINE. GN CRIT TPIf eV 17 3s SCA2009 Lp500 i PLT - — L r_i r� o cY d **IMPORTANT)fWk:r rnExt"rw [Roo l"maLE m VV WARS�SI�F'lAt Vin luEti in�Ercclioil un EO' TC LL 40.0 PSF REF P427--55364 0 0 0 1� aYIAHw II-A this belief an 11*3E srEcnlurlatl w Aur nwmllaxa WIn 01 s1 IPI, 3EE fins x1r �, IC OL 10.0 PSF DATE 07/26/95 L= p tom. D PAlIti, tO.IYILn llle tmm IN Cwr",kitt W11R OSTOO NY tPl. IM Anr illtl nl. SPE AL M"NANCNI 3RACIua F+ p o G1 O AVitC CWiKttt"3 APC /V0E V EWA our, 31[R I;STNa A51R OOtR W41s, 11&!3 011CPIISL 111o1CAttn. - BC DL . PSF O W CAtl5R�27 9 07615 A Aufi S4 O [SCFPT A31A)lm. APPLY CONICCI0" to t1ol PA`£, GO am-0 mAu nP "i'mut o0LEt0. Willi P^OI jk.t,�13815 BC LL 0 ..0 PSF CA- NG MO IG • /: i 'ALPINE' E ipo37 AO taus otwoAl C LmArt , 0.10is M IGN, POSIO16A t Y Align EN nr icn nirsixNie, e[ two U! I , .. lr O,Ms kv Pt. Will" 130 130 S 1 u.r. n kle; simmARDS WON wommy AtItb60 RIGID C[Ittw -- G ta'. -6x)97 , TOT,1_D • 55 . 0 PSF III I �p�(gISp�III 011 '� cowam It/ PL ICioiE PROVISlan w itts t Irt, w vall Eil'S ALP IIE 1EtlN1cAl. urW1E is/1/111, ron nl p3 d R 5 SEAL dl 1Ht3 pAWINO Miss Ta 11! Go"ENT 01P1CiPA KPI! IrMr a ustic3llon• u3nu1 x eory Ru Vs 1: Yll Q OUR.FAC, 1.00 1 118844: ryry5511 3NH IfiA I O tltS1G1 i0 ill inns ErcnSlul campActUI ql� �L I" oI&Y,. Alts SI14L lot Be RL1tn U" I IN 9111 01hER WAY, �1 L � SPA C- F4.f)r r� 0 1= o G e1 „_1PI.• 1I/J33 aA1e Parnas€. Io3 • uY runwu. M[Iax vtrhIurlw roRoixxi _cax3l "uellw .._ 2X4 } 8' 1.5X4 (R) 1wn :3 � x -- '. xis A■8480 W -3"B I J buel'uH I S R=1785# W-3"8 R�527# W=3'8 —411 _ ... ALFI "ril. SXImP0RTANT*W1pl wort'w m WARNINGII"n" Its1wiwoulm 14"CI Aw cV�B 1'C LL 40.0 PSF REF R427--95365 \`'`/r✓N. ..._. ..� ,�.--_.r_..- a...-.,_.... .+-..;�-,.._�i.-�.._":.',.-,--_.-....�-..,.-.�--...-.IJu �.—..«-..��.`�-..__.�..-i--r.._..._. ._-�--.-r--./L iw....:..�-..-r��.-.-r•n,•..�•.-.v+�+..r�...,�.�.�...-,+.._.�.w�.�...�.IL�_._��.........�..�...� TC DL10.0 PSF DATE D7/2B/95. FAILUPB 10 BUILD IPE IMM IN CCIVnWR PIt'l Ost" 1P' "ll B � Job: 'IOTRB--WALK-IN CUSTOMER BTR OLW) / F2 27'7-f/2 RR MIS DWG. PREPARED FROM CONIKITER:INiXUT (LOADS B DIHEBSIDHS) suaHITTED DY TRUSS NPR, TOP CHORD 4X2 FL /1 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. b BOT CHORD 4X2 FL #I WEBS 4x2 FL Stanaard THIS DESIGN IS NOT TO 8E USED WHERE ALL UMOFA BUILDING 'THAT m CHORD MAIL Be 1.411411.1.1 BPACSO PIM FOMNomu45 HAVE PARAPET WALLS; OR CONDITIONS ACCUMULATE SNOW BY BC LL 0 .0 . PSF CA- EdG.MO o ALP IN DRIFTING OR SLIDE OFF FROM 'ADJACENT HIGHER ROOFS OR, RESTRICT N'` CONNECTOR PLATES DESIGNED FOR GREEN LUMBER NER NOS -91 TABLE FREE RUNOFF OF WATER. TRUSS o 7.3.3. ZONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Jt IYI1 �! NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED REQUIREMENTS OF I,C,B'.O. RESEARCH REPORT 02949. Ln UPSIDE DOWN. TOP OF TRUSS MUST BE HARKED BY TRUSS FABRICATOR. CONTRACTORS WARNING: N SHIM ALL SUPPORTS SOLID TO BEARING. THIS TRUSS IS DESIGNED TO BEAR ANO,IUR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR TARE IS ADVISED DURING -1 tR IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED OY PROPERLY INSTALLATIONTO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY,In ATTACHED PURLINS 024.0"'D.0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0" O.C. MUST BUTTE 8E PROPERLY ATTACFI'ED TO THE B07TOM CHORD. corwIT + 2X6 13 H.F. OR BETTER CONTINUOUS STRONGBACK- ATTACH TO EACH I� l��+T� SULDING MBS W/3 -1L11 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY DLPARTMENY ERECTION CONTRACTOR. C A 1" r] R O V E _ 2X4 } 8' 1.5X4 (R) 1wn :3 � x -- '. xis A■8480 W -3"B I J buel'uH I S R=1785# W-3"8 R�527# W=3'8 —411 _ ... ALFI "ril. SXImP0RTANT*W1pl wort'w m WARNINGII"n" Its1wiwoulm 14"CI Aw cV�B 1'C LL 40.0 PSF REF R427--95365 o ca c� t= ly Q O G. Ci. to f� ALL In"'� AW 11almiUtFPON 1NIS.OEsIBN an:imm $Mirwiloms. CRAM 10" BMCIIb. SEE 1110.91 BY IN. SEE [IIIb 00100 TC DL10.0 PSF DATE D7/2B/95. FAILUPB 10 BUILD IPE IMM IN CCIVnWR PIt'l Ost" 1P' "ll F04 AW'11WAL bP[C1AL RRPUEIR BPAC11q 1J � . BC DL 5,0 Q PoF ORW c�tW�14z795207516bfs &PDC COIAMOM ARC WDC DF 90DA BALD. SIM NE UM Mill DDIP "ll. L•Bx" antru1SC IUOIrJ.lm O O "t=I Com' MOO Lr 0 ECCTPY AT m"04bPPLY CMCTo4s TO EACP.FACE or CHORD MAIL Be 1.411411.1.1 BPACSO PIM FOMNomu45 ~ BC LL 0 .0 . PSF CA- EdG.MO o ALP IN IpMali 110 UILETT DTIIErAl"'IlrJirA ON IRIS 0911CIL Pe5[110N warnP+s Pta auPt"cs 17D, asT 9 isoA•F. oultll trAloA,aT LGWCM N/ArILICIBLE P10ViSIar, or IBA 4 IYf, AR IDA IIEEP'b LY 41iAbiD n,lPaoc S EAh{IW BOIIDN Oil"P4V'ErLT AT IICIIED P1C10 LFIl111O .- Ta ALrim twvlat. 1rult 1pfulill (OR rPDI'Cp Eq. 63491 T07.L0: 55. t PSF 1'n�ll n 1rylpnAln 1pnNl TRUSS o %AL CH Ullf wAAmBBin 10 ww MYtnI11TICYEo IEPE ois 41. cn/1wc,milli% Jt IYI1 �! DUP.FAC. 1 .00y �{P000�jIIUUtltltl uuNg6 c o LDAAAW1 IN imtllCilnns cbc�eliw C PA 24 ve" . PI ` IPusf R41f INftlIU1L- 1(S'• ISTI N l.aNL CEfION fPCCIrIGIIOH ra Yg00 COISLA01Ia1 1� o C7 Eo a j � . ' } Jab 98TR9--NA6K-IN CUa11JHEn BTR BLORSI / F3 27'7-1/2 FLR CAAR THIS 1386. PREPARED FAeH CORPUTER INPUT'LLOAO$ 0 OIHEN9IONS1 gUBJtLTYEO 6Y TRUSS Toa cNoaD 4X2 FL #12 Complete Trusses Required BOT OJORD 492 FL #1 WEBS 02 FL Standard XXXLOADING ON. THIS TRUSS CALCULATED BY :TRUSS FABftICATORXMM A PER NDS-31 TABLE REFER TO DRAWING AISO FOR TYPICAL PLATE' LOCATIONS. -4 CONNECTOR PLATES DESIGNED FOR GREEN LUMBERR 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Lto CONTRACTORS WARNING: REMENTS OF f29g9' THIS TRUSS I5 DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NOTE: THIS USS MUST BE INSTALLED HARKED WN. IT 'CANNOT BE USED 0 AT SPECIFIC LOCATIONS. �E TARTICULARTCARE IS ERECT PROPEL Y• NOTE: THIS TRUTOPSS MOF UST BE INSTALLED AS SHOWN. TRUSS FABRICATOR. N -2X4 93 N.F. (Y1 BETTER CONTINUOUS 6TRONGCACX• ATTACK TO k4CH SHIM'ALL SUPPORTS SOLID 70 BEARING, -TRUSS W3-10d NAILS. Fr- =' C NATERL41 ro BE SUPPLIED BY ERECTION CONTRACTOR-Neto; Sao drawing 238,434 for oonnootton detail for two-timber SY42 trusses. Mon double top and/or bottom chords aro indicated, iE' Y substitute 3X10 Trulox for 3X8 Trulox shown on detail. .and 8d co N LIEU OF RIG10 SHEATHING! SOP CHORD TO 6E BRACED BYnmon AN LIEU PURLINS 824.0° O.C. Mire nail for fillet head T-nail. shown on detail. N-4. For optional truss connection, use Simpson L70NP connectors on top chard at 4,51 4 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.01' O.C. MUST D.C., plus ono Net pt oonoentrated load. L r BE PROPERLY ATTACHED TO THE BO'rRX4 CHORD. THIS TRUSS 18 DESIGNED 70'6UPRIRT ADDITIONAL CONCENTRATED LCAD(S) tyt% i Y F. y CouN WHERE SHOWN. I, z BUILDING DEPARTMENT 2X6 --9' 3"i2 i�T !° 0 "41 -,.. 1.5XAIR) S'e u hXA ,2X6 - 6 _5X6~ �. 1-6- 4 T11'° 4X6 4X6 5X6 �- - !"2x6 10'B'q' X6 BX1A W-2.3XA -xi —-�--- N 7-7-8 i2-4-B 7-7-8 ' 27.7•"0 8-0-0 �l OVER 3 SUPPORTS R�SOBiiI It-3"B R�+5270 W-3"S R-35250 W-3"S 23151 1p Sep: 20 a ScA E .. 2500 LI • TYP -� AL I ttIMPORTAN *� �� WARMING;t µc�[I� K 11114 � cw[ t,V • L y TC LL 40.0 PSF REF R4 7--55367 "1L,E FIIOIItF[40 oaCC101f. L. •. ALc[LL (S7J C= t� t� o d o t" lwl x u[aautdt rai AAt . MLc11a1 414 A OL 10.0 PSF DATE 07 26 95 O OLYIAnGYfraITAItDELIO'IONuitAli°EclrlCtlJ0t8, OUMt VfflatnowLsce WOIDIIPJ,LLLtumceslW �.0 PSF ORW.cAusnaa795zo7sta N O G I= l.= rA1LAP[ It WILD Mt that IN NA•c"wict +TNI OLTan tY Vb Fen aWIt1DUC SKNFL ttn.4.£Itl eN1r:DK +[ 1� A cm O p O "fix a1LItclCtit ALE. MDL On coo tici, wee. virvitq'ASIA tU1MrOitt• UlLla 1694.1. 9941 MUTDIWPCAL I Willie. 100 * V � '. * D LL _ 0.0 PSF CA-EN0 ND ( ' O C p C ■+1K NO W.t£1 idiot tat LDUItil at t+It 0[LIWI at M11T10o CLJV U0010 q.WOIIUT+N111M, Wfca{ ciRRD d' ALPINE G Cauccmu FIR o+A+I1V4 sn. 114 % ILOL•r. DLSILM STUSUCS a11A 6(U'JnL..l11u1LY RIOW R11aC .. sn JI �14�1 ��. TOT.LD. 55.0 PSF III���I�l�lI I�II�I t� cairclN vtAm.leADLc AVtlston a los t Trl. L14 oat[Lsl•: JteP,t :rL.I1C4 1L011E 1//1/911 tOR "ER f Al`1pR� OUR.FAC . 1.00 II ` G TRUSS - = SEAL W T+I►0011111; "MIES to I'll caveldAl "I'm1to tear EMNLLI.0MICATIM rmiti1t A crf or Lilt 0A i o ni WILY LIS- sx[u Doi a tatty IM1Otr It ulr aTteR +Ar. asiwt la ne 'Noss Lr1010" conrutm. % SPC 24.0 0 o to t� t o W1 • TT, KATE 7MII W1e. of IDLI 1Lt1TON1 O[SINafPFGIrIC.l 1D1 rW tl00 I7JLS IRJCI ICN G i �Il 171 ..e.....--w----'--" ✓ice_. — _ R=10690 Wd3PB iD'6" �6Xq e 4 9X12 :5 8X4 AX6�i�__ ALPINE T P o ci o p o c K'WIMPORTANT(�N'`� ,p� �P��° �"� � u�` WARNINIi,i�wsol"ll�m��laE«oMN um O ATRUSS OCYIATIW(OW iNl! OISIpI CP iliESE SPECtl1WRONS M Nli MNCUq. SEL•{15.91 Bf tPC. SEE IItI91GNPA1LlPf TCWIC';YCt{S5ttNaMaMNA1Ci Y1TN 051001fVIP,nPpl AcpI1t0HAL6P[CI4l YEPNINCNIllq ilAPj1iCCIIlCIOP•JAIS {NCCN i00A OALV.OfCCL K[111tl AS1N WIPC)C{lil. UALIS Oi1CPNllC [IgIC1i4IO AU6TilC [CCCPi At/x110. AWCYCON1lCIOPSt0EAf11 LACE Of CIOPOSINALt6 I,AIFPAC6YlMC(0 YJIjiTSCmnrAlquAc55 oIIERNItnLUUTEo wiN15 orslSK ramal lTArrAoeli,.rN0005![A+Nuc. DonpCWPSCTORf 1•tAbN511Lt 170.1506ISOMC• OCitWCIVgIPCL M,INRgPCf liIAp1A0At510cilLil.• K WIM/AMS.ICAOt[ 1•PAYIstp9 itF IqS C TPI.NIggllllq`� AIPI,E tECN1tCAL IPDAfE Il/1/Ojl 1'SN nlal'tpG iCAA ON INIS IXUSINO APp,tli TO TIH COMPONdT OEP3CjEU ICK C'YMAIL A{YLICA71011. r11Y11G1 A COM OF lllt5 G CI O' p p O IN Ua,Y. Alq SN.U.L IDT O! I[LIIC WONIN ANT: CtlStl MAY'. CCSIW iU I1C IUUSSCILCI ION CI'NIPACICI .--IPI.• TPU55 PtA1C 1M1I IUIL. .NII •1WI INIICINI OISICN. SPECIiIGIIOII CW M000'CatlI WCIION R -I,"63# W-3"8 Rev 17:3s SsCeA ??,Ott TC LL 40.0 PSF REF 8427--'. TC DL 10.0 PSF DATE 07/, BC OL 5.0 PSF I ORW CUM427 Nm C43845 " BC LL _ 0.0 PSF CA -ENG MO ' 63691' . TOT. LD: 55.0 PSF "ICIVIY .�� OUR.FAC. 1.00-�IIIN� I In 0 'D w I I Job; (OTRO--WALK-IN CUSTOMER DTR SLORS) / F4 19!4 FLR 1 1 THIS ONO. PREPARED FP-. COMPUTER INPUT (LOADS C OINENSION9) ,SUOMITTs_O BY'TRUAS NF TOP CHORD 4x2 FL f1 REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. a BOT CHORU 4x2 FL #I c WEBS 42 FL Standard THIS DESIGN IS NOT TO BE USED WHERE ALL SIDES OF A BUILDING N PARAPETAAVE WALLS. ACCUMULATE SNOW BY R CONDITYONS'THATGHER DRIFTING OR SLIDE OFF FROM ADJACENT HI ROOFS OR RESTRICT COMECTOR'PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE' N ti FREE RUNOFFOFWATER 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN 'ACCORDANCE WITH THE NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED REQUIREMENTS OF I.C.BTO. RESEARCH REPORT 02949. ul UPSIDE DOWN. TDP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. N + 2X6 t3 H.F. OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH v TRUSS W/3 -10d NAILS. "STRONGBACK MATERIAL To BE SUPPLIED BY N ERECTION CONTRACTOR.IN u LIEU OF RIGID TOP CHORD TO 6E BRACED BY PROPERLY COUNTY ATTACIfD PURLINS ®6244A.Q'1 D.C. [7V 119 1V�� A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0" O.G. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.BUILDING pVA PRO R=10690 Wd3PB iD'6" �6Xq e 4 9X12 :5 8X4 AX6�i�__ ALPINE T P o ci o p o c K'WIMPORTANT(�N'`� ,p� �P��° �"� � u�` WARNINIi,i�wsol"ll�m��laE«oMN um O ATRUSS OCYIATIW(OW iNl! OISIpI CP iliESE SPECtl1WRONS M Nli MNCUq. SEL•{15.91 Bf tPC. SEE IItI91GNPA1LlPf TCWIC';YCt{S5ttNaMaMNA1Ci Y1TN 051001fVIP,nPpl AcpI1t0HAL6P[CI4l YEPNINCNIllq ilAPj1iCCIIlCIOP•JAIS {NCCN i00A OALV.OfCCL K[111tl AS1N WIPC)C{lil. UALIS Oi1CPNllC [IgIC1i4IO AU6TilC [CCCPi At/x110. AWCYCON1lCIOPSt0EAf11 LACE Of CIOPOSINALt6 I,AIFPAC6YlMC(0 YJIjiTSCmnrAlquAc55 oIIERNItnLUUTEo wiN15 orslSK ramal lTArrAoeli,.rN0005![A+Nuc. DonpCWPSCTORf 1•tAbN511Lt 170.1506ISOMC• OCitWCIVgIPCL M,INRgPCf liIAp1A0At510cilLil.• K WIM/AMS.ICAOt[ 1•PAYIstp9 itF IqS C TPI.NIggllllq`� AIPI,E tECN1tCAL IPDAfE Il/1/Ojl 1'SN nlal'tpG iCAA ON INIS IXUSINO APp,tli TO TIH COMPONdT OEP3CjEU ICK C'YMAIL A{YLICA71011. r11Y11G1 A COM OF lllt5 G CI O' p p O IN Ua,Y. Alq SN.U.L IDT O! I[LIIC WONIN ANT: CtlStl MAY'. CCSIW iU I1C IUUSSCILCI ION CI'NIPACICI .--IPI.• TPU55 PtA1C 1M1I IUIL. .NII •1WI INIICINI OISICN. SPECIiIGIIOII CW M000'CatlI WCIION R -I,"63# W-3"8 Rev 17:3s SsCeA ??,Ott TC LL 40.0 PSF REF 8427--'. TC DL 10.0 PSF DATE 07/, BC OL 5.0 PSF I ORW CUM427 Nm C43845 " BC LL _ 0.0 PSF CA -ENG MO ' 63691' . TOT. LD: 55.0 PSF "ICIVIY .�� OUR.FAC. 1.00-�IIIN� I In 0 'D w I I designates. a .condition: i sans DANGER. A DANGER desi n i <, N{NG.Donotllftstn single Is uses to attract our 9 WARNING: g . P This cafe aIsrt s mbol I Y WAR ING. Do of attach cabs. chains or, A', tY Y _ _ ., n r r -1 eed af_n . fatluretaf Ilovirinstrucitonsarh w rn a 30 b Rhe eek. -t VEDt When where.... a . , .::.. rester tit tt >b - e tan- . ERSONALSAFETYIS INYOL _ ... , ,. - oo�s.tathe we members. ,;- 9 Y, paft n l ,� h b _ _ 1z ,I _reaC r us: ersonat 1 norB r� - EED ITS to well; most 11 el .result in serlo_ p - 1ou eethis s bol . BE..OPJIE ALEi;i' N _9 . Y / .,- lAfCSSAGE.• Injury or.deatii or damage to structures. .. ;) rl1 I so MECHANICAL ° so° / - - -a ti.tlo "1 INSTALLATION • CAUTION {den flex safe o eratln WARNIN>;,. A WARNING', desc,tbes,r can f n-1 or lees orloss _ CAUTION. A ,G . ,tk, . p 9 .. - . ; 1 ,,, � _ / � -•-- utd sult{ wherefalluretofollowinstructionsco te_ „.-sA. cttces o lndtcates unsafe condition&,ihai could, �., ra � _ . _, e o structs es i d a t r SPAN MINIMUM PITCH TOP C. (ORD LATERAL BRACE SPACING(LB$) TOP CHORD DIAGONAL BRACE. SPACING (DBS) r I# trusses] SP/QF rPF/HF U to 32' 4/12 B. 20 15 over 32'- 48' 4/12 6' 10 7 'r O%'o 48' • 60' r 4/12771 51 6 A 6 ' Over 0 See a registered stered rofesslonal engineer 9 P 9 n u oc: am F._._—a severe, arson resultan personal injury -or damage to;structures. p�„,_ 1 Nr Ta f _ A roximotol Approximately 9 f / 8 u Ta PP Y DF- Doug las Fir -torch 5P •Southern Pine 9 1 truss en ti• lino / NF-'Hem•Ftr SPF-Spruco•Pine.plr ,, Line la trues length /a tr I 0 ; hh ©'} _ 1 1 ��i 4 I Ttusse ons less than 30'. Lilting devices should lip connected to HIES 31 �ur�nm�r- � P_ 9 ContinuousTo Chord truss to 'c chord with a closed-loop .� rP the tr p h p _ Strop back/ ,1 RECOMMENDATIONS MitrNDATION 9 Ps _ COMMENTARY and RECAM ,. � � All lateral to ac , Lateral Brace COMM � eteriels such as .� _ • _ / attachment utilizing rn - TI UTir �.. TRUSS PLATE INS T or � readeri3ar Spreader 8 P _ - �IP Required _ schains,cables ton strapping, : t0 ".. lapped at 2 :. NULING INSTALLING & BRACING t1f1ETAL , : stings ,, nv PP 9, yA r 68&DO afrioDr. Sufto20� , -f -PPni � etr, of sufficient strength to carry the rr � ,;trusses. , -_. CONNECTED M1QOD 7RUSSCS ®: Madison wlsconsin 53718 Toe n / PLATE�UNNE __ Too In W', 19 htotlhetruss,Eachtrussshouldhe - 10 orC�reatop 608 833.5900 9 ( ) L e building , , ae proper position per th , ,., � 1 In P P P P_ 9 All., /f �. in. Dlvud be' due to the nature of responsibilities dnfrac or hrensedcor,froctor. t,us Industry, but trust,- , s onslbrlr ffheln ler builder burldlnnc t JY Itlsthere n (YA fl$L(designer's iramin len and hold with ,, ,9 P e us dos erori stall r. ho imatel i ` a uahfiedbuildin i n n T-nr k 1de fortlte use of r' a h" ndie: Ynsfall and re..e tod as a u 9 _ 9 9 P Y / . OI) DIDDBIfV I'eCBIV cnload - a P n _ 9... ,.. _ ; 9_ o erecft nrontm f to � i4G9 , o t e -, erector r �� , ie I ftI device umii tho onda 1 h � a ^l c 9 / ,• roximat I � , A acfi o t tt m i ib Ilt f + d' pP Y A n I C @ etalcidiBco�p;j edwoodfnis�@sfoDrotecNlfean arfv,TheInstaller the Truss Platefnehtute Inc.0 presslydisciamsanyrespon, y or amages 1/i107itrusslength 7. ss are securely fastened and to fru r m ^- o the recommendations and /=to3itrusslen th Y F - - Required u arising fro the use application or reliance n a 'aware`esssswthan otherstruct rat. rl n m PP _ _ ustexercisethesamZhi high reeofs fety n _i Y 0bracing`Is Installed. se, m 9 9 rat Greater- adot others. t b buildin 'desi ars Installers n h Copyright 'ue o s 1 a superior Information contained 9 _ 9n ,. PY 0 l Less or e I t,-. Intend these recommendations to be interpreted as p - n Y . � , .; rnateriaL TPi does not , m rp r a Tag, s t u e Inc. All rights reserve , his document or d esI s erlficatio foFhandiln Installing ®by TNss Plate ln_t t t, n _Y P I , r tate ro act Architocrs or Engineel' d gn , pacification 9, 9 h _ h 1o of the Line ,; Tag ` � dalio sore hereof must not be ra rodu .etl tri any form without wntten.permiss) n h � / andbliloln wood trussesforaparticularfooforfioor,The efvcommen _ n t m P rb` Pnnted i the United Stetes.of America; ss a based upon the collective exped3lice of leading technical personnel In the wood publisher, n SirongbeckC , s e _ .. Spreader Bar eaderear 101 10 p�`d - f s Pr . SPr n C� Q di contractor licensed CAUTION.AIIternporarybracing�,houldbelna,.as CAUTION. Thebuitder, buil . ng. _ , ?n i ns c than 2x4 rade mar ed lumber. A!I comtect o __ ontractoea advi, ed _._, 9, ., 14 contractarerecto ,arerectton.r, a 5 -- , . Too, Toe to _ c a _ o above .i-- a -, n' 16d a11S. All ..: :.,.I.� To chordsihalarelatenUbraced canbuckl •" Y rr F should be made with minimu of,2 n _ r P e , e Gornmanta" ,, �, r.. i d` gad the otttlre boola t _ , ,, , �� ,, tOObtd[i an �' ry, ;,. _ - _ d hal ht 1 athenndeauaewlie aoitilierulenodia o• , oc nterorles .P I t SSSy aS5Jn1ed.2 n , E?, ..: -- - P.Y, ;, rOX1,Tatel .J al bracing. DIe enol brads should tenalled r 1 Instaltin & , ,. _ �,A 'l _ A y n o- Q Q do s f r Hantll n ,_ ,. , . j� ,. ------i. .. @commando n -_ , N r. � r, � ,, i---- , and _ _ 9r 9 , , _ . _ R. _,_ .._. .c ..,r - ,. e. r - +-. -.. � - e u line -.r � : i"• r oti dedtothet pol chord r r �. r. .. � ... : -, „ n. A rOXimetel to n P P _. Sites that i s CO p Y oat uss,en t ,, Co nected>t0 a n C P i�,t r h ; � _ trris,,es sEtauld bo n_. _ . , _ .,. f.: Y _ _ . - g ISS c ConnectedWoodTrusses HiB , ; , , „ ,: „ 9 _ PITCHEl3 TRI BraC n M@tat. ,a e. _...-.. ... _.., r ,..,. - ,. - _., a -.;rt_ v �-_.., : .. .., -. -. 1 - ale o0aehad to stip lopelde of the chord, 9 . , >. /a to 1/i truss length . .,, ., . �I . , .,, win s lotto lnsrallatlorl. Ta s, r dancewith desi e.dra r _ Tag g r 9_ _g p 9 - : th5 TrL lis. Plate institute. - 91.�from _ , .. t3r_ater than 60'_. I Less than or equal to 5oLine Lino b ase reCOtninentl'dtiOnB COU1d result In I , 4 t WARNING; Falluretofollowth c: o of r r r a e for t o install tin s u id(n s. s Yv n this umma shls ,t t« ode tat h, a ON .T@ ora ..bracin .. i _ ., fl . severe el'sonal in ti or dame a to trus es nr b, I , _ 9 _. CA.UTI rY _. . 9 _ _tt rY . , �, _ , _ p,.. I. rY 9 , . ' fnP �� �, TRUSS STORArE ee _a different � ses vii h si Isar conf orations, Consult_a registered rofesslonal. engin . , r If i m lg . y • ct r in accordance with TPI'. a arrangement is desired. The,en engineer May design bra _rg, bracts err _ng 9 Y 9 _ ,.. , , ,. _ ' ,. , _Top CHORD ORD Recomneaded Desl9►SPecf/lcatforfor tenPorafY aracLn ofM,et51 satoConnectetl Woad MINIMUM TOPcHORo DlicoNALB. R;g, cECAUTION:Truysess ouldnotbe, Tusses, GSB-89, and in some cases determinethat a witler spacing IS pOSSIb{@ PITCH - LATERAL BRACE SPACING: DBs1 ; �•._ �s (1-2 unleaded On ,u terrain or un- es] wen surfaces whishcauidcausSPAN DI -FENCE SPACING(LBS) truss e _ .1 cBOACING. BUILDING EXTERIOR sa DFSPF HF damage thefruss. [GROUND BRACINGBUILDING INTERIu to 281 2.5 7 17 _12 _- e; �. � a ,. _.�.. 1 09 To Chord TYPical v:,:Ieol n3Wa1j S e Over 28 - 42 3.0 6 9 6 LOT ettechmcnf plan r Over 42' - 60 3.0 b 5 3 Soo a registered professional engineer � block DF Douglas, Fir -Larch Larch aP Southern Pino • ,. ,• � r�-. � � � �= HF-Herri•FIC ' SPF=Spruco•Pno-Fir Oround braco �• .. /`'.-- ,..� ., z ,i ,rr,Ground Brace -1 _ - l ,, o,}f... n,r.,�:. , V�:. ',= •_ � ,, .r--'v�t_V),To .•C,hord . ease (G e tlnuous Top Gon_,. . ' es Lateral All lateral bra. Required edat least - ..�.,,•- � ., ground b atrusses, •. \ ,��..�. �''\._ �- w.,y. ;.. -- . Rea. :'.: , .�., +,, 1 r \, \ 01 c ul ) , v , d br coy ea p�' s w 1 .3L_ Attachment e. ,.... ..4 . 4 .,.. ..1 rues of braced .x �'�, - Required ea w . • 4 " , ,n '. ,: to re Yip 9 - ..y., gfoup of lr�nsa[� orad hobo tali shout _ r , ,r CAUTION.. Trusses'St . _ . h , ..n r•ee � _ , :, . ,.. 1 - Trusses s orad verticals should Bebt: F , arcanab• :o , , , r h .CAUTION. Trus k _ _ Y . cessivelateral � .. arsl. as ,• ; .,� m � ,;. � . . on: block{n to r@van ex , ... di.Q _ t _ 11 l pP 9. P a aced,to reventto I n nd lessen olsture am. ff _P PP ,.51: pit 9,,_ ., -. � F .... :'..... - Nola2 1a r6s o{emYh.a,h,+r®,a- bentlln a m ,9 � , , Y 9 -� O ;� ... ■ „. ed. ec� o.'asu rt roue ;.. -r. iShut, !., 6area d unless_ I ... , n ,. a . , , bundles,o ri ht I _ -. Backup t , � .DANGER. Do not stare .�r'r'`. ,.. .., , , P ,, , ., , �. � n it nstalla ion p g _ . > , .. ,. bandln u t t r. buckle 'WARNING: Do ot:break I -. , ,,. W n : ,.9-.. ,. - :: _.. .... _. ...�. .,, - .,. ., ,. ,_ :... ,- _:,...,. q. ., ,.,„ e chords that lolemtl braced can ue ground h t t . > ....a r°'' ."li ... .,a. ae Iherole bdlo o• .� ., , dSU Until � .. $ II,e ,. _, � .... ..b ., 5 '� t ethorandeauaeeolluP_U c 9 , ro @�� braced.Donotbrt=akban n �, ,._ , ,� L, , ..._. „�','; F °Q e @ in'bandtn re . Care should b d p P Y, stake / r. , be ins 9 ,.� Q .. ,., _� . � ,. ,. ,, , - .l. ,...r ,_ ., 1f ,. ,., ..,. ,.. J nal hradn ".'Diagonal bracin should bcnoh d 7. _..� _ ._ .... r_ .. ,,�_B , , .: ., • ,-.- ,..<, , T I dzonkltlem mbarwilh YP orizantal osttion. _ _ ,. r ,. � >� � , al trusses. are laced m astable h , ,, ,. . - ..: Driven ; ... �"� _ moveitOaVotaDitiftin of el multipleeGkea(HT)A* o ,,,;•, N: to areheundedtothetopaide fthet when Outline ,.. _.--..�,--.1 floor .ground stakae,./�_.. .. �.!� - .. �•' k i . -'. r;. CB&k.r,%q;taw �: ,� , �' ore attached to the lopaida of the lop chord, ',.. Walking on,trusseswhtoharolying,,_ fla' f ., _ DANGER k , 9tt ,, � :,: ,, +,,;�` r ,a, — o ; it .bundled ruse b he a WARNING. _Dont ft Yo all Installations.: ? s d be strictl . CAUTION. Ground bracin re utred f,. r G USS �, . is extremely dangerou �tnd shags Virdhibited._ .. Y, 19 fl„ „ ., .. SCISSOR .. TR ands. Do ot>use. ams ed trusses g; b rt ,. d 9 - hl i � Frame 2 , Frame 3 ,. r^ Frame 1S , SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) Q LBS) CHORD BOTTOM H TT DIAGONAL BRACE SPACING (DBS' trusses] SP/QF PF/HF Up to 32' 4/12 _ is, 20 15 Over 32'- 48' 4/12 1X15" 10T Over 481- 63' 4/12 1 15' 6 4 Over 60' See a re, ig siorod professional en lnnor SWAN 2X4/2x6 PARALLEL TOP CHORD DIAGONAL ACE IA R SPACING DB ( g) [#trusses] C ORD TOP H Up 10 241,3/12 o- TOPCrYjRD DIAGONALBRACE 7' MINIMUM LATENAL BRACE SPACING (DBs) SPAN DEPTH SPACING(LBS) r#trussas] Required T r Greater 10" oP__ 1-� / b SP/OF F/ HF SP10 U to 32' 30" 8' 16 Over32' • 48' 42" Over AB' - 60' Over 60' See a registered professional engineer SWAN 2X4/2x6 PARALLEL TOP CHORD DIAGONAL ACE IA R SPACING DB ( g) [#trusses] Continuous � Up 10 241,3/12 o- 17 12 CHORD TRUSS, 7' Top Chord Lateral al Btaco OLer 42 54 31/i 2 1 6 6 4 Over 54' 1 See registered professional Required T r Greater 10" oP__ 1-� / b 72" Topehords lhalare lalerelly braced can buckle cause collapse togalhsrand u 6' ` nal bracing. Diagonal bracing should bs nailed tothe underside of the lop chard when purlins' aro attached to the lopelde of the lop chord. 7 I I ._J.._., Attachmeti# , SWAN O TOP CHORD H L B MINIMUM LATERA ACE fl PITCH SPACING(LBS) TOP CHORD DIAGONAL ACE IA R SPACING DB ( g) [#trusses] SP/DF - SPF/HF Up 10 241,3/12 8" 17 12 Over 241-42'71 7' 10 6 OLer 42 54 31/i 2 1 6 6 4 Over 54' 1 See registered professional a Usneer �03reater` e I \ *4 � a l: 1 ou lass Fir -Larch arc 5P •Southern Pine as Larch SP.:Southern Pine J "may""�� -f I S - S use- -Pine--Fir r OF 0 g FI h Ii 'DF Douglas f Ir _ . _ _ . � HF s Hem,Fir PF pr P i HF - Henr+rr. SPF - Spruce-Pine•Fir ,, _ S -5 ruce•P)ne-Fir f t_ HF Hem -Fir PF p .;,--° 6��,,7•�c . � �.�e, .moi rj -`- i • ,` f � 1 1020 Fry s o,c �~• \ ,. , . � All latera[ braces �� lapped at least 2 % a 30 or �. trusses. / All lateral bracesgreater � / �^ J / '�/ Diagonal lapped a t least _ Dia Anal brace also required on \\ k trusses. • end ve scale. ' ' ,7 /," .. ,.?:. Vie_ *�..•..-4 .„ ;,� » .: ' �1... ,: Continuous Top Chord .•mac l .,., ,r.,..: a ,(r _ ,, .:, ,., ..: ,t:,, ,,.: ..�'s / r ,. v c. : ,. � ;' 'Lateral Brace r" acea�.<. . I i b : Required ( ..f. .. -.. :.... ,, ., .(" .. ... To chordsfdethataro laterally braced can buckle ' ,. _. :,, .... :... : -L3-. .. : ,. ,. ..., -'1kr � .. .. ... �. , o ee lheralonotllo o- ,2 '+/U' ,. , ,,.'F>..t3. ,. ..f , _„ ^, t' athaPondcaueecoll 11 9. he end „ - , , „ : > , _�., 1, _. 7` „>:.. _.. � a acro should be .. ... .,_ .. .. ,: , .. .. e..",• �i'.._,. ...iu. ... ... d. "� ,. poi bracing. Diagonal g .. .. ... J... w• s' diagonal t4. � ,. "ed of Thula chord urline. .. , ...:.. . 9 ., . w.., Y , . ? to the under I e P p 9,- ra. r s' ,r. I v,.chord.f . ' End dl oval area iter ,z + ale ems of to � �, , :� (J o cantilo/ered 9. .`'fd.,, nracttoerrcalom p P,..ea r..P i _ � us be du I�atad o ., ,, . stability and must tY Attachment , � s be P . : 6 trusses MU Y , � .J ,, L 1 r I .r r,, a o dia onal brae[ re este d h. t, .,,f, f, Bottom chord, n fir».,,. ,. _. 9 .,- _ ><r�, .�, I -'beth endsof,thotruss'sstem. .z.,� � ..,. .. .. Required ,,- _. r r. laced _Y .._. ,.. q ONOT USS . t ac end of she i3uildin and at sem 1 .. _ 9 , . a with, r• a webs in lin, , I t k.BOTTOMz> 1F CHORD PLANE s acL1 as to :chard dia ones br c 11g - _ : , `4�1 1 ,, , the support., , r p. 9 p 9 ,- ,� ` 4 , P recommendations could resultin . , .. o follow' mm r _, .. WARN NG._Failuret f e def ons colaitl r s _ n : A_ . a uretofoliow.heserecomm n _I. ., ^� r . ., . t r WA NiNG, ii _ - - i t o result in f o e troC cud 4 ,✓, a fo low:t ese rec mm Sl . t . 1 _ .. - _ w.... -, ARNI G. Failur tw. �. ,, VII _ _ . , �_ ,.. . .. �., . , ,- _ ,,- trusses or buiidin s. _. ,. r ev , e� erso al in u or dams a to sses to bWltlin s. `,I t? . 1 rY 9 r „ severe sten al to u or dams a to;iru r 9 ..,, n_ _ 1_rY . 9 _ „ severe.. ersanal n r or zma a io trusset;,for � ... t_ . .: ,✓,� , p I hf, Y �... 9 �,. _ � , Continuousax2 PARALLEL CHORD TRUSSTOp CHORD INSTALLATION TOLERANCES �Bowlop Chord ,, ' l r✓r!' - Lateral Brace -• ,.•-,.. r . "e a braced unbuckle - :. — ,�,c.....t r .. ., To chofdathau"col laterally r... •,r . '� 1 ). P e Length 't etherand eauaeeolle eathate is no Required I _.. _ nalbraeinq,..elagonalbreelh9 should be veiled - -' + 't () - ( / 10 or Greater r 4,.. - 1 ` �, '' : ' to the underside of the sap chord when puffins .. : `•' ' r , Y,r. 1: ,� - - : I'.. oto attached to the lopejdo or the top chord, PLUMB Attachment 6 Required Cross bracingrepeated � o y at each end of the ��,e� "` 3o+�D a w { 1st; est v. , !ryas .. building antl at 20t. a Intery la. / rues C 1 a , D(in) D/50 D(ft) 12" 14'' 1' 4" 1/2" 2' 36" 3/4" 3'- 48" 4 so " 1-� / U200 or 21 72" 6' 8 " 1.34 7 7 I "qmePt �� D h i . r Lessor of .r U200 or ,, -`•._� • ;, {7 rr:. , ,., „�, j Lessor of " d-,,, Trusses , / t,.... _.., e .. >R. _ . 1, ... „.: .,o:. � � ',, .. ., 1 in Uzoo L ft r-- Permanent ti., ,.� �,�. � „ .., . . - . O L(ft) P rm s , r .., ,, x e or. , .,,. ,. ,. ., , . ✓ ,,, berotiontodinth h 1. 1f continuous zontal direction / � 50 1 { , napf sr.wL io a" ,, ,. r -4.2 this brace s a m axtmumlateral bracin9 . pce e t Plumb 100„ 3 1 .5as s ecified b the , L(In) 1./2e0 L(H) 200” 1 1" 16.7! 250", Tt _ 20,8' 300" 1.1 2" I Lesser of _'/' U200 or 21 i L(in) -- L(In)' { : 7 I "qmePt �� D h i . r Lessor of .r U200 or ,, -`•._� • ;, {7 rr:. , ,., „�, j Lessor of " d-,,, Trusses , / t,.... _.., e .. >R. _ . 1, ... „.: .,o:. � � ',, .. ., 1 in Uzoo L ft r-- Permanent ti., ,.� �,�. � „ .., . . - . O L(ft) P rm s , r .., ,, x e or. , .,,. ,. ,. ., , . ✓ ,,, berotiontodinth h 1. 1f continuous zontal direction / � 50 1 { , napf sr.wL io a" ,, ,. r -4.2 this brace s a m axtmumlateral bracin9 . pce e t Plumb 100„ 3 1 .5as s ecified b the , L(In) 1./2e0 L(H) 200” 1 1" 16.7! 250", i-1/4" _ 20,8' 300" 1.1 2" 25,0' IN,a 45 a engineering. ,.,,: ,, t .,.:� -.,^.'"•. _ .OUT-OF-PLANEJa INSTALLATION TOLERANCES. OUT -OF -PLUMB INSTALLATION TOLERANCES, : "t " o se � ro „ .... .., , _, G Under'no :circumstances should'.. ' End dia onaisare a I. l" .. � . .. , , . ff�r ,' ,,, � . D N Er . us be du Bata oh•,, stabllh and m t li a laced': a ... _ v p construct)onloadsofan desert t(onb . - . `�... :. • ,•;,c., -„,:'* ' o t trusses., r Y . p_ p , . , .^ . ,Y,;. WARNING. Don t cu _ both ends of truss system. Y _ '`-�.� ., , , a, •r, x= fM, .,: a ° ,trusses. , • i %' y �•..4 , r'. "�, ®on unbraced , EB MEMBER " tFrame 5�. Frame 6 ;Frame 4� i , j `. �5, jobs ow { f `tdi+ et"6 riic vire 5aia 5-1✓ P 01 �ASGIA Wufltg s - 2n ; P s ,; ,.:� must be c;�ntipit�t�� w ILCO' _ ... U!r/ , �" �7WN,�'pUl'S , s ,t �prauac% � .�::. � i io,00' p,u,byoAR RAW M%MINT � Q If �- w t'. fi' , - 12�kjaficCa�pc+av��74ataila�d* e p . 1'0'1 fyr' Ovt:131ANG B r 7 3I`�f l.l_ - - Z X :PXtA, �'DA�'G0A1� 5 � , + Poo �p, � N AT ALL �AV�S ANn MASoNI LAP 51t� ,. W/ 5cA! 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I .,,... ,,.; I•llli1111IIi1 AT MOORLeW irlli .,r 111fi1ll\. 'I � 1 Ili+rl,l{Illi{lillS,I:,II , kll. ,,��.;�,,.• ,• .,,� � � q, , I l II II,iI1IIrpiI,1.1IIir11i1I1lIIII ( rI1II11,lI rill Il! fllllllilllllliillilllll.It ... , I s I SINYY r.,Atr�IN�fS >� 1. 1 1 1 l, t 1 i I,1 i i i .l 11 111111" I I I A 1 i i 1 I i r I ;Y ., •. ,, . 1 •,. i1p.•011i'S . w. TU.�'r1.� 5L�120t.PJn ' I!lb.111111,Itlllill.ltll„tllrlll _.:, •-- .__;—_-- r± i I r I t I 1 I I 1 I I I I i I I i r L i i l L i I,r l At 51ti�5 & DPGY,Si'l.A�i ,_._ .�- 1 1! I I, r I I I l I i (I I! t i i i 1 t, I ;;: �•� ••. ,•�; ..y..,,..�... _ ,-r-i---r �-r-r-r-r-r• I a ! i I I I t 1 i I l I 1 I I i i I 1 i ,, , i . •...�. ,, , I„ I� ,1 �1-0'� . V I I I, I i I , r, r r r, r r r � ► 3 -p _� _p,���.. ,:._.,�._ _,r_....F.�,.. I # t111 .1.11.1 rr __ .. � ✓..; f., ,,sr ., .; -__- ) __ ,, I I ! 1 1 I I l l I I i i r r : , , : , . •. : , � , . . � . , �o ... r, � .. v , t _-_. -,., ,,.._, f 1 I' I I I I! I I I r r, r r r r 1.1._1J �.; ,�.• w ..^, , � .. r. r. a .r' v k. , ... +• .f:r/ r.. r' ,. � ;. .e'✓. �. J�,y. Y ,.r :, r... , f ^ •,. F ;, d . . a h. 'M . uty, ./'iP•,«4'aP .'. :, .: r' .r. :I ..- . r, . ':r , I +.r , . Y . • , ., MA5 �A1"Nf;O(� �r w , k 5�crl JN C- G , C V l 5i'1� f # 2) oLnIw Or O.H. UDIN�15 W/ 2oil , it Mme_+ - s 6 x b vf. - I p0%c t3�YOW) ,, .y OVA MOM r Y _ I 1 l i ^� W AT 150 pica' TLI! COLIM & DAGKSpLAkI Y 2 X 2 G' PM FICKt fS �., AT 51/11 0.C. 177 s}. : � 1 N �--- Y SINK L"PLII�fS �� • I _- , y n � x+. C7 I � Z � � C1K'A41��5 -TYf', "`1111✓`.' . _ _., �, I i SCOW AT W -H PMT r +.� ,, �A�1 #2 G1�31 N�1"5 & MIrI�Ot� .., . - 2 X 6 c�pAz r cx l�t�Ai r7� LAUN�t?lr NOOK IN Mild # 2 I o .1 r H - AJ7.LISfi`DL�LV1 S POWPM koom v:E_ =P_011 _NU I 2 X 12 FASCIA - 2 X IO MCiK 1015” 15° (NoTe. No �PIt CM, CAf lNrf5) om1 UTif= CO[JNT i ! 6,,1 6' i, - ?OgKiNT4 it ,jj WORK WOM Y MAKe(1?AdNil"bYM101` CF��) I ^t f Il 1 r= APCNWAY to 2 ( 5�� l�TA1L 7 6.�fK51'L MCK HAILING 12MIL I I I , . I ,:;: � �',i , , «, _. ,Gti�;i'��5 �:::•:;� I "1�� (rte '�•' �; � +j'� r I ` I ,� I I' PW fZM it I Lid ' r .1 : Lll� ILI ' } . CMINl f5 W/ 1 C ,VvCt 51 iYP, se vee 1 1 I _ r?1u14 t 5 -tYP Ate , %4P & 2 (7RA90 _ -- 11C1E� NO. O„ 4 '1111, all WOP\K F\OOM CVIN 1"5 r " 11� �,t Elr,,Mk� & MAMA �I MMfICN >r '1 I+ �(J+ l�I�.CHWA1 �� ft"�I� �/ �`" i' �' C ' gRAWING NO. k"�,VI51QN NO, gin mill ter., 0 ro UGHipIXfl _ t I I Is c WNW _ p o yo > � ' L MAIN �i/ V �ilx'N r - pL�NUA�I{��) MAST�t i�C7p00M i, KALI, 2 13f700M ,� a - Op �� CVIAV I LN L C AI � 5H _ � 6ALK5h.A5N �, � ._ WALL C� 51NK, _ n: o ,_— IBJ - _ 1 L_ 1 , , (' HEAr t�tlMP Crltt�00� d J iTfTfTT`T'TTi�T"�f'� � Y �, `; �, Q a, , t l I illlllllli , 1 r I i l I I I 1 I I I p' r�/ViitnucT I ,lllt,Iil1l1lI1 7t, r _ t.�...,.�_._..e:,'�_ �,�11 I! i I 1......_,..17�AW��S tYP. rl!NI V �Tf�N P I 1 1 I!� I I i I 1 I I 1 i l I I I! i l I I I I I I! i! I .,,... ,,.; I•llli1111IIi1 AT MOORLeW irlli .,r 111fi1ll\. 'I � 1 Ili+rl,l{Illi{lillS,I:,II , kll. ,,��.;�,,.• ,• .,,� � � q, , I l II II,iI1IIrpiI,1.1IIir11i1I1lIIII ( rI1II11,lI rill Il! fllllllilllllliillilllll.It ... , I s I SINYY r.,Atr�IN�fS >� 1. 1 1 1 l, t 1 i I,1 i i i .l 11 111111" I I I A 1 i i 1 I i r I ;Y ., •. ,, . 1 •,. i1p.•011i'S . w. TU.�'r1.� 5L�120t.PJn ' I!lb.111111,Itlllill.ltll„tllrlll _.:, •-- .__;—_-- r± i I r I t I 1 I I 1 I I I I i I I i r L i i l L i I,r l At 51ti�5 & DPGY,Si'l.A�i ,_._ .�- 1 1! I I, r I I I l I i (I I! t i i i 1 t, I ;;: �•� ••. ,•�; ..y..,,..�... _ ,-r-i---r �-r-r-r-r-r• I a ! i I I I t 1 i I l I 1 I I i i I 1 i ,, , i . •...�. ,, , I„ I� ,1 �1-0'� . V I I I, I i I , r, r r r, r r r � ► 3 -p _� _p,���.. ,:._.,�._ _,r_....F.�,.. I # t111 .1.11.1 rr __ .. � ✓..; f., ,,sr ., .; -__- ) __ ,, I I ! 1 1 I I l l I I i i r r : , , : , . •. : , � , . . � . , �o ... r, � .. v , t _-_. -,., ,,.._, f 1 I' I I I I! 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