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20040013~~~f TH~p~~ O ~:9i,~ a' ~ -_ , .. YELA~ ,4pplicant: Name: Perkins C City of Yelrn Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 onst & Roofing Address: P.O. Box 1085 City: Spanaway Permit No: ~L®-04-0013-YL Issue Date: 02/11/2004 (Work must be started within 180 days) Receipt No: 30771 Property Information:. Site Address: 107 Nisqually Plaza Assessor Parcel No. 22730110202 Subdivision: N/A __ __ Contractor Information: Name: Perkins Construction & Roofing Contact: Perkins, Tom Address: P.O. Box 1085 City: Spanaway Contractor License No: PERKICR995LN Expires: Project Information: Project: Yelm Home Furniture Reroof Description of Work: Add two girder truss and Reroof Sq. Ft. per floor: (1st) 0 Heat Type (Electric, Gas, Other): Fees: Item --------------------------- Building Permit -Other TOTAL FEES: Applicant s Affadavit (2nd) 0 (3rd) 0 Garage 0 Item Fee Base Amt Unit Fee Unit Rate ----------- ----------- ----------- ----------- 216.53 0.00 0.00 0.0000 $216.53 Phone: 360.458.5329 State: WA Zip 98387 Lot: Phone: 360.458.5329 State: WA Zip: Business License: Basement 0 No. Units Unit Desc ----------- ------------- 0.0000 $1,000 I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in the State of Washington. Signature Date Firm ~~r ~ir;~nl_ u~~l= ~~r~~~~' ~,_._ ~r Nrlr,r _ - I Final Inspection: D~iL F', ~~ 04 T~Ep City of Yelm X 9~F Community Development Department 4 e'n Building Division Phone: (360) 458-8407 YELM Fax: (360) 458-3144 Applicant: Name: Perkins Const & Roofing Address: P.O. Box 1 085 City: Spanaway Property Information: Site Address: 107 Nisqually Plaza Assessor Parcel No. 22730110202 Contractor Information: Name: Perkins Construction & Roofing Address: P.O. Box 1085 Contractor License No: PERKICR995LN Subdivision: N/A Contact: Perkins, Tom City: Spanaway Expires: Project Information: Project: Yelm Home Furniture Reroof Description of Work: Add two girder truss and Reroof Phone: 360.458.5329 State: WA Zip 98387 Lot: Phone: 360.458.5329 State: WA Zip: Business License: Sq. Ft. per floor: (1st) 0 (2nd) 0 (3rd) 0 Garage 0 Basement 0 Heat Type (Electric, Gas, Other): Fees: Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc --------------------------- ----------- ----------- ----------- ----------- ----------- ------------- Building Permit -Other 216.53 0.00 0.00 0.0000 0.0000 $1,000 TOTAL FEES: $216.53 Applicant's Affadavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in the State of Washington. Signature (pc~ ),!'~ t2~'~_ Date ~a. U Firm (~ IZ(~ (Ll C~,t1, . ~~v ti„ Zili~ Permit No: BLD-04-00013-YL ' Issue Date: Not Issued; •a~~~~~~ (Work must be start d ithin t80 days) Receipt No: 30771 # Sets of Prints: Final Inspection: Date: By: LICENSE DETAIL INFORMATION Form Page 1 of 2 STATE OF WASIIINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504-4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: Current Filter: None Registration# or License PERKICR995LN Name PERKINS CONST & ROOFING INC Address PO BOX 1085 Address City SPANAWAY State WA Zip 98387 Phone Number 3604585329 Effective Date 6/15/2001 Expiration Date 12/28/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UNUSED UBI Number 602126396 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * *VIE_W__P_R_I_NC..I_PAL._OWNER_(S~_FOR THI_S_LIC_ENSE* *_* *VIEW_ CONTRACTOR BOND/SAVINGS INFORMATION * *._* * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * *VIEW CONTRACTOR INSURANCE INFORMATION New inquiry by C_I_TY__ , NAM__ E , PRINCIPAL_OWNER NAME. , LICENSE , UBI NUMBEit ,check the L&I Contractor Industrial Insurance Premium Status or return to the L&I Construction Com_pliance_Home.._Page. https://wws2.wa.gov/lni/bbip/TF2Form.asp?License=PERKICR995LN 2/11/04 a¢ T~~A~ City of Yelrr , ~ ~j a ~ ~~ Community Development Depart~t ~ ~ °' °'~ ~ Buildin Division 9 ~ ~~0~,~ `~. Phone: (360) 458-8407 ~+ ~ ~ L~ Fax: (360) 458-3144 / ro ~jd~1 Applicant: Name: Perkins Const & Roofing Address: P.O. Box 1085 Project Information: Project:Yelm Home Furniture Reroof Description of Work: Add two girder truss and Reroof Site Address: 107 Nisqually Plaza Fees: City: Spanaway Permit Fees Schedule Permit No: BLD-04-0013-YL ~ ~~~ I Phone: 360.458.5329 State: WA Zip 98387 Assessor Parcel No. 22730110202 Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc --------------------------- -------------- ----------- ----------- ----------- ----------- ----------- ------------- Building Permit -Other 001-322-10-00 216.53 0.00 0.00 0.0000 0.0000 $1,000 i;- 3 ~- TOTAL FEES: $216.53 CITY OF YELM CO-UIi1~1ERCIAL BUiLD1NG PERMI - APPL1CATi0N FORM ~~~f~'®~~ L Project Address: (0~ Ncsar~n~1 -~lA~- Parcels ~, Zoning; ~-~.~~.c Current L'se: f ~~-ra(~ roposed Use: 12esz~(bwn f ~~'Kr~~%e S ki 1Z~2 New Construction ~Re-iViodel P,~-RooT 1 enant Improvement Plumbing ^ l~lechanical C Fire revert/Suppress/Alarm D Other Project Description/Scope o. Work: c~~•-e TcC.e ~~~. ~w~ - .~'I~4G( 1~4.~'w ?-3~ , ProjectVaiue; r7,o1~(0 u~ Building Area (sq. r) Parking Garage 1~` Floor 2"d Floor 3`d Floor Building Height o2Q Are there any environmentally sensitive areas located on the parcel? t~ If yes, a completed environmental checklist must accompany permit application. _.. BITE,LDING;OWNwERr'TENA~-NAME:_ u~ CAwe~Z,-~1 ADDRE~S v~ -~~ _ _~ _ . _. CITY c~C.~ STATE ZIP ~59~ TELEPHONE YSE -~ S< ... ARCHITECT/EN:G.INEEFt LICENSE n ADDRESS CITY STATE ZIP TELEPHONE GENERAL: ONTRACTOR c:~y ~ ti TELEPHONE YS&~S3a~r -as3-~o-Y ADDRESS .U. c~ ~~ S CITY s STATE l~ _ZIP ~l3 S"~ FAx 366- Y ~~-(38' CONTR CTOR'S L CENSE # 6oa~2ia-34 (o EXP DATE6 TTY LICENSE rrby-o~daY.o PLUMBING.CONT]3ACTOR TELEPHONE ADDRESS CITY STATE ZIP FAX CONTRACTOR'S LICENSE ~ EXP DATE CITY LICENSE n MECHANICAL_CONTP~P,CTOR TELEPHONE ADDRESS CITY S'tATE ZIP FAX CONTRACTOR'S LICENSE n EXP DATE CITY LICENSE r Copy of City Mitigation documentation (i FC). I hereby czrtifjy that the above information is correct and that the construction on, and the occupancy and the usz of the above described propert~j vrill be in accordancz •.vith the laws, rul=_s and regulations of the State of V'lashington and the Ciby of Yelm. v`- ~~l`~'~ / It 0 Applicant's Signature Dat Owner / Coritractor / O~finer's Agent /Contractor's Agent /Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun tivithin 100 days of issuance, or if work is suspended or abandoned for a period of 1 CO days ~S _ _~~ ('~. ~ncnn,ini;; fl~~v-•I~q~;n;~nl,(~nnn~: ~~ I'n,cc~lurr:; It~ii~;lir._~ i'::nri;~: ('nnnnill:l~~i'cnnit~l; ~ttl~~c ~ ~~~~~"" Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering 3M462 RI 2*3P HIPP 400000 4 0 0 #5x10= #5x10= B 2x5, ,, n p HO 3-10 L:466 6 #4x8= L:466.6 HO 3-10 . 4 ~- D:186 7 #4x5= #4x5= #3x511S2 #4x5= I'D:186.7 . 2x5 L M N O K #5x12, _ #5x12 2-11-10 A D ~, ~I F J I H G E #6x6= #6x6= #6x6= S1 #6x8= #6x6= #6x6= W: 08 3 W:3Q0~8p R.~39~1= #20G-RHS-6x10= , E 1~4~30-4 U:1347 U:1348 TC 8-0-0 24-0-0 8-0-0 gC 40-0-0 nn n n EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.160" = 1' Robbins Engineering, Inc./Online P1usT'" APPROX Online Plus -- Version 15.0.006 MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 10-17-03 C-P 0.28 4346 C -1151 44 P-D 0.29 4554 C -49 3727 *************** BOTTOM CHORDS * 3-PLY TRUSS * A-F 0.39 4352 T -9681 -971 *************** F-J 0.32 9113 T 971 2614 J-i 0.40 5436 T -2614 1946 CSI SIZE LUMBER 1.15FB i-S1 0.44 6173 T -1996 2812 TOP 0.39 2X 6 DFL-1800 2050 S1-H 0.44 6173 T -2812 2555 BTM 0.44 2X 8 DFL-1950 2250 H-G 0.41 5442 T -2555 2496 WBS 0.65 2X 4 DFL-STXX 632 G-E 0.31 4113 T -2496 -952 REPETITIVE MEMBER INCREASES: E-D 0.39 4352 T 952 4680 FB 15.0$ FT 0.0$ FC 0.0$ WEBS K-F = 270 C F-B = 358 T LATERAL BRACING: B-J = 1456 T J-L = 601 C TOP CHORD - CONTINUOUS L-I = 829 T I-M = 278 C BTM CHORD - CONTINUOUS M-H = 34 C H-N = 278 C TRUSS SPACING - 24.0 IN. H-O = 789 T G-O = 589 C G-C = 1464 T E-C = 356 T UNIFORM LOADING E-P = 271 C LUMBER STRESS INCREASE: 15.0$ PLATE STRESS INCREASE: 15.0$ UNI. LDG. LIVE DEAD (PSF) TOP CHD 25.0 10.0 BTM CHD 0.0 10.0 TOTAL 25.0 20.0 45.0 GIRDER LOADING LUMBER STRESS INCREASE: 15.0$ PLATE STRESS INCREASE: 15.0$ GRD. LDG. LIVE DEAD (PLF) TOP CHD 50.0 20.0 BTM CHD 0.0 50.0 TOTAL 50.0 70.0 120.0 EXCEPTIONS: B-C 125.0 50.0 CONCENTRATED LOADS (LBS) B 466 (LIVE) B 186 (DEAD) C 466 (LIVE) C 166 (DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 4304 3- 8 D 4304 3- 8 LEFT RIGHT GIRD 31N - lOSX 3IN - lOSX DL+LL DEFL = 1.00" IN M-N LL DEFL = 0.56" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 479 PLATES ARE FOR EACH PLY PLATING CONFORMS TO UBC. (ICBO) APPROVAL NO 4994 GRIP VALUES BASED ON HF LUMBER USING GROSS AREA TEST. PLATES - 20 GAUGE LOCK GRIPPING 503-231 PSI PER PAIR INCLUDES 15.0$ INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 789- 506 PLI PER PAIR JT TYPE PLATE SIZE X Y !A 2003 5.00 X12.00 19.3 5.3 !B 5150 5.00 X10.00 3.8 CTR !C 5150 5.00 X10.00 3.8 CTR !D 2003 5.00 X12.00 14.3 5.3 !E 1050 6.00 X 6.00 CTR 3.5 !F 1030 6.00 X 6.00 CTR 3.5 !G 1050 6.00 X 6.00 3.0 3.5 !H 1070 6.00 X 8.00 4.0 3.5 !I 1030 6.00 X 6.00 3.0 3.5 !J 1030 6.00 X 6.00 3.0 3.5 K 1001 2.00 X 5.00 CTR CTR MEMBER FORCES - EACH PLY !L 1050 4.00 X 5.00 2.5 CTR MEMER CSI P(LBS) M@1ST M@2ND !M 1050 4.00 X 5.00 2.5 CTR TOP CHORDS !N 1001 3.00 X 5.00 2.5 CTR A-K 0.29 4554 C -3724 49 !O 1030 4.00 X 5.00 2.5 CTR K-B 0.28 4346 C -49 1139 P 1001 2.00 X 5.00 CTR CTR B-L 0.34 5436 C 2302 287 !521100 4.00 X 8.00 CTR 0.8 L-M 0.39 6173 C -287 -372 M-N 0.39 6193 C 372 -105 N-S2 0.39 6193 C 105 1786 S2-O 0.28 6143 C -1786 237 O-C 0.35 5442 C -237 -2305 TRUSS WEIGHT: 270.6 LBS PLATES - 20 GAUGE RHS GRIPPING 984-247 PSI PER PAIR INCLUDES 15.0$ INCREASE TENSION 1792- 611 PLI PER PAIR SHEAR 935- 603 PLI PER PAIR JT TYPE PLATE SIZE X Y !511100 6.00 X10.00 CTR 0.6 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - Olympic Structures, Inc. 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 100 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 4.6 PSF BC DEAD LOAD = 5.4 PSF 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 5. FASTEN TRUSS TO BRG A FOR1347 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR1348 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. GIRDER CONDITION: STEP DOWN HIP GIRDER WITH HIP-RAFTERS. OPEN FACE COMMON JACKS. GIRDER SETBACK 8.00 ft. 8. 3 COMPLETE TRUSSES REQUIRED. FASTEN TRUSSES TOGETHER W/ 16d NAILS AS EACH LAYER IS APPLIED,STAGGERED AS FOLLOWS MEMBER ROWS SPACING(IN) TOP CHD 2 12.0 BTM CHD 2 12.0 WEBS 1 4.0 PLUS CLUSTERS OF NAILS IF SHOWN. Robbins Engineering, Inc./Online PIusT"" ©1996-2003 Version 15.0.006 Engineering -Portrait 10/172003 1:01:37 PM Page 1 This safety alert symbol is used to attract your attention! PERSONALSAFETYISINVOLVED! When you see this symbol -BECOME ALERT -HEED ITS MESSAGE. CAUTION: ACAUTIONidentifiessafeoperatingprac- tices orindicates unsafe conditions that could result in personal injury or damage to structures. -sT Al `, / ~.\ /~ /~ p {fir ~ y . ®9tl®~~,\ Y AR ^ Q®Y~ tl 9~V®~tlY YYtl~~D~~~®YtlS ~®o H,~6VDLIIVG, IBVST,4LLIiVG ~ Sff~ACING M~~AL ~LQ-TE C®N~~~i 9 ~D ~®®D ~~~SS~S Itistheresponsibilityoftheinstaller(builder buifdingcontractor licensed contractor erector or erection contractor to properly receive. unload. store. handle install and brace metal plate connected wood trusses toprotect life and property The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to beinterpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading. technical .personnel in the wood truss CAUTION: Thebuilder,buildingcontractor,licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB-91 "from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ingwill most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. 4~'~~. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers,. and others. Copyright ©by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on-center or less. All multi-ply trusses should be connected together in accor- dancewith design drawings prior to installation. TR~DSS ST®R~aGfC CAUTION: Trussesshouldnotbe unloaded on rough terrain or un- evensurfaces which could cause damage to the truss. MONO TRUSS TOP CHORD TEMPORARY BRACING , PAN e € 'MINIMUM PITCH. TOP CHORD LATERALBRACE SPACING(LB~ TOPCHORD DIAGONALBRACE SPACING{DBS) [#trusses] P DF SPF HF: Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required -refer to Frame 4. DF -Douglas Fir Larch SP -Southern Pine HF -Hem-Fir SPF -Spruce-Pine-Fir ~D`O~y ®~oG. ~c~°ySQ~`~~ ~~ Diagonal brace also required on ,..,,~ .,,~+:,..,1~ PLUMB J l t Truss I Depth D(in) l l I Lesser of ~ D/50 or 2'' D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1 ~/4" 7' 96" 2" 8' 108" 2" 9' Maximum s ~- Plumb Misplacement Line BOUT-OF-PLUMB INSTALLATION TOLERANCES OUT-OF-PLANE1NSTALLATIONTOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 tz -~3or 8 greate ~6 '~ 8~ ~~e~ All lateral braces lapped at least 2 trusses. Rnntini ini is Tnn Chnr~i Length L (in) J +,~4 Lesserof L/200 or 2" L (In) ~ L (In) ±Ya ~ ~ Lesserof L/200 or 2" i(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' t(in) Ll200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' INSTALLATION TOLERANCES Bow 2x4/2x6 PARALLEL CHORDTRUSS TOP CHORD TEMPORARY BRACING PAN' MINIMUM DEPTH TOPCHORD I.ATERALBRACE SPACING(LB~ TOPCHORD DIAGONAL$RACE SPACING(DBs) [#trusses] SP/DF SPF/HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a re istered rofessional en ineer DF -Douglas Fir-Larch SP -Southern Pine HF-Hem-Fir SPF •Spruce-Pine-Fir l~gl 5 The end diagonal brace for cantilevered trusses mustbe placed on vertical. webs in line with the support. :All lateral braces lapped at' east two trusses. End diagonals are essential for stability and must be duplicated on Continuous TopGhord Lateral Brace T Required 10" or Greater Attachment Required - 20'(Dg ) 10 Trusses C~ , SPp~F ? o,c. 30" or greater ~afi° ot~ey5 `3rt~ both ends of the truss system. WARNING: Failuretofollowtheserecommendations could result in ® severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y~ `~ s 3p~(D@ ) 15 Trusses ,~y ~ 2, All lateral braces lapped: at least twoirusses. ~as° End diagonals are essential for stability and must be duplicated on both ends of the truss system.. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed tothe underside of thetop chord when purlins are attached tothe topside of the top chord. Frame 5 Continuous TopGhord Lateral Brace Required 10" Attachmer Required ~~` S 'h•• Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. WARNING: Do notattach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. ®greater than 30' by the peak. MECHANICAL o sless .6~ INSTALLATION I ~ a r--~ Approximately Approximatelt Yz truss length '/z truss length Tag '..Truss spans less than 30' Line Spreader Bar, Toe In -~. Approximately '/z to 2/a truss length Less than or equal to 60' Spreader Bar Toe In t/z to 2/a truss length Less than or equal to 60' Tag Lifting devices should be connected to Strongback/ Line the truss top chord with aclosed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of thetruss. Each truss should be set in proper position per the building designer's framing plan and held with IL, the lifting device until the ends of the truss are securely fastened and tempo- Tag racy bracing is installed. Line Tag Line Tag Tag Line Line ~--~ 2/a to'/a truss length 10' I 10' 2/s to 3/a truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing ® arrangement is desired. Theengineer may design bracing in accordancewith TPI's Recommended Desi n S ecification forTem orar Bracin ofMetal Plate Connected Wood Trusses DSB-89 and 9 P P Y 9 , in some cases determine that a wider spacing is possible. GROUfVD BRACING: BUILDINGINTERIOR GROUND BRACLNG: BUILDING EXTERIOR Top Chord ~ Typical vertical attachment LB, To Chord GBH brace B°) I Ground brace diagonals (GB truss of brnc ' ~°' pup of trusse ~, id brace (EB) Grouhd brace Ground br lateral (LBO) diagonals (GB~T Ground brace II /~ ~I vertidat (GB ) i ~ Note' 2ntl floor system. shall have. i v ~ adequate capacity to support groun ''~` d -~ braces. '- 2^° floor Backup ground stake \ 6 `~----W-- ~- - ~--y - F~~~~ --1 s' floor Drivert round 9 stakes ® CAUTION: Ground bracing required for all installations. Frame 2 Toe In Strongback/ Spreader Bar Toe in At or above mid-height End Wall Side Blocking Ground Front brace verticals (GBH) ( brat \ ist uss of braced later 1 (LBa) 9 up of trusses End b ce (EB) Strut (ST) Typical horizontal tie member with BOTTOM CHORD TEMPORARY BRACING 12 4 or greater PAN MINIMUM (PITCH BOTTOM CHORD LATERALBRACE SPACING (LBO BOTTOM CHORD DIAGONALBRACE SPACING(DBS) [#trusses] U to 32' 4112 7 5' 20 15 Over 32' - 48' 4112 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a re istered rofessional en ineer M1~o rs ~o. r°G SOB ss~, s/ s ~?, oc .Bottom chord diagona[ bracing repeated at each end of the building and at same spacing as top chord diagonal. bracing. DF -Douglas Fir-t.arch $P -Southern Pine HF -Hem-Fir SPF -Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. <15' ~ 15' <15' BOTTOM CHORD PLANE ® WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 e '. a 12 4 or greater ~s ~o, rs SPS ~ a~ 0 Ali ~ y~ 2, 00 y 45 PITCHED TRUSSTOPCHORD TEMPORARY BRACWG " SPAN MINIMUM.. PITCH TOP CHORD LATERAL$RACE ' SPACING(LBS) TOPCHORD DIAGONALBRACE ' SPACING(f)BS) ' #trusses SP/DF SPF/HF U to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a re istered rofessional en ineer Note: Bottom chord & web member temporary bracing also required -refer to Frame 4. DF -Douglas Fir-Larch SP -Southern Pine HF -Hem-Fir SPF -Spruce-Pine-Fir All lateral braces la ed at least 2 Continuous Top Chord ~~ pp Lateral Brace ~ ~ trUSSeS. Required T I 10"or Greater Attachment / Required ~ less 32 of 17 si- WARNING: Failure tofollowtheserecommendationscouldresultin severe personal injury or damage to trusses or buildings. SCISSORS TRUSS TOP CHORD TEMPORARY BRACING PAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING(DB~ #trusses SP/DF SPF/HF U to 28' 2.5 T 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required -refer to Frame 4. DF =Douglas Fir-Larch SP =Southern Pine HF =Hem-Fir SPF =Spruce-Pine-Fir Continuous T^^ rl,r,rri Lateral Brac Required 10"orGl Attachmen Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces .lapped. at least 2 trusses. ~L- 7g• orfess Frame 3 Top chords that are laterally braced can buckle together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are at- tached to the topside of the top chord. >, i<e~ /~ `O0y ~ oc• y tiQ ey ~ ~ ~`JyyQ~C2' ~ti ~45° ` ROBBINS- ENG = PLATE LOCATION . --1 I-- 108 Center plates on joints unless otherwise noted in plate list or on drawing. Dimensions are given in inches (i.e. 1 1/2" or 1.5") or IN-16ths (i.e. 108). PLATE ORIENTATION - bwhen shown, indicates - - ~ ROBBINS LOCK connector plates (20 ga. galy. steel ASTM A653 SS Grade 40) shall be applied on both faces of truss at each joint. Center the plates, unless shown, otherwise by circles (o) or dimensions. No loose knots or wanes in plate contact area.- Splice only where shown. Overall spans assume 4" bearings. of each end, unless indicated otherwise. Cutting and fabrication shall be performed on equipment which produces snug-fitting joints and plates. Unless othervise noted, moisture content oi`' lumber shall not exceed 19% at time of fabrication and these designs are not applicable for use with fire retardant lumber. This design was prepared in accordance with "National Design Specifications for Stress -Grade Lumber and Its Fastenings" (AFPA), "Design Specifications for Light Metal Plate Connected Wood Trusses" (TPI), and HUD Design Criteria for Trussed Rafters. Robbins Eng. Co. bears no responsibility for the erection of trusses, field bracing or permanent truss bracing. Refer to HIB-91 as published by the Truss Plate Institute, 583-D'Onofrio . Drive, Suite 200, Madison, Wisconsin 53719. -Persoris °. erecting trusses are cautioned to seek professional . advice concerning proper erection bracing to prevent toppling and "dominoing". Care should be taken to prevent damage during fabrication, storage, shipping and erection. Top and bottom chards shall be adequately braced in the absence of sheathing or rigid ceiling, respectively. It is the responsibility of others to ascertain that the design loads utilized on this drawing meet or exceed the actual dead loads imposed by the stricture and the live loads imposed by the local building code or historical climatic records. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF BUILDING DESIGNER AND TRUSS FAB. TO REVIEW THIS DRWG. & VERIFY THAT DATA INCLUDING DIM. & LOADS CONFORM TO ARCH. PLAN/SPECS &FAB. TRUSS LAYOUTS. ~ • ~ ,fem. COP.PORATE HEADQUARTERS REGIONAL OFFICES P.O. Box 280055 Tampa, FL 33682-0055 800-282-1299 • Fax: 813-971-6117 P3616 South Road • Suite C-2 Mulkiteo, WA 98275 800-532-9404 • Fax: 425-347-5928 1131 Rockingham Lane • Suite 128 Richardson, TX 75080 972-238-9609 • Fax: 972-669-9472 ~` ~' X ? OR 2 X 4 LAT~.RAL RACE ~`a muss =SIGN W1 ! H~ - 1 Q] (~QTI`~ =n ~V~~B I ~~rr'' , I~~TF_ ~- >1`~TRAIGNT R`0~`il,a=,~ A- _e~ CiVJ '~f U.~NL.~ Ai~ilJ A I /V -~v ~: T~ITC~~/~t ~ n r --~ ~ ~/ ~ << ~ L ~-+ C 1. ~ 1 1.1 C LATERAL BRACING DETATI BILL of LADING Olympic Structures, Inc. 1850 93rd Ave SW, Olympia, WA 98512 360\943.5433 800\562.6066 PLEASE READ! Do not cut or alter trusses without prior approval of O.S.I. or a licensed engineer! Lateral bracing nailed to webs is essential if shown on truss diagrams. It is assumed that top chords are sheathed and/or braced laterally at prescribed spacing. Diagonal system bracing and temporary installation bracing is essential and is the responsibility of others. Adequate bearing support must be provided (including properly rated hardware if necessary) at.each point noted. Care must be exercised in handling and erection of trusses to prevent damage. Since trusses are acustom-engineered technical structural product, the purchaser and installer must assume significant responsibilities in their use. If there is any question, ask first! Check this list carefully. Should you discover any problem or error, call O.S.I. immediately. O.S.I. will not accept responsibility for any backcharges or expenses you choose to incur without prior approval from O.S.I. management. 1 have read the above and acknowledge receipt of the items listed below. 3m462 Ken Edwards 4:12 Std Reg 11-06-03 Date MARK QUAN TRUSS TYPE PITCH/ SPAN OVERHANGS TITY HEIGHT FT-IN-16 IN-16 IN-16 R1 ~ HIPP 4.00 40-00-00 0-00/ 0-00 No Blocks No Hangers H I B '91 Summary Sheet Truss Diagrams