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Plans (710) - , -1 GENERAL NOTES: size pi*. Effective s BUILDING INFORMATION I. PRODUCT GERTIFIGATONS ZEE SECTION t s , R Arco re° Pont I. s: JOB NUMBER: 05 -6349 _ 5- D B 1 APPROVED FABRICATOR OF PREFABRICATED BUILDINGS I COMPONENTS REF IGBO REPORT NO. FA PROPERTIES _ 2 Ifl . MATERIALS SPECIFICATION ASTM DESIGNATION YIELD STRENGTH In. In. In. _In. Deg. In DEALER . In.' Lb. In. ° In.' Or egon Pa GIPic Construction 0 JI } 0 `fl FLAT BAR A - 529 FY = 50 KSI MIN 10 5. J05 1.021 5000 9/16 1990 6.491 28546 5.046 m O • STEEL PLATE A - 590 FY = 50 K51 MIN 075 0.470 50.00 9/16 1.95 4594 19955 9909 p HOT-ROLLED MILL SHAPES A-992 FY = 50 K51 MIN 9 PROJECT: Hornell LI_G t- 1- at V _ 8 A PLATES ODS A _ FY = 50 KSI MIN q 2.25 .105 1.021 Sp.00 9/16 1515 5959 18.156 4099 m Y 6 SHAPES FY F. % K51 I MIN .090 0.996 50.00 5/16 1350 4594 15.625 5.412 L OCATION: Tigard, Oregon W w GOLD- FORMED LIGHT GAGE APES A -570 FY = 55 K51 .075 0.970 50.00 S/16 1.125 9.828 19.010 2956 a 2 W co ROOF AND WALL SHEETING (R PANEL) A- 192 -94 FY a eo K51 (GRADE E) D 060 0.944 50.00 5/16 0.900 9.062 10.454 2.055 DESCRIPTION: 80 x 48 x 225 SLOPE :1.0:12 p p V D. 0 ROOF SHEETING (STANDING SEAM) A- 446-76 FY = 50 KSI (GRADE D) BOLTS BOLTS A 5 8.0 2.75 .105 1.021 50.00 5A6 1515 5354 15391 5902 090 0.996 50.00 5n6 1350 4544 19201 5.074 LOADING INFORMATION 3. PRIMARY STRUCTURAL PAINT .075 0.970 50.00 5A6 1.125 9928 11.049 2.455 - I ENAMEL. RED 1.-12-.1 .060 0.994 50.00 Mb 0.900 5.062 8.659 1.861 BLDG. CODE: IBC 03 I R (I - --' rc � E 4. $EGONDARY STRUCTURAL COATING 6.0 2.50 .060 0.994 50.001 5/16 0.720 2A50 4.020 1.235 CLOSED /OPEN: Closed J i l 4 FORMED FROM GALVANIZED PRODUCTS (660) 0 R EXPOSURE: C L, VY� Q 5. BUI D L ER/GON TRA O R A/E FIRM NSIBI RESPO ITIFL �p I m PACIFIC BUILDING SYSTEMS STANDARD PRODUCT SPEGIFIGATIONS FOR DESIGN, FABRICATION, GEE SECTION 5�e Y'Igt. Effective 9 WIND IMPORTANCE: 1,30 ` !� +i 1 � + +�:� ++ i 'i �i���i R LI 4 1 4 QUALITY CRITERIA, STANDARDS AND TOLERANCES SHALL GOVERN THE WORK, UNLESS STIPULATED D B t 9 ~ R Area Foot I. S. SEISMIC ZONE/GATAGORY CITY OF I i� '.I / ' ii OTMERWISE IN TH E CONTRACT DOCUMENTS. PROPERTIES IN CASE OF DISCREPAIES BETWEEN PACIFIC BUILDING SYSTEMS STRUCTURAL PLANS AND PLAN In. In. M . Deg. In. In. Lb. In. In. D BUILDING DII�I % % � FOR OTHER TRADES, THE PAIFIG BUILDING SYSTEMS PLANS SHALL GOVERN. 9 D 9.25 .105 1.166 900 9/16 1940 6.491 28.100 5.452 SISMIC IMORTANC: 1.00 / ,44� )- IT 15 THE RESPONSIBILITY OF TIE BUILDER/CONTRATR TO OBTAIN APPROPRIATE APPROVALS AND T 15 1.099 900 5/16 1950 494 20.089 5514 1!i!� 111 NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, A5 REQUIRED. a ' I 9.0 2.25 J .0 os 1.166 90.00 316 1575 5959 17.161 9.941 SEISMIC COEFF.: 1.140 (GA FOR UBG 55xFA FOR IBC) 90 1 90 .0 0 9/16 1 4394 15 2 PSF + FRAME WT 05 9.401 4 4i4i4.•.:. i4 .. APPROVAL OF PACIFIC BUILDING SYSTEMS DRAWINGS CONSTITUTES THE BUILDER/GONTRAGTOR OR A/E FIRM t D DEAD LOAD: 444444444, Z 075 1.093 9000 9/16 1.125 9928 12920 2900 � . � + + • • + + � � � F z ACCEPTANCE OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT .060 1.057 40.00 3A6 0.900 9089 10261 2.034 LIVE LOAD: 20 P5F 'O . •.. (� ' E W. 1 4 4 �i 1 1 i ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL 8.0 2.7 .105 1.166 90D0 9A6 1515 5359 14.986 5.747 ROOF SNOW LOAD: 25 PSF %:� ����� PACKAGE, CHANGES FROM THE CONTRACT BY THE BUILDER WILL BE BILLED TO THE BUILDER/ .090 1.190 9000 5/16 1.5550 4594 12.922 9221 � 4 � � 1444 D CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES SUCH GRANGES MAY CAUSE THE ' - 1 .075 1.093 90.00 5/I6 1.125 5.828 10.890 2969 COLLATERAL LOAD: 5 PSF M PROJECT TO BE MOVED FROM THE FABRICATION AND /OR SHIPPING SCHEDULE. A PENALTY FEE MAY 060 1057 9000 3/16 0.900 5 8.528 1.934 + � 4 ����� W m BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND /OR SHIPPING SCHEDULE, W IND LOAD: IOO MPH (N5F < =50) x444444 +�� +� p AS LONG AS PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPLIES WITH THE � +� �� • , ` CONTRACT. b.0 290 060 1.057 90.00 5/16 0.720 2.450 9.904 1209 V SHEETING TYPE A L i � �� � `J • THE B OR A/E FIRM IS RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION 56 COVERAGE 'I`\ ,`/� I � / ` / 4 � 1 I \ ; 4+ :' _ ALL INTERFACE AND COMPATIBILITY CONCERNING ANY ATERIALS NOT FURNISHED BY PACIFIC BUILDING u U � ,, �'/ [, L �J �� V�V 4. Ll W � 4�4! 1 v CO M SYSTEMS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM 12° ROOF: 2 324 Pane �Q5 / _ / . ,. / 1� + p4; THESE PACIFIC. BUILDING SYSTEMS ASSUMPTIONS SHALL GOVERN UNLESS SPECIFIC DESIGN CRITERIA 1 r �� �] CU 1 1 n x t CONCERNING THIS INTERFACE BETWEEN MATERIALS 15 FURNISHED AS PART OF THE CONTRACT. +i y/OL 1 + 14.44 lL ■ White Finish) i / i4i4i�. ......�. O THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND V `� • �� V� ♦ 4 :" ♦ ■♦ ♦ ■♦ ♦ ♦ ♦ ♦ • SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. NOTE. MINOR RIBS NOT SHOWN WALL: PR Panels 7 X44444444444 a �a SUPPLYING SEW ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS 26 Gaga / QED _ r If , BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC. BUILDING SYSTEMS OR ITS DE ENGINEER 15 ACTING AS THE ENGINEER OF RECORD OR DE 26 GAGE PANEL TYPE THK KT, Lin! SIGN PROFESSIONAL FOR THE CON- Sa1n I.In. S.In! IV �. ti` _ o ^ ! - G i N • F 8 STRUGTION PROJECT THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM IN. P5F PonitNe Bending Negative BendIns SOFFIT: PR Portals f/ ' � • FURNISHED BY PACIFIC BUILDING SYSTEMS IN COMPLIANCE WITH ALL REQUIREMENTS OF THE CONTRACT R PANEL 198 0.98 .0520 .0505 .0429 .0799 26 Gage T139 • y n g�p��p x THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL SECTION pBR - .0206 1.02 .0622 .0654 .0510 0824 Ivory BUILDING COMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS TOR CONSTRUCTION- PROPERTIES � / , . e>. DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE NI II .0198 O. .0+ds .040 0985 .0454 TRIMGOLOR RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. U l05 • 6. A -325N BOLT TIGHTENING REQUIREMENTS 24• ORF N k _ fr GABLE TRIM: Kelly Breen 9 , � i. TURN -OF -NU VICLOC 324 T TIGHTENING MAY BE USED WITH TURN -OF -NUT TIGHTENING, HARDENED WASHERS ARE NOT EAVE TRIM: Kelly Green 4 ( G (y 13 �Q Q 4 : } REQUIRED, BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG -TIGHT GUTTER TRIM: Kelly Green F ` 1 � INUG TIGHT' IS DEFINED A5 THE TM THAT WHEN THE PLIES OF THE S T A NDING SEAM IN F JOINT ARE CORNER TRIM: Ivory �• LENt o o IN FIRM RM CONTACT. 'S ONTACT. THIS MAY BE ATTAINED BY A A FEW FEW I OF AN IMPACT OF AN IMPACT WRENCH OR THE TIGHTENING A PERSON CAN ACHIEVE WITH FULL STRENGTH WITH AN ORDINARY SW WRENCH. SNUG TIGHTENING SHALL SECTION m JAMB TRIM: Kelly Green PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES, AND PROPERTIES W gg THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS DO WNSPOUT: Ivory Expires 1. 1/ 0(Q ti I /- l NECESSARY UNTIL ALL. BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION SHALL BE I I TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN TABLE BELOW. DURING THE I NSULATION IY C d � BELOW. TIGHTENING OPERATION THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. W TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE - V = EPEES. } TABS -NUT ROTATION FROM SNUG -TIGHT CONDITION Panel Gauge nuc, wt. win. Skin. ban. sxln. ROOF: By Others 0 a c DISPOSITION OF CUTER FACE OF BOLTED PARTS In. �f Festive Bendlrg Negative Bending WALLS: By Others J p( . a .z', y �- y IM BOLT LENGTH BOTH FACES ONE FACE NORMAL TO BOLT AXIS AND BOTH PACES SLOPED NOT MORE THAN 24 Steel 0.024 1921 0229 0.086 0248 0.126 J Q O . g R m O z 6 (UNDERSIDE OF HEAD NO,AL IiAS NOT 1,20 I,E I°R•OM NORMAL I5 mU BOLT A45 22 Steel 0.030 1.650 0324 0 0316 0.158 FAC LOCA FRAMED OPENINGS o ° m ' E TO EDGE OF BOLT) BOLT AXIS (BEVELED wA5IQ3z NOror US D�) (BEVELED MASHER NOT UE � d � O J � a UP r0 AND INCLUDING 4 1/9 TURN I/2 TURN 23 TURN - a DIAMETERS 2/9 T URN LEFT ENDWALL: o m OVER 4 DIAMETERS Jr B NOT 1/2 TURN (I) 12 W x 14 H = ~ Vii 5/6 TURN EXCEEDING B DIAMETERS ( 2) 5 W x 4 H Windows By Others 2 J W ii! ill FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHALL BE PLUS OR MINUS 90 DEGREE. ( I) 12 W X 20 H Storefront By Others d F Q „ O u 3 S FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHALL BE PLUS OR MINUS 45 DEGREES 0 g f� 6. A - 525N BOLT TIGHTENING METHOD d INSPECTION - (OPTIONAL) FRONT SIDEWALL. none 36 TIGHTENING METHOD. - HOW TO TIGHTENED (CONTJ -GLI UNDER THE BOLT HEAD - (SPINNING CAN WEAR DOWN THE BUMPS) RIGHT ENDWALL: ( I) 10 W x 8 H at TURN THE NUT TO TIGHTEN - TIGHTEN THE NUT UNTIL THE GAP IS REDUCED TO 0.015 ( 2) 5 W x 4 H Windows By Others a HON TO ASSEMBLE• INCH. CLI UNDER THE BOLT HEAD, WITH - IT IS IMPORTANT THAT THE BOLTS AND NUTS ARE CLEAN - BUMPS PAGING THE UNDERSIDE OF THE AND LUBRICATED AS THEY WILL BE MUCH EASIER AND )3AGK SIDEWALL: ( 4) 5 W x 4 H WIndoMs By Others p BOLT HEAD QUICKER TO TIGHTEN. HOW TO INSPECT RECEIVED .- 0 . - USE A 0.015 INCH FEELER 6.06E AS A NO GO" INSPECTION ACCESSORIES TOOL. MAKE SURE THAT YOU TRY TO INSERT THE POINTED NOSE OF THE GAGE INTO THE OPENING BETWEEN ANY TWO - INCLUDES I0' FLOOR JOISTS e lb' O.G. 22 Q I I/2° 13-DECK FOR A ADJACENT, FLATTENED BUMPS IF THE GAGE DOES NOT 2005 g % , 1 1 ,,,, ENTER THIS OPENING -BUT YOU CAN SEE THAT THERE IS A JUL 005 125 psi' LIVE LOAD MEZZANINE. TOP OF FINISHED FLOOR 0 MEZZ. IS 11' -8 ! ' GAP -THE INSTALLATION IS GOOD. U • \ \ II! 1 5 4 PLYWOOD FLOORING 15 BY OTHERS WM. B. MEWILIRCO 1.61/e■ WM. TM E� AVERAGE P INSPECTION GT� b Rd ON __ - ' BO 0 OND wOFFIT "' ems... - TRIM GA ONLY LE FOR EXTENSI (3) N FIELD LOG EN . ENT R DOORS (DOORS BY OTHERS) 111111 _ 11011, MI V • . 1_ 111111111 _1 .� Or Ofl / C - INCLUDE HIGH CLIPS 4 THERMAL BLOCKS 0 ROOF AND LONG SCREWS ....1--- �� CO tr •/ + I - SOME 0 WALLS _ %�/ HARDENED FLAT WASHER WINDOW OPENINGS MAY REQUIRE RE-POSITIONING 50 AS TO I � l HOW TO TIGHTEN t� r• 4AF n MIL AT , \ AVOID BRACING CONFLICTS. - WHEN YOU TIGHTEN THE NUT; HOLD THE W 01I 11 •.• row cm M cm. \ �• z aa�In+ce.ne eo�T - (2) 3x9 WALK DOORS ( WALK DOORS BY OTHERS 4 FIELD LOCATED) 0 BOLT WITH A HAND WRENCH 50 THE e I TIT S MORN, 1115,1-1-19 1.' - BOLT HEAD CANNOT SPIN ON THE GLI - -- - - - w 0 0 40' -0° 40' -0° • v - -- - - - -- D ZN rn Ill 0 0 O 2 11 A W N O -- 1_1 �-_I - - - � � - -� - _1- -L— - ++ ER -I ER -I rn rn to N tit U+ tP N N tP UT N tP tP N N l' r rn I L I I I I I r I I I i I I I I , 4, N A 0 7 0 a - Tl - ` A N 3 d - W RFI -2 7 R FI - = L QN °• to c . - r- f rn D Z rn - /- - -/- -- W o N 5. Q\ I �� - t ER -2 © ER -2 r. - - - - - - ,L - - - - - - O rn rn -- rn -- -- -Fr W - BGA o cts w r-- t q N NI izr �` s LJ z ' ° ?' mo o G� . rn O1 is Z . v � ( " N °CITrn rn rn rn - 1 u o - 0 - 0 orn� r3ti r � �� " N Te � �� XXXCY.es6%rd`a`A 4 7?0 rn REVISION DATE •;•; PROJ: Hornell LL DATE l/ 6/05 Tigard, Oregon •-•-•-•-•-•-•-•-••'•••' -. ••-.. •.-•-. .-•••-•-•:••:•-• . ■ •••i 0 0 • • • i i DWG BY: MS TITLE: ROOF FRAMING %�� ► � • • ► • • • , , ••i '••••••••i0•i i i0 i ii V. NO N %•i , , ,L• , 4 • i DEALER: Oregon PQGIPIG Construction •••� 0•! 'Al ■ ► ►••• ' .. •• ••. ►• CHECKED BY. •• 1 ! •• •• • • • • • •. • OQ.t.MA .••••••••••••••••• THIS MAVENS INCLUDINS DESISN PRINCIPLES, IS THE PROPERTY ;4 PACIFIC BUILDING SYSTEMS PAGE: I O F 7 OP TRUSS -T STRIXTURCS. INC. AND SHALL NOT DE REPRODIIGED, i.•. . COPIED OR LOANED IN PART OR IN Y•GLE “ITHOUT WRITTEN MANUFACTURED BY TRUSS - STRUCTURES, INC. Ferro se. oN. IT IS NOT TO DE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR IHDIREGTLY TO Tm7SS -T 2100 N. PACIFIC HWY. •OODBURN, OREGON 97091 PHONE so9 / 9el -9Sel JOB IDI 05 -634q STRUCTURES, INC. MEMBER TABLE MEZZANINE PLAN r f MARK PART v P -100 10C14 in L. O m 0 P-I01 IX14 0 E -100 IOGI4 to F m 'h 48'-0' 0/ MEZZANINE 0 10° GEE 10° GEE ■ ∎ 0 E -101 IOGI4 JOIST JOIST r )- w w m Y w 6 MEZZANINE 0 0 W BEAM ° ° ' e . i _______ _ _ _______ _ 1 - -_--i ,i— 0 Ito ° BoLTS Fail'ilami_______ : 1/2° X 11/4° ii• ••iii:•.' O O ft COL. MEZZANINE YOB BEAM 'ii i I iii t17 § O :$t:: i %%: : m Q .••••,.:......•••• F ■ IN 1 I • - MEZZ. BEAM CONNECTION FLOOR JOIST CONNECTION p vv •iiii , ii • ..•i• % O O rid W Q J C I W W & Z IL 0 MEZZANINE W BEAM d /� p VI 1 I, i� iL�V' �' LU/ ri �l l� ��i�. 1� O O O .-� - -�- - - t• p ' „ 7139 G o r °J O O O COL. It° � ' 4 ° , / } - W W y ORF f K S ; 1 MEZZ BEAM CONNECTION �l r L ENN P v z o a �� °� 1 -I O a .ff11) m �— — — — - —a-� I Expires 12/31/ O(p ( g �. W m g , I- f e "i o S g ~ W i - hi i I I /8" Plywood Decking 1 l l a I -A - I x — p 0 t L ----- I 10" Gee Floor Joist I4' -O° ICY-0° sf Live Load = 125 sf Dead Load = 15 24' -0' 24' -0° P P Dead Load Mech. = 5 psf 0 G O 03 1 1/4" Plywood Decking over 10" Gee Joists Top of Deck Elev. = 11' -8" Top of Steel Elev. = 11' -6 1/8 ".t o a MEZZANINE FRAMING PLAN CT -1 I i ll $ m b fi r - 0 22' -l• 6H7------ _ 0 N V N ITT ' N In b N N N N N r N r I 6 =I R rn N z 3 1 ani © o iA rn � p 3 D N IT 4 -n m y 3 rn rn N F N N N T r y N N N N Irn 1 L A y o ' \ m `/ 0 0 I qi r CT -I 9' -4 3/4'1 C - - MEZZ. II' -6' T.O.MEZZ. u - 4 , , , , , I-4. di 22'-6' CO a 110 tr. n 1 ^d , I ir 0 ig , - T O 0 1N1 g-I OOO .a,43+7 Drn o � ' � a V', CI CI CI REVISION SATE •! DATE. 1/ 8/05 PROJ: Hornell LLG 0 Tigard, Oregon 'iiiiiiiii iii iiiiiiii•. ••iiiiii•�•ii iii ►••! m •••: W DV.* BY: MSP TITLE, SIDEPIALL FRAMING V4 p•! ,•••, ►••: M..-.. - 44 ►• m •• i••••••••. DEALER! Oregon PQGIPIG Construction •i•4 P•! 4 ► � • . ' 9 i• •• •• ♦• ►• CHECKED BY, TMs DRAMS INGLUDINS DESIGN PRINCIPLES. IS THE PROPERTY ' : PAC I F IC BU I L D I NG SYSTE M5 PAGE: 3 OF 1 OP TRISS -T STRICTURE% INC. AND SHALL NOT BE REPRODUCED. �.• COPIED OR LOANED IN PART OR IN wax YOTNOUT WRITTEN HAN/FACTUREO SY TRUSS - STRUCTURES, INC. PERMISSION. IT IS NOT TO Be MP IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TTa1SS -T 2100 N. PAGIPIG HWY. 1.1000EURN, OREGON 91011 PHONE SOS / eISI - 9991 JOB ID+ 05-6349 STRICTURES. INC. II' -b' T.O. MEZZ. 9' - ° t GLR. GT -1 I in R H r © - - - - 22'- I' C3 a q lil I Ui a �� 4 -0 4 • 1 0 N 1- ' � rn - T. g rn n1 b ki g U w 1„1% r D 0 to r T T - > R t,lin t N z I Q ', fa i C u rn N CO IP 3 I . -n rn T Kii, A r - F r z I I rn rn A A A b r rn rn v �H -� I - - 0 a a T I GT -1 T -4° 5' -0° 5' -0° 5' -2' 274" 1 .. + ...4 0 3 Z. S` y y�x Gov - n R1 "` t� c% Coa 1. -"ti, 11, � 00nIPTTrnrn '9 Q? . 7 I WWWrCACACDCp D 11 Q - ArAx eee REVISION DATE K., PRO Hornell LLG ,•••, DATE: 1/ 5/05 Tigard, Oregon . • . x . i'.; . :•••' -•-. . •'•-•-•-• rrrrrrrrr• • i • N ■•• ,O :44, K DWG BY: M5P TITLEI 51DEWALL FRAMING i**N :V M ►•.i .: +■•■•■•■•■•■•■•• DEALER: Oregon Pacific Construction •• . • • • N ,• O.! ••■ ► pi CHECKED BY: •• •• ••• .• • ' NIS DRAYOMS INC/WINS Deem PRINCIPLES. IS THE PROPERTY :• :4 PACIFIC BUILDING SYSTEMS PAGE, 4 OF 1 OP TRUSS -T STRUCTURES. INC. AND SHALL NOT DE REPRODUCED. ♦ � . COPIED OR LOANED IN PART OR IN 1110LE MTNDUT YRITTEN MANUFACTURED SY TRUSS -T STRUCTURES. INC. PERMISSION. IT IS NOT TO DE USED IN ANY MATTER THAT MAY JOB ID: 05 -634q CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N. PACIFIC WK. Y0ODBURi4. OREGON Ri0'U PHONE 909 / 43I -9591 STRUCTURES, INC. 22' -6" 7' -4' 5' -0° 5' -0° _ - 2' T A II' -8• T.O. Z. II' -4 3/4't GL CT-I Fg III T 7 7 - 7 - -- -1 ' O 22' -7• ' I \ I 22' -10' TV, Fr 1 % 1 4...o. 23' -I' ► t 7�o 23'-4' 6 §P ' Pm ••,0 wal k2 I 8 v g q 23-7 F I I 23'-10° A I C P 24'-I' � - H - - - I 1 O N U! I rn 24' -4' b 1 z ® ° 1 1 TO q 24'-7• Z u DJ-I 1 ©�� 1 1 �i > 4' 1 4 -e. N - - -1 O N (Jl 4' -II' r b 20'-0' 1 b = A Ill 5' -2' 11 r b z 25' -7° 1 v 3 A a T, pa..' I D-1-5 ® : @ 0 1 , 25'-9' I o Z E I - - - O O ® ®I 9 25' -7' I m 1 DJ -2 < - I I -2• 3 0 £ I ip Zl 10' -II' 171 8 14' -0' 3 r r il rn IO ' -e• rn © �, I b r q — I r DJ-5 - . 1 Z 24'-V u in - a• I - 24' -4• O j 24' -I' H . - - - - w 1 I$ I O N 23' -10' c d. � I, ca I 23 -7• O 1 H. PI I N k 23'-4 b � - " i - I b q 23' -1' L I © I I 1 1 CT-I N r/ 7' -4• 5' -0° 5' -0° 2' -8° .1 l . s.70s�g r _ao VIA rn rn T ....4) n ^c ; .15 N P - m � , J _ SE M I O `� 000 la C)vvvrnrnrnrnrn�J13�3 , _ Z 4 S WWA % .9 `� / "• j 4 CP(OG1 nl �Tnl 04 nl ■SLLLL70000C CA f�ll Wv U t - � r � � r/ W� O 1Iq- ll�lnl+WN InWN - -In-0 WN - a A r1 WW Z3 a Ai ti � . C— ( l �p (1 y - cs: D •1 `� / � i'spi� 4x NNNNNNNN (A �p NNN_ ITX. (pup p O CA r- 0 C � 00 Ri ►�N�NO`d`Nd NA rn % � NNI1 �)) O A Z V% V vvO I n N 1 °x REVISION DATE ���� PROD: Hornell LLG T•. DATE' 1/ 5/05 •• Tigard, Oregon ♦••••••••• i•••••••• •••••••••• ,.••i ►••• N., 'Oi '00 DWG BY M5P TITLE' ENDWALL FRAMING •p p '•••' ► � • i• • DEALER: Oregon Pacific Construction ,p• ► ; •• ••. ►•. ■ Il , "II ►O• CHECKED BY :..:4 ::::K•44:4•'" ' °•i00.00:00.00 'O;•O:•i'00:4 THIS DRAWING INCLIIDINS DESIGN PRINCIPLES. IS THE PROPERTY (( PACIFIC BUILDING SYSTEMS PAGE' 5 OF 7 OP TRUSS -T STRUCTURES. INC. AND SHALL NOT BE REPR000CED. •.•. COPIED OR LOANED IN PART OR IN WHOLE WITiWT WRITTEN MANUFAGTURED BY TRUSS-T STRUCTURES. INC. PERMISSION IT 19 NOT TO BE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TM/99 -T 2100 N. PACIFIC HWY. WOODBURN, OREEON Rio'TI PHONE 903 / 981 -9°JBI JOB ID' 05 -6349 STRUCTURES. INC. . 22' -b° 1731N, GT -I Q p P O r - rr - r - I - . - -- - - r -- r O 22' -7' dr I 1 1 22' -10' I 1 I i a I 2Y -1' I � �; y 3 J. -1. 11 H g O v CO 23, -4 I -- r - I > b 1 23' -7' 1 „ 7 ' 1 0 23' -10' \ to :A 1 u 24'-1' H `© i a I O 2-O' -' ` °� I rn q 24' -4' \ 1 2J -4 I z v L I" © Ib'-5 rn oa tp z a N 1 CI 16-6' L 1^9'-O' — I D� r , 1 b _ 1.51 -l ' I r I DJ-4� 1 1 i rn m I q 25'-4' MI I w k I - IS QQ k) ° 25' -7' ii I b fi■iP 0 I I El i � I O g.I A 25'-9' I f m H - - - - - 25-7' - 2 rn 5-I' v "I I I 3 r 111 24 ' -IO 24-7 i W Z rn I 0) 24-4' 24'4° I H - - - - �� d if : 23'-10' .. 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COPIED OR LOANED IN PART OR IN I*I0LE WIT) JT WRITTEN MANUPAGIURED SY TRUSS - STRUCTURES. INC. PERMISSION. IT IS NOT TO BE USW IN ANY MATTPR THAT MAY JOB ID, 05 -6349 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T 2100 N. PACIFIC HAY. WOODEURN, OREGON 97071 PHONE 303/ 981 - 9581 STRUCTURES. INC. SPLICE PLATES I BOLTS GAP PLATE BOLTS MEMBER SIZE TABLE (in) Splice Gluon Bolt Plate Size Col PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Top/Bot/Int Type Dia Len Aid Thick Length Id Ont Typ Dia Len START/END THICK LENGTH W x T x LEN W x T x LEN LL 6 ° ° RFI -I 10.0/16.0 0.188 11 bxl /4° x240.0 6xI /4° x2383 O N 0 SP- I 4 4 0 A325 0.815 2.50 6 5/8 2'- 5 I/4° RFI -4 4 A325 0.625 2.25 16.0/22.0 0.188 144.0 bxl /4° x 21.4 r m , SP- 2 4 2 0 A325 0150 2.15 6 ° 1/2 2' -2 ° RFI -5 4 A325 0.625 2.25 6x1/4° x 21b a i t '" RFI-6 4 A325 0.625 2.25 RFI -2 22.0/22.0 O.I88 Iq.1 bxI /4° x240.0 6x1/4° x240.0 r O 22.0/22.0 0.188 144.0 6xI /4° x211.1 bxl /4 x204.8 22.0/22.0 0.188 144.0 u7 m 0 Ili VFLANGE BRACES: Both Sldes(U.N.) 22.0/22.0 0.188 144.0 Q t w 0 m FBxxA(1): xx= length(in) RFI -3 22.0/16.0 0.188 144.0 bxl /4° x 213 bx1/4° x2383 0 0 x ° O A - L2X2XI /8 16.0 /10.0 0.188 Ilq.b bxl /4° x 21.4 bxI /4° x240.0 RFI -4 1A1I0X22 RFI -5 1^1IOX22 RFI-6 WIOX22 Q • ♦ • • • ♦ • f , v' •. iii iii W •.44 w U12 rz, -I ! 1 J _iJ\ l \Vl ', H _- �_i VI kV, J ..4 ��.� m i 21/2° �v.- .■��� .� �0 � ' - .it. q I/2 q I/2° 2 I/2 .... v F 8 � 26 Ga. PBR, White - o......... IT- .. $ I' -4 II /I6 I'-4 II /I6° '� .00e� 8 9P® 4 ' -5° 8 SP® 4' -5° •.; ;:; 12 3' -4 5/16 3' -4 15 1° 12 ............. FB42A FB42A FB42A F842A if FB42A _ " D A -- - - - -- - - �I - - - -- - - - -� - __z97___ FA Q L g -_ 1 III RFI -2 p RFI -2 ' 2 n di I _III N 1101 in 7 in Z I I -r I 4 o y " I H L e in Q I I T I in > 1 r aL W W W o n _I 0 e,. D �f _ - i � - + m " 1 -- .0 `o w —° 'o ff it O I N m a , m -e - - -- ec N 0 e f Q `) -be n - - - - - } w MEZZANINE al �w ci A 6 g a Pgli N I !' I in REFERENCE � � n I Q `; - o5��-0 NV I C. v I <., R in e L 0 0 Pe n P I i m P`okY 2 1 6 g lw ' F Y 1 � � 4 I in W �Fg- <- i- I ® I � -, W J g 5 ;1 J Q I o A t h in ' d 8° I 4-10 1/2° I1' -51/2° I1' -5I/2° 1'- 101/21 I 8° ' CLEAR +/- CLEAR +/- Ct a 20' -0° 20' -0° 20' -0° 20'-0° t Ckt n 130'-0° OUT -TO -OUT OF STEEL - 4 . ' \'‘3 1 N j . 7139 0 RIGID FRAME ELEVATION 0 rr FOR FRAME LINE 2 fRFG 1 ,0 S / °5 9 4! /F z i' 18 , A g ` ' LE TO ‘ r- Expires 12!31/0( a m Q • IL IT EAVE PURLIN 0 `t (2) 1/BOLTS I/4" p f � 0 'p VI - . PURLIN ■ m O X12 X I 1/4° S.D.S. ENDWALL �. EW COLUMN uj Y W RAFTER BG - I ROOF PURLIN Q 2 V jj c Q V a - I/2° X II /4° r _ ; BOLTS - r 9. � OI ® c II � ENDWALL RAFTER © © . : .•v R 1(2)1/2° X 11/4° II i ii In ENDWALL A325 BOLTS II (4)5/8° x 13/4° O O ! ii ii ii• RAFTER II A325 BOLTS �.;. O �O� W ENDWALL COLUMN I GIRT G1R • • .• • i i• � • ENALL COLUMN • "' • DW , 0.0 P'� QFt to i 5 Al SECTION THRU ENDWALL RAFTER B3 ENDWALL RAFTER TO COLUMN B16 CORNER COLUMN TO EW RAFTER it) ENDWALL COLUMN TO GIRT ,4? 7139 F . G � z 1 rr ' •••• mommiiip 9 F OR � Na ,� - ' v lip 1 G i. 18 Ac1 + % %i ❖: ❖: ❖ : :� $ coD _ _ _� f W ■.. V VIEW :•: � 7 . DOO JAM p.• __._....... � SW GIRT ENDWAL Expires ' 2/31/0(6 :. ❖.❖. ❖.•• ❖. ❖.! a CORNER COLUMN E NDWALL COLUMN I/2 x I 1/4 RAFTER Y ei: 1 00 0 1 — FIN HEAD BOLTS O /2" AB O O O EW GIRT 0 II O O 0 0 il O O O II % �//// e I I U ri ,_i 0 O I I I I 0 BASE PLATE PLATE : l i g o ..•••■•-•.■-a■ PLAN ELEVATION A -I PLAN ELEVATION m 4 AG -18 PL -8 /2° X I I /4" ENDALL ENDALL V d m W W 9 BOLTS (TYP) COLUMN COLUMN c o i g D I S CORNER COLUMN TO WALL GIRT ® BASE PLATE FOR EN COLUMN E6 BASE PLATE @ DOOR JAMB F20 RAFTER SPLICE © PEAK o o a a ° .9 ff B e J a c Eg a I I \ � � 7-1 % / tJ _ � J , �U J � C `-'/ © 2 P n 6 2i1: W g t < I iii 5EE PLAN FOR LAP SEE PLAN FOR LAP EAVE STRUT 2 I- w EWER 1 r 0 12 X 11/4° SD.S. IL H O �`� PURLIN 2 "I COLUMN BGA -I L EAVE STRUT 0 0 O 0 0 0 (4) I FLANGE BRACE .' O O O (AS REO'D) Q 0 I- Ag e Q Q I W/IBOLT I 1/4" Q O I O T O� rO (411/2' X I I/4° (6) 1/2° X 11/4° (4)' I2 X I 1/4" C I 0 BO BOLTS(TYP) S.D.S. (21 1 ° A325 1/2X DOLTS MF COLUMN 21 FLANGE BRACE L IN/I /2° X 11/4' BOLT EW RAFTER SECTION ELEVATION (AS REM O) (4) 1/2° X 11/4° SW RAFTER BOLTS GIRTS z 0 ei ROOF PURLIN TO RAFTER H4 SW GIRT TO MF COLUMN IS EAVE STRUT TO ENDWALL RAFTER cj STRUT TO RIGID FRAME m 0 IL 6 O v O n p f m N r 0 0 )- Y 1 6 w m AI CLIP (2)I/2° X I I/4° SLOT IN WEB COLUMN OR p p V 0. 0 DOOR JA = (2)I/2' X I I/4' A -I BOLTS W/(4)I/2' X I I/4° BOLTS TO INSERT RAFTER WEB �� DOOR HEADE- BRACE EYE Willi GIRT Al CLIP t. �� r T GABLE BRACE EYE :: c I :: . I• m 0 0,, 7 Iiiil - I >rrr ;'rll •• •• - iii l prru rd rr, u; tuup " %: %i %: W WALL GIRT ���� � •••• � •• � N., (2)I/2 X 11/4" DOOR JAM = • • • • • 4 • dl PINHEAD BOLTS - (2)I/2° X 11/4° DOOR JAMB �••••• •• �' CABLE GRIP ON PINHEAD BOLTS CABLE o SECTION ELEVATION Piiiiiiii•* Q . . WALL GIRT TO DOOR JAMB L6 DOOR JAMB TO GIRT ••••••••♦ z I ® DOOR HEADER TO DOOR JAMB Q I DIAGONAL GABLE, BRACE EYE END :to , D .. ,• WELDED :•'•'•!•!•!•!.!•t•.4 *W: 0 0 WALL v I PLATE END B COLUMN rrrr .- vrr. [C p W. •• W ; �:� » EL i I° x 3" INSIDE CLOSURE * *; *••. "• ••• ••• •••�.�•�•�.�, a GABLE GRIP ON CABLE A325 BOLTS OPTIONAL 4 -•�-•-••-•-•-•-•-•-. ANCHO alt X I I/4" S.D.S. t COLUMN OR BOLTS ALL PANEL i RAFTER WEB W COLUMN BGA -I 8 HILLSIDE ROD BASE ANGLE CABLE J ` i, WASHER O O ••• ♦ FLAT I II 1 -•� WASHER ° i a EYEBOLT I./ f O O BASE TRIM- o /10 SLOT IN WEB TO INSERT "UT 1 FRAME LINE FASTENER HILLSIDE WASHER BASE PLATE FOUNDATI (BY OTHERS) o AND EYEBOLT (BY OTHERS) V Y $ Q INTERIOR COLUMN ANCHOR BOLTS SECTION THRU WALL PANEL 0 d I -. 02 DIAGONAL GABLE, EYEBOLT END (;21 DIAGONAL GABLE, EYEBOLT END IS AND CONCRETE FOUNDATION ° °' �� ze, y� e ® D ON : a a ° 1 ,!S d c o31~�'n o ,E.0 N R L fY - o 13 2 .i o p D 7/ l Dn � � /;, 17r �, r �� ,', � �Gt ! vEF , ��a y a 2i D y . Q = ROOF PITCH Jn LI i _ _ u Ql L L L 'L � / '4- 7139 JP 4 < - 1:12 0 2 I /2° 3:12 e 4 1/2° aI4 X l /8° _� r W 3 05 2:12 = 3 I/2° 4:12 = 5 I/2° LAP -TEK p o „ e WALL SHEET 0 w / 8 - a12 X I I/4° a14 X "1/8” ' ;7� /05 ~ o m 1.5. CLOSURE ®6° 0.C.. LAP -TEK ✓ OR Q , A, w/ MASTIC T3 3 o 0 al2 X I I/4° TAPE MASTIC •p (� 1 Q d SEALER TAPE J ®4' -O° o a ROOF SHEET � ` V 18 , �9 Q' WALL PANEL a12 X 1 1/4" 5.D.5. 1/2° BGA i I �� l.EN��Q' BASE CHANNEL ROOF SHEE � ` F�is a L _ Q HGS GUTTER STRAP /11101 � EAVE HGT -I� AP TEK 2' -0 o.c. E7fpirp; 12/3' / E2Co, o PURLIN aI4 X 1/8" �: I LAP-T HG a12 X 1 1/4" B . GUTTER ` 5.0.5. STITCH SCREW / L FASTENER 0 IT o c. SHEETING PURL IN WALL SHEET (BY OTHERS) EAVE ANGLE CLOSURE WALL SHEET alt X I I /4° TEK SCREW S.O.S. CT-1 WALL SHEET ® IT o.G. z T4 SECTION THRU WALL PANEL GUTTER DETAIL GABLE DETAIL CORNER TRIM DETAIL AND CONCRETE FOUNDATION is m Q ESA- O v EAVE O N - p NO STRUT PURLIN m I m 0 EH RAFTER 4)I/2" X I I /4° H la 325 BOLTS Q g 11 .) 1 OPENING I I 12 X1 I/4" 5.12.5. 1 WALL SHEET q WIIIIIIIIMIIIIIIIIMMIli 51- Q WALL SHEET po I SE- •-. ":•: :••:• �+ GF - 1 ‘111 11:- 1/2" BOLTS 1/2" NUTS + � .; `,, tn R !•i ii �•�•ii OPENING O ❖i ► ❖ I WALL GIRT !•i i ii ►•i� FIELD TRIM SHEET ®OPENING CFO : ;•N W4 ~ di It i:0 �•O dl AS REQ'D MK- «. :.* �.•� } N O ..•.-rrrr.. g r ;::::•:•:■;v4::$ t , i 1 JAMB TRIM DETAIL HEADER TRIM DETAIL 0 1 W3 ENDWALL GIRT TO RAFTER ROOF SAG ANGLE DETAIL a FAVE :• k:1 i' % - ESA- 1/2" BOLTS ..m. _•--•. •-•-• p EA VE V 8 STRUT GIRT g TPURLIN I ii• 4i Q PURLIN iii ►ii' 7- 0 SI- PEAK : ............. _ PURLIN SI - = Si- I/2" NUTS JB- JB- a °' Ul AIIIIIF i W f.�i Q Fi . =' , r , = - er 1/2" BOLTS 1/2 BOLTS VARIES ) 11GIRT SI- o k$ 0 re d 17 SP_ I " ri W J JB- FIRST GIRT FROM BASE o J i 9 S V G J 1 1 WALL SAG ANGLE DETAIL WALL SAG ANGLE DETAIL o d Ili!! ROOF SAG ANGLE DETAIL ROOF SAG ANGLE DETAIL o > @ MIDSPAN RIDGE DETAIL EAVE @ MIDSPAN - 6 d a %-1- ff e, _ o Ni - c ° - $ 2 o t `i EW RAFTER- M - \ � v 3 F � =Ft J x° rn p 6 l i4 K 2 E MST jR L ���0NG � .� �, �, .� W 20°`< , 1139 6 g z -- i --- I/2 NUTS P 4 __ a H 6 ° �d ~ y ORFGON ° ;� i S/° 5 _..:_i_,_ 1, -�- F M. LEI ' ' o 1/2" BOLTS GIRT I Expires � ires 12/31/ 0(0 I -LB- . WALL SAG ANGLE DETAIL g N EW RAFTER W ri • • 0A 80' -0° OUT -TO -OUT OF STEEL O 'If. © l0 "� 19' -2 20' -0" 20' -0° I9' -2 H -' b„6' -O ° _ I_ 12' -O _i7r -qIt-ql 12' -0° ��.5' -0° 1 x- Bracing Oh' _71w DID x -Brach - n I� g T I O H • - I - H 0 D D CO n a M D I r- m Z O 4 2 I I -O 19' - 20' -0° O _ _ 20' -0° ---r- iq'-O° I'-O° s f -a . ° (Hold This Dimension) (Hold This Dimension) I . (Hold This Dimension) • • (Hold This Dimension) .. O aj 0- - I I — � O o F 0 CI n t_ 4% Ci 0 r 0 0 � I I i1 ID x x " I- 1Z o -tt o I I 0 o til CS CO UI CD 0 H I — I - I H O D„ ,� X- Bracing I 2- Q i 10' -0" 1 8' -0 10 L 19' -2° 20'-O" 20' -O" 19' -2" 7 X 10" © 0 0 0 V Z rill Ct O 7° ®rr= ti CI IX . s „3,• a NJ Iii P �- • t, CO Z s 4, v > Cn r- °° z o w Z -p A/ 6 , 07. le i* m c..) NA REVISION DATE �. PRO. Hornell LLG ;• DATE: 6/1'7/05 Tigard, Oregon iiiiiiiii`• ii•• ••i •iiiiiii•• iiiiiiii • • • 4 ► C•t• •••■ W DIM& BY. JN TITLE: ANCHOR BOLT PLAN •••, ► ►V :•:•: y:- - - �ii ■•i• ►•ii •44.M.:44.:*: DEALER: Oregon Pacific. i•• ►••• • •• �i�i ••. 1* on acc Construction � �•� •• •• g ' •• •• �•• ►•• CHECKED BY= • 4 M t•••••••••••t . �••••••••�••••••••••••• � MS DRAWN, INCLWQJ6 DEVON PRINCIPLES, 19 TEE PROPERTY VI PACIFIC BUILDING SYSTEMS PA6E: Fl OF 2 OP TRUSS -T STRUCTURES. INC. AND SHALL NOT BE REPRODUCED. •.�. GOPIED OR LOANED IN PART OR IN PTHOLE MT 0JT WRITTEN MANUFACTURED BY TRUSS-T STRUCTURES, INC. PERMISSION. IT IS NOT TO OE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TTLISS -T 2100 N. PACIFIC MY. WOODEURN, OREGON 41o11 PHONE 503 / 981 - 4581 JOB ID= 05 -6349 STRICTURES. INC. L m ni L I '1 - I 0 1 I 1 R y - T• 3 1L 9 1/2' I k I EH 3 1 II D TI 6 REVISION DATE 10 I/2 1 ® ® I I • ® I 1 SEE PLAN I SEE PLAN s L 1 L 1 10 I/2 ? SEE PLAN - SEE PLAN 6 7' to 4 1 I ® ® I I ® ® I SEE MAN 101/2 2 SEE FLAN s 9 to b I/2 2 2" SEE PLAN SEE PUN } 6 PROJ: Hornell LLG Tigard, Oregon TITLE: ANCHOR BOLT PLAN DEALER, Oregon Pacific Construction THIS DRANIN6 INCLUDING DESIGN PRINCIPLES. 19 THE PROPERTY OP TRUSS -T STRICTURES. INC. AND SHALL NOT ea REPRODUCED. COPIED OR LOANED IN PART OR IN WALE PUTHOUT WRITTEN PERMISSION. IT IS NOT TO DE USED IN ANY MATTER THAT MAY CONSTNTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS-T STRUCNRE9, INC. V V V V V 1131 n° n P > P n O A I i E l 8 -a - a -_ -_ -_ - o - A -_ -_ -= 1 4 gcob° obgbb 1 -1 bbtobg i G4 ib iO I � < ... ...IT 60 60 6 a tt 6 8t 4 V alt b4 a i #< lel 0 A0 A =A 0 AAA 1$11111111la[ iiiiiiiiiiII ggggggggggill PACIFIC BUILDING SYSTEMS MAMUPAVILRED BY TRUSS-1' STRUCTURES, INC.. 2100 N. PACIFIC FUMY. WOODEIURN, OREGON 91011 PHONE S03 / 981 -9381 Is < 1= -z- 1= DATE, 6/11/05 DV`tG BY, JN CHECKED BY PAGE, F2 OF 2 JOB ID, 05 - 634q