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HomeMy WebLinkAboutPermit File 718 4th Street (2) DES I GP-.I PP RAMETER:S By RH Sheet A- I Date 11i21/89 Cust PORT OF ANACORTES Job # J.607 'Zeu��e� STRUCTURE DESCRIPTION Building Width (span) : 46 ft. )P i'F r 75 1/ y1�l �i {p Eave Height: 20 ft.Bay space (trib) : �i 25 ft. ? / 0 S7Z- Roof Slope: 1 in/ft. BASIC LOADS Roof Live Load: 25 psf Frame Live Load (UBC) : 25 p sf Wind Load (1985 UBC) : Speed 8O mph Exposure C Building Dead Load: 3 psf • CRANE LOADS '2 Ton 18 ft span Bridge Crane *** This structure is designed in compliance with CBC specifications and standards utilizing the pertinent provisions and recommendations of the American Institute of Steel Construction (AISC) , International Conference of Building Officials (UBC) , American Iron and Steel Institute (AISI) , the Metal Building Manufacturers Association (MBMA) and .their publications. *** I. • \ C B C STEEL Building BUILDINGS Specifications k.... • J . • • • it.t.• : •.: •-•:.•- •:::::::.•:,:.:::....:. :::,,,,,,:.„:„.:::•„:„...:.. .. : • • ..: : ...... ..... . . .• .........:.:.:••,.: :• . . .... .:::.. .........•.. ...... ..... ...:.,,,,..... .. . .. . .•........ ........:„. .„...,...• .. . ...: :. . :....., :::•,........„. ...::....:.:..:.:: .:...:,...........::.:. .......... :.:• . ..,.. : .., . ........„:... . .. . .. .. . ... ..••••••••.. . • . ..... .. ..... .. .. . . . . . . . .. . .: GENERAL DES •GN. :' ::. : .: .:.:.::... ... . . . . .. . . . • . ..- . .. . -:. . :- .. Structure.:_':shall :be•'designed in compliance .with:•:th•ese:.CB.C=spe•cifications'•'•and::standards::utilizing the .pertinent..provision!...:-....and= . . • • • ........•.... .. :. • recommendations of the:A;i eri:can•Institute_of S:teel.Co istruction.(AiSCC),International Conferenceof Building Officials(i 11 C};American : Iron`and:Steel 1xistitut:(ATSI) .the.Metal Building:Manufacturers Association (MBMA).and_their publications.:: :. .:•' : ' • Standa•rd desi.gn;ioa.ds: Live load,Wind load:and Seismi.::c:per the':::. JniIonn Building Code,.or as determined by-the local building official.: ....... .-....i Fr min :. • : i '. •. ' ih l.'.., : : ' :.- .. - « "� •• ; ::.:o•:ns ..12ig id fraines shall.be bolted.' ': ...:':':.' .• . •lt� id frames::::Shall be'either tapered.'or.constant.depth:::�...beam sectio ,abrieatecl by, automatic welding . .g 6.. o ether where:required.witfi A3 ,5-ht.bolts:. -•Posi-and Be:am::End Frames. :-Shall be.fabricated.of.either.cold•formed-sections:or built-up sections, fabricated by.welding, as dictated:by. . design.loads::::::::.: -::'-...:.-Q'..:g....z•..::•..-:...:...•.•.-•..-•...--..*.:..:..".-•-....••..*:.:...-:-:......•.::...-.•:.:-::..:r.:::.'.:t'..:•••i•..':.....•:-.'.-...••..•••'..-...•.•-*-'-...•:••".-.•.':-.•.:.:•:%•.•::•••..•.!'•.••.'.......:':•;'...:".t:..••-....::-.::•.•':-..::..':--••.-:.:.•.•.t.*..:....".•.:.i•'...::.•::*"•'':..:.•:-•*.:..'.-*•...'..::.i•-.•...::-:::.....i.'.:.:•..•'...•-:.:..::•....•'..:•.'..-..::*4......•*:...•..:•.-:':..:.......:..,...•:'..•...':•.":.•...::::..•:..-::..:....::.:•...-...:•:.::•*l*:•.••--:.•::•-:•-:,..•••.::.•*-:.:.•.::/.:'.'-:::•....:.-*i:.••.•:-:--..:::.--:n.:::..:..-.*l-:--..-.::•:...-..:*..:.--:.-::..::.:'.-..:•.:..*:i...::::..:..:.::*..-.•••.:..:•-:*."-..-•..:..••..-::"•..•.•..'..•...•i..•..:::••-:•...-.:-.•,:.;:•..:-:•..-:•::•;..•.-.•.-.•....:••••...:•...••:-..•:..•.:....•-••:.:•:••-'..•.::••-:•:.:.;•..':*:*;:'.*.:•-.-..'•-...-:.:.:..*-::.:•:-..::;'.:.:.i:•.-•....:.-•..-...•„-..-:•:.::.'.*'•-•.:.::•-..:.".."-...--.-"-"•::-.::...•:Y;..--..•.::-..-:*•-:.:.-.::'-...•::•-.-.%.:..-:•:':-.:..:.---...:::-:......•.::.,..-:•..•:•-i:--:..'":-.--..:•-..j:.'......::-::.:•••....--:•..•.:.-:-....-:.*•;*":.s.:-.:.*'.•.:.-.-..:-.•-7.-:.::-:..-.:::•.-.-".:..--'.•::.:•.•..-:::..-•...:."....•*.-.*.:.:•*.••:;.•:.*:-...•s*...v...••.•.•.-......-...:7:.::....i-::..'•i....:.-*:...-:*....'-....•:.::.:*.•...--:..•:'...•.-.....--•:..:.::s:•*..r:.4i.:.".•..•:::::..7*:.-::::-..'.*•..:..*;:.::.-••:.::::•;::.....;-•••:::.;..];..:.•.••:.:••.•.•...•..:..i:..:.:...:.:..-.••.:•::.:...-..:*.:....•.•::s:.••.-..;-::..."•:....:.;......:.-:.*.*::::'-.:•..:..:...•:......•:•:-:•.•.:--.."...••.-..:.:••::.:...:.,:''.-.•...::-.-....:.i:::...•.,.:......*.....:...-•..*•..:.:•.:,.."...•••....--.;.:.•::••..:•--.--••*-••..:••.—•::*-•...-:..•.::...•...::'..*.•...::...*:.:..••.:-..!..•...:*.:::.:•:.:...:.....:...--..:.....*:••:..—...*...."':.:......:-*.":...:.....•..•,::......::-...••.:.:....:i•.•...-.:-,......'.::..-'•.•..-..•..:..::'.:..:".":..•:.::•,:.,-•.:.,..•.'.:•::.-::.:..::..:.,....:.:."-..':....::..-:..-.*-..•:.:::..--..:-.:..-2::..:-....:*.::?.::-..•.....:....:..*.•:":::•::;".--...•...:-•.:•':•:•..:•::..:,.•.•.:.:.:.:..':.:.....••:•::•.::,.....:•::.*::::.!:.:;.--.:...:.::--:•.....:: ::.:::..:.:.-:.-.•:..••••...:.:...-.•..:•:.•.-.;:..-.•::-.::.•.--•::..::.•:.'•.::•...-••..:.:.::...•:.-...•• .•:--....:..•.-•--*.:....•...•.........•-.:.-.....:::.:..•-.:.:••-......•.:...:-:.:•.:...•.•.-."...•,-:.••.:.::•-.-...-.:•.•-•:-:•::....:...••-...'•:,:..::-.::::*..•*•..::••............•.:,:.2..".-:.:•.::...-•.:.:.•*..-.-.:.::..:.:-....•'•.....-...••1::...::...'.•...:::..•'....i.::.•.:•....:••:........:i..:::....•..-::2......2..:....-.•::::..:..•.::*:.::..•..•.•.:...::..:....:•„..:-....:::.•:•:...••:.:..:.-..::..•.:....•-.::.:.-.•..:.::.•-...•.-:....::!:-:••.:.:.••.::.:-.•..:•:::...:-: • .' "•::...::.:. :.. - ' - e a t� ..nd ations iat the base of frame colum s with anehoi bolts cast iri place; Column base reactions>= Ancharage. Shall be anchored to concre e.fou..d - .. are:indicated_in..the:stuctural calculations:•for use.•in,preparing foundationdesign by others: . . '•:•Secondar .'k ratntn :.:.:' .:; : ::':. • Turku s:-and:-' irts`shall he fabricated of cold formed'steel.S'1/2''::deep with:a:2 3 f4"•:iwide•stiffened flange Minimum thickness s U:S a e::.:S .pacirtg and gage:o f'itia .e.members,shall:lie:as:determined.by_:design and..sl own on the.plaris: Purhns::and_Sims shall lie attached to • •:::framingembers:witiiii ":.diairieter.A.-307::'.bolts::: :: .: :::': ;': : < ' :: - • Primar and.Secondar .: 'ramini Faint : .. :`:::. :: : >::: :::: ; : ..::::::`: ::.. : :•:All frames,:p'urims and: t s:shall:rece.ive.one.(1.):shop'coat:of•rust.in iibitiveprimer`after being thoroughly:cleaned.of all.loosemill and scae ... ...... .. fraamin :Materials ecifications.:. . .':.:.:- - - '-. .. :.Primar. .:.and.:�. econdar . .. . -p . . . .: . : .. . : . Plates-:• -• bars used:fabricating'.automatically.conti- ous welded beams:and columns,:-Materials:conform:to.the::require iients:.of::.`..:_ ' ASTM A-36:.1MIodified.. Muumum Yield:Point= S.Q;o . si r : ...:':: : : ::.:.: -• Structural Pi ... ::::.Materials:conform.ti ::the::requirements`:of::ASTM.A:53:;: .. :. :; . :. ::::::: :... • Cold Fon'ied S tee1..:S•Po :u%: a6t i i is:aridgir.ts•Shall be lioi-ro..ed steel .Materials eonform to flue requirements.of ASTM`-- 570 .: Roof: ndi: all Covering ':: •:. .•• : ..: •Roof.iittd.wall:ep erirag sh ll.i formed from::gal* n,zed steel of mx mum.26:U.S gagc-with.not:less:iliart 1:25 ounce pair square foot of inc:coatin : :::: :. ':.. ...: - •-Materials:.all•conforci�:to•the;:chemistr~y requiretir•ents:of ASTM.A444::::: :- •.- . :: : . '. . . - .: ..•..Roof:and.wall.panels:shall.be fastened::to framing members:with.#12.hex head cadmium plated self-tapping,•self-drilling:screws: .' . :. . ...:'..'. . : .... ... . . . Factory.. coated.baked. enamel colored roof and:w all:sheets-:wwzl•be:provided:optionally:with colors•to•be selected from, available cilo�rs: • Hi` h h ibs of'tlie: anel:shall be s.:aced at•12":on center. :°These ribs shall:.be 1 1/4"..in depth. Roof arid.wall:.panels shall be made to,overlap. .............'... . :one:nb�-'I'.he:panels.shall'prov ide a net co era ` .. "` • • ':.::-:�fiber lass Reinforced•Translucent Panels ::-Wl ere.:translucent•roof or sidewal panel:are indicated,they.shall have a profile m atching the .: adjacent:steel`panels >..Nominal:weight of paneis:shall be 8 ounces::per's.quare foot:and::a.nominal thickness of-::060::inches::..'::. . • Walk:Doors:: :: :::::: . .:.. : •.Standard walk door:;shall,be:3'-O"••x:7';0".x 1:.:3/4.'inch-:thick single swing f lush.;type:steel construction: Doors:shall be galvanized and =` bondenzed for-maxirrmum:rust protection::--:- ' • :lid a:-.Ventilators: ::::..::: : • : .. .. ... . . . ... • Wher.......SA p ciEfied _ventilators shall be::either conti•nuous cr:circular.ridge.mounted.: Circular.vents may be.either stationary`or.rotary type. e • • Gutter :Trim and.Downs .outs.: •Gable,corner :door,window,eave:and.gutter•sh•all• .be of 26 U.S a e:- alvanized steel::All uttersplices:shall beFeld riveted and caulked -. ' .. .. ... ... . Rid e.Ca .,...' . ' :. •.-The-standard-formed. •dge cap:shall be-formed t•o match the.roof slope'and shall tie of the same materials,color and configuration as the . roof. axieXs.::: :: :. : <.: '. 1� Sea a .. .'... .. . .. .--- .. .. . • • Closure:Strips:.. .Closures shall _conseructed of:seirii-rigid:polyetliylerie foam.'. . :. . •Tape.Sealant. Ribboninastic: l .x 3/32 shall be provided.for:side and end laps of roof panels. :" :+Gutter:Sealant: Ac - lic.base:polymer applied with open_barrel caulking.gun:. :.' . . :> ..:..: ;: t , , 4/ /i 1' 5-4-L /cR,4 mso clAiGip QuIc-DZi E 1 co �0127 OP 40Aca27caS a is { CITY of �ruAco�T�s ioll S0dt;6 htNG ST.0p U EPARTMEN BOX 947 MI o (206) 2 3-1901 o � ,� VED z aSI in NO PART OF THE STRUCTURE MAY BE BUILT IN THE REQUIRED YARDS. THIS INCLUDES DECKS, PORCHES AND OVERHANGS. FOR ELECTRICAL INSPECTION CONTACT DEPT OF LABOR AND INDUSTRIES, 1220 MEMORIAL HWY MOUNT VERNON,WA 98221 k (423-1350) Washington State energy co must be complied with. Do not occupy building until certificate at occupancy has been issued.Penalty by fine. 6 CO?J .Il. • , GENERAL NOTES: 46'-0" CODES: _ ALL WORK SHALL CONFORM TO THE 1988 UNIFORM BUILDING CODE. 16'-0" _ 30'-0" _ "B" BARS €31 I'-4" 0.C. "A" BARS © 1'-0" 0.C. SOILS: VERIFY • A SOILS INVESTIGATION HAS NOT BEEN DONE FOR THIS PROJECT. z W7 o o ® SIMILAR VERIFY SUITABILITY OF SUE SOILS TO SUPPORT THE LOADS. to REMOVE ALL VEGETATION AND SOFT TOP SOIL PRIOR TO PLACING w THE SLAB AND FOOTINGS. OVEREXCAVATE UNSUITABLE SOILS AND REPLACE WITH CLEAN GRANULAR FILL. ROLLER COMPACT EH VERIFY TO 95% OF THE MAXIMUM DENSITY. ce I — -I DESIGN BEARING PRESSURE = 2000 PSF, COEFFICIENT OF FRICTION /J4 .pi ' SIM. I I _ _ 1 AGAINST SLIDING = 0.35, PER UBC TABLE 29-B, 3. ,JJ (� 1D2 CONCRETE: K-----.... CONCRETE SHALL BE CLASS "A" PER THE 1988 WSDOT/APWA STANDARD SPECIFICATIONS WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc' = 3600 PSI. -THICKEN SLAB TO 10" REINFORCEMENT: ✓ALL REINFORCING BARS SHALL BE ASTM A615, GRADE 60. o CONCRETE SLAB r WELDED WIRE FABRIC SHALL BE ASTM A185, Fy = 60,000 PSI MINIMUM.i o r li MINIMUM DIAMETER OF BAR BENDS, MEASURED ON THE INSIDE OF I W THE BAR, SHALL BE 6 BAR DIAMETERS. .SY5 HAIRPIN > o 20' BAR, TYP. z 44'5 HAIR PIN SPLICES SHALL BE A MINIMUM OF I'-3" FOR #4 BARS, AND 1'-8" FOR CO p ( TYPICAL ) I #5 BARS. rr7 co N cD ANCHOR BOLTS: I 0 U - IX p ANCHOR BOLTS SHALL BE ASTM A307. LOCATE AS DIRECTED BY THE 3 p z D MANUFACTURER OF THE STEEL BUILDING. a. co cJ — O > O — — — ' I I 2 I - DESIGN BUILDING LOADS (supplied by the steel building manufacturer): < < M Y O _ -I a I ) M o r? I o t0 C 1 J Wri- L A a _ .-cnC) N _____ m I 12 ' I D L + L L D L + W L it N. �`- t _ I 4.60 K - › e4.60 K — (- . 8.70 K e 3.70 K O T T 1, Q60° -. 16.0 K 16.0 K 8.50 K 3.30 K Q ^� am! 0 10" THICK I w 0 C.; THICK CONCRETE SLAB CONCRETE SLAB I ILIU 1 w ATHICKEN SLAB TO 10" I > D s L SIM. 0 r CRANEL SIMILAR P., 4.80 K TE- 4.80 K 18.0 K 16.0 K Pam}' �. E . — _ — MARK SIZE SHAPE • " m L L. o J H 1 A #5 �— w 0 F;-I B #4 �- Cr �. Et J o (n 1-11 CD "10 0 0D E-- C © ô 1 . a o Q m z 12mili Mr CD slins, is! "B" BARS © I'-4" O.C. "A" BARS © I'-0" O.C. lwCC "UA- Cl) Q _ O. OAS 0 O O O OZcowasfjPOIF/P . �'%,,g L CIV\°c�$ FOUNDATION PLAN n 5� - - PRINTED _ - - ---- -- N SCALE: 1/4" = I'-0" DEC �� �989 Date: .? 9 REID MIDDLE fON { Pf08£t✓�� .4C2242.. t h '_e �`�_�'./ � v'�„cac�"{'yt J r h'SHEETS Plan Chet . r• - 3" I6'-6" ^ 6'-0" �, 18'-0" _ 5'-0"II. wit -- WWF WITH # 4 BARS # 4n 8" O.C. # 5 @ 12"O.C. 5 0 12" O.C. #5 3 1 1/2" DEEP CRACK 3-# 5 HORZ. METAL BUILDING PER CONTROL JOINT CONCRETE SLAB 10" THICK TYPICAL MANUFACTURER 6" THICK CONCRETE SLAB-) 5" CLR. I • SLOPE AWAY FROM ( 2 )-3/4"0X16" LONG ANCHOR z 0 \\•')).\\<4\\NeW,wwl \ BUILDING SLAB 3" CLR. 1 BOLTS WITH 3" THICK., TYP. p „ - It <-- TC-_-XII K • ,< R X • X r �\�s\\�\`2�\�s\\ I 1 _ HAIRPIN PER PLAN w THICKENED SLAB AS • /CT - / SHOWN ON PLAN 2" SAND # 5 © 12" O.C. v ` / / Y/ • f _ • • ( TYPICAL ) ' _ 6 MIL VAPOR BARRIER o •• .' • . . ' •. o ADD 2--# 5 X 2'-10" /' r 1 6" COMPACTED BALLAST N 1 a I LONG 0 FTG. 1 • ' • • • ( TYP. ) COMPACTED SUB-GRADE "A" OR "B" BARS, f• ;>T� '<< A EXTEND THRU FTG. 5-# 5 X 2'-10" LONG. A SECTION Cad COLUMN, - v 3'-O" Sq. m SEE PLAN Fed 1 2 SCALE: 1/4" = NO" Q D TYPICAL COLUMN FOOTING o I 2 SCALE: 3/4" = I'-0" Z METAL BUILDING PER r MANUFACTURER O 3-4- 5 HORZ., M TYPICAL - CO �b., VWWF CENTER OF 6" SLAB � Q 3" CLR. N O 3'-6 17'-0 8'-0" 17'-0" 3'-6 - 6.• , . to 6' �- _ °,. ° ai co #5 @ # 5 @ I'-O" O.C. # 5 @ 6" O.C. "#5 0 NO" O.C. #5 @ in `ter x , x x x x x , x " x > 6" O.C. 6" O.C. , v'��v),k /�`v�\ 4 ' 7 , �/ i �y �� tj 3 M O - M * ° 2--# 5 CONTINOUS ALL ino al iv °' - AROUND SLAB PERIMETER o N . /, 4 ° . Oc CO rn >- o \\\�7�\��\\\' \ •. s ii�\\��\ �� _� •�\ \ \� . a.��c���d h �\ A, OR „B., BARS, L:- •W,c��4.. - N <�� ���\ '��• �\��\� SEE PLAN 2'-0" TYPICAL Z \0 TYPICAL SLAB PERIMETER I'" SCALE: 3/4" = 1'-0" Q CI w B SECTION CI I 2 SCALE: I/4" = I' -0" U) WWF6X6 - W4.0 X W4.0 WITH # 4 © 2'-6" O.C. Q 3" CLEAR ► --a- W O - 3" CLEAR I- Z Z F_ W ° W J 3'-6" _ 8'-0" _ 3'-6" p � 0 # 5 @ # 5 @ 6" O.C. # 5 © Q Z m 0 6" O.C. 6" O.C. a � a a ��/•1 •�• i •� •� •% % o( % % • % x •X x •X x lF- % 11 X IP, % X• % X• X % • % X X • % % • % X •% % •X X X % � • � � • U_ Q I— �\ \ 0 W Cl) Zg Z Li-0- Li O W (/) T SECTION SCALEAs sHowN SCALE: I/4" = NO" DES. JJK SHEET NO. DR. LSA - J OH. HCT L r I F.B. v: ,OF 2 SHEETS DATE DEC. I, 1989 FILE NO. 24-89-026 r -� t 1 � . to f '' ri n (4)T2( o"\o1i7 (A)'rz3 �— 50_0.. - - / z° H a NS I r m � Eiji `ll/ 24'13/4 2`�=7q der- `}I�'� O- 2,Q3 U r • (312� I m wfr_ �` tl a L -_- 1 �N CO �� • p 0 V `N M \ \ �- ? 6 Cv N N N lV N C3»D I� V 1 - N U ti N r 4,A Ala o0 N/---- - �aC —{ —�� C515A 11* I I.F-THRUST ANGLE i d LI 6 \-\- .,1E, i,A, • Nc `� ----- - ---- 1--- ---__- 1-- (Z 11/2 �NLHbR BOL15 v CI) I a p Q @ P. (- , -oc.ATlovi O 3 a L(3)LD•2 , L (3)ip-3 L (32p - _sr u-'= 7 i \ rm. -_--_. co 4-? (4/ 123 �' �-- F 9oLTs w�2•MIN , '�A r 11t`i PAY C.lr. \A -- -- — - — r�0 N. _ �- �i.! PENrECT TNO QN m ` L (3)�D IL (3)ia I R , _ O 4 C O 3. ll N 77P, (E3 Loc�e.-tt13l-kg Q- i v ., ', Q 21 fir` W m P p 5°¢° F,O. FIELp Loc. O \ .M . -- J ., 3°l° W.O. B� G IG `�. �,\ �N �l r GD-�. �ry� 1 410 d , �IELDIAc.. � •� •`� O M I' 0 �'-314, / I(> '-O 12' D - ID' 3r/4 _ , 8k2 ��- h Ik o pe/ 1 J 2 L 9°4° F 0. 3°7°VW, 5,141 .• ( • 4 N ` u 1 -t / _ \, LO I * \ FIELD Flew loc . - -kLL -_ T— —�== = I 3 i aY2 -' / t4' 1 p, 2 � �2 --- _ --24 - Iz- - '' 11 it I ( 41Tg I ' 7 - - 1- - a � a N � op �,v 0 �J v �\ Es w =y - C Cv N C I S' p 2` b MATERIAL DESCRIPTION — ES• - — - I u O Ic- 1 ° 1 (3 SPus C 5 0_ 1_ -_ is - I a L, �' 'ri 1 iJ '�_L_ _d _. - ES- EAVE STRUT ✓L5a8.5(16 ga)50 kal - .� _ - G "' °- -I .2 x A \� N An' L I T`I P, 501 H 612E5) AN-2 RAKE ANGLE 2x5 16 a 50 ka) Q l ,pQ,.00\ Q n G R 1 4 - -_ ... - - ---__---- -.__ ---- ---- _---- ...----._.— ..._ ._ .------�7------ ---- - a 4-4 4-4 A) P- FR- I d - - ---- I �1 AN- FLANGE BRACE 2R2(16 ga)50 kal ` / Li . / l Lid BR 'ia0 BxrwERco (ASTM , - ZE- PURLIN 8.5x275(14 ga)50 kal ^ 1'1 (21 AC-I I A�$ (sir) O I_•_ t _ A �_— EP- CORNER POST 8.Sx8.5(16 ga)50 Ks' / I,: ,.. ,, A 6 is I --li- — 207- 747 40 ZD• GIRT 8.5x2.75(16 ga)SO kal � B F '` a � � �5�tt/q Fl.ve� °t �iAWEB m ��� ° _. '' t, O C0. HEADER 8.5x2.75(98 ga)50 ka( J q1 ,�(y�d (S��E _ I iz_ - (51 -E- I L c N •- it- CD- JAMB 6.Sx275 18 a 50 kal n \, t i Ga " Q C0. WIND POST B.Sx275 16 a 50 kalLT R Ya & �..J "&J 44 ( g 1 IN \\51 E ( IL % (51zE I �{ "` W' a ri__'' ' Jl C ��17 -� L Cd '1 (3) p _ O _ Co1.UmN ° to I AN-10 SAG ANGLE txttl8 ga)50 k l J _- RI) o ' f „4Z`';' , fir`Io L _-._.- _� 3 �/� �. Li) g'U' EH- GABLE BEAM 10x5.5 12 ga) 50 ka1 N / TR2 � Ip - I \�L 1 r �nUS i1'CIG\ w/(oXy4Fw $ IDOAWEB `rn' CO 3PA- SHEETING 26 Ga High Rib BO ksl \ 1y/- ° to to p - 0 _ w t_-- Y-ID ISEIIM) t— p r GD-� rho p 4 W * V W- a 26-Ga High Rlb 80 kal Q L] y� O t� Q �1�.! V L Vv v �I ("h) 6d ' i C7\ z �nV� E{T. GAn�DPyn L JL L IL I0 k 1 l7 .0, f r 3/ \ a _< J _ /� �X S X S P>ASE� FC• STRUCTURAL BUILT-UP COLUMN �- � �' FK I -c a Q F 1w ,��/n �`_ NJ 5t4° F.D. -" 3°7° 1 .p.� / _-- — By LZG >--_� I FR- STRUCTURAL BUILT-UP RAFTER " -- -- A � V fl �. gLi 5' D �t' 1 3 IQ I0 i _ IQ'I2 . 3y� >.-g 2- ' ' ;PQM a 'a (1 1(LY S (A d D 1 2 EL7 L'' (. rlo Ac I LLI r) / - _ - Eh- 1 t I ES I Li i t_k\12. , 1\ 1.Q,L 4 3 . 1ZDi�S 2Dr1.-IDN AT L1KI 2 ., o 4 ° ---� HALL S NTG. ( All A325 Bolts are used In bearing type connections with threads not" IZt /D l ER b\ V 1 i K1 �2 PLX K1, i i U Hkrrequired by design to be excluded from the shear plane. Special inspection - - - _ �, 3. m Ii ip GL°5URE r)ot required per UBC Sec_. 3013.(a)6.2. G1 � W/Acl CLIP T{Z-M I II 'f1Pl r IQ v i 2 ROOF �7 MTh. --� OUTtI DE GWSUKL - - - C L� (0 y 2�{ %2 Arl 2 bo,_.''' FL_ N/ C I z ) . 1 0 _�, c o 2'ti j 1 Ii2 3 5 a ti + I 7 . /2 — I o o , L W/Wtr,aEx<, 13.5. 11�� TR• 3tt 0 i 11111 o I -p — Pogu tAc I 7 `' .. it Hp Wrn '�II� \�p. VANe N C EAR TR 25 LU? �PF II�� = Z �:is, DESIGN Asd wCANOPY SAVE �JTiZUT (Cp)� LANDP I $EAAN� CC D ) _ - - ENDPo�T/pq� Jy t� loppi ji Q� 1,1 :-,-,6%!1: , oSAG I LLIP 4 / :. �; � ) $ ► a-4 S �x2y' X14,64C li r 41 14- WALL S NTG . C' ) (, • . • Z4y2 r�QjII� i 5 DoL r'q pL W/ C l2 Glu��2e ��" AP q/ 4 °T 4 N'ordi'� PL o Ue.4 0� E ,STFA <' J ASS/ONA1 E,xc\ -0 2E1- Q \ L A I 11 ,� � v 8 .� - 83c ) j i . . in.'LLP;YUE COPY CENTER 12111P2 rm cos N 6 i _.y4 ► - ;'THK PLb OR es n�--T�� 14►I TMP 2 $ •/4y Vna 9TIrreank _ ' ' •"� is / S li'�A �. FL/Wbf q.THK PLb OR LEs! qq I 14 r-L THK ND66 FLATS w VeD STIrrENER 3'W - - 3/1� 6'To R'vlv6 a a \ Qil F - IL', it AAA••• Q14 ikt - - _rilll IL . J , • v4� �-"Ifl����'� - - PLATG L , 11��// • eRKG 2 THK FLb OR Ls;• �Y. 1' >--P--___\__ INTG ED CUP-COM I 4 }- ( �/ . _ ` - VED$race -"'I % - r eN - 010ES I U �\ • i THK QdLTINb \ 4 /p 1 '4'A^- �fLb OJCIC� TM P •[ z I PLANOE BRACE • J .1 0 r LATE ' , \_- __.__. I _. 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