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Plans DESIGN ROOF SNOW LOAD: 25 PSF / � L ALL PENETRATIONS N aria Nl �tt�t pl i c= DESIGN WIND SPEED: B 0 AAP411 rJCPCSURE ' 3' (/1` n 1 nPE L aIAtER 3i,iALL 1 Ti$ ./' T � •IE IL" Ate+-"' - DESIGN SOIL SEARING PRESSURE: 1500 PSF !,, Z ARE TO BE SEALED C••T7 CF TIGARD UJ/ A SOLIS S E: ST S 24" O.C. 67OOF PURLINS: 16 ga 6 \''. \ WINDOWS t DOORS ARE INVESTIGATION REp�OI@'r. WALL GIRTS: 2 X 6 #2 0 24" D.C. TO BE CAULIGED GAsKETED 2. FILL ueEL, FOR he SUPPORT •- Vil (. . \ OR U EATWERSTRIPPED. OF T1� 3TRUCTI 'E Si•IALL > NOTE S GENERAL • 3 /'`° Mp�3r RUCK P t A� IN be 1. CONTRACTOR/OWNER TO VERIFY AND CONFIRM ALL DOIT! NDONS AND l 2. A 1 - PERM VAPOR RETARDER LlrTb t�T1<D TO •3x DIMENSIONS AND NOTIFY ENGINEER REGARDING DISCREPENCES PRIOR TO .\............- __-:---, IS TO BE INSTALL O R IS R L'.5� ° jG0�1sSIDLE FOR START OF WORK r ��� • Tl••#E WAR SIDE CIN WINTER) T FBT °4 CTiG1d OP FI 2. DRAWING SCALES INDIC:+Tt ON PLANS ARE ADPRC %IMAT: AND INTENDED • ∎ ` wAL GIRT ON ALL EXTERIOR FLOORS, Er TO SE USED FOR REFERENC ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUC i ION WALLS t CEILINGS \L g PURPOSES P!@OY!DE A 24 TO BC FIRE STs RAFTER 0~4E1. G jlgi,ER M 4 3. CONCR T"_ STitENGTt-t 2500 asi @ 28 GAYS ' - WALLS ■ R - 1I BATT5 I bon Rau wi (2) 0 SPACE N A CGNS 4. REINFORCING STEEL SHALL INFORM TO ASTM A-61 S, GRADE 60 FOR ' G SCREWS ROOF • R -ll BATTS INTO RAFTER AND GI RT LOCATION tit/ A 3SIGN Fai,,1. 0 - 04 BARS AND LARGE. GRADE 40 FOR *3 BARS. WELDED WIRE MESH SHALL GIRT TO RA's- E R D.S TESal 1MPf?OVEMEN78 E !AC-4 (NFDA '4), CONFORM TO ASTM A-185 (70 kW MIN. YIELD D STRENG T'H). MIN. 30 DIAM. LAPS, TYP. .TA 5L.E 3- 2.!) S. STRUCTURAL STS-EL SHALL NFORM TO THE FOLLOWING STANDARDS: REFER TO NICOLE 2. T1 BUIt..D11VCs =HER Is WIDE FLANGE AND CHANNEL SHAPES. ASTM A -36 NOT!: USE ( t) BRAS AS A AT AL ENGINEERMCs TENANT RE3 81B� FOR T s ca AT AL. ANGLE SHAPES: ASTM A -36 (WfrH MIN. YIELD STRENGTH OF 42 ksi) GIRT BRACES. :SE ;2) 9aA�5 care EA IMPf�O : 'T bO CLIMEN A FOR TUBE (TS) SHAPES. AST1A A -500. GRADE'S', (FY MIN 46 k3) L PURL IN 8SiAr- 5 . a :AON�IBr TI-4I �' 1 . R�O�" 1ATION S ECL EC°I 6. ALL WELDING SHALL BE PERFORMED WITH E70-XX ELE DEP :D ODES BY T. WELDERS. (2) • 10 ` ` 1. M ELD UEL. - ( p RECUzRED) 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: o 7- SCREWS A / . 2 - RE �1CRET9 ANCHOR BOLTS: ASTM A-307 BUILDING FRAME BOLTS: ASTM A•307 • . L1 x ' x .109 ` '� � • . �. ` \�• 3. CCT' L R • CRTS FOR INSTALL HARDENED WASHERS WHEREVER HOLE SIZE E% ''' S` THE BOLT •• • °•• \•' �- DWME ice. R PLUS 1 /16" ENO?. S= WASHER TO COVER ENTIRE HOLE. PURL INS P BRACE \•(/ TRUSS � , 30 - 1®t a •• • 3_ GLA2�1f L - 771-PluiALLCAL • 8. GRADE BEAMS. PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO ' / 4. °, DET.4lL 3iF- i FOR AL SOIL WHICH IS FRE E FROM ANY MATERIAL THAT WILL a te ' FIRM AND NATJR TRUSS • ; x• i ^ TR , RJ(E DETAIL AT FIRE - ADVERSELY :,e-rc _. THE BOLL DESIGN BEARING PRESSURE RE. C� EN ABOVE. ' � , �""/ : 9,a "% / i� -+ FOR :?1 = O F !=f E DOUGLAS FIR -LARCH (NORTH) OF GRADE AND S= AS I LUMBE SHAL' 3- �, t . ' � .Z ,T ,A \J SPECIFIED IN ABOVE NOTES AND ON PLANS. ie ' ,g4.6% • Q � � 0 / g . _ FIRE T O DETAIL 2/� - WOOD SCREW LOAD FA' r r �.CC ., T CONFORM TO U.B.O. i ^ TABLES 25-17-L. -M • • + ' IN • '� ' , Ec CE ENT SPLITTING OF WOOD. AA. 6 � ti , ' � . Y�' • i C. PREJ' R L �?0�.. - E..SSARY� , , O PREVENT 1 1. ALL OR 2_ GIRTS OR PURLINS SHALL SE MIN. 30000 PSI FOR 1 6 GA. AND }{ICD..'�R 7 I I ••- 1� Q` e c , , ;r• 1 MATERIAL 53000 PSI FOR 1 8 GA. AND THINNER MATERIAL FLANGES OF C- ANC R Df - JR_,N BR A;, _ •�I e / h9BERS SHALL BE AT LEAST . 5/8" AND HAVE A MIN. 3/8" STIFFENER UP. SC _EW atSu111 �� '` �I \ ° FASTENERS SHALL HAVE A MIN. NSILE STRENGTH OF 120.000 PSI. AL MEMBEr-70- . e. v oP P �� 1 r MEMBER CONNECTIONS LL SHAL' HAVE MIN. (2) #10 SCREWS. UNLESS S NOTE OTHERWISE (4) "O 542Ews 1314' 2 1 / ?- 3 /s -t , 1 �� ON DRAWINGS. SH T ME AL SIDING AND ROOFING, IF USN, SHALL R..E MIN. 30 GA. �. T . � ti � MATERIAL SE MANUFACTURER'S L.ERATURE FOR ALL OWABL SPAN INf�. AND ■ 3/16" PL . \ �� - ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFA.' URER IS RESPONSIBLE FOR t /a ^• _E- �'J �� SURING THAT PANEL AND ATTACHMENT ACNMENT WILL SUPPORT THE ABOVE L:ST� LOADSl ,, �_ i l I 5 QS� • , , OMER AC:: Alw RESPONSIBM„ AND LWBILIT" FOR A S IDI N G OR ROOFING Q �' .a" . , x l . . 1 MATERIAL USED THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS. STEEL =BANE OR i 3 4„ 4I ' , " SOLUM14 �J�► `k V 12 SPEr..I'A� INSPEC'10NS SHALL 3E ?ERFORMEL' aT OWNER'S �CPE AND !N a 0 � ;, "- " / A�RDANC_ w�T'H L.S.C. SE: 306 FOR ThE =0L' OWING 7EMS: 4 ' (.- ... „ � - �l A) STRUCTURAL WING. I: WEEDING IS PERFORMED AT WEB S� BUILDINGS' � r' " N MANUFA:TJRING :A:ILITY IN SANDY OREGON. BY "A WS :ERTIFIED WELDERS. '1'O GIAT /oI�RL ^`(D 7 d i "� v 30. ' 1 ASK4 ENGINEERING, INC. RECOMMENDS REMOVAL OF REQUIRESENT FOR SPECAL ,� * „ , AA. � INSPECTION OF IN -SHOP S T'RUCJRAL WELDING. BUILDING DEPARTMENT SHALL °- MAKE FINAL DETERMNATION. (NOT_ NO FIELD WE: ING IS REQUIRED FOR `C' ASSEMBLY OF BUILDING.) ^ DEPARTMENT SHALL BE 13. ANY ADDITIONAL INSPECTIONS REQUIRED BY BUILDING D.. AT OWNER'S XPENSE • WEB SA ,N CASTILE BUILDING #C - g g, D 3Y = t. - �� STEEL L_�• �• ASK4 En i neenn I nc. P , r+ . ✓li I - 9- I .., r ? 9084 Proctor 31vC. SuLt .� _ 9E RU35N ,Nc. 30X ? C i.. _ D” OR 9705.5.-:1377 _ Sand OR 970 5 JOE N0 �� , , SAN TIGARD.OREG'O y, .- ^ ;5::5; Soc -5?:,7 (JCS) 600 & -855C (N�S - Ni �- .7.''‘''`' ,,= — = we ■ F. 120' - (SIDEWALL) 16' -0" r 14' -0" 1 14' -0" loi 16' -0" 16' -O" )•d( 14' -0" D1 14' -0" 1►1[ 16' -0" I I I I I 0. COL'S AND 15 5 r 16 ¢ 04, CHANNEL , 8 4 FRAME 19 CHANNEL 20 FRAME 21 d CHANNEL 22 d„„ FRAME • i -- ..e . I ` @ COL'S ink TYP. @ \ - ,, i ! \ /, i I : ® 1j 7, 9 , � FIREWALL , X -BRACE X -BRACE I i r 18, 20 I `` �/ I I `\ , / i (1 PER SHEET W 7 LL c + AND 22 z• z\ 4 2 1 /2" FROM CL A.B.'S .- 2 1 /2" FR CL A B.'S - 2 1 /2" F ROM CL A.B. "' 3 �p d t (1) HR FIRE WALL _ I� TO CL CHANNEL _ TO CL CHANNEL _ � TO C CWWNa L 14 PER SHEET F1 i �✓ �� r r i r ^� �� F1 ' } ' � v/ 1 1 J • i 27 . ( —�-- " -- 28 e I i 23 • [ ' . TYR. RAKE ; O ! • 7 1 67g fia < . TYP. DET. i � • r r • D ETAIL @ 3 • ' 1 OF FIRE TYP @ HANDICAP RRM FIREWALL J `� J INT. WALL r r (PER SHEET HC1) I 2 X 6 INTERIOR G I o F1 WALL @ @COL52, Z r N I FOUNDATION � � UMBER AND LOCATIONS PAR'TTiION WALL Aft ' �i— %......---.- ^ ��/ ' � - i PER OWNER TYP (3) LOCATIONS O EXPAND SLAB FOR 2'-6" SQUARE X 10" _ J I __ r- -- �- v AND Z3 -28 3 13 ( FOOTING WR'H (2) #3 BARS EA. WAY, \' • ' r : i I ' ' ' CD - : PROVIDE 3 I ! " MIN u. kR FROM BOTTOM i � � -- e •. I : 24 I -- ; -i- c' O OF FTG. CENTER FOOTNG ON COLUMNS. i -- I ..7_.........___/.../[.. ' \ • r i - -- t \ • 'TEND AREA SLAB WIRE MESH 6" MIN. - - �` , / __- ROOF X- BRACING -- J m - " . ,' . ROOF X- BRACING • INTO FOOTING. @ =L'S 23 -28) , I \ r ABOVE I \ / ABOVE ! X -BRACE X -BRACE X -BRACE SN @ \ ��X -BRAC • i �_ - X -BRACE �' @ i \ COL'S 6. / C I � C I SLAB � . . \ 8, 10, 17. . . ` EDGE 1 1 1 0 I O • ©i 7O 19 AND 21 6 r (1Z 1 __ - -- - - - / 14 X 1 • �.�� 6' SHEAR PANEL -1 4 _ X 3 �L-T j X 6 4 X 3 — , _ 4 V X 3 3 X 6 P... - X 3- c o ,@ COL'S 4 7� t r WINDOW DOORS WIND 24 EXT. EAVES 14 X 14 WINDOW ODORS WINDOW 1 4 X 14 $ AND 12 Ni OVHt TYP. (_, P -S THIS WALL ONLY. D R OVERHEAD DOOR 1 ( PER SHEET 2) (TEMPERED ( TEMPERED (TEMPERED (TEMPERED 44, �.� GLAaNG) GLAZING DOORS GLATUNG) GLAZING) DOOR 0" -- --- ENGINEERED FILL: Q NOTES: � ' FOUNDATION p LA N 1) OWNER SHALL PROVIDE THE CITY OF TIGARD W/ A SOILS INVESTIGATION REPORT. jc(4)( / 1) - L .... (�X - COLUMN REFERENCE NUMBER NO SCALE 2) FILL USED FOR THE SUPPORT OF THE STRUCTURE SHALL BE AS RE BY THE CITY OF 2) - 2 TIGARD STANDARDS, AND MUST HAVE A MINIMUM OF 1500 PSI BEARING PRESSU c ��, f,C� ` 3) - / ---- _ <�C r 1 4) REV. 12 -19 -95 GENERAL NOTES: - G,' .41 ` 5) ADDITIONAL INTERIOR WALLS, CEILINGS, STAIRS OR OTHER FRAMING BY OTHERS. REMOVE LOFT. _ , 7 --- 1) PROVIDE A 2A TO BC FIRE aTINGULSHER IN EASH TENANT SPACE IN A CONSPICUOUS 1 •` • �----- — _ SHE rr S7 NOT USED LOCATION WI A SIGN PLACED ABOVE EACH (NFDA 10, TABLE 3 -21) - _ _ REV. DET 1/3 AND 1/4 2) THE BUILDING OWNER IS RESPONSIBLE FOR THE FOLOWING INSPECTIONS: /\. A) FIELD WELDING (IF REQ'D) JRE.,�N % INSULATION: TENANT IMPROVEMENTS: 1\ REV. 9-6-95 B) REINFORCED CONCRETE , `, , C) COMPACTION REPORTS FOR ENGINEERED FILL ' ,�; .� +��<'` WALLS = R -11 SEE TENANT IMPROVEMENT BY NICOLI \ CEILING = R-31 ENGINEERING FOR- THICKENED S ►AB INFORMATION \(SEE SHEET TI- Dv LC .37 _ __ !tip., �A Ti #3 :UILDING ASKz - ^_I�ee -1.1 ;, � -- _ LE 3 U _ -1-a S:,N 2Y. T: -___ -_ TIGARD. OREGON Sa ^'^y, Dr: = TEE :,F ND � S � Z -14-O . . - , - -_., Bo c- EU!_DIN;;_ -.- I •-L / ;;I�•:5:'�' c w -` = S I N7 NOT=..: SEE GEENERAL'NOT.S ( - , N1) ROOF PURLINS (PER SFE T Ni ) EDGE STRAP PER DETAIL 2/2 FOR ROOF AND WALL PANE_ INFO. TYP (4) PLACES . I I • �, I • - r 2 . ■ � ' , ,, , , J • 4 ,.' n , i ! . t--1 r.�! r O. ... ... 0 J u -- ii -" .a, • : E I 1 I H- :.A. . SEAR PA/Na WALL G1RTs --\ AI ROLDOWN, TYP. (PER SHE. T N1) EDGE CF PLYWOOD .- .S Ma � Wes+ 1 Aga TRACK. (4) PLACES PER S4 S PANEL • DETAIL 2/C1 (Ftygt T NO P ANEL P ) RAOC TO OUTSIDE ED OF BLDG i ; • � � vvr�ERE SMEAR 1 'r \ ATTAO -I PLYWOCO TO TRACK WITH #10 S-iACr� AREAS INDICATE 1 SCREWS 8" 0.c. ATTACK -I TRACK TO EDGE DCTF_Ni OF PLYWOOD ma PURUN PURUN WITH #10 SEWS i 2" O.C. tN TOP AND BOTTOM RJVM. SEAR WALLS, TYP. @ (2) LOCATIONS. DBL 2 X BLOOD CSt 6 CONTINUOUS STRAP . DCL GIRT ABOVE W/ (3) #10 SCREWS IN EDGE PURUN 21,AR WALL NOTES; DOOR/W�DOW NAL. AT 3 O.C. IN BETWEEN- STRAP 1) USE 3/8" PLYWOOD CONFORMING TO ASTM STD. 25-9. TRIM 1 /2" MAX. ims IS NAILED TO OUTSIDE OF PLYWOOD. OFF OF OUTSIDE FACE OF GIRTS TO R' SS PLYWOOD @ SHADED AREA. A A SE ELEV. 1/2 =OR NUMBER OF STRAPS. 2) AT SHADED AREAS, INSTAL- 6d NAILS @ 4" O.0 @ BLOCKED PANEL DGE, S, DOOR/WINCOW OP`- 4----. 12" MIN. 12" O.C. NAILS TYPE TO BE ' =MMCN' OR GALVANIZED 'BOX'. '� NOTE Y SHOWN • IN ►. 4 ,�� 3) ! 4OLDOWN STRAPS TO BE INSTALLED ON EXMOOR SIDE OF WALL 4X DOOR JAMB _.� I S E DETAIL 2/C1 FOR ADDITIONAL HOL OW N INFORMATION. 44• # • , t — 40 - .., A 2 SHEAR PANEL EDGE STRAPPING casimatt Allik SIDEWALL EXTERIOR ELEVATION 2 ALTS s 4-410 't.' v NO SCALE � �\ 3� ' WEB STEEL SAL`, INC. E 3Y LC .I� _ r r CA TILE #3 BUILDING ASK4 Engineering, Inc. 9 E RUB_N LANE, BOX 9 39084 Proctor Blvd. Suite 'C' D AT= 9 -1 - 5 p �t ' SANDY, OR 97053 -3377 TIGAR ®, OREGON Sandy, OR 97055 TEE JOB NC . `f5ZZ— 140 :303)668-3257 (503) 568 -6550 BUILDINGS .. '7 OF A 0' V !S ION OF WEB ST SAS. INC. 1 a _ _ _ „ C6 X 8.2 INTERIOR RAFTER (PROVIDE PURLIN BRACE ONE 3 SIDE @ 1 1/2" © 5 3 GIRT BRACE i'L' 0 2O' -1 3 /c" \ '@ 12' HT. S 2 L 1 X1 X. 109 —� (PER SHEET N1) 4 STIFFENER S 2 1 2 PEAK � 2 ,_ Q „ �rp. Al 3 ^ a / S 6 : A A\ V ��- .r �_ a ,' 1 lab. ��' - - � OPP • r , SYMMt• i r ICAL I 1111 \ . ,/� i [} A / ABOUT A . f 1 v K`Y r \ LOFT LOWER CHOR :•..:..3)3X.1873 - /' = � INNER G._ %' i A ( 2 � 5= S. N1 OUTER 873 \ ....----N---_ ) - `a 1 S . FOR P'JR_IN 7nACE 4..._1 r X. i � 9 . : / I i.o.// ,t---Auve.. -, , -,,,, . p - r . ,. \ \ . \.1 T .a z • • _ .. CONCRETE n I I FL.:./...,.... ._ ^t r FOR GIRT BRACE X � n.: WALL GiRTS - X -BRACE (PER SHEET Ni) (PER SHEET S4) i 3 , / 1 NOTES V t 1.a= BUIL LIP C S A 1NNE A T D?EN OPENING. 'S < L 1 X 1 X. i Q° WI-2-7-,,E. GI:77 BRAS :: %•RE NOT POSSIBLE AND AT LI STIFFENER - T 2' O: '.+.5 W!r1Z.". SIDING WID = •S_= =S = :5r SAME Si` ANGL_ 1 -' j '-' r .z.A..'.. G ANA:; i t BE. = 1,4..-_. WM.: LONG / REV. 12 -15 -95 _C IN ; ,` • r PANE Or .= FRAME. - - / �1� FOR WELDING r QUIR. ME..N i 3 S== EriE S S3 & j4. �� P • ir � , j 4. TOTAL LOAD = Su PSi: WIND '_O:.D = 70 M ?::, 'C' ESP. 0 No KALE , c ' /'� �` ' S '' I S. FRAME SPACING = 1 E' -O" Ei4DWALL INTERIOR ELEVATION ! ~ 4 £ <• I ` `o � ' '� 1 TOTAL FRAM`,,,,,r-.;C-' a E,? - a \ f FRAME HALF NO 5:ALE �...) WEB STEEL SA` E INC. CASTILE #3 BUILDING JJJEB L ASK4 Engineering, Inc. 3 396 RU?EN LAN=, 3 CX ? ?408 Proctor Blvd. Sure 'C' DAT' 9"1-9. 5 SANDY OR 97055 - 9377 TIGARD. OREGON Sandy, OR 97053 T J DE NC. �S �Z - 140 503)66A-3 r V / A ..IV :° ION ..= W! e� 5=.:.:.! 'NC. C7 X 9.8 INTERIOR RAFTER (PROVIDE PURUN BRACE ONE SIDE @ PEAK) GIRT BRACE - ' @ 12' Imo. ® 1 (PER SHEET N1) f 1 1 2 / 1 1 ® f �.- -� 3 // S 5 S 6 Adift,......■ __.. „..- igga gillidmi liiimi f,,...... SIM. Itl ONNWanka IP' " - \ i WALL GIRTS X -BRACE (PER SHE Ni) (PER SHEET S4) REV. 12 -19 -95 ( T\ INTERIOR PARTITION ELEVATION 1,...- °` r • #1 389 lj, 4 NO SCALE /1 -, -��� far J /I• 1i .. ORE 1.4 y 1 2. ' M. 1_\ 3 NC. STEEL SA ` ' CASTILE #3 BUILDING ASK4 3Y LC r:� :nginecnng, Inc. .37396 RL =N LAN=. 3CX 9 39084 Prcccr Blvd. Suite 'C' SAT, 9-1-95 SAN: . OR ^ �; -92, ,, TIGARD, OREGON Sang, OR 9705 ) TEE JOB NC. ' (SCE) 96-8-c.:: _ J LD!NG3 .,DNlS :ON G 5. IN.:.. 1 NOTE 'NURLON' BRAND SYNTHETIC FIBERS MAY BE SUBSTITUTED 7 • FOR SPECIFIED WIRE MESH IN SLAB, PROVIDED THAT FIBERS ARE MIXED / ' \ INTO CONCRETE IN STRICT ACCORDANCE WITH I.C.B.O. REPORT #4569. ` / �4 CONCRETE TO BE POURED ONTO MINIMUM 2" OF 3/4" MINUS GRAVEL OVER �, UNDISTURBED NATIVE SOIL GRAVEL MUST BE COMPACTED TO 95% OF THE / MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D698). ti f BARS (PLA= AT LEAST ONE TOP BAR OUTSIDE 3 1/2" NOTE SEE DRAWING 1/2 OF ANCHOR BOLTS AT FRAME AND COLUMN BASES) 01 FOR SHEAR PANEL MATERIAL /---- INFORMATION. o X 6 - w 1 4 x w 1.4 WELDED WIRE , 2X MB GRADE ' MESH — LAP SPLICE 6" MIN. Q DOOR JA r "' 4 X JAMB STUD i 'SIMPSON' H PAHD Z.1. 1 1 VARIES I / x x x x J r,"+ OPENIN . • HOEDOWN STRAP (INSTALL. �• • PER MANUFACTURER'S • f DIRECTIONS) • I i L.. ' CONCRETE I `, I I FOUNDATION i _ a i 74 7: 7.------4 i P T. SILL PLATE WRN 1 /2" D". ''�' : : �� - = ANC} !OR BOLTS @ 3' -0" D.0 MAX. a ' ` = ' -` I (' ) MIN. . ®� `� j • r �"""'-\ =�= I / irx a = .. :c� [ I LOCATION: IDTH DEPTH i r► •� : j � TOP BARS I BOTTOM BARS 1 i UNDISTURBED __............„...ipmcmal-- i i ; / i SIDEWALLS I'7 " 1 , ( I ) - 4 I ( - L ) - # 5 1 - 'V= SOIL WIDTH i.._.. ` I i ENDWALLS 1 2 ( l ) - # ¢ ! ( l ) - # 4 (-76 M07 : rflCrxl CONCRETE c AS REQUIRED ( SHEAR WALL HOEDOWN DETAIL PROMO= 'AN. OF OONC?.-= C 1 ''"` NO SCALE ; p COVER ON ALL ANGIOR BOLTS AND -- - .1, ' AT SURFACES IN � ` �� •c - y � . - - i y %: ON T ACT WfT;� SOIL 7 - i., ���� EDGE OF SLAB DETAIL �• _ _ . NO SCALE ee\ /. I•.•?- Lc WEB STEEL SALES, INC. (' � ASK-? Engineering, Inc �" 37396 RUBEN LANE. 30X 9 � L ✓ I N G ®E - I .� IL _ 3.90 84 Proctor Blvd. Suite ' C' ^' _ - ° SANDY. F OR 970S5 -9377 Sandy, OR 97055 _^,.,3 No - -.7' G ;503) 668 -3267 (J03) 363-6.55.0 BUI SRi D , Dnnmom Oc wet STEEL :xrs IN OUTSIDE EDGE OF BLDG/SLAB TYP. CLIP 7�� PER SHEET N1 2 USE: L4X4X1 /4 @ 2A/S1 WALL GIRTS I ® L4X4X3/8 @ 2B /S1 4 3/1 6 _ �_ . __ It A L__ . ' 1 MIN. (2) #10 PURLIN CLIP FOR SCREWS INTO ROOF PURUNS PER 7 /8" DIAM. HOLE FOR 3/4" DIAM. EACH WALL GIRT SHEET Ni X 6" EMBEDDED ANCHOR CORNER PLAN VIEW m CORNER COLUMN BOLT -TYP ALL CORNERS A N c FL /4X3X3 je A.E. 2 1 /8 ® ..----'....---'--"°". \ 0 1 2 ANGLE CORNER 1 S 1 1 ENCLOS` EDGE PURUN .� ' SL DG SAVE HT. CD W WITH 18ga TRACK (ADJUST TRACK --r^ Ct A.B. = Or BLDG/SLAB FOR SHEAR PANEL) 1 1 /4 f „� �' �' 7 1 /2 C _ A.B. 3" _ I I �.- f - S L2X2X3 /16X6°LONG I r �, »���� W/ (2) 1/2' DIAM BOLTS '` f . i' I. f f �■ r . \ ,._...__.- - , A.B. ti \ \ I il 4 4: k # I A ' '�! STEEL 0-IANNEL �/� ���•���' -� 1/8 V ENDWAL_ RAF' - i ER 6 Jii7€„uit , A `in ; * v ,•.. ( 1 �, 30, t A.B. s 'r . ac 0 1/47 � — L3X2X3/ 1 6 X3" LONG-2 PLACES WALL GIFTS PER SHE::, N1 ■ 7/8" DIAM. HOLE FOR 3/4" DIAM. NOTE: 7 an:, PER h-� , S 3X3X X 6" EMBEDDED ANCHOR GIFTS AND CLIPS SHEE=T N1 �� CORNER COLUMN BOLT -TYP NOT SHOWN FOR ( \TS 3X3 CORNER / can r - SEE N1 � � CORNER FRAMING @ ROOF S 1 (� CT U S �) FOR GIRT CLIP. S 1 v �°' 'DET. S1 (6" STEEL) WEB STEEL SALES, INC. ASK4 Engineering, Inc. BUILDING DETAIL 39084 PfOCLOf BVd_ SUttE 'C' Sandy, OR 97055 ?E JOB NO. q ZZ- %40 (503) 668 -3267 BUILDINGS (503) 068 -0550 � rim. .C. sFff S i of I 1 1/4" • PURLIN CLIPS , 4' 1, q-• PER SHEET N1 1 1/4" 4 1 " ~ 0 4 1 �� i il 1: 2" A - ter (4) 1/2" DIAM r ,,� r - E ANN A -307 BOLTS WIDE E F GE STEEL ENDWALL RAFTER ER �/����� p,����� ENDWALL ..- END COLUMN ''�� 'C' 0-LANNEL ENDWALL A RAFTER (4) 1/2" DIAM 1 yy(pE FLANGE ENDWALL COLUMN (-307 BOLTS o ENDWALL PEAK DETAIL @ COLUMN (IQ c-r i� (SEE ENDWALL E =V. - FOR BRACING REQTS.) 1 1/4" 4 ENDWALL COLUMN-TO-RAFTER DETAIL S2 I 1 T x r - OUTSIDE EDGE OF GIRT / BLDG / SLAB �' - - 1 " 1" , + _ 11 4 11/2" 5" � 11/2" II GIRT Jr.. I I —07-01 ! ~- T 1 1 (2) 7/8" DIAM HOLES; ' I 1 •- (2) 1/2" DIAM 1/4" X 4" X 4" FOR 3/4" DIAM ANCHOR t 1/4 X 6 X 9" A-307 BOLTS, . BOLTS WITH WASHERS EACH SIDE EMBEDDED 6" C CI W 6 X '-iAlVNEL ENDWALL • , / � � 1 N 3/1 6 3 END COLUMN RAFTER ER c Y143 t% TYP @ FLANC _ . ?(- j• 3/ 16 V 1 TIP. • ENDWALL PEAK DETAIL � 4 !! �- 3 W 6X END COLUMN BASE S2 - ` 'H U. tw WEB STEEL SALES, INC. ASK4 Engineering, Inc. EB BY LC 37396 RUBEN LANE, BOX o BUILDING DETAIL 3 9084 Proctor Blvd. Suite ' C' DATE q - " 4S SANDY, OR 97055 -9377 Sandy, OR 97055 I JOB NO., ` �7 - "' (503) 666 -3267 BUILDINGS (503) 668 -c550 �wosNIB ss�s�svc SRI S2 CF A av ® "sax u\ ,; i .,1 ;,....- , i - - �•� A A A. 1 ` — . i 7 — P`, I t ...---• FRAME OP t 1 U 4 — �� CHORD AM T O WTC° 04300 �� SZE CI 2" WM EA. 9C BLDG TM. CHORD SPLICE EXTERIOR 1- - e ` PT. 'V \ NCI SCALE 3/4" DLA SOL. Bar 9 r Ni FOR GitT AND GIRT MP NM CLJP PT. 'C SEE N1 FOR TYPE • � '� . IP AND C4JTB L6s5 �\ 3/16 I 7 7.41 - 3 . ..;-. ON z i_ e i (Ty p ) ALL a EDGES. I �` O "dER A 3/16 PD 3/4 t :A 3//f. ALIGN THIS L X 3 X 3/E�'\ 0 EDGr WITH mil BUILDING FRAM \ , i i FT'S. TILT' L1 X 1 ANGLE FOR �� � /�}r� ' �•. PURLlN BRAG 3/16 T. .. t- � .. iir MA IN TO l Z C�M'.R ON 130770M � 7 TS.'3' &' C r CHORD ......a. -- ,. PRESSURE TREATED ! 1 A 1 SILL PLATE, 71'P. �— I S i \ V P 4» ; Yp /� � c7.^,' -.NQ BEYOND I y w / (2) 3/4• Q , i ' NEXT ?Ale. PT. ._.., ANCHOR BOLTS B/ Ci LAP SPUG� 8 a ' EMBEDDED 7 ' NW. 'N/ 3 /!fi ° �� , _ �► ` wit INTO =NCitFT: � Rua-1- WE L Q 0 + I Q ° Q FT. 'A' �► FT. 's MM.3 ° �3 FRAME PEAK DETAIL - ' I� T°, M C1-10R0 J ' 4 ac c a L.� ° V NOTES : 41 !� o OONCR`� lr / to IFS LEG /4' JFFScT C3PC AT10N C1) L (Cr J,1MN ) Q 0 o (SEE SI f '4 X 3 X 3 / S i 54 FOR , ` • 5• , ire' - 5 7 /2" I 4 (BOTH SIDES O F WET �'G NOT 9�OWN. I ► I 3/16' PLATE iT-71 - ` COMEC"'.ON) - X 8• X 4• 0 ° Q ._.t+l i ER ON UM 3/4 BOLTS 1 � ' - i 4 POINT 'A' _ (CENT FRAME • • _ .. ALIGN E • LOCATIONS 9 iOWN. 0 (CII4T'�ED ON 0 Q OCJ i 6t .�i WrH PT- '3' WE: L3�s7H5 SHOWN 3 BASE PLATE) - 30L� (=IAN) � , ARE TOTAL :_e46-1-45 �— _ �— :� Q�,O 1 to JOINT. ADO WE Vv a ,, I ' TO BACK OF MEMBER 3' r` 4 . #1 ' l5 IF �QUtR. C _ l ' 1 4 �-' 3/e. RATE X 8° X 9° 7 .. f� sF )� 1— = 1� ma., 111/ 1- DiAmETER 4 4 y •510" 2 FRAME EAVE DETAIL Notss.TTP. b / i RAM E 3ASE DETAIL � �h ha. t.‘ °� S 3 N0 SCALE CA BASE PLA t DETAIL No SCALE NO SCALE 4 .40.16, C c 1 � WEE S EL SALES NC. ASK4 E nginee ing, ince EB Er LC LANE � BUILDING DETAIL ?9084 a 51-61rIEEL __JAM 4'' -Q 7 ��� � ;L....�I _ .. Proctor Blvd. Suite �. 4 EA N " ;7`..'.= : ; OR 970E3 V Sandy, t . : � E NI 9SZ2 - t . 257 5.1‘.111-ZIN -- S3 O^ (503) O®S-CSJO A MASON OF We >S.� SALM PC. C PURLIN I NOT WELD 'B' WAD DURING INITIAL X -BRACE INSTALLATION. TIGHTEN CABLE SUCH THAT NO SAG 01RS. THEN TURN NUT AT ONE END AN ADDITIONAL 1 �� 0= IRS. FULL TURNS. FRAME CHORD _ WELD 'F MEMBER 2-1 2 CUSTOAER SHALL PERFORM PERIODIC INSPECTION OF ALL X- BRACING ZTIFFENER NHS; CABLES TO ENSURE TAUTNESS. IF CABLES HAVE LOOSENED, REPEAT INSTALLATION PROCEDURE ABOVE -,`_\ \ - H a (5 FRAME 6 , `-- TOP OF FRAME (OR HALF DRAG.) 2. TOTAL WELD LBrGTH AT BLDG. FRAME COLUMN @ SIMl CC)NDITION) W ' I THE ENL`S 15 THE SAME AS � o i 1/" `, ` 45 'ROCKER' WASHER � MIN. I I i , REQU 2/54. C l ~ L413 3/8 X 2 1/2" WITH ' `� ,C 3. WELD 'E' ONLY REQUIRED 2 -12 1 1/2" SLOT FOR EYEBOLT FRAME JOINT AT 2- MEMBER CONN. FOR L4 X 4 STIFFENERS. 3/16 5" TOT FWC FLO -LOC TACX WELD AT OTHER qb STRAND GRIPS FRAME DIAGONAL ANGLE SAS. EYEBOLT I � � 4. DITEND STIFFENER BEYOND WITH NUT FLG -LO:. CABLE PANE.'. POINT SUCH THAT � c SPECIFIED WELD 3 1 CHORD STIFFENER WELDING Ls PAST NT. \ \ V < WELD ' C S 4 IC =ALE , 1 \ 111 §11‘ \ 740 NOTE A AQi AT as Or COLUMN AND AT ROOF X- BRACNG IN SIMLAR MANNER lir WELDING REQUIREMENTS / \ 1. CENTERLINES OF WEE MEMBERS SHALL ASSEMBLY DESIGNATION 1 .- l AS SHOWN. AUGN AT COMMON POINT LO: LOCATION / EYEBOLT I GRIP LENGTH CABLE . 2. FILLET WELD LEG SI=TO MATC3 -I �A CHORD ►i � t /2" � WEB MEMBER THICKNESS. ALL FWC 250 BA MIN. Waao , 2. TOTAL WELD LENGTH AT 1 /2" DIAM I 19 1/2" LONG I 1/4" DIAM ✓ \ LA END N NOT EXCEL 4' FOR L 1 X 1, FWC 375 BA FRAME JOINT AT 3- MEMBER CONN. 5 1/2• FOR L 1.5 X 1.5, "FORL2X2 �Qr " DAM � 2E" LONG 3/8" DIAM 4. WE-DING SEQUENCE r I S/8 ' WELD 'A' FIRST, WELD '8' a GI f 4. �, . SECOND. THEN WELD 'C'. d 143$9 `` � � . \ FRAME WELD CONNECTION E. CLIP CORNER OF WEB MEMBER (1 ► \ X- BRACING CONNECTION DETAIL - As REQ'D TO ArrAIN SPE =RED �l;J Q 4 , 54 ,.. i NO SCALE WELD. WELD ON BACK IF MN. NO SCALE NOT POSSIBLE" ON FRONT. • T' -4 5 �4 ' ' jS 30 . °" NOTE: ORIENT DIRECTION OF 3" LEG (WITH CS ' �q °(:??' HOLE) TOWARD WALL GIRTS, NOTCH BACK OF • GIRT 3/4" MAX. TO RECESS X- BRACING CABLE. WEE s= �) 1 ASK4 Engineering, Inc. JJJ EBb sY LC STEEL SALES, INC. a U! L G D ET A I L .7396 RUB EN LAN`. sox s 9084 Proctor Blvd. Suite '"' DATE SA/NC`', OR 1-77.2 :-.--S2.77 Sancy, OR 5703E TEE .;O$ NC. � C —14-.1—, :522: 666 -3 25' BUILDINGS ;503) o 5 — 0 . onn9a. oc aEe sm. sx.rs K s rr S 4 or PURUN CUP FOR ROOF PURUNS PER SHEET N1 I ./ OUTBID= AT; TYP. 3R 7 CJP OF 3UIL7fNG -- =AV= 1— . �1 1 /4" � 2X d 3Fc ; S I + MIN. (Z) r10 * II 1 2' I — i S �WS INTO I ..... -1 WALL GIRT CORNLFR -r COLUMN I C 7 X 9.8 INTERIOR CORNER PLAN VIEW V ' /8 V RAFT-0Z A A I 1 I 4 , �G l 4 4 l . • 2x6 WALL GIRTS 4 #14 .�_ @ INTERIOR WALL ' - , _ 1 , iir • GIRT CJP PER ' '11. ` SHE i� N1 COLUMN 016".601 A 4 ' 4 CORNER FRAMING @ ROOF �`�' M. -. ` ' � ASK4 Engineering, Inc. 5W EB1 BY LC ='� sTE�L SALTS, INC. BUILDING DETAIL .:7396 RUBEN LANE. BOX 9 3 9084 Proctor Blvd. Suite 'C' DATE 4:1-i ! s • SAND. OR 97055 -9377 Sandy, OR 97033 . NO. =� — "e- ;503) 668 -3267 _ _ bd_ BUILDINGS sr-7 S S CF ■ (503) 5-6550 .4. orvIsioN Og WEB S'TzS6LFS RC. o % f' ' / • L r � MIN. C2) '10 SZREW7 (NM A-! WALL $irTT . C CORNER PLAN VFW -- 15 gr. TRACK FAA "MONO • . ( W I T H 1 1 /2" =LAZE) • " 6 A !b at C....7-7.. 1 /?'' PUP.'. .N 0 2L' D..., :, b A t b rm. I�7 ON F� ks,C O viz-.! OVER FOR COL"- :-.7_ . a =tC, FRAM: C= 1 5/r AND (,.�) -10 :r.r W SINN. TO a'., r' IN) !, 7 7 :ti.. -', wt- TO f A:...1A WEB 0 FOR :2) • 10 W T C2) s 10 SZPZWS SOn.W ?L?..14) iY ?. SIFT =I? E S-`= , N1 ?..RLWS a 2.0 L'=. = 4 2 X 1(o @. JE ?U.:I N 042 X I to 7L.F.LIN vt/17- !" =% 1 5J ANA") 4 C WTTI.1 1 5 FLAN;) ESC ViarS DIES: 70 A771.0-1 1 . TO i_RSIDN M WiTrl ' �.:r LA i11. i / C.2.) a1 0 ;ZREWr, TT?. r�I \ Y� --' ''. \ . li 1 ! 2: ...---"" ---.-- + "' \ _ ....-- - - - i �I ,.....4 V l �11y1 - -� t /L I Ill . t rt ....... i r\ei... TIZIZFINiP L2 X 2 X 3/15 X .E"LDNa • w/;.2) ilam' ' I ND W �AtJN� I I v JWAL RAP 1-.r� /° V — NDw�OFME I I . PLiFil.IN D1ric t'D I II : N . _ ..... ...■--i n , 4 0) kq-:#143,a9 1 ' a1rcTT5 -. A ,— — �R1sEr, =WIN . • a C rin* ED EA VE @ /"'iii 5G •DC7.24k- DED EAVE . BLDG. F R A M E NO (o tIDL 560 pm : �}y M ` \V I `"1^ ^- " EN S^�� I N:. BUILDING DETAIL a � a K4 Engineering, inc. - 4 s 1 -. ;J I-.' LAN:, Ezx g Blvd. Sate I .� -1 I zAI`W", OR :7_.L- y, OR 6'P' 1 .:Dr h^_. .94. ?Z- I 4.0 1 = ---2�- 5c3 " :INE., �1 �/ 1 - � SC, -I. GLULAM BEAM GLULAM BEAM ENDWALL COL GLULAM BEAM CORNER COLUMN ENDWALL COL I I 1 i ii. . ... SiM. 1 /4" PLATE X 6" X 9" I I I I 1/4" /4" PLATE X 9" SQUARE " I I I 4eV"--1 * * [' #14xzs"SCREWS * I (4)x14X2..5"SCREWS 6 7,47A ____I @ EA. MEMB a 0 Li w U . . / O •7 . 4. _ = oi� � it r.r � OI U I � ,!I , I I' ' END OEGLU 1 ot4X 3, �, I 1 / 4 L4 X X.375X9•' AND1 /4 "PLA c ' ` 1/4 J L4XX.3X6u _ 1/2" 1 LOFT SUPPORT BEAM TO FRAME ELEV. DETAIL ' S7 LOFT CONN. @ CORNER ELEV. DETAIL Y . LOFT SECTION DETAIL k. . VP / . ,_,,,,,„\ ` I j' ' ; 4„ it ? , - "1 vs: j V r Y S0. N. / "k \..„ i IL ASK4 Engineering, Inc. Ei3 BY LC ..s STEEL SALES, INC. BUILDING DETAIL -I - qS 37396 RUBEN LANE, BOX 9 3 9084 Proctor Blvd. Suite 'C' q� 4 0 SANDY, OR 97055 -9377 Sandy, OR 970J a JOB N0 7 2 - (503) 668 -3267 (503) 668 -6550 ,oMSwof.�s s. S- OF MIN + 4 ' lit Z -6" 11 ,+ WALL, HLWG SINK Wn '~ 1 ' -0" i 1 LEVER OPERA?' I • , FAU. r.....„ r_x___ -7_1 , ,r. ..............._______ 1 J If- i II , . ( J _ \I 0 ,_ = p....,,r =ie.,: oe 47 , ..4 fl i I a,. .......,..,„ . .... r...,. 0.- e 1 - ter ,. i e„ t.. i ;FL . 8 mat I 1 � , I p 1 Z" 1 'so aar�swee II MAX l r 4:3wee 2C9 1 1 � w... ` Ago GRAB BARS SE DE'. 8/HC' Y \ L. AVP. DE'' B AR COR — I 1. 60" MIN. JNOBS'RUO:'_J SPA= AT LAN. , 0 a FLOOR SPA= SEE DETAIL .:/HC !g - - DOOR . 54 nun tiro 1) INNS'ALL A UNISEX SCI MOUNTED ON T€ WALL ADJACNT TO LAT` I SDE OF DOOR 6C" ABOVE FIN. FLOOR. FINISH. COLOR BRALL. CHARAC S AND PtC'ORAL SYMBOL 12 t 42 nI14t SIGNNAC Z SHALL COMPLY Wrrrl A=IBLE REQUIREMENTS. 305 1065 1 %diet iii• I gairlim.. 2) A PRIVACY LOCK AND AN "OCr.,,'PIW SHALL " NDICATOR SHA SE PROVIDED. P E - tAU5flN Li 1-10T L6 1 - 14A14 50 G P M P E 1z TOIL-S.1- e . (ILI N Al. ,) PROVIDE A MEC -L DcHAUS' SYSTN CAPABLE OF _ ... - _ .. • - _ p, . 0 ( ,. 4 — • �� 4) PROVIDE A 940 HARD. N FLOOR SURFAC WNIC1-I SHALL . ND ONTO WAL A 8 • I 9 (o i ce .� : • / • •, � MIN. OF .7 WALLS ADJACENT TO WATER =SET SHALL HAVE A SMOOTH, MARC, NONABSORBFM .— C1 1 ® E E - • r- . ' �I� � t Ned d �ZIRFAC . A HEICxfr OF a ' -0^. ® e'! °,. c .. — � � � • M143$9 �` Ii . (7 \ "ACCESSIBLE" RESTROOM LAYOUT II a C' ...Lamm NO a aft ...4i SCALE ® °-0-95 t , 4,/ MI, \- 1 ../ E -fP. \z- 3t /c. • _ � __ _ dm, Er Engineering, Inc. �_– -. _te a 1 �r hNi� _ % \M BUILDING DETAIL A!I I � �. 11 /g t111� r . 1 ��,�,; : - ;_ _�- { ..908 P. 31vd 'r° A:..t. :...= r�.:. � �-.'� __ . . - -- -- =NAM= WAL BOARZ INTMOR JOINT =IMPOUND. "YP. A ALL 4TS AND PANE- (1) HOUR FIREWALL CONSTRUCTION: > : was EXTERIOR SIDE..• (1) LAYER 5/8" TYPE. 'X GYPSUM SHEATHING INTERIOR SID` . Cl) LAYER 5/8" TYPE 'X GYPSUM WALLBOARD I i NAILING 6d =LER OR WALLBOARD NALLS • 7 O.C. • BOTH SIDES WAL GIRTS I � V A E STEEL rRAME SCREWS s6 • e" INTO ST A A (PER SHEET N 1) r M, WALL - GIRTS TO BE AT 24" D.C. (OR SfEr ....r. ! SIN.) I !HST AL:- vER rcAL 3LOGCNG BETWEEN GETS • 10'-0" O.C. MAX + + - 1�..- T • * 10 SCREWS • 12 O.C. Pilli - 1 • x 1 • x20 GA, =N711 ANGLE STE£` FitAWE -F �' :::,'.-- FAL° OF BL'3C EXTERIOR - rte' ^,JP WI 1 8ga. TRAOC GCMG - ' ' /.m.... fi ` FOOTING %< (4� S 10 SCREYVS ' EN r ENCL =ED IN METAL . 1 1 8Qa. TRACK SIDING I 1;r / \ ( z --* = SECTION A -A (PLAN VIEW) 1 .: ti.J E L j s • ••• ) NC SCALE `,� - 1 PURLNS • n n. • . . r r METAL ROOFING EXTzJt1CR IN . r AND SIDING '' r ...l • \ G :� ALL RAFTER i • 1 t INTERIOR r E DGE PURIJN EXTERIOR ' � y FNC. ^ SID N / - / � 1 l (111111 SECTION BLDG. FRAME BASE 1 � - � °OC ` C NO SCALE INTERIOR 4. ' �,. 19q Y3� ' G i E.'`7- M. L � � f 0 S ECTION AT TOP OF' FIREWALL t3� FIREWALL SECTION "AT TOP OF ENDWALL OP ,� NC =ALE f, . VI \Y\ L C WEB M SALES, INC LNG FIREWALL DET - IL / ASK4 Engineering, Inc; oATE q -I- `RS 37396 N LA 9 39084 Proctor Blvd Suite C 2 SANDY, OR 9705 5 -s97055-9377 Sandy OR 97055 �a 4;5 ' - I 4 0 (503) 888 -3267 (1) HOUR RATING PER 1 994 U.E C. TABLE _ TEU 17 -1.3 BUI (503) 668-6550 sHr 1 CF . mom ? b fIM s.t PC , I cNTNUOtS WALLBOARD - INTERIOR JOINT =WOUND, '�' ALL JOTS AND PANEL (1 ) HOUR FIREWALL CONSTRUCTION: /� EX ERIOR SIDE: (1) LAYER 5/8" TYPE 'X' GYPSUM SHEATHING ' V r �'� r INTERIOR SIDE : (1) LAYER 5/8" TYPE .x. GYPSUM WALLBOARD r WALLBOARD NAILS ! 7" O.C. • BOTH SIDES _� f ._.�.. _.._...,. ...� =WOUND, NAWNG: 6d COOLS OR WALLBp WALL GIRTS • ' SCREWS: 06 @ 2" O.C. INTO STEEL TRACK/PURUNS .' (PER SHEET N1) E•.L ST FRAME WALL GTRTS TO BE AT 24" D.C A � , A (OR ° COL SIM.) INSTALL VERTICAL BLOCKING BETWEEN WITS @ 1 O' -0" O.C. MAX. rr � —_ —� • , .1 _�I'; r.— " .' : . 2�" WIDE WALLBOARD ./...4 ' PANEL BETWEEN WALL MTS. ATTACH TO STE`�� r�tAM: j 1� WALLBOARD WITH -- —mi f F FACE OF BLDG. a f ; 7 SCREWS 6) 8" O.C. EXTERIOR r' ' __�� -�". r 1 8gd TRACK BLOCKI NG • f CONCiL"tE F C�.1' TtNG r' r G7R i �1P WITH r , r--- -� : ` • �.�- (4} X10 SCREWS r EDGE PURUN ENCLOSED IN } i / 18ga TRACK METAL • / r SIDING ;? .. V r'""1. ' n :.' , . 2 ION A -A (PLAN VIM / I:"' 1 " ` NO SALE Dr ;,..i ° � r PURLJNS • (' a METAL ROOFING EXTERIOR ' / w ) 111... AND SIDING . / • �' =. j .., f r ENDWALL RAFTER ' r CRANNEL 188a T1RA.' ! INTERIOR . P ' . IN ..., • / G IN .. ... , .. _ .� EDGE PURLIN r l ' ENCLOSE W , A lit 1 EXTERIOR ' 1,1 18ge. TRACK ■ / • i� SECTION @BLDG. FRAME BASE , I � INTERIOR r o i F 1 r� SCALE s 41.80 , t , , • E 12-31.-1c, • (T SECTION At TOP OF FIREWALL FIREWALL SECTION AT TOP OF ENDWALL F No f BY LC WEE STE.a. SALES, INC. ASK4 Engineering, Inc. DATE �,_ i3_ A 7396 RUI3EN LAW sox FIREWALL DETAIL 5;9084 P roctor Blvd. Suite ' C' q . _ z 'a"t 68 -3267 �ONE(1) H OUR RATING: GA # WP8105' Sa OR 97055 Job No 2 :503) 665 -326i - { - BUILDINGS ( 503) 668 -6550 SNT r 1 CF ova.rw- sfuL SALESw; I ZX HEADER • • / .\ , ��, 2X10 HEADER �� ENTRY DOOR �� D : 1 �^ I I ' /-- OUTSIDE. FACE - ^ • : 7 STEEL FRA & I I OF BUILDING STEEL FRANC ___ Ii1 i OR COLUMN OF COLUMN ii; r `ir • • K--- 2X1 o s2 HEADER I DOUBL-' GIRT ABOVE 4 0 0 , DOOR WITH TYP. CLIP *. - 0 - -- " "� L4X4X1 /4 X 6" WITH +.— 4— 1 112" LIP AT EACH END OF EACH ! t t" ! (6) 010 SCREWS • = GIRT i I i 1 2" 0 EA. WAY _ �� 2XE 12 HORIZONTAL 1 s t I PfTO ZX10 2X6 S2 HORIZONTAL TYP GIRT 1 N I I , OF S TYP. GIRT CLIPS (NOTCH O ENDS S AS REQ'D) 2X JAMB TYP. TO L MATCH GIRT (END = 2X6 $2 HORIZONTAL NOTE CONTINUE HEADER AND HORtZOKTALS NAIL TO GIRT W/ I = ' 1 2XS #2 HORIZONTAL IOF SLIDER DOORS PAST FRAPE AND CONNECT J (2) 1 6c NAILS) L p (NOTCH ENDS OF (TO NEXT FRAIE IN DIRECTION OF SLIDE. r HORIZ'S. AS REQ'D.) 1 /2" DIAW_ A.E. WITHIN 6" OF JAMB. I E ET I 1� SLIDER HEADER SECTION S�IDER H_AD_P D_ + Al� ( ..-1-• ! 1 _nrTRY DOOR FRAMING DETAIL 2 SLIDER DOOR FRAMING DETAIL D1 C NI o .' t ' N =ALE 121 C ► V c1 NO D 1 NO SALE D S i:. crr JD NO SCALE J 2X4 VERT 1 ' ► ZX JAMB / OVERHEAD .. �, SPRING BOX DOOR OPENING p ( ASSEMBLY TYP. 2X GIRT OR �� i • EACH SPRING + � —' 2X GIRT (NOTCH EDGE PURLIN AS REQ'D.) I 1 I DOUBLE GIRT ABOVE i r4 II DOOR WITH TIT. CLIP BLOCKING OUTSIDE FACE u 2 .._2 ! .., / -i (NOTCH AROUND OF BUILDING AT EACH END OF EACH EDGE PURLIh WHERE I' li GIRT APPLICABLE) OVERHEAD /CANISTER i !� _ 7 DOOR JAMB SECTION ON i D 1) I STEEL FRAM=- 2X BLOCKING 24" LONG D1 NOS II OR COLUMN i ( ) II I II 4-- OUTSIDE FACE OF BUILDING TYPICAL DOOR NOTES: , 1) SEE SHEET 1 FOR LOCATION AND NUMBER i TYP GIRT ��-- DOUBLE GIRT OF DOORS AND DIRECTION OF SLIDE OF g et i � � ... s- .4. C" 1 ►s� SLIDER DOORS. \/�i ` 1/2- DIAM. A.S. r DOOR OPENING 2) MAXIMUM DOOR SIZES: 0.4 - v WITHIN 6" OF J SLIDER: 16 16` C . A .\ S OVERHEAD /CANTS T ER DOOR FRAMING DETAIL OVERHEAD SPRING BOX OVERHEAD AND CANISTER : 14 16� +, ,� . 4 D1 NO SCALE ` D1 NO 3) THESE DETAILS DO NOT APPLY TO BI-FOLD 6 ., TRhFOLD DOORS. �� M. 0 4) SLIDER DOOR OPENING DIMENSION REFERENCES ARE NOMINAL, NOT ACTUAL C J. P WEE STEEL __� I ASK4 Engineering, Inc. By LC �-- SALES, ,N,. DOOR FRAMING DETAILS g � �• R U B E E N :.AFE. 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DUE T LOCATION , - ° I _ 1 TO P�OPERTY L 114E r I 1 I _ - ti I - 111 @ ° - ONE +-TOUR J 0 ASSEMBLY �■ ■ d mimmos um= p 41 - ASSUMED — PROPERTY LINE `-,1 ASSUMED o d p - hi ri 1 C4 U. — PROPERTY LINE = = I $ ffG I II. 07 — t7 — ONE IaOIJR ASSEMBLY DUE \ \y 1 — 0 I I - ■' Q — m p V — TO PROPERt? LINE ASSUMED `� 0 Q k .... ,I = I @ U) Z 4 Ail _ _ i II IW I y o i i H .. I a' ( ® � — 1 i _ milli I = = i I I I I I I I 1 �t I NOT QUIRD TO BE v INGS ARE NOT _ 1 I REQUIRED to BE TECTED p � 1:13 l - BLD ! GI I BLDI I G I DUE 'O LOC[ATION TO ASSUMED W I I I PROPERTY (LINE. �! �� :� 0 .',. \ - - - - - — — — _ 403,00" - - - - (� iv y I WALL REQUIRED T. • WALLS REQUIRED TO 16 - 0 1' W. BE 1 .DUE TO LOCATION i BE I NR DUE TO LOCATION X TO PROPERTY LINE 10 ' -0 ° ,I j, 10' -0'I TO PROPERTY LINE I 1 i 3q-c." 1 4 20'-0" , I M < Q 1 cV -1--- CC LLI A srrE 1..., N Z r . II , 1".. 30'-0" ( V \ ?" DATE: 8 -16 -96 DRN BY: JDA r - CHK'D BY: SET JOB #: 950930 I DWG #: CAMPUS 8 K- i _________. 1____ , . _ ,