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Plans GIRT ABOVE DOOR WITi i . ' I p F T! : ` �� °, C PROVIDE BLOCKING BETWEWEN I . s, Oven , v •d................. GIRTS @ DOOR HARDWARE NN. PTS. TYP. BUILDING INFORMATION APPr �� ApPro a bed in' ..L V. I — STEEL FRAME COLUMN Con dAl de 0 11• I w0 k a DESIGN ROOF SNOW LOAD: 25 psf �0( OnE� t he ; i TYP. C �,�� 2 X 6 HE �- DOUBLE i p EA 81 N o; �p1 =:a ' ��_ i = 4 UP AT EACH END DESIGN WIND SPEED: 80 mph, EXPOSURE 'B' �` l —71 . � TYP. GIRT PER BLDG DESIGN SOIL BEARING PRESSURE: 1500 psf =�' INFORMATION NOTES ROOF PURLINS: 16ga 6" X 1 5/8" STEEL 'C' @ 24" O.C. fob Ad�+tQ��� � � — 1 -7- 7. J 1, , WALL GIRTS: 2 X 6 #2 @ 24" O.C. i 1/2" DWM. ANCHOR BOLTS BSI' � / � S 'e) © A ` ��� ij' 11 � WTTHIN 6" OF JAMB, TYP. v� NS� "u 1 � TYP DOOR FRAMING DE o GENERAL NOTES � F, APpR 5) P N 1 DIMENSIONS R AND NOTIFY ENGINEER REGARD N d S REPENCES PRIOR TO AUGN THIS FACE WITH - START OF WORK. • NOTE USE (1) BRACE AS SHOWN AT ALL BLDG. EXTERIOR 4 J 2. DRAWING SCALES INDICATED ON PLANS ARE APPROXIMATE AND INTENDED GIRT BRACES. USE (2) BRACES (ONE EA TO BE USED FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION SIDE) AT ALL PURUN BRACES. 2 X VERT. STEEL FRAME OR v, HEADER COLUMN PURPOSES. (2) # 10 J 3. CONCRETE STRENGTH: 2500 psi @ 28 DAYS SCREWS / tir 2 X HOR]Z 1 \ 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR '�� L1 X 1 X .109 (NOTCH ENDS TO #4 BARS AND LARGER. GRADE 40 FOR #3 BARS WELDED WIRE MESH SHALL BRAS GIRT DEPTH IF 1 /8 CONFORM TO ASTM A -185 (70 ksi MIN. YIELD STRENGTH). MIN. 30 DIAM. LAPS, TYP. REQ'D) 1 5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: GIRT OR STEEL FRAME GIRT OR I:. PURLIN OR COLUMN PURLIN \ 1 _ i WIDE FLANGE AND CHANNEL SHAPES: ASTM A -36 30 - 60° 16d NAILS 16" O.C. \' '�—� ANGLE SHAPES: ASTM A -36 (WITH MIN. YIELD STRENGTH OF 42 ksi) - • ' TUBE (TS) SHAPES: ASTM A -500, GRADE B. (Fy MIN. 46 ksi) ) .- STEEL FRAME OR COLUMN �1 6. ALL WELDING SHALL BE PERFORMED WITH E70-XX ELECTRODES BY CERT. WELDERS. 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS iie , y L1 X 1 X .109 ga T I TYP qR P ANCHOR BOLTS: ASTM A -307 BUILDING FRAME BOLTS: ASTM A -307 l4 x 4 X 1/4 X 8" es INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT TYP. AT COL EA. END 2 X 6 GIRT WITH (8) DIAMETER PLUS 1 /1 6" INCH. SIZE WASHER TO COVER ENTIRE HOLE. #14 SCREWS �2'O TYP. GIRT/PURLIN BRACE DETAIL ( WAY 8. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO Noscxe I r TYP. GIRT PER BLDG. FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL 4 „ I INFORMATION NOTES ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. (G� X12 SCREWS 3/4,. 2 1/2" 3 / a• t yp. I ( 9. LUMBER SHALL BE. DOUGLAS FIR -LARCH (NORTH) OF GRADE AND SIZE AS (TOTAL PER CLIP) i �_�I ° SPECIFIED IN ABOVE NOTES AND ON PLANS. I L t2" D M SLIDER DOOR FR A�iNG D�TAII� 6.)o-c EO) 10 WOOD SCREW LOAD VALUES CONFORM TO U.B.C. TABLES Z5 -17-K AND -L. PREDRILL HOLES, IF NECESSARY, TO PREVENT SPLITTING OF WOOD. A.B. w .›..4ic 11. ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA. AND THICKER 6" OP JAMB + + MATERIAL, 33000 PSI FOR 18 GA. AND THINNER MATERIAL. FLANGES OF C- AND 2- MEMBERS SHALL BE AT LEAST 1 5/8" AND HAVE A MIN. 5/8" STIFFENER LIP. SCREW 4' FASTENERS SHALL HAVE A MIN. TENSILE STRENGTH OF 120,000 PSI. ALL MEMBER TO- Di (4) #10 SCREWS 13/4" a 1/2" 3/4 typ. MEMBER CONNECTIONS SHALL HAVE MIN. (2) #10 SCREWS, UNLESS NOTED OTHERWISE + ' �— r ON DRAWINGS. SHEET METAL SIDING AND ROOFING, IF USED, SHALL BE MIN. 30 GA. 1/8' : 6 „ 1/8** I r 3, , .6. ;en, MATERIAL. SEE MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. AND • ... ,.,,G G i `21 ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR 3/16• PLATE + I 3/16" PLA � + + i ` 4. #14 .9 • • INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS). t, , CUSTOMER ACCEPTS ALL RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOFING STEEL FRAME OR STEEL FRAME OR 3 " 1 .` ��� �� • MATERIAL USED THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS. COLUMN + + COLUMN + + 12. ALL WELDING TO BE PERFORMED AT WEB STEEL MANUFACTURING. SPECIAL ORSwNi / INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE AND IN ACCORDANCE WITH S ''� r ae. , U.B.C. SEC. 306 FOR THE FOLLOWING ITEMS: TYP. PURLIN CLIP DETAIL TYP. GIRT CLIP DETAIL ti A4. LN 1) STRUCTURAL WELD NO ALE No scALE P - V2.-1 ■ -IC. re WEE i =L SALES, �E, INC. CASTILE BUILDING #B i ASK4 Engineering, inc. BY 1,6 3796 RUBEN ANE 80X' 9 X84 Proctor Blvd. Suns 'V DATE c 4 - 10- 9 SANDY or 97 TIGARD, OREGON fir TEE ®R 970 °2 NO �ti — Z i- 'S ^_'�- ; i E'...1: SIN S E'riT Ni OF — 1. ALL PENETRATIONS !N ENGINEERING; FILL, THE BUILDING ENVELOPE I. OWNER &WALL PROVIDE THE ARE TO BE SEALED CITY OF TICsAI'�D W/ A SOLIS WINDOWS d DOORS ARE INVESTIGATION REPORT. BE CAULKED. GASKETEp 2. FILL USED FOR ME SUPPORT OR WEATWE TRIPPED. 6 0' -0" (S ID E W AL L) 0 OF THE ST}�,ICTI SN,4Lt.. BE 3 /d' MINUS ROCK PLACE M 6' 1 6' -0" 1 4 ' " 1 -0 4' " ` -0 1 6-0" LIFTS COMPACTED TO SE'S IF 2. A 1 -PERM VAPOR RETARDER 4 3. OWNER t5 RE81°ONSIBLE FOR IS TO BE INSTALLED ON THE WARM SIDE (M WINTER) @COL'S 1, TE8TIP6Cs COMPACTION OF FILL. ON ALL EXTERIOR FLOORS, 4 8 AND 11 ORAL NOTES WALLS a CEILINGS L PRDYtDE A 3A t0 13C Fib 1 1 �,. Q FRAME ci 4. CHANNEL 14 FRAME t1MGlt18NER IN EACH TEN�MIT WALLS • R -11 BATTS ,A ACE M A CONSPICUOUS ROOF II R -11 BATTS • �-�— Via'. • • ` O SP LOCATION W/ A SIGN PLACE MatrUtlESQAtIEJSM 1 @ ', 7 II 1 ♦ ,/ S TABLE 3 -EACH (T�IFDA � REFER TO NICOLI S3 AND COL 12S 5 , 14 2 �� 2. TIC BUILDING OAR ig ENCxINEERING TENANT O i S 1 � .� � / (1) HR FIRE WALL RESPOPBIBLE FOR THE IMPROV1 NT Occur FOR ;4' . ,} PER SHEET F1 FOLLOWMCs SPECIAL tNSPECTiONS THICKENED SLAB INFORMATION. SIM. 2 1/2" FROM CL A.B.'S L Q TO CL CHANNEL X -BRACE a L , l D (�BIRED) 0% 1 0 4 C-?- r 1 r ' 3. COMPACTION REPORTS FOR • ' ENGINEERED FILL J • I __ a • I • . f i _ . .. 2 3. GLAZZING SHALL BE TEMPERED. - (1) HR FIRE WALL _____ HANDICAP RRM 4. SEE DETAIL 3 iF - FO TYPICAL : • i PER SHEET Fl (PER SHEET HC1) RAKE DETAIL AT FtRE WALL L OCATION BY OWNER IiF -1 FOR DETAIL OF FIRE WALL . W . • 2X4 INTERIOR 1 I © AT FOUNDATION A ND DE Z/F-1 .. ROOF X- BRACING 3 @ COL'S 2 , p PARTITION WALL ABOVE S2 3, 9, 10, lrFORMATIO TO ROOF I , • . i _. 15 AND 16 ` 9 H. EXPAND SLAB FOR 2' SQUARE — 1 1 74- 1... \ O � � '/ O X 8 FOOTING WITH (2) #3 - � % / • •� ;i BARS EA. WAY, TYP. / r - _4,11 4/ , X -BRACE o X -BRACE o; v T YP. @ ®. 4 S LAB SIM. �,,/ ~��. S ' �Y3 oi .1. ,� ,..._,,, EDGE 7O e 5 �ti M. L ■•• e L ` [.• 24 Eoq . I✓Aves 14 0 X 14 T 6' SHEAR PANEL �— .4 c X 3 D 3 � X 6 �-4 I X 3 o T (t Is W A OVERHEAD PER SHEET 2 WINDOW DOORS WINDO 14 X 14 WALL DOOR - (TEMPERED (TEMPERED 6' SHEAR PANEL OVERHEAD �- ' GLAZING) GLAZING) PER SHEET 2 DOOR 0 FOUNDATION PLAN 8 -4 -qs ADD E.E. ' p�n-T Q O— COLUMN REFERENCE NUMBER NO SCALE NOTE: ADDITIONAL INTERIOR A\ 5 -12 -95 INTERIOR PARTITION WALL WALLS /CEILINGS BY OTHERS. NOT A FIRE WALL, ALL EXTERIOR WALLS EXCEPT FRONT TO BE RRE WALLS. WEB STEEL SALES, INC. ASK4 Engineering, Inc. BY LC ng 37396 RUBEN LANE, BOX 9 FOUNDATION PLAN DATE 3 21 9 S 39084 Proctor Blvd. Suite 'C' SANDY, OR 97055 -9377 Sandy, OR 97055 S OB IVO 9 - 5 2 2 - -0 3 2 /` (503) 668 -3267 (503) 668 -6550 BUILDINGS SHT 1 O A ., _ A DIVISION OF WEB STEEL SALES. INC. 'x NOTE: SEE GENERAL NOTES (SHEET N1)_.. r ROOF PURLINS (PER SHEET N1) FOR ROOF AND WALL PANEL INFO. Z ef-xr. SG FRAM ' EDGE STRAP PER DETAIL 2/2 � � EDGE OF PLYWOOD TYP (4) PLACES ' � ' SHEAR PANEL j 1 - , _ ___,.___i . \ ( 4 1 *---- ......._... .._,._ __. ___ .. ).: :: / CS16 CONTINUOUS STRAP(S) N..1/ :: ' EDGE PURUN (� *10 SG�r.tS IN EDGE PURLIN ............ \_________:-.............„ 4 - �� �' - -� AND (11) 8d NAILS IN DOOR JAMB. :• ",_ „ • DBL 2 X BLOCKING ` � NAIL AT 3" O.C. IN BETWEEN. STRAP �m, 6'-O" IS NAILED TO OUTSIDE OF PLYWOOD. 4 ...•••••... .:•:.:•:-:•:..:•:... ,, DBL GIRT ABOVE SEE ELEV. 1/2 FOR NUMBER OF STRAPS. ■ DOOR/WINDOW __.--..._ •......•........ s II •:::•:::•:::•:::•::: _ 1. --:•:.::: :-.......• ............... mit •••••••:.:•:,:•:.: ----- DOOR/WINDOW OPENING NOTE: PLYWOOD NOT SHOWN SHEAR PANEL 11 " MIN. FOR CLARITY. HOEDOWN, TYP. WALL GIRTS 1 (4) PLACES PER (PER SHEET N1) DETAIL 2JC1 S4 4X DOOR JAMB SHADED AREA INDICATES SHEAR WALL NOTES: EXTENT OF PLYWOOD 1) USE 3/8" PLYWOOD CONFORMING TO ASTM STD. 25 - 9. NAILS SHEAR WALLS. TYPE TO BE 'COMMON' OR GALVANIZED 'BOX'. SHEAR PANEL EDGE STRAPPING 2) PLYWOOD INSTALLATION OPTIONS: A) COVER ENTIRE WALL WITH PLYWOOD, INSTALL NAILS @ N.T.S. SHADED AREA PER NOTE 3. AT NON - SHADED AREAS INSTALL 6d NAILS @ 6" O.C. @ UNBLOCKED PANEL EDGES, 12" O.C. ELSEWHERE. B) TRIM 1/2" MAX. OFF OF OUTSIDE FACE OF GIRTS TO RECESS 3) AT SHADED Y AREAS, NSTA 6d NAILS @ 4" O. BL PANEL 0 P i .� EDGES, 12" O.C. ELSEWHERE. �, I :' 4) SEE DETAIL 2 /C1 FOR ADDITIONAL HOEDOWN INFORMATION. Li w k14• ; 1&& �y Q y30. ,• - SIDEWALL EXTERIOR ELEVATION s � • � M. �`G� • NO SCALE E'ii • i L - 3' -9 A 5 - 4 -45 Rev. NO a-4 -`is WEB STEEL SALES, INC. WEB1 BY LC SIDEWA _ ELEVATION ASK4 Engineering, Inc. -52212-- 37396 RUBEN LANE, BOX 9 39084 Proctor Blvd. Suite 'C' TEE i SANDY, OR 97055 -9377 Sandy, OR 97055 J OB DATE 3 NO. 9 O 9 5 3 2 (503) 668 -3267 (503) 668 -6550 BUILDINGS 2 � A �STEM. S1ON OF WEB ST SAES, INC SHT OF ,. j r 19' -6 1/2" 4 } C6 X 8.2 ENDWALL RAFTER (PROVIDE PURLIN BRACE ONE alk SIDE @ PEAK) 1 ' -6 1 /2" VP 20' -1 3/4" • 0 L 1X1X.109 INSTALL GIRT BRACES STIFFENER -Thi ✓�` Q PER SHEET N1 1 2 ' ® 1 2 /----- �, � 2' -0" TYP. 3 B B ` ® ^ —� 3 Si, PEAK A B A 4 MI D B • SYMMETRICAL '— r te =` OPQ 4 AVE ABOUT in 'N A �. ® KEY -- , - UPPER CHORD..L3X2X.25 LOWER CHORD..L3X3X.1875 O ler ,4 SEE SHEET N1 INNER LEG..L3X3X.25 O < OUTER LEG..L3X2X.1875 . 1 Z FOR PURUN BRACE A..L1X1X.109 � D ® B B..L1.5X1.5X.130 V �' E C..L 2X2X.125 - L J A T.O. .. . o f A �� EAVE. D..L2X2X.1875 CONCRETE E..L2X2X. v. � � � A � '' � ►� F..L2X2X.31 3125 SEE SHEET Ni H..L3X2X.1875 A FOR GIRT BRACE J..L3X2X.25 WALL GIRTS X -BRACE ( PER B NOTE S (PER SHEET Ni) SHEET S4) t L 1X1 X.109 1 •USE BUILT UP C SECTION AT INNER LEGS AT OPENINGS STIFFENER WHERE GIRT BRACES ARE NOT POSSIBLE AND AT OUTER LEGS WHERE SIDING WIDTH IS LESS THAN 2' -0 ". A USE SAME SIZE ANGLE AS LEG MEMBER (SEE 3/S4 ). 2.UNEQUAL LEG ANGLES TO BE PLACED WITH LONG LEG IN THE PLANE OF THE FRAME. 3. FOR WELDING REQUIREMENTS, SEE SHEETS S3 & S4. 4. TOTAL LOAD = 30 PSF, WIND LOAD = 70 MPH, 'C' EXP. 5. F .� a FRAME SPACING = 16' -0" w N 6. TOTAL FRAME WEIGHT = 813 LBS. • 0 � rC- © P ;'"4, ENDWALL INTERIOR ELEVATION vO y ' I #1 NO SCALE -if W FSA FRAME HALF I, ORR No SCALE 44 y30. sN,N M ``G' A t ev. S-4-95 rf c2-3I-#* Q REV. 0- WEE STEEL SALES, INC. CASTILE BUILDING ASK4 Engineering, Inc. BY L- 3 RUBEN BOX 9 Blvd. i 7396 R LANE, °V DATE 4 I v - 9 -- . 7 �7 TIGAR®, OREGON T EE -Z-7-- fi 7395YR OR 9LANE,9377 , OR JOB NO. 9 0 32 « � (503) 55E-3257 503) SUiLDINCS 3 ADAND.'w=? SM. Ste,IC- S'1I Q C7 X 9.8 INTERIOR RAFTER (PROVIDE PURUN BRACE ONE SIDE @ PEAK) e _ • • — OPP. / i ° 7 1 ir !Er I l I H ilk i ftlgo olft 41 141116 „ Sl y r. Irr D i • r , V ,. • 2 X 4 WALL GIRTS X -BRACE (PER (THIS WALL ONLY) SHEET S4) It A G I •� 1 ENDWALL w # • L INTERIOR ELEVATION , itt 4 NO SCALE 4f,4 6 . f r 30. .s . 1 N M.I- tr-r• t2 -3 t qc, Q $ -4 -t5 2ev. WEB STEEL SALES, INC. CASTILE BUILDING ASK4 Engineering, Inc. 5 WEB BY 3i390 nllBEN LANE, BOX 9 Per Blvd. °C' DATE 4 - iv - 9 SANDY, Dn 97CE 77 T I G A R D , OREGON , TEE JOB NJ. 9 ci 2-I.- 0 3 2- . '� S A MGM OF w-� SALE, . (503) 9594550 BUILDINGS 5i-{T OF, , ( (2 ) - # 5 CONTINUOUS TOP AND BOTTOM OF FOOTING AT SIDEWALLS 1 1 ) - # 4 CONTINUOUS TOP AND BOTTOM NOTE SEE DRAWING I/2 OF FOOTING AT ENDWALLS FOR SHEAR PANEL MATERIAL # 3 HAIRPIN W/ 3' CLEAR TO INFORMATION. • EDGE OF CONCRETE - HOOK • AROUND =1 FRAME (DETAIL 4 X JAMB STUD 1/ ) ANCHOR BOLTS DOOR SIMPSON KvsA HOLDOWN 7 ") OPENING WITH *4" DIAM. THREADED 6 - ROD TO CONCRETE AND ( 2 ) 6 X 6 - W X W WELDED WIRE MESH - LAP SPLICE 6" MIN. (OR USE CONCRETE $/ 4- " DIAM. BOLTS COUNTER - SUNK 3/4" MAX. INTO JAMB STUDS # REBAR @ ' O.C. EA. WAY ) FOUNDATION Fly' GRADE @SLAB C.L P.T. SILL PLATE WITH 1 /2" DIAM. ANCHOR BOLTS @ 3 -O " O.C. MAXC =SLAB (31 MIN. VARIE -1 x x x u W Q ..., Z J U AM -7 Yib N cV a ► a FOOTING TO BEAR ON .' `` Q UNDISTURBED GROUND SHEAR WALL HOLDOWN DETAIL O CY V = SURFACE NO SCALE Mill , NOTE THICKEN CONCRETE AS REQUIRED TO PROVIDE r MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS AND REINFORCING • � � --�. ' AT SURFACES IN CONTACT WI TH SOIL W' - .,„N mi, Ao.v. - EDGE OF SLAB DETAIL o ■ NO SCALE Sq y 30. 'C t M . + -�G'� Q 8- 4 - 95 -Ev. Eyr, 12-3, -4c. WEB STEEL EEL SALES, INC. ASK4 Engineering, Inc. W BY LC 37396 RllBEN LANE, BOX 9 BUILDING DETAIL 39084 Proctor Blvd. Suite C' >TEE k a LAi� 3-21 -95 � - SANDY, OR 97055 -9377 (603) 668 -3267 6U1! DINGS Sandy OR 97055 J N0 952 - 0 } (503) 558 -6550 ,0F WEB s S41.1-T. arc ' "' Cl OF___-- • - CONTINUOUS WALLBOARD • • INTERIOR JOINT COMPOUND, TYP. @ (1 ) HOUR FIREWALL CONSTRUCTION: f °' Y ALL JOINTS AND PANEL EXTERIOR SIDS' (1) LAYER 5 /8" TYPE 'X' GYPSUM SHEATHING , EDGES INTERIOR SIDE : (1) LAYER S/8" TYPE 'X' GYPSUM WALLBOARD r _ _ ' .•� AILING: 6d COOLER OR WALLBOARD NAILS @ 7" O.C. @ BOTH SIDES •• • WALL GIRTS SCREWS 716 @ E' 0.C. INTO STEEL TRAC W W �''� (PER SHEET N1) STEEL FRAME WALL GIRTS TD BE AT 24" QC. A A ' ! (OR STEEL COL. @ SIM.) INSTALL VERTICAL BLOCKING BETWEEN GIRTS @ 10' -0" O.C. MAX. r '� '.. 24" WIDE WALLBOARD ., ' • PANEL BETWEEN WALL STEEL FRAME MTS. ATTACH TO . ' : .� WALLBOARD WITH U ' FACE OF BLDG. r 7 SCREWS @ 8" 0.C. j 18ga. TRACK BLOCKING EXTERIOR .' ,,• f ••• bit :' ..- -_ - -, CONCRETE FOOTING .:' .f GIRT CLIP WITH PURLJN ,. I NA------ (4)- #10 SCREWS EDGE ENCLOSED IN • 'J METAL 18ga. TRACK • SIDING . ........--'°v/. • L ! ` •! t' �� SEC TION A -A (PLAN VIEW) ' � ii i r. NO SCALE PURLINS • a t t.'". M RX =!NG EXTERIOR : . i --- AND SIDING �� t^ - r-rt l . i 1 r� r1 •f CHANNEL RAFTER f ENDWALL t,T [- c • `0.0�� AV* :, f 18gG. TRACK 11100 - INTERIOR ` 1 • _ r EDGE PURLIN � � �y� 41 '89` :'a: • ENCLOSED IN r • EXTERIOR 18ga. TRACK 'Well - � t '. 0 /` Imo' SECTION BLDG. FRAME BASE INTERIOR (V '��� o >�a i ° D) • NO SCALE f J S " r 30, , '( e-se. \2 -31 lc. 0 SECTION AT TOP OF FIREWALL 3 FIREWALL SECTION. AT TOP OF ENDWALL NO SCALE El BY LC ASK4 Engineering inc. 37396 RUBEN LAN" Box DATE _ ��,_ �� WEE STEEL SALES, INC. FIREWALL DETAIL ' 39084 Proctor Blvd. Suite 'C' 421E SANDY, OR 97055 -9377 (ONE (1) HOUR R GA # WP8105) Sandy, OR 97055 BUILDINGS J OE NO. 6 15_2 - I 6 1 (503) 666 -3267 (503) 668 -6550 S�{T F1 Oc A csvac v c= WEB STEEi SALES. w= • �— OUTSIDE. EDGE OF BLDG /SLAB ". TYF. PURLIN CUP 41111 T" • . 187S PER SKEET N1 K b ../' "....; 2 L4X4X I/4 i• WALL GiRTS . S 1 GORIER Illp 3/16 . . ..---- . _1 t Az. MIN. (2) #10 PURLIN CUP FOR OP SCREWS INTO ROOF PURLINS PER riF ' 7/8" DIAM. HOLE FOR 3/4" DIAM. EACH WALL GIRT Ni X 6" EMBEDDED ANCHOR BOLT A CORNER PLAN VIEW coRNER Colt AC 1/4X3X3 A.B. 15IS" ...../ o 2 ANGLE CORNER x 2 x3✓16 xs B LDG EAVE Kr. o S i W /(2) 112" DIAM..BOLTS .. �' -�'� W EDGE OF BLDG/SLAB 1 "1 /4" P� v a -, It A.B. 3' A.B. A f �.r i I \ i.--. SOP. .�` . ,, •■•■.1.■.■ X''' Ct MI F 4 #1 • : lir( I 411 STEEL GRADE k I t 1 /8 ENDWALL RAFTER in s 0 1 , J �_ 3/16 V E$2 2.3t- (. • - - -- • ( A.B. L3X2X3/1 6 X3" LONG -2 PLACES NOTE: '��N' CLIP PER PER SHEET N1 1 7/8" DAIM. HOLE FOR 3/4" DIAM. NAT SVN FCC SHEET Ni CORNER COLUMN TS 3X3X X 6" EMBEDDED ANCHOR BOLT -TYP. 3 _ TS 3X3 CORNER @o-r. Vs� C L I S E E CLIP. Ni CORNER FRAMING @ ROOF 0 S1 - • WEB St SALES, INC. BUILDIN G DEVIL ASK4 Engineering, Inc. By Lc 37396 RUSEN LANE, BOX 9 39084 Proctor Blvd. Suite 'C' DATE -2 SANDY, OR 97035 -9377 Sandy, OR 97055 JOB NO. 952'2 -o2 ,,.� (303) 668 -3267 (503) 668-6550 BUILDINGS SHT S 7 A CF On a " ' ,d s 1 1/.4- PURLIN CLIPS FOR — t ROOF PURL INS �" L PER SHEET N1 1 1/4" - 4 IJ i �r � .1'..''''''- 1 3/B` r `_ 1 2 (4) 112` 4 Ai ,,, rlir- 1 STEEL CHANNEL • - 307 BOLTS WIDE FLANGE II ENCWAL! RAFTER END COLUMN (I � C CHAN - DWAL (4) 1/2-0 II WIDE FLAME r E RAFTER A -307 BOLTS Ii ENDWALL CCLL' L IN - ENDWALL DETAIL • COLUMN i CSc ENDWALL ELEV. FOR BRACING REO'TS.) SZ i 1/4 (4. ENDWALL COLUMN -TO- RAFTER DETAIL - 1 jam"' / D.K. TO BOLT BOTH SIDES � � 3/ 15 Y IN LIEU OF WELDING OUTSIDE EDGE OF GIRT / BLDG / SLAB 4, 1' " , r te- • • �� 1 1 /2" 6 1 " 11 /2" * I _ I • I I 1 - 1 4- 1 j r. ;- ......-- ....., -,„ GIRT — Y --z-----Y._. , C2) 1 /2" C2) 3 /4" ® h 1 /4 X 5 X 9" A -307 BOLTS I. 1/4 # ‘)‘t0 P ANCHOR BOLTS � W 5 X `� _ 'C' CHANNEL ENDWAL �� 1 3/ 15 3 ,,_ . END DOLUMN - RAF ER - -.0 w, / 15 1 T P. 4 �'-` FLANGE (� ENDWALL PEAK DETAIL . -I I to (3 ." 1 W 6X END COLUMN BASE ��� s 4,4 - C Ey.P. tL -31 -9 NOTE: 1 /52 & 2/S2 ARE NOT USED ON THIS PROJECT. WEE E1 Engineering, Inc. BY LC W:E STL�.. sAL��, INC. ANC BUILDING DETAIL ASK4 Enineerin o 5W ' 5 A a >TEE v OAT= 3-21- 373.5 RU.,EN LANE, BOX 9 39 Proctor Btu. Suite C° . SANDY OR 370.5 -377 Sandy, OR 97055 JOB NO. `�SZ Z - O S Z a 0503) 555 -3257 BUILDIN . (503) 668 - 6550 "� 2 -- S2 OF. , ' r ADiveaNcmwaS"�sum. OTC '' F ,, P 1 A\ - f l NUM Mal ID . .r- .4 °,(� 0 .111111killFil sox (I 2° ....—IL BLDG EA. BC a = 4 TYP, CHORD SPLICE EXTERIOR c in EDGE PLhtLW NO SEE SHEET Ni FOR GIRT AND GMT CUP P FO. CLl PT. 'D' 4° DW SO L t � FT. 'C r � r SSE N1 FOR ? YPE + � C A#D CUTER LEGS Rr. 311 Fir 3�C 4/7— ko O LPiBt LEIS 3 /4 , � � EN '� //i ,g F '4t-tGid .71,46 - . _ L� -X , EIC BUILDING / ,. . wPM FRAM � EA. ENO %► PfS 's' &'D' L1 Xl ANGLE FOR _ . S PLIRLM BRACE s /1 fi 1 Z „ Z 2 \ � • CENTER ON • MATERIAL BOT7>sl •o PTS.18 C 6' OA 1 .....1- : PRESSURE TRECTED / Stu. PLATE. 1 ® 1 I � _ f� (Y) 3/4 • Q v / NEXT PA1� PT- I ANO�R BOLTS EA. END gill, �i LAP SPUD 8 �_p� A END r� / i►•I w/ �lv 4 ' ° ` ° r a PT. 'A• ► `� '� ALONG (-3.- T \ FRAME PEAK DETAIL 4 ' =CRETE �"�. q y BoTTOI� CHORD S 3 o '5114, ( hhER LEG • 1 /4° OFFSET FOLNDATIR7N - 4 • o (SEE SHEET CI) (COL11rrf�Q SEE SF$t' 54 FOR 14-• S• 1 T° • 4 (BOTH SIDES OF N WH.D'G 14-14 w t . NOT SHO */ 3/16• RATE • A Cam • ° CENTER 1, ....4.... X>3'X•4' A _ CE 'A' USE 3/4° $ BOLTS BLZ FRAAE • LOCATIONS SHOW( o • • OUTER LEG AUG IV EDGE , (CENTERED ON ( ) WITH PT. 'B' vveD LENGTHS SNiDWN - BOLT ARE TOTAL LENGTHS °yd • JOINT. ADD WELD • To BAC< OF P4EMBER 3 tt tcsii. 4; i T - - MI 3 /a PLATE x 8• x r ''' 6� #1' a v - _ , -- ,._•� 1 • •.3 �� FRAME EAVE DETAIL 1- oLEs 411 FRAME BASE DETAIL c ''�. N0 sc.4 NO _ t s, /Yao. A C r i A BASE PLATE DETAIL SCALE M. L �G ` � S 3 NO WALE 5'74'. t1.-1 -1` 44 AC.Ifo (1(0 EE STEEL WEE S I __L SAL_S, INC. BUILDING /� t ASK4 Engineering, Inc. E BY Lc � ;:�- R'�.r LANE, BOX Blvd. 9 DETAIL 39084 PrIv�. Susie °C DATE 321 -41 " SANDY, Drt :7: Sandy, OR 97055 JOE N3. 95 2Z - D� Z, 03)55 ?257 , (503) 558 -6 «50 BUILD NsS = S3 nr f .' „ A dVN CM WES S SA{..z PG r e ® NOTE: NOTE CUP CORNER OF WEB (t. DIMING INITIAL INSTALLATION, flGHTEN CABLE SUCH THAT MEMBER AS REQ'D TO PURUN FRAME RHORD NOTES: LEG SIZE TO M1ATC} NO SAG OCCURS. THEN TURN NUT AT ONE END AN ADDMONAL MEMBER B 2 -12 (2) FULL TURNS ATTAIN SPECIFIED WELD. I c 1 . WELD CUSTOMER SHALL PERFORM PERIODIC INSPECTION OF ALL X- BRACING \ �����& � �CJWESS. CABLES TO ENSURE TAUTNESS 1F CABLES HAVE LOOSENED, REPEAT Z. LENGTH INSTALLATION PROCEDURE ABOVE I I _ 2. (SEE FRAME THE DOS W !S THE SAME AS G.) MOTE 3 -ON TABLE 2/54. r— 1 r 3" I REQUIRED BLDG. FRAME I TOP OF FRAME (OR ' 3. WELD" ONLY REQUIRED WHEN STWEENat IS A • - COLUMN 0 SW. CONDRION) T I- ER e 45� 'ROC>�RL4X3 ' W i�R ' A /2-12 ANGLE DES. 14 X 4. TACK WELD AT O .r 1 A B . - � - -�. >JCrt� sTrF>�R sEYON� r :11\--___ q •DIAGOPLOL PAJ+EL d NTH T / 3/8 X 2 1/2" WRH _ . _. - 4 4. j 112 T7$.S� pgm y � 1 1/Z" SLOT FOR EYEBOLT FRAME JOINT AT 2- MEMBER CONa. G °SUCice- HAT POST 3/16 5"TOT -LOC ■ FWC RA 3 CHORD WELDING GRIPS "s•' WELDING REQ'TS. S4 "A" Mpw T - NO SCALE - L�cR/L FL f1_t nw CABLE ".C" p 1. C>NT1:RUNES OF WEB MEMBERS WITH NUT SHALL ALIGN AT COMMON FT: NOTE: ATTACH I�I AT BASE OF COLUMN AS SHOWN. �� ° AND AT ROOF X- BRAaNG N SWILAR MANNflt, Z. FlilET WELD LEG S2E TO MATCH i �' WEB MEMBER THICKNESS. i 3. TOTAL WELD LENGTH AT A ll LOCATION ASSEMBLY DESIGNATION EA. END NEED NOT EXC3D: \ . 1111r114 \" .4i .. 1 ,,, i .. '' L 1 X 1 3" i 'L 1.5 X 1.5-5' FWC 250 BA 'L Z X Z -6 1 /2' IRO F 4. OF SPECFIED WELD LENGTH, ,I( SNQ W 6'1' At 1 /2" /) I 19 1 /2" LONG 1 /4" (1) MAKE WELD "A" FIRST (1 1 /Z" \ MIN. TYP. —1" ®L 1 X 1), FWC 375 BA WELD "B" SECOND. THEN WELD i - • - 's 117> , W P, LJ.— 5/8 ¢ 2b" LONG 3/8" "C" A V CHORD 3/8 ( 5. WELD ON BACK IF MIN. NOT B `f POSSIBLE ON FRONT. v - FRAME JOINT AT 3- MEMBER CONN. P , , I O y• 1 X- BRACING CONNECTION DETAIL _ , l� �. - 2 FRAME WELD CONNECTION ���� � , ��� _ S4 S4 • "' NOTE: ORIENT DIRECTION OF 3" LEG (WITH � �,y L` Gd � HOLE) TOWARD WALL GIRTS, NOTCH BACK OF GIRT 3/4" MAX. TO RECESS X- BRACING CABLE. r?•i'. v2 - 31Aa. • WE � I r iL SALCS, INC. VL.. ASK4 Engineering, Inca EI3, BY LC X96 EEL LANE, BOX BUILDING DETAIL 39084 Proctor Blvd. Suite 1 C 1 DATE 3 -21-94 SANDY, OR S70-9377 7 (�03? 5E8-3257 O5 S - Sandy, OR 97055 J D9 ND. 95 z.z - 0;2 ; (503) 668 -6550 BUILDINGS FriT S (F A ENGI N of we MI SAL13, .c. -" . „...( ,...---'" ----- ,% -- Th / PURLIN CUP FOR ` SEE DETAIL 1/S6 FOR EXTENDED ROOF PURUNS PER 1 EAVE FRAMING AT SIM. CONDITION. / SHEET N1 L, .____-- 1 r� 1 � , __ _ _ OUTSIDE EDGE TYP. GIRT CUP � f r PER SHEET Ni L2 X 2 X 3/16 X6^ ,--,---” BLDG EA HT OF BUILDING LONG EAVE — W /(2) 1/2" DIAM. BOLTS .' r-^' WAU_ GIRTS III + 1 2X4 GIRTS 1 r ��- 2" i ....----- - -- MIN. (2) #10 2 -�' SCREWS INTO I — -� EACH WALL GIRT I rte" F CORNER COLUMN C 7 X 9.8 INTERIOR CORNER PLAN VIEW 1/8V RAFTER CHANNEL A A 1 i ..OPR 143': ,�,,, 2X4 WALL GIRTS Er ��� i GIRT CUP PER @ INTERIOR WALL VA J SHEET N1 %M v COLUMN .s 61/. �4V30.'' � rH m.0 �_ CORNER FRAMING @ROOF • E,P. t2 -51--/C A s-4-cIS gsv. WEB STEEL SALES, INC. ASK4 Engineering, Inc. BY LC 37396 RUBEN LANE, BOX 9 BUILDING DETAIL 39084 Proctor Blvd. Suite ' C' DATE 4 - 1 1 - 9 5 SANDY, OR 68 77 Sandy, OR 97055 >TEE J OB NO. 9 5 2 2 -0 3 2 , ` (503) 668 3267 -3267 (503) 668 -6550 BUILDINGS SHT ss CF A A DIVISION OF WEE STEELS E:,, MC. ■ . WALL 3IRTS TY ?. PURLIN CLIP ?ER SHEET N1 / r-- 1 -4- + L+ +' r MIN. C2) 4 '10 SCREWS INTO EACH WALL GIRT 0 CORNER PLAN VIEW CORNER COLUMN 15 g. TRACK FASCIA BEYOND (WITH 1 1/2" FLANGES) ' C 6 X16 ga. CCDPE 1 S /5" PURLINE 0 24 D.C. -FLAMES AND BEND WEB OVER FOR C 6 X t b cm. CrNTE"rcED ON C2) 410 SCREW D O N N . TD PURLIN) C RLIN) A•rA , WO TO FASCIA B E N D - W E B OVER FOR C 2) 11 O TYP. GIRT CLIP WITH C2)' 10 SCREWS SCREW CDNN. TO PURL INS) PER SHEET Ni PURLINS 0 24' D.C. (o X I fo g . EDS! PURLIN C !o X t !o gE. WEE PURLIN C w!TH 1 5/5" FLANEE) CWITH 1 5/r FLANS!) ENCLOSED WITH 15 ga TRACK DCLOS"ED WITH 15 g>:. TRACK, BEND WEBS OVER TD ATTACH BLDG EAVE HT. TO EXTENSION MEMBER WITH .. r --- l \III � C2) "1 0 SCREWS, TYP. r r .. -rte -rte ,. _ r��� �i ^ - • r 1� r7p .rrr _ r ' �� _ 1� � .:Iiii , - r• --- P 1 2 . -�2 f'�� r .._ _, ...... • . -ir- ....■ �' r � -�, + GYP. GIRT CLIP L2X2X /15X5'LDNS _71 I � sv P �� N1 W /C2) 1/2" 0 BOLTS '� STEEL CHANNEL BUILDING FRAME 1/eV ENDWALI RAFTER BEND WEB OF WEE PURLIN OVER TO ATTA H TO FASCIA !__.1 WITH C2) �10 SCREWS �_ ! ! t 1 i e� • 4 G. , WORD "!ARTS CORNER COLUM EMNDED c A \ �/ A' ' GA 1 EN®ED GM �/ G @ BLDG. J S !o NO SCALE � jlo NO SALE H M. ■..■ Ci E 12 -41-4c.. WE5 STEEL SALES, INC. ASK4 Engineering, Inc. JJJ BY L_G X90 RLIBN LANE, BOX 9 BUL.111 DETAIL ASK4 Blvd. State D ATE - - Q5 SANDY, OR 970E5-9377 Sandy, OR 97055 yrEE JOB NO. 95 ZZ- o 3 2_ (503) 555-3257 (503) 6984550 BUILDINGS D � X 4 1 A CARSON OF WEB SM. Ste, AAC SHT SG 9' -‘3" MIN 4 10 6" 2,-6 WALL HUNG 3 -4 ,F_ SINK WITH 1' -6" LEVER OPERATED 4111 FAUCET - 1=1—iv-mil ME k7 cm " " a ' NE C V ■ ( – / \ 111 *WI. ..: ,,-- E4 r. let cbm 3 0= / \'© ri f f I Q i ( 16fin L oe b M i 43 12" '. 1 knee 8 ass�snce M ' j c*saranc• 2Q 1 /1., � h 1 1430 __ I / GRAB BARS �� SEE DET. B/HC1 - -1 0 LAVP.TOKY 136.-r7 CI.E AR FLOOR 60" MIN. UNOBSTRUCTED SPACE AT LAV. 3 ox 6 a FLOOR SPACE SEE DETAIL A/HCI j DOOR NOTES: in • 1370 1) INSTALL A UNISEX SIGN MOUNTED ON THE WALL ADJACENT TO LATCH SIDE OF DOOR 60" ABOVE FIN. FLOOR. FINISH, COLOR, BRAILLE CHARACTERS AND PICTORAL SYMBOL 12 42 mitt SIGNAGE SHALL COMPLY WITH ACCESSIBLE REQUIREMENTS 305 1065 toilet 2) A PRIVACY LOCK AND AN "OCCUPIED" INDICATOR SHALL BE PROVIDED. P 0 C ' 4, -. - -.. 3) PROVIDE A MECH. EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE AIR CHANGE EVERY 15 MIN. I 4 _ L� t 4) PROVIDE A SMOOTH, HARD, NONABSORBENT FLOOR SURFACE WHICH SHALL EXTEND ONTO WALL A E m ,e ' MIN. OF 5". WALLS ADJACENT TO WATER CLOSET SHALL HAVE A SMOOTH, HARD, NONABSORBENT a, 1 +, '!`+' C1 " w 7. �r a G SURFACE TO A HEIGHT OF 4' -0". N. o ® C47 b. via �,� •C a,' # • : fir. r �i 1 "ACCESSIBLE" RESTROOM LAYOUT MINI «N.` \" OAP a N HC 1 -- tAYour NO SCALE �� S 4 4V30.�. . $ as . R 7=3::_. ", M. ‘...\ © REV. 9 -6-95 Ey1,. \ Z- 31. g I ; '77:7-1 --� i A ' INfs BUILDING DETAIL 4 Engineering, Inc. _ :� � � � C„ 3 9084 mar 3vd. TEE — ••' EA w -;� - ten -- - y EAt4 „r. - !L53- :.:2 7 - Sandy, 22- I' . OR 97Q �I3 r�D. • (3C3) 568 -6r50 G' ��i r pvSaN w ry o —= SCL�. t ■ I , 2X6 HEADER 0 Q 2X1 HEADER D 1 '/ ENTRY DOOR. , /� D 1 OUTSIDE FACE D 1 ' EL FRAhE �� i OF BUILDING .,, I Zill STEEL FRAME � OR COLUMN • • r OR COLUMN ` 2X10 #2 HEADER ' I I ` s 0 1 /8" ' 2-4 I' V. • 1 � DOUBLE GIRT ABOVE r e o , W i � I ire. UP DOOR WITH TYP. CLIP - �° _ L4X4X1 /4X6' WITH 1 AT EACH END OF EACH HIM (6) #1 0 SCREWS GIRT ' t U -. i 1 /2" O.C. EA. WAY . �;g Z — INTO 2X 10 I . 2X i2 H ORIZONTAL HORIZONTAL I N- TYP GIRT I � 1 (NOTCH E - TYP. GIRT CLIPS EMAS REQ'D, �� i ji ,„....i '2XJAMB T>'P.TO MATCH GIRT (END ! = 1 tat TO GIRT W/ a 2X6 #2 HORIZONTAL NOTE NTIN COUE HEADER AND HORIZONTALS (2) i NAIL 16d NAILS) 2X8 #2 HORIZONTAL OF SUDER DOORS PAST FRAME AND CONNECT (NOTCH ENDS OF TO NEXT FRAME IN DIRECTION OF SLIDE. 1 /2" DIAM. A.B. HORIZ'S. AS REQ'D.) ' WITHIN 6" OF JAMB. 3 SLIDER HEADER DETAIL 4 SLIDER HEADER SECTION ENTRY DOOR FRAMING DETAIL 2 SLIDER DOOR FRAMING DETAIL DI cr - gyp D1 ( tilcrr V o) N0 SCALE No SCALE D NO SCALE J 2X4 VERT �►��' 2X JAMB Q SPRING OVE RHEA BOX D DOOR OPENING D 1 ASSEMBLY TYP. 2X GIRT OR I 2X GIRT (NOTCH ,, .7 EACH SPRING EDGE PURLIN AS RECTO-) I! DOUBLE GIRT ABOVE 71,......•-• 2X BLOCKING OUTSIDE FACE DOOR WITH TYP. CUP II AT EACH END OF EACH • (NOTCH AROUND OF BUILDING GIRT EDGE PURLIN RLIN WHERE APPLICABLE) OVERHEAD /CANISTER 7 7 DOOR JAMB SECTION I D 1 STEEL FRAME �� 2X BLOCKING OR COLUMN (24" LONG) DI NO SCALE I OUTSIDE FACE TYP N ICAL DOOR OTES. ......L T �OF BUILDING i + ‘1 + � �_ 1) SEE SHEET 1 FOR LOCATION AND NUMBER . 0 I TYP GIRT — DOUBLE GIRT ET, , G I N K,� OF DOORS AND DIRECTION OF SLIDE OF „ J� — SLIDER DOORS. `, <. 1 /2” DIAM. A.B. 1, DOOR OPENING 2) MAXIMUM DOOR SIZES: # �►= � ���, WITHIN 6" OF JAMB. SLIDER: 16 `X 16 (►�I . A .1 OR>G.�t S OVERHEAD /CANISTER DOOR FRAMING DETAIL ' b OVERHEAD SPRING BOX OVERHEAD AND CANISTER 14 ° X 16 '�►,� Q D 1 NO S:A1s D 1 NO SALE 3) THESE DETAILS DO NOT APPLY TO BI -FOUL ` 3° OR TRI -FOLD DOORS. 'ti M. t.I !� 4) SLIDER DOOR OPENING DIMENSION ESP. 12-31.1i. REFERENCES ARE NOMINAL NOT ACTUAL (. N. A. • WEE S A SK4 Engineering, Inc. EB B LC STEEL SALES, INC. DOOR FRAMING DETAILS - 37295 RU LAVE, BOX 9 39084 Proctor Blvd. Suite 'C' DATE q - I - 4 SANDY ' OR 57`SS S3TT i Sandy, OR 97055 J NO. c!�2Z -1.40 322: 558-2257 IX (503) 668 -6550 BUILDINGS sill- D1 OF .. ovmor+o= w® rm. sx,.a. +t i /