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Plans P LM 2006-00235 FANNO CREEK BUS . PARK ( HORNEL) 14775 SW 74T" AVE GENERAL= - A STRUCTUt L NM ES 0 0 0 • , jot iC ' 0 . CODES AND STANDARDS AU material 0 mater and workmanship shall conform to the M International Building Code, State_ .of Oregon, and local 5:- 1 60-0 regulations. edition - - . s (latest - - - t 4r . , regu CO I 20'-O" 20'-0" - o - - 20' 0" � "_ �►�' DESIGN - - - - ,` O ded B td Manufacturer) 0 13'-2" ,` (Provi by ui ing w '1' ��_4" Snow l..Oa _ s. 2E (Snow) �C ,421-0" 3'-6" Z' I. Dead Load - f Frame Wt 0 ' Collateral i = P W t M _ " �'_p" � a Load - - 5=plf_ /.._ 2I-5" l r = 1 I , : Mezzanine Dead Load • 15 I I ;, � � psf 0 C] . Mezzanine Live Load = 125 psf v # Mechanical Z Dead Load • 5 psf Wind Load in 8o mph fastest mile V/ v I I 100 mph 3 second gust W Exposure C Z 44.47=1111 i=a=s:====:�=s====a=s=sa� •--■ ►� Wind Importance 1.30 t� T-_r_T_-#--T-1--T--#- r D Seismic Importance • 1.00 W in I 1 Seismic Coeffecient • 1.14 (Sms) I 20R • 7" 1 I Seismic Location Lat. 45.414 Long. 122.750 , CO O 1) lq" • 11" • 17'-5" S '"� Site Glass D O ZO 1 1 Seismic Soil Profile • Sa (1997 OSSC) z c 1--L_1_J__L_J__L_J__L- #=s+t�s::=s+a•=ssssssss3ss••• l ...,,. ` \ O m Q N � . FOUNDATION: Ali footings to rest on firm, undisturbed soil, free of organic 0 0X cri-u T 1 material, and capable of supporting 2,500 psf. Pour footings H 0 ■ r+y 1 , I ( 1 NEAT against soil --- DO NOT FORM. I B. All concrete to have a design strength of 2,500 psi at 28 -I 9n i P t I i days, and shall contain 5 sacks of cement per cubic yard. t Maximum water to cement ratio of 0.50 CC I I # C. Reinforcing steel to conform to ASTM A-615, Grade 60. I.. Detailing and placement per ACI-318-83. 0 I E . All anchor bolts to be ASTM A-307 or egjivalent A36 threaded .o $ rod. H��� ^� I I ' E. Concrete cover to reinforcing steel to be 3" min. where }- W z ab o a 1 1 I concrete poured against earth, 2" clear all other locations. O W . 81730) L. '� .J F. Splice bars min 48" diameters (24" min.), use L-bars with Z �,�-•�,,; -, I I 1 2'-O" legs at all corners. (� -0253 ' 1 G. Foundation design based upon building reactions provided by Z Z I the building manufacturer, Pacific Building Systems. Soil �"j W n b I I 1 of parameters per Carlson Geotechnical Report Go101810 dated j I v 1 ;1' July 31, 2001. n CONTRACTOR TO VERIFY ALL. DIMENSIONS AND FIELD Z I t 1 7-TWO HOUR h. CONDITIONS. NOTIFY ENGINEER OF SIGNIFICANT 0 I I FIRE WALL DISCREPANCIES. 0 I 1 GENERAL REQUIREMENTS: I I 1 A. Contractor shall be responsible for all construction methods, U, technigpes, seapencing, and safety rewired to complete construction WARh011 B. Contractor shall verify all dimensions and details prior to proceeding Z I I 1 1 with construction. All discrepancies shall be approved by the 1 1 Engineer of record. C. Contractor shall verify all regyired openings on all plans. I I DUILDER/CONTRACTOR RESPONSIBILITIES: ir,_ 0 A. It is the responsibility of the Builder/Contractor to obtain 'SSP.- I appropriate approvals and necessary permits from city, county, _ W I 1 state, or federal agencies, as regyired. I 0 8. The Builder/Contractor is responsible for setting of anchor bolts W �I Z ,� _ - '� ' " �+ in accordance with building manufacturer's construction drawings. Z • 1 r HOOD CONSTRUCTION: r.., \\t A. All 2x4 studs to be Standard $ Better Douglas Fir-Larch (DF-L) �"I OF•M . ,. I N B. All other wood members to be #2 Douglas Fir-Larch DF- ::' 2x8 PLUMBING WALL C. All framing is conventional. Provide blocking, nailing, hangers, etc. as regrired. y UNISEX `\ 3 GLAZING: AM _`I _ _ _ _ _ _, _FF--.�_ ,.. ..�.,,, .. 0 in Glazing - Minimum r'egy�irement: Double glazed w/ 0.5 airspace Ira - -.•+��w w•�.�.r..• �_�...�.�.A..q.A�p..�.�.l.i.r.^''r. w OP! .AI 1�1 .t.1 .�w w�.�ww_w w.a.w�.�•w _4•• (ILY r _...�_.�._.�.._ - low-E coating. \`\ ii OVaRhEAD DOORS: ii 1 \ 4.____-_ _ _ Overhead doors - Minimum regyirernent: Wayne Dalton Thermospan 1 200 or swat. Q i I $PgCIAL INSPECTION: N r- A. CONCRETE: NOT REQU i RED 11"1"'-1�- '"w"""' '"' +"""-""'"w"'"" '""'"'" "P"IMP" "" " ""- " 'w�-�""'- �- s � 8. P.E.M.B. FABRICATION: AS REQUIRED BY FABRICATOR I • 1` : _�.w•..�A �_�.�w��I../�w .n..p..--w •• -f,,,,,-..4. "" w w*"irw..n"I 11"w��._�Ilw. ��_ v ',w CERTIFICATION. 0 b 1 ' *�` � ._T -�� � ° C. P.E.M.8. ERECTION: 4�I I G4-I STRRENG.TN BOLTING. W i 1 1 s - � ,v- ® N £.CESSIBI Ll TY. cr t A. All door hardware to be lever handles conforming to ADA Z 1 Req�irernents. 0 Ls i J 1 . . .-.T. I....T 1 : —,r-- _�._ — —�..,_,._,— ———�r...__...._.�..�.�_�._�.._.,.�.�,...,._�.,......,....__�_______�_�.._ _ � B. Door thresholds to conform to ADA regNirYxnents. �s Z ' s . I ,� L3UILDING LEGAL J --- ELECTRICAL t w---: ----PT/ -- - - . Of I- : 1 10 N� � MEC IANICAL ROOM a- CONSTRUCTION TYPE: V-8 SPRINKLERED CO -� w ct . ENTRY FOYER �s I N OCCUPANCY GROUP:P: 5-1 , �■ O z Li TREAT AS UNSEPARATED USES PER 302.3.1 < W . Q O Ii S-1 OCCUPANCY ALLOWABLE AREA • 49,000 SQ FT; --J cr _ 4i/ Flt SPRINKLER I ONE STORY MAXIMUM;°� �S ' VERIFY TWO hOUR EXTERIOR WALL PROTECTION C", vi < — 1 Il n" '`' •, • I "' 8 OCCUPANCY ALLOWABLE AREA q,000 SQ. FT. 3°7° FL 3°7° FL ,� ~ 0 \ I u TWO STORY MAXIMUM; (� © 6°4° BLDG I `�' ONE( I + a 4-IOUR EXTERIOR WALL PROTECTION 0 000 I I I I V S-i IS MOST RESTRICTIVE OCCUPANCY PER 504.2 FIRE 0 Z ' 12°18` STORE FRONT I I SPRINKLER ALLOWS ADDITIONAL STORY - TWO STORY .—I z I I I I PROPOSED AREA: 1st FLOOR • 3,840 SQ. FT. Q I I + �♦ Q,ARD 2nd FLOOR • 2,683 SQ. FT. �. pr i fired : - c} - .. m m... t TOTAL • 6,523 SQ. FT. z„,,,. ' ' - -,- = ,,,.,"' "` a '- LESS TI-4AN ALLOWABLE; NO YARD OR SPRINKLER INCREASE . , „ , I t �, i1; REQUIRED. Q {} +, . . fir {'ar}i� .. ~' 7 ` file; EXITING/OCCUPANT LOAD ►• O C T I I ' 'r I t UPSTAIRS - OFFICE USE 20'x48' • 980 SG?. FT t Q !!� ,, 7'-0” ,, 6'-0" r 13'-0" ,r 12'-0" ,r 4'-0" 1 12'-0" 1'-0'" 3'-D" PROft �/OLF 1:100 �? 20 -0 j� 20 -0 ) 20 0 - -_ 20' ° , - STORAGE USE 1023 SQ.LOF'f D 10 �``� ��t 1 NEE* /O' N-a 80+_0" OLF 1:300 `�` 8,510 OCCUPANT LOAD • 6 •.€ Z--"'"' Apo ' ` SUM OF UPSTAIRS OCCUPANT LOAD • 16 /"'/� <., m. a 0 t3 a ' Q ONE EXIT REQUIRED; TWO EXITS PROVIDED �°' `�\ O 21 t Nu``"•'•°°` is _ " '. EXIT W I DT4.1 REQUIRED (STAIRS) 0.3x16 = 4.8" !�� ���c►' LEGEND • � Iliw..;...'f.�..z..a...,, 4 (�: C P S ,; �� ,.,.q ARM . ( )# EXIT WIDTW PROVIDED • 78" MINIMUM �i �� d�'#�ii�..�.__ ...®...__ "if 'EXPIRES: DEC. 31. 2006 1 BEARING WALL 6 -- ' DOWNSTAIRS - WARS-OUSE = 3,840 SQ. FT. I I PRIMARY INTERIOR WALL OCCUPANT LOAD • 13 DWG. NO. i ONE EXIT REQUIRED; TWO EXITS PROVIDED "' EXIT W I DT1-I REQUIRED (80Th FLOORS) 0.2x29 • 5.8" A 1 ,G) EXIT INIDTh PROVIDED 78" MINIMUM , (r, INDOOR ENVIRONMENTAL • : DOOR AREA • 339 SQ. FT.; 1 Of 10 SCALE. 1/4 1 0 5.2% OF FLOOR AREA (w/o COUNTING WINDOWS) NO MECI-IANICAL VENTILATION REQUIRED 050414--., G:\JOBS-2005\050414-S\04I4A2.DwG, 10/10/2005 10:37:49 AM, STATION #2 0 46'_0" r r 121_3" 111_q" 111_q" 121_3" It 3' 6" 6'-O" 5'-6" 6'-0" 6'-0" 61-0" 5'-6" b'-O" 3 -6" i - r r r r r r r i I I I CD I I I F. 6°4° SLDG 6°4° 5L DG 6°4° SLDG 6°4° SLDG I I w giljW I ■' 1 O i = O 'n _ 0 * .� m m m m N. . 1 I 1 a s• a 0 4 0 1 I ° - U1 1 0 0 rte-s r 0 0 E \ / 4-\ / — — , — --� I 1 i_ "Its jts w 1 r - - a 42;':: WALL - - .-- -- H -- .i teI- / `..0— 0/13 .7.- - -Fr- ri Y :-Tim P 1 11 -, 1 1 , , ,,,i .. . __ III / 1 / , -.; 42" �II�N 1-IALF WALL � _ I '�-- -- -IIM 1 E - r ak 11=r N - rri -0 . §;----,' . , , .< (.4) CO MI i e e ' CI ts• I A 0 Q ; �i Oa • ( G_ O to 1 is ▪ Z 0 N 111 rn I j 0 0 i Z i ....., C 0 I 9., m m P I ft � c= -'1 f i r- ,I (D I r -10 Z r =`'1 0 SR * 7" • , 0 A 4T • 11" X v r r �" i T 114 — L _ O 1 0 FULL NEIGI-1T DEMISING WALL I g 5 = i —� I ■ _ -- oh 42" ®I G4-I RA I li NG i—I — — - = Chi o rim- 1 D —■ I N. Z I I Sp4 I w i � I I St 0 to to o 0 0 HAION 1 13 \ u) 1 g c = s I I D fit m -o -� tn M / 710 to I 2 N M - -+ H - I I U) .p. 1 4) X c N 0o t•r = I 13 r r =t@rn :. 2 o -■ -I i Q I rn o 0 I Z X Z " 3-I -f O_ m L ___.t Z � I 1..,___........................______NN N i i . I ..... I op 0 I � §- 70 m 55 rn i D r r 70 m V 70 r 14'-0" 1 10'-0" f --1 1 r 24'-0" , 24'-0" r , - X -4 r m r 7u „ IIIt , , I , , , I I < I t Illt I I I ( I { 1 I I ( I r I i I r I r r I I c I c I r , rr , ` 1 f i JOB N0. 050414—S CHECKED BY: ,� SECOND FLOOR PLAN N �1� Mfr r, DRAWN BY: DAN DATE: 10-10-05 O > � '`�' "`� -' REVISION: G7 ;.::' f o FANNOACRESBLDGNo /"° ./r'�` CONSULT 8TRUCTI AL .. 2 o .; .. __ _ 0 ca r I - _ __ 0 0 - . w .'" w ' ' Q o 12 12 I 1 1 1 i 0 1 II d 5� W Z.-E4VE 1-EIG14T N A Z a (j 0 N d © x m lb 4 1 J O 4" WINDOW TRIM, - TYPICAL � 0 U 0 z 0 limil la, z74 ik, VC a.- FINI6N FLOOR _.._... _._. 1 I Ir ril a STANDARD METAL . CORNER TRIM, 8 II a TYPICAL \ , - 1 5 111 "Iiii, i i ....i an 4 • 70 CO 1 00 f Li Z _ _.� I► N. * 12°x18` STOREFRONT 12°x14° O.W.P. 3°x7° �� w/ PAIR 3°x7° DOORS MANDOOR rii ijr. TYPICAL WINDOWS STANDARD METAL SIDING 14 6°x4° SLIDING SkIrk. - W W -- z • EAST (FRONT) ELEVATION SCALE: 1/4" = 1'-0" kr- ' LZID w I , STANDARD METAL ROOFING CNi I I EAVE HEIGHT „, ,k O - ! - - - 1 1 ' zimial D o U ,_J AC T 14.1 0 --I CI_ __11.I f \ FLOOR FLOO , W 0 ..J 4" WINDOW TRIM, TYPICAL "4'"' Le W 70 STANDARD METAL � N Z 1 CORNER TRIM, „ „ TYPICAL W • Cl O X cx _ 0 Vi < - - * `' \ -- - - �.i...44(`-TWO HOUR FIRE WALL If) (STANDARD METAL SIDING 00 O Cl) L . STANDARD METAL SIDING OVER 2 LAYERS 5/8" TYPE X Q CD GWB, M 3MA DESIGN No V421) Z '4" SOUTH ELEVATION NORTH ELEVATION 2 z SCALE: 1/8' = 1'-0" SCALE: 1/8" = 1'-0" 'Q 6" METAL 'Q Li.... GUTTER (\, w EAR ' J Z W0 d w 1x4 TRIM .k •, 1' TYPICAL 5 k of1 (\1 .401,0 4%1 t# *, 4 ZS — ,_,,_, �. rNI6H FLOOR ,� 1 a ti■.1.711111211 II I 8 1111 '4 `•1341 ' 0*-, ,/ , �Iv �� 6 ": 1,1, 1x4 TRIM ao lif i. ' OS.' 1 t',0444 TYPICAL -4 LIIIIIiii:411t= DWG. NO. ...../u) -_---/ 0 LO 0 0 STANDARD METAL SIDING A 3 0 N 0 on WEST (REAR) ELEVATION 0 " " of 10 0 SCALE: 1/8" = 1 -o 050414-S NOTES _ _ J -_ `_ _ _ `) . _ Q 24"x36" MIRROR- _v : I I BOTTOM O+3'--4" A.F.F. yr ® 20"x18" SINK-RIM ` v _ W 0+2'-10" MAX. A.F.F., __ _ _ MIN. 2'-3" CLEAR UNDER. _ _ _ _ _ _ _ W 0 _ © ELONGATED W.C. BOWLS W/ OPEN � ,. FRONT SEATS - SEAT O+1 O 411. ti S © 3'-0" GRABBAR O+3'-0" A.F.F. z I \'%94 / ®E, 3'-6" GRABBAR O+3'-0" A.F.F. ti li IE ® T.P. HOLDER 4+1'-7" MIN. z IA -\; ® ELONGATED BOWL URINAL S 4 y�' I j%\\ 6" PLUMBINGi WALL LIP 0+1 MAX L SOAP do TO DISP, 6' .i71AMETER � ' I 0+3'-0"f. MAINUVERING A EA 0 / 4.F.I. + 1 i ' O 0 - WALLS: G.W.O. OVER WOOD STUDS \ f.......\.. W/ PLASTIC LAMINATE FINISH TO r r I 4'-0* A.F.F. -) ■ i 0 CEILING: ACOUSTICAL TILE IN 'T' GRID -� ■ _ , � say, ��.�,� '� r -1 --4 6...1.- - - 24' x36' \ , L1 ` FLOOR: (MAIN FLOOR) MIRROR FAN It SEALED CONCRETE SLAB / " `N� k V.T.O. i W/ 5 COVE BASE.NOT T ` -_ SLOPE TO DRAIN O �--— N EXCEED 1:50 (2%) 3'-V• i6• o m (SECOND FLOOR) STANDARD IS VC'T FLOORING R io f 1 r Zta W/ 5" COME CASE. t C —r- , c ei 43 '" a.4 -- FLOOR MAIN: 0 i i (MAIN FLOOR) Pr 1 ---- TOILET T ""' - •• ► _ N. FLUSH W/ FLOOR FINISH, - - —,- l PAPER =, a OPENINGS IN DRAIN NOT TO st• I ° b ? v = ' MOLDER 141 i EXCEED 1 2" IN ANY _ ! DIRECTION in o `;� m I o '� m I' N 8 a s (SECOND FLOOR) 7 Tv -.--, 1 i ! - Z 1 2'—4" OPTIONAL. v "r....: MIN. N N E 3'-6" i'-O" FAUCETS: SELF-CLOSING VALVES TO 1 J r REMAIN OPEN FOR AT LEAST 1_6: 3. 5'-11 / 10 SECONDS PER OPERATION EXPOSED PIPING UNDER LAVATORIES SHALL COVERED. No SHARP OR ABRASIVE OTHERWISE FRONT ELEVATION LAV. SIDE ELEVATION \ Z FLOOR PLAN TOILET SIDE ELEVATION SURFACES ALLOWED UNDER LAVATORIES IllrEli ril Z M HANDICAP ACCESSIBLE TOILET ROOM lir .., 0 1/2"=1'-0" z , . F4 V ........._...... 1 i - L , . 0 •1101111111110 0 - .,j 2x12 S'i RI ER 11/4:( nip, Li.I K. J 2x6 !-\JOISTS -4 2x6 JOISTS I Q 16' o/c / ■ . 16 o/c I ► - FULL MEIGMT WALL Z U b I N 2x12 STRINGER ! #2 DF-L 2x6 iP 24 o/c ,,.j it dii • in 10" STEEL GEE N Z p w/ 5/a G.w.�. FACM SIDE ,,,,,,I t 5 Ft JOISTS PER 'it U ev. MANUFACTURER ING .".1 2x12 STRINGER I .4. * CD IJ-1 E a; 1111111111 i „......... , 1 1/81 2-4-1 -s. (1") 14016 Z 1 2 2 _. Z Li j 04 cr PLYWOOD "' ri C I i ,n I ' ' Z Z s 91-IEA'TI4ING 1 3/4" 0 $4ANDRAI L .•,..41 • - � I to � '�in N TOP TO X N N N N_ �2)-2x6 OR (1)-4x6 *2 OF n n n W I -__--- , , /PLYWOOD FIRE BLOCKING i In i'"""' 0 in * - � �� �� a�� ■ c i + i tai FLOOR TREADS IP 10'-O" MAX ac A t ) LA- co 0 BEAM /1/2" PLYWOOD 2x6 JOIST RISERS Wit PER PLAN '.., 11" """ r ,,,,c)1 a T4 Ls— i 70 i o t [) — 5/8' G.W.B."4 1 in * v WALLS AND CEILING 2x12 STRINGERS - W o 'o ! TYPICAL EACH SI DE $ Li a Cr 4 CENTER a u) 1 1/8 2-4-1 PLYWOOD • < SMEATMING ,4 Li' �!1pft I t` ce,► to I to 4 vp 2x4 STUD WALL -o �' �' 2x4 STUD =_ L%'��27' o CRIPPLE 2x6 JOIST ! ,� .� °— ■ 1 i i i I WALL' PER PLAN �+ . ;. ' 1 a '� N. 1. KW' 1--' 4 a R s? — sr 1.4 l. - -r NC 4 6.. 4'_4N q'_6M 4'_2M DING. NO. .`..3.1) " —i 'V 18'-6" I '4 11-611 NOTE: ALL STAIR FRAMING IS TYPICAL FRAME I i CONSTRUCTION. PROVIDE BLOCKING, JOIST MANGERS AND NAILING PER CONVENTIONAL 0 0 WOOD CONSTRUCTION PRACTICES. , A 4 , (.., . i N m --, STAIR FRAMING PLAN STAIR SECTION 4 of 10 0 1/2-.1.-0- 1/2 -1'-o" @I 050414-S - - + 1 ►' I I c ��ww'� _ - _ - - © 0 10 w ii- ' _ U w INIIIIIIIIIIIIIIIIIIIIIIIIII _ 0 C3 4111011111111111111101 d pp P" / ■ 2x6 CEILING JOISTS Q 24" o/c —�� I (BLOCK • MID-SPAN) w/ 5/$ G.W.B. CEILING ,I a ..........air...4 ! �---.� I ... z SUSPENDED WI GE L 2x6 PLUMBING WALL f 1 j= •• o ks (2x8 STUDS Q 24" o/c) 0 I 1 1/4" HAT CWANNEL p w/ 5/8" G.WB. EACH SIDE 7-42" NIGH GUARD RAIL - z A 0 24" o/c w/ 5/8" G.W.B. I "' a aD � �0 1 1/8" 2-4-1 t ► ) 23) g TYPICAL OFFICE WALL: PLYWOOD FLOOR — _ _, _ I -a) Q t 2x4 STUDS Q 24" o/c SWEATWING I '-- I TWO WOU w/ 5/S G.W.8. EACH SIDE � � � � � SEE DETAIL 4/�ALL STANDARD METAL - , , i-- SIDING PER ELEVATIONS ! 0 � 1 2x6 CEILING JOISTS Q 24" o/c i : � (BLOCK ii MID-SPAN) -f- .�. : 1--- , i w/ 5/8" G.W.B. CEILING 0 g 1 q 1- R-13 MIN. WALL INSULATION 0 :11ilifl WITW INTEGRAL VAPOR BARRIER 7-2x13 PLUMBING WALL BUILDING COLUMN . � UNFINISWED INTERIOR (2x8 STUDS Q 24" o/c) BEYOND WALL SURFACE 0 w/ 5/8 4.1,48. EACH SIDE Iliti, ii io I,'' CONCRETE FLOOR SLAB PER PLAN _1_ ■ LJ� lar= ` — / I I ,`LJ LT4!TJ - - � 11 ` ..—1 7.-Tr W=% 1—I —I I I — I I—I II— I(-111[ Illt�ll=� Iltl 1 11 II 11 li I fail Z ‘ir rra�w BUILDING CROSS SECTION tilli\ii. riT4 w 1/4"=1'-0" 49 S111 Z - : C.D 4 4,, z I I W , , N 0 Z D NOTE:1 Z cO EXTEND TUBE TIGWT TO CLG. 0 ksiel _J GRID • STRUCTURE ABOVE 12Qo VERTICAL WIRE J TWEN INSTALL BOLT TO SECURE WANDER, LEVEL CLG. GRID C) AI 0 TWE ONE TUBE TO TWE OTWER PRIOR TO SETTING w TUaES SHALL LAP EACH OTHER TUBES IN PLACE CI) -C W — A MINIMUM OF 4 IN TWE FULLY EXTENDED POSITION. ,0 w UNDERSIDE OF FLOOR OR . ROOF STRUCTURE ABOVE N Z w Cr OL1J . co ....... Ix „op ix 11. IN- 0c6 << C,1/2" ELECTRICAL ° . . CONDUIT TWIN WALL Lj In I. 0 . TUBE - Li- SLOT END OF TWE TUBE 3/4" ELECTRICAL CONDUIT TO FIT OVER CEILING; 2x8 JOISTS Q 24" o/c - TNIN WALL TUBE RUNNER 0 ....", Vi 2" 1 dhow 10' I-IIGW WALL ....... < 2x STUDS N ‘ Q24".010 MAIN RUNNER 4 S U o ` No. 12ga SPLAYWIRE (4) IN PLANE Q OF EACH RUNNER ^ VERTICAL CO I- ANGLE APPROX. 45 . ALL WIRES • Y SECURED TO RUNNERS APPROX. 2" d FROM INTERSECTION. • I 4S Gisi l ;. r--- + I K) \ V 44 /0 °- " CROSS RUNNER FIRE SPRINKLER ;, ;n DRILL 5/32 WOLE AND " RISER, VERIFY 10 a INSTALL 1/8 BOLT AND LOCKING NUT LOCATION NOTE: LEGEND % Jf , c ,, METAL SUSPENSION SYSTEMS FOR i. ACOUSTICAL TILE AND FOR LAY-IN • ,,. r . PANEL SYSTEMS. INSTALL IN - ,.,.,.,.. BEARING; WALL. ACCORDANCE WITW UHC STANDARDS 1 i PRIMARY INTERIOR WALL N No. 47-18 AND TABLE 23-P. DWG. NO. 4 0 to 0 , A 5 0 ELECTRICAL & MECHANICAL N N i SUSPENDED CEILING BRACING ° ROOM CEILING FRAMING PLAN 5 of 10 0 NOT TO SCALE 5 of 050414--S It) 0 4 _ _ 4 o • 0 0 0 0 _ - C 0 _ _ 20'-0" 20'-0" 20'-0" 20-0" U o 10" r r 19'-2" � r 19'-2 r ■ 10" z 7'-10" r 10-4" ri'-10"r (l I it r b'-5" �- 13'-7" - 6'-O" 4 Z W 2'-5" 3'-7" ;I: C3 o V-4" x 1'-4" x 11-0" MONO FTG 8" W I DE x 1'-b" DEEP W 't w/ (4)-3/4"m x 10" A.B.'s Q >" .. w/ (1)-#4 x 5'-0" BENT SAR 1 GRADE BEAP1 al 0. si " w/ (1)-*4 x CONS' Z Z O • " I 4 CONCRETE SLAB TOP T 1 I s — `-• 1 1r r----- I , rJ____± r , J i i / 1 ----, � O I 1 1 -----1---T-- 1 i— S2 1 I S2 / I i \ ! J I 1 1 0 0 \ • �--- - I 2 I G 2 G 2 8 CROSS BRACING wl L I -+— #.. 5 1 1 ... •• i / NQil/ m 0 L -4— J L -\J 1 / /111CZPP" si s. t--...:- ...7;a, lin i §ihil) 1 El 11 1 S.G. S2 5'-Op x 5'-0" x 1'-ON FOOTING 6'-0" x 6'-O' x 1'-6" FOOTING V.g'^q•'-'. . _ 1_ N w/ _ w/ (6) #4 x 4 6 EAGN WAY / (6) *5 x 5J-6" EACH WAY I I N I N ' a w/ (4)-3/4"4 x 1'-4" A.B.'s w/ (4)-3/4". x 1'-4N A.B.'s .. 1 6I-0 x 6 -0 xl 1 6 FOOTING 1 w/ (1)-#4 x 10'-0" NAIRPIN w/ (1)-#4 x 1O'-0" NAIRPIN -.I w/ (b)-#5 X 51-0 EACH WAY w/ (4)-3/4". x 1'-4" A.B.'s 0I_60 01r6N w/ (1)-*4 x 10'-O" NAIRPIN 1_ N 41-q" 41 qN 4t_g0 0 4 9 - 11-0"0'-6" 1 6" CONCRETE SLAB U Z g w/ #4 ft 18 o/c EACI-I WAY QQ 0 o s ? OVER MIN. 6" (0-3/4") g o s. i) v FREE DRAINING BASE FILL m y. tr y 4 6'_6a SEE DETAIL 1/S2 4'-O"xb'-0"X1'-8" FOOTING I N U 4 �? w/ (6)-#5 REBAR EAGN WAY ilt\ S2 N I V 3 U w/ (4)-3/4"4 x 1'-4" A.B.'s Z 8 u s2 I u u w/ (1)-*4 x 10'-0" NAIRPIN U V 2 OI_ 0 to U) 6 ,_O0 Vi, 6'-O" x 6'-O" x 1'-b" FOOTING S.C. TYP b'-A" x 6`-0" x 1'-6" MONO F•• ING jY [w/ (6)-*5 X 5'-6" EACH WAY w/ 6 -*5 x -6 y 0 I 0 I w/ 4 3/4". x 1' 4" A.B.'s 8'-6" W U, r w/ (4)-3/4 x 1 -4 A.B. s 1 O- - w/ (1)-#4 x 10'-0" 1-IAIRPIN �_� W r 1 r , In N ® Z 111 r , H O 41_g0 4'-q" 0 r 1 O e i 41-0" x S'-0" x 11-6" FOOTING, _ - lE : 11J/ (6)-t 5 X 7'-6" LONG. �� .�.__- iI ¶ 1 : '`00 % '� ::- J f--- # (9)-st6 x 3'-6" TRANS. (a 0 w/ (4)-3/4". x 1'-4" A.B.'s `� W i MI - 2 r--J i__ w/ (1)-#4 x 10'-0" NAIRPIN O I 1 1 3 S. J 0'-6" 1 i----- 41-911 I-9" -----� ----� 1'-4" WIDE x 8" DEEP - SNOVEL FOOTING ni _. w/ (2)-*4 x CONT. S.C. b (\I ii—Oa , 1 b'-fq" x b'-6 N x 1'-b" MOND FOOrt"ING g 3'-0" x 3'-0" x 1'-6" MONO FOO ING 5'-0" x 5'-0" x 1'-b" MONO F ING r 1'-ON w/ ';7)-#5 X 6'-O" EAGN WAY -�—•a &2 w/ (4)-#4 X 2'-6" EAGI.1 WAY w/ (6)-#4 X 4'-6" CN WAY�� w/ ;4)-3/4"4) x 1'-4" A.B.'s 7 r -1 w/ 4 -3/4". x 1'-4" A.B.'s w/ 4 -3/4" x 1'- €A ' 40 I rip.S2 1 1 ( ) ( ) � 4 .8. s � W I © _H —_ _ _ _ _ _ _ _ _ _ _ _ _,,_ __._.__ _ o L' `— ' 3'-6" x 3'-6" x WA=,=.=�■uar�■ o 0 J- ► w/ (4 -*4 x 3'-•" EACH WAY o � ; N to /�� w/ (I)-#4 x 10 •" NAIRPIN N a W -- Er, ' il-O ' Z 1 _ Z t r• cX a'-6" <C W . Q 0 �r S.G. m J Q oc - � , _ _ _ CL U • < < ' C'D . . _ r , Z i J 0 , r -1 .■ (0 IA- I 't O I i � r-- - -- Q IT\ CROSS SRAGINGi 1 1 A � - AS CROS =faCINCs __1 __I HE j 1 \ R.,,,„" Z lit __i_ 4 �. i ,� Z ...... 0 NI * ‘ 1 1 i t T 1 1 _ __ I 1 / 0 b II T •....�.� 1 1 ` ' S2 v� N 1 I 11 I 10 D I I S2 i C� o i i a I 1 I cn I , Q 5� P �P 0 co c 4,%I Itt / a.510 Lo 0 10" r r 19'-2" r 5'-4" 12'-4" r 2'-4" rt'-10 r 12'-4" r 5'-10" �, i9'-2" �� 10" o , 20'-O" r 20'-0" 1 20'-0" j, 20'-0" r .;, f s 6 a°I-ON , '4 k, KO.' 1 a in 1ExP�s pq . g1. noel 0 0 0 0 0 DWG. NO. „i, -zi NOTE: SAWCUT AND CONSTRUCTION JOINT LOCATIONS SHOWN ARE SUGGESTED, ° CONTRACTOR MAY VARY FOR EASE OF CONSTRUCTION. 0 a cv a FOUNATION PLAN 15 S 1 . --) 1/4 =1 —0 6 of 10 050414--S , an o 1 >: 0 al T _ _ _ _ _ - -_. _ _ .. _ _ .�M eirk 0 6" CONCRETE SLAB 6" CONC. SLAB MAKE SAWCUT 1 1/2" DEEP SLAB REINFiJRCING 1/2"x2'-O" SMOOTH _ _ •• OL EACH WAY S Q 18" OC w/ #4 fii 18" OC WITHIN b HOURS OF POUR FILL w/ *4 0 18" OC DOWEL« Q 36" OC N - _ 4 - - w U EA. WAY w/ EXPANDING JNT COMPOUND EA. WAY DISCONTINUE Q w/ 1/2"4>x 1 -O (1)-#4xCONT• 7-0 GONG. SLAB 10 -bN C �JG: SLAB$ U Cs CONSTRUCTION JOINTS PVC SLEEVE TOP +� 8TM. PER PLAN PER PLAN i a a 411111111111•1111111111111111111111111111111111111 N ilil I' W la Jr * z z LAP OARS 14444W .•.#.4.,.: *:::,•..,,4...!-?At; • SAILICUT LOCATIONS imil—IIII . link, IE. IIIIII _ TOP. 1� BTM ' I 8 ... .. •4 •• O.Il' APPROVED NATIVE — v 0 / 0 0 • BEARING STRATA 6" COMPACTED ' OR COMPACTED DRAINAGE SASE g« 411, ,� 60 J 4 z Z 0 STRUCTURAL FILL 1 S a SLAB CONSTRUCTION TYPICAL SAWCUT JOINT TYPICAL CONSTRUCTION JOINT TYPICAL GRADE BEAM GRADE BEAM C� OPENING�'YPICAL _ 0 } 3/4•-1'-O 3/4"=1'-0" S2 3/4"=1'-0" 3/4"-1'-0" 3/4"=1'-0" 10$ 0.110 8" 2" X - PLATE PER PLAN li a OUTSIDE OF A.S• 2x STUDS • 16" o/c a � � a 0 ! 2x P.T. SILL PLATE p w/ POWDER ACTUATED ❑ •-----\i z:51;4•8•DE ANCHO RS • 2 r s— •6" GONG. 1 THRUST PLATE PER w/ *4 . 18" o/cE/W N 5" ( P . L ��: PLAN (OUTSIDE OF A.B.) 3N (2)-5/8"*x1'-O" A.B.'s , 1 . w/ 21 PROJ. 4 4* BTM. 4K. . or 14K8-I I w/ 4" EMBED. a ANCHOR BOLTS ' 4" GONG. SLAB �j i PER PLAN DIAMETER L�E:NGTH PROJECTION ;k PER PLAN 3/4� i'-4" _ 2" t ' Z I ✓ 7/50 1'-6" 2" - _ 1.0■MMINIMMED • / IN 11_gN 2N w IMO 111111111 A 1 1/ 2'-0" 2 1/2" Z i!r .C, g UPLIFT PLATE 1 '-O" MBAR CONT. 2 2 1/? APPROVED NATIVE v TOP SOTT• i• *MINIMUM VERIFY W/ MFR. SEARING STRATA , " • .. - ° 3 CLR. 4000) SSTTRUCTURAL FILL SIDES 4 STM. t2« �`y W 1' 6" so (1)-#4 BAR x 12" 12" \ 0 S�iNON—BEARING WA L L ON SLAB STAIR LANDING FOUNDATION SLAB TYPICAL PLATE TO ANCHOR BOLT CONNECTION , , 3/4"-1 -0" 3/4"=1'-0" S2 N.T.S. W ::—+-- 0 a ° lN «r Cl 10" 4" r4 ! I 10" ,4N © �/ 10" 4" _ . I —'-- — r 1 r L 1 I csi N r 1 I 0 ,, r 1 Z. Lial , fi I o N 1 , z L, 0 1 1 H , III III CD (4 >14 Z ....3-1-1 I CI If g I I ° N I • L i L J I I (An 14 I I N I 1 I — k ...0 1-41 z ____,,_..8= ""'."...".".... 1.1.1.01. Ilit 0 LILI ,1 —--- o O .. • t--- N N 11►z 14 14 0 _ • ...._...._________ 1.114 4 1 Z $4 X I 0 N Qv < . . mom 11 N Cr OPP O HAND ` . 0 PP". ZIP. 111%* I— L r- J < Z CS ig 0 OPP c A.8. • C FTG. N I M 1 0 N 0 Nilw NAND (4)-3/4 x 1 -4 A•8. s 0 " N (4)-3/4.. x 1'-4" A . .'s 0 o II a w/ 2 PROJ•« 4 4 STM• HK• © (4)-3/4"4 x 1'-4" A•8.'s 1'-0« " N r4 �, 10 ,,y/ (1) 1 1/2 xb x3/8 UPLIFT « " f w/ 2 PROJ # 4 8TM• WK. - x 1'-4" A.B./8 10" 4" 4 N UST PLATE CH PAIR 10" 4" w/ 2 PROJ. t 4 E3TM.UPLIFT 2" 2" W/ 1 1/2"x6"x3/8" UPLIFT -i liaw (4)-3/44" 4"STM. HK. ADD GROSS PLATES • GRID 83 w/ (1)-1 1/2 x6 x3/8 UPLIFT r f'" ; s :ARcRoss PLATES -w/ 2 PROD 4 THRUST PLATE EACH PAIR _-,�, I RP A �, A.B. Q� FTC«. - H RPN N ( BAR CONT. c ;*: SAR CONT. , , N (1)-#4 BAR CONT. , , i N r1'AA N 1 2 " " , , BOTT• BOTT. TOP 4 SOTT. CONT. GRADE rPERPLAN w/ 2 PROD. +� 4 . ,,� l 0 6" CO�NC. SLAB 6" GONG. SLAB 6" C:ONC. SLAB BEAM REINF. _ 2" 2" w/ 1 1/2"x6"x3/8" UPurr k '� HAIRPIN PER PLAN PER PLAN '� '� THRUST CROSS PLAITS 1 Lo PER PLAN PER PLAN CONT• GRADE EACH PAIR �, O Z�, iJ / a BEAM REINF. ' 1 o o - Z Z _ ° ° I rEeNFo&NSLAes NAIR,P'it�+l\\\ \\\ /// /// /// /// _ /// /// 1 I ..o O z y PER P + 01 0 7:. 0 o \___ O� _ _____I O� L__ _J' REINF. L _JI 3" G R. SIDES 4 8TM• • • PER PLAN Zs 'k REINF. 3" CLR. _ 1 ° ; DWG• N 0. a �` , • . i i PER PLAN SIDES t BTM. i • _ . FOR REINF. �'a SEE PLAN o 3" CLR. # 3" CLR. / • 30R RR INF. o SIDES 4 8TM• :IDES '� , 1 SI DES S 2 3'-b" SQ 61-0* SQ 5'-ON SQ 61-0* SQ. 8TM• 41-0* x 8'-O" • 8TM• N m O -,0 CORNER FOOTING O a END WALL FOOTING ® 10 END WALL FOOTING © CORNER FOOTING j END WALL FOOTING 0 13 7 of 10 v4"-1`-0" 2 LOCATIONS S2 3/4"=1'-O" 2 LOCATIONS S2 3/4"=1'-0" 4 LOCATIONS 3/4"-1'-0" 1 LOCATION Ci) 3/4"=1'-0" 1 LOCATION S 050414-S 0 STANDARD 0 C. A.B. a C FTC. _ = : METAL - - - - - � N I A.B. FTC. GUTTER .�-,at 1 -2 I C. C �_ _ •,� •,,,off*v..o \a 2 2 2 2 EAVE 1-rEIG1aT •w"∎&♦ �"'r.... 1 ......... • N N 1 ' 1411 � 1 � ,,ee�� I 4 r r 1D s � r , U A I I i j r 1 I i .. r � ___.�_ T 0 ( W I Zt a 1 it �' ."� z st5 6 . . 1 i 1 I ,... ,,p, H t . , 1 , . . i . . I I _ N „ter o , * 9 _ ....�R ae I • • — - �It 1 - - - • N - - - - - �►4 ,-11—-— 7 00 - { • • (4 I I N 087F125-18 (7/8" 14AT CHANNEL) FURRING STRIPS 0 2410/c w/ (2)-3/8" SELF-DRILLING $1111° PAN NEAP SHEET METAL TYPE 1 SCREWS EACH LE4 �► EAC1� WALL * $ li 1 �, i GIRT. J •J1 °If 4 t I —► -- —� ;�, (2) LAYERS 5/8" TYPE "X" Ii i L T I ! GYPSUM WALLBOARD N _ _ BASE LAYER w/ 1 1/4 L J I SELF DRILLING; BUGLE HEAD . I SCREWS 8" o% HORIZ.N I SECOND LAYER w/ 1 5/8 ' SELF DRILLING BUGLE HEAD 1 SCREWS i1 8" o/c HORIZ. OFFSET JOINTS 24" ANY I ` 0 DIRECTION Z 1 E I e th _ « STANDARD � METAL N-0' 0 0 SIDING PER t o AND ELEVATION i C A.B. - Qc, FTC. C A.B. s Q�. FTC. �, A.B. s (, FTC. A N 2 LAYERS 5/8 TYPE :Tyr' G.W.B. B w/ 1 1/4" E $ N (4)-3/4"� x 1'-4" A.B.'s (4)-3/4'4 x II-4" A.B.'s (4)-3/4". x 1'-4" A.B.'s i G�i l'-2" w/ 2" PROJ. 4 4" BTM. NK. w/ 2" PROJ. 4 4" BTM. HK• w/ 2" PROJ. 4 4" STM. 14K. 1'-DN t I i SCREWS 24" a/c 2" r r 2" w/ 1 1/2"x6"x3/8" UPLIFT 2" ' 2" w/ 1 1/2"x6"x3/8" UPLIFT u,/ 1 1/2"x6"x3/8" UPLIFT 2" 2" SECOND LAYER w/ 1 5/8 TYPE B '"� THRUST 4 CROSS PLATES 4 THRUST PLATES THRUST 4 CROSS PLATES BUGLE HEAD SCREWS 12 q/c EACH PAIR EAC.1a PAIR OFFSET JOINTS 24" ANY DIRECTIONI i 1 b" GONG. SLAB 1 I I /6" CONC. SLAB b" CONC. SLAB i i l'" ° CONT. GRADE PER PLAN PER PLAN BEAM REINF. PER PLAN CONT. GRADE Z BEAM REINF. HAIRPIN �I , W PER PLAN PER PLAN ii 144 , %� % /// /// 1 ° �1 • 1 MI I C/ \\V 6 b" WALL GI RTS t r a II 040" o/c i ...- I I 1 - I TWO L10U RA 1 o R TED o >_ /SEE PLAN SEE PLAN ■� , WALL ASSEMBLY jrn-A R REINF. FOR REINF. _ ! •. • • ! GL . SIDES 3" G �, , • `1 z isial R LR. 4 STM. �' SI DES SEE PLAN ' 1 8TM• FOR IN ♦ ♦ ♦ 4 •I b'-D" SQ. SIZE PER PLAN I i �- LI > z ...1 , 4 D x b -O E END F H J .1 0 - A L FOOTING O WALL FOOTING 000 CORNER FOOTING L�� �- O EXTERIOR TWO HOUR WALL SECTION � � ,"' '-Q"' 2 LOCATIONS 3/4'=1'-0» 1 LOCATION EACH 3/4'=1'-0' » 1 LOCATION 1/2 =1 -0 f UL DESIGN No V421 (/) 4 ..C1 COMPRESS INSULATION 4 * Uo EXTEND GWB TIGHT TO • 0 METAL ROOF (CUT C) 0 (1) < AROUND 4 SEAL AT 0 0 •sup. RIGID FRAMES) b" WALL G I RTS ila• .;, Vitt .� __ - M__ _ 087F125-1$ (7/8 HAT CHANNEL.) EAVE METAL BLDG. _-- ' FURRING STRIPS • 24"o/c 14. Z ADDITIONAL 6" 'C' ' w/ (2)-3/8" SELF-DRILLING (2)-LAYERS 5/8" TYPE "X" z!* I ' ril� ', PAN HEAD SHEET METAL TYPE Z IP+. WALL GIRT OR CLIP .A , SCREWS, ONE EACH LE 0 EACH ,, , GYPSUM WALLBOARD N N T SUPPORT G.W.B. `+ BASE LAYER w/ 1 I/4 SELF DRILLING STANDARD METAL. ■ GIRT. BUGLE HEAD SCREWS • 8" o/c HORIZ. Z Ns r ' SECOND LAYER w/ 1 5/8" SELF . SIDING ' N Q �� ; __ _---- (2)-LAYERS 5/8" TYPE "X" C;WS DRILLING BUGLE HEAD SCREWS 41 8 o/c ' ` __ - -- - BASE LAYER w/ 1 I/4" TYPE S HORIZ. (MATCH GIRT SPACING) f (2) LA''ERS 5/$ TYPE X GW8. �� 1 BUGLE NEAR SCREWS 410 24 o/c r-, BASE LAYER w/ 1 1/4"' SELF 'A i SECOND LAYER w/ 1 5/8" TYPES } �, DRILLING BUGLE NEAR SCREWS r -- i RIGID BUGLE NERD SCREWS Q 12" o/c STANDARD METAL SIDING to 0 e" o/c NC IZ. i I FRAME OFFSET JOINTS 24" ANY DIRECTION ATTACH PER MANUFACTURER ° SEC ND LAI'" w/ 1 5/8" SELF • BEYOND Co DRILLING EWJGLE HEAD SCREWS 1 6 BASE TRACK N " o% NORIZ. OFFSET JOINTS i �' / i� b GONG. SLAB FINISH 0 24' ANY DIRECTION (2) t-A,'YERS 5/8" TYPE "X" G WB. PER PLAN _ . r GRADE ■ BASE YER w/ 1 1/4" TYPE S _ f •t t ';s b" WALL GIRTS • N 1L ° Ii 40" o/c �', BUG�..E. HEAD SCjZ WS 0 24 o/c '� '�irl.I.,_441431 - I ►� SECOND LAYER w/ 1 5/8 TYPE S311�"''' 4 BUGLE HEAD SCREWS 12" o/c '` OFFSET JOINTS 24" ANY DIRECTION 087F125-18 (7/8" NAT CHANNEL) DWG, NO. : FURRING STRIPS Q 24 o/c o w/ (2)-3/8" SELF-DRILLING PAN HEAD SHEET METAL TYPE SCREWS, ONE EAG1-1 s 3 N LEG 0 EACH WALL GIRT. ° 0 TWOHQUR WALL AT EAV E TWO HOUR WALL AT SILL » • M' 3/4,*.1' -Q. UL DESIGN No V421 3/4"..11-o* UL DESIGN No V421 050414--S _'_ S _ _-_ I SECOND FLOOR —0-- 2x NON-SRNG. WALL ^� _:�-2x taco-ewe:. w<:u. r 0 ��i 2x4 STUDS ? 16" 0/C 2x4 STUDS ? 16" 0/C REST ROOM � 2x PLATE Y••�' co 7 �2z4 P.T. PLATE �l�f 2tt4 P.T. PLATE 1 I/8' 2-4-1 W/ (2)- 8 Q irt* fix_PL>T.E W/"(2) 12d NAILS W/ (2)- • 48" O.G. W/ (2)- • ib' O.G. PLYWOOD FLOOR • EA. JOIST � .°.A. J�[S7 _ V OODOOD SNEAtNING FLOOR JOISTS SUBFLR - -i :f =PER PLAN fG PER PLAN /PER PLAN � 7-13LOCK I N6 PANEL 87WN. V C3 JOISTS 0 4'-0' O/G !sam.w■ I 7 1 1 1 r 1 1 r I , FLOOR JOISTS � { 7_0. 1 * W s � PER PLAN � � � x z \ W''N..... \--DBL. JOISTS UNDER �.�fIC \-SIMPSON � FLOOR JOISTS �I •' d / \s\ f: JOISTS WALL PER PLAN -�. DTG TRUSS �V PER PLAN � � BLKGi. PANEL PER PLANS FIRST FLOOR CLIP i 4'-0' O/G � � 0 • 48" O.C. REST ROOM � IMP.+ON DTC TRUSS Z Z -- ur/ (2)-#10 2x NON-BRN4. WALL CLIP • 4'-O' 0/C i y o TO TEK.JOISTS 5 �— �2x WON-BRN4. WALL r O � PARALLEL PERPENDICULAR PARALLEL 1 FLOOR JOISTS 0 NONBEARING WALL e FLOOR JOIST 0 NONBEARING WALL FLOOR JOISTS 0 NONBEARING WALL e 3�4��1.^0. 3/4"=1'-0" S4 3/4-=1'-0" i I/8' 2-4-1 PLYWOOD W /4�� 1/2" PLYWOOD I I/8" PLYWD. FLOOR SNEATIdING � `�' t RISERS � � � 10 STEEL GE€ it 0 I2 i JOISTS BUILDING ER —� SECOND FLOOR JOIST CONNECTION 2x4 RAILS o 13" o/c ,r, ., EN.ILLNOSEO II MANUFACTURER PER BUILDING w/ (2)-Ibd EACH ��,q�g, �-- I REST ROOM MANUFACTURER VERTICAL � 11..41E =� \_... 2z4 STUD i EACN JOIST , , � .' JOISTS ,�, `9 11/8" 2-4-I PLYWOOD (3)-ftl2 SCREWS TNRU' Zy I I/B" 2-4-1 PLYWOOD 4x4 STANDARD r AX �� , PER PLAN m FLOOR SHEAtN11�4 �JOIST INTO STUD, TYPICAL m FLOOR SNEATNINGi z--- • 48'o/c MAX. I I ' DE OF' L ;;a;;;F AIR JACKS 8 � N8Q7$) CENTER PER BUILDING NAACKS W/ •. =MANUFACTURER. 'STAIRWELL! f e \ �r T'!&M !8 PE"X JOISTS LING o� � - � HEADER PER PLAN � � .i PER PLAN 1,4116x45� O �. � _ -� ,, a a g� 1 WI6x45 FLOOR BEAM J W PER BUILDING. M � St\- W MANUFACTURER BLACK NC, OEEAGN cv � z kNo.FIRST FLOOR g STANDARD --"+— REST ROOM PERPENDICULAR HALF WALL 0 PERPENDICULAR �, TYPICAL STAIR FRAMING [+� FLOOR JOIST 0 FLOOR BEAM FLOOR JOIST C� FLOOR BEAM MEZZANINE RAILING z ____ 3/4',.1'_0• �� 3/4'=1'-0' e 3/4'=1'-0' e 3/4"=1'-0' 0 1 t W c421 �- 3625162-33 STRUTS ROOF PURL INS BETWEEN ROOF R-13 INSUL. TYP. EL. VARIES: PANELS • 8' MAX. O.C. JOIST CONNECTION PAR BUILDING k� ��� �� � 2 _� 011 MANUFACTURER iimiliniiiiiiiiiiiiiiiiimmuiliiiiiiiiiiiiiiiiiiiiiiiimmiiiiiiiiiiiiiiiiiiiiiiii........_ --■116104 1 1/8" 2-4-1 PLYWOOD l I/8' 2-4-1 PLYWOOD FLOOR SHEATHING � 4AP � ���------,�r.� QW FLOOR $�NEATNING m � � INVERTED TRAGK� Q 800T200-33 w/ 4 LEGS � JO" 3TEEl. CEE �P`.aON D512 10" STEEL GEE STAIRWELL � t�SPECIAL T�� t400-3� �M�-� T�� Z U JOI$T5 PER JOISTS PER w/ 4' LEGS 4n4 INVERTED � �j �► J BUILDING �WF�-rU�R MANUF/AGTURER 2x4 STUDS � � � 4. BUILDING pq�g�,g 2xG SPECIALR � TTP4KG4 J dW N N I LAYER 5/8'' 0 24'STUDS UPPER ENTRY 5/811 G� 4n4 � � Z � �-- �-- GPO EA. SIDE � . (Y EA. SIDE, TYP. � 1 , 1. � w ji wi6Xas FLOOR e� UPPER d U ILDING � -ter— � <Cg . ali 4 MANUFACTURER�.�uR� � WAREHOUSE �" fa► ct � FILL HEIGHT WALL DEMISING WALL C.) 0 64) 4` FLOOR JOIST 0 SECOND FLOOR LANDING e WALL PARALLEL TO FLOOR JOISTS 9 PERPENDICULAR TO ROOF PURLIN ,o PARALLEL TO ROOF PURLIN � (..,r t� Z /�,,, 3/4's1'—Q" 3I40=11-0" S4 3/4"=1'-0" S4 3/4"=1'-0' . Z IOC 4 . • ‘444C # METAL ROOFING tit I ti* /4t. Z PER BUILDING ErN. a MANUFACTURER LI,.. f ......,,._.... .N .1/4.0 "Vtiff le co= ij o o V-1-1,e N ROOF PURLINS � ° 40 PER BUILDING ° MANUFACTURER r '`s "`�\ Tv& two 1 RIGID FRAME SEAM �7•'?1ET1irl" J PER BUILDING - . .t-, °,,. , - o MANUFACTURER DWG.3x3xi/4 ANGLE x 0' 3" NO. w/ (2)-TEK SCREWS 4x4 WOOD TO RIGID FRAME FLANGE P05T PER RAIL PLAN S 4 �, t0 4x4 WOOD POST IN o 11/10 x 2' VERTICAL SLOT 9 f 1 .Q 0 GUARD RAIL COLUMN CONN. 0 RIGID FRAME e 3".=,....0. 050414-S ................................ _ I T.S.TS. 1 1/2x1 1/2x3/16 POST _ _ _ • 5'-8'so/c MAX. TYP. 040RIZ. PROJECTED DIMENSION) 0_ - . __ T.S. 1 1/2x1 1/2x3/16 POST _ _ _ _ _ 1 _ 0 6'-4'Io/c MAX., TYP. _ 5: CD (i4oRiz. PROJECTED DIMENSION) 7 3. T.S. 1 1/2x1 1/2x3/16 RAILING 1 1/2" SQ. TUBE 14ANDRAIL _ _ S4 .. r;3/16 I -rm. T.S. 1 1/2x1 1/2x3/16 RAILING - . • 12 1/2" o/c, TYPICAL C10x15.3 . RI • 12 1/2" o/c, TYPICAL -_ - - - _- - L) 6.1 b- 3/8" END PLATE x 3"x12"* C 10x153 STNGER TY'P 130T14 SIDES _ _ 1.4..i 1..... . 7 I ud (2)-1/2". M.B.'s :51' ass < im in 11 , , "- i- 1 1/2" SQ. TUBE 1 TOE BOARD C.) CI in 5"x1/4"x CONT. ••••••••• ti 0: 'TYP. 44, / NANDRAIL TYP. 1 Mb ii r (i, C 10x15.3 STRINGER N "OPENGRIP" TREAD .. in i 1 ,:• TYP 80TI-1 SIDES N v i maarkaaam 3/16" CAP PLATE I a x N "qt w 41--- Imo 3/8" BASE PLATE Z l'OPENGRIP" TREAD N z N 3" x 6"t q 3/14 Nvi 4 5 1/51(2 0 Z U(J‘ii IgNIO EM0B3LT N, . . • CO " a. o C 10x15.3 C1-IANNEL T54x4x3/16 '.1*". . •, I v. — E-1:11 N1111116. .!,. a •. 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