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12511 SW 68TH AVENUE-3 A complete TJ-Xpeo framing plan Includes the Trus Joist Builder's Guide or Pocket Guide lb 0 : : : . 'n TJX1n-,-mwf: CS J COS r\-C-S) C5 CS JOIST AND BEAM LIST — -- : : ••% % I flirt Unit #of Net -� " " • • , ' Lb Lcrytli Product Qty Plies Qty TTT—'I-T---T7—7—F-'(T —'T r-^TT--T'f�T7'—T'I -- - n s ••• f Hl H3 HB Hg T--r,--,T-�,--TT—r,--�T—T —,-r--r H3 — -- W3 N3 j J1 32' 117 8' T P -2 . I / JU ro 50 Joist 20 1 20 J2 31' 117/8' TJI/Pro-250 joist 1 1 1 33 29' 117/8' TJI/Pro50 joist 1 1 1 J4 28' 117/8'1JI/Pro-250 joist 16 1 16 I L J5 27' 117/8'TJI/Pro-250 joist 1 1 1 ■ , { i ! I J6 25 117/8 TJI/Pro-250 joist 1 1 1 J14 I , ! I t I J7 24' 117/8' TJI/Pro-250 joist 1 I 1 ''J8 23117/8TJI/Pro-250 joist 1 1 1 I • { I I I I I ! { I I J9 22 117/8S J TJI/Pro-250 joist 6 1 6 J12 J1 I i ? i ' + J1O 21' 117/8'TJI/Pro-250 joist 1 J18 J18 J18 �--- J12 i , 3 i J11 20' 117/8' TJI/Pro-250 joist 1 1 I 16' J12 18' 117/8' TJI/Pro-250 joist 4 2 8 J9 1 { } I 3 { I t ! I I ► I I CS " J J13 18' 117/8 TrJPro-250 joist 25 1 25 I 1 ► J } } I } I i ! i j J14 14' 117/8' TJYJPro-250 joist 6 1 6 } , ! ■ RMI cs J15 4 11718N TJUPro-250 Joist 2 1 2 J16 3 117/8 TJI/Pm-Z0 joist 1 1 1 ' � 1 J17 31' 117/8' TJI/Pro-350 joist 11 1 11 i lie 19' 117/8'TJI/Pro-350 joist 12 1 12 J19 18' 117/8'TJI/Pro-350 joist 2 1 2 ! I H7 ; Al I ! i ! Al { J Ml 4' 3 I/2"x 117/8'2.0E Parollam PSL 1 1 Al H2 .� Bk2 Bk3 ! ' ! I I { ; + I es 612 3' 31/2"x 117/8"2.0E Parallam PSL 1 1 1 ski r1 7 + ACCESSORIES LIST _ cs Plot Unit #of Net ! I ID Length Product — — Qty Plies Qty Wbi 8 5/8" 5/8"x 2 5116' Web Stiffeners 16 2 32 1 { I Rml 16' 11/4'x 117/8"1.3E Timber5trand LSL 4 1 4 •N-1 I ii 1 � . ! I I ! f � � I � � � I � ! I � t I � i i 1 Bkl 1 21/4" 117/8'TJI/Pro-250 Blocking Panels 167 1 167 Bk2 V 111/16" 117/8'TJI/Pro-350 Blocking,Panels 54 n9 1 54 Ccl 192' 4 3/16' 13/4'x 117/8'I,BE MicrolWn LVL 1 1 I r ! r ! I OS CS — _ 14 ( ( i I { i } i I i I f ( } ( { i { J 1� CREATED BY Bl ' I ► ! i ? 1 ; , ! i ; I ' J10 RECEIVED --- — – J4 BAC WEST CS 20285 A CIPOLE RD. OEC 0 5 L.002 aL7 ! f � I ! � i I I k � I I I 1 i , � � i P.O. BOX 1349 D� { I j { ' ! I ! 4 `' I I ' ( I { E s CITY OF T!GAC�DN SHERWOOL,OREGON 97140 { ! I ! BUILDING DIVisio Ino , I 503-925-9663 J17 ;890FAX:503-825-4613 all KKK7777�' i � � � f `• i I f { 1 , � �� j ! { 00 - des 16 CS C; , f � f (�� 'I�� LEVEL NOTESApproved-„ .,,..File Name; 1658-r1 ob ca,ditlonally Approvc+tl...., For only the wank as cta*t;rtbW in: j t PERMIT NU.- _Q� 00 u ± f I ( Level Name: I-J.T.Roth 8700 BLDG CS { ? I ! i I ' See Letter to: al ............................... Piot Date: 11/5/0213:16 f,,acn............... ): JobA BY .�'y — Date: —' COS1 esO Date: 11/5/0213:04 Drawing kale: 1/4” : V N Job Status: 1— SYMBOL LEGEND Foundation..............Foundation T of r I ! I I 1-J.T.Roth 8700 BLDG..Plotted II Joist Type!! I I H5 11/5/0213:04 M Rectangular Product Type 2-J.T,Roth 8700 BLDG-Plotted Hl Hl Hi H3 ` i ' 1 I { I , H3 H5 11/5/0210:03 Btarirg Wall H3 : 8 � N3 , H3 1 I � r UC5 A;A �.� , i , i i i i �'� �I� i . 4 ! ' i ' Bern NOTE:Level design times indicated above provide assurance for proper levelBoom By Others(BBO) csis �5 stacking.Upper levels must have earlier design times, x Column(CBO) ---- -- 61'-2!�" Design Methodology: ASD H Hanger Type Floor Area Loads Vary: U N Symbol 50 to 100 psf Live Load � � NOIR FROM OPERATOR _ --- --- -- 35 t0 35 psf O�.ad di Partition Load Pc Parallel Closure Type � 1.) JOISTS MAYBE OFFSET+/-3" — �_+ HANGER LIST-Simpson Strong-Tie Company,Inca i— Additional operator input loads have Bk Blocking FOh PLUMBING CLEARANCE, Plot �� n9 Type ID Qty Product Label Top Nails Face Nails Member Nails Notes Eb Extra 8ioekirg 2.) BEAM CALCS ARE PER DESIGNER �- -- - — �- ----- Maximum Join Deflection: {Lineal board length for panels LOWER FLOORFRAMINGOF REGARD.IF PRODUCTS HAVE NI 23 LBV35I1.88 4-lOd 2-lOc� 2-N10 0480 Linc Load clififercnt from the O.C. i spacing) BEEN UP6f'tADED AND SUPPLIED BY H2 3 ITT3511,88 4-N10 2-N10 2-N10 L/240 Total Load - --------�— BM"WEST CALCS W11 L BE PROVIDED. H3 71 LBVII.I?; 4-i0d 2-10d 2-N10 TJ-Pro Rating Information: Point Load Scale 1/4tt=1�-0° H4 4 ITT11.88 4-N10 2-N10 2-N10 Weighted Average: 45 H5 6 LBV11.88XL45 4-10d 2-10d 2-N10 (2) Line load 3.) BUILDER TO CHECK ALL JOIST H6 4 Not Found Lowest Rating: 38 LENGTHS BEFORI:ORDERING H7 3 MIT411,88 4-16d 2-16d 2-NIO Highest Rating: ck Area load Glued d�Nailed Dukiriy is Required H8 4 LBV1I.88-2 4-I0d 2-10d 2-N10 Direct Applied Ceiling is Not Required O Detail Callout Label 4.) DOUBLE JOIST;.,HAVE NOT BEEN H9 2 LBV3511.88 4-10d 2-10d 2-N10 (2) Floor Decking: 23/321,3/4'Panels(24" (See Builder's Guide or Pocket Guide) PROVIDED UNDER PARALLEL Span Rating) WALLS.BUILDER MUST SPECIFY. Hanger Notes: — Bearing Width Label (2)Web-Stiffeners Required Non-Residential Level �- Joist Layout Symbol I 5,) TJI PLOTS SHOULD BE REVIEWED Norval O.C.Spacing: 16"* BY ENG'R OR DESIGNER OF RECORD Default Wall/Beam Width:6"* �----- BEFORE CON57RUCTI(NV BEGINS - ---- - `�- — ----i-_-----� Sf wtdord Blocking:Bk1* 68th Ave. 12511 -TOB COMMENTS TJ-�ihMI 6.17 (#681)D euPzoo I of r27 c�oo2-oo5ae J.T.ROTH CONSTRUCTION C6.17 D6,17 56,17 P6.17 TRUS JZt35T — ROWELL EN6RG *U�Jess noted otherwise _--- - -- ---T----- —- - 6700 BUILDING -- --_.__ __--____ —____ ,_.�__ FOR THE TJ-EXPERT WARRANTY _ - -- —— - - ---- SEE SUILDEAS GUIDE OR POCKET GU1I)E NOTICE: IF THE PRINT OR TYPE ON ANY Ijlfill Ijlllll IIIIIII ! I ! IIIIlllllllll IIIII lI!� IIIIIII II"flfrT IIIIIII 11111 1�111I111 III }111 III � III IIIIIL' IIIIIII 11 !11;1 III �III tll � lll 111111 I�IIIII III III 1111111 III �III 11111 I 4 1 1 ' 7 18 I 9 I 10 11 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1-------- � _----- F)1 _ _-- _- _�_ _______�_________1__ - l_ _ 1� J . ! COS COS IT IS DUE TO THE QUALITY OF THE No.3e a. ... ORIGINAL DOCUMENT I 7tYgN IIIIIIIIIIIIIIIIIIIIII�illllllll�llllllllll IIII, !�— I l I i i��r ! I III IIIIIII.�!III111111111,I1(IIIIIIIIilllllllll�llll�l►IIII III 11 + � � + III 1111111111111II.III.111111111111,11111111111111111 I I I � II.11111i1 lllll111�►III►IIIIIII11.111►11111111 IIII . �, �1►11 l l I I� Lilllllllllll 11111�II�WIII I f i O♦ » • r I 4 • y• • • y A 4» M°� •• • A complete TJ-Xpert framing plan includes the Trus Joist Builder's Guide or Pocket Guide • It P-W °• • ••• • • • • • ♦ • • Y • • . �� --- - L2, JOIST ANS BEAM LIST •• •• Plot Unit #of Net • •• ••• .. Z LtVh Product Qty Plias Qty 78'so 2 7' -- --`- _----� -� 61 9" --- -- __-- _ J1 3 117/8' TJI/Pro-250 joist 5 1 5 Ll� ----- 7'4' - J2 33' 117/8" TJI/Pro-350 joist 6 1 6 i. ECC44(by others) EZ E2 1250 plf Wal! _ 1250 plf Wnll EZ A J3 24' 11 7/8' TJI/Pro-250 joist 6 1 6 1250 plf Wall E1W EZ E1W i E2 ` 1250 If Wall � 11250 plf Wall EZ 1 ECC44(by others) - 1.250 plf Wall J4 lf;' 117/B"TJI/Pro-250 'O�St 7 1 7 ! Ti X p i E1W 1 pif Wall ^� j • M7 H13 H15 H5(inverted) -- H9 H9 H2(inverted) H9 ��_ H5(inverted) N9M&M __ H9 H15 H5(invert _ H15 H9 His M7 L`�' J5 16` 117/8" TJI/Pro-250 joist 36 1 36 12\ .- _ _ H9 -' I 'H1 I I i H2O I I j II H19 II I i H19 H9 ! I _ _ J6 14' 117/8"TJI/Pro-250 joist 8 1 81 I I 11 1 I I' H2O I I I I I H2O I I ' I 1 H2O 1 1 I I 1 ; �1 T - - -. _ _ I I H9 17 12' 117/8' T P 2 i 'E 1 B - - " JS 10' 117/8"TJUPro-250 Joist 1 1 1 II 114 114 1J 4 I II l I (I I I I I II �k2 Bk2 �1TJ14 J 14 1 14 H13 _ ��, M7� F,t� II ! I ff II II I I II III I II � I I f I I i II ' III Ji4 114 1il J9 10' 117/8' TJI/Pro-350 joist 9 1 9 i _ 110 8' 117/8" TJIlPro-250 joist 22 2;. g III II I I III I I I I II ! I HB M7 _' H1 �, _ J _ I II I II II II I II Ili III II II II I II I _ " M7,! 2111.r ff' III I( III I I - - Ai J11 7 117/8 TJI/Pro-250 joist 26 1 26 1 H8 �II I If I( IIS { �II I I I I I I _ _ -- -- 112 b' 117/8"TJI/Pro-250 joist 14 1 14 ' ;if I II III II If II� I !! + 11 if I I II I .- ---._...._ - .._. . . " J � I JII I �II II II� II 1 II 1 i � - - -� 113 5 117/8 TJI/Pro-250 joist 2 1 2 II l II II III 11 J1 II I II ! J18 II i _.._ � � I I I I 1118 ' II I � _ .-�__ _______-__ 114 4' 117/8" TJI/Pro-250 joist 10 1 10 v HI f l 1( III I (EIW r PRO/3 I115 2 117/8 TJI/Pro-250 joist 1 1 1( �) !1 ! II (P�o/350) !I III I I(Pao/3�0 , I .� r J I ! I II - , J16 1 117/8 TJI/Pro-250 joist 1 1 1 i I I � ■ J I II I I ( II II jolt 8 1 8 III I III I J5 11 I I; I I I1 I I I I I I 117 21 117/8 TJI/Pry-350 ' ' _ - I,., AILH9 350 joist 26 1 26 fl II 33 II Eiw "0;3 � � � " '" ___�_.._ _ _�= =. 118 Z0� itl/8� TJ'I/Pry+-J19 18 117/8 TJI/Pro-350 joist 6 1 6 5� I ! 11 I 1 ( ) � Ill III III II II. I II II I I I ! I I I Il i I I[--' _�-��-1•.^' _� " r _ - _ M1 21 13/4 x 117/8 1.9E Microllam LVL 1 I 1 I II� i II II I II II I III IIS-'--- - --1 II 11 I I II ,II Ili f l I l i, +I I III if I I i I I i I I i t 11E - � -- - --- H� M2 20' 13/4'x 117/8" 1.9E Microllain LVL 4 1 4 i Ill I J17� I til III II' !!! II. j II II I I ! I II I I M3 16 13/4'x 117/8"1.9E Microllam LVL 12 1 12 I IE- M4 10' 1314"x 117/8" 1.9E Microllam LVL 7 1 7 850 If Wall 11 50) I I I I I I if I I I lj I I I I I I I I I I I I r r -- __. ... ____...___-.__ ...__. _ ._ _ _.� I I 1 H10 I III iO 31 �II III , Ii fl I Ili If II I I I I II I I I I�_._-___. _ __..__ __.._._ 850 pif Walt M5 8, 13/4 x 117/BN 19E Microllam LJL 7 1 7 1 4 _ I I I I I M6 4 13,14"x it 1 �►l_=_ _ _ 1 _ _F_�I►_ II } 7/8 .9E Microllam LVL 6 1 6 H10 _ I I� I I I I I ; I I I I 11 Hit i I _ = 0 M7 8' 3-1/2'x 117/8' 2.OE Parallam PSL 6 1 6 I f ! ( f II I I I I I I I I I ►, ; I _ - M8 - - N/A ---- -- 1 ell I IIS II II I I I i Iii I I I� - Dap 5-1/4"x 16"beam to N r I I I I II ! I 11_ " M9 21 3-1/2 x 117/8 2.0E Parallam PSL 5 1 5 1 I I I! ! ____�+� _ H9 5-1/4 x 7/a at cantilever j H� H"9 -- - area M10 4 31/2"x 117/8' 2,0E Parallam PSL 3 1 3 300 pif Wall f II ! ! I ` III I II III I I I I II f i I - - Iii l N4 uM6 J ; II I I( I Bk2 ' (I I f I ! ; I I I H4 I II i 16 !E _._____-_._.._._.__. __-_ _ �� Mii 3 3112'x 117/8"2.OE Paralkn PSL 1 1 1 N10� I J I Bk2 ! ! -u,Mil = r- a� _ `- _��'� _ �_` ��; _-==-__ _ 18 M12 20' S 1/4u x 11718" 2.OE Parallam PSL 1 1 1 ;��+ -,ter = I H3 11 Ali H4 I M13 19' 51/4 x 117/8"2.0E Paralkun PSL 1 1 1 Al I � II ;,3 II - I T OA, H3 I .o E1WM14 18' 5 •./4"x 117/8"2.0E Parallam PSL IA3 �!'" I"' ( N1 I I � F au A3I { M15 14 ,4 x 14 2.0E Parallam PSL 1 1 1 M16 16 51/4"x 16'2.OE Parallam PSL Hit I I ACCESSORIES LIST H10� I I M4 _ _ H10 I _ _� � _ _ _ CU - _._.___ .__. -_ _ " i I 1 f � I I I�. Plot � N y i I J8 Ji2 11 H9 ==x!15-- - -- 850 plf Wall ID LeixJth Product QIY ' H9 H10 I 1 M4 1 I I I ,--- -. 1- - f _ __ H9 0 Wbl 85/2 5/8'x 2 5/16" Web Stiffeners(250) 86 1 850 if Wall I f 1 H10 ' ( � , �_5_..__._ _. ...- i � �� N r � r Xi I I I H3 1 ! 1 --__ - - H9 - wb2 8,��8 1/2 x 2 5/16 Web Stiffeners X350) 134 LJ LU I11 J4I 1- Rml 16' 11/4'x 117/8" 1.3E Timber5trand LSL 6 IHI 1 I 36 �I IBk1 14-1/4" 117/8'TJI/Pro-250 Blocking Panels 200 Bk2 13-11/16 117/8" TJI/Pro-250 Blocki N �Panels(350) 40 319 III N1 8k2 9-11/16 117/8 TJI/Pro-250 Blocking Panels(350) 24 H10 __ X14 ___ H10 Ccl 232' 13/4"x 117/8' 1.8E Microllam LVL i 2 ROWS OF 1 _._. � -__ I I I I I I� '�" -' f i CK 4' 4'x11-7/8"3/4"cantilever reinforcement 39 i I I�- Cr2 2 2A-5/8"x24' 5/8cdx web stiffener(250) 50 TJr Bl.oc�. I I I N9 Cr3 2 I 1x8 5/8 x24 1/2 cdx web stiffener 350 120 H9 � R T1 I I I I � I I! i A3 � I I JE- H10 C LEVEL NOTES H10 f1 III fl) ! =-- - _M4 __L I III III _ �,- � _�Z - - BBO' - I Hl I ! ---- N19 EZ File Name: 1658-R2,job _ _ _ 01 _1 I I 1 I l i -Tn`--r7- H10 �' ' m_ r�--n -�-r -n- ,7, - --.•�-R-.7--�•r- - - I I { III I I I I I I I' l i ! - H2 ' HT �.�H7 J1b. Connection 2 Level Name:2-J.T.Roth,8700 BLDG + i f I f I I I Hie 11 I I I ' �� Ji4 H10 H0 11 Hi I I �� 850 plf Wall 1 :J2 i + I I I I I I 1 44nverted� 113 (by others) Revised 12/01/02 A i _-- ._.._._._..._.. _ .__ .- _.� II � III I!i J12 I /350 I I f I I! II II II II II II I I \� 1150 I at � ) I I II JB 110 f Wall Design Da;•e: 11/5!0210:03 ii ,I I �. p u _ III If IIf II III if l 11 I (; Hl ,, �� i EiW Q Drawing e• 1/4' i II II I I I I \� 19 E2 Job Status: SYMBOL LEGEND II' I I , III I I i I I I I I i I I (I 147-inverted, �I� Foundation..............Foundation 11 I II' I it (I i fl II ' I IType ++ � I �� - 1-J.T.Roth,8700 BLOG...In Input Til Joist _.__ _.. I I I i I I 11 II I I I II II Fli- !! II I ► ,$�. H9 1-J.T•Roth,87U0 BLDG...Plotted M Rectangular Product Type II if I II f fl II I ' II I 11/5/0210.03 - 3 I I I I I II fl I IIII II li II I ! � ' Bearing wall = I I I I I I II , II III II 1 II II II I I �• (El NOTE:Level design times indicated above 12 r.M7 H8 �� provide assurancefor or ro level Beam J13 H9 �� stacking, Upper,levels must have earlier Br s H13 H91 I I I : I I II III II Il { 19 B Beam By oth�rs(BBD) � 1 ! I I I I I I f I I design Mmes. 11 J14 i I I I ` I I II' II II II II II I II �I E ( others) 11 J14 x Column(CBO) Design Methodology: ASO \ VII- �_L�_ _� j 2 ` H911 7� -�- ! I I I H2O I I iI - 11 _-_�- -- I 15 2 Floor Area Leads Vary: H Hander Type -- - H19 I 11; I 'i19 ' II I 11 H19 t II H19 '1 ! rY YP I i , j I I HANGER LIST-Simpson Strong-Tie Company,Inca 50 to 100 psf Live Load { 1250 plf Wall 1 H13 H5(inverted) H15 H15 H9 N9 H2(inverted) H9 1160' ia9 H9 H9 H2 Inverted H9 Plot 35 to 35 psf Dead d Partition Load u 'Symbol E1W > 1160 pif Wall EZ 1160 If Wnll - ( ) �160 pif Wall CEIW) Q p E1W 1150 pif Wall ID Qty Product Label Notes Reaction Type 1 E2 J EZ Ez 1 _ Maximum Joist Deflection: Pc Parallel Closure 2, ♦ _ _ 7,�, T-� �__ 4- �� - - U480 Live Load , 27 �- - - _- -� -'- ------ - 2T 11 vtc - - I 42 T1T11.88 U240 Total Load Cc Cantilever Closure Type Connection(by others) yr` I I I;[ 125 IUT11.88 TJ-Pro Railer information: ' 22 H3 52 ITT11.88 I Bk Blocking TM H4 16 rM511.88 Weighted Average: 57 H5 50 IUT3612 Lowest Rating: 37 Eb Extra clocking H6 9 SULI11 (2) Highest Rating: 71 (Lineal board length for panels Glued 6 Nailed Decki Is Required different f rom the O.C.spacing) �- H7 9 SURI11 (2) n9• eq H8 3 MIT411,88 Direct Applied Ceiling is Not Required Point Load H9 34 HU11 Floor Decking: 23/32",3/4' Panels(24" 'f. H10 13 HUII Spon Rating) Line Load Hll 2 HGLTV5.511 H12 1 HGLTV5.511 Non-Residential Level 'I Area Load ` UPPER �L 0 0 RFRAMINGH13 9 HUC412 2942# Normal O,C, Spacing.. 16 * Detai!Callout Label___--__ H15 2 N/A - 12 Default Wall/ Beam Width: (See(See Builder's Guide or Pocket Guide) ----_ . -- --_.._--- -- ------- H15 2 HGU5411 4200# scale 1/4`1=1'-4° --------- --._.---- _._.____-- H16 N/A - _----_ .___. Standard Blocking: Bkl* Bearing Width Label COMMENTS _ _ H17 WA J.T.ROTH CONS i RU0. 10N H10 1 HU612 Standard Cantilever Closure: Ccl* �- Joist Layout Symbol ROWELL ENSRG H19 18 IUT312(1.5")(PRO/250) (2) TJ-Xpert 6.17 (#681)D Wall Header/ I! 1�ni 8700 BUILDING H2O 11 11210-2(36)(PR01350) (?) 66th Ave. 1251 ----- .----_-.�----_---- __-__-- _---- C6.17 66.17 56.17 P6.17 -----I BUF'2J02-00522,MEC2002-00546 notes: (2)web stiffeners required 2 or 27 FOR THE TJ-EXPERT WARRANTY --- ----- - - --- *Unless noted otherwise ---SEE BOIL PO KET-GUM NOTICE: IF THE PRINT OR TYPE ON ANY i(I f I I I I I I II I I I III 1 1 1 1 1 1 1 I I I i I I I III I I I I I l I I I III 11 I 1 11 1 11 III 111 1 1 1 1 1 1 III III 111 III 111 1 1 1 1 1 III III III III III ! I I I 1111 111 1 1 111111! III Ill 1111 III !I I 1 1111 'I \ IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I UE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT 9 T 4�I �6 T SL L IIII IIIIIIIII IIII IIIIIIIIIIIIIIIIIIIIIIII�II Ill I I I . ' I II IIIIIII l lllllllllll�IIILIII IIIIILIIII I�I Illlil lI II IIIIIIIIIIIL{IIIIIIIIIIIIII .11�11I1�II ! I lllllllll!l�IllllIIII�IlII�IIIl.IIIl�IIIlllllllllllllll I II i ll lllllll'►IIIIII ll�l(IIII y Y • ♦ • „• mp I n9 .a • A complete TJ-X framing plan includes the Trus Joint Builder's Guide or Pocket Guide ' • ••w w ' (.�` Ti XrWart. . . . . . . . . . V , i •b S NON-LOAD BEARING CANTYLEVER 1-3/4'Miuollam LVL® ' closure R \ C �li^9 Poral wI o� chid on T fats must be protected from Gr a mnation Parailom �la columns. extended expo n to the weather. \� l! 4 S � a i ,I \1/3 adjacent qn(Maximum) a Example:4'-0'(uniform loads only) I Ad. f 2x4 minimum J �^ A squash blocks Example,12'4r r1 6 1 C[ Solid block post loads from �7 abase to bearing plate below. Til$fists may he cantilevered up to 1/3 the odj W spm if not _ F2supporting concentrated kids on the cantilever.Cantilevers See detail-WV for web c. exceeding 4 feet may require special consideration.Contact `stiffener detail F your Tars Joist MacMillan repmsentelve for assistamce. - f r16er5trand AN BOARD LOAD BEARING CAM+EVER i 4'0, rgth of 3/4'plywood reinforcement I For further information on one side at E2, — -- — - on lateral load refer to cur mfit Timber5trord 1.51+® Web stiffens red on riff board literatim bock side of TJI for hanger attachment 1-3l4'Microllam LVLclan DwiU2 Q PRO/250 IUT312 a PRO/350 � inverted pager (I011 Q 250 lois") 1-1�4'TimtsStratd TJI foists unite be protected from (It1T3512 Q 350 joists) rim board extended exposure to the weather. i Web stiffens A� — E2 Attach reinfto joist top and See detail"WS'for web bottom f with 8d(2-1/2')common nails stiffener at 6"o.c.When reinforcing both sides, details � , U3 spm(maximum) stagger ails to avoid splitting. Example 4.0"(inform foods only) Ad*ent span Example:12'-0' Load bearing or shear wdlabove — TJI�ists may be cantilevered up to U3 the adjacent spar if at Load stack over heawall refold. Xi supporting concentrated loads on the aontilevs.Cantilevers See detail'WS'for web(musl exceeding 4 feet may require special consideration. stiffener detail LOAD BEARING CANTILEVER Blocking panel �. 1-3/4'Miublkm LVL ® k clan 5/8'cdx web stiffener Top flange Support gum 2-5/16'x 8-5/8' hags attach to aach side of joist with 3-8d box mils Face mount Web stiffe��uired ham' _PRO1250 W.S. uu each sfde at E1W. 5/8'cdx B-5/8'x24"C W/250 (2)1!2'cdx 8-5/8'x24'0PRO/350 (2)1/2'cdx web stiffener —�_—. _ — ---_-I See dttall'WS'for web I2-5.',6"x 8-5/8" C1W See detail"WS'for web stiffener detail attach to each side of forst stiffener detail^ / with 3-8d box ail Web stiffeners am m*irW PRO/350 W.S. - If the sides of the longer do _ `_-- not lateralh support the TJI® joist top fk*and Per'current H1 11rus Joist Macmillm literature. WS t 68th Ave. 12511 1 BUP2002-00522,MEC2002.0054f 3 of 27 i d TRUS JOIST FOR THE TJ-EXPERT WARVNTY SEE RUILDERS GUIDE OR POCKET GUIDE .+` .... wee..�..WtW...,.,,..,-»a.a..Y.a.Y.a.nnY.tl..r..H.,....:...W....v-_.w.ww...._._n_.-.-_.._.... ,E?�VnVw..�.aa.m.a._.,,.:..�.....i_'sLY,�•.Jq NOTICE: IF THE PRINT OR TYPE ON ANY lllllll ! IIIIII Illllll IIIA I IIIIII IIIIII! Illllll 11111J1 lllllll lllll 1 lllllll Illllll Ill1111111T I TI E ---: _� bV�IMAGES NOT AS CLEAR AS TN S NO C _,, IT IS DUE TO THE QUALITY OF THE No 36 �'-7f� i ,r. ORIGINAL DOCUMENTp�F 8Z BZ LZ 9Z z bZ £Z Z 17, oZ 8i tai Gi 9t Qi �t s1 Zt it i l �8 e L 9 9 'r s Z t�"„�� 1 1111 I► IIIIII ►IIII�IIIII►►,�l�l►► ►I,III►,►�Illlllll��ll�l��lll��l� IJ indil I� I 111 II I I{ I IIII 11111 If 11111 I IIIIII►�III IIII �II IIII ( I � i 1 �li IIII�IIII, II �II 111111111 IIII III I I I II l [ �� II ► 1 111 II �I �►11111 IT ��III ►I1111111�111111111�1 111 I�►111111 11111 1111 I 'rEVISIONS 10/e/02 PW Validity of Permit PIJ,� The issuance or granting of permit ___ or approval of plans, specifications 10/2e/02 PW and computations shall not be 1/28/03 �l,U construed to be a permit for, or an approval nof this code o n violation rof any ny of the pro other ordinance of the jurisdiction. - W N � 61 WINSTEAD & ASSOCIATES PC P.O. BOX 2198TAN q n OREGON CITY, OR 97045 z Q KI 503-723-8003 O IL X PLAN CHECK ? Ti,,s plan has.been reviewed for conforrmnee with D 5s� CX��, Q and City Ordinances A though this plan appear to meet minir.W r reyuueiTlents of said Code and City Orowances,this approval does not certify D -1 r plans and design adequacy, nl mnr is any representation made that structure (� } t failure,or other structural rela+ad damage will not occur Any permit i wurtd Q pursuant hereto shall not constitute a r acotmtarxlaUat or erWorsement,but is permtscive only. 'U nl Date: — -- - REVIEWED 3 /•.aa / a,.3 to (L /7LI WINSTEAD & Assoc., Inc. By - o � N f` P/ (: LC )q t0 t0 Ott a W N N i7 M v Z i i I � in J a LL_ zr - I O Q iZ D N _ CITY OF 1 YARD I � � /—'� Approved..........................................:.............., � 2 2 .:onditionally Approved. ... „( 0 r o For only thew aadesacribed in: i c LJ �� I 1 isr�,Zz�_ CI �� . PERMIT NO.-"� 2�b � 5 '� Z SAP Latter to:F O ... ......................� ): w F, Job Address: ? J ..(� (isq U i3y:G F -Date: O lam✓I �i / I el f-��..s �O I �1 I C � 57fRL� e` Lsf A L E I S I I V E E fRI ; CITY OF TIGAtRD a lit I f D 1�1 APPrcved........................................................ I� y� I 1 y� ,�j Irs, Conditionally Approved.,...................................T . RO L� l O�� J I 101 I ®i I 1 is 0LU � ` l 1 i I � l�� I �� I 7� PFor ERMIT the workssdescribed in: �f _6f i 5 C`d 12 & 00 2 o4ve200 4NE , 102nb Ave. 15 (0` 00 / See Letter to:Fob:......................... {sa) • N .4....... KJ �9 0 5.E , Ta � lor o 1�r t Job Address: 2 b S $� $ ) LL1 r 01 0y: tom' ��tit�d �o- Oat &6 �. '22 3 fi�ortlanof , O ��i21 � ortla � ��f��,��`, < z � ol , OR �� 2 33 0 Fax : « 031 & _24 -- 023e ( 5031254 - & 2e2 Fax : ( � �03 ) 2e�4 - & 7 & 1 , r ( 50-3 ) W aO3 ) 2E� 2 - aOIE_:/�, Fax . ._ r, 0 I J Stte e 2 Z I. COVER ::+HEET 13. FOUi�1DATION DETAILS 4 SPEC. � CON,5TRL, C`T� I ON 7 T FE : = N �. SITE PLAN 14. 2ND FLOOR FRAC'11NG PLAN 4 SPEC. 5LI5JECT SITE 5L, I L. D INS USE : OFF I CE UTIL IT'r' PLAN 15. ROOF FRA1"11NG 'f'--'L,4N 4 SPEC. Z � GROLP: 5 ( OFFICE ) 4. SITE LIGHTING PLAN fro. ROOF PLAN 4 NOTES u1 m :wr.wayct 5. LANDSC,4PING FLOOR PLAN 17. STRUCTURAL PLAN, DETA!L5 SPEC. v ~ N 3. _. TOT 4 L F L O c..R ARE 4 - 7(o3 4 5F (o. 157 FLOOR PLAN 18, IST FLOOR CE ,,L./ELECTRIC PLAN N -- - :VafSCYIhV14WS: STOR I E 5. TWO 7. 2ND t-LOOR :=LAN 19. 2ND FLOOR CE IL/ELECTfi�IC PLAN n I S1Nt6nrsbNii>jy >' IR'E SPRINKLER S�JT�>'''i N® 8. EAST AND WEST ELEVATION 20. 1ST FLOOR 1"1ECH. PLAN 4 SPEC. y m d 1., _. Z z J �,1 Q SIfl�flmhurtit i ' 64 .7P! I 'VE ,QLAR1'''1 S�STE1 NQ 9. NORTH AND SOUTH ELEVATION 21. 2ND FLOOR 1''1EC1`I. PLAN SPEC. V o I i t — c v ctl u� l0. CROS.. SECTION � DErtAIL 24. SPECIFCA I ION � NOTES N � t Inst �_ ; :+ 11. LONG SECTION, DETAILS 25. I-�1VAC EC�UIE'riENT SC ;EDULE w q --- --- - _- —_ 12. FOUNDATION PLAN, DTL '5 4 SP�.�' t; SPEC, - �__ — .___-- .- - --, ��. FIRE RATED PENETRATIONS `� itP' 5r45E I R - _3 a% N m OGCU, /ANC GROUP: 5 (CFF I CE) TABLE 5-5 8,000 SF DATE:-- YARDS: 3 YAKS = 100% INCREASE 16 000 5F N 11.,�1N 31 2003 ©8/23/02 't $yiChw*Dr ` r GIT�YOF TIGARD D� BY:5PRINK,LER INCREASE: NONE MULTI-5TORY X 2 32,000 5F I 1. SEE SHEET NO, 24 FOR CONSTRUCTION SPEriFICATION STRUCTURAL ENGINEERING 11111111JgL01NGDIVISION 1'1WL TOTAL AREA ALLOUED 32,000 5F 5 ECTAL INSPECTION PROGRAt-1 AND C-2;ENERAL NOTES CHECKED BY: 2. G'EN. CONTRACTOR / OWNER. TO 5ECURE SEPARATE PERI"11T5 FOR CIVIL ENGINEERED PDUJ GRADING PLAN DRAINAGE PLAN $ R'IGI-4T OF L ,4*r FLANS ��0CT'-- SCALE: • rl q AS NOTED L _ 3. DERERRED 5.`UE)r'I ITTALS TO 8E PROVIDED FOR ROOF TRUSSES, '=LOOK JOIST �D PRQ��s JCB: N 7 ' " _ VIN ELEVATOR PLA>�.. AND H 00 BLDG. R DESIGN B1' OT ED'S 43., 1 SEE �;HEET NO. 24 FOR DEFFERRED SU5t"11TTAL5 REOUIREI"1E.NT5. r-.� 544EET: NT5 � �nr�r F. Rn/ I {PIF, ; 68th Ave. 12511 j` —--•_.-....�? �� O t3UP2002-09522,MEC2002-06548 4 of 27 I.Ir III III IIIIIII III III I I III ill lit I T Ilirrll`rlTrlTfrlr Ili II1 .I l 111 111 III III III III Til I I III III III III III III III I 1 111 III i � Il11i Ijl ill Ilillll 111 111 IIIIIII \ MAGEEISINOT AS CLEAR AS THIS NOTICE, I I I IT IS DUE TO THS QUALITY OF THE jj No 36 � -- rJ BZ 8Z LZ 9Z Z ibl7. ORIGINAL DOCUMENT f j --- 1 -- -- - - - -Eti --. Z . . IZ - OZ-- BrT tl�' .� .18 _. .- G- -_ 9 .__.. 9 _ -r,�--- £-- Z i► �III � I1TIIIIIII�II�III�IW�III�llalu�lWL 11111ru I�� hk REV151ON5 BY: 10/13/02 PW 10/15/02 F'W PH FRANKLIN 16, =6, 10/22/02 PW N O 10/2e/02 PW EX. ►n I -� BLDG :.EE AK- CI✓!L ENGINEERING EROSIOrs CON-F,,- I/�S/�� PLU ®. � NG SPEC�FCATION STOP, w^TcR �,::.,, _ITY PLAN CETAIL 8700 dLD_G Z 200-0' (Y KI �►� 5 BEVELANG � 9 TENENT� Imp -� - -- --- -- - W m m TENEN� TE E T 3IS-6 5 0' ' 45'-b' - -, -- I U r r ITENANTr-w I 10 -0 14'- o _o 0 0 o c v r- Lp ,I 8' L 26' 8' I v) Z T u U 1"�ONU� 1 NT 5 GN VAT IONS NTS _ - i U W Z U EXISTING PARKING r 4 LANDSCAPING ( PXf t �'A INC E VISUAL --I TW48H ENCLOSE. 10' X 12' w/ ; 16"L CL ARENCE AREA V-0- H.13W 04A:`: . <FENCE4-- - CLEARENCE Q t[1 EXI &71NG� F- I fRE �� I \4 N 7 �L 4 I�I W1 61,114T OBB °uL ATS AREA LU m 1'=200 =--- > -7. I I 0 �? ISIKEACE 91 Q s EX � ^T • '_i7Z�, I ��,� DIKI: PARKING 5, COMPAC AP,fCLB 9 % i iv t�1 IL _ cuRs � © i C I I I e -'k IIIIII'' IIII -U i � 4 -6, � I MON � STAIRWAY SPECIFICATION: ILI1 �, �, , e �I. f 1. STAIR RISER MAXIMUM I' / STAIR TREAD MINIMUM II' � � / < Z 4m0 WATT 0 rn ID gp� CF f 400 WATT �.. W J WA!L LIGi-{T ' ' LIrsNET LIGHT POLE-) F- + 2. V RADIUS ON TREAD NOSING AND RISER TO BE ANGLED T 7D0 Ll Z ENTRANCE ADA � , W ci N W l:1 PARKING 9 I.1 , 3. STAIRWAY SHALL HAVE H�'NDRAILS WITH HANDFRIPS PORTION OF N d> 9 - < W SIGN Z PO W) u - - I I C_S HANDRAILS SHALL NOT BE LESS THAN 1 V NOR MORE THEN 2' IN MIN ,n EX j cn N �� v in SECTIONAL DIMENSION, THE HANDGRIPS SHALL HAVE A SMOOTH -_ 11 CURB jA Y �/V� 0 '2i1 SURZACES WITH NO SHARPE CORNERS / EDGES. Q 1/21 RADIUS 7`READ y I �U I LD INCLA- 4. HANDRAILS EXTENSION MUST EXTEND 23' BE'Y'OND THE BOTTOM RISER N NOSING D CONC 61. EWALK a o AND 12 BEYOND THE TOP RISERMAIN FLR 3652. SQFT. o e; NO OPENING IN GUARDRAIL LAGER THAN 4' DIAMETER `" - -- ____ u1 2ND FLR 3582. SQFT. �' U RN AS REGI. _ I I ^_ U X634. SQF i. Q O © O © 2-5 ANDARD I '�t \� Q L_ Ex 9F'ACE9 • 12'-0' ( Ex CONC STEPS �� I) IV'' TO ?' DIA HANDRAIL - ;� �Rg 5�-COMPACT SP4CES ®i9'-I �' CURB 0 I1/2' CLR FROM WALL / 61 - RISE 7' PER OSBG 100333 i II?�98. I'-11' r - _ u , ANGLE 1 �' EXIST CITY SIDEWALK ' RISERS EXIS''ING G5AC. SIDEWALK / 2 �. 1 1 �`�LIGHTt �• CONCRETE STEPS - CONCRETE R iNFORCED 5'-0' ! iE 6 45 EXISTING STEPS Mlh THICK ��- rzOADWAY CONC SIDEWALK 12, -0' -0- CV L 20c -c 11 RUNS AT 11' 10'-I' RIC;st�RatDATA ( - `= LANE) p 1 ( �U IA A LO ( ®1� 2 5 U� � 5 7 3, = 2 1/411 = i1-011 2 111 I _O d � 4 p _ ► _ =:� E NEE= F.',4 L N C T f= L4�� NV * IF ONE QCCESS[HLE PARKING SPACE IS PpOVIMD, tT SH1L1. 19E BUILDING AREA -1634 5Q.FT. - 20 �.(o X 3.3 = 25 SPACES ALLOWED DESIGNATED "VAN-ACCr'SSIRL>-- AND SMALL HAVE AN A00dTXN4L i. EX15T 51TE VACANT OF ANS' BUILDING. a, $1064coda20-0I .dN01UNTED 6ELQW ThE 5T4NtxARU sPaec NArHacwIG 2. NO EX15T TREES ON 51TE. Sk ;OR24_sa1. SPACES SHOWN 25 TOTAL - VA1P+ iaCCIi:SSIBL_ SPACE CAN BE USED BY ANY VCF-16Ct.E WITH k STANDARD 14 E,4, E A L � = DMV t�SA$I9fwD f'£Iatatr. 3. ADDRESS: VAN ACC HC 1 EA. PSIGALLY HANDICAPPED PARKING SPACE TO BE `GCNTIF3r -0 APPROVED NUMBERS OR ADDRESSES SHALL COMPACT 10 EA. � � � �,' � V47H A SION ALT LEAS`" FOUR FEE'r A80'JE GR4DE, NEAR THE 15E PROVIDED FOR THIS 5UILDINGS TOTAL 25 &FACES SEE ATTACI4 .� : � SPACE_ SIGN To 9E MARKED VnTd= TJA ►N7ERNA71014AL SYMBOL IN BUG+-! A POSITION AS TO BE PLAINL't' VISIBLE N 'OF ACCESS AND HAVE 1"HE F4LLOWING WORDS IN AT LEAST ONS AND LEGIBLE F'�OM THE STREET OF ROAD 111 MAX COi`'1PAC T SPACES ALLOWED � INGM MiGN LE.YID�S � I FRONTING THE PROPERTY p X txE st e � TES RAW4. ACCEa51E3LE WALIGS: 5051. OF 25 SP.4CE5 = 12.5 10 al-IDWN 51 - JE= D A T ,;. ' Z O O LL 0 U-w o �R�Nv b>r ACGESSI5LE WAL KS INCLUDING THE ACCESS - � � Z � tP w ' STRIP NEXT TO THE PARKING SHALL NAVE A F A � � � � � ; '- �'---:3' ' RUNNING SLOPE OF NO MORE THEN 1:20 AND _ TOTAL LOT 51ZE ITI56(o. 5Q.FT. w .� 9 Qw iT��"IrvP1 "A CROSS SLOPE OF NO MORE THAN 1:50 �, " � �� & . �- p,,,� � PER 069C SECT. 1103.2.4.3. TOTAL NET FLOOR �RE�, 14�. SQ.FT. BUILDING: LOT COVERAGE 3,�d?�1. SQ,F 20.E i Z � m p&rsb G VIIH D,M,V. �u�++ A15 L y` S r,�E9 , n 1 - 414. 5Q.FT. 19.1 �0 10 .4 msaR.tu at,lil,tr lxil.r � r� - 0.% LAf�DSCr�PiNG AREA 3, � �' wld tVI WuUlfDR to TOTAL SITE AREA 1-1,8 '6. SQ..FT. - Q dtDMNIG ND -% �.�Q �. PAYING AS-,EA 10,-151. SQ.FT. roO.2 9,' oAE aIL6� rueG � f m� K r OF m 651CAO Wick �5 � TOTAL GROSS FLR AREA I&34. S1�O.FT. S��. sQ.F r.= 100.(d % ¢TAkDAR,? VIA" DATE: volt - uLE I w•ON20•iiL, •-b- �N ACCESSI!!LE LESS 15T FLR ELEVATOR - 132 CJS/23/02 2ND FLR ELEVATOR - 132 DRAUN BY: i' SINGLE ACCE��t�-..� P�RKIf�J� �PA�� - STAIRWELL 2 EA 224 600522,Ave. ,2�„ 1-iuJL TOTAL N . r � AREA �14dD. S�-s.•.FT, BUP2005-00522. MEC2002-00548 CHECKED BY: �DU� L E LR RE _ tZ SCALE U C T U : '( q n 2 0 -0 5' GINE Joe: S f TE PLAN 4332 r SHEE1: OF,tGON 7 j-` 24 1 NOTICE: IF THE PRINT OR TYPE ON ANY f r1 I III III ! I I III III III I I I I I I III . I I I ►f I I 1 III f 1 I f I t I I 1 f I l 11 1 11 V I I I I I l l I i III III III 11 I I I I !I I III 111 I I I I I I I III III I I I I I I I I 11!1111 ! I I III III 1 1 1 1 III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, e IT 13 DUE TO THE QUALITY OF THE No 3P � ��:"' DOCUMENT tz t �E ez 8z z 9z ibz sz z tz uz slt 8x it r Ibt st 7,t tIt i 8 ! t3 L ORIGINALDO II 11111 IIII 1I 91 211 1111 1111 1111u�II1111111!IIlIIII IIIII111JJLllllj111 uu��111i>�IlIllW1�IIlIII I I ll�ll�l� IIIIINII , i (IIII I IIII 1111111 111111111(111 11II1I111111IIIIII III111(IIIII111 (11I III I 1(I II1 IIIIIII(IIII�IIIIIill�lll � � RE,/ISION6 BY: 10/e/02 I=Lij 10/15/02 fnuj 10/29/02 PW NOTES: cr, Lil z r- SEE 4<5 Cilli_ ENGINEERIN!S PLANS FOR EROSION CONTROL, Q II C-4 GRADING, UTILITY AND STORM WATER FACILITY PLAN, DETAIL AND SPECIFICATION C\k ul r Z q _/------ C-4 • L MATCH EXIST PAVING NEW WATER f— METER a 1 � I• Ory) to 0 w Lu CNI fl- NELU AC: PAVING 0 Lu > W 04 (N a z in %n wZ on on EXISTING 7 > ot, TE MANWOLE < < o t I C= z o I^ (L LL. z NEL 6':,-,W-LK ss 66 66 66 sid, Se se 69 � Lu x z EX C;Uc�5 u LiJ x C4 r r ",_ .' I T p-w_ Ono EXIST CJI —ro— PC (naa cn (0 8TREET-2 LiGWT NEW 4C P4.'/N_ A OFFICE.- BUILDING Z r %, 3 NEW LANDSCAPING . EXISTING F-15EROFT!C5 EXISTING '7.METER Li ELECT '/A.�_, 7 IT Ei-El- 0 x GAS METER EL— —EL--- —EL— EL— E_ E. E_ 0 E_ c() Exwm.cONIC SIDEWALK -7 STOP SIGN EXIT T I N 1-2, F=L—/N-!NC- 4 W E.XIBT > i \ STOArl, DRAIN Ex CORE L C. CS C. C. CS CONNEPTI z Nry OTE5 - 5,45IN 5EE AKS CIVIL EXIST STREET LIGHT ENGINEERING0 =,LN, 5 roR 570Rl 1. FIELD VERIFY ALL UTILITY PIPING, ELEVATIONS, SLOf=ESES, ANr_) LENGTHS WATER FAC_!TY PROIRPLAN DETAIL AN= �\— In TO INSTALLATION. NOTIFY ENGINEER, OF ANY 0;SCREPENCIES. EXIST 5.5 MANHOLE 5UJ 5EVELAND 6T MOA INSTALL I A - 0" CRUSHED ROCK BACKFILL WITHIN ALL STREET AND l=,4R<IN,3 AREAS, COMPACTED NATIVE SOIL CAN BE USED IN LANDSCAPING AREAS. 3. ALL EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORB '15'IB41 To AT w HOURS, BUT NOT MORE THAN 10 5LI15NE55 DAYSO A Q LEAST 4& 5U16NE55 DAYa) BEFORE COMMENCING ANY EXCAVATIONL -157151 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES. I FL AN 0 4. THE LOCATION AND DESCRIPTIONS OF EX16TING UTILITIES SHOWN ON THE 1 20) N DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD m SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THE COMPLETENESS OF SUCH RECORDS. CONTRACTOF., SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES I'DROiR TO CONSTRUCTION. L E E N m 5. CONTRACTOR 5H4_1L FIELD VERIFY LOCATIONS AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS. CONTRACTOR SHALL BE -1 DRAIN LINE C-4 RE5!=ON15LE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONTRUCTION TO MAKE NECESSARY MODIFICTION6 5,4NiT,4fRr SEWER LINE 0" X WITHOUT DELAYING THE WORK. IF aRAIDE MODIFicnIONS, CONTRACTOR SHALL ELETfRICAL LINE C) t; I NOTIFY ENGINEER P`ROIR CONSTRUCTION. EL IL me z 'q LUATER LINE z 40 (2, (3 IL 0. 0 (o, ANY SEPTIC TANKS ENCOUNTERID DURING CONTRUCTIC 144ALL BE PUMPED NATURAL G,45 LINE L14 OUT. CONTRACTOR SHAL BREAK BOTTOM OF "TANK OL AND 54C< FILL WITH d) (y --- ;=15ER OFITICS Lu REMOVALE URISDICTPEA GRAVEL ION. UNLE5EfZTIC OTHERWISRO BERIN ACCD BYORDANCE GEHCAINGcv F+4 ---- F�4ONE LINEJWITCOUNTY SANITARY REQUIRMENTS. z � e � 1. FILLS SHALL BE CONSTRUCTED IN gp' LIFTS. EACH LIFT SHALL BE N o, T E � o J �. CN COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER AA5HTO 7-160. ALL NON-METALIC WATER, SANITARY, AND STORM SEWER PIPING SHALL HAVE 1. GEN. C;0NTfR,4(,T0fR OUNER TO SECURE DATE. AN ELE'l"RICALL'T' CONDUCTIVE INSULATED 12 GA. C()f=P`ER TRACER WIRE THE 5Ef=ARATIE f=iEF..r-lIT5 FOR CIVIL ENGINEEREC) 05/23/02 FULL LENGTH OF THE INSTALLED PIPE USING BLUE WIRE FOR WATER AND GREEN AOR STORM AND SANITARY FIPINCa. TRACER WIRE SHALL BE GRADING FLAN, DRAINAGE PLAN 4 RIG4T OF 11,4r f=L,4NCD DRAUN BY: EXTENDED UP INTO ALL VALVE BOXES, AND CATCH BASINS. 681h Ave. 12511 f3UP2002-00522, IVIEC2002-054e CWECKED BY: L6 of 27 FDLU L/ 1/4II 1 11 0 WI) Plop S- JOB: V UTLIT'T' 544EET: 4 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 OL 10 IT IS DUE TO THE QUALITY OF THE No,36 Am ORIGINAL. DOCUMENT 10 I►I11 X11 II 2 4)C 'f. REVISIONS S`r': PUJ SQS ,,�/1.+ 5 /02 PUJ i=U wMd nitoath ,.a1Df f twtd S STMIAMINT W- VI U1. STIM Lidl�1 �' — tt gutsIt- us !t ..------�RMnwm*Coo h a 1 1i %a16 114 i S 11 446 11! 11 fiS ii L 1S! t' >i h 1S t1e •1 •0 MIxMVr4 7 c t Iris 118 r U .3 .s it 1 atrt. T76 I 1 Z r s. . �' n atria_ tb� - a UT a r Bite e11 f l r 't' i. .j A.► i � N >p 11r 'Y"'Zrl4flnFkl� 1 ii 11.+ 1 r / d41ciC I n (� dl Z CV 6 11 �fYAC til W h in r _z ftl l7 r— ,r �' i•' t1.t 1.6 r t7 12 1 6 - 1 r !! t6 t1 1,11 Z l� Iti a a_ 4t' 3 3t5 a 16 N i — --f--- a Z x r dl li cv 6 i!16 i 7 l tl to UJ 111 d) 1.1 ss a al a ` �,� 4•♦la U Q ~ X, �, EtZ F I y s Isla , 7io i 19 t8 Ul 4 \ I N 0 c b l tl 1 r d? EXISTING PARKING �a ti110 400 WATT LIGHT FIXTURE EXIST PAWING d` / LANDSCAPING a as 1: 1 it 6 7 d .111 + .�� y� t9 .>� VISUAL ---- — TRASH ENCLOSED � �_-- - -- -- CLEARENCE fZ a 1+ a t , a T i B!+ tt+OR t�l+ae - '�-\ ARE A tOrS ib D �Mlxi! I - — "C�1Q I,xR 4iii�iN•"FIX �Gt• ptlL DI!lLfri �It, QUAD ^-_.•- — I —S BIKE PARKING S0 f1Nt `�• r ---•-•------- Ihntifl[lie -- ,fir-- \ � n .- tWhh I q><E r r r r I I+m cot> s J ' I Jl-�l-1 rn so cv n ' to m LLI 04 04 t l ! 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Itranaa�d IAtlr!'F1CISliG'r't t�r1 ' c'rl t1w ftpectspr and bagtater ositing arse L Ec j) N also proMed by the Yerboal krM 1,1gw _ W tLj) - te�scxar, etxt 16F? dlatteei pauerr>ed O } 61 X tells, crnlinq an i7rriting, safe ereAw• � IC Q rllant ""� UE UNDERGROUND ELECTRIG,�,L LINE z O J O � L.WM ,--� Moytrt base X440 ear 2S0 wag �''' �--��! — L IGs 4T POLE AND M.V. L ICz+-4T FIX'rURE � �1 z tu a, � J� M.V. UJALL PACK L IC-j+�T FIXTURE ED-28 hlet$t t•faakie tamps.. W 1=0 L.almpholdsr --Enclosed =CLI patca Q lain aockM %mth ioadW; rr�e&O Fieltt±>Ecter ,� 40 PlWet+ center cordact ftrrd rarintomed 0 lamp grit scmw Sheil. tntegrsl !3elt>elit --- t3slasts arm Dolt ~; n1 stent wattage aulatransfivrn►er type, s'tterl• f _3 �■■� }- � Inc rt�d to-Pilrr �- J M Fifth -- Ge1ing motolt Models are t'I�r- ft niEhed with a whNe bake*en ptllyB Wr DATE: Pont firish. For athor g lollwA corlsstlt {�� -'1[-- lens FrsrrtQ _05/12D/CZ�2 DRAWN BY: 68th Ave. 12511 MUJL- +311P2002-00522,MEC2002-0054f — 7 of 27 CI IECIGED Bl PD UJ �RU C T U SCALE: ED PR �• 1 1 - 201-0" GIN��9's��1' Jot3: SITE f'L.AN 433 y SWEET: r WMT� A .G i�.,l • �ti 24,1�J1� ..' - Ji OF 24 -.,.. -. .. ,:.,. ,. ,.,.,. ..r0'!' -'wi 9 >+s�.iCi;2.V"f�A�N:'"�IYWI�F,'t"h:'. .,a,,,.?Y., ,:,. ,.,Y.'TMffM•f['+'F4Wd•�;AY^M�7lA�,�N'! :iA4T!'li1°'" ,A4 r'1:"rwln.:. 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L 3/0-TG GLLEAEARENCE m RUBBER UBBER HOSE — / -- c CL TREE WRAPING � 2 x 2 CEADfz ' a " X-11 STAKES 6'-C" c C• v -D $$ v/G-DF ABOVE GROUND O.Ge / - / - += I/O-DF / S- TRIM ALL LIM56 WATER BASIN 2' O ' v G G v G DEEP MULCH CIRCLE BELOW B'-C' HIGH / /—2' MULCH CIRCLE —� ' 12' LARGER THAN ✓;�_DF 3/O-TG, /T I �— ,,_ DIA OF ROOTBALL _� o as PLANTING TABLETS ✓/G-DP + I/.3 DEPTH OF ROOTBALL L '\ / • v,'S-DL v" DP I/T-CP T :MD I/T-pa - ' � 3/0-TG , W N N ,i �„ '.'C-'✓= —� ='S- +E 11;0-GF I!C-D • S G-n � Z i M --COMPACT SOIL MOUND ✓�-L - ` _ - Z n ,R 6 MIN SPREAD ROOT$ ." 7 TO CONFORM v/G-DP ,�j 2 x ROOTBALL 4,4\" o a C-Js -' a ' Q • j 3/5-HE T T fRE E FL AN T 1 NG D�T A i L_ � �� - _ ' r30ULD R W LL /'� v.'G-DP \ 3/S'H ID N.T.S. y NOTE_: V -CL OFFICE Bl.l L.D I I\� 1 / n poll rn 2' BA51i I AROUND i S!O-TG IJ rn I 0 � ALL SHRU255 TO f ) DRIP LINE ✓ -D, ri U Oo .0 O / -� z ' 3!S-HE a 'F PIT 2x CONTAINER < ^ C SLOPE 1'/FT � ��G!�O OCJ O C700 u00 Ca I IN DEPTH t WiDTH BLOp.E ` ni�_uE ` =sGUE< �y^`L`�i'G-2f \ BACK FILL MIX 1/3 HUMUS I/3 ,4MENDEN — FERTILIZER AS REG EXISTING `3i0''aF__ \EXISTING 3/S-HE a 5'RE_ ?RE .. STRE?=' TREES \15!5-GY IL ._�.��4RL,�5 FLANTfNG DETAIL 6LU 5EVELAND 5T -� id.T.S. CIA w_ `I LA N ED 5 C ,;4' F= I N G f= L AN 111 =20' N do 0 4 L :D -D 5 C f ( Na -- k-- L� L E CODE Q T T. COMMON N,4ME5 BOTANICAL NAMES - ----- - _.__.. ._.. --_-�—_SIZE SPACING 3 C-1- 4 j f 0) ------- LAND- ' OTE5 - TREES r `n CHANTIELER FEARPYRUS C��UERUANA 'GLENS FORM" - - - -- i 1/2"GA .. AS NOTED C, > 01 X --- -`— '--- I -- �� ---- T-JMD j 4 ! RED SELECT JAPANESE MAPLE � ACER PALMATUM DISSECATUP'( GRED SELECT, (0" B 3SB i. ALL LANDSCAPING TO BE IRRIGATED BY AN AUTOi"' OTIC THREE STATION O-,-- LLT-DU 1 2 BUSH'S PINK CHINESE DOGWOOD rORNU.5 KOUSA CHINEN5iS 'BUSH'S FINK' 3�0" 545 UNDERGROUND SPZINKLER S`f'.r7TEI"!. Q 01 SHRUB rfy M: S-DP 18 DLUARF PINE _ _ _ PINUS MUCO MUGHUS- A - _ - - 2 GAL AS NOTED if I2. ALL LANDSCAPING TO BE h't_ANTEU IN PREPARED SOIL WITH y3 HUMUS,�3 OCC S-AZ 3e AZALEA -- ---, -- 1 AZALEA DILARF UNITES- -- --_- — -- 2 GAL S DV 45 DAVID VIBURNUM VIBURNUM DAVIDiI _ 2 COAL _Z Q (X — _ -_ _ I _ AMENDED, AND y3 NATIVE SOIL. S-P_A ! 8 A PYRAMIDAL ARBORVITAE THUJA_OC'r:Ir�EnTALIS PYRAMIC-ALIS 2 GAL S-OL _ VERIFY OT_TO LUYKENS _ I PRUNUS _L_AUROCERASUS _ 2 GAL -_30" o/c r =� ' � � � 3. TREE MITIGATION PLAN NOT REQUIRED. NO EXISTING TRE'cS ON SITE. q . 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EMORT EXIT L IGWTIW_, AND , � �low 0 0 ;1=L 44 I BE PROVIDED U.I/ SATTERY BACK-UP POWER f--CP L5 WRF MIN D" KQ_OW 4'1)FIRE EXr WALjISWER PER 1003.2.8 C)75 4d 4-TME MAX LUCATPON?RAVE ,arvo IM 3. -V4T'NE BUIt.IC W-v IS OCi:JPIED, THE MS-INS Or' 5&RE 6 5N:LL /2GO T F , c • Ees 1 'r 1 ' LC0 LN�' 1,4 G► G 0017 T1JE MOx1hAlM TKGGvEL LOC Q PLAN , HEET � MCR Ap G �C M N FIRE I�crnyouleue� BE ELLUiSEF ' =D Gt .�N INtEr�;�17" 4F NOT '_ESS 'IJ•�nt I =Q�T.�ANDL1= :,T I! ar,ar.Ue b.l 019C FLOOR SEF 5NEET NC 'a t 15 FOR PLAN 5PEG'FICATION AND NOTE5 �Ot�► SPEt:IFIG,GTICN,pET.41L5 .al�tC NC'i'E5 �-•-.. * J 4. EXIT DOORS ArdG DG�c7R FF�QME SHALL BE,SF2 AN APPiec:VED LwGLF IGN TC eiE ^ONT. :,ti W/ E~MrxR.Y EXIT LIC,I4TINC* AND f/Y' ' I'-�' Imo( �p1t00pROgy,_ :C'✓(PED W/ ra•:T'f v o i _qfy +°e' C:' 1TNER IDENTIpIC.�1+'JP1 S1-IOUIING THE F?.a11`�: T.J= r. Ef? 154 CK-J! 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A y�o �R E_ 0: -- -,.�-r.-,:-TMe-sos�dvfipy!nn�+h•sYxM"+�•mn• NOTICE: IF THE PRINT (�RTYPE ONANY 1i � � � 1 � ' � 11f1 � 11 Illl ► ll 111I11 � TlLr11T .�_l1_��..1� _�Ll ..�.lTr ��r _� I_j. .� ii _�,11Ti � - I 1 IMAGEI T I S NO AS CLEAR AS THIS NOTICE, 5I _ F _ '71v__, $ 9 - Y,O 11 121- TO IT IS DUI THE (QUALITY OF THE Na.36 ORIGINAL DOCUMENT ,_ Z ._— �`�-�U=��•. � � _ b 6 8Z LZ 8Z � Z fiZ EZ Z IZ OZ 6 � 8 . I GI 8T 9I � I ET ZT TI i 'Ill �ii1 M1 .1111 i I��l �i�� 1�� li-�. ��<< 11�� 1 ��11 11�� i1 11l�l�� I (111111 Ill1111111 ,11 li 11.Il 11 I �l► ill�`f�kl1 I �i t REVISIONS BY: to/e/02 PL 10/15/02 PW i 10/28/02 PL -14 -G 2 -0 - r- 4' LOP .O { w 4N5 UM�JD115' 451LTE � .4CT ( 41D4 ) ol C'4 (� �201 IT SHA;.L BE THE RESPONSIBILITY OF THE PROJECT ARCHITECT, ENGINEERDESIGNER, = �C)22) 2ND FLOOR LINE 8020 rorb2CT.� 1;E;,4f� 7 ro02� q�70 2ND FLOOR LINE �-� fo 2� �a . ,, (L O � CONTRACTOR, OWNER, LESSEE TO RESEARCH THE APPLICABILITY OF THE ADA - - - - - - - - - - - - r - - - - - - - ro�� _. - .- _. _._ �. -. 9040 ro t?,•�0 ro 30 �o©�rZ' .� - ��4© --� __ _ - - - - - - - - - - - - - -- -- _- ,k REGUIREMEN7S TO THIS STRUCTURE, REVIEWS PLANS AND INSPECTS STRUCTURES ONLY - -- -- _- - - - - - - - - L - - - FOR COMPL.IA�CE WITH CHAPTER II OF THE 065C, WHICH MAY NOT INCLUDE ALL THE - N - - - - EXIT & ILI REQUIREMENTS OF ADA. SIGN � z Q m � r Fj �7 I 1 � ��I -- --- L 1 117 2 0 2 I �I� ; I ! e I I ! 2 � 1 ,�-- _ ul Q N • I 6110 I m ! I ry1 IN I I ^1 MAX�b35 mm) r 1 0 29 ,'_4' 1135 mmJ i 1 -4 I 1 ! © �- MIN. I REFLECTIVE TOP PART OF LAVAT OR I M,RR ° I I i -8 - �; 14 3 _ n CL BOTTOM ^E - 1 - -- ---- -- - - ` (� �^ I I E � � • t 1 F CLEAR ----------�'I� FLOOR - J SPACE i- _ _'�_. 1 X11 I\Q • � W �" � _ �� ayp ` IIT ONl <D D I Ek!FAN Q clq -ZIR %! 'r ---I-- - �,I ' j D 04"MIA)• I of r� EVAT 30 (160 mm) I -- I GLR FLR i C 11.1 N N MIN(230 mm) MIN ! i11 y tP.+dOLDERi �� --\ -- _- I ' z .-) Il' TO 25' (430 TO 635 mm) f I I TAMP 1111' n1 A __� -� 0 0 HAND IL - ' � i.(1 � v v KNEE/TOE CLEARANCE i I I I T O I I � Zt 7 UP UP I 1 z x 1 (L LA_ i 1 I I I 1 3- 14ro� - X 18 s I6 t < C= 61 � E �II' = 2 -9' L.. r0 101 NN NI ' 1� (`il� D I 3 0"t SF=.=>fR 1'-gyp' ADA � -�` I �I�Q ❑ � �'' ` IDENTIPIGATION SIGN �_ - - .i I -0 3'-6 MIN. MIN. I -& z Si=_!D F2 I rn kA G N I a • I ----- � -- >'<� PAPER I i 1 -- 'P�.Jr,� 0 1 ' I N� m1 L 1 vQ; 3 - 14 ro �1 - - 1�7 - _ -� �CT >-"c4zo eh j -- - `�' I I N N N G d! - �, - '_1 i - G!.�P�'��LG 1 I eumm GRAB BAR AT WATER CLOSET i I TE1"If s> L. -�-�}R- - - �--- TOILET R�I i I = E QU l f'^ RDS _ EX FAN I !� �c I - '�- -�- �� I I I I LIP 0 S CV 22- • 1!1 = 2o'-21 �4 - I -_ TP.NOLDER S'rAN A BEE DETAIL INCLUDED O 1. GRAB t3ARS PER ADA. UBG D RD E 3 3 -- Z 2. H.... LAV. PER A.D.A. d UBG STANDARDS W/ 30' X 48' MIN. CLEAR FLOOR SPACE m 3. H.C. WATER CLOSET PER A.D.A. 8 UBC STANDARD W/ 48' X Gro' MIN. CLEAR FLOOR SPACE �� 4. 41-L REST ROOMS SHALL BE PROVIDED WITH ARTIFICIAL LIGHT I MECH. VENTILATION N , I - _ 13'-8" _ 11 -8' 3 -10 4'-0 �i ' -G"'-_-_� PER uSc SECT. l05 II 1 t r p-' - \ 5.THE TOILET ROOM FLOOR COVERING SHALL ;44VE A SMOOTH, HARD, NONAE5ORBENT I 1 3 SURFACE SUCH AS CEMENT, CONCRETE, OR CERAI"!IC TILE WHICH EXTENDS UPWARD 1 U- I I THIS' ��=CaA I� x�� I I 17 L �G/ 4 ca � Ci ONTO THE WALL AT LEAST FIVE INCHES. THE WALLS WITHIN TWO FEET OF THE FRONT ! �I61 ! Ta �� R,C- hccF�sF�BI v AND SIDE OF THE WATER CLOSET SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 1 fi I`� 1 - POUR FEET. EPDXY PAINT IS NOT AN APPROVED WALL SURFACE FOR THE5E AR.EA5. ( '�'61 / w d SEE 055G SECTION 607. THE ONLY APPROVED ALTERNATE TO THE ITEMS LISTED t ; � ABOVE FOR A FLOOR COVERING I'b SHEET VINYL MEETING THE CRITERIA OF FEDERAL }- SPECIFICATION L-F-4"15 A(3), TYPE II, GRADE A. _ ( I UNIT 203 i I I I � V ' a • z - - _-1f�2C' _ - .� I _90,20) - - - 9c_a2© - - - - - a--/. ,.% 61 2ND FLOOR LINE S0�© 1ND FLOOR LINE --� 1.0 1. ALL DOORS 6I4A,_L BE CAPABLE OF OPENING= SO Tr44T THE CLEAR WIDTH OF OPENING � i � - ,� -+= � c -� � � I � fS NOT LESS THAN 32' (SECT, 31©� (i) 2> OPENING W!TI-I OUT DOORS TO HAVE A CLEAR I li -�' ' r' - -(o" � '-(p' i 0 -4 �_ } x WIDTH OF NOT LESS THAN 32' LL Z �� _-,1_ ^--_ - - -`- IL - 2. S!3N ABOVE FRONT DOOR TO READ ' THIS DOOR TO RE1'1AIN UNLOCKED DURING - - - 24 `l� _ -O" _if_" _�_��_-_ _------ - c- BUSS NESS HOURS I A '_�' 12'-91-' - 3. OWNER / G=NERAL CCNTRACTOR TO VERIFY ALL D IMEN510PJ8 ANUG 1'_4' ` -® ,j �o l -2I�' __-___-_---_.___�-----------_- -- ---- __.._ _ l 2'-O„ '� rte- OND TIONS ON _ (Y X11 ALL DRAWINGS .aND IN THE FIELD, COORDINATE ALL TRADES, CONSTRJCTION PHASES, MATERIALS W/ UBC-c2'1 AMENDED 5"r STATE OF OREGON AND ALL OTHER LOCAL t X4'_0' STATE OF OREGC)N AND ALL OTHER LOCAL AND STATE RECxULATIONS. FOR FINAL APPROVALS -- ---�- _-�- ---_ - l7 -4. THE EXIT DOOR AND DOOR FRAME SHALL BEAR AN APPROVED LABLE OR OTHER I I � I + Z • m IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED B�' THE LETTER "S' PER r,J' 7 RL�C,7 V R�j_ 1 V O 7 E ; NOTE - SECTION 10043,43.2.1. �' cV SEE SHEET NO. 1� FOR, STRUCTURAL 5HEARWALL AND HOLDOUJN SCHEDULE 1. 5EE 157 FLOOD 17M.AN Sr- _:T " (c FOR ,4UAco 1-- ' ~ AND SPECIFfCl�TlOrd AND DETAILS. 701LE-7 ROJM 5FEGIFIC.A710N, DETAIL5 AND NOTES - 2 EXI7 SIrN 70 E3,r-. CONT. LI7 L / EMGzRY EX17 LIC�NT1NG AND DATE: 'FIRE EXT!N; IJ15�ER5: BE PROVIDED LJ' BATTER`" �A.CK-UP POWER FOR 1.5 NRS MIN °8123/�,c _ V I`� L4T10N 5PECFIC47. ON -. BOTH PLACEMENT o0', G.jANTIFY PER FIRE MARSHAL. ONE (l) FIRE EXTINGUISHER PER lOQ3.2.8 1��" _ �' -�,'�" `� D�atuN BY: FATED AT NOR LESS THAN 2A1OB:C SHALL BE IN AN ACCESSIBLE LOCATION AND IN --- M�1- i 3 AN`. Tli"IE THE BUILIDINCs 15 OCCUPIED, THE MEANS OF EGRESS SHALL 68th Ave. 12511 r CHECKED BY: THE MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE PLAIN B1E8 FOR EVERY" 3000 SQ, FT. OF FLOOR AREA. THE MAXIMUM TRAVEL BUP2002-00522, MEC20Cz-00548 CAPABLE OF SUPPLYING CCGUPANGY VENTIATI01.1 AIR IN ACCORDANCE DISTANCE: TO EACH EXTINGUISHER SHALL NOT EXCEED 15 FT. FIRE XTINGUISNER �3E ILLUMINATED AT AN INTEt.l51T7 OF NOT L_ErJS THAN IFOOT-CANDLE AT 9�r 2, PDI WITH TABLE 12-A DURING SUCH TIME A6 THE BUILDING OS SP/�CE LOCATION IS MEASURED ALONG TWE PATH OF TRAVEL STANDARD 10-1 OUFC FLOOR. 5EE SHEET NO. IS d 19 FOR PLAN SPECIFICATION AND NOTES I U G.�� SCALE: 4- EXIT DOORS AND DOOR FRAME SNAIL BE,4F AN APPROVED LABLE � ��R,.--- Rq I;'4" = 1'-0" x, 15 OCCUPIED. L�1"1c 'SPRY aD �L,Q55 F �Sp� JoB: OF OT1--IER IDENTIFICATION 5�-IOUJii�lCs 7NE RATINC�s THEREOF, FOLLOI.UED ��D I ST FLG'O!R 5Q. FT. 3052. 3ro52.- �'( OGG LONG , ��o �aOIP�FC9 D, 15T FLR PLAN OFFICE OGGUP.4NG`r L0.41) I/+00 .SLZ. FT. 100. FLAME-SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILING BY THE LETTER S PER SECTION I©043 .:.{. �- ,T, S�AL.L NOT BE LESS T+-+AN ONE-�-IALP G� 20" r--F" PEfR OCG. 1m- GFM % OCG. SHALL NOT EXCEED THAT SET FORTH IN Ut3C, SECTION 801 1 TALE 8-A,5. i i + ;; ' `� SHEET: S44 S.L'EGIFIEL7 IN SECT. 1003.E 2 5. THE MAX,MUM TNRE5NOLD .AT ALL DOOR5 �NA�L NOT E/CEED PER SEG"TION 3-1. OGG LOGG ;x- 10 CFt`' 3-'iG.'�. "i OT�,L GFi`-t P•'iIN. EXF'IF!t=S ` 'fit 04--j NOTICE: IF THE PRINT OR TYPE ON ANY rl I" I 1 f 111 i I l III 111 III I I I I I I III III 111 III III III !11 ! l l III III I I III III III Ill III III 11 l l l I III III III f l l 111 III III 1111 11 III I l I,I I I III III I I I I I I I III III IIII ! 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I co (P LN 17 201 ! e ! AND G>OOR LOCATION 1 t & _0 8'-fL'" LJO LOP i Q� I I Ln riECH. / ! ! I 0 0 > 4NIT CHA5E � . � z 61 �,4 T R c�gm PAF4ER I 1 T.DI9P. I _ LL N ((� 0`X48' AL I �x T.P.TP.HOLDER CLR FLR ``-_ - _ I 4D - - c� r TOILETU ! I . EXIT I I -� 0 n Y. C> I � SIGN I ! I F- 7 rn 1 � � � � 5ti ADA ! U No W I - \ IDENTIFICATION _o u- 1 ! 0. EXIT TYP SIGN - - 7!� d) ' j r' ISI cN N MEC � — ! ro CLR. i Lam. a� C . A dA of�t scuE I f 1 1 ! I PAPER �y� /,�P ' - r 1E I �4�ST. R ! 4X9 4/8, ! T- 1 TOILET. / '\ I ! } m 12°xro° j 3 I I z % LWAND Ex RAN � IzL � ' JANItdR ROOM_ _ _ ANDIN -N f — — — TP. ER = WHEELCHAIR I r (► w - I ---- I - 9FACE i - t ol LNfT 204X0 ,\ p_ �N I 2 0 a SEE SHEET NO. 23 FOR LAYOUT / i� �lD >� \ m ? m I I _ ! I AND DOOR LOCATION %/�� I u1 � ! IST FLOOR LINE / 1§ l I iST FLOOR LINE c. LCU) 0 - - - - - - - - -- - - - -r------- - - - - - - - — - - - - - - - - - - - -- - - E� - - - - - - - - -- - I c-t -- - - - _ _ - - - - - - N. !L ;= `� Z !i 9m4m 9®4P� ! �r?�4Ca ca0y4sa 9�4m �', \ Q ROOF LINE,'^--J i � —-- – 71-1111 9I-0 24 - 11 a cv / 1 a li -all TE SENT i L AT f ON 5f=EC iF I CATION 1i2 XTiNCaU?aNEi2�. �'�` Br` �-1uJL -- 68th Ave. 12511 BOTH PLACEMENT AND QUANTIFY F'ER FIRE MARSHAL. ONE (I) FIRE EXTINGUISHER n - > BUN2002-00522, MEC2002-0054E CHECKED B7: 12_ THE r1ECHANICA Y O RATED VENTILATION SYSTEM SHALL BE FATkD AT NOR LESS THAN 2A10B:C SHALL BE IN AN ACCESSIBLE LOCATION ANL-) IN N,�TE : II i - I I 10 of 27 pD� LL PE PLAIN BIE5 FOR EVER' 3000 SQ, FT. OF FLOOR AREA. THE MAXIMUin TRAVEL CAPABLE OF SUPPLYINr_1 OCCUPANCY VENTIATION AIR IN ACCORDANCE DISTANCE TO EACH EXTINGUISHER 5HALL NOT EXCEEL"". 15 FT. FIRE E2 T1N .UiSHER 1. SEE +5T PL.00R FLAN 60EET � C-; FOP: ADA SCALE: WITH TABLE 12-4 DURING 5UGH TIME AS THE BUILDING OS SPACE j�QCATION IS NEASURED LONG THE PATH OF TRA1/ L STANDARD 10-1 OUFC TOILET ROOM ` f=ECIFIGATION, DETA!L5 ANG' NOTE-e J I CT pq 114 _ 11-SII 1 S OGGUF'IED- /�° _ - II I �1 �'�P�`� P 0FOe. 2 ND FLOOF2 3G2. FT. 3 82. 3982- E 'IT 51GNt TO =3E CONT. LIT W.! EMCxR�r E !T LIC�NTIN IANC �� G�N�-' � "_ 2ND FLR PL,�►N Ora c�cc Load ��,41"� -S�'R �U CLA55 bE PROV LJEC UJPATTERI- Boa-.+,-UP POLbEr. ,:_OR 1.5 HF, � MIN rC� OFFICE OCCI,lPANG`r" LOAD 1/imm SG2. FT. 100. _ �j"� I CI f � --=�� , BEET' SNAL_L NOT TH,4N ONE-1-4ALF' OF= Zm CFM PER OCG. a le'. CFi"1 / OCG. FLAME-SPREAD CLASS OF FINISH MATERIAL+ USED ON INTERIOR WALLS AND CEILING CR 1003.2.8 ! 7 �� 7��4 L N - 7 E 1 �• �� — BE LES .46 vPEGiFIEG IN SEDT. 1P,203.2.2 SHALL NOT EXCEED THAT SET FORTH IN UBC, SECTION 601 a TABLE 8-AB. 3. Aid'1 AIME T�4E BUILiDING IS OCCUPIED, THE MEANS OF EGRESS SHALL � SEE SHEET NO. 1�1 FOR STRUCTURAL SHEARWALL AND HOLDL WN SCHEDULE -40. G)GG LOADi x iQ rF?`' ° 4coZ0. T©T,4L cF:rr^ r- 1N. BE ILLUMINATED A. AN !NTENSIT' OF NOT LESS THAN ( FOOT-c,:.ANDLE AT AND SPEGIFIGATION AND DET,nILS. ��- �- '• ��• ` �<�`� FLOOR. SEE 511EET NO, 15 6 1e POR FL,4N SQECIFIGATION AND NOTE6 Al F. ..v•-. r i' NOTICE: IF THE PRINT ORTYf'EONANY fll IIi III 1111111 III 111 I�jI 111 IiI IiIfI 1 III IIiI 1111111 11111111 1 1 111 ! I1 111 ili II111I1 111 I I ill III lIl III IiI 111 hill f 11{1111 1111111 Ilil{I{llllllll 1111111 ! IIII � I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I � � I lU IT IS DUE TO THE QUALITY OF THE --- -- T-_. _ --- - - - - - -- - ORIGINAL DOCUMENT F 8Z 8Z GZ 9Z Z 6Z I ETZ Z TZ oZ 8I 8T LI 9T 5T fiT ET Z1t ijT i E lj� L 9 4 b 1 E Z T�1ru� ` � 1 I I ! I ! ► I !►C Illlllll „!II!!lil►�1�►I► ►IiII►I, !►!►41.III11►►I►� lu►1 ��►I�� lu�.l,.l ll,l�1�,1 f � !►! 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I 4' BRICK VENEER COLUMNS - I AND ADA APPROVED ENTRY DOORS , FLOOR LINE I-� - - t- - - - - - - - - - EXISTING Clrl' SILEWALiG p N ar r- -L1 - - - - - - - _ - - _ - - - - - - - - - � I I AND PLANTERSTR.IP n0 LWJ 1- - -I- - - - - _ - - - -- -- - - - _ - - - -J I @- V LINE OF FOOTING - - -- -.. - - - - - _-. -_ -- _- -- _ - - _- - - - ! I EXISTINGCURBZ �- -- -I- - - - - - - -- - - - - -- - - - - - - -}— - - � L vii STEP FOOTING A Ing REQUIRED BY GRADE - _ - - - -- - - - - - - -- - - NOTE: i. VERIFY 4' BRICK / BLOCK MASONRY VENEER !S!GN LAYOUT, TRIM SCHEME W/ OWNER / SUPPLIRE _ _ 2. EXPANSION JOINT REQ. EVERY 30'-0' IN Ah r DIRECTION E ('n ' CV 1 } 26 GA. COLOREL., SM. COLLECTION BCX . AND DOWNSPOUT Z ! O _ TYPICAL Tl 4' BRICK VENEER O �� \ `. COLUMN 4 LVALLS - y \ , Xv \\ \ \ \ L LINE OF 2ND FLOOR OVERHANG s h' CN i C� 1— ,� z 111 C� S L�1"1 i"t I" F;* .� � m EAST UJALL (oro&,0 UJINDOw = 39. EA,. X 4 = - T i - - S. E. LUALL 60(o�� WINDOW = 3(o. EA. X 1 Li. 6� i - 192. TOTAL '' X n \ \ \ U �j Z `'T 3 m - \ SOro OF 15T FLOOR LU'ALL AREA - SHALL EE MEASUREC \ ` \ I--I 1 T T ;� W N �\ G� -O GH I �S UJALL �L.E ✓ATION Q J 0 , _y \ ,\ \ cp 0 `�� p m EAST UJ,4LL &'-V HIGH X 40'-4" 242 1# 50% - 121. ,� O (X N �- IN - GR4DE 17 o. 0 TOTAL ~ '� 61 DATE: 08/23/02 68th Ave. 12511 — BUP2002-00522, MEC2002-0054F DRAWN BY: - - - - - - - _ - - - - - 4- - - -j 11or ze MUJL 1 I I - - - - - - - - - - - - - - - - - - 1 - - -� R CHECKED BY: 11— � I- -- - - - - - - - - - - - -I - - -- - - - _ —� PROFF Ii SCALE•1/4 - 1 -0 . STEP FOOTING AS roe - LINE OF FOOTING REQUIRED 5T' GRADE `n,ee-�� .A, E. 4 UJ_ELEY ��(11)Or GOI\t °�1EET: M M— r-yoIRE S: OF 24 NOTICE: IF THE PRINT CR TYPE ON ANY Ir�r11�rIIIIIIIIIIIIIIIII VIII IIIIIIIII I � IIIIr IIIIIII rITITP I � rII �I Illlr I IIIIIII IIIIIII Iflllfl I � lil,L.� � IIIIfI Iflllll IIIII� I VIII I Iflll �l III IIIIIII lil IIIIIII I � IIIII VIII I -'°"u IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.36 ill ORIGINAL DOCUMENT - - r- --- £ B�Z,, 8Z LZ 9Z SZ ibZ £ZZ IjZ U�7. �6111 91 G�T 9TG �T��all ��lIIII� 111II,1� ��I �� II�� II�� 1 I �� II,IIIIIIIIIII�IIIIIIII ��11111� IIII �� I �� ill' ilii ��►�I��I��«�� t�i►��I��►�l►��I�►�►�,�11�►��1►1I��1«� ►l� �1�11111�1 NOTE: REVISIONS BT': TYPICAL I. VERIF'' 4" BRICK / BLOCK MASONRY VENEER DESIGN 2& GA. COLORED S.M. 26 GA. COLORED S.M. 10/9,02 PUJ COLLECTION BOX 4" BRICK VENEER LAYOUT TRIM SCHEME UJB OWNER / SUPPLIRE COLLECTION BOX -- 1 AND DOUJNSPOUT COLUMN 4 WALLS 2. EXPANSION JOINT REQ. EVEfR*r' 30"-0" IN AN1' DIRECTION 10/15/ PUJ AND D OUJNSPOUT 02 10/29/02 PUJ ROOF LINE r 7 1 r \\ T?'PICAL1 111,11 111 ! r _:, �4" BRICK VENEER z 6 - T COLUMN 4 i!J,�LLS -� \ - \ CLLp 0 tilt I w \ \ if \ \ \ \\ \ \ \ -- \ \ \ \ \ \ \ \ \ \ \ C.0 C \ \ \ \ T4 LL V \ . \ Q l - G 1 - _ Q CN 2ND FLOOR LINE - T l�l�l cf1 �^ I Q - - I L I -� T a I LINE OF 2ND FLOORI \ \ \ \ \ \ ,\ \ \ \ I If \ \ \ OVERHANG �` \ \ \ \ \ \ \ \ \ \ 0)rq .o \ \ N, \ w to TUBE STEEL GUARDRA!' n \It. " I \ \ \ \ \ ANV H44NDRAIL DESIGN l EXI5TING CIT'' 51DELU,4LK N w BY OTHERS AND PLANTER STRIP \ T L EX!STING CURB w = i MAIN FLOOR LINE _ I J a LIL 0-111 1 1 1 1 1 1 In I I I I I �r= - I+ U tC N F JV) I i fill I o 1/411 v CL ELECTRICAL \ ^- - - -- — - - --- — -- --- LINE OF FOOTING BOUT+-! WI 'BO&O WINDOW = 54. 41 E4. X 4 = 21(o :0 SERVICE METER -- NOTE: :.OUTN UJ..;LL 70(oO WINDOW = 4:. 4: EA. X 1 = 42. : I LINE OF FOOT ING - NN STEP FOOTING AS NAATURAL GAS REQUIRED BY GRADE 258. :0 TOTAL METER 4" 5RICK VENEER COLUMNScYl R EH QL-� I RE: D G 1_ ,4:1l G cv CV 50% OF IST FLOOR WALL AREA - 644LL BE MEASURED U1 � 26? GA. COLORED S.M. &'-O" 1,-4IGHT TIMES WALL ELEVATION COLLECTION BOX AND DOWNSPOUT - SOUTH WALL &'-O" NIGH X &2'-6" = 3-15 s 50% 107.5 TOTAL Q w 2(o GA. COLOREi:;) S.M. ~ Q _ COLLECTION BOX C1 ` ' AND UOUJNSPOUT � O � � T m V V ` ` \ \ Q- I � \ �\ I \ \ _ � � 1 Qi - I�I V i cr t LL z � Z \ I 7 W m T Q =3 O CV L al IMAIN ENTRY OVERS-IANCx Z 6l S? 71 T`Tfill \ \ \ _ _I x� \ \ \ \ \ L INE OF 2ND FLOOR OVERHANG DATE: r \ EXISTINGc! �Y SIDEUJALK � \ '� I \ \, � i OS/23�02 68th Ave. 12511 _ AND PLANTER STRIP \ \ -� BUP2002-00522. MEC2002-00548 DRAII�I BY; I \ \ 12 or 27 MUJL EXISTING CURB \ \ \ I. \ _ 1 ]I \ _ - _ T LT CHECKED BY: PDUJ UCT ,qq 1/4 -.0 N. . E LE ✓ NOT LINE OF FOOT INC ---- - -- - -- - �� 51;EFT: -- - - - ME 1. VERIFY 4' BTT�ICK ; BLOCK MASONRY `✓rNEER G'ES!C N ALUMINUM STORE FRONT GLAZINGc LINE OF FOOTING - NOTE: -— \r STEP FOOTING 7I .�, •� LAYOUT, TRIM SCHEME UJ/ OWNER / 6UPPL IRE AND ADA APPROVED ENTRY I�O_.eS AS 2. EXPANSION JOINT RN�_ ma. EVERY 30"-PJ" IN AN1 DIRECTION REQUIRED F3'Y GRADE 1/4" = 1'-0" �'�' ks OF 2 4 NOTICE' IF THE PRINT OR TYPE ON ANY 1 I I I ( III III III III III III III I 1 I III I t i III III I I r !I r III III III III III III III III I (I III III III III III III III III III III III III III I I I II I I I III III I I I I I I I III III ! III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE No.3e r ORIGINAL DOCUMENT o�E (iZ SZ LZ lli�l!li �ill ibZ EZ lilZ [Z oZ ej[ 8t Lit 9t 4[ tit S[ Zt tt t e 8 L I 8 4 6 Z i]iYli� IIIIIIIIII�IIII II III IIII�illl�llll Illlill!! Illl�llllllIllllllll l 1111111111111 !III�IIII Illllllll�lllllllll�lllllllll�lllllllllillll�llll\ I II 1 � I I� �\ " I \I�� I � �\ I � �I ! III III III I�IIIIIIIII�IIIIIII�II.III 11111�III111111�111111,i�lllll111 Illilllllllll�ll►II►IIIIIIIIII�ll,1�11illl11 Ill I Id FIN. FLR ON 5/8" PART BD, REVISIONS 51': 5/8" T d Ca CDX PLY. wHTGi 3 X 6 PLATE WITH —LINE OF R-19 W441T VIN'rL FACED "-- GLA85 'A' BUILT OF ROOF ON B/e' GDX PML OUTLINE OF BUIL ING F,,AC4j,>E - SHEATHING ON TRUSSF5 � 24' O/C \ 1(�/`�/@� PW ON TJI FLR. JOIST F 1(o' O/G WITH 1/2" DILA.. M. BOLT Is 24" O/C -- - t-i CRICKET FRAMING 1 F 5 25 ;NSULAT'ION i I-- --- -- �--� l r- - - -- -- - - - - --- - - - - - - - -- _ _ _ _ _ _ _ -� / �.�.- _ - I@/15/@2 PlJ L — _ _ Llt! � - -- — — — � _ - - - -- - -�� ! I 1@/28/@2 PW 1/4' PER FT. SLOPE 6 g/e' RISE i _ �_ !d' Fr, ROOF sL _PE^i STRI 1/2 8/03 !=l11 11 7/8' TJI/ PRO 250 1(o' O/C I t • . I ID A I A- 5-1/8 x 25-1/2' GILD - - �- — _ \—ROOF DRAFT STOP FROM TOP OF ACO�ISTICAL CEILING TO LINE OF SUSP. CEILING TRU3SES AT 24 ' O/C BOTTOM OF ROOF S4•�TCs. WITH W 18 X 55 STEEL BEAI"1 ----�/ I R-19 INSULATION V GYP. WALL BD. SEAL ALL Z r' JOIN AND SEAMS FULL � (P � TJI JOIST HANGER I 4' BRICK VENEER W/1' AIR SPACE SHEAR LUALL � m 3/1(o X 3 X 10' COL STRAP I ' WIDTH :�F ATTIC. SE_ SI•IT. NO. _ l iY (10 /� AND 300 FELT ON} ' CDX PDW OR 6 4 16 APPROVED WAFFER SHEA-CHING ON �+ L_ Q 2- 3/4' M. BOLTS `� i 2X6 STUDS a 16' O/C O I C f- O I tv (o X (o 1 DF F`0571 I OF + --- - - - 5/8' Gu BRICK VENEER TIES AT W 32' O/C HORIZONTAL ,'a U) I � ?4' O/C vRETICAL 1/8 X (o CSL COL � SEE SPECIFICATION � N ti. AT IST EXT WALL I I FIN. FLR ON 3/4' GYPGRETE I, n W Q ( 5/8' T t G CDX PLY. SHTG, w Q ON TJI FLR. JOIST ® Ib' O/C (L "- as u, 1 ( - 4' BRICK VENEER W/1' AIR SPACE J AND 300 FELT ON.�' CDX PDW OR -I + r 2 JOIST HANGERS /y2X6 STUPRC\7 D� Ifv�O GSHEATHING ON COL��IN CN PER MFG. SPEC. _ _ ISG/ 'n I -- - - -- - -- - -- - - -- - - - - - - - __ - - - - - - - - -- - - - - -- - - I N 1[m� I INE OF SU4P. CE!LING ----- 2-LAYERC> OF 5/8' 'TYNE X GWB 1 CE I L ING/BOTTOM ;n I BRICK VENEER TIES AT OF STAIR FRAMING _ BRICK VENEER TIES AT iv 32 O/G HORIZONTAL - -- -- 32' O/C HORIZONTAL 24' O/C VTICAL TICAL 4" BRICK VENEER I 1 SEE SPECI�FICA ION OFFICE - - - OFFICE I SEE SPEC�IFICA ION - 1 0 I II I II BRICK .SNEER TIES AT i FIN. FLR ON 3/4' GYPCRETE 32° �d° o/c vRETICAL 5/8" T t G COX PLY. SHTG. 34 O/C HORIZONTAL I ON TJI FLR. JOIST � I6' O/C ry I - -- - - 1 0 � E SPECIFICATION UD - 2 SE / CiAI@ GUSSET ANGLE (o t M 1 I I - -- I 4' GONG. SIDE WALK V)H (o X (o COL DI 1 ' 1 I 2' AC PAVING • w N N 6 X 6 COL DF +' 1 44 WITH 8 - " SDS " SCREWS I , ! J Lid 1 w M 3 X (o PLATE WITH ' `' j /? 00 ' v v L WITH 1/1" DIA. M. BOLT 5/8° PLY. •/j x'41@ � I (� w x VERIFY RIM JST LOC. GUSSET ANGLE R-19 FLOOR I JOIST HANGERS �( a < 24' O/C FILLER AND SOFFIT HT. WITH 8 - " 5D8 " EXISTING I INSULATION / GONG. SIDEWALK I CRAWL SPACE PER MFG. SPEC. J LL SCREWS - %� � 1d06 MIL. BLACK POLY / �-� I VAPOR BARRIER TNRU-OUT NOTE: I� f I_ w A ONE-PERI1 VAPOR RE1 ARDER IS INSTALLED ON � EXISTING � L;• - THE WARM SIDE CIN WINTER) OF ALL EXTERIOR FLOORS O � vl <2� MC 8X18.7 ROADWAY WALLS AND CEILING, A GROWND COVER IS INSTALLED 0 } �L 4X8 C2, MG 8X8.7 �— NOTE: IN THE CRAWL SPACE FOR NEW CONSTRUCTION. 3/8 FLAME _��L� /�f"1 ��G,C, SEE FG�UNDATION PLAN I _ ior"el I I\ r-�tJ./ Vv FOR SPEC 4 DETAILS F W 18x55 LAME-SPREAD CLASS OF FINISI-I MATERIALS USED ON INTERIOR WALLS AND CEILING y� W 18X'55 SMALL NOT EXCEED THAT SET FORT44 IN UBC, SECTION 001 4 TABLE 8-A,B. 5/16 �/,{ II � 0 5/1� i} / 3/8' WEB 1/8 CLASS 'A' BUILT UP ROOF ON %' CDX PWD — CLA58 'A' BUILT UP ROOF ON 9e' CDX PWD SHEATHING ON TRUSSES a 24' O/C� SHEATHING ON TRUSSES • 24' O/C • END YZ4) � ROOF TRUSSE4 a 24' O/C m 5-1/8 x(o (SL COL. N 3/1(o'x3'xl@' EARS �� - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W/ TWO 5/8' 1 ern- i f -I 7777 z RADIUS TREAD J.'. . , --- -, l-lJ.-�J __�_', ' ,^~^ }-- NOSING � 1.__ -.uJ�_ � 0 I � ' u 3 , (s) C, ANGLE 0 u 1 LINE OF SUSP. CEILING RISERS ! L1 1-1 r l s \ U LINE OF SUSP. CEILING L `Y -8 LINE OF SUSP. CEILING W I' 5/8' RISER INE GAF SUSP. CE;�1rk; _-.- --.- -- — Q 3/4' TREADS r! i co u (� t /� 11i�� 70 2' DIA. HANDRAIL — FLU5�4 � � '� I M�1 I�r — © ' h'a TO 2' DIA. HANDRAIL i�, CLR FROM WALL I 1V5 CLR FROM WALL 11 1/8' TJI/ PRO 250 C ib' iC Y a PER OSSC 1003-33 t 11098- / . 1 -0� 1 R OSSG 100333 41109.8. • 1s 1m I p� M ; (P d i 6 ' HCsAi@ ' CsUSSET ANCzLE � � �^ ,,, � -- pF K 6 COL WITH 8 - " SDS ' SCREWS 6 X (o COL DF "1 � �Q N C14 3 X (o PLATE WITH x x W TH 1/2 DIA. M. BOLT " HGA1@ 24" OIC ,i I. CsU85cT ANCxLE i, - - -_- x - - _ / _ -- -- - - r • �ti 9 0 o WITI•� 8 - ' �JD8 ' I / r Q 1- r - — — — F �� ,n r u) y cp x SC :EWS � W r O f 3/8" WEB _ 11-01 MI 01M1N. / w I + r-n' I \ I� U- 01 - z r cv �/ I — MIN. LINE t• `::iLING M1 W in 111 �4 MIN ►IIIA Z Q �tOt # I L INE OF SUSP. CEILING 111c, , 1b � I r I I� V W M 1/$ 3- 2 r 12 STAIRWAY STRINGERS I d I 1 -N,Ml . I W N W 18X55 SOLID OCKING I I 1 Q O W 18x55 W 18x55 - ---- ---- - - —'k Q / �.. 1[ __.j \ _ �jA-A I i =� � � 3/I(o x3 x1@ EARS 1/8 \ - W/ TWO 5/8" M.B. -- - __- ------- -- =- - - --- __ - -- = ATE 3/1(o'x3"xl@" EARS ��--� I -�v�� _ 1 STAIRWAI' SPECIFICATION: --� --�- -- - �._ _ i �_ � :@8/23/@2 ' 1/8 I W/ TWO 5/8' M.B. - - - - - - - _ -_ DRAWN BY: 1 i 1. STAIR R15ER MAXIMUM -I' / STAIR TREAD MINIMUM 11' 1-IUJL (o X (o COL DF 01 - -1 - - _--L-� .--�=_ -_i - -� -- - _ 68th Ave. 12511 �► L - _ _ - - _ - .- .- _ - - - - __ - ,� _ 2, h' RADIUS ON TREAD NOSING ANDR15ERTOBEANGLED - - - - - - - - •- - - - - - - _ - -- - - - - - — — — — — — — — — — — — 13UP2002- 0522,ME C2002-00546 CHECKED BY: i �I _ __� PDUJ YS4) 8' FrIDNWALL - - — — - -- - - - - - No_TE: — _.�- - - - - — J W/ "4 w 16' O/C - -- -L - - - - 3. STAIRWAY SHALL HAVE HANDRAILS WITH HANDFRIPS PORTION OF - - - SEE FOUNDATION PLAN SCALE: ;R p ILI li4" = I'-011 HANDRAILS SHALL NOT BE LESS THAN 1V NOR MORE THEN 2' IN -` FOR SPEC t DETAILS -� CF,\ - RJNS AT 11 MIN. 3 -8g SECTIONAL DIMENSION, THE HANDGRIPS SHALL HAVE A SMOOTF� 144' LANG ti ^ _c _ G RJ'�5 `��p�F,S _ - II' MW �('!� JOB: ' --�= SURFACES WITH NO 9HARPE CORNERS / EDGES. -- _- _ - ----- AT IRJNSW MIN MIN - CROSS SECT 1 + �3� �. _ 4. HANDRAILS EXTENSION MUST EXTEND 23' BEYOND THE BOTTOM RISER _ = « RUNSAT II" MIN e44EET: AND 12' BEROND THE TOP RISER.NO OPENING IN GUARDRAIL LARf.�ER THAN 4 DIAMETER SIT �4 ( L;� � %Too eES7 n ! � 10 ) NOTICE- IF THE PRINT OR TYPE ON ANY �I I I l f III III I I I I I I I III I I III III III I I III III III III III III III I I III III III III III III III I I III III III III III III I Jill I I III III 11 V I I I III III 11(1 I I I III III VIII I 1 I I I l ...-. .. IMAGE. IS NOT AS CLEAR AS THIS NOTICE, �_ I_ L L I I S I I I I IU I 11 I 1 bco IT IS DUE TO THE (QUALITY OF THE I Ic 3e ® ..,�-;_-� ORIGINAL DOCUMENT 0 Z 6 I 81 L I 9I SJ I ib t S I Z i i I I 8 19 L �H 4 I ft I �6 IIIIIIIIII�IIIIIIII�IIIIIIIII�IIIIIIIII11111111I�111 II III III 111 II I III IIIIII 111111►�IIII(111111111�111111111�1►11111 f I I I I i 1 I 1 .I 11111111111 � 111(1 II 11111111► IIIIIIIII�IIII�II11111111III�IIII lllllllll I � II.1 I II IIIIIII�IIIIIIII�IW �Illllll11111.1ll11111III111�IIIIIIIIIIIIIIIIIllII�IIIIIIWIII a RE VISIONS BY: 10/9/02 Fuj 10/15/02 PUJ 10/28/02 PL k I/28/0 3 PL r i I-HOUR RATED ELEVATOR SHAFT ONE LAYER 9's' TYPE X GYP WALL BD. ON 2X6 STUDS AT Ib" O/C _ - PER CVA FILE NO WP 3514 _ r -I SEE SHEET NO. 26 FOR SPECIFICATION I- - CLASS 'A' BUILT UP ROOF ON /e CDX PWD r lU Kl I I I SHEATHING ON TRUSSES • 24' O/C F 5 25 INSULATION I r L- 01 _ _ -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - -�- - - - - - - - - - - •- - - - - - �- - - - -- - - - - - - - - - - - -- - -- - - - - - - -- - - - - — - - - - - - -- -� I —�. SCUPPER — I - - Q 0 COLLECTION BOX1 r Q 24" " JEMROF OUS ESR F 24 /IC RATE FLOO CEILI GSY° SE SHT. N . 21& G FILE t O. 54 LL 1 o a - - --- I f, � I I Z u LINE OF SUSP. CEIL.iNG DRAFT STOP �ROt-1 TOP OF ,i j -2 X b CEIL JST ® 24 O/C I ACOUSTICAL FILING TO BOTTOM OF 5/8, GwB J p I ROOF SHTG. WOTH �' GYP, WAL L BD. OFF I CE m }� N OFFICE SEAL ALL JOINTS AND SEAMS FULL I d ,n — WIDTH OF ATTIC PER SECTION '108 BRICK VENEER TIES AT I 9 9 T O 1 L ET Rl"i +�vAc sNAFT RE 5GUE , _ ,� 32' O/C HORIZONTAL 4' BRICK VENEER W/1' ,AIR SPACE LL. I-HR RATED WALL SYSTEM ,L��jjr, 24' O/C VRETICAL 9 1 AND 30°FELT ON CDX PDW CSR SEE SHEET NO 26, GA FILE NO 3514 I SEE SPECIFICATION 2 1 CJI-TEAR WALL 2X4 STUDS AT 16' O/G 11 RI I, 11 APPROVED WAFFER SHEATHING ON I O 2X6 STUDS • Ib' O/C � L---� FIN, FLR ON 3/4 GYPCRETE 5/8' T 4 G CDX PLY. SHTG. I I ON TJI FLR JOIST • 16' 0.4:: I I 0 I 1I-,��'� �� I I "' T1 IMJ.J. �A.. .l.J..\ F-11M.� 1 I- w I --- L — — —I I CN to I rn io r` 1/2' GYP WALL BD. - - - - - - - -- - _ - - - -- - - - - - - - -- - - - - - -- - - - -- - - -- - - - - - - - - - - - - - - I - ►� 1 V) .1 4 in n LTJ N N 4' BRICK VENEER W/1' AIR SPACE w .. LINE OF SUSP. CEILING AND 300 FELT ON X6' CDX PDW OR 1 z c o APPROVED WAr'FER SHEATHING ON I _ O�� I CC 2X6 STUDS 16' O/C I Q w x SHEAR WALL e I OFFICE TOILET R'1,'1 I N + I � , 0 < BRICK VENEER TIES AT I � � 32' O/C HORIZONTAL 1p I ;=IN. FLR ON 3/4' GYPCRETE I ��' C, N 24 O/G VRETICAL 5/8' 7 4 G CDX PLY. SHTG. �' � SEE SPECIFICATION e 4' GONG, SLAB W/ bxbx 5/8' A.B. 6 48' O/C I 1' 11 I0/10 W.W.M. ON 6' COMP ON T.! FLR J015T • 16 O/C —� 0 ,� V) 5/8' A.B. 46' O/C GRAVEL FILL \ I R.-19 FLR INSUL — -—-� 1 CRAWL SPACE � 1 6' FNDN WALL 4 CRAUJL SPACE _ x I W/ 04 • IG' O/C. `: NOTE ! - ' NOTE SEE FOUNDATION PLAN - - ELEVATOR PIT A ONE-PERM VAPOR RETARDER IS INSTALLED ON I ' Fe-',R SPEC. AND DETAILS NOTE: VERIFY SPEC. .006 MIL. BLACK POLY VAPOR THE WARM SIDE CIN WINTER) OF ALL EXTERIOR =LOOKS m BARRIER TYPICAL WALLS AND CEILING. A GROUND COVER 15 INSTALLEDSEE — Cv OR SHEET HOUR FIREWALL PENETRAT IONS IN THE CRAWL SPACE FOR NEW CONSTRUCTION. I �. SPECIFICATION AND DETAILS FLAT IE -5FREAD GLA65 } �' - -- 1/411 _ 11-0 11 � z FLAME-SPREAD CLASS OF FINISH MATERIALS USED ON Q ,006 MIL. BLACK POLY VAPOR INTERIOR WALLS AND CEILING SHALL NOT EXCL�D THAT SET � � BARRIER TYPICAL FORTH IN UBC, SECTION 801 4 TABLE 8-A,15. LU `� CAPACITY: SPEEDS. z [L tONso IP 40 ROOF VENT FOR ELEV.&HAFT A� U ❑4100 1111111111950 Kq) O 00 frAl 10,4 lA/f) l 3 )SG:.FT.MIN. D loo FPA110.5ht/JF GLASS 'A'BUILT LIP ROOF ON I'Ye' OUTLINE OF BUILDING FACADE C� Q 11125 f PAI 10.45#A/$) R-19 WHIT VNYL FACED CDX PWD � � 'n D 1sa rP�1 tors AI/r F S zB NSULATION SHEATHING ON TRUSSES • 24'O/C O Ll) `f3.175►ro 10.9 Atm - - - -- -- - - - U 700 fps(1.0 M/fl liQIfTWAY P/Ak'1 -- - 091GHTNANO +- lL Seismic Veneer Anchoring Application SLEV147OR NOTE: 2 X Im FtAFIERB DUR-O-VIAL'S seismic veneer artCllGrs ar8 al?Signed to 11)8et 1, ELEVATOR 51-iAFT / HOISTWAY TO BE VENTED - - - - AT z4' O/C �± { h y�, -�•} 5'•d' t AR PER SECTION 3004 - ' U-z1® 'EKsR Ea END. \I peffQ[!ti flee criteria H5 �iet)nec� ��t bu)IcilE�g codes. ti)p,��i r� l� can o o v a � (1727) INSIDE a 2. THE ELEVATOR MUST BE DESIGNED IN ACCC#RDANCE be tlseci #or tieing brick Veneers t0 ��.UG� Stud. r�CCe! StLI(�S StBPI W = RDOF TRUSSES AT 24 'O/C f c WITH CHAPTER 3m. DESIGN AND ENGINEERING BY 8ind8�t� Veneer { ' ? y 4 OTHERS, THIS WILL BE A DEFERRED SUBMITTAL SHEAR WALL - LNE°F eu&P•CEILNG -- R-Ig N&w-ATION framing. iT1d$grirv, brick arid cQncr�te T111~�1 ilt'1 , bricatedl}tl S�Ie(�l' F ` SEE SHEET NO. 24 FORDS.REQIREMENTS I-�ALL &�'Ghia Z Screw-Corrosion-Resistant lugs that accommodate 9 galuge veneer reiniorf.-pmert, The � I 3. THE ELEVATOR MACHINE ROOM SHALL BE NOTE: �i , I N f EOJIPMENT WITH AN INDEPENDENT VENTILATION OR SEE SECT. 5/10 FOR EILS — 5HEAR WALL tC 1e��.'• 2Ny1�H �S'�Ild�laCl; ,r11rITIPr connectu>s, are individually mounted and, aro easily instalae,<i -------- �t m r 5' AIR CONDItIOP11NG SYSTEM IF IT 19 A SOLID-STATE FN FLR ON 3/4'GTPCRETE 1-- \) 1 a1 . rFI le It�6"l," Mvaii1-D SEI* 1An' Seismic 'Veneer Anchors (paletited) (fzT� �rI 5' Ile l �. i ?i•dri'd SNI' il;'00 EQUIPMENT PER UBC SECTION 3005 Ste, T 4 6 CDX IDLY.SHTG V — ON TJI FLR JOIST� 16' O/C 9- 5' �'o' CLEAR 4. THE ELEVATOR SHAFT PIT SHALL BE INSTALLED LL pn . ' . _ _ -.,_._._... — - -- — _ 1011' C-4 desl; ed h� stpei st:d5 Palle Ih;Q�� ( I (911)OPENIItiG WITH AN •S;,i TP PUMP AND DRAIN DIRECTLY INTO Ck s $G$IS dLS;jn.":1 IU'I►+!K1�bi N:). r 1 I >'-a'W'ALL10 THE SANITARY DRAIN SYSTEM W r LC) {,g (2?35) W.,ll 0 61 X 611 u C019 O tiff NAMO NOTE. Z ��. ,�• b MIN SEE SHEET NO.26 Z O Q 1j SPECIFICATION AND DETAILS FOR I HOUR FIREWALL PENETRATI, kn 01 - -- -- -- - �n CV Lu T (Y 111 i-, W �4 a: 5'8' EAR -� i-HOUR RATED ELEVATOR SHAFT O LINE OF SUSP. CEILING �1 Q P,�'q �' x New:+ � '". '•;`� : .i J (1727)INSIDE W I ��j ONE LAYER%' T�'PE X GYP WALL W.ON 2X8 STUDS AT 16' O/C O 1 PCR GA FILE NO WP 3914 0 Ll n OUTLINE OF STAIRS SEE SECT :EE SHEET NO.26 FOR SPEC:IFICA• Z OUTLINE OF LOBBY S.WALL - • FIN,FLR ON D/e' PART BD. ON TJI FLR JOISTT 16,FI o/G MEGI•-I RM — f--OUR-OVALI INC. LIl 3'•0• clEAa 3'•s• (g1goPEtalNr, (1011) DATE: • 12235) WALL -`t u LA 0S_�'3/02 , DRAWN BY: - FD f j�I� I I t I11 SHEAR WALL__ BUP2002 00522,NiFC2002-0054F CHECKED B'1': FFI) 15 R I S f'°�e \/S I EEM, 4 I c im� c;� �' � I I �� I 1 01 �1 LOADf ON CAR RAI[ loot 27 AONViNIIOMI�I MOtlLEtf _ 3GAL� / -- ON 16'-0'(4572)WX SPACING ON U C T V n 1 n ` F1 19RAIL ORACKFi SUPPORTS RAIL BRACKET SUPPORTS — ' � �P �q I/4 - 11-011 t 275LOS(125Ky) 245 LBS 112 Kg) �j �t) PROF' N I j ri 4'THICK CONG,SLAB - — ELE�/ATOR PIT ` .-F7 12Ifuh 1) 1!5L11S(111Kg) 3111LH6(ITSkg) VERIFY ELEVATOR SPEC VERIFY ELEVATOR 9PrG. �`G �1 ss�i�+ JO LONGE SECT 'I MASON�.R�'• 12l/f.AM 71 205185 93K q{.44 c + �- `7 ( 0) a 16.,00010) F CONCRETE FOUNDATIC'J � FACE VENEER BRICK TO BE 4 i1-41C< PER ASTM C2IF-dd. - SEE T NO. ATION PLAN T i' MORTOi� TC BE T�"PE S, 1"(A50NR`r' CEMENT. SEISMIC BRICK I SHEET NO.12 ; + SHEET: ANC: TORS TO BE DUR-O-1114L D/A 2135, 5CRE WED TO 5TUDS E i�1 \/�0r 0; L 0 55 VC1hcGUld WITIJ (2) M4aoa SCRLS, SPACED 32" ON CENTER �-IORIZ. � �� I O �� I I� �I�� 3 --- - -- — \`� ��c�1 � fig`�,v O / F. F�S 24'' ON CENTER VERTICALLY NTS 3/161 = ''-©" 11 --- n NOTICE: IF THE PRINT OR TYPE ON ANY rI I I l r III til III III III I I IIIIIII I I , I I III ! I I III III III III III I I 11111 11 III III III III III III III III III III III III III I I I I I ' I I I III III I I I I I I I I I Il I I I I III III I I I I I I I 1 11I I �I 1141 I ISI 1 161 1 17 IMAGE IS NOT AS t;LEAR AS THIS NOTICE, f - _ _._---1-- -- - -- _-1 _.- _ -- --� - - - _.1---- - _ l ----- ----L----------� IT IS DUE TO THE QUALITY OF THE N°J9 ORIGINAL DOCUMENT �S 8 Z 8 z GZ 9 z s z tiz �c Z Z I Z o z e[ e1 t L i Qi[ 6 l E T z T i i ii 8 8 jG 19 4 I �fi �E TZ I �i �uwl �►IIIIIII► IIII IIII�IIII�IIII�IIIIIIIII Illl�llll�llll�llll�llll IIII IIIIIIIII�IIII Illl�llll IIII�IIII IIII IIII 117111IIIIIIII IIIIIIIII ►III�IIII�IIIIIII►IIIIIIIIIILIIIIIIIIIII�IIIIIIIII�III11W1Wll[llI1111.111111i1l11LWu111u1ll11111111111111i1L1111111I1IIN1Il 1< REVISIONS 5Y: 10/e/02 PUJ 10/15/02 Q - PW 10/28./02 PUJ 1. 1/28/03 PUJ I 1 - ' Ile CIA w I •�• • • • • • • . • • • • • . _�_ • I w 'V r-- �--- 1 / w C 30" x 12" CONT I X _ _ I z U L. 13 I � 0 a) rn I 4c� o � © Z4 ` ILL _ f 30" x 8" CONT N q � - �-� I . B I -- - 6x�o POST - 1 C3ro�o �- — _ 1 iCIO rl to I @ J�L Ln4' tNICK� -� I , V) 4 'k-- % C - 44 CONC.wmo 5LAB 10/10 IumI ( I _ - -1/8 x 15 CxL u LAM Bl`1. -__ W 0 N • FEW, ---- --�_ r- - ;-- -- z 11 ► rJ ® I m l � � � II �► 1OII II I ECC51/4-� L- a. L 24 x 8 CONT rn -� r-- � e PO.. , a✓ 1 _ N piv41N W/ . 0 30" x 12" CONT c� "� o I I 0 SUMF PUMP I y o e 9 o 0. @ �9 I C.► 24" x 8" CONT t0 SAN. SWR N i 2�II II ,n i �,, - I - p I x 8 CONT ° s uj LL t F . , . . . . . . . ' �� ( Z� I i I Va U. A X= i ) f I 11 l` B C I I 5-1/8"xlV CLU LAM BM. 5-1/8"x18" C� u A 1 N 'k-- - i U / I 01� ��\ c_8�((J II� II ECC51/4-6 Z __. ECC51i4-1 " _ ' - --�- 6x� POST ! - 6x6 POST z 30 x 8" GOVT U r � a � w 5-1/5" x 6 CSL ' o COLUMN. J N 1 � Q • LOUD POINT CRAUJL SPACE DRA1N �- ;ti�� ,' �' (L 30" x 12'' CUNTVt- \q) I r ' �nj '� �> I • 61 �9 • +y� Z c� . —X -L Lu _ STEP FOUNDATION UJALL I / !� v +- � AS REQUIRED 111 U1 r - - �/ � C I-011 Ln } 07 23'-114" E y X Z � (] Q � z '� m -14 0 - -----_ C omw- ------ -- -------- - — - - o N z � 6� � m f I L Q ---- 1/4° = 1 ' -0" N a� I = LE I * i�I Oil uJ.4 L L_S DACE: -- - BEARING WALLS NOTE . UFS/2 3/02 -- DFtALLN F31`: LU 1 SEE FOUNDATION DETAILS SI-4EET " 13 FOR 68th Ave. 12511 M�1- C4) # FNDT WALL, —� BUP2002.00522,MEC2002-0(154f GI-�ECICED BY: = 32 " X 32 " X 1211 T; 4ICK W/ 4 _- -- DETAILS AND SPECIFICATION 15 or 27 �� .� LINE OF FOOT INCA 2. SEE SHEET NO. 17 FOR SNEARUUALL PDUJ E03 = -O X 4 - X 12 T�I uK LU/ 5 - 04 c RL, 9GALE: I I II G�CNEDULE ANC' SPEC. ��a PRO AS 1/4 = 1 -0 GO - 9 X 4 X 12 TI-1 I CSG LJ/ ro , F ; T. PLAN 433 r- _ e7R�CT�R'4L NOTE �,_- -- „=ET: DO = 5 ' -0 X 5 _0 II X 12 " T�41 CX W/ 1 - 04 SEE SHEET c� oH_ Ioll��, �J EE NO, i� FGR STRUCTURAL SNFARWALL. AND �-IOL.DOWN SCNEDULL7. `' AND SPECIFICATION AND DETAILS. CE _ � 1 _0I� � ' X 1?. " TN !C< LU/ S - '*4 ESU - - NOTICE: IF THE PRINT OR TYPE ON ANY II111III � I � I11 � II � Ii11lIIlIlll II � I11, VIII I IIIIIII IIIIIIr IIIIIII IIIIIII IIIIIII IIIIIII III 111 VIII I IIIIIII IIIIIII III SII VIII VIII III 141 III IIIIIII II11111 ' IIIII I VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 ( 1 r � _._l-._ _—__—__--._L __ _ ___._t_—____-- ._..L _—._J 1_.. (_ (-/ IT IS DUE TO THE QUALITY0= THE No.36 - _•=---= gip .„„ ORIGINAL DOCUMENT s 6f Z i 81 Z L� Z 1 8 I 8J1 !,t 9lT 9l T ►�i E1[ Z i I i I 16 �8 1L l9 1 4 3 E ' Z T leu� IIII IIIIIIIIIf llllliillilllllllllliiii I� � I� II' IIIA II III IIIIIIII.IIIIIII Illllllllllllllllllllllliill�llllllll 111111 II II I IIIIIIIII� ► I�I111 ►IIIIIIII�I IIIIIII I IIII II� IIIIIIIII�. IIII►111111111►11111111III�II IIII �I II Il 1111 II 111.1111111�IJll1U�1�.1 1��11 ullllllllhllll REVISIONS 57: 10/13/02 PW 10/15/02 PW 10/28/02 PW " 1/28/03 PW [,1W hR PA --.— t4 { FOL NDAT 10N SPEC IF I CAT 1 ON : z r r+f e-0"l 1"j,taleahal.M: i r CONERETE REINFORCING: FOOTING d M15C, 2500 PSI Z � i RETAINGING WALLS 3000 PSI tiV+ih Fll-ikl�'I'/'4�K'k. •� I ; Hl ST i _ RE IN1!=ORC ING ST �7 ECL TO BE A-�15, GRADE �0. PLACE ALL REINFORCING PER ACI CIDES AND Z I �' ae '„'' I STANDARDS . LAP ALL CONT!NOUS BARS A 1 -- - MIN. OF 30 DIA. c. C14 W. - - -V �- - -..'�- FACE VENEER BRICK TO F3E 4 THICK PER ASTM C216. MORTOR TO BE TYPE S, MASONRI' CEMENT. SEISMIC BRICK e A RETAINING WALL DETAIL ANCHORS TO BEUR-O-WAL D/A 2135 SCREW _ 1 nrc,�o7 m � _ L EfJirILL FOR ndt: , .. D SCREWED TO STUDS D cry Q_ ti WITH (2) DA808 SCRWS, SPACED 32” ON CENTER HORIZ. 24" ON CENTER VERTICALL`r' ;;, ALL WHEMEE N VII" A G _ 8 _ nor am' Bur'N" Bar"0" A 10, 8" i'4" 4 B' #k4-9"oC 04- Woo #4-B' x r, . 818r' 1' 3' 4'-E1" #4-9"ac #b- 18"x #d _ 18"cc N /�� 8 $' 9" 1'-10 2'-3" $4- 10"Ce #4 - •18"or, #4 - 18"m 5TfRI I `..rte7�f /` L '� IO7E : � N � 4 B" 9" 5' 2'-2" yM4 - 18"oc #4 -16"o >¢4 - 18-oG 1�t 1`—'t I �l ALL. 'CSC. NS- CONCRETE Fe 30170 FSI x 4 4 RFBAR GRADE 6D SEE SHEET NO. 11 FOR STRUCTURAL SHEARUALL AND HOLDOLLN SCHEDULE . w N N LIJ Ht 1, ANV SPECIFICATION AND DETAILS. z 00 7 0 0 .68r,2 W Gcanter. Ing a. LA_ Frojem Tigard,Ore 45 8E 102rui Avenue Shat C Nurntw 8T00 OfTlee Portland.OR 97216 Al I dale- 10*02 503 254-8282 n c n W 5TRTA IN ING WALL FOOT !NG 5C DULE 01 NC;T TO 5CAL_EVi 0 13od U In *a 4" BRICK VENEER SEISMIC VENEER ANCHOR --- a 32" O/G HORIZ. Zj-- FIN, FLR ON 5/8" PART BD. 's 24" O/C VERT. 5/8" T 4 G GDX PLT . SHTGc. SEE SPECIFICATION cmv ON TJI FLR. JOIST a 16 O/C 1" A(R SPACE 1'' AIR SPACE LLI � G`rFD5UM BD. I 30 " BUILD PAVER } 07)4" BRiGK VENEER 30 * EUILD PAPER --�\� ,q z 1/2" PL*'WOOD SHEATHING FIN. FLR C,��N 5/8" PART BD. 0 SEISMIC VENEER ANCHOR ---- 2 X 6 STUDS �' 24" O/r - 5/8" T d G CDX PL"'. SHTG. r0 a 24 O/C H ERT. GYPSUM BD. 1/2 PLYWOOD SHEATHING lU 2 O C VER ON TJI FLR. JCIST � 1(0" O/C �� Z � SEE SPECIFICATION ? X (o STUDS 1/2" DIA. X 10" ANCHOR "'T � 2 1 i 2 BOLTS 6 48" O/C �-4 CONCRE' . E SIDE WALK � 0 OUT' Or:INE OBRICK VENEER----,.. I (� 24" O/C 2 X (o PT SELL PLATE 2 MIN A. C. F APING m w O BLOCKING 1 3/41, X 11 -1/01, co - - `�- 1 3/4" X 11 7/8" LVL JOIST WEFT STIFFNER LVL JOIST 's 16 O/C �-- BLOCKING 1 6 16' O/C -�' �r PER MFC . SPECS. • ° 4" BRICK VENEER '�� - ------- ------- _----- - � �— — --- _ V GLUE LAM BEAM TJI JOIST HANGcRER `t 6' 2 X (o STUDS I0 24 O/ 'I - Z 1/2 IA. X 10 ANGHO BOLTS 's 48 O/C � PER MFC-c. S?'ECS. a . , -� ''`� ,� A I D B L " ECG51/4-6 " COLUMN CAP- I Q cv ' 2 X 6 PT SILL PLATE Lu cA z I � m o U 4 o cv *� W 4" CONCRETE %'_ � � o X (o POc,T WITH " CB(o(o - S1UE WALK -- 24 -C - - cq - CONCRETE FOOTING CONCRETE FOOTING GRADE SEF FOUNDATION SEE FOUNDATION o J w r } FOR SPECIFICATION FOR SPECIFICATION \ 0 4 11" 8" 11° 1 _ q Z q � — a� (Y I 3�_� r\� CONCRETE FOOTING Z O Q Z a U SEE FOUNDATION I FOR SPECIFICATION cf) r LU c� Z q GRADE z (Y 0 -8 11 IN. YERIF i' SEE FNDT PLAN 43, DATE:0812 3/02 DRAU,N B*T': i 68th Ave. 12511 MWL � 1 U� N' RIOR FOOTNC; :`"41L BUP2002-00522, MEC2002 00548 GNECIGI=D B7: � 16 or 2� �'DI.0 _ —� 13 � I� _ � � _� \,3 d - � PRO SCALE:1/4 u 1�_Q OAFS� — �5 J015:NDT. DTLS. 4332 3r4EET: CRA 24 NOTICE: IF THE PRINT OR TYPE ON ANY ' I I(III I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I i I I LI I I I I I I I I I I1 I I I f IIIIIIIIIIIII I I I I I I I I IIIIIIIIIIIIIII I I ' I I III (III I I I I I I I I I I I I I I I i I I I I I I I I I I III I !J,I I I IIIIIII I I I I 1 11' I I I 111 1 I I I A LI IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I it ---- '--- � I --31-- - - I 4� - � -- I- . 6t _ _ I �. --- I gl- -. .I 9L- -- I - lel - I_ 11�— I 1L� O '20:)4 IT IS DUE TO THE QUALITY OF THE "°'e II �il III11111 I IIS I�I111 ►III ►I►II1111�1111!II11. 11111111�11 � H� 1l 111b11T1►►I ►111111IIIIIZIIITIIIII►IITI�ILIIll1I 11�►11i1111 ►Ill1l8llllllll►8II�I►�111L �91►l�ll�9u�u r i £ ► Z 1� ILDZ 917,--- 4fZb Z Z 1Z 1)i11 11VI11ORIGINAL DOCUMENT Z 6124X lllTl►�aI�►uWw11 ; I� II II1111 ,111111111 111 II VIII i '� REVISIONS B1": 10/9/02 PW 10/15/02 PW - - -- - - -- - - - f 10/28/02 FLU dII �''_S 31 - - 11'-0" -- - -- - - - _ -G - �• ,� 1/28/03 PW 1/ II I � — ' Wll v 1 ---- II — I -- - — ---- -- �' -- ------- — -- - -- — _ 2ND FLOOR LINE - - T I � w N Y/111 i O5 6X12DF1BEAM 0 O I 5 5 I 4 �11 O u p o o I " I , n O 0 O O O I U O ; O O O O 0 ROOF TRu6SE6 24' O/C O w Z �n � I �- � LL I I �II LINE OF SUSP. CEILING V - — --- — — u- X z I X 1/2' PLYLLIOOD SNEATNINCx 11 X 4 © X I I I cV II I �t 0 N v I X Q �' OUTLINE C>SF COLUMN I 1 I I ARCH F-4—,ADE II I T. 16' OiC � I I I _ JST. 16' O/C I uJ cn I �' I I I I cA III 4 BRICK VENEER W/1 AIF SfAGE - b A AND 300 FELT ON ,�' CDX PDW OR � I I — � f 11 APPROVED WAFFER SHEATHING ON L W1I ' 0 2X6 STUDS i6' O/C I _ HANGERS Q _ �II I O 9tPEN f AIRWELL b X bDF-L " 1 I O m 4' BRICK VENEER I II I/11 — _ -CoLtm.17 X -L — — —. — — — — COLUMN. 1 - o 1 _ Ii II r - 0 G j \ 11 X 60E-L « li ' - -- —.. / - - - 1 3/4' X 11 '1/8' LVL RIM JOIST - _-- I� I 13/4' X 11 '1/8' LVL RIM JOIST COLUMN.-- �' X 14' PSL BM ` f O l i l i 1 l i I� � J I I I I l i rl• I N0 , _ COLUMN. cn • .-, I I I I I 1 1 1 1 1 1 'C I I I WPU1.8/11.88 �- L HANGER - I ELE ✓,4 — a ' -� V `/ W -.r N BLKG I I I SHAFT I, -I- 'I f— I 10 ( w M ' IUT11 ' INVERT HAN ER : ' HW141" ' v" ILL V O O O I BEAM HANGERS 1 0 w x 5 I/4' X 14' PSL BM, O I I 13 -�D" N l — - -- a U- e \j 17 4 BRICK VENEER L I _ I Q _ _ = O — I cv ® \ NON LOAD BEARING I I � ,' � I cv �' �- r—�- INTERIOR WALLS I I J O V ,R 1 z ; i~ 0 I I I a I I o 4" x 6° x I/2' ANGLE - LINE SUSP. CEILING -` — — — __ — — — — _ _ _ _ — _ _ — , _ _ _ J I N I O 2 Q n 14in WITH 3/4' DIA. M. BOLT e� G" O/G — *- - - - -- � L - - �7 r = - - -� - -I C - - - � SEE DETAIL BELOW ? HANUGE�RS ISb1 ( I I i I I I � ' P, - - - - --I I I HANGERS � �" J E o / O I I I I I I I ,- 5 1' U N i S�t' *a L_ - -_- - - - - - - - J II o Q _ /7111 6xbDF- • 1 - -� T71 I T -7-1 T_ 7T1 -- I- r -� -•t- - - - I I � cv � = O cZv La.4 Qv r -- --- ---- -- -- --�C-/-------- 1 COLUMN. I I I I I I I I I I I I I I I I I 6 X 60E-L M I I I - - J - - I I I I III I I IIII I I I I COLUMN. ! 1117 77777771 W 18 X tom STEEL. �3 :AM G W 18 X 60 STEEL BEAM 10 cv 26 GA COLORED S.M. FLASHING 2 '_0" -� j.I 33'- IO U COLUMN. 1 3/4" X 11 1/8" LVL RIM JOIST " TSI ' TWI T STRAP � 24' 0/G � � � m } Ql I0 I HANGERS ® � ii �P O a- O J J 0 J � � 1 \J LL U5 t g ° ° X J1 0 f X r J r- ,O ,, tO �� 9b \O +� 1 S o 3/4 DIA. M. 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DES.cN TO BE ..UBMITED WITH 0 1 3/4" X II -1/8" L'. BEAM LU/ " W11 " TOP FLANGE HANGER 1. I C- °�' @�' MUJL ------------------------, 111 I I �� r ,. W I In I I 111 I OREGON STATE ENCiINEERiNGs CT41"IP AND APPROVED :r I I 68th Ave. 12511 - 3 1/2" X 11 7/8" PSL BEAM W/ " HW1411.88 " TOP FLANGE HANGsER B'1` CITY OF TIr3ARD BUILD. DEPT. PRIOR TO FABRICATION BUP2002--00522,MEC2002-00548 CHECK, D BY: PD l,U LINE OF 57UD WALL - - O 4 X 12 DF-L # 1 ESE AM 2. ALL EXTERIOR WALL �-IEADER TO BE 6 X U -L R+;^ Uq scaLE; LINE OF VENEER — EID PRQF .. C ' 1 4 - 5 1/4" X Ii 1/8 PSL BEAM " 3, 1," " CD>' PLS WOOD SI`-ITCx, W/ 10d ^ 6" O'C ALL EDGES 51F4��FSSi A NOTED z - W/ HWU5.50/11.8x3 TOP FLANGE HANC�s,.R W/ 10d s Id" O!C 4 -L INTREI"IED IATES Joy: O5 - 6 X 12 DF I BEAM 2ND FLR FizAM _ 8044EET: SOQNER PLo�\� 2\: FLOOR ® 4�I - IIV PL4\ � � X PSL BE - " ----- 5 1/4" X 14" PSL BEAM V 1/2 - 1 0 14 1/2 = 1 -0 1� 8 - LU .8 X 60 STEEL BEAM SEE ri l L. 3/10 FOR CANT. REIN=. 0 NOTICE: IF THE PRINT OR TYPE ON ANY f I l- 1 I f Ill 1 1 1 11 I I I l I I I►I 1 III III I I III III III I I I I I I I I ,IIII I I I I I I III III I I I I I I I III III I,�I III III III I I I I I I I III III I I I I I I III III III III III I I I I I I I I I I III III I I / / IMAGE IS NO-f t�S CLEAR AST HIS NOTIc�E, �- I- I I-11---L 111111 1 - I- .I_I1- -I --I 41 -I- --- I- 1 -I-I I �L- I =-I--- !L--I—I 18L_I_I LL ._-I---I -- U� I --I---1 1 _I-- I �� .�� 1LLi�'7 IT IS DUE TO �HE QUALITY OF THE "o'e ®`='"'� +urM.'�"*' _= �. - :• +x ORIGINAL DOCUMENT p�fG 6Z 8LZ 9Z 'Li►Z- EZ Z tf7. UZ 6i 8(I GT et 91 6t St Lt i1i I c�t 6 �8 L 9 �9 �� 8 �Z �I�auw 1 � 1 I ! I I 1 I IIII III II IIII►I►lllill►II11�IiI�IIIlI�I1�►II►I �Llll till lu�lll111 11�i11llL!�u�uullli!I ►1 I� II (IIIII►IIIIII► IIII�IIII ►VIII►II IIII�IIII�iilllllll�llll�III �IIII�II VIII ►IIIIIIIIII ►III II IIII � �41I 11111111 11111 IIIIII►IIII1111 I I II I IIIIIlIIIII� IIIIIIIII REVISIONS e�-�: 10/9/02 PUJ y 10/15/02 PUJ u 10/28/02 PW 1/28/03 PUJ � C A I ON N m _ -- T rrrrr - --- Q m 7 cv -r J Qu N U f-- F. I VALLEY V AL LET ---r ( w 2 X 4 LEDGER - L INE OF GRIGKET FRAMING �� - - - W/ 2-1(od AT 24 OC ? X 4 FRAMING24" O/C ---� ��. �'� 2 QQQ I ? ICco _rteI LA o b i el A.LL tj 1 4 I ~ uj ROO TOP HVAC UNIT InUA "'I I N ECC51/4-h to 51� " x l �, ° COLUMN C,4P q % 8 3 s GLUE L BEAM - N -- - to 7 U N C4 ELEVATOR I �, 5 ye'" x 12" GLB BE M 5 Ys"x 15" GLUE LAM BEAM ° w EC 00 COLUMN CAP I S► w \ -� LA- ECC COLUMN GAP2! D W � — co . . . .. ROOF TOP HVAC U . . . . . . . . . . . . . . . . . , , . 'UNITI L1 r, -- 580# ( 0 ff c STRUCTURAL &HEAR UJ,4LLS TO BE ,L ATTACHED TO UNDERSIDE OF PLS'. UJD. ROOF SHE THING � o0 �4" x .4" U RIDGE - ii:� ROOT= HATGN 0 01 I 09 Va NOTE; wr cA SEE 2ND FLOOR i ~Q LINE OF INTERI R W,4LLS FRAMING PLAN FOR SE2ND FLOOR 2NFLOG OR-ICH PLAN SHR 2 EENO. FRAMING LA1'OU T - " ECC51/4-h lit - �I -� -- COLUMN CAP ECC51/4-�0 a- 0 COLUMN CAP cv I i -- !_ -- - II " " II 5-1/8" x 12" GLUE BEAM - - - `5-1/8 x 25-i/2 OR -3/4 x 24 BEAM Z i Y —� -- w -- -- -- -- -- --- - ROOF TOPCb HVAC UNIT - / O %� ••� ROOF TOP - m 5500 (3 HVAC UNITNOTA: (s) i 53E' Ll DRAFT STOP FROM TOP OF - L!_l ' / I I Lu ACOUSTICAL. CEILING TO BOTTOM OF a- ROOF SI-{TG. WOTH X2' GYP. WALL 5D. I O SEAL ALL JOINTS AND SEAMS FULL /% �>�� Q co C�I F- WIDTH OF ATTIC. PER SECTION 108 LINE O CRICKET FRAMING 2 X 4 I-EDGER - __- • 2 X 4 F AMINE s 24" O/C Lu UJ/ 2-1(0 ;I AT 24" OG yALLE� a � �'� LE�r p U o lowr% CN �. 481-or(- p y "N 01 x; -- - ------- -" ---- - - - — LL Ic z Q z 0 u- FRI' LN Lnm 04�i I \ 1/4" DA1 E: INTERIOR UJALLS OS/23/0 BEARING WALLS NOTES. �'�" III 68th Avo. 12511 MWL ROOF B A1�'IS ^ - -- -- =� 1, ROOF TRUS5 DESIGN BY OTHERS, MFG. DESIGr.I TO BE SUBMITED uJITN BUP2002-00522,MEC2002-00548 CHECKED g.:- -- OREGON STATE ENGINEERING C--)TArlf= AND APPROVED 18of 27 FDD Li B`r- C17 i- OF TIC-cARD BUILD. DEPT, PRIOR TO FABF<IGATION OCT R SCALE: 2. ALL EXTE�'.IOR WALL + 4EADER TO BE ro X 12 DF-L S��-D PROs,os -m" oGINFr /�J JOB: 3. 1/2" CDX PLYWOOD 5�4TC-j, UJ/ 10d 'S (o" O/C ALL EDGES L 9 ROOF FRA-IING UJ/ 10d Im 12" O/C ALL INTREMEDIATES 4332 -- 'p��`� , SHEET: 4. ;LASS A '' 3-PLY BUILT UP ROOFING UJ/ 26 GA. FLASHINGS NOTICE.- IF THE PRINT OR TYPE ON ANY Ir1r III Ili III III III III II , � I III III I Illlil III I(I I�III ( I I ( I I (I I IIII I (I Ijt I( III (I f1l I ( I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ----II1- --- - —IL -- -- L . - -I I 14I -I-- I- . - I --I- 6I- ...I.... -. II I ( I I (I III I (I Ijl III I I I( I I (I I (I1IIOit-- ( IIIjI II ( I II (i ( II_Ifi_ll ( Iji IjIII 11 bee, IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT f � 8 Z 81 !.1 z 9i Z 4 Z ti � E 7 ' Zl Z O z 6 l B l Gi l gil 9 t 6 l E T Z i i t [ 8 8 G A I9 b S Z i air�w i IIIIIIII II!TIII�IIIIIIIII IIIIIII'I�II►111111 IIII�IIII�IIII IIII�fII111i11 IllllH III11IIII�i►11(111► I►IIIIIII111111 III IIIIIIIII�IIII�(i�l 1111 III► 111111►11�1111�11►1�1►►1�► illl►{► 1.1111111►I►►�1�11�1111LLllllltll l�{�11.� l►ll 111 N 26 GA. COLORED REVISIONS BY: PARAPET CAP '000w,/ 10/2e/02 FIU) f=,W 26 GA. FLASHING ---------- '00 42'-0 2 MAX. TOP OF _;0 OVERFLOW C() LOW POINT OF ROOF IL ------ (p 26 GA. COLORED S.M. w IL < ---- COLLECTION BOX -------- \/,4LLE *r- \/,4l_LEy ROOF 4 WALL fy .. ........................................... 3" MIN. x SCUPPER OPENING 16 FRAMING VEIRIF'1- CONST, 0 '�CUF`f=ER OPENING I + - 2ro GA. COLORED S.M. 26 &4. COLORED S.M. CA DOWNSPOUT z FD14R14f=EfR CAP b LL- 7:3 can 2ro C.A. COLORED S.M. 4. CLASS 3-PL`T� BUILT Uf=' ROOFING w ------- COLLECTION 50','< 4 DOWNSPOUT (L 0Lu 0 0 W/ 2ro GA. FrA&HING > d) S�UP� �+ ®N ll- — 010 ROOF TOP �4VAC UNIT NTS 0 �1 01Q. HVAC ME CI-4. O CURB UN T % . . . . . . . . . . . MID N r, LINE OF ROOF: BEAMS to w V? ELEVATOR 44 It w N CNI LINE OF ROOF BE AMS I& z 0 0 LINE OF ROOF BEAMS () 'n 'n 2ro GA COLOREC S.M. z 1 -m0) z -K 00_1� LL, a. a. 211 2" Ln LINE OF 5�4EAFqUJALL TO BE ATTAC�iED . . . . . . ROOF TOP �4vAs . . . . . . . . . . . . . to TO BOTTOM SITE OF ROOF 5�4TG. UNIT r7aO# :D C-Y SCUPPER LINE OF 5�41EARLUALL TO BE ATTACHED OPENING RIDGE RIDGE TO BOTTOM SIDE OF ROOF 6�ITG, no Iu RIDGE ib &80 d) ff 2d Ilk C14 () Z 24" x 24" I _j ROOF HATCH LINE OF INT. MALLS 5; ml4x.,[\ 7 0 0 Zlb 09 . . . . . . 0 -1. . . 11 . I . "It, NOTE: t 0 R DR4FT STOP FROM TOP OF z ACOUSTICAL CEILING TO BOTTOM OF 6�4TG. WOTH Y' GYP. WALL BD. SE,'L ALL JOINTS AND SEAMS FULL Luvr�4 OF ATTIC. PER SECTION -706 HVAC MECH. ccl CURB UNIT Lu t LANE OF ROOF BEAMS LINE OF ROOF BE MS 26 GA. SM. COLLECTION 500 % 3' MIN. w 26 GA COLORED S.M. %j DOWNSPOUT x OL F,4fR,4f=,ER CAP CA? ca AMA ROOF TOP HVAC UNIT ROOF TOP HVAC UNIT- 4. GLASS A 3-f=Ll' BUILT UP ROOFINCz z U- u_ I �� VT I ON 2 0 53roo 5000 CID NT5 W1 26 GA. FLASHING -j 0 O26 GA COLORED S.M. ID X ( N FARAPER CAP fL SCUPPER OPENING j m 5CUFFER Of=,ENING v,4 L L E w 01 SINGLE LEAF: WA.TCW BY, lBABCC'Y_-K-DAv15 WATCw- to m WAYS 14 GA STEEL 1_ GALVANIZED (PAINT :3 s) cYl GRADES OR .4PPROVED CN (\) EQUAL. L11 ]E�' -0 46 - w r FACE C*)F` WA7CW 1 01 X 77- TO ALIGN W/ U- 4 FACE OF GYP. LL DECK FRAMING TO SUP- z 0 PORT ROOF PATC114, REFER BOARD. 2 0 61 I ul Cq STRUCTURAL PLANE? (y \� Lu COLLECTION BOX T AND DOILIN5POUT z 13 fy- \& o <E'�` NOTES: CEILING SW4rT OGAS �4EATING/ELEC_7RI(, COOLING 1. A BUILT UP f;R00FINr_i W1 '61(c r-:;,4 FLASHING ENCLOSURE 21 ROOF- TOP PAC.<,4r.;:= W,`F`RE5�4 AIR DAMPER INTERIOR LUALL5 . . . . . . . . . . . DATE: WEA�� DUTY TUBULAR ROOF ACCESS 550 lb. MAX. UNIT WEIG�IT, 5EE ENIERGr NOTES 2. 15EE llm,'00F FfR4t-11NG PLAN FOR BEA", FR4t-IING 08/23/@2 LADDER BY akeefres Inc, MODULE,-, SHEET NO. 20 5EARINC� WALLS DRAUN BY: S-f"ECIFIC4TION, DETAILS AND NOTES 520-TV, 01:R APPROVED EQUAL. O GIESI`r11C-` AN(.;�IORS CONNECT �44VC UNIT 70 ROOF 54=—,4t-1,6 68th Ave. 1251 1t"IUJL URB W/ ��` MIN, UJII;)E I(o GA TIE DOWN STRAP BUP2002-00522,MEC2002-0054E C44ECKED BY! FLOOR ANCPOR INTO AT EAG-! CORNER ljof 27 FZ)uj CON(;. 5U8 FL04R. SCALE: loll 114 1 - �(,-R V, G ", nROOF 04COISESSROOF PLAN 4 3 3 7 NTS s NOTICE: IF THE PRINT OR TYPE ON ANY I III Jill IMAGE IS NOT AS Cl EAR AS THIS NOTICE, 8 IT IS DUE TO THE QUALITY OF THE No 349 ____r___. - __ i — __ ____ __. —,lk UZ -,--611 9 1 911 V ----- IT i._- _ II Jill I I I I I I 1'11,11 11111111,1111`11111, 11111 115�1111111111111 1�1 I 11[i Jill V ORIGINAL DOCUMENT 6 , Ill'It I V Al All: Al --------- -S REVISIONS BY: 14-C --- -�• - 1.4' 32 t. a .®' 1b _ A. '1FLU 4-E'' 4-b' 4.,6 4.6 t0- - ---- -- -- -.. - - - T 'I b 'm,•b. �'_g• b-4' I®'.b' G�6' 4'•b 4-3' r 4_9' 4'.b' Im,b• m, - - -- - - -- } 4+ - _ 1,.4• -- ---- - - ' b' b'•4' lm/15/ 2 PW Now � � I - f I.,4 B v 6620 solo ba%tO ` o Wm90 � 1/28/03 PUJ m eoIp �► '9a7 'a 4 - �- _ -- - _ - - - .- � `040 r0 O 190 ---- -- - - --- --- -- --------- ---- - - -- ---'• ------ -- --- - ----- -- - - - - SENSE 602m s04o 040 MIT►1.0011 LM -- - - - '- o _ � - _ --{ - +- - - _ -- - -- G 61D4® Na0 6020 O O `O I 1111- MT ROOIILN �. - s04a7 aaa,4m 1 r� m 11 til, --- ® I 3� I is-P. 2'-�' a-�' � .: a-0. .•g' �0 Ib'-f5" 8•0' 9'-O' 13'-�iE 1: -ng �4'.-�• 1t 1 11 p I C*L �_ Ln r-WAM 77 aavaTa�' 1wo�w I 1 , 19'-D' W -. F i 9 ToLxrmcm 11 E i I m 7APA 'l! H 1r rI'll °° ITCJLE h cfy LLA C 0 0 IL a I Ir LOBBY � tt . -_� I I " ° Q o ,.� � io 4 c I t l �, I _ o r •>- _ r c Ln w'soa«, '11 °rolun, ✓ "0� I�_-__ I dl ME { 14 0 0 Q N 9 11 y 4 Nq -__-_�_ 44 a ° �� % W r� 1 Tole Room tt7 I � I in I I e L '7 vT N s090 sa72m O 'fo2m 40 s090 N n 9040 904th 1040 em4m 904® v :; _. t-- -- ------ -'-'- - -----'-- --------- -"--•--- --'------ --------- --- .� �/ r-rT R0.1R LM Or ROOK LOIN ,' d BOJ f0 t0 T - �I 1 �. - ---------- ----------------------- _ .. - -------------------- - ----- ---------------- '� ° 9020 S¢!2m Tg90 O� !OQ0 �• W r•ry yy to 10 . s01i0 \Tr. �:`b Z 00 Z p 3 W x 6 -�f� I�'-c' _ 1''I ' � a lei I,-4' _� i 01'_2 -' Z-0• ------ - 11,.9 , �,•�, - - --_ - �' f -- 25 6? 9' 0' 2� 5 13 -SI-01 \ - Q --- -- LEGEND - D INTERIOR 5HEARWALLS v INTERIOR WALLS r- ---I NOTE . O 0 2ND FLOOR STR, PL4N ��IE1�1�w�1LL S�'MSo�. SEE SHEET NO. 12, 14 4 15 FOR FOUNDATION, Ind, . t -�, J Oo 1ST 'LOO '� SlI {ALAN � 2ND FLOOR FRAMING AND ROOF FRAMING PLAN s W� NOTE- FOR ADDITIONAL INFORMATION va� • 1'-m' I SHEARWALL / HOLDOWN SCHEDULE IV °a SHEARWALL MARK --- HOLDOWN MARK t11 W V SHEARW ALL SCHEDULE 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING MARK SHirsAR "'hl.(. UALw 1sC�G£ F1EI.l7 S!$XIG I Q X pLf r IA11.0 noX MAILS !NAA-S A.H. u134111 H-KS `f z GYPSUM B:J. GYPSUM BD. -- - NAIL. D.C. O.C. U.C. LL Q 4" BRICK VENEER 4' BRICK VENEER s r oa Sd b" 12` O Staadar�d sbaarnrall-appIiea t4 cxtaiat walla :' J anlass Dated othsnc. A 5�,'C}1VB Sd t3 4- 4" d5• Ia I A.1 n CIVPt1 Date a,dc only 1 SO pif. Ul BOA aides Dail All el od ars blocked. � � ll1 W 2 X tb STUDS g 24 O/C g Syn p would IOd 6" i- 45" _ - z til y 4 X 6 POST C 440 PN%Md IOd 4" 12 30" ® LLl FIN. FLR ON E5/8" PART 8D. FIN. FLR ON 5/8" i='ART 8D. 1 - �� IOd 3" g" Z3^ 4X Q plane!joints�$+a�gc�rod aattin8. 5/F T d G GDX PL Y. a+-ITCs. 5/8 T 4 G CDX PLY. SHTG. " MST48 BEND AROUND BOTTOM rD 600 >�i ")d } ON TJI FLR. JOIF�T lh" O/C IUT11 ' INVERT ON TJI FLR. JOIST fit 11 1 O/C fUTll INVERT � 88_ HANGER 710 P !woo@ IOd 2 b" 11;" dk paaol joials do ata stud aaihng. H HANGER I F 920Phvftod 10d 4" 12' 19" 4X Fane!joints A WfiF90r9d nail g. � U � _ : sides 1 3/4u X 11 /$" LVL RiM JOIST 1 3J4" X 11 /8" LVL RIM JOIST G 1540 "�liwaodt Illd 2" �j^ -T q" ax (r pawl jo�ets& ata8�rod nailing. both aider O p 1 3/4" X ii 7/8' - - � � � � 11 7/8" JI/ PRO 250 TJI BLO KI ' �- 1(0" C:/C LVL J0151 TJI BLOCKING-,� 0L fl " 11 � I 1. All aheatwall plywarali w be 1532 APA tatod s�thiag,a!1 edges bloeJfed:puler,mer over GL of uoanma mcmbCr. 4 X 6 X 1�: ANGLE AT 16 O/C I 4' X 6" X I/2" ANGLE 2. Wall:that aro gat fLVCQ*►dircctty W tk fundatiaa ohau to Walled kft doabte joist or d=ble bbebso.g wilb 20d�alv.Boo: 4"o:a uiEB STI with ad,tail: b"O.C.odSw, 12"O.C.acid. J WITH 3/4" DIA. M. BOLT 8" OJC 4 EA H " T318 ' � WITH 3/4" DIA. M. BOLT g 8" O/C 3' l:loosl�roaf to bomhboworS" Otthemal reathine 4. lntrrlor ahtat'w,a11a aaR>nd�floor above ern�Af�leathiug;sail t4 roof g writh 8d @ 4 0-e- to l 2"far C V o S. F&hoer joist and blodbg tt iii dwxior shenwnita with Situpwo LSO� 1.5"o.a.far typos STD,A A B. Rt trace��t3 tYPe W/ 14 111 8"�type D;5"for type F A F. F&AW rafters of trus' m to Exterior dwATw&&with Simpma lH 10. = 6� ------ -------__-_-- 6. All wall doatt , a6ali cz�eeald dill Night ofvrvU fnmhl ,lop pism to bunum plata. �� M - \ - 1/2" Y � 1 t3. lilsmiog tUucm`aa[s�iatr 17t''1f2.C,onrmoa m�ca>t�bs between 8W for gah',box na17a. cv HEADER BEAM PL SOFFIT SHEATHING �- 1/2 PLY SOFFIT SHEATHING H�LD� t SCHEDULE m 1/?.' SOFFIT 1/2" SOFFIT w z ..-T GYPSUM BD. GII SU _ -MARK LOAD Sp►WSON I+AS'�'t t ERS REMARKS � � � --� ' I _ I I P M BLS. ?C I.B5 MODEL 0 � � cel cn _� n N _ II 0 -- No buldown is rogaired.. 2 X (o STUDS 6 24 O/C - 4 X (o POST 1 3,135 MST48 l6-ldd each cad H1-T dx Latxu balowr U.N.O.U,N•O. O y > X LL z ---_ 1/2" PLYWOOD SHEATHING 1/2'IPLYWOOD SHEATHING 2 3.88 MS112 28l6dt*chend HDRA@fovadstnnbdaw€i-NO _ z O u _ - T tLa z u 7 5,175 FiTT22 32-16d sinkers Requires SM24 AA-B.1k 2-2.k dilds a 4 BRICK VENEER 4" BRICK VENEER _ _ 9 7,46U tiDBA (3 fTf8 bolts Requires SSTB:8.4 B. I Q O N 10 9.340 1010A {4}-79"bol ts RequuasSSTB28AB. � � __ ---- 1.25"d►al bma X 56"all-dw erd A!-i,wl nut wash on anhAdod i ? 11 15,3(14 ilDl S (5)•-;"bolts at Embed 1.4" ugo iaWbq. Ude bX6 pose a -- -- 1 Q 1. Nails smoorrittton win:nailb U.N,0,Bolts aro A307. Hardware is Simpsi n Floldbwu.:x 6aT boltx Cu be exteaded vnih tx"ku nut and A307 all-thread rod. I Z All holdowns wquive 4X post 11M.o.:ane boldv-iy roquircd at c*&oad of a Avmwal)panel. --_ 4. iNuumum cc:crotc atrcaglh= ' Eight auuf wurnr a fao4tructioc9w5iec�nlur 1 S for holdowma Catalog DOTE: 08/23/02 r tO IT s ..r � 1 1O1 is lkd /• _ !�l 1� t9(!C Ills � \ " iu the Sbcwwall Sohadula. - � I ,- �i I I t, HoWawrn A.B.u+o to addition to Ibe SB"x f0 A.fl required DRAUIN E3Y: II _ 1 !1 - - - 7 Fouodetm Raidaming:#4 T&9 is stern watts 244 uoat, w footk& 04 dowels C�'4"o-c.Dern a monolithic pour. 1�'1WL w0 111 w 11 _ /TIl ��ucrc;R� \ 1 s CHECKED BY: \ viadt lots t 1,200�. R7Wf 1.L ENGINEERING AND DI:SION SHRWALL 01 Am QED 1'RQ,c �� GIN f D Lu r�. £�c o 1332 - r :.,GALE 114 11-011 JOB: STR S.W. PLNS 24 SHEET: (DA' F7"04 68th Ave. 12511 BUP2002-00522, MEC2002-00548 20 of 27 IIIIIII � I ! IIII11111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI -IIII11111111111111111111111111 NOTICE: IF THE PRINT OR TYPE ON ANY f I III I I -�---`� � 1 -�- --�--��-_-I I f f l i 1 1 1 1 � V I I I 1 6 I I I I D I I I I I I I I I I I I I I I I I 1 � I I I I I S I I I I I I 1 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I ilt I I I I I I I 14LL I II I I beo 0.1- - --1. ._____1-_- 4IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DO 11- - _-11 - - - - ---- - - �'._.._.. rkiamlawwws►t,�s »w K •tr+:. CUMENT 8ffZ 1812 LlZ 8ffZ Z 6Z EZ �Z T1Z UZ 8I tai LI 9I 9lI ibI Et ZlI Tt i 8 8 L 9 4 1b E Z I„au11 1 IIII IIIIIII{Illlillllll ►►II�IIIIIIIII�IIIIIIIIIIIIII I�I►Ill III►►II ► I IIII Ii�llllll ► I 1 1 '� III 11 II I �I II I III.IIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIII IIIjIIII � 11 11 � II I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII1111�11111111111111 ►Illlllll�lllllll llLWlilll�ull�ilu11111111111�1 IIII 11 1u111u I � REVISIONS 5r: 1©/9/02 PW - --- - -- _ _ _- - ----- - - -- off 10'. -- 10/I5/02 f='W I 'i 2 8/03 PW 1% FF 7E] W 'n z I 6C q i W Q IL 4 I I 1 i I Z U LL B I i � 1 � m f- r. I �I_�varoR Q 0 <Q> r V) W N N r � � N I I - Iuj J a LL oLa, 1 9 * V � I I i S O rn og I - I I ! I CA Lu I I ,tee. d ❑ ❑ El - Go I I E I51I m 1. NO EXTERIOR LIC=E-4-7INC= TC 8E: INC--4,NDE-:SC:E:N-r LIC=�-4T(Nr-=. y, -G'_ " �i n► 6� low 2. ,y7 LE,457 ONE LC ,-,4L 5+-41J7 - CFF L IC=I-4TINC� GONTr?CL = 3c :--3 m m 51--4,4LL. �Er �'�O�/ID�D FO1� E\/�FcY 2,CL`JO. �. FT. LIT Off• FLOOR 2E,4 ,4r�1D 5P,4CE5 ENC.LC:)SED IJY W,4LLS CSR ,h N CEIL_ fNC- 4-4E (C��T P,4i;RTI7I0N. '5- fRL�C: L - fR41- N07E : y i�LJ s X f u- z 3. FOR' OFF I GE OCGUP,4NC I E5 O ,/ER 2,s2)OC. 662. FT. OF 5EE SHEET NO. 11 FOR STRUCTURAL SHEARWALL AND HOLDOWN SCHEDULE ® � I — f f f !� CUNTiCzUC>US FLOOfz ,4RE� 4L INT I I T I I I - Q R L C� C� � L Z o SYSTEMS 5�--4,4LL �E EC�UIPF='ED UJIT� 4 ,a .SE:P,4'�,4TE AND SPECIFICATION AND CETAILS. —_ � V z v m ,4UTOM,4TIG CCNTf�CL TO S4-4UT OFF LICzl--4TIi�IC�.,4UTOM,4TIC 1/4� = I ' -�� GONTROLSM,4`r' INCLUT�E OCCUi�,4NCY SEN50i85, cv ,4T ,4•r I C T IM �--4 E SU 17C: E 5 Ofd OTi-}Ei� LJ �/I C S C 4 UOME E: F'�,BLE � a ® U) o �' OF ,4UTOr'?,4T(G,�,LLT" S+-4U771NCz OFF 7+-4E L ICS+-4TINr--= UUSPEINCx ��ORM�LLY UNOGGU�'IED PERIODS. ,4UTOM.4TIC • CGNT'ROLS 5�4>41 L INC-- US(N'Oi�.4TE LCC�.L O`,iEt��IDE (� crl DE'�/ICE:a T�-4/S.T: ,�4. ARE F2E,4D IL`r' ,4GGES518LE f 8. 4�E �- � � LC:�C,4TED 50 '�'Efi�?.�ON Cz 7�E DF='VIC:E G!-�N SEETHE ENO I E ,5:: FF=E CTS OF 74- 4E CONTROLS t G. ,4RE M,�,NU L L Y CPEf@,47E7-> ± D. 4LLCLU 74•-4E LIr== 47INCa TC) 1�-'EM41N CSN FOR UJALL% 45OVE CEIL. RID L)4TE, NO MORE T�-4,4N 7UJO 4-4OURS AFTER T -4E O�/ERR!DE IS _ 0a106102 INITI,47ED ± .SND E C(�:)NTROLS d,N NOT �' 2X� ID 5U5�' 1�1DED C I INCA DRAWN BY. EXCEED INCA 2mmP SQ. FT. LOCAL O ✓ERr'IDE SUJITCI-411�1C� C�U!8 C f L_ f NCS OI�I L X8 C., I L �1�IC� JO �J�" MWS r�E v'IGES ,4RE: N!CDT REG2UIRED D ERE OGCUfi��41.1G`r S`NSO�� ,4RE USES. 2 00522,MEC2002-00548 68th Ave. 12511 [3UP2100 C+�--D BY: 21 of 27 4. EXTERIOR LIC-s4-4TINC CONTROL.S. EXTERIOfi� BUILDII�(C-s 2X-4 i_ ITE FIX7UIRE * I I L ICx�TINr NOT INTENDF_D FOR' 24 +-4OUR CONTINUOS USE 02 OFEN TO 2I ND �LOO� ,45OVE 1/4II = i -0II S+-4.4!_L 8E .4UTOM,a '•�C,4LL� GCNTOLLED B�' TIMER OR JOB: C,4P,48LE OF E AD E FR IST FL.CE Il._/L 16�4T 1~4-x0 OG LL OR BQT+-••4. TIi"1Ef�5 8+--•4,4LL �3E � _ -- ,4U70T-147IC ,4= .JUS7MEN7 FOR SEVEN DAYS ,4ND 5sNEET: E,4SON,4L D,4YL iC 4-�T v,414?1 gTIONS ,4ND 4-44\/E B,4(--K - Uf=' C,4P,4BILITIES TO ic'RE✓ENT T4-4E LOSS OF T4--4E DE:�/ICE 'S F LUO �SC��T P1@OC=R,41"i 4\-N=-) SETT INS FOR .4T LE,48T lm •1--4GURS IF � r 1=OUJER IS INTERRUPTED, L NOTICE: IF THE PRINT OR TYPE ON ANY flll111 � 1111111111 111111111 I 1111111 VIII ,► 111I11i 1111111 1111111 1111111t 1111111 IIIIII' 1111111 VIII 1111I � 11 111111111111111 1111i� 111111111111111 111 ! 111 1111111 1111111 Ijlllll IMAGE IS NOT AS CLEAR AS THIS NOTICE, � Ij-- � 6 � '� � $ � lU 11 � 1L - --- ----1- --- --- - - ---- --� ---_ _I - --------1-= -- I------- - - I ---- - IT IS DUE TO THE QUALITY F T - No.3P ORIGINAL DOCUMENT ,,��[, 8Z 81Z LIZ 9Z 9Z �Z EZ E Z i�l�uwl 1 �III!�IIII�III►1111 111111111�111ii 111111111111 ISI►111111►I1�1►1111►1�1►11111113,I►�111111111� 11111 1 1 ►VIII 1 I II T ' 1 I I 11111111111 �II I�I111�1111.11111111111111111111► 1111 II I i III 11111111111111 �►�ll�llli111►11►►1111►1111 ►111�1W��11i11ll11111�W1ll1llll�.1.11111��11 Illllllll 1►�It1►IIh.11 ------------- REVISIONS 5T : t 10/9/02 PUJ 10/15/02 PUJ 1/28/03 PW ;h ------ -. -- _. -- - -- �' I ' (Y Q I r I l z CN LU ------- - --- — ---I-- --- -- ---- - --- ---- - Q k I ! I KIF LL -- -- z i U lly- m Lo ' dl I ! I J I � _�— -a Z 0- ELEVATOR I I ! I j I l N r I � � I I to (C e w N N T ! ePPa� cpsa w,It r I � � I � � 4 w —COR 1PRE581oN ta09T I — __ —J I m }' in a 1 (PAT.FIENDWa) C=3 Irl r v '— w S < I J Q. 4. Gia &KNIMIQ N C 1 I i- U ��tEcT X12 Gd.SUPr'ORT WII� - --- I N 1 ��GOPIDU[T�Bat'J Ll r- KNN DRAM I 0 N or I i NOTE. UG14T FIX11PRE IJT. 21 LBS. ``- I I i j I M4XIf'Ill'I LOAD 334 LBS.CAPITAL TEST;y 19'16 -J SUSPENDED CEILING STRUT I I i — C �-. The suspended acoustical ceili.ig system shall be anchored to resist latera! I j i } seismic forces [Section 16302 z,nd Table 160]. Provide suspension wires not smaller than No. 12 gauge spaced at 4' on center, perimeter wires on terminal - -- ---- — - - --- -- ends of cross and main runners at a maximum of 8' from each wall, four No. 12 gauge wires splayed 90 degrees from each other at an angle not exceeding 4.5LLI ..� � degrees from the plane of the ceiling with a strut centered and extending io the -- -- --- structural members supporting the floor or roof above and spaced 12' on menter i _ Q in boin directions starting 6' from each wall. All fighting fixtures weighing less than 56 lbs. shall be positively attached to the suspended ceiling system [ASTF.i C635-94]. When using aI, intermediate rade system, A I � g g sy em, No. 12 gauge wires s�lall m 9 9 be attached to the grid members within 3' of each comer of the fixtures, and lighting fixtures weighing less than 56 lbs, shalt have two No. 12 slack wires connected from the fixture to the structure above. Ceiling mounted air terminals i Q rift or-services weighing less than 20 lbs. shall be positively attached to ceiling00 ----- - ------------ _- --_ I Cv runners. Provide an Illustration. (L v m : m V6�TrcAL. 13T'�DT FLI i2e/c. CA C H WAY - ._. - - -- - - - -- -- ---- --_ - _ - - - --- -- - ----- - _- - --- -- - -- _.-- .� m m -16 U1 r- GoltiNr�crloN t76wicPas IF. Moue TSH i:L OL.T , /- -- - -------- -- - -- - - - -- _.._ - _- ,.__�. ___ �.._. -_ - - - -- - --- -- - -- - - - ---- - - ----f QC 1■.. TYP�r 4Nt7 HA-VIF ICV* LL ac z IL 6w4T STRL. CTL. �:4L NOTE : � �_ -L � L f � f _ I _v rajll�' z Q) � - �t 11L.Gti'�iG - Ii' u� SEE SHEET NO. 1'1 FOR oTRUCT.RAL SHEARWA,L AND HOEDOWN SCHEDULE �,�'}'•� _ - "":"""^-� UG� AND 5FECIf:ICATION AND DETAILS. ------ - - T' � N�t�zs bla. L,�. �' i�aE�!Ju6 ALL. 09 HPIM59lu W/1W DtuGIr+G - ` Fiw4wa -s TO Z 1Q W o% P�Mt rr&1z - ik P.yUitxlltJio CtxL � r2JNN6 —' �.. b'IVILY–Tum- 0 S �TAFS 41.I2E R f Ftr f3�'rwP.&N PC.a�{' ZE LE �TVJ�N 6�. - MAIN RUN►. Ric fD MEMr3ES�5 G --T--_ - ' -- — AN0 or' olm _ I _ i t''� PE'RIM>'TEcL. ��MdIM I�t1NN6xZJ5 i�a�ryc -�f,� --" Ll►rifal? P� WALL j 45OVE CEIL. GF1 ID DATE: I ,5UMC2 T W/ I2 K11R�?K OA, I dT>c11�T1GN b,' — of:, W1 4r WiRE @ 13' ©/c t � 08%23/02 DRAUJN B'r: 0)x2- G iR I D 5U 5 FE N D E D CEILING; _ CHECKED BY: 9' VAS w Y _ —_ L,A&Te�- aX"NG• Ca 121 °k r-+i MAY MNM r.UNWQZ.1a SCA PDUJ �;Zj2ixTuKfi . 13a1i•N P> c Wa WITH iht 61 or MY4Me-Te% . 2 x i TE t= f xTUfiti?E i LE1/4° = 1 -0 2V =r2.ca► Gkos6 M�� - JOB: 2ND r L.CE I L/L ICsHT SHEET': — l� FLUORESCENT NT5 Q 68th Ave. 12511 BUF12002-00522, MEC2002-00548 22 of 27 NOTICE- IF THE PRINT OR TYPE ON ANY I-1i-i11111111111 IIIIIIIjljlll�lIllllljllljlll IIIIIIIjIlllllt�lIIIIIIIIIIjIII If II III IIIIjIIIIiIIIIIIiIllllll II! 'i 'IIIIIIIIIII IIIIIII(Illlljllijllljlil �ljlll III IIII11111111111I111 IIIII�II _ IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - - _.-11 _ l -- 1 -- -- . - - 41 L --- -61 - - ---- L------ -gl ----I--- yL1 DI - 12 IMAGE IT IS DUE TO THE (QUALITY OF THE _ "' 'e ORIGINAL DOCUMENT �£ tB Z BE /Z 8 Z I Z ib Z £Z Z IZ U Z 6�i 81 /1 9(T 4it b T £T ZIT I l T i I 61 �9II I �11 I IIIIIILIIIIIIII► ►IIIIII� IIII�I►�IIIIIIIIIIIIIII�►� I��III►�� I�Ill�l�llllll�j�lll►111 ►� ��IIII��I�I�� j11 11� ��IIi► ►111�II �j�j �jlLlLualu11►llll� l!l llilWlllllllll�l��1��►�I► � fill11�11h1�1II 11. .IIIIIIIIIIIIIIIII IIIIIII IIIIII�III IIIII IIII�I II II t t REV15ION5 BY: ' II 10 10/e/02 FLU 3�0'- ' 10'/15/02 PUJ I. EACH FAN USED FOR 1"iF_CHANICAL VENTILATI .:N $+-BALL 15E PROVIDE WITH READIL'1' ACCES:�IBLE SHU � -OFF 10/28/02 PUJ SWITCH LOCATED NO MORE THAN 4C:� " ABOVE FINI`7H FLOOR. 1/28/03 PUJ 2. CHAS FIRED ROOF UNiTS S,"4LL HAVE .; MIN. COMBUSTION ❑ i ❑ ❑ EFFICIENCY RATING OF -15 9- AT t"iAX. CAPACITY AND 72AT MIN. CAPACITY. - --"-- - 3, COOL INC= DUCTS IN WALLS AND ATTIC SPACES S�-iALL BE INSULATEC= WIT" R-5 INSULATION W/ .5 PERM VAPOR k3ARRli='R. i I I I � � uj cal 4- "EATINC= DUC_TS IN WALLS AND ATTICS SHALL BE I I Z 6� N Q r 6� Q IN.�ULATED WIT1-I R '� IN,c .ILATiON WiT�-I .5 PERM VAPOR ! ! j 8� I © ' BAf�RIER. i I✓T i \ � I I Q CN� 5. HEATED SPACE SHALL I-IA`✓F A THERi-IOSTAT WiT4_4 A I f I ! I Z RANC=E OF ray Di~CxREES T,� 85 DEGREES. IT SHALL BE - _ ✓" I 1�1! ADJUSTABLE TO !-ROVIi.]E A TEMPERATURE RANGE OF UP 6W© DEC=REEe FAHSRENHEIT BETWEEN FULL HEATING 7. AND FULL COOL INCa I O TO 1 �• HVAC SYSTEM SHALL BE EQUIPf='ED U.iIT4-4 SETBAGK ANG I � I u u_H t Si-4L47-OFF= CONTROLS. EACH THERT-1097AT SHALL HAVE A DEAD BAND TO ALLOW FOR ZERO HEATINC= OR - i 1. LAVATORIES SHALL BE TO PREVENT A FLOW N OF 1viORE THAN .5 C=AL. / MIN. AND BE TO F RP"iPR EVENT AN C�U''L T TEEATURE C=REATER THAN 1!0 I i / F- i CIADECzREES FAQ4FRE NHEIT. u� d - --- � I ' � -----1——AUTO WATER, © to 8• R HEATER SHALL H.7.VE A, MATIC TEMPERATU I 1 - - _ - a) CONTROLS CAPABLE OF A=JUSTMENTS FROM LOWEST TO + / HIC=1•4ES7 ACCEPTABLE TEMPERATURE SETTINCse FOR EACH INTENDED USE. i 35 TON EL v GR 120000 BTU HVAC ROOF TOP I e. WATE iZ HE ATE R SI-4AL L HAVE A SW i TC+-# TO TURN pFF THE I UNIT i@X2 I ELEGTR.CITY TO THE WATER ✓•-+EATER. I -7 r 10. INFILTRATION RATE FOR WINDOWS TO BE .3-1 CFM PER I m . � FOOT OF SASH CRAGhC CASTM 283 ! j � 6" I ( Im 1faX2(d I N il. INFIL.TRATlON ',4ATE FOR DOORS TO BE 11 C--F=" PER FOOT -- _ OF SASH CR•41C-_-K (AST" E 283) -- -- - _ 4 4 W N N "r 6l I 8' I I ( 1 2 o M GENERAL MECHANICAL N01 E5: - _, ! I _, �� w = < 1. 1(1 13 lL CONDENSATE WASTE PIPES FROM AIR-COOLING COILS SHALL BE � i � ._! I _ -�"� J SiZED IN ACCORDANCE WITH THE OREGON MECHANIACL SPECIALTY CODE, SECTION 3102. WATER HEATERS SHALL BE ANCHORED OR STSRAPPED TO RESIST �`1'- I D N HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. ►OX24 I ! �5 O �� < o 09 OF 13E AT POINTS WITHIN THE UPPER Y3 AND LOWER Y3 --- I I 09 Oi- ITS VERTICAL DIMENSIONS. j 35 TON i I I I I 5 3. GAS t=IPING VAL\,'E., SHALL NOT BE LOCATED IN ABOVE CEUNCs I lzramm0 u + I I I ; U u� SPACES WHETHER USED AS A PLENUM OF NOT. AN ACCESSIBLE i I HvAC 1< TOP \ SHUTOFF VALVE SHALL BE INSTALLED iN GAS SUPPPLY PIPING i UNIT 1 8' I �a OUTSIDE OF EACH APPLIANCE 4'4D AHEAD OF THE UNION -- -- i a CONNECTION THERETO. SHUTOFF VALVES SHALL BE WITHIN 3' OF THE I I �J -7 APPLIANCE IT SERVES AND IN THE SAME ROOM OR SPACE WHERE THE APPLIANCE IS LOCATED 4. WHERE UNIONS ARD NECESSARY, IN A GAS SUPPLY SYSTEM, RIGHT AND LEFT NIPPLES AND COUPLINGS SHALL BE USEn, UNIONS tviAY --- - BE USED AT EXPOSED FIXTURE OR APPLIANCE CONNECTIONS AND - EXPOSFD EXTERIOR LOCATIONS IMMEDIATELY DOWNSTREAM FROM I ( I I THE BUILDING SHUTOFF vAL VE � ( � ' I W I ) I I I 5_ AIR MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF. THE POWER SOURCE TO THE EQUIPMENT SHALL BE INTERRUPTED UPON DETECT'ION OF SMOKE IN THE MAIN RETURN AIR DUCT SERVED BY ill SUCH EQUIPT TENT. SMOKE DETECTORS SHALL BE LABLED B"r' AN j I i ck \ APPROVED AGENCY FOR AIR DUCT INSTALLAT,ON AND SHALL BE INSTALLED _ 8 �L IN EDWiTH TH iriA F E NU AGl'URER S 8 � O � INSTALLATION Ii`1STRUCTIONS, WHEN FIRE DETECTION OR ALARM I � � I � SYSTEMS ARE PROVIDED FOR THE BUILDING, THE 5r'10KE DETECTORS SHALL BE SUPERVISED Bl' SUCH SYSTEMS I __ w a '� �. APPLIANCES DESIGNED TO BE FIXED iN POSITION SHALL BE _ SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTSIN VERTICAL I ❑ .� �' I El L AN:,, HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS ' P SPECIFIED IN THE BUILDING CODE. SEE SHEET NO, 21 FOR DETAIL j�-ef� AND NOTES. } w '1. HORIZON 7AL DUCTS SHALL BE BRACED AND GUYED TO PREVENT r Www LATERAL OF HOR,ZONTAL SWING AS PER CURRENT SMACNA - --------- -`---,-� - ---"^ ^ - - - 1 _�i'� _ ------ '_ 12 J; - m i RESTRAINT M4NU,4L �` -- Z METAL DUCT SHALL BE SECURELY FASTENED IN PLACE AT EACH __ . ------------.--___- -----_ __------ -----_.__------------__-- -___-- - -___-�—_--- 4 -0 , _ _ --__--- ---._-- -------__- -----__-. _ - -� CHANGE OF DIRECTION AND AS SET FORTH IN TABLE 6-E OF THE ILI 2002 OREGON MECHANICAL SPECIALTY CODE. ^� jI I I I I I v F \ �J7I\L�C7L. �AL i �l07E : :3 v crl g. OPENiNCsS FOR DUCTS PENETRATING FIRE P.ESISTIVE MEMr3RANES a ARE REQUIRED TO BE EQUIPPED WITH SMOKE AND FIRE DAMPERS. � FACTORY MADE AiR DUCTS SHALL NOT PENETRATE CONSTRU':`T101� SEE SHEET NO. M FOR STRUCTURAL SHEARWALL AND HOLDOWN SCHEDULE AND SPECIFICATION AND DETAILS. O > 6, X WHERE FIRE DAMPERS ARE REQUIRED. � x � z f � 1 zn o 10. MATERIALS EXPOSED WITHIN DUCTS OF PLENUMS SMALL HAVE A I - - 4- FAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE , -r � � � L1 � Z � KE� N0 1 ES= 1v w cr1 DEVELOPMD RAT(NC= IF NOT' MORE THAN 50 W;-E:N TESTED IN --- — . r- ACCORDANDE WITH THE TEST FOR SURFACE BURNING - I Q CHARACTERISTICS OF BUILDING MATERIALS, U5C �)TANDARD 8-1 114�� = 1 -0 I �' � � � GAS HEATING/ELECTRIC COOLING Q m 11. ALL HVAC REGISTERS S�-!ALL BE MIN SIZE OF 6" DIA-1. WITH A MIN, ROOD= TOP PAC ,4GE- UJ/FR1ESH AIR DAMPER AIR FLOW RATE OF 200 CFM S80 Ib. MAX. UNIT WEIGHT. SEE ENERG`r NOTES � � n SHEET NO. 20 51 SMiC A S T LEGEND ~ C� E NCHOR. CONNECT HAVC UNI , TO CURS UJ/ Y" MIN. WIDE I& GA. TIE DOWN STRAP WALL& ABOVE CEIL. CcRID DATE: --j 08/23!02 '/EN711.... A�" f ON 6= IP i C 4710 N AT EACH CORNER aRAwr. BY: HEADER - i"1UJL 1. TH ECHANICALLT' OPERATED VENTILATION S�'STEM SHALL BE CHECKED BT': PD UJ CAPABLE of SUPPL"'ING c��.CUPANc'.Y vErJTIATION AIR IN ACCORDANCE vUPPL�r" AIR sca�E: LATH TABLE 12 -4 DURING SUCH TIME AS THE BUILDING 05 SPACE 1/4" = 1'-0i " 15 OCCUPIED- RETURN AIR JOB IST t-IEC1-I. 1 ST FLOC7R SQ FT. 3ro52. 3ro�a2. �— SHEET: = 3'i OGC LOAD OFFICE: GCCl,1P.4NCY L.G,4D 11100 SG. F'T''. 100. EE 5+-IAL.L 1`107 FSE Lr=5e 7�- A4N O>`1E -+-IALF OF 20 GF1"f PER OCG. = i2`. CF1"i / OCG. JUPPL.,f L iNE AS SPBC:IFIt'=_D IN v-ECT• 1003.2.2 37. OCC LOAD X 1 C CFi-1 = 3-10. TOTAL Cf=r i RETURII ✓ N L INE ---` —�- ��:- 661h Ave. 12511 E3UP2002-00522,MEC2002-0054( 23 of 27 NOTICE: IF THE PRINT OR TYPE ON ANY i..r l I I l IIII I I I I I I LI L.I-i.l I II I I I I I I I I I I I i IT IIIIIII I I'T f L I I I 1 1 I 1 I I I i Il I ' 11 11 I I I i I I I III 11 11 IIIII I IIIIIII I I I I I f I IIIII 1111 I M I i I I 1 1 I l 11 I I I I I III III I I I I I I I I I I i I I I I I I I I I I IMAGE IS NOT AS CLEF AS THIS NOTICE, C- + 1 2 i 3 4 5I g ! t 1 _ -- 1 be IT IS DUE TO THE QUALITY OF THE No 38 �� - -- _ ORIGINAL DOCUMENT E 8 Z >3lti L Z I e�ZZ 1�lZ f 8 Z Z i1Z oT' I e t 81 G 191 14 i li s1[ I i I I 8 8 L a ►III Illi lilllllll Illlllllilllll�!III,I►IIII II►IIII I I� III ► I I►I� I I �I ( i ( II IIIII ►III IIII i I�I IIII IIII IIII►IIII, lillll�llllill I it l 1 � �I III IIII IIIII III1�1111IIIII�IIIIIIIII�IIIIIIIII�IIIIIIII►�►1lIIlIII�IiI►�IIII�IIII�I1Il�IW Illi IlIllllll 11 1II III ; REVISIONS B T : _ _-- — - -- ----- --— - � 10/9/02 PW b I 10/15/02 P(,U j 10/28/02 lf=LU ? 1/28/03 PW I --- -- ' m e e7 UNIT DIMENSIONS -43 TO 6 TON [10.6 TO 21.1 kW] MODELS GAS HEAT 1 ELECTRIC COOLING PACKAGE I Lp-- - 48'h Z CN -` 11131 mm{ �. I LU W Q Q • (tL'18 mmJ - fyr� DISCONNECT � BRACKET FLUE OLrTLE_- SUPPLIEf.'iN/UNJT \ -- - ---- - -- i U Li- SUPPLY GAS � LP - ---- _� ENTRY 13 mml NP I 35, [183 mmj 'oll � � �' I 1880 mm, i �[1 w n 1 \ r { I COMBUSTION \ \ ' \ \ -_ _--- - 4 TON m Q LD I i � _. �� _ ._._____ 12m,0rZ+m BTI — AIR INLET \ OF TOP UN17 m = (616 mm] \�- /\V �� •� Q I iJ POWER cNTnY � m I BURNEt;ACCESS --- r �y ~rte \\ ❑ (j r .� i � /-- CONTROLFNTRY � COMPRESSOR/ / 18" CONTROL BOX. — 1457 mrT V �� (238 rrmJ -- --- _ cv ACCESS 93hc" -.� I --- - — N Loo (233 rrra] tD to -71 44 ! I rl- co f� \ BASE ELECTnICAl ---� ---- C' `: `/ �i�1\•, ENTRY � ri I z BASE GAS I `� — ----- J 0. U_ T EN Rl' I ` I 4 I / )`.P U F. If I ua r i -ee�� [846 mrr] Uj •. �� \ "'� {�. I -- _� ' Al,...� [FOB mm] \.�'� h� I �— O C7 \ / I �a .'' i r rr/�•-' - � �� 13�ra' b /;�%.�" , 1st mmJ / /i!' ' �` 1333 mmJ /ice" \ g� 2" \ r /:• a,�s'�,,.. �� /.�►'\ \�P` ' I 4 TON 151 mm; �� '� a-1'6 100000 r 'Y i 14,/�d„ I(dra�rDO BTU \\ \ �yt� a�. ��\. /.%%i% // IS6Tmm] ,/ ' f' NVia�: ROOF TOF -- �' (243 mmj 613,16 I \ 1T3mm]1 \ \. /� �� 72111' - 44,,5.. \� � '�,��t�fi� [1835 mm, BOTTOM VIEW ( ! X2m '1121 mmj 1�� Cis 2" - --_— I + } r t G Rneetn Manufacturing Cc,rnpany 151 mm) [ j Designates Metric Conversions iOX20 - m z FRESH AiR DAMPER -T-- Z � 3 to 6 Ton [10.6 to 21.1 kIN] Models RXRF-FBA1 (Manual) O � RXRF-FBB1 (Motorized) ck 7.5 Ton [26.4 kW] Models RXRF-FCA1 (Manual) RXRF-FC61 (Motorized) - - • 1 i O A ti t It r '•� ✓ i _ CAULK INSIDE OF CORNERS-_- ^- (TYP 4 PLACES) r; I ---�-- - — ?I (19 mm] '^ (530 mmJ 1319.DGN — ,y"5 SHIP HOOD REMOVED—�.� -l(g545mm" h - P I � s GASKET'/a"[3.18 mm]X ;i2"(12.7 mm] R.�e �"�,J II' m 16„iis'•/ 518"(15.9 mm)FLANGE ON BACK SIDE (424 mm] `t -103/e” �r i 1� _� o � r 1264 mm] f 4 SCREWS FRESH AIR' DAMPER �/ _ -_ -- __ :, •• ;�� m REOUIREp — , I, L - -- - - 71 - - ----- C w r 32 Rheem Manufacturing Company [ j Designates Metric Conversions O � } (r x O - zat� I ,. ` � z 01 ��AtC �ooF 70P �N 17 - NTS 1/4° i -0 WN CA r `� NOTE: SEE SHEET NO. 20 AOR ENERG T' NOTES 4 �n �' 1''iECI-1,4NIC�4L NOTES / z � N71 L ,47 I ON &P=E C F C4710N �� 1N: <E"' NOTES: LEGEND D ' �V ,= � - m O GAS �IEATiNG/ELECTRIC COOLING UJ,AL.L.S ,4 ©YE CEI . GRID SATE- i. THE t iEC4-�ANiCAL'_'' OPERATED /ENTILATION SI'STEr 1 S+�ALL BE � 08/23/02 Cf��r4BLE OF SUPPL`'ING OCGUPANCi' VENTIATION .A1R IN ACCORDANCE ROOF- TOP PACKAGE W/FRES�-I Alii D,41 1PEfR aRawry B, H 5LE 12-4 DURING SUCH TIME AS TIE BUiLDINrz OS S=ACE 580 Ib, 1"iAX. UNiT IJJEIG�T. SEE ENERG`r' NOTES f4EADER MUJI IS OGCUF' EG. 5�4EET NO. 20 r_HEC E, BY:--- — SUPPL.1" AiR PDW D LOOS SC2 i`T. 3982. 3182• 4p DCC L0.4D scA1.l=: - o��lcl= i/101Z' so. 1=7. 1��- U SIE51"ifC ANGORS CONNECT �A�C UNIT TO — 1/�„ w 1,-0„ SCALL 'RIOT 8E LE�aS T+--i,4N ONS -�.4LF OF 2►O GFi"� PEi� OCG. = 12'. C:.FM / CC 02 CUR uj; V" 1"11N. LUIDE leo GA. TIE DOWN STR,4P RET'UR'N ,41R JOB:,4S SF'E C�11~I I;D lig! S�CT, l IaJa3.2.2 AT E AC+� CORNER O. c'�GG L0.4D x 1G� Gi=1"i = 40s<:�. TOTAL C1=M )'-'ilt�.l. 2ND EL. 1"IEGN. 5{-IFFY: — 5UFPLT L INE RETURN LINE - ` i 88th Ave. 12511 BUP2002-00522.MEC2002-00548 24 of 27 NOTICE: IF THE PRINT OR TYPE ON ANN" i I I I I i I i I III III 1 1 1 III III 1 1 1 III III I I I I I I III III III I I I II i I i III IW11111111111113 1 11 1111III IIMAGE IS NOT AS CLEAR AS THIS NOTICE l � 4� --I III8 ! l U 1 L_ 11 IT IS DUE TO THE QUALITY OF THE No.36 jb'=: Pr ORIGINAL DOCUMENT >a 8Z bZ 8Z i SrI �Z EIZ o� B[ sic Gi i 9t 4I ibi fii Zi iT t 8 B G Q � E Zi3�un� 111111111ti, ""I'llII�IiIIIIIIIIIIII�IIII IIII�IlII�1lIlII I I I + I � � ' ( I I �I ill IIi�II I� ►111111 III I 1 Illi,ll►,111,i�I11I►111,1111II111i►III►Ii►111111� �� II �� ►� I � T � � I I I11IIi�II i.illillllllllllll�ll�ll II iII IIII►IIIii��.WU1111111►�1�11111 1 �. IT►r�1 REVISIONS BY: 1/28/31 1!=U) t y 74 L - - 1. DIVISION I GENERAL �— - THESE SPECIFICATIONS ARE GENERAL IN NATURE ANIS ARE INTENDED TO SET MINIMUM STANDARDS FOR MATERIALS. WOWMANSHIP SHALL. DIVISION '1 MOISTURE PROTECTION AND INSULATION � BE CONTROLLED AT GOOD QUALITY BY THE GENERAL CONTRACTOR OR 4 THE GENERAL CONTRACTOR SHALL FULLY COMPLY" WITH TF-IE CURZENT EDITION OF THE DEVELOPER CONTRACTOR TO PROVIDE ALL NECESSARY TEMPORARY ONE PERM VAPOR RETARDER iS TO BE INSTALLED ON THE WARM 51D)= OF ALL � m UNIFORM BUILDINGCODE AND ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. SUPPORT FOR WALLS AND FLOORS PRIOR TO COr1PLETION OF VERTICAL EXTERIOR FLOORS, WALLS AND CEILING. W THE CONTRACTOR .SHALL A56UME FULL RESFON5151LITY FOR AN'r WORK KNOWINGLY AND LATERAL LOAD SYSTEMS. EXCEPTIONS: t_ PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR I. MASONRY WALLS WITH EXPOSED INTERIOR SURFACES. 61 4 SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. ROOF LIVE LOAD 25 PSF (SNOW) 2. SLABS ON GRADE FLOORS. WINL-� LOAD 80 MPH EXP. B r ALL INSULATION AND VAPOR E�ARRIERS SHALL HAVE A MAXIMUM FLAME [� ILR;TTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER ��CALED SEISMIC ZONE 3 ALLOWABLE SOIL (SEARING 2000 P5F SPREAD RATING OF 25 ANM D AXIMUM Si10KE DENSITY OF 450. LaIMENSIUfvS. THE GENERAL CONTRACTOR SHALL_ VERIFY AND 15 RF_SPOt•ISIBLE F��R ALL L � � DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST tIOTIFY THiS OFFICE OF ANY VARiATiONS FROM THESE DRAWINGS, CONTRACTOR SHALL VER!t:'- ALL DIMENSIONS AND CONDITIONS ON � DRAWINGS AND iN THE FIELDW. COORDINATE OPENING5 THROUGH DIVISION 8 DOORS AND WINDOWS LU X THE GENERAL CONTRACTOR iS RES-"-'ONSiBLE FOR THE DESiG N AND PROPER -UNCTION OF FLOORS, ROOF AND WALLS APPLICABLE TRADES. NOTIFY DESIGN PLUMBING, HVAC ENGINEER OF ANY 'DISCREPANCIES, ALL EXIT DOORS SHALL BE. OPENABLE FROM THE INSIDE WITHOUT THE USE OF AND ELECTRICAL THE GENERANTACTOU SYSTEI"'G. L COR- R SHALL NOTIPY Z KEY OR ANY SPECIAL EFFORT. THIS OFFICE WITH AN`r' PLAN CHANGES RFOJiIRED =OR DESIGN AND FUNCTION OF PLUMBING, q 4 HVAC AND ELECTRICAL SYSTEMS. - CODES AND STANDARDS: UNIFORM BUILDING CODE - 19?8 OSSC EDITI(?Nl ALL EXIT DOORS SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLE°5 IT IS AMENDED BY THE STATE OF OREGON. ALL OTHER LOCAL AND STATE PANIC HARDWARE. DUILDiNG REGULATIONS SHALL BE APPLICABLE. EXCEPTION: THE MAiN EXIT DOOR IF ITCONSISTS OF THIS OFFICE_ SHALL NOT BE RESPONSIBLE FOIR CONSTRUCTION MEANS AND METHODS, ACTS A SINGLE DOOR ORA PAIR OF DOORS A KEY LOCKING DEVICE MAY BE USED IN PLACE OF PANIC HAPOWQRE, r j OR iB OMISSIONS Of-- THE CONTRACTOR OR SUCONTRACTOR, OR FAILURE OF ANY OF lu THEM DIVISION 2 SITE WORK PROVIDED THAT THERE IS A SIGN STATING 'THIS DOOR MUST REMAIN UNLOCKED N t0 G :;RF�Y OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. ANY DEFECT DURING BUSINESS HOUR5, THE SIGN SHALL BE IN LETTERS NOT LESS THAN ONE 41 Dl`s,-OVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION 8 ALL BIDDERS FOR WORK UNDER THIS DIVISION SHALL EXAMINE THE INCH HIGH ON A CONTRASTING 5ACKGFiOUND. WHEN UNLOCK THE DOORS MUST BE OF T4415 OFFICE DY WRITTEN NOTICE BEFORE' PROCEEDING WITH WORK. REASONABLE TIME SITE, THE SITE SHALL BE ACCEPTED iN iTS EXISTING CONDITION FREE TO SWING WITHOUT THE OPERATION OF A LATCHING DEVICE. %D 7 Q NOT ALLOWED BY THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND NO CLAIM SHALL BE MADE FOR ANY CONDITION NOT S�tOWN ON DOOR HARDWARE: m AND LIABILIT'I' FRO11,1 SUCH DEFECT UPON THE CONTRACTOR THE DRAWINGS. DOOR CLOSERS:WHERE PROVIDED, DOOR CLOSERS SHALL BE ADJUSTED TO CLOSE FROM AN PEN POSITION OF 30 DEGREES iN NOT LESS THAN 3 SECONDS, TO A POINT THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WiND LOADS UNTIL THE ROOF, FLOOR STRIPPING: STRIP ALL EXISTING TOP SOIL IN BUILDING AND PAVED3 INCHES FROM THE LATC!-4„ WHEN MEASURED TO THE LEADING EDGE OF THE DOOR AD WALLS HAVE SEEN PERMANENTLY FR,:MED TOGETHER AND SHEATHED. AREAS AND DISPOSE OF 1T OFF SITE, OR IN PROPOSED LANDSCAPE AREAS THAT MAY BE APPLICABLE. DOOR HARDWARE SHALL BE MOUNTED NO. MORE THAN 48 INCHES ABOVc FINISH FLOOR N o INSTALL POL1'ISUGYANURATE FOAM TYPE INSULATION AT FLOOR AND (''LATE LINES, OPENINGS FILL MATERIAL: PLACE FiLL iN LIFTS NOT TO EXCEED 8' AND IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. COMPACT TO 35% 40 STANDARD AASHTO T-180 UNDER FLOOR OPENING FORCE: THE OPENING FORCE OF DOORS ALONG AN NCCE551BLE ROUT= AND PAVED AREAS. ENGINEERED FILL MAY BY UTILIZED SHALL BE AS r-OLLOWS: a w N N INSTALL WATERPROOF GYPSUM BOARD At ALL WATER SPLASH AREAS t0 MINIMUM -10" ABOVE UNDER RECOMMENDATION OF A SOILS ENGINEER. I. EXTERIOR DOORS: 8 1/2 POUNDS Z 0 SHOWER DRAINS. 2, INTERIOR nOORS: 5 POUNDS-FORCE ` � 00 £ FOUNDATION$: ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED SOIL, B. FIRE DOORS SHALL HAVE THE MINIMUM FORCE '":ECESSARY TOG CLOSE AN, LATCH iNSULATE WASTE LINES FOR SOUND CONTROL. ALL. FOOT!,IG BOTTOMS TO BE A MINIMUM OF 18' BELOW THE DOOR 0 FINAL GRADES. NOTIFY ENGINEER OF ANY UNUSUAL HANDLES PULLS CONDITIONS 'BEFORE PROCEEDING, CLEAN ALL FOOTING , LATCH LOC+CS ON DOORS SHALL HAVE A LEVEL OR OTHER SHAPE Q EXHAUST ALL VENTS AND FANS DIRECTLY *i O OUTSIDE VIA METAL DUCTS, PROVIDE 9m :FM THAT WILL PERMIT OPERATION BY WRIST OR PRESSURE AND WHICH DOES NOT OF LOOSE MATERIAL � (MIN.) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND / OR EXCAVATION , � ] SHOWER AND IN LAUNDRY ROOMS. REQUIRE TIGHT GRASPING; PINCHING OR TWISTING TO OPERATE. 0 N DIVISION 3 CONCRETE AND REINFORCING MANUFACTURED DOORS AND WINDOWS ARE TO BE CERTIFIED ACCORDING TO ALL ASTM E 283 FOR 033 cfm PER FOOT OF WINDOW SASH CRACK AND 11 cfm PER 0 RECESSED LIGHTS IN INSULATED CE L INC-S TO HAVE THE '.C. LABEL.. o � GENERAL: ALL WORK TO COMPLY WiTH ACi CODES AND STANDARDS. FOOT OF DOOR CRACK � � � TOLERANCES: FLOORS 1/8' IN 10'. WALL, AND COLUMNS, WINDOWS TO BE DOUBLE GLAZED WITH A MINIMUM OF 0.5 INCH AIR SPACE, LOW I 'j z 1/4" FROM PLUMB. E COATING lE .= 0.40 AND TINTED OUTDOOR PANE. � W c CONCRETE MiX: TYPE I CEMENT PER ASTM C-150 OVERHEAD DOORS SHALL HAVE A MAXIMUM U VALUE OF 20. �t� C,4?� D I �.>�� Uj� FOOTINGS AND MISC. 28 DAY STRENGTH 3000 PSI, 5 SK/YD IT SHALL BE THE RESPONSIBILITY OF THE PROJECT ARCHITECT, ENGINEERDESIGNER, FLOOR SLAB$ 28 DAY STRENGTH 3000 PSI, 5 _,S YD THRESHOLDS AT DOORS: CONTRACTOR, OWNER, LESSEE TO RESEARCH THE APPLICABILITY OF THE ADA FIND>i-+ES. THF:ESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT AT DOORS. RAISED REQUIREMENTS TO THiS STRUCTURE, REVIEWS PLANS AND INSPECTS STRUCTURES ONLY INTERIOR SLABS: STEEL TROWEL THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAY SHALL FOR COMPLIANCE WiTH CHAPTER Il CF THE OSSC,, WHICH MAY NOT INCLUDE ALL THE BE BEVELED WITH A SLOPE NO GRF..,,TER THAN 1 UNIT VERTICAL IN 2 UNITS REQUIREMENTS OF ADA. EXTERIOR SLABS: TOOLED EDGES WITH LiGHT BROOM HORIZONTAL. (5051. SLOPE) _01-D JOINTS: PROVIDE GOLD AND ;!JET JOINTS AS SHOWN ON PLANS. MANEUVERING CLEARANCES SHALL BE PROVIDED AT DOORS, AND SHALL. HA'✓E J`Ir1FVRCING STEEL: ALL REINFORCING STEEL TO BE A-615 GRADE 60 A COMMON LEVEL SURFACE. EXTERIOR DOORS SHALL HAVE LANDINGS TH,'4T DEFERRE-DN _ IIIIII WILL NOT ALLOW THE COLLECTION OF WATER EXTERIOR LANDINGS MAY HAVE �14'�i f i�1C S� C i I C�4T 101�1s UN1� S5 NOt OT�-i�fRW I& U ESS OTHERWISE SHOWN. P ACELALLNREIN�ORG NG PER AGIMETERS. SLOPEi.% LANDINGS NOT EXCEEDING 114 INCH IN HEIGHT TO 12 INCHES IN RUN PROJECT ENGINEER SHALL REVIEW ALL DEFERRED DRAWINGS, PLACE A SHOP > i- DEAWING REVIEWED STAMP ON EACH SHEET, THEN SUBMIT THE DOCUMENTS f0 � (PBUILDING DEPARTMENT FOR THIER REVIEW AND APPROVAL UBC 10 3.4.1 � � PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS DIVISION 4 t''A5ONRY M I eG- 1�0 CJ : Z0 PERPENDICULAR TO JOISTS AND ALL CONCRETE MASONRY SHALL CONFORM TO ASTM CSO-90, TYPE 1. NOTE: � � �� EXTINC,;U �5��ER5,OTHER BEARING POINTS NOT OTHERWISE PROVIDE)=) WITH SUPPORT. UNIT DENSITY SHALL EXCEED 112 PCF FORALL UNPAINTED EXTERIOR PHYSICALLY HANDICAPPED PARKING SPACE TO BE IDENTIFIED ALL WOOD IN CONTACT WitH CONCRETE TO EE F"RESSURE TREATED. EXTERIOR APPLICATION AND SHALL EXCEED Sri PCF FOR ALL OTHER MENT AND QUANTIFY PER FI SRE MARSHAL. ONE (1) FIRE EXTINGUISHER mod0 ,"APPLICATIONS. WITH SIGN TO BE MARKED WITF-1 THE INTERNATIONAL SYMBOL WITH A SIGN AT LEAST FOUR FEET ABOVE GRADE, NEAR THE BOTH PLACE FRAMING LUMBER: FATED AT NOR LESS THAN 241015;C, RE BE iN AN ACCESSIBLE LOCATION AND IN LINEAR SHRINKAGE SHALL NOT EXCEED 1:65 PERCENT. UNiTS SHALL OF ACCESS AND HAVE THE FOLLOWING WORDS iN AT LEAST ONE INCH PLAIN RIES FOR EVERY 3000 SQ. FT. OF FLOOR AREA. THE MAXIMUM TRAVEL J0157 / AFTER5 DF-L 02 BE PROTECTED FROM INCLEMENT WEATHER. HIGH LETTERS. ' PAWING WITH Dr'.' l>ISABLE PERMIT ONLY. DISTANCE TO EACH EXTINGUISHER SHALL NOT EXCEED '15 FT. FiF� EXTINGUISHER RR RK � STUDS DF-L 02 ALL CONCRETE i^,.45ONRY SHALL CONFORM TO UBC STANDARD 21-4. VIOLATORS SUBJECT TO TOWING U _SER ORS 8111620 AND A FINE LOCATION IS MEASU�vD ALONG THE PATH OF TRAVEL. STANDARD i®-! OUFC �_ _L. - 4x AND 6x BEAMS DF-L 01 (02 AT FOUNDATION) UP TO 6250 UNDER OR, 811b15.' U �) / GLU-L4l`1 BEAMS GRADE 24F OR A5 NOTED ON PLANS MORTAR. O K\ ENTRY SLOPE OF WALK TO EXCEED 1' VERT IN 12 HORIZ. MORTAR SHALL CON51ST OF A MIXTURE OF CEMENTITIOU5 MATERIALS ABRUPT CHANGES IN HEIGHT SHALL NOT EXCEED 1/4'. �� SHEATHING r'IATERIALS: AND AGGREGATE TO WHICH SUFFICIENT WATER AND APPROVED THRESHOLDS OR CHANGES IN LEVEL GREATER THAN 1/2" �� ; ADDITIVES, IF ANY, HAVE BEEN ADDED TO ACHIEVE A WORKABLE, SHALL BE RAMPED 1 VERT IN12, - 00 PLYWOOD ROOF SHEATHING 1/2" CDX INT-APA 32/16 PLASTIC CONSISTENCY. APPROVED NUMBERS OF ADDRESSES SHALL BE PROVIDED FOR ALL NEW P5UILDING IN PL'T WOOD WALL SHEATHING 1/2' CDX INT-APA 32/16 THE PROPORTIONS OF SAND, CEMENT AND LIME SHALL BE CONTROLLED. ALL DOOR HARDWARE, OPERATION HANDLES, PULLS NG FjxES, LOCKS SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STRZET OF PLYWOOD FLOOR SHEATHING 1-1/8' CDX 2-4-1 TtG EXT-APA SHOVEL COUNTS SHALL NOT BE USED. MASONRY CEMENT MORTARS SHALL AND OCHER OPERATING DEVICES ON DOORS, PLUMBING FIXTURES, ROAD FRONTING THE PROPERTY NOT BE USED. CABINETS AND OTHER STORAGE FACILITIES SHALL HAVE LEVER GR MORTAR PROPORTIONS OF INGREDIENTS TO CONFORM TO UBC TABLE OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSUrZE Z NAILING SCHEDULE P NOT REQUIRING TIGHT GRASPING, INCHING, OR TWISTING TC OPERATE. m ZI-A JOIST TO SILL OR GIRDER TOE NAIL (3)-8d ALL MORTAR TO CONFORM TO U.S.C. STD. 21-15. Q BRIDGING TO JOIST TOE NAIL, EA. ENG (2)-8d � 1 d SOLE PLATE TO J015T OR BLK'G. FACE NAIL i6d 6 1(o' O.C. GROUT ® c J TOP PLATE TO STUD END NAIL (2)-I6d GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS ANDlow 1.. M STUD TO SOLE PLATE TOE NAIL (4)- 5 !3d AGGREGARE TO WHICH WATER HAS BEEN ADDED SUCH THAT THE MIXTURE � � I 40 � \ END NAIL (2)-16d WILL FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL 'MC'LAL 1NgPE TCON PRO = AM I m ccs HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,00-0 POUNDS PER SQUARE. f c!7 I L STUDS FAGS NAIL trod is 24" O.G. INCH, I C`J DOUBLE T.,OP PLATES FACE NAIL 16d 6 16' O.C. �! TOP PLATES, LAPS AND INTERSECTiON3 FACE NAIL (2)-16d4LONG EA. EDGE ALL GROUT TO CONFORM TO UBC STANDARD 21-14. REINFORCED CONCRETE: Two concrete test cylinders taken on each duly pour I �� CONTINUOUS HEADER, TWO PIECES 16d * 16' O.C. PROPORTIONS OF (xROUT SHALL CONFORM TO UDC TABLE 21-8 � LL � Z Q CEILING JOISTS TO PLATE TOE N,41L (3)-8d over 16 cu. yds. Cylinder compression test taken in lab at 7 days and ! O CONTINUOUS HEADER TO STUD TOE NAIL (4)-8d HOLLOW CONCRETE MASONRY UNITS GRADE N fm : 1500 psi 28 days I z Z � ` � 6_ CEILING JOISTS, LAPS OVER PARTITIONSFACE NAiL (3)-irod CONFORMING TO ASTM C-90. MORTAR TO BE TYPE S, MASONRY CEMENT. �J m CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL (3)-lbd HOLLOW UNITS TO aF GROUTED WITH COARSE, 2000 pat GROUT. 'RAFTER TO PLATE TOE NAIL (3) walis )- l!J I' BRACE TO EA. STUD ANC PLATE FACE NAIL (2)-8d prior to pour. Q Q BUILT-UP CORNER STUDS !Fara 6 24" O.C. 2' PLANKS (2)-I(cd g EA. BRC. t '!%'1,0+ION 6 CARPENTR` STRUCTURAL, STEEL: Visual penodic inspection of bolting in one interior main _z w 112 PL'i'WUOG ROOF AND WALL. EDGES 8d O.C. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS: frame of each building. Frame selected by testing laboratory. SHEATHING INTERMEDIATE ad A 12' O.C. AN:) — Q JOISTS, BEAMS ASTRINGERS DOUGLAS FIR No. 2 ::3AND LEDGERS DOUGLAS FIR No. 2 PRESSURE TREATED 1-1/8" PLYWOOD 5UBFLOOR EDGES 8d 1w 6' O.C. STUDBLOC -KING BLOKING AND MISC. DOUGLAS FIR 5TD. Periodic INTERMEDIATE 8d Q 12' O.C. inspection of any field welds not exceeding 5/16" � m SILLS, PLATES Continuous inspection of any Geld welds larger than 5/16" PLYWOOD t PLYWOOD TO BE CD EXTERIOR GRADE. DATE: 2x MULTIPLE JOISTS - STAGGER 15' O.G. W/(2) 6 EA. END OR SPLICE THICKNESS AND NAILING PER PLAN. DEFINITION. Continuous inspection means that the special inspector is on site at all 1©-20-@2) (3) OR FEWER i(od NAILS P . , ttme� ,)serving► the wort, requiring (4) OR MORE 112' D1 A. M.B. W/5TANDARD NUT ANG WASHERS SEE NAILING SCHEDULE THIS r, .:E FOR ADDITIONAL SPECIFICATION 4 luring special inspection. I DRAB 8', UNLESS OTHERWISE NOTED ON PLANS Periodic inspection means that the special inspector is on site at time POU) 68th Ave. 12511 intervals necessary to confirm that the work is in conformance with aUP2002-00522, MEC2002.00548 CHECKED eY: approved perniit plans and specifications. 25 of 27 UCTC/ SCALE: -C ��Eo PRUr�FS ,45 NOTED STRUCTURAL. OBSERVATIONS BY EOR. When footings are fonned, steel placed, c^5 ��GINFF ,0 JOB: `� 9 S�ECiFIC4TION } :t�tnpletion of structural steel and prior to pouring of concrete At I I erection. prior to cover. Finai inspection at substantial completion 433" zr --- SHEET: ORPSOIN 9J- k'.?. 24 "Z 1qh �v r51DIRr_S_ NOTICE: IF THE PRINT OR TYPE ON ANY I f Ili 111 III I I I I I I I III ill 1 1 1 III I I 111 III III I i I III Ill I i I I 111 1 III i I I I i I ill I i I I I i 1 1 III III III i I! III 1 1 1 III 1 1 1 1 1 1 (I I i I III 11 1 III I l l l l l l ' 111 III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ ---- --_-� - _ - _._1-_—�_—.BL..___--_- ____. _ -- w_---_ _ IT IS DUE TO THE QUALITY OF THE No 36 o,��•,•" ",,,,�,,,�,� ,-;��„�•r.�.�a��a r.. ORIGINAL DOCUMENT L�T S i 1111 Y i E I z T T T t 6 8T L 9 9 'r £ �T�IY�I1N ► ►► llllil1111�11 ►►llllllii111111111illlllllllll ,l►I I � I i 11111,11111 ! I1 IIII�Il1�.IIIIIIiILlllllllllli, I! II, ii ii 1lilllllilll,lllllllllillllllllli! 1111!11 I I � I � I� � I i III ► IMI►111111�1111111111111111111illllllll�l ILMI I IIIiIIN ililillll II I�L111W111llil�lllllll LI�JIIIIIIf�llll r ` r WEIGHTS REvlS[pN5 e�r: Unit _ Shipping Operating lbs[kg) lbs(kg] -A036'"08 520[2301 _ 8036"12 529[240] 513[2331 AIRFLOW PERFORMANCE DATA--DIRECT DRIVE (Cont.) ` _ 522 237 v _ 8042 '08 L 53612431 52912401 Capacity _ 31/2 Ton 112.31 W-10 SEER-X0,000 BTU/HR 123.45 kW]Heating Input('h HP 1373 WI) A042''12 545[247] 538 244) ----- Operation � Heating �- Cooling - - -- A048"08580[2631 573[260] Voltage _ _208 230 _ 208 - 230 X 8048'"10 580[2631 573[260) Motor Speed L_ow Med. High � , Med. High Low _Med. Hi6h !ow Med. High A043'"13 585(265] 578[2621 CFM[Us1 GFM CFM CFM CFM CFM CFM CFM [FIN CFM CFM CFM �FM - 580(2631 573(2601 Wins IUs] W IUs1 W IL/a) W [Us] W fUs1 W 11/81 W f1FM ur CL/S1 W [L/s) W (L!s] W (USI - 8060'*10 _- A060'"13 10 E.S.P. 1210 1400 1210 1515 1400 1685 585[2651 - 578[262) [.025 kPaj 15711 405 - - - '_ [6611 470 - - - - 405 525 - - 470 635 - I 1 [661) (782] � [715 --- _..- - - --------------- A 73""10 615[2791 608(276) .20 E.S.P. 1193 1375 1195 1500 1375 1620 _ --'�' CA A073'"13 621 [282] 61412791 y _ 1.050 kPa] (563) 400 - - - - [ti49] 460 - -- - - 400 515 - - 460 600 �''•Q' IG' ®' 4Z.o� z A085'"13 714(324] 705[3201 M .30 E.S.P. 1175 1360 r (564] [708] [649] [765] _ 1475 1360 1580 _ --_ Q 0� (.075 kPaj 155E1 395 - - - 1642).455 - - - - - [696] 505 - - [6421 455 (746],580 3-6 Ton(10.6-21.1 kW) 7.5 Ton[2u.4 01 .40 E.S.P. 1155 1385 - - - 1335 450 - - _ 1450 500 1580 610 - __ 1550 570 1720 (L Accessory shipping Operating Operating Operating Q [.10 kPa) (545, - (6391 _ - - - - (6841 [7461 [7321 [8121 - , t UJ .50 E.S.P. 1125 380 - -- - 1305 440 - - ] _ - - - - - 1405 490 1530 1500 1660 VALLEY a U Ills fkg] IDs ikgl lbs(k91 His Ckg1 (663] [7.2 _ �• VOLLEY ��;,� -4 �i (.12 kPa] (531) - [616 - - , ] 580 - - [7081 550 [783] 860 m Economizer 70(321 60(271 80[36) 70[321 CENTER OF GRAVITY(C.C.) .60 E.S.P. 1075 1350 1255 1350 1460 1430 1580 SCUPPER OPENING _ 475 560 - - 535 635 26 GA.COLORED err. Power Exhaust Pending _Pending Pending Pending Capacity Tons IkW1 A In.(mm1 B Irt.(mm) 1.15 kPaj [507) 375 1637) 475 - f592) 435 - - - - 16 71 16891 [675] [746] PARAFER GAP N LY- Fresh rIl Air Damper(Manual) 11 [51 9 [4] 14 [6) 12 [5) 3 6[10.6-21.1] 38115(972) 253la[654] 70 E.S.P. 1015 1275 1390 1210 1350 1275 1390 45 1350 1500 1 lU Q [.17 kPaj [4791 370 460 545 425 505 - - - - 1602] 460 16561 545 - -- [��1 505 (7081 600 + U I X ' Fresh Air Damper(Motorized) _ 13 [6] 11 [5] 16 [7J 14 (6] 7.5[26.4] 39[991] 26Va[664] (602] (656] (571] (637] Roof Curb 14' _ 92([6] p3[401 92(421 88[QOJ .BO E.S.P. 925 1180 1280 1100 1230 1375 - 1180 1280 - 1230 1375 -- (20 kPa] 360 445 515 410 475 555 - 445 515 - 475 555 Root Curb 24 _ 108149) 1041471 108 149] 1041471 -1 f4�71 [557) {604] [5191 (580] [6491 [557) 16041 1580] (649] I utI 1- ILL , Z II (J Concentric Dithiser 18'Flush 37(171 26[121 37 f 17) 26 112] 1 Capacity Tons IkW) Corner Weights by Percentage aIT Concentric DiROOF TOP HVAC UNIT Q I O Diffuser 20'Flush 54[24] 42[191 54[24] 42 A B C D(19] a 536• WOW BTU � � HVAC I rEGH. -"---. �- ROOF TOIL NVAG J q1 �} Side Discharge Concentric Diffuser RXRN-1,860 35 16 20 9 - -- _ � � ��UNIT � UNIT bei tta�,pom eTu 11) �- ( 1 [ l 3-6(10.6-21.1] 22% 27% 23% 28% - / Side Discharge Concentric Diffuser RXRN-1,865 55 25 40 18 55 25 40 18 7.5 26.4 23/° _ - - \ N ( ] [ I [ 1 ( I ( ] 29°io 21% 27% CLEARANCES AIRFLOW PERFORMANCE DATA--DIRECT DRIVE (Cont.) LM OF RM BEAMS •4EVATpR v °� LIFTING DETAIL "T (3 to Z5 Ton[18.6 to 26.4 kW]Models) a Capacity ' 41'on[14.07 kW1-10 SEER--100.000 BTU/HR[29.31 kW1 Heating Input(1/2 HP[373 Wl) - -- - - Q { 26 GA C.oLOiFE Sr1. Le!014 610014 NWAMe Lee oto I4COh Oadlla- The blowing minimum clearances must be observed 1 Operation _ Heatlnq - - Cooling I PARADER GAP 010 for pi,�er unit performance and serviceability. - Voltage 208 _ 230 god 230 I a `1I SPREADER BAR I I I 52immm SIL vV V SHUT OFF Recommended / uFt1Ne eE^"^ Motor Speed Low Med. _ Hlgh Low Med. High Low Med. High Low Med. High Clearance In.[mm) Location em �/ CABLE OR CHAIN CFM IL/sl CFM CFM CFM CFM CFM CFM CFh1 CFM CFM CFM CFM CFM ry 9I RIDGE - GAS GAS - y8[1219] A Front �� Watts W W W W W W W W yy W W W CUs] [Usl (L/sl IL/sl IUs] Ills] [Us1 [L!s] [Usl (USI [Us] [L/Sl h RIDGE PIPE PIPE RIDGE 18(457] B Condenser Coil // 10 E.S.P. 1210 1515 1400 1685 1515 1680 1400 1685 1870 �7 24' x 24' NOTE:Supply duct may be installed - 405 525 - 470 635 - - - - (715] 525 "'0[7931 650 1661) 490 (795] 635 (883] 780 I e ROOF HATGN LINE OF INT.WALLS �- 12[305] C-Duct Side (.025 kPa] (571) [7151 - [6611 [795] with'0'inch clearance m PA .20 E.S.P. - 1500 515 - - 1375 460 1620 600 - 1500 1650 1620 1830 NOTE: 9 36(914] D Evaporator End ma!erials,provided 1'[25.4 mm] c.oy / (.050 kPa) [706] [fi49J (765) - - - 1510 515 f 6 640 - - [765] 600 (864] 760 »; r, m plied a l=eer 3 ALL OM Mn"N5 OWALL uE • 6u[1524] E-Above glass insulaSori is n ec.►tnuLu:.m SLAM eTeEl u�rTH 'Wiiboat Economizer.5T 1448 mm rft Economizer applied either inside Or on the outside C .30 E.S.P. - - 1475 1360 1580 _ - - 1475 1625 1580 1790 I 1' of the duct a 505 - 455 580 - [6961 500 [7671 630 - 580 740 I N b &AM MA ��•MN 60MUED I cr [.075 kPa! [696] - (642] [746] - - [746] [845] ��Trmuoe I �. .40 E.S.P. - 1450 1550 1450 1580E01 1550 1730 ( r 500 - - - 570 - - 500 - 570 700 _-_HVAC MECW. I�p�o \ [.10 kPa) - 1684] [7321 - [684] (74611732) [816) c ae CURS UNIT PIPE / � W) 50 E.S.P. - - 1405 - 1500 1530 - _ 1660 - _� a \ 1.12 kPal (663) [708] [7221 (783] 660 �`- L - O _ 2 �,-- - Lee aR i�o�Es" w Z o 0 \\ Ne'[16 mm]SHACKLE 60 E.S.P. - - 1350 1460 - 1430 1380 - - - 1460 - - - 1580 _ -- _ -_ (EACMCORNERI f.15kPaj (637 475 560 - 505 635 - 560 - I [6891 [675] (6511 1689 v 1 (7461 635 9 � 26 GA.COLORED S.M. 70 E.S.P. 1275 1390 1350 1500 1390 - 708 600 VALIL vOFF / �OFF- r PARADER GAP f w X [.17 kPa] - 466 545 - - 505 600 - - -- - ] 545 - - - [ j r LS J 1002] 1050) [0371 [7oBJ 1050 L .80 E.S.F. 1180 1280 11230 1375 1280 _ 1375 I �Top J I�'o Roos TOP 445 515 - - 475 555 - - - - 515 - Q C (.20 kPaj - _ [5571 [604] [5801 I�9) !6041 - - (f 191 555 I W a �� d)�qJ HV UNIT PAPE 58V0' uNrc - VEFIIICAL I mm W~CTU t00{d�BTU \ E CLEARANCE I W D duo I V so SCUPPER OPENING [� 04 act I iii i' GASCOOLING PERFORMANCE DATA-STANDARD EFFICIENCY Iw PIPE VALLEY vA!LEY o (n ri I . Net Total Net Sins Net Latent J C RKKA CFM[Us1 MBTUH[kW) MBTUH„:W] MBTUH(kW] SEER EER IPLU Sound Rating(db) W 8036 1200 [565; 36[10.56] 20.5 (7.74] 9a[2.78] 10.2 9.40 - 78.0 s2'RISE -- c.Ae METER SEE ELEVATION SHEET NO.9 U Vi e A042 1400 [661) 42(12.30] 32 [9.36] 10 [2.93] 10.0 9.05 - 780 -o A048 1600 [75.51 4- 48(14.10) 35.5 110.38] 12.5[3.66] 10.4 9.80 - 78.0 \ A060 2000 [9441 1 _ 60[17.55] 44 [12.90) 1r. [4.691 10.1 9.30 - 78.0 _ IW- 9.50 e_® _ _ p ( ]Designates Metric.Conversions Rneem Manufacturing Company 9 A072 2200[1038] 70[20.40) 49.5[14.551 20.5!6.^ij - 9.50 - g3.0 A075 2200('2301 72(21.101 51.5(15.091 20.5[6.01] - 9.80 - 83.0 --- ----- --- -- -- ---�--- A085 1 2850[132L, 85[24.90] 63.4[18.601 21.6[6.30) - 9.10 10.0 83.0 �' -- ---- ,6-r_ --- -- ----- NOTES: �t GROSS SYSTEMS PERFORMANCE DATA--RKKA-AO42 yi' _ , HEATING PERF-�.�R:,:::NLE DATA-SINGLE PHASE ). 6 WATER COLUMN 5TAN04R0 ENTERING INDOOR AIR @ 80'F[26.7'C1 dbE G _ PRESSURE CsAB 5481ED ON Ob0 wbE 71°F11660.7l Irr140 I19.4'C] 834E(160.71 - California3f')=CIFIC GRAVITY GA9 GAS P[PING LINE //0 /'� � Oil, N Heating Input Heating Output Tamp Rise BEARING WALLS QXP46 N CFM Ill31 1750[825.9) 1400(660.7( 1050(495.51 1750 1825.91 1400 [1(80.7] L10501495.51 1750(825.91 1400[660.7) 1050[495.5] RKKA- AFUE Seasonal DRC t3 09 .03 .13 e9 Ort 13 .09 a3 R:_-LIN[kW] MBTUH(kW] 'F[°C] r_ _ Efficiency 96 75 Total BTUH[kW`1 49.5[14.51] 47.5 113.921 45.6(13.36] 48.0[14.07] 46.0(13.48) '14.0[12.90) 45.b(15.31) 43.4112.72) 41.5112.161 A036JK08 80[23.41 62.5118.3) 80 75.5 30-60[16.5-33.5) 1�lOTES: ROOF [SEAMS -- 1/8 , ( _ [23.91 Sens BTUH[kW1 34.5[10.111 30.6 [8.97] 26.6 [7.801 39.5[11.58) 35.6[10.431 31.6 [9.26] 45.4 113.31] 41.9[12.281 37.9[11.111 a Power 3.5 3.4 3.3 3.5 3.4 3.4 3.4 3.3 3.3 AD36JK12 120[35.2] 94.5[27.71 80 76.5 50-80 f28.0-44.5) CCAS HEATING/ELECT RIC COOLING I �l U Total BTUH(MA] 49.1 14.391 47.1 r1'" r A042JK08 80[23.4] 62.5[18 3] 80 75.5 30-60116.5-33.5] O R00J= TDP PACKAGE LU/F1�ESH AIR DAMPER Q �' 80 ( , 8.60] 45.1 (13.22) 47.6[13.95] 35.1 [13.36) 43.6[12.78] 4.�.0[13.19] 43.0[12.16] 41.0[12.02] A042JK12 120135.21 94.5[27.71 80 76.5 50-60128.0-44.5] Sens BTUH[kW1 34.9 [9.99] 30.2 [8.85] 2G.2 [7.68] 39.1 [11.46] 35.1 [10.29] 3i.Y [9.14] 45.0(13.19) 41.5(12.16] 37.5(10.99) 58m Ib. MAX. UNIT LUEICxHT. Sl: ENCRC�Y NOTES 0 [26'7] Power 3.8 3.7 3.6 3.8 3.7 3.6 3.7 3.6 3.5 A048JKOB 80[23.41 62.5(18.31 80 75.5 30-60[16.5-33.5] Ro ._ SHEEr NO. 20 � B5 Total BTUH[kW1 48.6[14.24] 46.6[13.66) 44.6[13.07] 47.1 (13.80) 45.1 [13.22] 13.1 [12.63] 44.5[13.041 42.5[12.46) 40.5(11.87] ® A048JKl O 100[29.3) 78.5123.0) 80 75.5 40-70122.0-39.01 armee [29 41 Sens BTUH RW] 33.7 [9.88] 29.8 [8.73) 25.8 [7.56] 38.7[11.341 34.7[10.171 30.8 [9.03] 44.5 113.D41 41.0(12.021 37.1 [10.87] A048JK13 _ 135[39.6] 106.5[31.2] 80 76.5 50-80[28.0-44.5] �IESMIC ANCHORS CONNECT H,4VC UNIT TO LU D Power 4.0 3.9 3.8 4.0 3.9 3.8 3.9 3.8 3.7 AO60JK10 100[29.3) 78.5(23.0] 80 75.5 40-70[22.0-39.0] O y 90 Total BTUH[kW] 48.1 (14.10] 46.1 [13.51] 44.1 [12.921 46.5[13.631 44.5[13.041 42.6[12.48] 44.0 112.90) 42.0 112.31) 40.0[11.72) CURB U1/ }�` MIN. tUIDE 16 GA. TIE DOU1N STR,4P HVAC UNIT it [32 2] Sens BTUH[kW1 33.3 19.76] 29.3 [8.591 25.4 [7.44] 38.3[1122] 34.3[10.05] 30.4 [8.91] 44.0(12.90] 40.6[11.90] 36.7 f 10.76] A060JL10 100[29.31 78.5[23.0] 80 75.5 25 55[14.0-30.5] AT EACH CORNER B Power 4.2 4.1 4.0 4.2 4.1 4.1 4.1 4.0 4.0 A060JKI 135[39.6] - 106.5(31.21 8C 76.0 40-70[22.0-39.0] NO. 12 X 3' SC �\ L 9a Total BTUH 1W,'1 47.4[13.891 45.4[13.31) 43.4[12.72] 45.8[13.421 43.9[12.87] 41.9(12.28] 43.3(12.69) 41.3[12.10) 39.3[11.52] UNIT BASE TO URB B Sens BTUH(kIN] 32.9 [9.641 25.9 (8.47) 25.0 [7.33] 37.8[11.081 33.9 [9.94] 29.9 (8.76] 43.3[12.691 40.2[11.78] 36.2[10.61] ( (1/ 1351 Power 4.5 ! 4.4 4.3 4.5 4.4 4.3 4.4 _ 4.3 4.2 2. 106 TOENAIL 12' O/C --1 -� � �t E Total BTUH[kWl 46.5[13.63) 44.5[13.041 42.5[12.46) 44.9[13.161 42.9[12.57] 40.9[11.99) 42.4[12.431 40.4[11.84] 38.4111.25) IT E100 Sens BTUH(kW] 32.3 9.47 28.4 8.32) 24.4 7.15 37.3[f0.93j 33.3 9.76 29.4 8.621 42.4 12.43] 39.7[11.63 35.7[10.46 UN BASET CURB �-4 X 6 CURB Q � J ) 137.81 [ 1 [ [ 1 [ ) I I l ] Roo>= ovl= c = c,� Power _ 4-7 4.6 4.5 4.7 4.6 4.5 4.6 4.5 4.4 URB � � � � e R 1145 Total BTUH[k1N] 45.3!13.28] 43.3[12.69] 41.3[12.101 43.7[12.81] 41.7(1222) 3$.7[11.63) 41.2[12.071 39.2[11.49) 37.2110.90) T (140.61 Sens STUN[kW] 31.7 [9.29] 27.8 [8.15] 23.8 (6.981 36.7[10.76] 32.719.581 28.8 (8.44] 412112,07] 39.1 [11.46) 35.1 (10 291 U Power Q1 Q1 41 a1 Q1 Q1 a1 41 41 PHYSICAL & ELECTRICAL DATA-STANDARD EFFICIENCY (Cont.) R 11 D Total BTUH[k1N1 43.7[12.81] 41.7(12.22] 39.7(11.63] 42.^c[12.37) 43.2[11.78] 138.2[11.19] 39.6[11.61] 37.6[11.02] 35.6[10.43] • E Sens BTUH[kW1 31.0 9.09 ' 27.0 r6. 35.9 10.52 32.0 9 38 28.0 [8.21 39.6[11,61 37.6[11.02 34.3[10.05 ELECTRICAL PHYSICAL p [43.3] [ l [7.911 23.1 771 [ j [ 1 ) l l ] ° Power 5.'2 5.1 5.6 5.2 5.1 5.0 5.1 5.0 4.9 M Full Load Fuse or NACR [°cl Model Compressor Minimum Filter 115 Total BTUH[kW1 41.7[12-221 39.1 (11.63] 37.7[11.05] 40.2[11.78] 38.2•':1201 36.2[10.61] 37.6 f 11.02] 35.6[10.431 33.6 [9.85) NO. Phase Amperes Clrcult Outdoor Coll Weight \ asap Sens BTUH[kW1 30.0 8.79 26.1 Circuit Drive Recommended RDS TR1188 m [46 1] I ] [7.651 22.1 [6.481 35.0[1026) 31.0 [9.09] 27.1 [7.94] 31.6(11.02) 35.6(10.43] 33.4 (9.791 RKy1- Y Il4aee Volts) Rated Load Locked Rotor (FLA) Ampecity Breaker Type No.and Size OR2Cq] Power 5.4 5.3 5.2 5.4 5.3 5.2 5.3 5.2 5.1 L ( ) Amperes Amperes Fan Blower Amperes Minimum Maximum (rem x mm x mm, Area Sq.Ft. No. Net Ship (RLA) (LRA) Motor Motor Amperes Amperes (Sq.m] Rows CFM(Us) Lbs,[kql Lbs.[kg] ' DR --Depression ratio Tata! -Total capacity x 1000 BTUH NOTES: 11108 3-60-208-230 13.5/13.5 12g Z.0 3.4 23/23 30/30 35/35 Belt (2)1 x 16 x 25 16.9(1.5701263.11 � © � � dbE-Entering air dry bulb Sens -Sensible capacity x 1000 B7'JH QD When the entering air dry bulb is other than 80°F[27°C),adjust the sensible A048C _ _ [25 x 406 x 635] 1 1.00 4000[18881 106130051 573[252,9) 580 s � 111 wb --Entering air wet bulb Power--KW input rapacity from the table by adding(1.10 x CFM x(1-DN)x(dbE-80)1. (2}1 x 16 x 3 `7 A048CM10 3.,60-208-230 13.5!13.5 f'd 2.0 3.4 e3/23 30/30 35!35 Belt 16.9[1.570] 1.00 4000(1888) 106(3005] 573(259.9] 580[263.1] v ` _ 125 x 406 x 635) eI� m A048JKOB 1-60-208-230 23.7/13.7 123 2.0 3.0 35/35 45/45 50/50 Direct (2)1 x 16 x 25 16.911.570 1.00 4000[1888] 106[3005 573 259.9 580 263.1 fir/ Crl 125 x 406 x 63511 l [ l [ 1 A048JKIO 1-60-208-230 23.7/23.7 129 2.0 3.0 35/35 45/45 50/50 Direct (211 x 1G x 25 16.9[1.5701 1.00 4000118881 106(30051 573[259.9) 580(263.1) �. (25 x 406 x 635] O ? x A048JK13 1-60-208-230 23.7/23.7 129 2.0 3.0 35/35 45/45 50/50 Direct (2)1 x 16 x 25 169(1.570) 1.00 4000[1888) 106[30051 5781262.2] 585(265.4] Q 7 [25 x 406 x 035] ,II 1'_O I' -- Z O A048YLD8 3-60-575 5.8 40 .7 1.3 10 15 15 Belt (2)1 x 16 x 25 16.9(1.570) 1.00 4000[1868) 106[30051 573[259.9] 580[263.1 J �� Z GROSS SYSTEMS PERFORMANCE DwTA--RKKA-A048 125 x 406 x 6351 c� LU (1) (2)1 x 16 x 25 ia� r A048YLf 0 3-BO-575 5.8 40 .7 1.3 10 15 15 Belt 16.9[1.570 1.00 4000 1888 106[30051 573[259.9 580 263.1 � ENTERING INDOOR AIR 0 80°F(26.7'0]dbE� [25 x 406x835] ] [ 1 ) [ ) � w5E - 71°F[21.TCJ e7°F 119.4'0) 83.1,117.2'C) (2)1 X♦B x 25 - -_ CFM fust 2000(943.9] 1800[755.11 1200(560.31 2000(943.9] 16001755.1] 12001566.3] 20001943.91 1600[755.11 12001566.31 A042DM12 3-60-460 7.4 49.5 1.0 1.4 12 15 15 Belt 11.0[1.022) 1.00 360011699] 77[2183) 5291240.01 53131243.11 DA .18 .14 .09 .18 .14 .09 .18 .14 •09 - [25 x 406 X 635] Total BTUH[kW] 54.2[15.88] 51.9[15.21) 49.7(14.571 52.9[15.50) 50.6 114.83) 48.5[14.131 51.0[14.95) 48 7[14.27) 46.5 113.631 A042DKOB 3-60-460 7.4 49.5 1.0 2.0 13 15 15 Direct (2)1 x 16 x 25 11.0,11.022 1.00 3600 1699 77 2183 529 240.0 535[243,111 75 Sens BTUH(kVA] 34.6110.141 30.2 (8.851 25.8 [7.56) 42.1 (12.34] 37.7[11.05] 33.3 [9.761 18.4[14.18] 44.1 [12.92] 39.7(11.631 (25 r 406 x 635] � ) [ I ( 1 ( ) ` Z � [23.9] _ p Power 3.6 3.5 3.5 3.6 3.5 3.5 3.6 3.5 3.4 A042UK12 3-60-460 - 7.4 49.5 1.0 2.0 1° 15 15 Direct (2)1 x 16 x 25 11.0(1.022] 1.00 3800 1 or Q Q \ U 80 Total BTUH[kW1 54.1 [15.86] 51.8 115.181 49.5(14.51) 52.7 115A41) 50.4(14.77) 48.2[14.13) 00.9114.92.1 48.6114-24) 46.3[13.57) - - 125 x 406 x 6351 J 0991 77[2183] 529[240.01 53361243.1] [� �� (1) �4 0 T (26.71 Sens BTUH[kWl 34.7(10.17] 30.3 [8.88] 25.E [7,59] 42.3[12.40] 37.9(11.11] 33.5 (9.82] 48.6(14.24) 442(12,95) 39.8(11.66] A042JK08 1-60-208-230 23.7/23 7 129 2.0 3,0 35/35 45 50 Direct (2)1 x 16 x 25 11.0 11.022) 1.00 3600(1699) 77(2183,1 529(140.01 5351243.1) o I Power 3.9 3.8 3.7 3.9 _ 3.8 3.7 3.8 3.7 3.6 �-- _ [25 x 406 x 6351I0111111A !L21 R 85 Total BTUH 1kW1 54.0[15.83) 51.7[15.15) 49.4 j14.48) 52.7(15.44) 50.4[14.771 48.1 [)41.10) 50.8[14.89] 48.5(14.211 46.2(13.54) A042JK12Y 1-60-208.230 23.7/23.7 129 2.0 3.0 35/35 45 5C D[re�t (2)1 x 16 x 25 11-011,022) 1.00 -3800(1699) 77[21R3J 5."B[244.01 545 1247.[] [29.4) Sens BTUH[kW1 34-7[10.17] 30.3 [8.88] 25.9 [7.591 42.3 112.40] 37.9111.11 j 33.5 (9.62) 48.6 114.24] 44.2[12.951 39.8!11.66) - [25 x 4013 x 8351 R Power 4.1 4.0 2.9 4.1 4.0 3.9 4.0 3.9 3.8 -_ A042YLOO 3-60-575 5.8 40 .7 1.3 10/10 15 15 Belt (2)1 x 16 x 25 11.0(1.022) 1.00 31300(1899 77 DA E- y DO Total BTUH[kW] 53.9 115,801 51.7 116.15) 49.4 114.48] 52.6 111,.421 50.3(14.74) 48.1 114.10) 50.7 114.86) 48.5[14.211 46.2 113.541 �- 125 x 406 x 6351 1 (2183) 529!240.0) 536 f 243.1] i 1, 2�,/03 Sens BTUH[kW) 34.6[10.14] 30.2 [8.85] 25.8 (7.561 42.2[12.37) 37.8(11.08] 33.4 19.'9) 48.5(14.21] 41.1 (12.92) 39.7(11.63) A042YL12 3-BO-575 5.8 40 .7 1.3 10/10 15 15 Belt 11.011.0221 1.00 3600 f699 77 2183 538 244.0 545 247.2 DRAII.tNI B7•: [32.2] (2)1 x 18 x 25 B Power 4.3 4.2 4.1 4.3 4.2 4.1 4.2 4.1 4.1 _ _ _ _ ([5 x X108 x 835] [ 1 [ 1 [ I ( j � -Total BTUH[kW] 53.7[15.741 51.5 115.09J 49.2114 421 52.4 115.36) 50.1 [14.68) 47.9(14.09) 50.6 114.831 48.3114.161 46.0(13.48) A042YMOB 3-60-575 5.8 40 .7 1.3 10 15 1b' Bell 11.011.022) 1.00 3800[1899] 77[2183) 529[240.0 538 243.1 B Sens BTUH IM 34.5[10.11) 30.1 (8.82) 25.7 [7.53] 42.0(12.31) 37.6 111.02] 33.2 (9.73] 48.4 114.181 44.0 12.9U] 39.6 111.611 - - [25)x 406 x 635] I ( j Gr-IEGKED BY: T ] Power _ 4.5 4.4 4.? 4.5 4.4 4.3 4.5 _ 4.4 4.3 -_ E 100 Total BTUH 1kW1 53.3(15.6^_) 51.0[14.95) 48.7(14.27) 52.0 115.241 49.7(14.57] 47.4[13.891 50.1 11,4 681 47.8 f 14.01) 45.5 113.331 F 137.81 Sens BTUH[kWJ 34.3(10.05] 30.0 [8.791 25.6 17.511 41.9 112.281 37.5(10.991 33.1 [9.70] 48.2(14.131 43.8(12.84] 39.5[11.581 SCALE: _ Power _ 4.7 4.6 4.6 4.i 4 6 4.5 4.7 4.6 4.5 A 105 Total BTUH[kW1 52.5 115.391 50.2(14.71) 47.9 114.04) 511 114-98) 48.9 114.33] 46.6(13.661 49.3 114.451 47,0[13.77) 44.7 113,101 1 T (40.61 Sens BTUH[kW) 34.3[10.05] 29.9 18.761 25.5 [7.47] 41.9[12.281 37.5 110.991 33.1 [9.701 48.21',4.13) 43.8[12.841 39.4(11.55] U Power 5.0 4.9 4.8 5.0 4.9_ 4.8 4.9 4.6 4.7 JOS: E 110 Total BTUH(kVA 51.1 [14.98] 48.8'14.30) 46.6[13.66) 49.8[14.59) 47.5(13.92) 45.2(13.25) 47.9[14.04) 45.6(13.36) 43.4(12.12) I-4VAC SC�i. Sens BTUH(kW) 34.4[10.08] 30.0 [x.79) 25.6 17.511 42.0 112.311 37.6 111.02] 33.2 (9.731 47.9[14.04] 43.9 112,871 39.5[11.381 Si-(EET: °F (x'31 Pawer 5.2 5.1 5.0 5.2 5.1 5.0 5.1 5.0 4.9 .°..+�'' l°Cl 115 Total BTUH[kW1 49.1 [14.39] 46.9 113.74) 44.6[13 071 47.8[14.01] 45.5[13.33] 43.3(12.69) 46 0113.48) 43.7(12.81) 41.4[12.13) 146 11 Sens BTUH OW 34.7[10.17] 30.3 (8.88) 25.9 [7.59] 42.3 112.40] 37.9[11.11] 33.5 19.821 46.0(13.48] 43.7(12.81) 39.8[11.66) Power 5.4 5.3 5.2 5,4 5.3 5.2 5.3 5.2 5., 68th Ave. 12511 BUP2002-00522, MEC2002-00548 26 of 27 NOTICE. IF THE PRINT OR TYPE ON ANY IIIIIII I I I� I I I 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 III I I IIIIIII ' llllll 1 1 1 1 1 11 III 1 1 1 1 1 1 1 11( I I I I I I I III III I IIA I IIIIIII IIII)11 I l l l l l l I I I I I' I IIIIIII 1111111 L I I 111 ! 11; 1 1 1 1 1 1 1111 1 1 11 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I I I 4 I I ll I I g II g� I 10 I 11 1 ----_ _, ----� - -------- --- - _ _. 1 bM�IT IS DUE TU THE QUALITY OF THENo M J 5ra ►tIL:.,:........� � .: ORIGINAL DOCUMENT ��E 8IZ t3Z F111 t"'l 7, Ztil 8T L9T III II Illlillllll.11l►Ill�lllll�llllllllllllllll I I ii III .IIII IIII�IIIII ►lllllllf IIII IIIIIIIII 111 ►IIII 11 � I� IIll�ll111l111111111,II11111111111111lIIIL I !LI III IIIIIIIIII►111111111►L1111L11111111J�U111 ll III ul '�l/ISIGrvS �Y; Page 2 of 7 ER-5071 i 4.1 Assemblies are installed in accordance with this 4.3 Pipe insulation is listed by an approved agency Inc• e_d report and manufacturer's instructions. with a flOMW6pread rating not exceeding 25 and � I B O Evaluation S e ry t e e ,�-- - smokensity rating not exceeding 50. --- -- 4444 --- 5360 WORKMAN MILL ROAD WHIT-TIER. CALIFORNIA 90601-2299 4.2 Fire-resistive wall assemblies comply with this re- 1, 44F �(•. , r" `�[ A subs/d/ari. corporation of rhe International Conference of Building Officials port and the code. This report is subject to re-examination in one year. `" »•= c ' - _ WOOD EVALUATION REPORT ER-5071 JOISTS, GYPSUM WALLBOARD ; Base layer 5/e"type X gypsum wallboard applied at right angles to 2 x 10 wood joists He/ssued March 1, 1998 24"o.c.with 1'/-"Type W or S drywall screws 24"o.c.Face layer lie"type X gypsum r I �■ Gopvngrn � 1998'.CBO Evaivation Service ln: wallboard orgypsr um veneer base applied at right angles to joists with 11'/a"Type S Filing Category: FIRE-RESISTIVE CONSTRUCTION-Other Fire-resistive Construction (080) GENERAL NOTES ON FIGURES drywall screws 12" o.c. at ioints and intermediate joists and V/e" Type G drywall s _- screws 12"o.c.placed 2"back on either side of end joints.Joints offset 24"from base -- - la layer joints.'Wood 1 joists HILTI FIRIESTOP SYSTEMS (127 mm by 203 mm by 51 mm)ane are available rndivlduallp I supporting /1" plywood with exterior glue applied at right HILTI CONSTRUCTION CHEMICALS, INC. or In a case of 26 blocks 1 Assemblies:All fire-resistive assemblies must comply with Chapter 7 5 Two-Hour Fire-resistive Wood Floor/Chase Wall Assemblies: angles to joists with ed nails. trusg provides one hour fire resistance protection Approx.Ceiling m for wood framing,Including trusses. Weight: 5 psf N 5400 SOUTH 122ND EAST AVENUE 2,2.4 FS 635 Trowelable Firestop Compound:FS 635 Tro- of the code The minimum dimensions In figures also must be oh- a Floor: Lumber or plywood subtloor with lumber• plywood. or con- Fire Test: FM FC 172,2-25-72 Z r- TULSA, OKLAHOMA 74146actable Firestop Compound Is a cemenhUous, dry powde' served c(ele or gypsum topping finish must comply with Chapter 23 of the Sound Test: Estimated 0) �+ 1.0 SUt3JECT that Is misled with water to produce a pourable or trowelabis 2 Concrete and Concrete Masonry A•.semblies:The reinforced con- code O � material.Packaged In 40-pound(16, 1 kg)Containers,the ma- trete assemblies are either structural lightweight ornonnal•weightcon- b. Wood Joists: Nominal 2-by-10 or larger lumber joists with 1-b 3 Hllti FirestopSystems Crete and must comply with Chapter 19 of the code. Reinforced con- lumber bridging and fire-biocked ends must comply with Chapter 23 _ t- renal cures to toren a rigid lightweight barrier,suitable for fere ^____ .. Crete and masonry must comply with Chapter 21 of the code. of the code.Joest spacing is 16 Inches(456 min)on center. -^--'---- 4444 --- --___ __. 2.0 DESCRIPTION stopping large openings in walls and floors Two gallons of 3 Gypsum Wallboard and Stud Wall Assemblies: Q Clean, potable water are added to each container ancr c Furring Channels: No 25 gage (0.0209-inch) ((0.53 mm) steel LU Z 2.1 General: blended using a drill or mechanical mixer Application temper- a Steel Studs:Minimum No.25 gage(00209-inch)(0.53 mm),gal- channels.5/8 Inch(16 mm)deep by 11/2 Inches(38 mm)wide are Z Q (11 vanized steel studs measure at least 21/2 Inches(64 mm)wide` ` ex- fastened to wood joists.Spacing is 24 Inches(610 mm)on center 1n aur. a from 40F to 1101 4 4`C to 43°C nen 7I2 inch- Hi1U Flrestop Systems are designed to sell lnrough-peneh� tres ra • y ( ) WCopt Figures 18.19.22 and 24 where studs are minimum 3 � � g t tions In fire resistive walls and floors The systems describe;' stored at temperatures ranging from 40`F to 90`F 4 4°C to g P d. Gypsum Wallboard:Two layers of /s•mch•thick(16 mm,Type X P 9 9 ( as(89 mm)wide.Allowable spacing is u to 24 Inches(610 mm)on gypsum wallboard ceiling must comply with Chapter 25 of the code In Figures 1 through 20 are installed in steel or wood-framea 32.2'C)in original unopened containers the shelf life is one center.Studs must comply with Chapter 22 of the code. The base layer is fastened to the joists and the face layer is fastened (] I (L X gypsum wallboard partitions, concrete walls concrete floors year b. Wood Studs: Minimum nominal 2-by-4 wood studs must comply to the channels. with Chapter 23 of the code. The maximum spacing Is 16 Inches t` ana concrete masonry walls The F-ratings and T-ratings of 2.2.5 CP 642 Firestop Collar: CP 642 Firestop Collar Is a p g 6 Chase Wall: each assembly are noted in these figures zinc plated sheet steel housing containing intumpee-ent in (406 mm)on center _ LL las The product I5 packaged complete as single units Wier, c. Gypsum Wallboard:Two layers of 518-inch-thick(16 mm)Type X a Wood Studs: Single 2-by-6 or double 2-by•4 wood studs must Z 2.2 Materials: y p p g p g gypsum wallboard are required on each side of the wall assembly comply with Chapter 23 of the code Spacing up to 16 inches(406 the appropriate number of mounting tabs Included The Col- The wallboard must comply with Chapter 25 of the code. mm)on center is permitted C33ti ) (A 2.2.1 FS 601 Elastomeric Firestop Sealant FS 601 Elas tars are designed for plastic pipes used in dram waste or I y P •a,� : ,,,; rx, >z.P • , •r � ',, ,.l / .' s�l P r -1 tomenc Firestop Sealant is a silicone based material that re a One-Hour Fire-resistive Wood Floor/Chase Wall Assemblies: b. Sole Plate:Single 2-by-6 or two parallel 2•by•4lumber plates must M >- Cv P vented piping systems Including PVC ABS, FRPP and comply with Chapter 23 of the code t.Tifl ; Q Lel �, a. Floor: Lumber or plywood subfloor with lumber, plywood or con- � mains flexible atter curing Packaged In 10.5 and ..9 fluid C, VC Firestop sealant is used In the annular space where ounce(310.5 to 857.6 mL)cartridges and four- or five-gallon noted In Figures 2 4 and 10 Crete or gypsum topping finish must comply with Chapter 23 of the c. Top Plate: The double top plate Is constructed using either two GYPSUM WALLBOARD,WOOD STUDS code 2-by-6lumber plates or two parallel sets,of two 2-b -4lumber fates �• U (15 1 or 18.9 L)pails.FS 601 is designed ter metal pipe gene complying in with Chapter 23 of the code. y P Ono layer 5/e"type X gypsum wallboard or gypsum veneer base applied parallel or at - cW trations and fire rated construction joints The application 2.3 Installation: b. Wood Joists: Nominal 2-by-10 or larger lumber joists with 1-by 3 P Y 9 P - s right angles to each side of 2 x 4 wood studs 16"c,.c.with 1'/4"Type W drywall screws A lumber bridging and fire-blocked ends must comply with Chapter 23 d, Gypsurn Wallboard: One or two layers o1 /B-inch-thick(16 mm) 12"o.c. temperatures range from 35 F to 1001F (1.7°C to 37.7'C) The through-penetrating item, opening and related si- :dues of the code.Joists spacing is 16 inches 406 mm on center. P g ( ) Type X sum wallboard on each side o1 the wall must comp! with When stored at a maximum temperature of 90`F(32.2°C)in must be clean and free of all contaminants that may Inhibit c. Gypsum Wallboard:One layer of 5/8-inch-thick(16 mm)Type X C Chapter 25 of the code.When the double stud wall is constructed Joints staggered 16'on opposite sides.(LOAD-BEARING) � I original unopened containers the shelf lite is one year curing or adhesion Each system Is Installed according to Fig- __�� uric 1 through 20 gypsum wallboard ceiling must comply with Chapter 25 of the code. the penetrating pipe must be surrounded on all four sides with the 2.2.2 FS-ONE High Performance Intumescent Firestop g Tne wallboard Is directly attached to wood joists. wallboard. Thickness: 43/4" Sealant: FS-ONE Is an acryl,c-based intumescent sealant The openings must be included in;he opening limitations of Approx.Weight:7 psf that remains flexible after cunnU and expands when exposed Section 302.3 of ti-ie code for occupancy separations and Fire Test SWRI 01-45111-619,19-119-92 to heat, to impede the passage of flames. smoke and toxic Section 504 6 2 for area separaticn walls Installations mus: Sound Test See WP 3520 gases FS-ONE is a ane-part, ready-to-use sealant that was comply with Section 714 of the code Section 709.6 Describes requirements for penetrations In walls and partitions, includ (G3rH NG 246 , Designed to firestop insulated and noninsutated metallic • _ pipes, jacketed cables, cable bundles• and plastic pipes that ing the need for T-ratings Section 710.3 describes particular penetrate concrete concrete block,rnd requirements for penetrations in floors. including the need for p gypsum or wood tire- \� `�} �► �% n resistive construc FS-ONE is packaged In 10 1-fluid- ratings / ounce(298 7 mL)cartridges and 5-gallon(19 L)pails The ap 2.2.4 Identification: 10 plication temperature range is from 40`F to 100`F (4 4°C to ly Labels on containers identity the product name.the Hilti, Inc., 37 7°C)and the shelf lite is one year when stored in the un- • W C4 N opened original container at a temperature of 50°F to 100'F name and address. expiration date, storage Information and iw (10°C to 37.7`C) batch number _Z 0 0 O 2.2.3 FS 657 Fire Block Intumescent3.0 EVIDENCE SUBMITTED a Firestop Blocks:FS Z 657 Fire Block is a ready-to-use intumescent firestopping Reports a!tests complying with UBC Standards 7.1 and '-5, 0 W x foam block which expands when exposed to heat FS 637 descriptive literature and installation Instructior.s J a. LL. Flreblock is designed to protect large openings with multiple Q penetrations such as insulated and noninsuiatec metallic 4.0 FINDINGS pipes, cables. cable trays and plastic pipe. The Uorl'-s may That the Hilti Firestop Systems described in this report -� be friction-fitted into the opening and provide fire ratings up to comply with the 1997 Uniform Building Code-, subject U to k 4 hours Fireblocks measure 5 Inches by 8 inches by 2 inches to the following conditions: 0 D n @5o Lal Evaluanon reports of/CBO Evaluation Service,Inc.,are m5ued solely to provide in/ormation to Class A members of/CBO•utilLving the code upon which the report '-� cd g based.Evuluwwn reports are not to be construed as representing aesthersts or any otherauribufes not specif4call v addressed nor as an endorsement or recommen- O_O :hon for use of the sub/eco report. � �t This report is based upon independent tests or other technical data submitted by the appiscani.The ICBG Evaluanon Service,Inc..technical staff has nvlr-td the V t� rest results and/or other data.but does not possess test faciGges to make an independent verification.There u no warranty by 1CBO Eva/uanon Servu•e.ii r._.,express 9 or implied,as to any"Finding or other natter to the report or as to any product covered by the report.This duclarmer includes,but is not limited to.merchantability. a 'yYt Page 4 of 7 Page 5 04 6 ER-5071 Page 6 of 6 ER-5071 CV Figure 5 Figure 6 / _-- Motel Pips/Conduit Through 1-Hr. or 2-14r. Wud Floor Insuletod Motel Pip•/C•ndult Through I-Hr. or �- F Nail" = I-W or 24t, 2-Hr. Wood Floor A•seably _ T RdYig = I-#. or 2-4. __Fpure 9 F91" ID t►1Ri111(>}i Flperw I3 F1pt�r p }� F Rating = I-Mr. or 2-*. DwATED METAL P(FE Ila 6YPSIM VALL A T*LY CAILE BLKII-E T}Ri1G i4P, IR 2�t, GWI'1111 Y,LL ASSEOLY IULIPLE HCTAL PIPES 114R3UG4 UKRETE VALL IR AM. VALL MILTIFLE PGiETtATTIIa JUX TFrgE E 2gETE W11 W LAK VALL Lua►«r of Plywood subilow with T Rettig = 144. of 2-1}. :, L �- !��---- _ _ finish floor of lumber, plyw•s!, Yin. 3/4' depth H)ttl LW►•r or Plywood subtlesr with T IMMIX•I lot T■n m■r-4a L Hr:Ar Mrs.?Moi TL rr. f WIG•3.4R r saes-fat L EM 9 4WVle•f ttsYa R I lAT11G AT Mn• 4 awsQ R. T WIG•fill. T WIU'e}L L deli r 41n•t aW>i n• u or floor lopping ■Is9ure. --7 f5 601 E►utam•Nc 11n1/h lion a1 lumber, plywood, l lATIIG AT WT•IFSi Talk 1 ff1VIiG R. nor.,-v!v Z � U good Firer Assembly : Ddslgn F1res1• 5•wIBM •r pp mg ■Imre Yin. 3/4' d•pTh ter=►� 1 or 11••r t• IfRarr v;[V not-vny --T- Ne. L500 Series In rho U.L. HIIII 1`54HE Firestop good Floor Assembly i Design HIHi FS-ONE -�f• arTIN k-A 1-.i �n+T►=� Fire Resistance Directory S•elent No. 1_500 Safer In the U.L. FIr•,t•g $••lent A �- s rA S[[TOM i A �' 10 A Cb Fire Roslatonte Dlrect•r Secilon A-A �- ' T• View Sectlon A-A T -1---- , l' -° "' :' / --�-- -T- T• y dew / ' Q -' 2 L 0 qqw - -- O I M�k3l _J I - r _ r' la>olw rr 111 O �' L maA�E vxl+s>aar o re 1st�lTlxa -a ® �l pa"re 1. I L LQf1111M a Oht%MIT CME1E+Aar lea/4-LM 1Haz7 3 L OONETE CRBLOCK WALL GYP - i I s, f. SUM WAUASW-Me_Y p-mA OR irTRE q FRATTrx')• (24M SeMM `'� a MANIM sr.v 0,11 M a lr[a lsa LASKI LOU TRAY. E tIP®Mh tIA ITaM )aoai 1rMEirR IT41 i•PC amt tsalotll s of - 'n;• %'• =, a lQE la laIV1 (L Q'� 3 AAM MOW=T 1K r1I.MW GALES INT a UO VB'rill TIE ULE HIT i Gypsum Well Assembly i I-Hr. or A .I 1 CAM Belau M am=f Ale'ff TE raiDm �a.A 5 A.7/I al¢nus a"D(LwIIL-u GULL Top �-- 1.1 1 Iix n MOIL WM CA:=AiD Ala LCEEY �--,�-� 2-W. F►r•-R•Sing I2-Fie. rhr.n) A wane,7,C la to otos ar.l. Plait Plate 1 WAX a FW w.14 iuJ3W GaE L BL 0 IIm IL 14 foal MOW OILS. G 16 s miLoL rLL L 24 FWWZ CAU(i►L LR'N*M. Gypsum Call Assembly I-hr. or Max. 2' did. steel pipe (Soh. 40 or heir lor), L P131%4TU rV1 fl E W[F M FILL NK:!AW r►OPS&)iQ49MI 0 2. A.34 11!ni IQN.�1 Y(AIE -Hr. Flr+-Reiing 12-hr. •hewn) copper pipe, stool uadult, •r CYT \ G 24 iII B AS rElAl-CLAi riALE " W a rim awn,N A 1E w IMML elaeoi 7i 11 ret G Esr. • t 1.GYPSUM WALLASSE►OLy(I44R FIRE•AAIINGi r.NUMA i s OIETOt r» KML ONLL S INC 1 ry TWO iI1QV QLBax a EA1rT IBmTT Bal 35 PO)QdtY F71ER IfITT VIII Was. I/2 thick gloss 11►•r pipe Inwletlrn, L CDOCTE oast AfSEIIIt'tl HA rDiE4tA7/A� ALL 1ttVRi eoQT•7[sit a[mevo nHesart r:ttsTlei IL HaT1 rI41E ate fE7�DT I1�T�tE1LYT, n L0TTV1XkT IN w,sel I�rt Cee.1[';vitt nsL 4 1/? rano S*XMX 2'UI[E RNLE A K 1 UNNTDI Or iR F VE IMUIVllb Z 07 Yds. 1' did. stes! pips (Sch•duH• w tea. 3/4' ?%let AB/PVC FIu111• Few 2 PEI[TlATTIG ITDI r0 E INE Cr TW FT]LLlVDL A WON ST)EI11,FM A flit i1E-iATBd,• B CaWlIEMBuxxwAu l 7A IL Y AVG GALL Will the AM 1 sc IL B amm OA Cal VP XF1 40 •r heavier), copper pipe, •r ENT 1 INIM!-LI'=a•Tti FD[A 21st fr�41ATIG E 116=0><tOOsil XM M L1[Il PIK aDC U.E a Ot KWNEt1 L 25 FW 11124 AI,G TMMM M LE IOIAi'aI M PIC AtO, (\ I► 1► A"am W tocol 11000" trm.PrrE 40011r a at wwsu a sg loTt ars 4 /4'11 a rata e/C An s.coon GIG tO 1La0Al fiat CJI �lr ?nett, a grnrrws ►••/ •1 Hlttl FS-ONE 1 WHIM 6'kDOML>IAYEiER CBPPQt PEE ommKHM1 MUM/'IOOLM.I(M4ETE!a'A0 PR[-[TEi1[OW,Ot(IT. -,aK r 6 MKA!oA alAs tr1'lu,L Z � CV PEissi • gc Firm b••/ a nt FS 601 FHnstep Soelent at 1M top plot• C&4m 4.NNW 7a1we [IT, [11alLL 4.rWK IIT leant 1AE A RMU XM rATMilL m WMI IQn rt 635 7.illi[1`101 r7[LET Qr Tplt i 7 VtST�6.,:1 ger,t1P WAU I i 1 TWIM 4'IOast)aAIFA E/T. IQi1 S r 1 rAis M Tinu, Q M 33Z •t TID.QAeIr.r'XMM Mostpe RSWG rM"Die Ix/C Oa�.l4 alals. �g�p�� O � T ZONE F rlc o instep orient or HIM --- 3 NtT 2 T►101 lOLDV CYUIaRIIII Ff�Vr 1F)RTY Oa4 u r'CJ7[L1SS rete all7r VRN L Goa o nu, rwslrt Ss O►tlDss-SST1Dr< ANA❑rrolo4u L INwH 2-1rC 1[PTH HIAA rT GIS Tloy1i11LL fR�lD11111a1 iZ AM1A!tl1ACE¢ R+RX CAMM. VIT1 1100iMH4rDl�s 1B J6ICQ V' VIX FS-ONE Firestop $coterie at tM top plate Mel.. I. Yrwler spa41ace et fico• •p•mnq 4'. 4L ONSIX AM?Rft IPST t arAM V1Tl DtMpTtel nlaMM rte-.,Mni 3.NULA V*M•NWN L4%iomIM 3//'. 1t u1111 dila!•:/! W L lit liter p e In : cin I/8' to was. son. when glos. 4.MMM W EPTI MR rl-OL NUE-Sg.-IT riearip IFAArl. 4.rim SLI1W WIT E retell VITI VM1.=rN1 M ErlDe tP 10 tr&Va W 1i••r pip• insvist,•n a used. a+1 mm. 1/8' t• mss. S MN"Ire OWI iaT1 FS-K D IM=NT rNEM tF"?Ar paw 7 CDIT97 8 MUM 90 rE Plc W UaF Faf]g MC■IMIp r,NUM 4-vr. 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