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8048 SW SHAFFER LANE-3 to Lor ... 84 70 80 60 40 30 20 10 0 AVIER E RUFDA A--, c �f UAD Hy 000 no, D) PORTLAND, OREGON �. E u." N A T U A MM �, o� u 6T � 0 Lj on ED)W � � �� � CO� Nd Q � � A w ARCHQTEGTINDEX x OF C�F�A, WI��GS 0 MtlfYlt � N SELIG LEE i RUEDA ARCHITECTS and PLANNERS 0 213 SW ASH ST. 22� -0173 ARCHITECTURAL 8TRUCTURAL ao � � 0. PORTLAND, OREGON E7204 1.10 COVER SHEET 14.1 STRUCTURAL NOTES AND GENERAL DETAILS S11"E PLAN 14.2 FOUNDATION PLAN AND DETAILS - AREA 'A' 1.2 SITE SURvE'Y" 14.3 FOUNDATION PLAN AND DETAILS - AREA '�3' a 13 GRADING= AND PLANTING PLAN 14.4 F��%Ui�lDATION PLAN AN - � ' a ^ � TRU D DETAILS AREA C 1.4 SITE PLAN - EXDD � 14 .5 FOUNDATION PLAN AND DETAILS - AREA 'D' 14.Co COVERi2LU WALK - PLANS AND DETAILS V N 14.1 GYM WALL ELEVATIONS AND DETAILS ` E GOTCHALL AND ASSOCIATES 2-2.� DEMOIr`'LAN w Q KEY PAN 14-8 ROOF FRAMING PLAN AND DETAILS - AREA 'A' 2328 SE WASHINGTON ST. 65C�-5913 2.2 FLOOR PLAN - AREA 'A' 14.9 ROOF FRAMING PLAN AN _ D DETAILS V 23 FLOOR PLAN - AREA 'B' 14.10 ROOF FRAMING PLAN AND DETAILS AREA 'C' B� MILWAUKIE, OREGON 97222 2.4 FLOOR PLAN - A LS - AREA C �n AREA C 14.11 ROOF FRAMING PLAN AND DETAILS - AREA 'D' x 2.5 FLOOR PLAN - AREA 'D' 14.12 ROOF FRAMING DETAILS U IL M E 14.13 ROOF FR,4MIN<.s DETAILS C A 3.1 REFLECTED CEILING PLAN I a U �J � � � L��- 1414 FRAMING DETAIL - AREA C 3.2 FINISH DETAILS 14.15 FR.41"11NG DETAILS - AREA 'D' ul d ^l MANFULL-CURTIS INC. 4.1 ROOF PLAN FRAMING DETAILS 10700 S.W. BEAVERTON HWY. SUITE 315 643-'6761 4.2 ROOF DETAILS M E C H A N I C A L s5-1 EXTERIGi', ELE1iATION�� BEAVERTON,OREGON 3 97005 6.1 COVERED WALK - ALTERNATE NO. 2 15Z LEGEND, SCHEDULES AND DRAWING INDEX 15.1 EX15TING SITE PLAN BULD INC AND WALL. SECTION%.01S 15.2 1.2 FLOOR PLAN ARE � A _ PLUMBING QC)" A � FLOOR PLAN AREA , 3 PLUMBINGELEk( WALL SECTIONS I53 w � -- - 1.3 BUILDING AND WALL SECTIONS 15.4 FLOOR PLAN - ARZEA 'C' - PLUMBING � CUNDIFF ENGINEERING INC. 1.4 (WALL 5ECTION3 15.5 FLOOR PLAN '- AREA 'D' - PLUMBING 1.5 BUILDING AND WALL SECTIONS 15.6 PARTIAL PLAN PLUMBING - &M S.W. CANYON ROAD, SUITE 205 297-7738 15.1 DETAILS - PLU,-151NG BEAVERTON, OREGON 8.1 DOOR AND WINDOW DETAILS 15.8 F=LOOR PLAN - AREA 'A AND 'B' - HVAC 97225 15.9 FLOOR PLAN - AREA 'C' - HVAC �� 9.) MISCELLANEOUS DETAILS 15.10 FLUOR PLAN - AREA 'D' - HVAC, 8E000DVH C 9.2 MISCELLANEOUS DETAILS 15.11 f--"/ART. PLANS AND SECTIONS >24 15.12 ROOF PLAN - HVAC 4 PL UMB I NG � I HALLii�A X0.1 INTERIOR ELEVATIONS 15.13 DE 1 .41L5 HVAC a Y ASSOCIATES 0.2 IN 1 ERIOR ELEVATIONS 15.14 DETAILS HVAC 10-3 INTERIOR ELEVATIONS 15.15 SCHEDULES - HVAC 656 N.W. NORWOOD 360-834-6657 10.4 INTERIOR ELEVATIONS 15.1ro CONTROLS CAMAS, WASHINGTON 98607 10.5 INTERIOR ELEVATIONS 15.11 CONTROLS 12.1 CA51NETELEVATIONS ELECTRICAL r� ,v �►� ,A'� KITCHEN 16.0 5YM50L SCHEDULE, ABBREVIATIONS AND NOTES � A 16.1 ELECTRICAL SITE PLAN 13.1 FOOD SERVICE EG�UIPI"iENT FLAN 16.2 13.2 PLU"1BING/MECHANICAFLOOR PLAN -- AREA 'A' LIGHTING PLAN - KITCHEN L NG � 13.3 ELECTRICAL REFRIGERATION PLAN - KITCHEN 16 3 FLOOR PLAN - AREA 'A' POWER AND SIGNALI&AF!FLOOR PLAN - AREA 'B' ICI-1T1 WALK IN DETAILS - KITCHEN L NCS, POWER AND SIGNAL GENERAL NATES «� � / 13.4 10.5 F - �L J 13.5 FABRICATION DETAILS - KITCHEN FLOOR PLAN AREA 'C' LIGHTING, POWER AND SIGNAL VERIFY .c1,1_L E�c18TINr� �t,Jl(„pING GCJM!'jITIONB AND DIMENSIONS. ".- COMMON ,Ae5�viATIONB 1ra.ro FLOOR PLAN - AREA 'D' L ItsHTING - ;� � s FOF ■ FACE 01" FINISH ih.1 FLOOR PLAN - AREA 'D' POWER AND SIGNAL FOC . FACEof BRICK •„ol,,. l�s i(o.8 MECHANICAL ROOMS LIGHTING, POWER b FOU ■ :ACE of caNCRETF AND SIGNAL Fl_OOR PLANS Q 64, FOU1 1=A:E CV UJaL.L VT' VENEER PLASTER t C,J ' O�NTROLJOINT �` ` iw.9 EXISTING LIGHTING, POWER AND SIGNAL FLOOR PLAN Ed . E;(PATRICT URNI 16.10 MECHANICAL ROOM 201 AND ONE LINE DPGI • OINT DISTRICT RJRoN19NED GUNTR.Qr";TpR INSTALLED TDP. 14U�e�'"ET "'&"t" POWER RISER D I AGRAI'1 CITY OF TI�ARO CAS • AT EXTERIOR - CATC44 BAOOA �- AT INTERIOR - C"ALK BOAR '``'�4Tti�. 1(o.il SCHEDULES AND DETAI Am""d.......................................... ct� � MD C F7r MARKER dOARU L �ondltlonelly Annrovga 10.12 ........ : d SCHEDULES For ont��!h^ ,,,•••tt • i�- ( �.NT'D■■ VINYL COVERED TACKDOARD �yP. LAM ■ PLASTIC LAMINATE � �` 5681 ? +- S,S. • 9TAINLE88 STEEL �� .. ....-� .. . .. ................( �: P.T. ■ PAPER PA EL D 1b► � � ...... ....... ..... 9 X421000 TPV • TOILET PAPER DI P 14M. m O METAL S.V. ■ B+4EE VVINYL Job Addronz: VCT ■ '✓1NYL COMPOSITE TILE CPT ■ ^4RPET , MNrT Y MAP 81 C.I. - CERAMIC TILE By: 0.+0 N.T.S. V-CIN J APPROVED PLANS MUG T BE ON JOLT >i 'E 0 * 0 so 8048 SW Shaffer SIT 95-0036 so 60 ao 30 :'.0 Vc3/28/%10 BLIP 95-0428 SIT 95••0045 BUP 95-0501 1 of 52 t IF THIS NOTICE APPLARS CLEARER THAN THE ULr 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED AV IIII j I I i{ IIII IIIIIII�I(I(!CA NCH i I(I(I(I+!(III I I(I+I�I�I(I(I(I I(i(I(ill(i(I I 11�1(I I i(I(I(I�!(i(i 11(I(i(i�i�l(I I I(i(I(I�i(Ijl 1 !(I(i(i�i(I�IO 1 1(1(1'1(1(1(111(11!j) I�I��! 1 IMhp�! 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P Nt3 LOT U j 1 I I ( �_ � � r � I I f+IG ARKI 12 --F' > 10 ... - UTILITY • 41 M t • 1 - -.� � , I t I I �t a ( 1 cv EASEMENT 1e I is ,� - — �..� -- ` APRON I , wa J C I 3 - W ,7 SI�rE SUMMARY l PROPERTY __ _. ..._ -- - - - - ._ � ._w __ _ '� .._ -- .-�-�--_ -- _ _ ----- ------. _.�-- _ - --- APPROX $F) Q) E>CiST GRAVEL RC.7,4D NsTRIUCTION U A ILEA ADDITIONS • 3C .420 SF -- -- ss AR'EA OF EXtBt'G . :315 5F -'_._._-" --•-_�- . ._,.. . . _. . _.. ._. -- AREA TOTAL Dl.:X3 63118 Sr LT�r CF CONBTp JCT1ON ' `ORARY CHAIN L W PENCE LOT SIZE: 8,4;21 A � I EXIST BLDG: 35029 SF . 3GJ42F0 SF (NEW) PORTAELE: 3360 SF (TO E* REMOVED e36) PAVING: 69298 SF . 400a� 3F (NEW) LANDSCAPE 261-701 SF (219261 9F AFTER NEW ADDITION) SITE NOTES I I i -� 2, 2.,r . ._ .�._ . ._.. _. . —. ._ . ._.._. . J I CsItADES Sb1t011�1 .4RE EXINTING. REFER TO GRAUIhKs PLAN FOR NEW GRADES 4 8' 7 D16COINECT POUER, INTERC01`M, FIRE ALARM AND REMOVE LINES ' - I AND COpVDUIT PKCJI'•'I Ro(0 • AND BLDG. PATCH TO MATCH EXIST PORTABLES TO RELOCATED UNDER SEPARATE CONTRACT IN N�JMMER OF: 1996 j - O ,..• - •..'• 3 3 REPAINT PAlWGING LINER (9hK�U,N DASHED) � Z y •_'�, i O PAINT PARKING L IVES BLACK cc 1 r I O INSTALL EXf}QIJDFD CONCRETE CURD W1-1(_W PREVIOUSLY REMOVED C� �1 RELOCATE EXISTING TRASH lSIN AND REMOVE C"OrIG CURD AND SL•`d � CN "4 VERT E.., 1910, OC EA U1A`r O EXIST CRICK PAVERS AND FLAG POLE TO W.WAIN I O4' GONG PAT; AND BIKE RACK C► GRAVEL ��f'ROtV I-1/2'-0' ROClG BASE 9'DEEP I ` �r ` r t0 REMOVE EXIST TIES 3 04 tt DEMOLISH ExIST WALK SEE DWG 2.1, DWG 2., DWG 2.4 j t I I ( �• SEE PLAN 50EETS FOR NEW PAVING r a -fin _ 00 O cp - - --- - _ - 13 RELOCATE ZXIST NNED TO PLA-ticlELD o � C� - i , t4 EXI6TING WATER MFTER �..� V► aREMOVE EXIST FENCE 21, t es i FT HIGW CHAIN L INK FENCE (SEE DWG 13 FOR ADDITIONAL FENCING) _. - Cl 17 EXIST CHAIN LINK FENCE TO REMAIN PROPERTY UNE ' E 5421011 t!!) REMOVE TREE 4 GURI5 AND PAVE FOR NEW HC pARKING SPACE NORTH r� C O(NIC WALL PAIIJT NC SYMBOLS (3) 4 INSTALL '4r- i'"ARKIW-1 SIGNS (3) FER CODE �Q - - _ %M RANSEE DWG 13 ROR 61TE DETAILS I,1 I/2 ' = I '-0' CONCI�U!-+L.L. M 80 70 Sfa z0 10 8046 SW Shaffer SIT 95-0036 o 40 30 S HUP 91-0428 S17 95-0045 BUP 9 -0501 2 of 52 , .4 Lop IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 1998 DOCUMENT,THF,DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1111II��I lIII II KWA MCHIII f l�I�I�I`I�l�I I l�I�I�I�I�I�111 I�I�I�,jl�l�l t i�����1�1�1(I ; I�I�IjI(I�i(I 1 I�I�i�l�i�1�1 f I�I(I�I�l�ljl`I I�I�I�I�I�I�I�I 11�1�1 I�I�I�I lilil�i ! Ili III,►111111►ilill►11111l11�1l►111111,►!►i111111111n11n11111111111 Illlilln llnl(lu11n11u11hn11.nIInnln11T,:11611111I111I11111n1�lnlllnl1111Nnlllnllni► n1111u1 1111l11ul�il+r1 Illlhlll,nulllu ullbll► Inllllll unllln nn111111u11lIn� ' 19"r, lfl 60 ' 40 30 20 f0 0 .. (47 I POOFIDOND topEXTENDED DRY j'l�✓iC_/ � . ,.; ' " , DETENTION POND 8EE La POR ILAND, OREGON daft . .. -- - - PROPERTY UNE' ' ""' �' PRrvF Kmv y I - _ . I IJ Alf AVIOv1E �EX16T • I t'X� At�D LNVE Of �` – '1 16 PAIrC� EXr6T / 6PACZ6 CIJl�!/ EXIST B= • 5 l M I ( I 46 I ( a " , I I I _ N c I IIID i n AIM rrlt+: A�DOMON O lam M" A DUF6UIM GEi�f►E•fl �.� F !'.1�./• • M&W • loo'-W 2 ` :i i �,r•s>j., • Ii4.a' 100"-0' _ �•� �`� �•� �•� �•� i s� s� ty •� ` ` I , I 1 �"..1 44, r7 f- 04 \u Ik � � ,. ' '• f I �0 Fill � EXIGT AM CIGINTOM /Map NEW • I ' "^ ' I cs$tAw Ll J i til 054 I r / _ •• _.'_- ---- _,....__yam- 7' -- - -- -• ' I� ��T•._ -• _ ...,., ) , �- ..,, �; III I _ PROPERTY UNE - \\ � � \ 1 Vin\h\ w••• '�Q.. v� _ '.- - _ ,---______._______._._. ___. ______ ._ . __ - _ _ - ` �Q EXI6TMG CsRAWL ROAD EXTI�DED CCJNC. GUR>L'S 6, E _� - _ _----- --_—---------___--_—_._____ t LEGEND (�-- CONC WALK TOP SOIL ' •' ' • .: • ASPHALT IC PAvINGI t . . . . . TO ' SOIL lip– �L I I _ _- -- ~ C. 1 EEXI6TING 83 Oi�NIC rv3 E�RH4 � �+ ` NOTES � DP>'T51mlm 1,3 3/4 . it-of � 4' 4a. PIPE I'-6 I LOIS GP ADE. LAP Ew.)6 a , 1 � AND Ext>� Z' YOND CUI�a OR u�.ArC I Al TOOLED EDGES I - z� CIMOUND CO . E;aP'r A C2$4ALT CONC WALK KuwlcKrMUCK rte•, ' WALK -----r.� EXIST G1,1� � � , , � ►..,� ' TO REMAM - cv I 3 GOvER 6T A&PNALTIC PAVI '`t 4' c C"IN L FENCE W/ ' CoATQ cr GiRAVEEL� 01 ' ►, - - J D1bm2O2i9 .3 s/4 • V-0' 4g DEGfQZE Ca EDGE I I I tq TOP SOIL d GRAVEL • AM SALT � I 5 t 13 3/4'. I'-10' D1bo2�8 - - � � v 1 A tl`!I TRACTIaN JONT(CJ) 5) EXPANSIGN JOINT(EJ) -- CKNESS OF (TYPICAL) S " GONG WALK w� evens empee 010100 GRIND ONION 11110 � o..� ` H, • . • ' . .. . . PROPERTY UNE .11..1.,,�. , GRAVEL GRAvE:L - a` I 13 GRADIWA AND PLANrNG rLAN 86 J�P� DETAL.18 b6 C�C�NC/C;�iAVQ. � 13 3/4' 1'-rv' �«� 1s ' - • D1�3Q)Z�I 13 3/4'• 1'-rD' Gel's _ • t so 70 60 so .o ao !o �o mg/2t3/°�5 8048 SW Shaffer SIT 95.0038 BUP 95-0428 SIT 95-0045 81 IP 95-0501 3 of 52 F IF THIS NOTICE APPEARS CLEARER THAN TETE OUT 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1�i�lil,!Illi it lil �i� {�i�I�il��i�i+i 1l1i1i1!1i { lIr�r,i1ljiCi { ilillJ{ll1{jl { i({1I1{1i1{1{ ! 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'+,�• ,� / /r .�• _ 'r ._...._.__ - PROPERTY UNE NOTES __ -_ i -•�� y I CIO ! ~ EXISTiNG PLAY FI L U — CTRASS O ExTEfWNED DRY DETCNTIc;hl PC)ND DETAIL6 TO DE 166UEp DY A,DD�r1 I � ' D16C,OP1VCT EXOTM 12' 60 �N EX16TINI2 P.VWW-. LOT CO lC8—:1 • ..� AND FWC NWCT TO NEW 12' 60 TO EXTENDED DRY DETENT10,4 PO1+1D 6EE t W—CNANICAL DWG6 FOR i'JUI!_DMG DRAIN LINES, ! C14 z 6-1 I ! i I • s, r •� OA• Ol• O��•YOlir�� �• �� err.._ �� �. �� v.w+ hitpPERTY UIVF 9�'?I®14 NORTH 58 CTE PLAN - EX MNDED !�Y ISE I tNI 10 N (EXQD) 1.4 so 8048 SW Shatter SIT 95-0036 70 80 60 ,0 BUP 95-0428 SIT 95-0045 90 20 io 8 � '� ✓ BUP 95.0501 4 of 52 IF THIS NOTICE APPEARS CLEARER Th AN 'THE OUT- 7 1998 DOCUMENT,'1, 'E L'10CUMENT IS OF MARGINAL DUALITY• MICROFILMED 1!l!!I�!!II!�I !I!�i!lil!!il I!i!Ili+Ilill I'I'!i!ill+illlill I!i!Illilll;l i ;!�l�jl� (!i!I I Illiill Illi I i!I!1!I 1!I!I I I!!!I!I Illi! i I!I!I!I i!i I!' 1 � i I I I i i I I I i I ( I.. 104,1 1 mwr IN CIIIIM LIi!Ii'lill�llllili!IilllIINII(If!(Ili lllt!III(II(((ltlll 1(II!tl(I ((!I!(lit ►fli!!itl i(( a �'"� t (!n (Inl(nlinslllnt !n(I!�n mtiltnlunlu!! I(ulnnllnll!nll;(nlnn!nI!�sn►ut!lu!I nitl!!n n(ilntt�iii!!nt� t!nitrs tl!I!!!!! n(ihm !ntlnu ttssltsn n(illntlisnlsll�lll tics ?U b° �. 50 40 30 20 ° - -SAME SIZE 4 SPACING AS STRUCTURAL NOTES > ► LOADS HORIZONTALS �<�� JFF�`� F.4Fl` l1NS�- = ��' z `ff(J F.' BT11,N EA 5rup 1 SOIL BEARING PRESSURE - 2000 PSF PER REPORT BY GEO ENGINEERS. GATED SEP. 13, 1995 lslltEt3 1N �--ONE LAYER 3002. ROOF UVE LOAD - 25 PSF (DRIFTED SNOW PER SERO SN 1. GLUE (AMINATED MEMBERS - OW LOAD ANALISIS FOR OREGON) SPECIES D. FIR-LARCH (yp BLDG PAPER -- STUD .JALLS 3. WIND LO.D - 80 MPH, EXPOSURE D (1991 UBC, FIGURE 23-1) A. BEAMS Fb = 2200 PSI - -- ------ - !_ BETWEEN WOOD POSITION16 VARY 4, SEISMIC ZONE 3 (1991 UBC, FIGURE 23•-2) CAMBER = SPAN/40G, EXCFPT AS NOTED INGLE CURTAIN F� INF 4 CONCRETE / SEE FLAN* 5. FLOOR LOADS NO CAMBER AT MEMBERS IN I JOIST SPACES onto" wALLS-l�/-SA. MECHANICAL ROOMS - 60 PSF (REINFORCED LOCALLY) B. COLUMNS Fc _ 2100 PSI, Fb - [200 PSI TOP PLATE STEEL _ C. USE. WATERPROOF ADHESIVE 9 �� r G. MANUFACTURE PER 1991 EDITION OF 1NE 'UNIFORM 801-L)ING CODE`, STANDARDS 25-IU AND TAP 2 TUBE - V`~ 01H THE ADDITIONAL REQUIREMENT TNA' THE MOISTURE CONTENT AT THE TIME OF � L 00 e T t PICAL MIN - COLUMN ., 1 MANIJFACIURE SHALL NOT EXCEED 12 L 1. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL. DIMENSIONS AND ELEVATIONS ON 'HE 2. FRAMING LUMBER GRADES - 19:1 WWPA GRADING RULES - STRESS VALUES SHOWN ARE F XF' 6-30--97 STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SHALL NOTIFY THE ARCHITECT v ANY BASE MEMBER VA;UES DISCREPANCIES OR INCONSISTENCIES, PRIG., TO STARTING CONSTRUCTION. 2x4 STUDS SPACING a5 LEDGER AME SIZE 4 ALL PHASES OF THE WGT:K SHALL CONFORM TO PIE STANDARDS OF THE 1991 EDITKN! `Sf .HE (NON BEARING PARTITIONS) --------•_ CONST GRADE, C.FIRAMCH, S.DRY, Fb=1000 HORIZONTALS- 'UNIFORM BUILDING CODE' AS A MIN;MUM STANDARD OF PERFORMANCE.- 2. STRUCTURAL LIGHT FRAMING --------- NO. 2, D.FIRAARCH, S.DRY, Fb=875 TS LINTEL 3. THE CONTRACTOR SHALL CUORDNATE Ail BRICK VENEER, OPENINGS, SLEEVES, INSERTS, STRUCTURAL JOISTS & PLANKS \ R BEAM DRAINS, SLOPES, DEPRESSED AREAS, AND RELATED EQUIPMENT +ATH ALL OTHER DRAWINGS. (INCLUDES 2x6 & 20 STUDS) ------ N0. 2, D.FIR/LARCH, S.DRY, Fb-875 --- -- GONG WALL ------ - 4. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT PIE FINISHED STRUCTURE. THEY 4x & 3x MEMBERS -------------__-- NO. 1, D.F1R CH S.GR DO POSTS & TIMBERS -----•-----_----_ �+'R N, Fb 1000 NOT INDICATE THE METIIUO Of CONSTRUCTION, UNLESS OMER'MS•E NOTED. THE CONTRACTOR NO. 1, D.FlR/LARCH, S.GRN, fb=1200 154 DIA. POWDER SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY 1`U PROTECT THE STRUCTURE, WORKMEN •••• 41 & 3A MEMBERS IN EXPOSED LOCATIONS SHALL BE FREE OF WANE 9 -� AND OTHER PERSONS AND PROPERTY. THE CONTRACTOR SHALL ENGAGE AT HIS •••` AND SELECTED FOR APPEARANCE ACTUATED FASTENERS 2x PLATE QUALIFIED PERSONS TO DETERMINE AL. NECESSARY PRECAUTIONARY MEASURES AND TOINSPECT3. PLYWOOD SHEATHING ---- NOTE ALL PANELS TO BE OF 5 PLY CONSTRUCTION (MIN) A* MAX. Z'-0" O/G OR TRIMMER SAME AT "SITE. A GRADES - a V) '"_-" §' USE EXCEPT ;1J+-4EF�E 'SANS GALL 1. ROOFS -- ANY OF THE FOl1UWINc- o UJ!`��•1-S / nau - a. 5 8', •C-0 PLUGGEU•, GROUP 1, INTERIOR APA NTH EXTERIOR GLUE _ SLE GU TAIN SRT NO I SPEc�AI N2 r,UQh INF b. 5 8', "UNDERLAY11EN1', GROUP 1, INTERIOR APA MTH EXTERIOR GLI F c. 5/8', 'Sl'JRD-I-rl O0R', GROUP 1, SPAN INDEX 20, INTERIOR APA WITH EXTERIOR GLUE Q SPECIAL INSPECTION BY AN INDEPENDENT TESTING LABORATORY, PER SECTION 306 OF' THE 'UNIFORM (INSTALL PLYWOOD WITH PLUGGED FACE UP) N S CIO WALL CORNER DETAILS BUILDING CODE', IS REQUIRED FOR THE FOLLOWING PHASES OF CONSTRUCTION 2• FI.00RS •-; . T1�&l WOOD LEDGER/PLATE 1 TUBE DETAILS n. 5i8 , C-0 GROUP 1, INDEX 40/20, INTERIOR APA WITH EXTERIOR GLUE 14,•1 �/4" I'-O' " - -. I. SRUC1i'RAL FILLS 3. WALLS -- 1�'2 •C-D', GROUP 1, INDEX 32/16, INTERIOR APA WITH EXTERIOR GLUE � � � DE-G01 3, • I,_O„ 1. C(NCRM WORK (INCLUDES FOUNDATION WORK) S. NAILING REQUIREMENTS i4.1 4 DE-G®? 14.1 3�4" . I'_Pa" DE-G03 3. S'RUCTURAL '4EL.DINC (SHOP AND FIELD) 1. NAIL SIZE -- USE 8d COMMON 4. STEEL DECK WELDING 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS z � a. PANEL EDGES ----- 6. 0/C ,/ N COPIES OF THE INSPECTION REPORTS SHAM BE SENT TO THE BUILDING OFFICIAL, OWNER, b. INTERIOR BEARINGS - 12' O/C - WALLS & ROOFS 1 T` OPENINGS TRIPLE STUD COF,TRACTOR, ARCHITECT /-ND ENGINEER - REFER TO SPECIFICATIONS. - 10" 0/C - FLOORS 0)I~ /� J WALL-SEE PL N c. GLUE LAM BEAMS, SHEAR COLLECTORS & ETC ---- 6' 0/C a - > 6' - 3. PRO'ADE 2x SOLID BLOCKINr AT PANEL EDGES OF WALL SHEATHING. 0 FULL HEIGHT STUD ---- �`- ?X COLUMN ='� -J bll�kiS?I�B4LL�PAIl;M 4. SHEATHING CONNECTORS SHALL PE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. 46 OPENINGS< b' - Dt3L STUD C. PANEL LAYOUT a 4 EACH SIDE + ?iC EA SIDE I. PRESSURE fREATFD .... SEE SPECIFICATIONS I. LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING, EXCEPT PANELS AT O 2x FLAT! I I ( 2. ME SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALL:,. THE TOPS OF AIL WALLS MAY BE INSTALLED VERTICALLY. PLYWOOM FILLER L` FOUNDATIO! WALLS SHALL BE SMOOTH AND LEVEL. THE TOPS OI- FOUNDATION WALLS SHALL BE 2. END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. d CONSIDEREE LEVEL WHEN 111E MAXIMUM DEVIATION FROM GRADE I: -4/'- 1/6 INCH AAD THE J. MINIMUM PANEL WIDTH SHALL. BE 12- HEADER 2 � � p 2 / - Ibd • Ib".- _ _ EA SIDE DEPRESSICN BETWEEN HIGH SPOTS IS NOT CREATE , THAN 1/8 INCH ALONG A 10 FLIT STRAIGHT EDr,E. 4. EDGES OF ALL PANELS LESS THAN 24' WIDE SHALL BACKED BY BLOCKING (2x4 MIN SIZE). r 1-IE�4DER SCHEDULE + ^��-` 5- 2x COLUMN 3. 1He SP�.gNG AND SIZE of ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS, W1 T TREADS 4. FRAMING ANCHORS AND JOIST HANGERS 0 �` - DETAILS ARE SHOWN WITH SIMPSON STRONG-TIE• CONNECTORS. NAILING SH a. + 2x EA SIDE kEQUIRED AT ANCHOR BOLTS. ALL BE PER (CBO T' j STUD SIZE - - + GL BEAM 4, LOCATE AN ANCHOR BOLT AT 6` MINIMUM TO 12' MAXIMUM rROM ENDS OF EACH PIECE. RESEARCH RECOMMENDATIONS NO. 1211 AND 1258 TO ACHIEVE FULL ICBO APPROVED LOADS � �r""�••�� ?-Ibd 3" + SCE PLAN FOR SIZE • 63/4" WIDE_GIL 5. EAiH LENGTH OF PLATE 10 HAVE A MINIMUM OF TWO ANCHOR BOLTS. USE .....'U" SERIES HANGERS WHERE 1x JOISTS FRAME INTO THE SIDES OF MEMBf.RS • EA -- HEADER- SEE SCHEDULE SPAN _ _ 6. INSTALL EXTRA ANCHOR BOLTS AS REpJIRED, WHERE PLATE IS CUT OR NOTCHED. `NU" SERIES GANGERS WHERE Jx OR 4x MEMBERS FRAME INTO THE SIDES OF MEMBERS l -_ 2X4 W�.LL 2x6 W�1!_L 2x8 UJ,4LL 7 BOLTS 10 BE ASTM A307 WITH STANDARD P.� T HEAD OR EQUAL DEFORMATION IN THE EMBEDDED 'HU' SERIES HANGERS WHERE 3-1/8' & 5-1/8' CLUE lAA'INATED MEMBERS FRAME INTO I� O 4-2x COLUMN PORTION. THE SIDES OF OTHER BEAMS, EXCEPT WHERE OTHER HANGERS ARE DETAILED N t0 4'-0 ?-2x(� ,�-2x4 -7X4 - -�'- REQulRED eM''Q�j 'U 3510/14' HANGERS AT 11-7/8' T,A/35C & 14' TJI/35C SINGLE CRIPPLE • OPENING LESS THAN PFT. [4' to 6' ., „ + 2x EA SIDE QIAtdEITtB LEBFIG. Slt_LL pLA►T��& GOLLY TppS `U3516/20' HANGERS AT 16' TA/35 & 18' TI/35C ` p 2-2x8 3-AX& 4-2x6 Ibd • 3 O/C EA SIDE 1/2' 4` 6• `U3516/22' HANGERS AT 20' TAA/35C � a 3- Ibd MIN EA gA�E • 5��" WIDE GL 5/8' 5• 7• SUBSTITI'TIO04S MUST BE APPROVED BY THE ARCHITECT AND HAVE ICBG APPROVED LOAD 4 AT TWO STORY PORT05L. CRIPPLE * IONS FT. 1 OVER 6' t0 $' 2-2x10 .3-2.x,8 4-2x8 -� 3/4' 5• - CAPACITIES EOUld. TO OR GR r ® 7' EATER THAN THE SIMP,ON STRONG-TIE' .,ONNECTORS. U 7/8` 6" 8• 5. WOOD ABUT"•'^ •'•cnNRY OR CONCRETE �+ -_ Y BOLT, • (�'_O'!� 2-2x COLUMN A. SIU r'LATES - PRLa._;';_ *D�eTFp - SEE SPEC!FlCAl10NS N 8' t0 !(�' GL 3'xjxllal/J GL 5'%xg GL 163 44x9 W/ r1�1`•'T BOLT IYIf�!](IJ(!�-- B. KAMS ----- PROVIDE A i/2 INCH AIN SPAc BETWEEN SIDES AND ENDS OF BEAMS AND SEAN _ vARIES -J I'-m" FROM EA- END M + 2x EA SIDE iIEEL ANY CONCRETE OR MASONRY SURFACE. � U) 31i&" WIDE GL 'I LEDGERS ----- PRESSURE TREATED OR BUIIDIVG PAPER PER DETAIL. AT FIR'.f SHEET • NAIL LAMINATED WOOD COLUMN I. ALL STRUCTURAL SIEEL WORK SHALL %CUFORM TO THE REQUIREMENTS OF THE "AISC MANUAL OF F. FABRICATION OF TIMBER CONNECTORS 1� x' I - STEEL CONSTRUCTION'. A. FABRICATION SHALL BE IN ACCORDANCE WITH UBC ;TANDARDS 25-17 SEE STRL1CTUk•1L NOTES 2. STEEL PLATES, SHAPES AND RODS - ASTM A36. 1. A WASHER f)R METAL. PLATY SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT HEAD V a�_SQ USE����aMs � �a..J�Rs NOT ►= - _ cO MN s r.�� , •-. LU �71ON5 3. TUBING - ASTM 1500. GRADE B AND/OR AUT. W R 4. H.D. GALVANIZED FINISH AT ALL ITEMS EXPOSED IN EXTERIOR LOCATIONS. 2. LAG BO'.TS 1 WOOD 5. ALL WELDING PERFORMED BY CERTIFIED WELDERS, USIN: E-70XX ELECTRODES. a. LbD HOLES FOR LAG BOLTS WOOD HEADER DETAIL 6 WHERE WELD SIZES ARE NOT INDICATED„USE THE FOIlOWAI'G AS A GUIfiE: SF ANK PORTION SHANK DIAMETER 14.1 ,/411 , I'-m" 53 BEAM-CIALUMN CONNECTION DE-t"aI?�4 _ A. GROOVE WEDS _ 75% PENETRATION OF PLATE THICKNESS 14.1 FILLET WELDS - UNLESS NOTED 3/16" MIN SIZE TH tEADEG PORTION - SHANK DIAMETER MINUS ER N b. LAC:: ^.^L T$ SHALL BE INSTALLED USING A PROPER WRENCH 341 COLUMNS TO BASE PLATES - EQUAL TO INE COLUMN WALL THICKNESS 7. NAIL LAMINATED WOOD COLUMNS DE C. REFER TO TYPICAL WELDING DETAILS DRAWING 87/14.1 A. PLYWOOD FILLERS TO HE FULL WIDTH OF STUD AND FULL DEPTH Cr BEAM 7. BOLT'S B. NAIL LAMINATED AT EACH PLY WITH 16d • 12" O/C AND BOLTED TOGETHER WITH 5/8- A. STEEL TO STEEL CONNECTIONS - ASTM A325 (BEARING TYPE CONNECTION WITH THREADS DIAMETER BOLTS AT 6'-0' O/C MAXIMUM WITH THE FIRST BOLTS A IAAXIMUM OF 12" FROM ALLOWED IN THE SHEAR PLANE) EAC, END OF 'HE COLUMN. B. ALL OTHER - ASTM 1307 PROVIDE WASHER UNDER HEAD AND NUT AT ALL WOOD CONNECTION'; C. NAIL PLYWOOD WALL SHEATHING TO COLUMNS WITH 8d • 12. O/C F.ACN. EDGE. 3 C. AT ALL BOLTS AND ANCHOR BOLTS - CUT THREi,DS ARE REQUIRED 0. NO NOTCHING SHALL BE ALLOWED. WOOD STUDS ll�l 8. PAINT 8. WOOD I-JOISTS AND LAMINATED VENEER LUMBER „ , . A. ONE COAT SHOP APPLIED RUST INHIBITING PRIMER A. WOOD I-J01STS ''? \ I OLES B. NO PAINT ON SURFACES TO BE EMBEDDED IN CONCRETE. I. SIZES SHOWN ARE AS MANUFACTURED dY TRUS JOIST MAr'QLLAN. MATERIALS, FOR "NIB" 9, GROUT F7.BRICA7ION, HANDLING AND INSTALLATION AS PER NAT'01.,.. EVALUATION SERVICE O ! NAILS A. DRY PACK TYPE ..... BURKE DAMP PACK GROUT COMMITTEE REPORT NO. NER-200 AND TRUS JOIST M1.CMILLAN WRITTEN RECOMMENDATIONS. (� Ibd • I6" C'/C �2,A B. POURABLE ...... BURKE NON-FERROUS NON-SHRINK GROUT 2. JOISTS PY OTHER MANUFACTURERS MAY ;TE USED PRO'ADED THEY HAVE THE SAME DEPTH & `- ) USE IN STRICT COMPLIANCE WITH VANUFACTURER'S WRITTEN DIRECTIONS EQUIVALENT ICBG APPROVED LOAD CAPACITIES. 3-2x STUDS 1�7�A 10. POWDER ACTUATED FASTENERS (PAF) -- 0.145 INCH OIAMFyr, ";;iIMUM ASM MANUFACTURED 3. FLANGES OF I JOIST TO BE MANUFACTURED FROM LVL LUMBER BY 4. MINIMUM DESIGN DEAD LOAD - 25 PSF G 2x BLK' _ __-� HILTI INC. AND INSTALLED IN ACCORDANCE WITH ICSO RF"ORIS N0. 1290 & 2388. MAXIMUM T' SPACING AS NOTED IN DETAILS, FA'.TENERS BY OTHE'; MANUFACTURERS MAY BE USED PROVIDED B. LAMINATED VENEER LUMBER I (SAME DEPTH AS STUDS) ` 11/2AA THEY HAVE EQUIVALENT ICBO APPROOEO LOAD CAPAJT'IES. I. MANUFACTURED IN ACCORDANCE WITH ICBG REPORT NO. 4979 I?" I I r"11N. ? FULL SPACES 4-2x STUDS ------�• T _ 11 EPDXY ANCHORS -- DIAMETER AS NOIEC IN Q[;,;;�,5• SOLID BONG HST-200 ADHESIVE AS 2• MODULUS ('F ELASTICITY ... E - 1,800 KSI MAX. I EA. SIDE OF BEAM MANUFACTURED BY ADHESIVES TECHNOLOGY CORPORATiON. INSTALLED IN ACCORDANCE NTH ICBO 3. BENDING STRENGTH ... Fb - 2600 PSI I I _ 117" REPORT NO. 4398. 4. SPECIES ... DOUG FlRAODGEpou PINE 12. EXPANSION ANCHORS -- DIAMETER AS NOTEL' IN DETAILS. MINIMUM EMBEDMENT - 6 DIAMETERS. 0-A-4 STUD WALL STUD WALLKINK HOLT II AS MANUFACTURED BY HILTI INC. INSTALLED IN ACCORDANCE WITH ICBO REPORT STEEL COL. W/ ! I SEE PLAN SEE PLAN _-- I II��AA No. 4627. - 2x EA. SIDE FOR STUD FOR STUD T 13. STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF NAILING SCHEDP� I I THE STEEL JOIST INSTITUTE. 117 SIZE s�t'lf!tEu NAWN I I I I I SIZE 14. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF Se P AN 0_INtE[tSE_�CT.ION p�AN I CO THE STEEL DECK INSTITUTE. JOIST TO SUPPORT TUE NAIL ------------------ 3 - 8d BRIDGING TO JOIST - TOE NAIL EACH END -------- 2 - 8Q - A. GYMNASIUM AND COVERED PLAY BLOCKING TO JOIST - TOE NAIL EACH END ---------- 3 _ 1. TYPE B DECK - 1-1/2^ DEEP x 18 GA. (ACCUUSTICAL TYPE AT GYM) R 2. DECK SHEETS SHALL BE OF SUFFICIENT LENGTH TO COVER 3 SPANS MINIMUM. BLOOMING TO PLATE OR BEAM - TOE NAIL ----------- 3 - 12d ` 4 IV DETAIL TYPICAL NAIL 3. WELDING REQUIREMENTS 2' DECKING TO SUPPORT - BUND & FACE NAIL -------- 2 - 16d �o5 STUD WALL DETAILS �j PLATE DETAIL a. AT INTERIOR BEARING SUPPORTS - 1/2' DIAMETER PLUG WELDS • 5 PER 36' STUD TO PLAIT - TOE NAIL ----------__.__._______ 4 . 5d 3/ " • I'-m" WIDE SHEET, 36 5 PATTERN. OR - END NAIL 2X6 & 2X4 STUDS -------- 2 - 16d J 12d j 14.1 4 DE-G®1 /• (ALT. 30/4 PATTERN) AND - ENO NAIL ZX8 SlU)S --------•-----. ( ) 14.1 344 ' • 1'-011 DE-Csob b. AT SEAMS - 1-1/2" LONG WELDS SEAM WELDS • 1/3 POINTS BETWEEN SUPPORTS. 3 - 16d (4-12d) N.T.S. MULTIPLE STUDS OR LAMINATED COLUWNS - FACE NAIL --- 18d 9 16"O/C (12d S 12' D/C) "+•� 1 ,� DE-Gm9 c. Al PARALLEL EDGE - 1/2' DIA PLUG WELDS • 18' 0/C. 12" 0/C e. AT EXTERIOR BEARING SUPPORTS - 1/2' DLA E NAILAC TCP PLATT;S - FAC ----------•----____.____ 16d A 16'0/C (12d td. AT ED(X CLOSURE TO F11LL WIDTH SHEET - 1-1/2" LONG FILLET WELDS • 18. 0/C TCP PLATES - F 75 & INTERSECTIONS - FACE NAZI --- ? - PLUG WELDS • 5 PER 36' 16d S4-12d) r WIDE SHEET, 36/5 PATTERN. (ALT. 30/4 PATTERN) LACTINATED HEADER -• FACE NAIL ALONG :ACH EDGE ---- -- 16d • 16 O/C (12d 012`0/C) 4. ALTERNATE SCHEMES FOR ATTACHMENT OF STEEL DECK USING SCREWS WOULD BE ACCEP(ABIE. JOTS' I APS OVER SUPPORTS - FACE NAIL ------•---- 3 - 16d �4-12d REFER TO STEEL DECK INSTITUTE DIAPHRAGM DESIGN MANUAL_ ALTERNATE SCHEME MUST HAVE BUILT-Ur CORNER STUDS -----------.--- --------- 16d • 16 0/C (12d • l,"0//C) LUBE LINTEL EQUAL OR LARGER SHEAR CAPACITIES THAN SPECIFIED SYSTEM. PROPOSED SCREW P/TTERN E i MUST BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. SPECIAL INSPECTION IS NOT NAILING SCHEDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE USAGE OF -COMMON' WARE OR GIRT REQUIRED FOR SCREW ATTACHMENT. NAILS. A 16d `SINKER' NAIL MAY BE USED IN LIEU OF A 12d 'COMMON". IF '(111N' NAILS ARE QI SEE PLAN -� 8. COVERED WALK - STANDING ;EAI SYSTEM - SEE ARCH. USED, T14E CONTRACT.R SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION. ,3 SIDES aQIi!l��.�QyElLL1NS fRMVNS�MEIdBEti,� A SSI.1�Pj1L�E_1L�'13EGA�I_COSAIL THE CONTRACTOR IS CPUTIONED ABOUT DRILLING AND NOTCHING OF STUDS, PLATES, JOIST AN 0114fR.FRAMING MEMBERS. THE FOLLOWINr, 1 O I II SHOULD BE USED AS A GUIDE: v} I II I. All CONCRETE WORK SHALL CONFORM TO 111E FOLLOWING SPECIFICATIONS OF INE AMERICAN CONCRETE INSTITUTE: I. CONTRACTOR IS CAUTIONED NOT TO DRILL OR NOTCH MEMBERS WHICH HAVE SPECIFIC DETAILS FOR q ,� 44 I NOTCH ENDS I I I �- -LINE • 2 STORY a. ACI 301-84, REVISED 1991, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.' SPLICING BUTT JOINTS, SUCH AS TOP PLATES, LEDGERS , ETC. CONTRACTOR SHOULD CONSULT V I II b. ACI 318-83, '3UILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' WITH ENGINEER FIRST, 2. CONTRACTOR SHOULD CONSULT WITH ENG( y IIS OF rUBE I ( II c. ACI 533-72, 'PRECAST CONCRETE WALL PANELS' NEER BEFORE NOTCHING OR GRILLING ANY BEAMS, 2. STRENGTH - Fc = 3000 PSI • 28 DAYS (CAST-IN-PLACE) PURLINS, JOISTS, COL URNS OR OTHER FRAMING MEMBtnS. COLUMN r I / J. DI+IWNC AND NOTCFIINI, 7F WOOD STUDS. \ I C = 4000 PSI • 28 GAYS (PRECAST) 3. REINFORCING STEEL - ASTM A615 GRADE 40 STIRRUPS & TIES A. NOTCHING OF STUDS '4ALL BE WITHIN ;-6" FROM THE ENDS OF THE STUDS, BUT NO CLOSER I I \ - THAN 1'-0' OF THE END,: MAXIMUM Uf.P1H �f NOTCH SHOULD BE ONE INCH (1"). NO - ASTM 1615 CRAVE 80 - ALL OWNER 4 _lr_� I I -TUBE COL I/� ASP.I A706 ALL REINF TO BF. WELDED NOTCHING IN THE MIDDLE PORTION OF THE S'UD LENGTH. ' \ / 4. ALL SLABS ON GRAD SHALL BE FREE AROUND THEIR PrRIMF.T1 RS. B. DRILLING IS PERMITTT'D ANYWHERE ALONG PIE LENGTH OF THE SND. MAXIMUM HOLE 1 A. USE RIGID INSUlAA1`1N TO BREAK BOND AT ExA-tHIOR FOUNDATION WALLS. DIAMETER 1/4 TIMES THE STUD S17.E AND THE EDGE_ OF THE HOLE SHALL BE AT LEAST ONE \ I AND ONE-HALF INCHES (1 1/2") FROM THE FACE OF THE 5TIJ0. DRILLED HOLES SHALL 1,4 I B. USE BUILDING PAPER OR SIMILAR MEANS 'C BREAK BOND AT INTERIOR FOUNDATION WALLS , BE AND COLUMNS. SPACED AT LEAST SIX INCHES (6") APART AND AT LEAST SIX INCHES (6*) FROM ANY KNOT. I I - CUTTING, NOTCHING Q I� 1 C. USE A COMMERCIAL BOND BREAKER AT CONSTRUCTION JOINTS. 44 OR DRILLING OF 5. THE ROUGHENED SURFACE SHOWN AT HORIZONTAL CONSTRUCTION JOINTS MEANS THAT THE SURFACE I'o1 ai BF1G v I I PLATES NOT F'kRMITTED. SHAH BE INTENTIONALLY R�III'!!'�.tED TO A F1JL! AMPLITUDE Of APPROXIMATELY 1/4 INCH. �J N �-- - 81 LINE$_�[{Q��� QUIPYENT Tr�IGKNESS \ I ALTEF.'4APVE WOULD 8E. A KEYED JOINT OF ACCEPTABLE SIZE. / THE ` I `FACING OF SUPPORTS FOR THE SPRINKLER LINES AND OTHER EQUIPMLNT ,SHALL BE SUCH THAT THE 3'su I(J I 6. MINIMUM REINFORCING REQUIREMENTS - UNLESS ER LAP ICES. MAXIMUM HANGER LOAD AT JOISTS OR PURLIN:' IS LIMITED TO 150 POUNDS. HANGERS FOR THE A. PROVIDE CORNER BARS AND 36 BAR DIAMETER LAP SPLICES. SPRINKLER LINES SHALL TUBE COLUMN - �> . 4 ARDROUTE LINES P STAGGER HORIZONTAL SPLICES. AT FOOTINGS AND FOUNDATION WALLS STAGGER .APS AT I LL NOT BE LOCATED Al HE SAME MEMBER AS HANGERS FOR O,4ER ITEMS. DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THR^'JGHOUT THE ENTIRE � a -TUBE COLUMN - -�- r / / D PLATES- FEE I. [� C. FRAME OPENINGS WITH FRAMING SYSTEM. c) LINE WHERE SPRINKLER 2-i5 BARS EXTENDING 2'-6' BEYOND EDGES PLUS 4--/4 x S'-0" • 6' `1 \ V� 01T DIAGONALLY AT EACH CORNER. ONES OR EQUIPMENT ARE PARALLEL TO THE JOISTS OR PURLINS, OISTRIBUTE \; I - 7. SUBMIT SHOP DRAWINGS OF PRECAST PANELS FOR REVIEW PRIOR TO FABRICATION. WEIGHT OF PIPE AS FOLLOWS: W=TUBE WIC,TI-a - 2x THICKNESS CLG 8. PROVIDE ALL NECESSARY INSERTS, ADDITIONAL REINFORCING, BRACING AND LIFTING EQUIPMENT --- LES THAN 7.I�Q4DS PER __.�lciia'llisl.3l1PP48I !�4 � N'+7UBE DEPTH - TUBE THICKNESS AS REQUIRED TO LIFT AND HANDLE MEMBERS SAFELY AND 1M'HOUT CRACKING OR DAMAGE. LESS 1HAN 7.9 POUNDS PER FOOT ---------___--_ 9. GROUT....BURKE NON-FERRix1S, NON-SHRINK GROUT. USE IN STRICT COMPLIANCE WITH T14E _ ONE MEMBER MANUFACTURER'S WRITTEN DIRECTIONS. BETWEEN 7.9 AND 16.4 POUNDS PER FOOT ---------- 10. ---- _ ylt0 MEMBERS NqT� NO NOFJZ RUNS 10. CONCRETE ANCHORS - NELSON SHEAR CONNECTORS MANUFACTl1RETI BY THE NELSON DIVISION OF OAR 16,4 POUNDS PER FOOT ---- __-_--___- APPROVAL OF STRUCTURAL ENGIN Or PLUMBING LINES EER IN STUDS WALLS SIZES I C. NOTED IN DIE ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. `TYPICAL WELDING DETAILS 5� 14.1 N.T.S. .____ DETAIL _ DE-SII 14.1 3,411 I'-m" - -- 14 . 1 80 7 Q �0 5u 4° 046 SW Shaffer SIT 95-0036 110 BLIP 95-0428 SII 95-0045 SLIP 95-0501 6 152 • �----+..___.,... _.AAAA `__i.._.-� --_._..._ ' i{ IF THIS NOTICE A('PEARS CLEARER THAN THF, 0('r 7 1991 DOCUMENT,TME DOCUMENT' IS OF MARGINAL QUALITY. MICROFILMED I met 10c"mI I I�I�i�i�lll�i I'I�I�i�I�I;IJI�I I�I�I�i�l�l�l I l�f11�I,f�l�i I I�I�i�lilll�l l )�lii�!'ijlll 11�lil�l'l�ljl I I�I�I�I�I�I�l11 � i�l+l���l{I�! I�I�I�1�1,1� ii{Ilt{tltnll{t!� �t!I!I!!!!tltilut!!{Inlnnl{tl{Inl! n{tir,l tnl�tnt tt!tt!!n�uni►ltllnnllli!nn II!!IH!! !!III!!Ilfl!!!I!li! !1!!IIu!II!III►III{I.11�111111lIl1tllliNll�lltl ttttlNH 1111hI{{ III1I!lihl!Ilf{I{{illl�lll! tlillll!! !itllltlthlltll111lllitt�ll!IIIIII�tNllll ! i so j u 60 bU - 40 30 20 GRID) GRID) 10 0 (GRID GRID 11 I r---- — - 1 -- 9 11 I I FOR CONTINUATION I — --Y -� , i 1, IN �'� ! ! r 9 143 ! ' OF FOUNDATION! 5EE I I J DN W t AREA 'A', DU* 14.2 FDN WALL , DAMN r 31,411 4� STUD, � -.1 L (OT FG PLYW_D _ � _ n I I ---� ----- ----- 4 FDN WALL , 2 xb STUDS _ ]� _-u i I-- -- __-_-- -- - _ - -- _ _ .- _ _ _ _ .. _ __ - \'?sY 1 •�'� • Ib„ O/C SILL PLATE -- -- -- -- _._ - _ _- _ - ----- - -- -__ _ _. 9♦� td, 2x6 5TUDE I 2 SILL PLATE __SEE --- W/ 'i2" PLYWD ' 4,e �N BOLTS �, Y -a L Q O O/C I L _ • 16.1O!c: y, � ' AN 13GLTg ARGN , SEE PLAN , EXP: 6-30-97 ''2" PLYWD - • 4'-@" O%C 3-S WHERE OCCURS - r-2-05 TYP CONSTRUCTION I I 51 ! EXItaT SEE PLAN l JOINT I I 143 -_- -_\ - - --- I@@'-@" SEE PLAN _ 4" - -- _— ---- I ---- y-r__ • �• • I 811 • • 6" • • • • Ifo" _ �1 -ADD «5N �:_-2'-011�-2-5 TYP BLD'G PAPER i _.� ? @ TYPICAL -� ! 9" I 6" FDN WALL o BLOCK-Ol7T ?'-@" .''_/T1' 12 _ � I •4 v • Ib O,r_ I b FDN WALL - 1, Q , 6 I I-SH T4B L_ I 04 v • 16" BLDG'a. PAPER � "� �• I 141 --� 1 53 1 I 1a r I 6 FDN WALL- •4 v s Ib" TOP OF LUALL - - - I-«5 N T4B - 143 !-'S H T45 N CONT 1@ � I@" n- I� 12� - �-!--- ?- S CONT. .. _ _! -t 2- •5 t-ONT. 10 _t I I 14.2 1 I ! ! u� 1 56 TS 4x4x��_ _ 51 I 63 « A —_-I I 18„ 143 FTfs 4'-Om SQ 143 I I I loll L 143 Z T .6.4 " G _w I 11 SECTION A p0� ----- -- -- �" b.a I EXTERIOR FDN WALL to 1 DETAIL - l ' I I _ _ __ ____..__ I _ - _ _ r5l INTERIOR FDN WALL - -- 14.3cu . • , -@ DE-FTG@4 11 11 64:. ��� I t8 4Jr4- xl� 8'-6" 1_611 III, bu -! a014.3 1'-@ DE-FTG@3 GONC 'T6 ! FTG '_V, -@ bQ - - -- FRAME 141 I j I 11 '%:' .Tu®E ! ! U I ' 1 I II 1 JIIL_ i- I� BEAM END \ SIDE R �.x9� x9 I I I ! u r t i- -- (� - - -- �� TS�4x4x'i4 q SEE PLAN 1\ ' +. --� I E A 51[:)E I ' " 'I f-- I 143 (P'L ACES b 1 C � I I �1 ' iI 1 1 0 5-'N16' NAILS. I ! � A. 19 2 I I I + I I I I I I 6 3 t4 ., 2 SIDE !E '/4xbxb � GL 5'%x.l? - EXTEND - f I Til I _ M 1 1 bl ! 143 O 1-'NI6' NAILS SIDE RT-I MIN 4' INTO WALL I I) 14 C/ BRG IQ �'4x5x 1-SIDE R '�4x9'i4x9 '/tx4x5 SEE Pl_AN WI-IERE OCCURS 51 _ +1 I TY 3 1 5-'Nlb NAILS ! 5-'Nib' _ 11 143 I ! o I o PL__,4N! 1�'t3_COL PLgN • GORNEg '- _-,_.-__ _._- 143 0 4x5x3'/4143 TS 4X4>e 56Hz lei i I ! ' i FT'G 3'-@" SQ 143 I co RECESer SLAM I ! + EXIST MM ! QI Q TU ( _ SEE AF`H / W Z -' ? - BE t HSA - -- o �- .► ai , , GRID GRID �' _ _ _ _ ►i �� - - - FDN I I I 6 TS 4x4x'i4 16o.e - -- - - -- i IJ I ! I I J FTG 3'-6" SQ 14.33 -- I I ' 2-314x5 145A I N I I j I REMOVE-+II I EXIST 2x STUDS I 1 • 4" O/C I E�cIST STUDS II I CUT OFF - I I ! ! II I � DACE PLAN I I i II I a EXIST ESOT PLATE I 1 -4-@0�G SLAB 12 h I I I f 3 _^fig I 1; i ?- 5 - 1 II ! I IQ I I �' FIN FLOOR 141 3 MATCA 1 _! 1 -- --. .. MATCH - 10@'-@" I EXIST 6 •; ! • • VERIFY a all, GUT TOP OF i { I I TYPICAL. I I I ! `J �`~' I RE-NAIL EXIST v ' - I I f.__- ________� _ ' PL Y WD SIDING EXISTNG WALL BREAK BOND BTWN SLAB ►� EXIST t EXf:�T WALL W/BLDG PAPER i EXIST FID WALL - 1 AS REQD FDN WALL III { 4 III I? ! V SAND FILL OR BOND BREAKER I I I? I I II _ {I ! .64� 141 - 141,- -- IIII 141 I ! TYP w ;g - � 1 26 IS 4x4x'!4 -._._ w I 141 FTG 4'-@" SQ TS 4x4x'i bb 26.4" I I ! "13 DETAIL 3 DETA:: �3 DETAIL I FTG 4'-@' ga 143 j, 11 t 11_ 11 I ! I ! I 14'3 4 sa DE-R12 14� �,4" . I'-@" DE-f�TG2@ a, 11 1_ 11 &143 143 « I @ DE-FTG21 _ ! !1 Tl'P I I I ! e11 A I ! ! I i FOOTINCs SCHEDULE .,411 ---�- - 0 TYP I I I ! - � - SIZE BARS EA. WAY + + - I p Y-m1 SOX 12" 4-�4 -- I 9" ± L AN Q 12 X-6" °.,O x I2" y-•q _..-- r --------- so ! COLUMN SIZE -- ►- _j 9c� x 15° 4-!5 BRG IE `4xl2xl2 - I 4-3/4",,(12+3 AN E',OLTS ---- ` (- 1411 3 ! � [•, r + s'•m' aG x 1811 --_ -., ��l-AN �_�RCs_I£'. I I'-4" STL TUBE COLUMN - --- I I TYP f SEE PLAN FOR SIZE I I �, �- , ! A S'-b" 11 9.� 2 " TI-#IC BRG R SO x ID I I I N ��� - --- - - I - - 2 - ,411 AN BOLTS 6'-sa" 4Q k 21" 11.1rj ___ I I _ _ I I ---- - -- -___-__ -- -- - -� O 6'-611 JO x .41' 13-'*� 3@x3@ BLOCK OUT I i - _.___.--STEEL TUBE COLUMN I I I I SEE PLAN FOR SIZE —1�` O FILL W/ GONC I I 1 11 1 ,1 „ 16 CONG FRAME I M 143 141 ! � I I I I I 1 I I I I I COLS !" GROUT SEE PLAN ---- _ SEE PLAN ! c -_--_ -- 35'.,0" C/) FOUNDATION WALL - -- \ 16" SO. CONC. PIER NOTES' C�) 4 - �- 3 TIES L I. ALL WALLS 2x6 STUDS, EXCEPT AS NOTED 3 WHERE DIM "A" 5 - �V TIES IS LESS THAN b" C -SEE SCHEDULE ADD 1-0'4 - 1'i�11 C L R l ? DIMENSIONS I ENSIGNEXCEPTR AS OT STUDS 4 AN BOLTSED. 3. THE SYMBOL a POINTS TO FACE OF UALL W/ '/2" PLYWD SHEAT'4ING - SEE SCHEr' A c 4. Tl +t SYMBOL • DENOTES A STEEL _ FOR RE INF' CO.UMN, REFER TO PLAN F011k SIZE -- -- — ✓ S. TIRE STT✓iBOL O DENOTES A B'JILT-UP �tw�m■ t I WOOD COLUMN, REFER 1'O DVAILS A DE-14-3 3" CLEAR —`- i FOR SIZE. SEE FOUNDATION PLAN FOR SIZE SEE FOUNDATION PLAN FOR SIZE __ b. STEEL TUBE COLUMNS TO r3E I HOUR NORTH �,; :.. EX61. FIRE PROTECTED. REFER TO ARCH. .� STEEL COL FDN >�6 STEEL CCL. FDN. _ I FOUNDATION PLAN AREA 14.3 ff x,41, _ ,,_m11 DE-'�TGI? - _ EA B ° - 14.3 j'4" I'-@" DE-FTG13 143 , „ .- .-- KEY Pl.AN 30 7,0 DE-BFD 4 A048 SW Shaffer SIT 95-0036 e0 5° 40 '''(9 �9 '28I9� 311 8UP 95-6428 SIT 9.5-0045 BUP 95-01501 8 of 52 IF THIS NOTICE APPEARS CLEARER THAN THE +i KT_ 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY'. MICROFILMED JIT—III11!I II111111mmA f I�I�IIi�l�lll ! III�I�I'l�lyl�l!!;!�III�!�III 1 I�(irjif 1(111 I i�i�ijl�l�l�{ I I(I�i�l�(�[II I ((I�III(I�Iii [ylyl�l i�lllyl l I(If( III{I(I I�I�I�I I)I)il i IMgI MAO[til dlllq ` Lllllllllullllln niilll!!lull!!;!!!1ililnlfllnflfll► fIIIIIHI INIINii (Hi�ifiilillllilll ;111�lIll��flll�llif�lltl IgIyiIIIIIIIt�UII illillll!�IIIIIril111llll�llllt!►Il�Inttlltllnll Iul�illf IHI�IIiI IIII�it;! tlll�tll�ttflil!!tt lluyttl[ llitllliiltlt1�1111 llll�nllluu�lll III I t� DO 10 60 60 40 90 20 10 0 tGRID (GRID GRID 10 i 12 STUDS STUDS / FDN WALL PC PLYWID 411," 1 FDN WALL 112" PLYWD E -2x) STUDS • I6" O/C WHERE OCCURe SEE 14,6 p ✓L OuaoN ♦ v —2xb STUDS • Ib" O/C FOR COVERED WALK r1•, 2xB SILL PLATE 7( GQ(�//' 4,' PLYWD 2x9 SILL PLATE '4" AN BOLTS LTJ 14" AN BOLTS • 4'-0" O/C • 4'-0" O/C CONSTRUCTION JuINT - _— SEE PLAN EXP 6-30-97 - - - - - - u3 -2-5 TYP q— � 2'-0" 51- PAPEV," CONC. WALL - •4V • Ib" O/C ITYPICAL 9 1' m"T/DL BLDG. PAPERµ v . 16" TOP OF WALL ��I I- - b" FDN WALL I-BHT/D I I I I — — — — -- 1 + I I I I 51 "6�3 STEP 2- S CONT. 10 L ! 2- S CLINT. 10" _! I, 1 I 1 r I43 I µA FTG N I I I _ z0 2m" 18,. _ I SECTION AT pOOR I I I I r -� 4A 54 t9 4x4x'i Z ul �i y ��il 1 0 1 I µA FTG 23"x4'-m" I 0 �2 DETAIL 62 TYPICAL INTERIOR FOUNDATION I I I I 4 1, f 14.4 34" • I'-m" DE-FTGmD 14,4 m" DE-rtGob 11 I I I 73 — (� j l I I 1 I I � aQ ^ a �a 00 I II y ! I I jEXIST HAI I 7x7 tUDE 6TUDD I I `� wxIS $ ?#b 1 1 I 2 0. E SOS • I's a I ��C I I BRG R 34xTxl'-2" I I FTG. STEP SEE PLAN I r 1 �4 ,; 66 14A ' h� O I I 2- 14"• EXP AN I I 1 1I I I I I I I I 1 0 1 1� \ESb9LAD uA O N I I 1 -GROUT I I DOT. DAR9 • I I I I SEE ARCH I L__ _ \ a I I I 1 I C_ - J I 2'-6" MIN. FDN, WALL 1 1 I I - 1 j 12 I - . . . a GYM THIS SIDE I 1 1 I // \� µ� F o EXIST FTG / FDN I \ ADDED EXP AN I 1 30'•0• H " END OR CUT SILL `< J 1 Ews* FTG 1 FDN — NOTES bxFDN 2 _b„ 1 1 I I 1 A la.l �- Z-BAR$ T9 TS 1x x I j II' WALL 1 1 I TI EXIST EXIST SAME NO. / - L Fj•l SIZE AS FTG BARD 14,µ FTG µA FTG I- - - - - - t FTG. BARS 11 1 1 (VERIFY) r (VERIFY) CLR J 1 1 .� :iv ;te J I I I it 11 4F 11 1I L _ 1 I 53 _. m° i I i ._.L. _ _ f r J u II 11 a II f - I I HA 51 I co LFTG. BARS L.�m„ J I 1 1 Iss II 11 11 11 14. WALL ELE'! Imo- 1 . µ3 SOPF . EXIST 4'-6" SO FTG 1 I I II I 4 11 11 it II 1 �I y II 11 3 FIELD VERIFY L=—-J 73 STEEL COL FDN u " u — 63 sTEP 'I'-m" 3'-0" 3 PTO STEP II II II 11 II q II 14.4 G 63 I 1 r �� RECES6 SLAD�i ( II h 13 II $TACE FLOOR 11 II II - 14.4 34" • 1'-0" DE FTGI4 14,4 3/". , I'_m" DE=FTG41p it II I II—fir—* I — — — J L 2xH 9Tl1DS&WA 1 II II1it 01 63 STEPI4" rONC SLAB 51�• II I II 1 II II II r-, Imm -mus 3) STUD C "/ ALIGN FC 9iUD9 I I II II Iit I D• I� IIL� �I II II I 6" CLR b" W/EXIST FC STUDS 62 f� ` • LL P O� � u � I KA It 11 S 1iH10/C EAIWAY ii 14A I � ZOp 2x6 • 16" O/C EXIST 2xH • 4 ;x6 STUDS y „ -mow TZ • Ib" O/C • AN DOLT gyp" PLYWO STUDS • Ib" O/C 1 4x4 NDE II It E� 2xb SILL PLATE � II — — — — EXIST 19" PLYWp 101'.0" 'h' PLYWD 11 II II I! — — — — — — 2'-0" ✓`I 2xb STUDS �• I - BRG It 3,4X&xl2 — — — — — — — Q) Q4 • 16" O/C 2x6 SILL PLATE FURRING CUT SIDING OFF , I 2- ani" 4N BOLTS 2xb STUDS TI I y PLYwD k' AN DOLT CHANNELS AT FLOOR LEVEL I 9" O/C IT„ T2 µ3 • • • 4'•0" O/C 1 11 53 1-2x8 COL j 100'-0" , _-. 'rt_ I - 14A HA 3 PLACES 04 CONI WALL �0 1 � • • IV ' _ ILL EA FG W„ O/C 2 -©" - 7 i 1 • • 6" 15-0• - - - - p •� L__ ____ __ _i 15'_0,,. CLR 2- SH TOP -- 2- 04 TIES —�_— l 1 ---- 1 DOT 1 j �. 4- 5V I (ADDi'U FOUNDATION PLAN - AREA "I NORTH 4 AT RECEDED i _0a 14 4 '4" I'-0" DE-CFDN - EXIST PDN SLAD 2- S CONTM I 10" EXIST B' - 4"-0" LONG FTG NOTES N S H TOP / DOT 3" CLR FDN WALL (- --. 3- •4 TIES 12 1. ALL WALLS 2x6 STUDS, EXCEPT AS NOTED µ • 24" O/G j- I,-D„ I T4 •I, • @" O/C 2. DIMENSIONS 1 GRIDS TO C STUDS / C 6� uA 10 COLUMNS, EXCEPT AS NOTED. CLEAN FACE I-- - - ----- 7-5 g� 3'-6�� 3. THE SYMBOL 4C7 POINTS TO FACE OF A �Ii G EXIST �7 WALL W; V," PLYWD SHEATHING 1 '4 'l 5" FIELD IB" Ib" !lo•T. F PAINT W/DONDING -r- --- --- VERIFY _23" 4. THE SYMBOL • DENOTES A STEEL • COLUMN, REFER TO PLAN FOR SIZE 0 O -1,4¢ DETAIL 64 DETAIL 54 DETAIL 5. THE SYM50L D DENOTES A BUILT-UP 14.4 0" DE-FTG02 14 4 •4" • I--0" IJE-FTG06 WOOD COLUMN, REFER TO DETAILS J a a . I'-0" DE-FTGIT KiY PLAN 14, FOR SIZE. nnro q � 6. STEEL TUBE COLUMN TO BE I HOUR K L66 3 FIRE PROTECTED. REFER TO ARCH T.,LINE OF ROOF µ•I4 T6 36 14_µ DRAWINGS. En FAR SIDE 1 µ.I4 µ_µ 2x6 SILL PLATE 2x6 STUDS • 16" O/C �W/ W AN DOLTS • 4'-0" O/C XI T 2x • Ur' / W/ 'h" PLYWD _ j- I TI + + + + + ++ 1 - 3- 5 CONTIN +I e 6 I 14.14 II I ' µM 1 100 -0" _ • u•10 RFAR $IDE 19 µ,I4 'L0' O/C 2'-0" µ4(µr ~ � 4 --- SEE ARCH _ 2 • 6 SHOD EXIST ROOF O 2- FULL HEIGHT L1�~ L 5LD'G PAPER _ I I REMOVE EXIST X11IT STUDS ('1 TYPICAL - • 6" • • • 1 II • I COLUMNS / STUDS_I I TxT TU 'moi �— I OL 1x1 Tx1 TUBE! 11x1 TUBE Q o b" FDN WALL 2-S TYP I II SII • 1r` DBL 2xb ( 11 1 _ 3 IML D1 CRIPPLE I II w TYP I II I II II OE-14-4 _ 7- 2x6 SILL - NO JOINT 13 144 14 . 4 -16 FDN DETAIL _ 66 BLAB DETAIL 56 WALL ELEVATION - GRID 18 36 WALL ELEVATION - GRID O 14,4 '4 I' 0" DE-fTGIB 14,4 344" I'-0" DE-FTG21 14.4 1'•" I' 0" DE-EL-13 14.4 �•„ 1'-0" DE-ST•EI ' 9/28/95 BO - ?O .90 50 40 30 20 50 $ 0049 SW Shaffer SIT 95003E OUP 95-0420 SR 950016 BUP 95-0501 9 01 52 IF THIS NOTICE APPEARS CLEARER THAN THE aur 7 1995 " DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMf' PI I "Nllijilss ililili�iilli i illitli�ililili ilililijllili I rlrlrll�l�li i ii11i11�i1 li 1 11i111i�lllli i ililili�lllli 11111H1�1 IIII 111111�g11111 II�IIIIjl�ljll YM "ANNE i aIfIA � 1111111 IIIIIIIII 11111111111111.11111111111111 IIIllllll 1111111II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIUIIIIII 111111111 IIIIIIIIIIIIIIIIIII IIIIIIIII 11111111111I1111p111111111111111111111 nnlnu nnhm nnluu nulnn nnhm uuhnl unlnu nnlnu uuLm anlno II 1 .t . .... .,... .. .. �a�=kms 801 (155) �4 %U 8O 50 1 ALO _ 1 9 2U � ._ 2 2.1 STUDS STUDS FOC F�C 145 rry H IN FOC VA" CQNC­W� it ?xb STUDS 44'-fd° It 2xb STUD _— ^Ti li [— T— 12 14.4 I !8"o CONG COL _ I / .� Ick I I I L-- 14.Ib r " " '7 I I FTG &'-6" 8Qx?4 < bs STEP _ __ - - I I J - ?4 Is J, FTG ?x8 STUDS �! I WALL ELEV I4S -=` - =-� -- -- _ --- - - - u3 --r-- - -- 14.E I I I E XF. 6--30-97 K - - _ ___ I I - I i� ' 7I - I I -- I --� C - `— Lxl-� 143_... RAM 2 _ _P UP , , , 14.15 3 PLACES I I lb GONC _ ,I I I I I 14.2 FRAME 143 5b T5 bxbx 1 31 ! I 143 FTG 3'-@° gG2 - 141 I Z6 I I _ __ ___. _..— —.— .— � I 3'-(P"I (_ _ � ALTERNATE NO. I I 1 14 ! 14y -- �t RECESS SL T DELETE FOOTINCsB _- 1 — I SEE Areca I I I COLS • COVERED 0 I A r ' ST P/ 63 14S I I I I �(y I FTG 14.4 `_� N I 1 I '� F / w I I PLAY a I - 1Q I d) .�(� STEP b�J I \ �, \ I -I I { , - - _--_ r' l I 1�_ (_t _ 12 Q I I I FTG 14.4/ I I I 46 �� I� 141 Y �, 141 I I 14b J P � 64 I - — --I I� i I I I I I I Or 14.4 I c I — — I } a I TO,9 12 \ , Z v \ I ,� a 1 I c, II j 4s I� 14S I I :' , I I cy cp I 1�� 78 4x4x1/ III I ` TYP .± ----- ---- III I I 26 i I cv I 14b { 0 4.143 FTG 4 -rJ SQ 14b III I �= 16 T8 4x4x1/ _ > 14 74" f I j^ 143 FTG 4'-@" SGt u1 14� W Lr 2x8 STUDS _- _. r - W -J O :'0.4 w , GRID H TOP 4 !9 T ?@ 2xb STUDS 51 A 5" GONG BLAB i I 14 18" o GONG COL a I? &14-S _ 51 L I I 4 • 18 O/C EA WAY 0 -2 14� 143 �_ r - - I ( �x w I IO2'-3" II u.lb FTG b'-@" SQ x,8" A UU o i _ I 12 I - U _---_ d FfN FLOOR I � � 2 w � a. 141 _ I 35 I I _ a " " I I I! I I � o� 33 I I I z I�., I H o SL 4B CID I I p r NOTES ----- 1 11 • N a I \ 0 SEE ARCH / I I I I �� RECESS SLAB �� u� I I. ALL WALLS 2xb STUDS, EXCEPT AS NOTED I � � SEE ARCH I) a' a�xo 1 440 - - i - -- - - I - - _-- - I I 2. DI NSIONS 4 GRIDS TO Q, STUDS 4 --�- -, - _ __ _. _ _ -- _ _- _ _ COLUMNS, EXCEPT AS NOTED. STEP 63 II I - _ M o 143 I / G 14.4 I I I 3. THE SYMBOL H41 46 I WALL W/ 1i2„ P'Y WO SHEATHINGPOINTS E I I I 14b I THE L -i .q bb I .. E SYM50L ■ DENOTES A STEEL -- _ - COLUMN, REFER TO PLAN FOR SIZE , V { I 5. TWE SYMBOLt I � t III I t43 _ _ O DENOTES ES A BUILT-UP �j di I WOOD COi.IjMN, REFER TO DETAILS -- 3 143 �- I ,b I I I I FGA SIZE. , n STEEL TUBE COLUMNS TO BE I HOUR FIRE PPOTEC-ED. REFER TO ARCH DRAWINGS, 5" CONC SLAB I I I I I 3 4" CONIC SLAG 04 • 18" O/G E WAY ! { I@I @ �-- FIN FLOOR II I I 0 3 ® I S I � WALL ELI _..�__ 53 - `_ ( ! „ � • 13 _ 1? j 1 I -14., ! ! I ,4 18 o GONG COL_ I r+1 I4 2 14� I 14] / I I I I I I 14.15 FTG 6'-b" SQ x24" I l 63 STET __ { I ( \�'3 ,1 I 14.4 FTG I I �� I 0 _ FOG -+ -- _- - _ -- -- --- ! I `}' .r` --- -- -- - - I u 'I F ►I FOG I 1 ST)"P 63 5b CONIC WALL I I - iy I 9 , 0 143 I TO�0„ FT i43 "� / R - _-._- ��"""- � '�-- ---_ -- __- =`---- --- - - -- � T/ STUDS l �lr� r _- _ U _- _ _r -- _ _ _._. _ _-------- NVfI 1 fl STUDS • 16" O/C 2xb STUDS Ib" O/C C 2xb T / 2xF� 31!L PLATE C�1 .- - _� '/2" PLYWD- PL Y WD / W/ s/�" AN BOLTS • 4'-(�" O/C -L_ �- `- A FURRING CHANNELS Z 1-12 I -4SLOPE TOP OF� 'STEP 63 '-4" - � ,� 4 FON WALL TIC � FTG 14.4 TYPICAL l 143 TYP TYP TYP ��, TYP ElOeT. MATCH RAMP- L4� Z-RAMP KAMP • • b" Q Z - Cy `M.��V�MV �^ ������ �G 14.2 GONG FRArIE _ yARIEB `�"T- --tom - z ° QK",� FOUNDATION PLAN - AREA 'D' `�' � � ^�� A'� - � / , _-•_�____ -_. . . g" w ~ Q 6" GONC WALL (� C .o -' �4 V • I6" - BLD'G PAPER BLD�a PAPER _ Z (� _ 4 fp" 1'-m" KRY r1.AN b" CONCWALL Z U ��l DE-DFDN I �5 H t B0 - 1-5HT4B � 04 v O Q - -- -SEE PLAN , V 18 �19 GRID - c) CONSTRUCTION JOINT ._, aEE A FOUNDATION PLAN FOR LOCATIONS r24� DETAIL, STUDS �5TUDs 4 FON WALL DETAIL o DISCGNTINUE BARS AT JOINTS is�,.� '/�" , I'-@" DE-FTG32 �� 3/ O - (0) 4 1 -@ DE-FTG31/�?x6 : ILL PL 4TE 2x8 SILL PLATS ---2xb 5TUD8 • Ib" C 'C PtINT SLAB EDGE WITH FOND 2 -b �/ 2xb 3Tu 1 • Ib" OIC LU/ s, „ � AN BOLTS �/ " PLYWD 1 BREAKER BEFORE POURING W/ I/ " PLYWD I � s AN BOL75 • 4 -PJ O/G � ,/4" WALL PNNEL ? -�'' � II -•-2x$ STUDS • Ib" 0/G • 4'-@" O/C- 4" 11 NAILING ADJACENT SLAB FC GONG ,y -3/4" GC,'L BOLT 46o 344"x2'-@" COIL BOLT IN L- FC ---- 2x6 STUDS • ib" O/C ---- I/i" PLYWD IN INS�KT5 14S RECESS SLAM 46 INSERTS • MAX V-@" X1,4„ 1/z" PLYWD 5 - 5" CONIC SLAB • `� AT GYM FLOOR -�,�" CLR 144 WALL PANEL -- � I@? -3' - / I02'-3" MAXM42 @ SEE ARCH Ix3 KE't- a 1i° . • b" - 6„ • • -�.-----_- --- .-_ 3-95 3-5 - _ i@2'-3"AL _-_- FURRING _ -� � _ _-_ CHANNEL ,` --'--_-- _ - T I - g„ • • • • I: '-'-1 a ------- _ 6" FDN WALL ?'-@" ?'-P> L-sit - s • _ -_ 8" FDN WALL __'a V • Ib° ____ '4 AT t13" E.A. WAY = -18" LAP MIN 8" 8" 12" 2" CLE.'R 0 14" CONG WALL 2'-m" `' - �4 V • Ib" - ? BLD'Gr P �P1ER I-5 N TIB _ -- -I-�S N tB GROUT CONTINUOUSLY --- __. `v 2 - "5 GONTIN.- - - - iv -` ---� �4V • 16" O/G EA FG q PLACE GROUT WITHI;�� ,� ":'/4" AT PANEL EDGES 2- 5H TOP 4 f'30T - _ -_- -- - _- - ---- -- 2 DAYS AFTER PANELS -- - =_ - - ---- - _ ------ 4 STIRRUP'S ARE gE'� -- -_.-- _ 2- 5 CUNT. I@" I@� _ ----- - 2- S CONT. • • 12" O/C • 4" CLR --- _ ��wrl -- ?'' GLR °D it1 56' 3" CLR � I@" DE-14-5 18it LAP 3®,G SEE ELEV B. Is I SPLICE TOP • PANEL JOINTS 1_=81, BOTTOM • MIDSPAN ----- /� �--3" CLR - ---------- -_---- „ - `1 rG INTERIOR FUN WALL ■-- i �-- _- ----- -� —-_ 3 -e 4c.Iro�o r 0,'JNDATION DETAIL rj� DETAIL l4,r.- ',• ■ 1'-@" DE-FTG15 !�, 3/, „ �� CONTROL JOINT AT 8` SLAB DETAIL 2(o DE's AIL so 14.5 ■ I _0,, DF-FTG23 ,�� / 3/4" , 1'-@" DE-FTG@9 },d,5r 3/4" , I'-©" DE-r ',�� 3/4" , I'-@" DE-FTGI@ �'� 0 6 804(1 SW Shaffer SIT 95-003E BUP 95-0428 5ff 95 0045 .,...._ sip 95-0501 10 of 52 ` IF THIS NOTICE APPEARS CLEARER THAN THE � OUT- 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED lI�{ I{!�� !�I►I{I�Ii�j►II{I f !{i{Ill�11111 !{!{I{I1II1{I1I I{I{I{ijlll{I 11{f{� !��(f{f Iii{Ili{i�l{ij! IlIli{i�i{i{III{I{i{I�ijiji Ill{III �{�{�{� I .l{ll I�Ijljl Ijilf�l I)f)I . . 3 — a ���lii��li,�►Ii���liii�ItnNII��I�Ii�IIiIIIIIIIIIIIIIINI Illlllill III!!{III Ilif�llIIIII!!Iltl! IIUllllillill{lIII iU�{INI lflllllllllllll�Illliitil►ill{IIIIIIIIIIlNI{Illtlllllhilitnnllnr I,ulI111 nl�hE��liili{nay ►i�il��si inn{n!t mil.m ��iilm�inlllntthllllllu►n11ln�1� I 1 po To TYPII✓AL 00 60 - 40 30 a- 0K4x!i4YO SO 0 2" CLEAR �%� T9 4x4x� ��� _ ••L/ y F?9 B�4x '+ TYP _ . _ _ // 2° CLEAR —~ • • ��' - -a .---moi _-•ice-� _-_� _ T9 Bx4x'�+ TYP 1 _ _� - - - - - - - w X1 . ..-(.lien --~ INTEL T .-•. TE 1 ' Ni NI�i 11 784.4x'14 I I I ' NI 41 141 s 3 TD Rc4•I4 TYP "' 1_-yl 1.�.�I. I ~ <p L O: �� UD8 2x1 T T9 8x4.11. TYP EXE: 6-30-97 D I I I ) II 14" tJl/3DC . r6" O/C 1 7 I GL 5vixlmI,, I1 2 ROOF ' FRA_MIWO PLAN - COVERED WALK (ALTERNATE NO. 2) n 146 m„ — -cWRF Q N N Z m. ! _ - T9 3x!14/40-1- /7i VERIFY Il'-0" ._y 12'-1" n - • TYPICAL 11,_0° 11'-m" ___ I�_•_m„ 11•-m,. b p3,-I'h" CLOSE END W �4" IC e S 1 • 66 • 8 I T9 5.5x'1 __- ° COLUhM W/ '��" Ie a a 2 _ -�- --- -�- ---- --- ---- -- -- CLOSE TOP OF _ - ub r - TItl195 a o Fr- L-- f] �]� L J . . • • j:Jl L� �J I� ' � II„JI f „11 f„1 � � f; ,J r — \ b FTG D'-0"x6'_6"� L- L� �1 J -� � J L_ UO 26 16 FTG 5'-0"xb'-6TY 22P SQ T: _1 LJ 1 Bx4 TU68 TYP 27 PLACES �fl/J r 1 0 ^-' . 146 141 I _ . . r9 COLS w A a I' I� COLS OSF� 2 � xSx 1/4 V� Ir � 46 � FTG 5 m xb -0' / Oa TUBEI . . I • . I • • • 146 • #Lg: I �I • ��_ -J __ -- _ -- _ JOINT \ -- �---1- L- - _�_..� L� J _ _ - - _-p _ 5 _._CL08E TOP OF N ° 7 - - _ _ _ - . _ _ _ _ _ L •. ~ -_ �__• -�—} >s-�`='�:_ ____ a-- -v _- a.__- ._ __ J - - - - - - _- - J L _J L_ I COLUMN W/ U"•,---� 3x3 TUBE f {. E K W L U — -- �1I I 11 ' ''• . I I I I TRUSS H M q , MI FOUNDATION PLAN - COVERED WALK (ATLERNATE NO. 2) — 8x4 N D BU LDING DE-CWFDN ( d 4 n WALL � , TYPICAL OSP. COL O.S.F. CO MITER JOINTS 4 8x4 TUBE 4 px4 TUBE CLOSE END OF •• T9 5x5z'� TUBE W/ 'i+" R W/ F.P. GROOVE WELD 4- + �� 114 •0° GRIND FLUSH COLO TO 3x3.'4 Q(Ily'_0") -<TYP EA PURL IN 10" 3 TO 4x4x,� Ih" BOT DECK Y tS 4x4 ! >�GENT R BRG R 1x14.24 x xU 6- "4x16"3" AN BOLTS 3 f TO AA TO TYP - -_.�v ��� III'.,{• I��_0�� �7F SOF EG TION '�' 74" O F TO 2x2.4 '� To 2x2x',4 (112'-4") 1y" ear DECK r6 axax'.. 101'.40 TYP_ ECTION AROUND[ '{ 10 -b (IIO'-4 -1�_ 2,-0, tOTECTION i *RUBS- 8x4 TUBE - 4-12 GOLUhM BASE TO BM 3 4x4 TUBE FTG 5"_0" SO x 18” w/ 5.5 EA WAY M 84 TRUSS ELEVATION l4 TRU88 ELEVATION 24 �7AE TOP 4 BOT 146 ,` m" DE-CW102 146c" DE-cwma 13 DETAIL DE-CWI04 146 '4" I'-0" DE-CW101 TYPICAL ALL JOINTS _ r 3116" FILLET WELD OR GROOVE LLELD� 121'•pi ^ _II. L GRttJD FLUDH � - $—� -- 24 121' at, - PURL :4.4x"�,.", N To 3x3x 46 U"° BO' DECK 14n 33 EGri11AL SPACES lye„TYPICAL i TYP .� PINTLE FOR RIRLM - BOT DECK-TMITER JOINtB / -T9 4x4.'1 TB 4x4.!1 C-LciSE ETdD W/ ly" R,h % CORNERS W/ + T9 4x4x,4-�0111 -1 � GROOVE WELD ' k " T9 41:4xqFvT9 4.4x'14 �- Tg 4x4x'i4 ` - �r_BOi DECK ly" ppT DECKT9 4x4x i4 v U " r9 4x4.'1+ x4x'• _ - Q __ - _ .•,TTS__. - px4 TUBE T 6K4x� + 115'_0" -- 6.4x1 TS 4x4x'/4 114'- TO 4x4xI/. I4 4 1'/4" BOT DECK \ �y _ _ 4 -1 - TS 424x1 T9 4x4x T9 3x3x'gxl'-2? V 3x3 TUBE 114'-0" T9 Bx4x� 114'-1'i�" Q CLOSE END 3x3 TUBE +y+ " -TYPICAL }I •�, + �1r T9 8.4x'4 ^� Q 3x3 TUBE W/ 'q" R • \ I Ag1 % 1+, I" TYP CLOSE END OF +_ TUBE W/ 112" IE BK4 TUBE N C„ To Ox4W14 TS Dx4x'i4 T8 Dx4x 4 Bx4 BE 105' 4" T8 Bx4x'ii -_ BTWN COLO BTWN COLS - -Q---- I r� 5g 14 14 -Bx4 TUBE J 141 14.6, ACROSS REAR >1 6 3 TRUSSTagg T9 Bx4x'�i 8x4 TUBE TO Dx4x'p 1 ACRO55 FRONT q O.SFC. [~ U 10" @'-4" 10" 10" IV 12'-4" 4 8x4 TUBE C� 12'.4" ,0, b" 'V O TO � 5.5x111 --- To 5x5x'r4 TUBE COLS -- �i 5x5 TUBE --�� -- / • TUBE COLS FTG 5'•0'x6'•6' COLUMNS 2,-01 - b-S• x 4'-6" f � 5-•s x b'-m" Tv -- TOP 4 BOT DE-14-& -� T EA WAYr IE" I I DETAIL w6 ELEVATION 5'_m„ 14 ,l o _ ATION 2(0 _ ELEVATION 146 JE-CW100 146 m' cJ — r 16 ELEVATION 46 ELEV �\ BO 70 1 + DE-CW100 1414 �,", I _0" --- DE-C'W10O ', p. ; ) 14.6 + 0„ DE-CM00 1,dn I,_0n _- 8048£WShaffer SIT 950036 4C 30 14.6 DE-CWI00 Mc9/28/95 BLIP 95-0428 FIT 95-0045 \_ • 10 8 BUP 95-0501 11 0152 IF THIS NOTICE.APPEARS CLEARER THAN THE OUr 71998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED S Dhili iam t lily IMAM:cx;. i�li i i i i i�ili i i i i i iji i i I I f I i I I I )ililili I Ilill�ll,lili ililljlll)I)II I III III . I III I I III I I nR�fi iltli i i i i 11111111 �lili �lilil� Viii iuhm uulun nulnnluulunuudllnhnlhm IIIIIIIII1111111f1 Ihi111111111111111 unlunUm!nn mlun nnlnunndnu mlh,unulhununlmm�uhrdlullull unluu n�11 1!�ilulnnnnlnn mdml uulmf!I!IIIII�Iil�I1!IIIII !IIIIIIIIIIIIIIIIIIII,f 24 x d0 70 60 60 40 30 20 io �J[R E A , J 07 EXIST TWEE6 (TYP) PORTLAND, OKGOA f .7 ,o i�►�"I'I � Iq , n :•••"� -� d 'z ww �c -- - . -ar. ..�- tea.- a ... �'_ PROPERTY LINE V Q .� [ O i lie If 1 _ ►. _ I 2 13 ---- ___ • .�' RXI67 PAVtD PLAY AMA � ♦-- -� _ --- T AVD m PAIIIINO f / Y4% I _ 1 • • - --- !x1• uw.x O �I�! a 1 • �.:J DWG�i3 ° Exler 1 6 F) EX16T E4 (f7P) p LAYMT C�� 1tl \, AXISTPONT BLDG IST fe LIGNT (LT) \) '" r104 � < r. 64Ns \ I t M J - Q I �j N % z 0 EkI6T WALICA --- - I z o LT 10 I I TRA i "M" - 6 \ism — I I DUIIMA CENTER 4&0 OF (7- e3 I � I - ..k � •' � •. � ( � I I �""7 civ �� r f to 1� �� I K ! to dl ARM a�TM A001" M 0 i IIn affod OF l[XI6TING PA "41$ LOT Q UTILITY V i e cu ��� EASEMENT L lit a 16 -- _ _ _ L t 77 AI�'I�oN IL 0t"r AIrCING r AV~c, � ! I 107 TY LINE _ _.. � _. .... ;- � ._.. _ ._ � _.-.--— � 'll SITE SUMMARY (Ammwx 6F) �, F� i ,� TRlJC'i ION O I I r'�, /�-cc <1 � �, c•� :L,< ���-e�-�'" EXIST GRAVEL ROADqA� �. AREA ADDITIONS • 39420 OF _ _—�___ - SS AREA OF EXIST'G ■ 23115 8F .. _ AREA TOTAL DLDG • 63175 8F UMM CF C.ON6TRIJCTIaN I 1 TEMP ft4FtY CHAIN L 1140 PENC 1 � LOT SIZE: OAS A I EXIST BLDG: 3b=13 OF . 39420 SF (NEW) �r�rAh PORTABLE: 3360 9F- (TO DE REMOVED I3c*) ' ( PAVMCs: 6 °.!7°,!8 6F . 4"0 8F (NEW) LANDOCAPE 261101 SF (216261 elF AFTER ►4EW ADDITICDN) �r C 1 �1-�� J• - SITE NOTES I j'�(d� I P� 1 , f� I esu 0t GRADES 5WOUJN ARE EXISTING IeE1=ER TO GIe.4DM�s PLAN Pae NEW GRADf<b -- ` l y /r 1 �,8 y Z DI6GCJNrECT POttlEiq, INTER(.OM'1, FIRE ALAIQM AND R)r'MOVffr LINES 4 a AND CONDUIT FRCM ROOF AND BLDG PATCH TO MATCH EXIST POtTAISLES .'O 15E RELOCATED UNDER SEPARATE CONTRACT M 8(l"MER OF 199ftr;� 1 h Q REPAINT PARKING LINES (51•aOLLN DA81~IEDJ ( �1 '" / W 1.a -- 71 l� i 4 PAINT PARKING LINES BLACK / +, C� INSTALL EXTRUDED CONGIQETE ('7UR8 11�-IERE PREV10U6LY l�T1OVED ORELOCATE E`<18TING TRASH BIN AND REY-OVE C0NC CL RB AND SLAB + �t '14 VERT , / I VI *10, UG E-4 WAY, f:XIST DRIG� PAVERS AND FLAG POLE TO REMAIN , \ ► CITY OF Tt�ARD moved �' 4' Ct7NC PAD AND BIKE. RACK �. _ _ _ _ _ _ ._.__ ._ _� �� CondlffonsW Ap ved ............................................ [ 11 Q For only th�wt1; , Qn dv-rlbed In• .+,i c�vEL 081!014 1-1/2'-V* }BOCK BABE e°DEEr I ' pEIi1wN'r " 12 d l-- --- CC i I I I A 4 'Nh..................... . ...........I...t.•...I 1• to �MpyE EXI6T TREES I ,\ 3 - 04 11 DEM10LIdN EXIST WALK. WE DWG 2.1, DWG 22, DWG 2.4 � � � � Job Actor, SEE PLAN SHEETS FOR NEW PAYING 0 p��_Z _`I I- 13 RELOCATE EXIST 6HED TO PLAY191ELD N Ia -_ - �. - -- r - _ _ - ___ - -- - / I 00, owl°o IIS t4 rink." , P! 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X10 30 20 10 8048 SW Shaffer SIT 95-(1036 BIP 95-0428 SIT 95-0045 SUP 95-0501 13 of 5+' ' VA IF THIS NOTICE APPEARS CLE^RER THAN THE 0('r 7 1998 / DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITX. M11 FOFILMED 1 1 ' l�i�l'I�I �I�Illjl�l�l�l�l�l I�I�I�lil�l�l I I�III�I�1�1S1'I I�I�I�i�l�lji 1 !�1'�rjl�!�1�1 I !�I�!;I�I�I�I I I�I�i�l�i�l�l I i�l�l�ll1lljt ( I�I�I�III�I�I�I �I��I�I�i�1�1;� I�I�l�I�I�I��il . p INCMLLMAM IN CHINA I �tllllltlntlltlll!!IIIIlIiI!Iillilll!!IIIIIIIIIIIillllill IIIIIl11! Iliill!!i lilf�litillllliilli!lill�llll!IIII�!III nlllnnlllilllnlnll�nullnll!!nlllnllnlfUnjnnllllllll�I�1lrinn iulltnl nlljlln 11111nt1 IUI�II11 II111em 111111111 Inlllnl nnlnnt;ln�llnl!nnllllitn 1 f i so 70 so 00 40 so so w 0 I 0 TOP OF POND EMENDED DRY ' DIE 7ENTlON PGNp OU U � 434.5' J .... TM LINE Rj� UNE / REI'IDVE EXISTIN ' I / SPA A rYsD CU IIS/ m•.. i I I - I EXIST SLDo I / Mel I � III I I I I I I — I I I : I III I I DURHAM CENTER i i: : III uI III 0 2 III EXIGT I I I JIM I ISI ' iaT,l GRAii — _ � I I I co .•. _ .,� bi. r.... J _ I s INIF \ ---------EXISTING OR VEL ROAD ----- O s`' I LEGEND SILT FENCE DETAIL TYPICAL I I 1� .� EXISTINGC NOTES, 1. INSTALLATION SHA--L FOLLOW THE MANUFACTURERS RECOMMENDATIONS. FILTER FA13RIC .MATERIAL 36" vODE ROLLS MIN. ATTACH TO I I NOTES 2. POSTS SHALL BE INSTALLED SO STAKES. BTHAT A MINIMUM OF 3' EXTENDS :1 � 4' PVC PIPE I'-6 EIELOW GRADE. GAP ENDp ABOVE THE GROUND WITH A MIN. I I \J AND EXTEND Z' EYOND CURD OR WLAIC I W 4 2' EMBEDMENT. 2"x2" WOOD POSTS._ I , ALTERNATE: S`TEEL h I I --- � GROIND GOVE_ _.KINNICKiNNIGIC (FEN CE PC STS. t \ 4 ;R�EEIINF�OR.CCI. '{ vFTf�INC I ' \� O G .S GOVER pT JOFI� uIORT .JLU BI I I \ FABRIC MFC. l i �: � � � 3i -'�:::...::m;,rl:'.-• . I 1 \ O 4' xH CH41N LI FENCE W/ ' GATE � O St OP �ao ••["�`ryyl 11-4 � X, KK v BURY C CQ � I I I I(��'' q Z RY BOTTOM TRENCH 4 IN 6"x6" TRENCH I e �". I I- BACKFILL 8' TAXI I ' I [[� J MIN. , 0 BURY IN NATIVE GROUND I I O I E� z 5 B � I - _ - _ - -- - I _z SECC►N Bs8 CPROFILE MEW — - - - I ti 0 k - - - -- - -- - - - - - - - - - - - - - - --- - - - -- - - Q `Wi — — — — PROPERTY UNr 4$ GRADING AND PLANTING PLAN NORTH . 3'.m• -- - ---- 1 . 3 OOd95 0428 er [ir 95-0038 BUP 95"0501 Sir 95"00x5 BUP 95-0501 la o152 eo 'o 00 ao - -- ---- IFTHIS NOT ICE APPEARS CLRARRR THANTHR OUT ,' 199R DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED tllll�llllll Il h�allll 1111 111111 11111 Jill Illi III11111[lgl i gTplIp! ilil1111IJIll II11111I1111 imlll�iltll. IfW4` (I IiTi►11►Di Ilillif SD 4X. 80 70 d0 s0 90 20 10 0 D R�'C 4 I !20R, F,ER E. RllE:UA.ro✓.TOP � I'i'3W1� TI.ANU, OREGON e�, -P.., ExfENDED DRY s DET'ENT ION POND SEE 1.4 f' _ A �c_ �J I• .�. _ 4.34 S' _ R L11�IE 4 f i "r .111 � i—� •� 1; �• w w - - MIND am OF „ Ise � _ -�_ _,.. .. _ ..._..- , �, _ _ ° I • I It ' ' ---- - — PIMWVE EXIST LII OIs • ADD 10 PAIIIIIJ EX16T ,m• 6PAiii cum /'�4!i.- I I I EXIT EI�O 1 • � , • h . k• � I I I I � • l '• +— - - -- -- - - - - -- I 0 x t / ` / I I m - D z 0 4 c- � � ��y,••` .A� ,\} ,tom` � �\ O 1 AMA •04111 /0OfTf1011 k/ /X ! IDURI�I� TI� - • tflr►00 OP AIS �� ,'� ;� ' �` \k • I I -_ -- d 1 fFJIJ • W&W • 100'-0' fRr.t • IdEA' ■ 101p►• y - `s� a a It OE 1 � , ` 1 � ` F •, ,�`••./ '• ' �4. ' . . .A .,r . ,r r• ./ r /// x�`�•ar ��'/ � j / I 1 � a' N. v k K / / f 1 }�. � I I I � fLx1eT I M an >, IUIIA IIOIrTM mom ar F.PJL fe 111111i of-*' r r i r NEW I �; CONTOURco - -- — • gas;,, — —.�� _•t...,, r NJ _ _ • 1 PROPERTY U VE -- o EXISTING,, CPAW-L, F40AD Q 2 - � ExTftX>E0 caws. CURZ r LEGEND 1 • .: . .: . .: . .v COW WALK I 1 .' . .' 1 TOP SOIL •. .•.. . AB�PE�AL?IC PAVING , . , . • . t SOIL i �� • EX1611 .1 �-- TfIlEE Im' 83 OOIdC ®CIE X63 Cm � � NOTES 3/4'. I'-®' D0'152PJ10 13 3/4'• 1'-O' p15m2+001 — 4. 1WV1C rIPE I'-6 BELOW GRADE. CAP ENM Atm F I V4D 2' YOND CLWZ OR WEAK ;a 4 Z al!(;tI�ID COVER. _K1MlICKIM JJ r�,L,,� t 44 �+ TOOLED EI 'aE8 � I I --_- _\ � •; EXIST A8!°NALT C.O*IG WALK. GONG: WALK - EXIST CUI�d ' ! O G�IVOl3! COV1:R ST WORT : .:`• .. ^`I TO REMAIN —--- - I ?. O 4' 0"IN L FEW-4 W✓ ' GATE AgPI-iALTIG PAVINCs GRAVEL -. _ -- ---. : . .. . .. ♦ GRgy��. Cts • scmA IC 1,3 3/4'• 1'-®' D15P�2m09 �-3 i D15D2�2 r 45 DEGREE EDGE TOP 801E 1 I I I _--_ ------------------ 6 GRAV'EL� 85 A'H&T®C� L 1 3/4'. It-0' D150200cam I'"•t A) CONTRACTION JOINT(Cj) 15) EXPANSION JOINT(EJ) 1/4 rwICKNESS OF SLAB GOrIG WALK - (TYPICAL) PROPERTY LINE y . . GPt4VEL v • .'. •'.'. i _ • �sRA�/EL NORTH - I0' , _- -- ��`` GIRADING AND PLAN11NG PLAN � �•:O/�f T DETALIB �6 C"rOHC/�'�i14NE'� � 1.� 1' ■ gym'-o" - - -— - . 1.3 3/41■ I'-0' D15?�2�1 L:z 3/410 1'-O' G/G1 BO 70 AO 150 40 30 20 10 8048 SW Sheffer SIT 95-0036 Bill 95-0428 SIT 95-0045 Bl 95-0501 15 of 52 : IF THIS NOTICE. APPEARS CLEARER THAN THE '� 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ii Iilmet l I►I0{�I!I! I !I!I�i��!I�I� ► !I!i!I��!I!I��!�!!!I!i!I!I! ! !I�IriI{1►1�1 !• I�I�!ii�i�l�l If(ll�ill�Ill�l ! ilI�I�III�lj! I I�Ill�illllllll 1 (II�Ili�ijlji Ijlji�l)111�Ij IIIlIIII!IIIIlIill!IIII!l111111{IIIII;iI{Illlitllli111!i!I !111(1{1! Illi!Ilil IlII!!111!IIIIlIIlilllllllllllllill1111 11!!!1111 IIlllltlllilllllllllllllllllilllll�tlllllll!!IIlI!!tll�II11l111!!IlII lIIIlllff Ilftll{I{ illlll!!{ IIlIlNIi ttu11tt1 {n{IIn{ !n11ul1lnnlnnin111nI111I1IlIni{n' , r . , - r •'. - _ '. •a4 ,� r '�� "� :i 1 YM� ^,, .. .i41 •• ��, d. 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'^ -": ,.-,�_.._ -.,•- - --- -'--.�` _... -__ -- �'� �� �\ s.Tom•"� _� � n �� II � �. ----------------- ---------------------- ;---.------------ I- ---•--------------- 0 �J 4gi EXIST C� SD , Is i s n /y� I ISL/,XIS � i t� u� �e ; IfSLU I' Q) .0 ;1 DOTE a 0 !llRMovE ExrdT cle. INSTALL �� � � � •" NEW ce O� EXI6T STOP1lP9 LINE6. ttlEca+ECT EXI6T 6D TO WEW Co. CONNECT NEW ___- 1JNE ; 6' PVC 60 IE■IS4bw. DOTT OF C8 16'! 0' U2WW PARTIAL SITE PLAN WATER OUALITY SWALE n ,�RPR,, I T ��=T ►��I�.L MORTH " ~ 1' • 2o'-®' - ..� O SIIIALE FLOWLINE TO DE 2 FEET WIDE SLOPE 0,0115 FT*T SIDE SLOPEG Ibtl --"--'--- O M' Sp GONVEC'fi' FPTiOM DITCH INl-Et TO EXIST Sp ~^- lo -4 /�Q�(�d`��(�;(�(]� �'4' 942t�1 O STANDARD DITCH INLET (FIELD INLET)CsTATE PLATE EL 191.16' DURHA!� ELEMENTARY SCHG�I WATER QUALITY 9WALE `� 8A �� 80 SE;LIG L�:E,%RUEi7A 1 f�• s AT - KIMNCKI�NIGK Al' Ibel SIDE 6LOF'E® //� 1 A! ` a A 111,1,1ALE FLOW LINE. �♦ w n M t T 1 O T • .f / L A 11 M O /II�`� Im/17�T 10 hr 8048 SW Shafler SIT 95.0036 - _ `_ 130P S5-0426 SI1.950045 13UP 95-0501 16 of 52 mmm ..4�'�' '- ��� +....-•: > i�+l ,.•.r.+r.•w.r,wren _-..�-...... . MM1�'♦•Ax! �:,c��,,+ 1: •r r r IF THIS NOTICE APPL ARS CLEARER WAN THE OUT 7 199P M Dt)CUMENT,THE DOCUMFNT IS OF MARGINAL QUALITY. 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W PROM EXOTWA P'AWRIO LOT C15 (Ce-I) '�. - - r ANp RECONNECT TO NEUJ 12' 00 TO EXT"CIED DRY UETENTICN IMOIo _1' S O !EE hFCNANICAL DWI b FOR EIUILOMG DRAM LMES I 1 � t r4 , W 1 I ` J� p i 4 a -- -- - WR 3 - - - - ---- MINE Tr viz 9i21Ot4 NORTH se SITE PLAN - EXTENDED DRY DETENTION (EXDD) 1 .4 �. 70 aO 60 40 �� F B SW ShaH.r 9UP 95-0429 SIT 95 0036 20 TO fiIT 95 0045 SUP 95 0501 ISO 52 IF THIS NOTICE.APPEARS CLEARER THAN THE OUT' 71998 DOCUMENT,THE DOCUMENT IS OP MARGINAL QUALITY. MICROFILMED SDilili�RIplil� M IiI0WIIIJi;I I I I I II;I�IIj Illl lilllll � mhm nulun uulnuhm6nm'nhulluuhw II 1111!11! III!�i!IIIIIIILAI 111111!1!!I!III!IIIA!III!!!!IIIII!II !ItIIIIIIIIiIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIItIIIiI Ilglllll Illllllll Iill�un nn.n,i mdnn ullhnl ,u-hm�nu—lnu ml�hmhmfn�lnu 24X f 80 70 80 60 40 30 29 10 0 TCF' OF FOND 1:XrfiNI DRY / DETENTION POND "SEE IA 1 . W%A' - 1 / T • - --'— —_ -i! ice . ---- i ri. i 434.5' •. � __ _ —,. -'i LINE-_— TYQEER LINE ------------ 3 R hove EXI6T C RD - ADD - LINE of 1 ! I ID PARKINj% EXIST 6PACE8 CURES EXIST BLDG 19 .61 DURIHAM CENTER • ISI � � .. � It CIEl / / \ , R ! • / EXIST I I I ' �. A� / / CONTOUR 3: ac .E•. t \ NEW I I cowoult GRA96 / I h;• • _ — — .•, .e._ ' `qtr —f — •• ................. 1 ..•, ol - u• - �. - -- - J EXIBTIWs ,MRAvEL ROAD O SILT FENCEI LEGEND I CJ DETA!L TYpICp.� , �, I NOTES, � ' • EXI6TING 1. INSTALLATION SHALL FOLLOW THE MANUFACTURERS RECOMMENDATIONS. FI FABRIC ,M6TIERIAL3 » WDE ROLLS MIN. ATTACH TO II NOTES E-42.' POSTS SHALL BE INSTALLED SO STAKES. __ Q THAT A MINIMUM OF 3' EXTENDS i 4' Pvr- PIPE 1'-b BELOW GRADE• C.AP ENpb 4 V ABOVE THE GROUND WITH A MIN. C� r WWI AND EXTEND 4' 1r OND CURB ORt WLAK 1 ^•i .. EMBEDMENT. 2x2 WOOD POSTS. I� ALTERNATE. L �/ ��£ KIMIICKINNIGIC r _ FENCE POSTS. � � i � . 1\ r REINFORCING NETTING Lai u - . _:iii IF RECOMMENDEDBY civ I O GOv£ht 8T WORf . . j FABRIC ? \ :i:''• MF I I 'tet z u=i s O 4' GRAIN L I i ENCS W/ ' GATE i g S(� iv < a N w _ � u BURY BOTTOM F ( z _z r � — 0 I � I' Gi TRENCH \ FILTER MATI­ O m » �• I q r m U. < /IN 6x6 TRENCH I l_ BACKFILL 6» ` d' MAX. MIN. z BURY IN NATIVE GROUND 0 I 0 SECTION 13-13 Z PROFILE VIEW oC w _ d PROPER'rY LINE 48 GRADING AND PLANTlNGNORTH _ PLAN 1.3 V . 30'-0' -------- _ -- 1 . 3 70 8048 SW Shaffer SIT 95-OC36 c;a BUP 95-0428 SIT 95-004,5 40 Bull 95-0501 17 of 52 30 =� ")0 IF THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 771 111111!1 T41111111111111 I rtl�t�t�t�tl+� !�!�!I!j!�i2t I hrl�it� ill I IItI19t�!!►li t t�I��(i Mit t tl!I!fi��it t�►1!It�tfiliti � II�Iltrrl� ijlit)Id� j mot m :N _ ` �!IIIIIII IIIIIIiII IIIIIIIIIIIIIIIiII_1!�IIINi!11if�lli! 1iil�llll iilll!!!I I!i!�!!!I !lIMI!! IIlI�!!N!Ilil�l(I! !{lflili! lINlNill�+llllNf III(IlillNllif(1(1 !llllfitilllit�llttl!(li�l(11 rrrlll(11 Irithlrt 11N�fflr trlllttr+ttlt�tnt tttrirstt �Il�lllt tlllllln tttrlll I ' 1 11 i 1 ,I so To 00 50 4C 90 90 10 0 y WER R40A 17 L�iV _. T TREE6 rrYP) f 0 -- 11rlr'.� t 7 Y��AOR R AND, OR[CON ` PROPERTY UNE 114 .� �, I EXIST PAVEp PLAY AREA ° I .� •- -=exlsT u►�nL+� to wally ,- - � � ACD Icy �Awclr� i I --- ---- q !°IDUJECT \ e 4 D 11 �11Ksi3E •+ // C I I O X. I EX16T E4 ( ) oy. LAYOUT \\°�• tt) II ' I I EXIBT BLDGFlow I I � ` Ex16T EXI6? � + I �� •I I • Lh - . Y � EX16T WALKS 19 Lot 1- ,o " -Ex16�t R 1 I 14 i ► �rroo VOMON i Ate,► �n.cl 1. - - l DURF" CENTM _ W 46ft SP 2 _ r 1 00 00 AM MOM A001ift • soroo ��� I I ExletlrO PAwcn� 1.,o�r tq 12 13 10 \ `- I -UTILITY o �,+ 1t _ I I�1,3 EASEMENT 3 ,s i _ I - / a1�v1El.. I L3 F44 , ._ ._ ._ — -- � •-- PAIIPIrs PAYG _ _ O IR. . 3 Y 17 PROPERTY LINE SITE SUMMARY (Al�eox� OP) . EXIST G=RAVEL ROAD YRUCTION Q) AWA 4DDITIQN6 • 9942® 81= -- pb AREA OF EXIST'G 23115 SF AREA TOTAL aLDG ba115 6F L POT VF r'•ON6Tl6JC•rkm LOT SIZE: 5,48 A I 04AIN L INt P - EXIST BLDG: 35 MS 8F a 39420 8F (NEW) PORTABLE: 3360 SF (TO BE FEMO vED 1996) i PAVING: 692V. bF . 40M 3F (NEW) LAND6C:APE 2wioi ar (2i62si SF AFTER NEW ADOITI<7N) SITE NOTES I OGRADER 51 0WIN ARE EX15TING. REPER TO CIRADING PLAN ROR NEW clptADEg 8� DISC NINECT POWER. INTE;RCOMM, F, 4 �, � ALTCW AND REMOVE LINER ,\ `.J � �1DUIT FROM F1Q�'O'F .�WC� dLDCs. PATGN t0 MATGI•� EXIST PORTABLE:6 Ti._1 BE RELOCATED UNDER SEPARATE CONTRACT M &J-"ER OF MM �l REPAINT PARKING LINES (514OI1N DA6NED) I \\ 1 4 PAINT PARKMrs LME!! BLAc;IC OINSTALL EXTRUDEO CONGR�ETE CURB WWE:RE PREVIOUSLY REMOVED t3 RELOCATE Eat;BtING t�N BIN AND t'ZEt"10VE �C'.OIVC CURB AND 61_Ad � .St - 04 VERT ►� a 010' OG EA WAY (_') EXIST BRICK PAVEr<S AND FLAB POLE TO REMAIN , � 4' GG*IC PAG AND E31KE RACK I - —•-• - � ,r I ' O GRAVEL APRON t-I/?'-0° RUCK BASE t3'DL'•EP ----- - -- --- e c, I V 10 REMDVE EXIST TRF'E S ' I t 3 _ 114 G DEMOLISH EXIST WALK, E'.EE DWG 2.1, DwC� 22, DWG 2.4 i 6 SEE PLAN P"-ST6 FGAR NEW PAVINCa t` , Q O ll t3 RELOCA ► Q ,p C� rE EXIST 6++ED TO PL.AYFIELD 14 EXISTING U1.4TltR METER -- - i3 REMOVE EXIST FENCE t6 6 FT WIG44 C WAIN LINK FENCE (SEE DwG 13 FOR ADDITIONAL FENCING) t 7 EXIST C:14AIt'' L INK PENCE TO REMAII•J "' -- -- --a--•••..� s ___.-._-- C TY OF TIC ARO PROPERTYLM1NI✓�pprovd .....,......•................. °........°.......... to REMOVE TREE I C� AND PAVE FOR t'orton{�fhry.Aperoved 3421011 .........[ NEW NC PARKMG 61m'ACE �r , n^, r1�lA0t{br�1 In: PAINT WC SYMBOLS (3) 4 IWALL WC PARKING 61C;N6 f 3) PER NORTH I' 'FIVIT 14, f/J� �.�=���� b CONIC WALL CaDE S�1'E �� . • . IMF, OW 13 I�cil1! 61TE DETAILS Atta h.............................................°...( ); i.l I/2 ' = I'—:�' CONCUJALL !.1 1" ►'-o' - _ Jabltdslrnsr+ . r ;�.�-� t L `' «�: ., - .:� ; . . •- qyt -�i r° �. Date: �UG�r�.'� t 'd+ t0 /o , 8048 SW Shaffer SIT q5-0036 46 BUP 95-0428 SIT 95 0045 t ' `ice' l r ` t "� i° « C fi?4�I1vL /28� BUP 95-0501 10 1 n 0(52 �. .: ' ter. , �2 �s ' rr" ry ' ', ` l J r� fJ / i tt• . q i t • c i - -..-.mer.-........—..._._._.. - ---_ _._"'-"_...,......�..._................. .. .. •. w �• •:. IF 7HIS NOTICE APPEARS CLEARER THAN THE. OUT 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED fl1IIIIlllilllllllllllilllllllllllllllllllllllllllri' 111111111111Ilillllllllilllillllllllll lilllillillillil ' - 11111 MmwINICHINA lillll III � III I I ; II Ili � li II , III 11 I II II III CI I III II . II IIIIIIIIiIIIIIIIIIIIIIillilllllllllllllllllllllllllllllllll III111111 III{l!I!I illl? { ► I � t I . : {IIn.1nIIJ{ IIII,lIlnllllJlI,1111Tm,IIIIInIuIIIII{{ILII{IIIIIInIIIILIJI{111nnIIlnl{III+IIt{IIIII nlll{cII II{{I{cll{{minls nilhlll,clllll►nlln{I{nl 'n{luulnniu{{Inninnhn{!Inllll; 1 70 00 so 40 90 20 10 0 . i — W Al {.G' n �{, e s,4� 1 py n hh1 � � r• AWNr� Y N wz �f o foci z Now all t jrjrsir 4� n da-1 � ! E � t t/ t Ir �� 4 i •� a � �,{ '� a, t�1 � I I � 4 t �f I 1 ! I tI • c " R --T ' SII a • n � � SR � �\ `: _ I I ri V 1 < N s � I 1111 00 A /IIYICe --�— � O I : 11II �! d E I t 1 III Y-. y y rfowpuw'-00 y - - - ti t- 4 E E do t .-I .� �-�'4'-s,-- Tt ♦ ( I I 1/� N Irr rr rar E t • ♦�� ROAD -- jig a � �• Ra q o °o lit � f Ci 6 ! tF Ct ! `ea F w k p 1 ! z• ,} __ NOTE: N 9 tk1RVEY WAS I IWe AMD BY THE CIVIL � 0 9 g Rl APPEARS ON THIS DRALANr, THE 6 NAM E r I� �v It v f♦ ENGENEFR OR IN THE DRAWN426 Y. IN vOWINCLUDATTIION OF THE CONTRACTOR ►" 3 SELIG/LEE^EDA ARCHITECTS IN NO U)Ay 9421012 ASSUMES RESPONSIBILITY " THE — i ACCURACY OF THIS OURVEY. z„ 1 * 2 70 1 1. 6046 SW Shaffer SIT 95-0036 00 6Q 0Q �v4 SUP 95-0426 SIT 950045 �Q 'jQ io /id/9� OUP 950501 19 0f 52 IF TH IS NOTICE APPEARS CLEARER THAN THE OGr 7 1999 tDOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SDI II IIIi� I IT eo�IIII MAN0aIIII 1111111IIIIIII)lIIIIIIIIII IIIIIII IIIIIII IIIII 1 1IrI�I InII I IIIIIIIIIIIII I II IIIII III IIIIIII(IIIIIIIII IIIIIII IIIIIII I IIIIi�III IIII 111111; IIII �f�`1�T�� I I 1 (IIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIII!IIIIIIIIII IIIIIII!!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIII!! IIIIIIIII IIIIIIIII IUIIIIII mdnn un6m indunhu!hm unhminni!u71 24X / F1111 1 Pill 70 so SC •r. ' 40 . . , e. ,.: ti;,•j•, ywf4r••d'.wt....ad'` ."•!N,"7•' if"R' „',"^Ryai' 5.' '""��'. �i #/:51 'F -40" '' '. 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' � • 4' CHAIN � or GRAVEL + • • • • GRAVEL'k I -� --#-L i W'-7K �ONC/Aa�1'�t,T 64 a7EwALK I II� 1 -- _ � �+ q !3 3/4'• I'-[i' D�*,�'1f�9 13 3/4"1 I'-?J' O 45 DEGREE EDGE _ rn — k x ` TOP SOIL GRAVEL i-' /I ASPH&T EDW I 1 1 3/4'• i'-V' --- _ E CONTRACTION, JOINT A � J 4 1/4 THICXNEbb OF SLAB CONE WALK (TYPICAL) If PROPERTY LINE GRAVEL GRAVEL -. 9 1 ml 3 �. _ L R NO tN �� F` � . . • • • GRA�vE �•^,�9••-i Im'- �TALS GRADING ANC) PLANTING PLAN �'•'�'��,, . .. gk, �K�IIR' bh OOIiIC/�AVP1. � 13 3/4'• I'-®' 019,02001 13 3/4'. 1'-0' c/G 70 60 4,• 8048 SW Shaffer SIT 95-0036 46 , SIT 95-0045 M 8UP 95 0428 _ BUP 9'5-0501 20 of 52 1 a ,r r •,. '� tiT' �� - �� 110 �/ •s'"rl °Sr;• - ,i.�'f ty.r�• k 5 •,; st "� -�`>> u• :•t i. i' J. + `� � .•. . . IF THIS NOTICE APPEARS CLEARER THAN THE U('r 7 199A DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Pi-6m W- m ►1i��(►��I�It �!�(�� CA" I 1 I�I�I�l11111111,'I1IlIJIlI1I1I1i I�I�I�i1l�i�l I I�f;�jlil�l�l I I�I�I�IIl�ijl II(�Il�l f liijiji�ljijl i I�ili�l I�i)i�l � i�l�l I;IjICr lj(j(jl ljl�ll INCH MARC IN fH111A I !►IIIIIilllllllfull!!llfullllltltllt!Inllullllllllutl nnlltll Inl!!I11 tttll== IN�liitliilt�ii(I�filtill lIIIIIIII IllflIll�Ijlllllt�lllI11111111lIIIIIII�IlIIIII1111�111111►11!111' nl1(inl Iili�illi Inlltii) Ilultut ltlllitt) Iltihitl !IIIllill II{1!1111 illll111111111lIIIjl11 1 Illi i i nws'•��ww• � a• ,i.r t 40 70 80 80 4 Y so 40 10 O , l EX16T 0' 6D d' Expo DRY401c f DETENTION POND ' SCG I i OF2TIANU, c ORE 4 Ib5' I6�' Ib'1' oil 434.5'low _ Q �-- p1�ElPEI�TY UNE ..' '.�"' ill �1'� w .. •r ... — F'R �. L – — .�..�.......�.....� �. �. low OF co • � � � I � � b E►a7 -- � � I I G� l7ltT-2 Cd IN-1 �/- - M --- ?� - M 11 �-- -- r I Ip I Ga t?!Jf'-3 3 .x,..�_ :`Cl 8U P.d�1�GING LOT i Y xl T EXIST 81.C3� �qbT E 6 I I I I ! 1 0 I ,�• 1 i I I I N x G p " - ''' I ID z ct _ ( r\ •. � '� ��` I i =".w.=ma.l.:a,•-M....,.rw��rr.,..rr-w.........w.,,....�.n.,.,.�•a..«.:(•1 .+w„k.� •,...�.�. �.»a.d ( I 90 I I Av.n so�nw AcoRaN . I + UUFit" CENTER ►� >Irl"ao aM I ' i z I I I 1 M � � t r I � � •v I ,.r.r.a-.. ... i � f j ,. I f .t. . .�- . ,.. �_. � I ; -- — �c-c..•w+: _ I I _ I111W p f,, � AM IMMI A00"101111 ��1 I I 'll I • > � , /{ "'�/",fir,• � %� I I I -- ___ o r CC �T 'ADEN ,EXI6T UTILITY t� _ 1 _ I V) cv 1 _• ` , �. •'••^'-.....-_ / volt! __ -.... _.. _. ... y,,.•— -.r fes✓ J '..� �,-.�� ✓ �'��, I , � I I � -�- _ -_�-.�.__ .__ 4x:5 __ - a "�'^ _ .�- • - ---..__ .*_ � .___ ___ - _��_ � _ _ �.�. _ �' ` a A-p—W WIN 4P dP- PROPERTY LINE .� W,._ NOTES C� ~� EXISTING! PLAT FI'ELD — GRASS' �-�.. Q EXTEP�D DRY DETENTION POND DE�AILB TO BE 19e'3UED BY ADDE'W�V'1 I __....r._-�_._....._-..._.:._-..._._ ., oDiaC�ONCCT EXIOTIN3 12' LA M%OM EX10TINS P•ARKINO LOT C5 (G5-1) 4 `� AND RECONNECT TO NEW 12' bD TO EMENDED DRY DETENTION P•dVD 6EE MEG-►aAIICAL DtikA6 FOR DUIL.DW.0 DRAIN LINE6 04 1 r 03 L. M1 'U • .�YfS.'- T I � I I I ir. 4'••i.,.• r,• ` ^ ` +.r.-r.._ __.,_..,-.._ r..._.r...rw.....�.i._u..-_-..-_...--..+e...+.w._-.r.�_.____.._r....µ-.rr_..r 1_-_••_ -«.�.__•iF-i.. wr+-_-•_ -_ - «_..__.__..-,- '_wrs_--�_._-.�- _.-+•..-_•.._+-_�-.r..-...._.�_..-......_-_r.«�.-...rw_..._-.-_. __ _ � II`� rr � .r ,W ... .M ...�.. �.,.rl..–..� ... .w Album r am PROPERTY LINE S42101A NORTH � _ $ SffEP"N - EXTENDEDDRY CTNI`fN cExD ` 1.4 •�� ti�Q,. . 144 a0 70 60 50 40 .. .,, �,s h�i F .�r t rya r�. > 8048 SV.'Sheffer SIT 95-0036 190 r a 410 BUP 95-0428 SIT 95-0045 BUP 95 0501 2f of 52 .•........_ _-_-..._ ... ..-_.�.-«w..__.._.-..._-_. .-.......__. «.w...w�.w.. -._.r..r.�w..n.. .-w•- _ _-.•:,-n-,..�....,r..r..1a•Y - _-7�Y ' f. � �' IikP r ' � , 1 � ( f 1 ' �b Y"1'j r.',>, •� +�+,wrrnr..w_..........._.-+.w_..__._-.....r..r•w+•.+.r.+.-._r,»..w__._Iw..r..r.r.•a_rr..__.r.r:.b wr,r-n. ,. i . , IF THIS NO'T'ICE APPEARS CLEARER TITAN THE OUr 7 199P DOCUMENT,THF.!DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED (Dili IIIIIIIIll�;!I! I I ' y � � �IM �� I !I 11�I�Ili+Ill�l I'lllllli�l;l;lli I�Ill�i�lllll I I�I(!jI�I11(1 1 1111i;1�ill�l 111gi11�illll I illli(I�I(iii I f(Ilili�l�lllll I IIIII�III(1 I(I�IiI�II — _ �ullullillllllll►III►IIIIII►IIII�ITIiIIIIIIIIIIiIi rnllnll In►llln Illl�iinll IIIi�1lhllil'Illhnllnll III:IIIIIII�tIIIIIIIInIIIInIIIIIInIIlullll� I�►IIII111►I1111ntllnllnl n1111111 IIIliilltcnulllcl Illlltllt � Iclit�� inll�l �nI!Iu n I I I I� I,. I ill !III I {11111! 1 11111111r,lill eo 70 00 w 40 so ao <^' fU 0 `' TOI- OF P'..NNCi EMENDED DRY' DETENTION POND WE L4 William 111,4a �_ rr 434.5' 7 U vu— —ruElam II EXI-1 . � 68PACERC6 INCa tOXUIO�T� \ m� •,- I I I BXI07Im.D0 �. PrAn t I : I III ' ® .6I I I i I ' I I I I I II a •i 'y �, Y III - = I11 ® a 2 '9 1 EXIST I III E- cD14Tallt I 1 I III T - �- - -- - co►rtouw I I I I11 awAee\ p III '�o EXIOTIN6 QVI ROAD --- ') SILT FENCE DETAIL TYPICAL LEGEND CIDO 1, INSTALLATION IATION SHALL FOLLOW THE I I MANUFACTURERS RECONMENOATIONS. FI I ATERiAL 36" 1 1 WIDE ROLLS MIN. ATTACH TO I I 7. NOTES . POSTS SHALL BE INSTILLED SO STAKES. ;� I— THAT A MINIMUM OF 3' Lri TENOS 1 ABODE THE GROUND NTH A ',IIN. I I 4' PVC PIPt 1'-6 BELOW COICOIC:4P ENDO r, 4 2' EMB0EDMENT. 2"x2" WOOD POSTS. AND EMEND 7' *CND CURB OR Ul„K ALTERNATE: STEEL FENCE L NFENCE POSTS. - e I I O GRrJW' COVE KINNICKINNICK I r, 1,. REINFORCING NETTING '� ' ' \� \ W FABRIC MFG. MM NU BY ~ I I I O COVER OT '+''r 7 _ 3 ``£ = m a- N x (I I I \ O 4 GRAIN LI FENGE W/ ' GATE ` O 1 I / i > BURY BOTTOM OF /,. y TRENCH Z m � `� � IN 6"x6" TRENCH BACKFILL -g—" I — --- — — — — — 1 IN B' MAX. I I i I CL MIN. I r 0 1 ' CSI Z BURY IN NATIVE I I O 1 y 6 8 GROUND I �+ I v PROFILE VIEW SECTION B—B I I L _ _ _ _ _ _ — ( q ? I _ � — -- _ -- - - - _ - _ - - — – - -- q04 LU PROPERTr LNE 48 GRADING .AND PLANTING PLAN NORTH' 50+5 SIT 950005 p \\� BUP 95-0428 SIT 9500/5 IJ I' • 30'-O. --- --- - b 1 / ' �_ b BUP 95-0501 22 o152 ' • 70 eQ so IF THIS NOTICE APPEARS CLEARER THAN THE our 71998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ® ilili�llillll ilillli�ilili III 111111111141 I'1 VAN ill illlh1111111n�rn1� i►r�111�111�1 r1111n�rlili i Illlli��inf Ilinilpplli I�n1mn1 �I�ioglln YI•[i Y1M I I2 ndnn nn6m nnhl OR 0m IWA nuluu ntlsn mdull nldnu Halon nnhm.onion Halon nnluu nnlnn nuhm Halon Halon wikn,+nrdnu nnhm nnllul ni�nn mhm miml nllnn ndu onion uldnn nnblu 11 SPRINKLER SYSTEM HYDRAIJLIC ANALYSIS 1'nye 1 �`� -A. ' Date ' ? x -01-1996 9533D1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB T t J'LiL' : Durham I•.' e+uentary School ,/ Area "U" WATER UI'PLY DATA JOB TITLE: Dut ;iain Elementary School / Area "D'' JOB TITLE: Durham Elemetrtary School / Area I'D" � A Professional Fire Systems Co. PIPE; DA`T'A PIPE DATA ( cont ' d ) SOURCE STATIC itESID. FLOW AVAIL. TOTAL FcEQ' D 17;73 South Steiner Rd. NODE PRESS . "'RESS . @ PRESS . @ DEMAND PRESS . Q( GPM) DIA( IN) LENGTH PRESS . Beavercreek, Oregon 97004 I PIPE TAG Q(GPM) DIA ( IN ) LENGTH PRESS . PIPE `PAG t 0 TAG (PST ) PSI ) (GPM) ( PSI ) ( GPM) ( PSI ) END ELEV. NOZ . PT DISC . VEL(FPS ) HW(C) ( FT ) SUM. END ELEII. NOZ . PT D.iSC. VEL( FPS ) HW(C ) ( FT) SUM. NUDEL ( FT) ( K) ( PSI ) ,GPM) F. L. /FT ( PSI ) NODES (FT ) ( K) ( PSI ) (c;PM) F. L. /FT ( PSI ) U01 1 - '_( p Gp L 118 : 0 105 . 0 1299 . 0 116 . 4 421 - 0 97 . 6 y G� Pipe: 1 91 . 6 1 . 452 PL 54 . 0 PF 32 . 1. Pipe: 14 - 123 . 7 2 . 635 PL 12 . 5 PF 0 . 5 ti �( 32 10. 6 0 . v i7 . 0 0 . 0 17 . 8 12^ FL 18 . 0 PE 2 . 3 211 10 . 6 0 . 0 57 . 6 0 . 0 % . 3 120 FL 0 0 PE 0 . 0 AGGREGATE iLO)W ANALYSIS : 1 16. 0 7 . 3 32 . 5 4L . 4 0 . 446 TL 72 . 0 PV 2 . 1. 28 10 . 6 0 . 0 58 . 1 0 . 0 0 . 043 TL 12 . 5 PV 0 . 4 hYDRAULIC CALCULATIONS Pipe: 2 E10 . 2 1 . 452 PL 19 , 1 PF 2 . 1 Pipe: 15 -86 . 7 2 . 635 PL 17 . 0 PF 0. 9 _ i I I'OTAL F1.JW AT SOURCE 421 .0 GPM i 16 . 0 7 . 3 32 . 5 41 , 4 9 . 7 120 FL 0 .0 PE 0 . 0 28 10 . 6 0 . 0 58 . 1 0 .0 5 . 1 110 FL 0 . 0 PE 0 . 0 FOR TOT'%L HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM 2 16.0 7 . 3 30 . 5 40 . 1 0 . 147 TL 14 . 0 PV 0 . 6 29 10 . 6 0 . 0 58 . 5 0. 0 0 . 022 TL 17 . 0 PV 0. 2 J OTHER HOSE STREAM ALLOWANCES 100. 0 GPM i .2 1, t1 � TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 321 .0 GPM Pipe: 3 10 . 2 1 . 452 PL 14 . 0 PF 0 . 1 Pipe: 16 -43. 1 2 . 635 PL 1.1 . 0 PF' 0 . 1 Durham Elementary Sr.1wa1 16 . 0 7 . 3 30 . 5 40 . 1 2 .0 120 FL 0 . 0 PE 0 . ;1 29 10 . 6 0 . 0 58 . 5 0 .0 2 . 5 120 FL 10. 8 PE 0 . 0 r Area "D" Grid 3 16 . 0 7 . 3 30 . 4 40. 0 0 . 008 TL 14 . 0 PV 0 .0 3G I0 . 6 0 . 0 :,8 . 6 0 . 0 0 . 006 TL 21 . 8 PV 0 . 0 7 LC NODE ANALYSIS DATA FILc: ?'UMBER : 9533D1 Pipe: 4 -29 . 8 1 . 452 PL 16. 0 PF 1 . 6 Pipe : 17 -43 . 1 2 . 635 PL 5 . 3 PF 0 . 1 ,!A-k' _ 05-01-1996 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE 3 16 . 0 7 . 3 30 . 4 40 . 0 5 . 9 120 FL 12 . 0 PE 2 . 4 30 10 . 6 0 . 0 58 . 6 0 . 0 2 . 5 120 FL 10 . 8 PE 0 . 0 Yd �U'JL �ll FT) ( GPM) 4 .31 10 . 6 0. 0 58 . 7 0. 0 0 . 006 TL 16 . 1 PV 0.0 7. ( PSI ) 10. , 0 . 0 34 . 3 0. 0 0 . 056 TL PV 0 . 2 1 L6 . 0 K= 7 . 26 32 . 5 41 . 4 Pipe: 5 0 -31 . 6 1 . 104 PL 6 . 0 PF 2 . 4 Pipe : 18 6 35 . x' 1 . 452 PL 122 . 0 PF 11 . 0 ' 2 16 . 0 K= 7 . 26 30 . 5 40 . 1 5 10. 5 5 . 6 31 . 9 .31 . 6 10 . 5 120 FL 4 . 0 PE 0 . 0 27 10 . 0 . 0 57 . 6 0 . 0 5 . + 120 FL 24 . 0 PE 0 . 0 3 16 . 0 K= 7 . 26 30 . 4 40 . 0 '' 4 10 . 5 0 . 0 34 . 3 0. 0 0 . 237 TL 1.0 . 0 PV 0 . 8 34 10 . 6 0 . 0 66 . 5 0 . 0 0 . 075 TL 146 . 0 PV 0 . 3 -DESIGN DATA- 4 10 . 5 - - - - 34 . 3 - - 5 11 . 6 Pi-)e: 19 -37 . 0 1 . 452 PL 116 . 5 PF 11 . 7 10 5 K- 5 . 60 31 . 9 Pipe: u -61 . 5 1 . 4x2 ! G 6 . 0 PF 1 . 3 4g � 10 +� 0 . 0 58 . 1 J . 0 7 . 2 120 FL 24 . 0 PE 0 . 0 6 1.0 . 5 K= 5 . 60 ?S . 6 33 . 4 4 10 . 5 0 . 0 34 . 3 0 . 0 11 . 9 120 FL 0 . 0 PE 0 . 0 U ,� '. 'I .E S ' r CATI 0N : _.id''tt )iozaa I 7 16 .. 0 K= 7 . 26 3:1 . 4 45 .0 6 10 . 5 5 . b 35 . 6 33 . 4 U . 213 TL 6 . 0 PV 1 .0 35 10 . 6 0 1 69 . 8 0 . 0 0 . 083 TL 140 . 5 PV 0 . 3 �I , ST 8 16 0 K= 7 . 26 37 . 8 44 6 . 1 gpn;/sd . ft . 9 1:G• 0 K= 7 . 26 30 2 44 � Pipe : 20 -4:1 . 6 1 .452 PL 116 .0 PF 14 . 5 Pipe: 7 -94 . � 1 . 45 . PL 35. 6 PF 21 . 2 P 25 10 6 - - - - 55 . 8 6 10 . 5 5 . 6 35 . 6 33 . 4 18 . 4 120 FL 9 .0 PE 0 . 0 29 10 . 6 0 . 0 58 . 5 0 . 0 8 . 5 120 FL 12 . 0 PE 0 . 0 -F APPLTC'ATTON: 1500 sq. ft . 26 10 . 6 - - - - ;7 . 0 - - - 25 10 . 6 0. 0 56 . 8 0.0 0. 476 TL 44 . 6 PV 2 . .) 37 10 . 6 0. 0 73. 0 0. 0 0. 113 TL 128. 0 PV 0 . 5 27 10 6 - - -- - 57 . 6 •- - - 21 --43. 1 1 . 452 PL 116 .0 PF 14 . 2 CJ ERP.GE "ERS.,ER ., i :,KLEk: Varies 2£3 10. 6 - - - - 58 . 1 - - - Pipe: 8 70 . 7 1 . 452 PL 63 .0 PF 26 . 5 Pipe: 29 10 . 6 - - - - 58 . 5 - - - 33 10 i 0 . 0 67 . 3 0 . 0 13 . 7 1:.0 FL 33 . 0 PE 2 . 3 31 10 . 6 0 . 0 58 . 7 0. 0 8 . 4 120 FL 12 . 0 PE 0 . 0 NUMBER OF SPRINKLERS CA,.CULATED: 8 heads 30 10 . 6 - - - 58 . 6 - - 7 16 . 0 7 . 3 38 . 4 45 . 0 0 . 276 TL 96 . 0 PV 1 . 3 38 10 . 6 0 . 0 72 . 9 0 .0 0 . 111 TL 128 . 0 PV 0 . 5 31 10 . 6 - - - - 58 . '7 TOTAL SPRINKLER ,,ATER FLOW REQUIRED: 321 qpm % 32 10 . 6 - - - - 67 .0 - - - Pipe: 9 25 . 7 1 . 452 PL 14 . 0 PF 0 . 6 Pipe: 22 -91 . 6 2 . 635 PL 1.2 .0 PF 0 . 3 33 10 6 - - - - 67 . 3 1 16 . 0 7 . 1 ;8 . 4 45 . 0 5 . 0 120 FL 0 . 0 PE 0 . 0 32 10 . 6 0 . 0 67 . 0 0. 0 5 . 4 120 FL 0. 0 PE 0 . 0 TOTAL ' ATER -IEQi IHED ( includi ng hose) : -421 I4 rn �--- ' 34 10 6 - - - - 68 . 5 - � - 8 L6 . 0 7 . 3 37 . 8 44 . 6 0 . 043 TL 14 . 0 PV 0 . -) 33 10 . 6 0 .0 67 . 3 0 . 0 0 . 024 TL 12 .0 PV 0 . 2 35 10 . 6 - - - - 69 . $ e : 23 -162 . 3 2 . 635 PL 18 .0 PF 1 . 3 FLOW b PRESSURE ( 3t base of riser) : 321 qr.m @ 95 Z psi --- 36 10 6 - - - - 73 . 3 - - Pipe: 10 -18 . 9 1 . 452 PL 14 . 0 PF 0. 3 Pipe : SPRINKLER GRIF'I :'E. SI'LF. 37 10 . 6 - - - - 73 . 0 - - - 8 16 . 0 7 . 3 37 . 8 44 . 6 3 . 7 120 FL 0 . 0 PE 0 . 0 33 10 . 6 0 .0 67 . 3 0 . 0 9 .6 120 FL 0 . 0 PE 0 .0 • 1732 inch 38 10 . ,5 - - - 72 . 9 - - - 9 16. 0 7 . 3 38, . 2 44 . 8 0, 024 TL 14 . 0 PV 0 . 1 3.4 10 . 6 0. 0 68 . 5 0. 0 0 . 071 TL 18 . 0 PV 0 . 6 39 16 . 8 - - - - 82 . 6 - - - NAP1F OF CONTRACT }R: A Professiona ' Fir- ' Systems Co . U 6 . 0 - - 90 . 9 - - - Pipe: 11 -63 . 8 1 . 452 PL 51 . 5 PF 16 . 5 Pi )e: 24 -197 . 3 2 . 635 PL 12 . 5 pr 1 . 3 NA:"1E OF DESIGNER: R. Berry 2. V 4 . 0 - - - 91 . 8 - - - 9 16 . 0 7 . 3 38 . 2 44 . 8 12 . 4 120 FL 21 . 0 PE . 3 35 10 . 6 0 .0 69 .8 0 . 0 11 . 6 0 . 120 FL 102 . 5 PV 0 . 9 W 4 . 0 - - - 93 . 8 - - - 26 1.0 . 6 0 .0 S7 . 0 0 .0 „13 TL 72 . 5 PV 1 . 0 X 1 . 0 AIJTHCRITY HAVING JUIt 'SDI TION: Cit or Ci 3rd - - - - 95. 2 - - - Y 9 Y 0 . 0 E:OSE STREAM 97 . 0 100 . 0Pipe: 12 -94 . 9 2 . 635 PL 10 . 6 PF 0 . 3 Pipe : 25 -234 . 3 2 . 625 P1, 14 . 0 PF 3 . 1 Z 0 . 0 SOURCE 97 . 6 421 . 0 25 10. 6 0 . 0 56 . 8 0 . 0 5 . 6 120 FL 0. 0 PE !� 0 35 10. 6 0.0 69 . 8 0 . 0 13 .8 120 FL 10. 3 PF 0 . 0 26 10. 6 0 .0 5% . 0 0 . 0 0 . 026 TL 10 . 0 PV 0 . 2 36 10. 6 0 .0 73 . 3 0 . 0 0 . 139 TL 24 .8 PAY 1 . 3 CALCIiT.ATIONS tiY HASS COMPUTER PROGRAM Pipe: 13 -158 . 7 2 . 635 PL 8 . 0 PF 0. 5 Pipe: 26 86 . 7 2 .635 PL 2 . 0 PF 0 . 3 HRS SYSTEMS, INC. 26 10. 6 0 . 0 57 . 0 0.0 9 . 3 120 FL 0 . 0 PE 0. 0 36 10.6 0 . 0 73 . 3 ( . 0 5 . 1 120 FL 10 . 8 PE 0 . 0 ATLANTA, ;A 6048 SW Shaffer SIT 95-0036 �27 10. 6 0 . 1) 5-1 6 0 . 0 0 . 068 TL 8 . 0 PV 0. 6 37 1U, 6 0. 0 73. 0 ( . 0 0. 022 TL 12 . 8 Pti 0. 2 8048 SW Shaffer SIT 98-0036 BUP 95-0426 8048 SW Shaffer SIT 93.0038 SIT 95-0036 SIT 95-0045 B04P 9�281ter BUP 95-0428 SIT 95-0043 BUP 95-0501 24 of 52 OUP 95-0428 SIT 95-0045 SIT 95.0045 UP 9.5-0501 23 of 52 BUP 95-0501 25 of 52 BUP 95-0501 26 of 52 SPIjNKLER SYSTEM HYDRAULIC ANALYSIS Page 4 3PR1NKLER SYSTEM HYDRA1;1- IC ANALYSIS Page 5 Date: 01-11-1996 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB 1 .E Durham E1 nuentary School / Area "D" JOB TITLE * i,urham Elementary School Ai -,.i "D" j1LE,• Durham Elementary School Page 1 / Dry System °533D WATER SUPPLY DATA PI!'F ;)ATA ( cont ' d) WATER SUPPLY CURVE A Proesional Fire Systems Ce. SOURCE STA TAGTAG17273 South Steiner Rd TIC RESID. WIPE Q( GPM) DIA( IN ) LENGTH PRESS . 120+ Beavercreek, Oregon 97004 NODE PRESS . PRESS . FLOW AVAIL. TOTAL END ELEV. NOZ. PT DISC. `rrL( FPSI HW(C) ( FT) SUM. *\� 0 TAG (PSI ) @ PRESS . @ DEMAND REQ D NODES ( FI') (K) ( FSI ) (GPM) F. L. /FT ( PSI ) I \\\\\ ( PSI ) (GPM) (RSI ) PRESS. (GPM) I \\\\\\ Z 118. 0 105 . 0 341 • ( PSI ) Pipe : 27 43 . 1 2 .635 PL 16 . 5 PF 0 . 1 110+ \\\\ �\ / 1299 . 0 116 . 9 37 10 . 6 0. ,� 73 . 0 0 . 0 2 . 5 12.0 FL 0. 0 PE 0. () I \\\\\\ ( S' /-�� 9 i 08 .2 38 10 . 6 0. 0 72 . 9 0 .0 0 .006 TL 16 . 5 PV 0 . 0 I \\* <- 105 psi ;� 1.299 qpm Flow Tes`*. Point L AGGREGATE FLOW ANALYSIS: � j' 7 .. H'fURAULIC CALCULATIONS Pipe : 28 -321 .0 3 . 260 PL 116 . 0 PF 12 . o 3001 • ' S' (, 36 1 . 6 0 . 0 73 . 3 0 . 0 12 . 3 120 F' 20 . 0 PE 2 . 7 I X TOTAL FLOW A- SOURCE TOTAL HOSE STREAM AL 341 . 9 9 166 . 8 0 . FOR 82 . 6 0 . 0 0 .088 TL 136 . 0 PV 1 . 0 I LOWANCE AT SOURCE GPM OTHER HOSE STREAM! ALLOWANCES 0. 0 GPM Pipe . 29 -321 . 0 3 . 260 PL ) 0. 5 PF 3 . 7 90+ Durham Elementary School TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 100 . 0 GPM 39 16 . $ 0 . ) 82 . 6 0 . 0 12 . 3 120 FL ''1 . 0 PE 4 . 7 I � 241 (? F . 0 0 . „ 90 :� 0 . 0 0.088 TL 41 .5 PV 1 . 0 Dry Pipe system .9 GPM I N FILE NUMBER: 9533D ODE ANALYSIS DATA Pipe : 30 321 . 0 4 . 260 PL 1 .0 PF 0 . 0 P 80+ 01-22-1996 i n U 6 . 0 0 . 0 90 . 9 0. 0 7 . 2 120 FL 0. 0 PE 0 . 9 NODE TAG ELEVATION R I ON NODE TYPE PRESSURE DISCHA:GE '1 . 0 ^ . 024 TL 1 . . 0 PV 04 E I (FT) (PSI ) (GPM) V 4 . 0 0 . ) 91 . 8 I a Pipe : 31 FIXED PRESSURE LOSS DEVICE S 70+ V 4 . 0 0 . 111 41 . 8 0 . 0 -2 . 0 ps 32i . 0 m U I ' 2 15 . : K= 5. 60 11 .5 19 . gpm 3 15. 1 K= 5 . 60 15 . 8 22 . 3 ' W 4 . 0 0 . 0 93 .. 8 0 . () R I 4 15 . 1 K- 5 . 60 21 . 0 -DESIGN DATA- I 25 . 6 60+ �, 5 15 . 1 25 . 6 ' Pipe. 32 -321 . 0 4.260 PL 1 . 0 PF 0.'; ( I _ _ _ _ _ W 4 . 0 0 . ,-, 93 . 8 0 . 0 7. 2 120 FL 0 .0 ?E 1 . 3 OCCUPANCY CLASSIFICATION: Light Hazard 15 . 1 - - - - 30. 2 X 1 .0 0 . O 95 . 2 0 . 0 3.024 TL 1 . 0 PV 0 . 4 S i 7 i5 . 1 - - - _ - _ - 33. 7 gpm/sq. ft . 8 17 . 8 - - - - 32 . 9 150+ K= 5 . 60 .,i . 2 -18 . 7 Y" Pipe: 33 -:321 . 0 6 . 215 PL .140. 0 PF 7 . ', ) I DENSITY- . 1. 1'10 17 . 8 AREA O APPLICATION: 1950 sq. ft . �-� 17 . 8 K= 5 . 60 13 . 3 20 . 4 X 1 . 0 0 . �� PS. 2 0 . 0 3 . 4 140 FL 69.0 PE �) 4 . 8 K= 5. 60 15. 4 22 . 0 1" Y 0 . 0 H.S . 97 . 0 100 . 0 0 .003 TL 509.0 P�/ ) . 1 11 I 12 l_ . 8 K= 5 . 60 20 . , COVERAGE PER SPRINKLER: 187 sq. ft. 5 253 40+ 13 17 . 8 25 .0 14 17 .8 - Pipe: 34 -421 .0 8 . 325 PL 350 . 0 PF 0 . 6 I - 29 . 5 Y 0 . 0 H. S . 97 . 0 100 . 3 2 . 5 140 FL 171 . 0 rE 0 . 0 NUMBER OF SPRINKLERS CALCULATED: 11 heads 15 20.8 - - - - 33 _ Z 0 . 0 SRCV, 97 , 6 (N/A) 0 .001 TL 521 . 0 PV 0 . 0 I .0 TOTAL SPRINKLER WATER FLOW REQUIRED: 241 . 9 gpm 16 20 . 8 K= 5 . 60 13 . 8 20 . 8 NOTES : 30+ 17 20 . 8 K= 5 . 60 16. 3 22 . 6 ( 1 ) Calculations were performed by the HASS 5 . 0 computer program I TOTAL WATER REQUIRED ( including hose) : 341 .9 gpm 18 20 . 8 K= 5 . 60 19 . 0 24 . 4 tinder license no. 406LI97XXX granted by I 19 20 .8 - - - - 25 . 1 - - HRS Systems, Inc. 1 """- _-" ___"'�-= FLOW & PRESSURE (at base of riser) : 241 . 9 gpm @ 106 . 5 psi 20 20. 8 - - - - 28 .0 2193 Ran-:hwood Dr . , N. E . 20+ LEGEND 30 - - - Atl.anta, Geor is 30345 1 21 20 .8 - - - - _ _ _ g I X = Required Water Supply SPRINKLER ORIFICE SIZE: 1/2 inch 22 25 .0 r - - - .51 . 3 8 - - - 5 _ _ _ _ ( 2 ) The system has hyen balanced to provide an average I '97 . 64 psi @ 421 gpm 23 ia , - - - - 59 . 5 - NAME OF CONTRACTOR: A Professional Eire Systems, Co . 24 14 . 0 64 . 6 imbalance at each node of 0 . 007 gpm and a maximum 10+ 25 10 . 6 - - - 74 . 1 i ,nbalanc:e at any node of. 0 . 111 gpm. I 0 = Available Water Supply - - - - I 116. 38 psi @ 421 gpm NAME OF DESIGNER: R.Berry ?6 10 . 6 - - - 74 . 1 - - - 3 ) Veljcity pressurrs are printed for information only, ar-d are 1 + ?8 10 . 6 - - - - 6 r ct tised i rr hal ai,cing the system. Maximum water vel.oc_i.ty in 0++-+- - r ----+----- + ------+- ------- - ------ - - ----- -----------+ - - - - 29 10 . 6 72 . 6 400 600 800 1000 1200 1100 1600 1800 2000 30 10 . b 70. 4 'i117 p i.pe is 18 . 9 ft/sec. FLOW (GPM) 31 10 . 6 - - - - 70 . 6 - - CALCJLATIONS BY HASS COMPUTER PROGRAM 33 88 . 8 10 . 6 - - - - HRS SYSTEMS, INC. 88 . 9 _ - - ATLANTA, GA 34 10 . 6 - - - - 89 . 1 8048 SW Shaffer 8048 SW Sheffer 804'}SW Shaffer SIT 95-0036 SIT 95 0038 BUP;5-0428 SIT 95-0045 BUP 95-0428 SIT 95-0036 gup g5-0428 8048 SV'/Shaffer SIT 95-0036 SIT 95-0045 BIJP 95-0591 30 of 52 SIT 95 0045 B1JP 95 0501 BUP 9.5-0428 SIT 95-0045 gup g5-0501 28 of 52 BUP 95-0501 29 of 52 1.7 of 52 IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ijl�l�i�l�l�l I�IJi�i I1I1I1i11111 it l�l�l�l�l�l�l I�I�I�i(illji 1 rlri l�r�il Itl�l�lii�l�l 1pliIIIIIIII �fl�ll��� �il�l��i1��. S D "M � acN24X Illillli nilliili (illliill IIII�IALIIiI�iNl ll11111i1 nri!#ill iinl�iii iii��iill (IItIUiI liilliilihiillliil Illi�iiii �111111111�1lN illllllll Iillltiil il!l�i1111Hif 11lf ililllli Ili�till Itil�iiii Nti��il ptl H� ! ! i ll Uil�Ni1 iilf�1111i1i11 SPRINKLER SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 4 SPRINKLER SYSTEM 'PRINK SYSTE14 HYDRAULIC EM HYDRAULIC r LER JOB TrTI,I'; ANALYSIS JOB TITLE: ANA�.•IISIS JOB TITLE, Durhanl Elemen SYSTEM HYDRAULIC ANALYSTS Durham Elemental Page 3 JVD TITLE: Durham Elementazy Sc,,cool Dr System SPRINKLER / Y 1 m Elementary School Page -5 NODE tart SchoolPIPS; D Y School � Dry System PIPE DATA ( co / Dry System ANALYSIS � Dr Page 2 DATA PIPE DATA ( cocit 'd) nt 'd) DATA (corl.t 'd Y System NODE TAG ELEVA'TTON PIPENTAG PIPE TAG PIPE TAG NODE ELEV. Q(GPM) DIA( IN) LENGTH PRESS . ELEV. END ELEV. NOZ . PT DISC. VEL(FPS ) HW(C) ( FT) SUM• NODES (FT) NOZ. PT Q(GPM) DIA( IN) LENGTH ( FT) TYPE PRESSURE NODES NOZ . PT DJSC. Q( GPM) DIA( IN) LENGTH DISC DISCHARGE ( FT) VEL( FPS ) PRESS , NODES ( FT) (K) ( PSI ) (GPM) F' . L. /FT (PSI ) ( K) (PSI ) (rp VEL(FPS) HW(C) (F7, PR1�SS . 36 35 10 . 6 .- - - - ( PSI ) ( GPM) (K) ( PSI ) (GPM) ( F. LW( C) (FT) SUM. ) SUM. Pi F• L. /FT 10 . 6 89 . 5 Pipe; 1 IFF M ) ( PS1 37 - - - - - 1 ( PSI ) Pipe: 14 Pe: 27 10 . 6 _ _ _ 91 . 0 _ _ _ 15. 1 -19. 0 8 -] 74 . 0 2 . 635 PL 12 . 5 PF 1 . 4 27 10 6 O U 74 106 . 3 2 . 63+ p;, ) 38 10 . 6 _ - 90 . 6 - - _ 2 1.5 . 1 5 . 6 11 ' ' 19 . 0 6 . 6 1 . 087 PL 15 . 0 PF 2 . 1 15 17 .8 0 . 0 32 .9 0 .0 10 . 2 100 FL 0 . 0 PE 1 . 3 28 9 16 . 8 _ - - - 90 . 5 - - - 13 . 6 20. 6 100 FI. 0. 0 20 . 8 0 . 0 33 .0 0. 0 0. 112 TL 12 . 5 PV 0. 7 10 ' 6 0. 0 73 . 6 0. 0 6. 3 12C FL X2 . 5 PF 0 4 PE U 6 . 0 _ 95 . 4 - - - Pi e: 0 . 139 TL 15 0 0 . 0 0. 0 120- 0. 5 PE 3 P 2 PV 0, 3 Pi Pi O . G32 TL I)• 0 V - - 102 . 3 - _ 2 Pe: 15 -20 .8 1 . 087 PL 15 .0 PF 2 . 5 28 pe: 28 pV 1 4 . 0 _ _ _ _ 15 . 1 S . 6 13 . 6 � -39 . 6 1 . 416 PL i5 . 0 pF 16 7 10 . E 147. W 4 . 0 _ _ _ 103 . 1 - - 3 15 . 1 5 . 6 15 . 8 22 . 3 8 . 1 100 FL 0 . 0 PE 0. 0 17 �•O . b 5 . 6 13 . 8 20 . 8 7 . 2 100 FL 0 . 0 PE 0 . 0 29 0 . 0 73. 6 8 . 7 2 . 635 PL 17.x' 1 . 0 G0.8 5 . 6 16 . 3 22 .6 0 . 165 TL :5 . 0 PV 0 . 3 10 . 6 0 0 J• 0 I2U PF X - 5 . 1 - - _ 0 . 150 TL 15 0 pV 0 . 4 72 . 6 0 .0 FL 0 . 0 PE 0. 0 1 . 0 106 0. 059 TL Y - - - - - - Pipe: 3 Pipe: 16 piP�': 29 17. 0 PV 0 . 5 0 . 0 HOSE STREAM 107 . 8 100 . 0 3 15 . 1 5 . 6 15 . 8 22 . 3 61 . 9 1 . 416 100 FL 15 . 0 pr 0 .0 PE 5 . 1 -43 . 5 1 . 41E PL 15 . 0 PF 2 . 7 29 17 20 . 8 5 . 6 16. 3 22 . E 8 . 9 100 FL 0 .0 PE 0 .0 30 10. t) 0 .0 72 . 193. 3 2 . 635 PL 0 . 0 SOURCE 1.08 . 2 341 . 9 4 15 . 1 5 . 6 21 . 0 25 . 6 0 . 342 TL 15 . 0 PV �. � 6 0 . 0 11 . 0 p 13 20 . 8 5 . 6 19 .0 24 . 4 0 . 178 TL IS .0 ?V 0 . 5 10 . 6 0 . 0 70 4 11 . 4 120 FL 10. 8 pE F 2 . 1 p pips. 30 0. 0 0 . 097 TL 21 . 8 PV 0 . 0 0 . 9 Pipe: 4 -87 . 5 1 , 650 PL 15 . 0 PF 4 . 6 Pipe: 17 4 15 . 1 13 . 6 21 . 0 25 . 6 13 . 1 100 FL 0 . 0 PE 0.0 18 1 -67 . 9 1 . 416 PL 15 . 0 PF 6 . 1 20 . 8 5 . 6 19 . 0 24 . 4 13 . 8 100 FL 0 .0 PE 0 .0 30 10 . 6 0, 0 70. 4 -48. 6 2 . 635 PL . 5 . 3 PF 15 . 1 0 . 0 25 . 6 0 . 0 0 . 308 TL 15 . 0 PV 1 . 2 19 20 . 8 0 . 0 25 . 1 0 . 0 0. 405 TL 15. 0 PV 1 . 3 31 10. 6 0. 0 70. 6 0. 0 2 ' 9 120 FL 10 . 8 0 . 1 0 . 0 0 . 008 TL 16 . 1 PV 0 . 1 Pipe: 5 -87 . 5 1 . 650 PL 15 . 0 PF 4 . 6 Pipe: 18 -57. 9 1 . 650 PL 15 .0 PF 2 . 9 pipe: 31 0. 0 5 15 . 1 0 . 0 25 . 6 0 . 0 13 . 1 100 FL 0 . 0 PF' 0 .0 19 '34. 5 1 . 416 PL 1 2U . 8 0 . 0 ..5 . 1 0 . 0 10 . 2 100 FL 0 . 0 PE 0 . 0 32 10 . 0 �J• 0 74 . 1 p, 0 � • 0 PF 14 . E 6 1E . 1 0 . 0 30 . 2 0 .0 0 . 308 TL 15. 0 PV 1 2 20 2;). 8 0 . 0 28 . 0 0 . 0 0 . 192 TL 15 . 0 PV 0 . 7 10. 6 0 . 0 88 . 8 0. 0 7' 0 120 FL ;� . 0 PE 0 . 0 0. 083 TL 178 . 0 PV 0 . 3 Pipe: 6 -87. 5 1 . 650 PL 3 . 3 P1 3. 5 Pipe: 19 -67 . 9 1 . 650 PL 15 . 0 PF 2 . 9 26 Pipe: 32 6 15 . 1 0 . 0 30 . 2 0 . 0 13 . 1 100 FL 8 . 0 PE 0 .0 20 20 . 8 0 . 0 28 . 0 0 . 0 10 . 2 1.00 FL 0 . 0 PE 0 . 0 33 10. 6 0. 6 i ; . l 0 0 -32 . 8 1 . 416 PL 142 . 5 PF 7 15 . 1 0 . 0 33 . 7 0 . 0 0 . 308 TL 11 . 3 PV 1 . 2 21 0 0 6 . 7 120 FL 54 . 0 PE 10 . 0 x.0. 8 0 . 0 30 . 8 0 . 0 0 . 192 TL 15 . 0 PV n . 7 10 . 6 0 . 0 88 , q 0 . 075 TL 196 . 5 PV 0 . 3 Pipe: 7 -87 . 5 2 . 635 PL 12 . 5 PF 0 . 4 Pipe: 20 -67 . 9 1 . 650 PL 3 . 3 PF 2 . 2 p1PP: 33 7 15 . 1 0 . '1 33 . 1 0 . 0 3 . 1 100 FL 0 . 0 PE 1 . 2 21 20 . 8 0 . 0 30 . 8 0 .0 10 . 2 100 FL 8 . 0 PE 0 . 0 34 27 10 . 6 0 . 0 74 . 0 0 .0 -39 0 1 . 416 PL 122 . 0 FF 15 . 2 8 17 . 8 0 . 0 32 0 .0 0 . 032 TL 12 . 5 PV 0 . 2. 15 20 . 8 0 . 0 33 . 0 0 .0 0. ] :2 TL 11 . 3 PV 0. 7 10 6 0. 0 Sg l 9 120 FL 24 . 0 PE 0 . 0 0, 0 0. 104 TL 146 . 0 PV 0. 4 Pipe : 8 -18 . 7 1 087 PL 15 . 0 PF 2 . 0 Pipe: 21 -241 . 9 2 . 635 PL 78 . 0 PF 20 . 1 28 pipe: 34 9 17 . 8 5 . 6 11 . 2 18 . 7 6 . 5 1U+.; FL 0 . 0 PE 0 .0 15 20 . 8 0. 0 33 .0 0 .0 14 . 2 100 FL 19 . 4 PE 1 . 8 35 I0. 6 0 . 0 73 . 6 0. 0 -48.3 1 . 416 PL 116. 5 PF 16. 0 10 17 8 5 . 6 13 . 3 20 . 4 0 . 136 TL 15 . 0 PV 0 . 3 22 25 .0 0 .0 51 . 3 0 . 0 0 . 207 TL 97 . 4 PV 1 . 4 0 . 6 0 .0 89 . 5 120 FL 24 . 0 PE 0 . 0 0. 0 0 . 114 TL 140. 5 PV 0 . 5 Pipe : 9 -39 .. 1 1 . 416 P: 15 .0 PF 2 . 2 Pipe: 22 -241 . 9 2 . 635 PL 5 . 0 PF 5 . 8 P1pe: 35 10 17 . 8 5 . 6 13 . 3 20 . 4 8 .0 100 FL ^ .0 PE n . 0 22 25 . 0 0 .0 51 . 3 0. 0 14. 2 100 FL 23 . 0 PE 2 . 4 29 10. 6 -46. 1 1 .416 PL 116 .0 PF 18 . 1 0.0 72 . 6 1 17. 8 5 . 6 15 . 4 22 . 0 0 . 146 'VL 15 .0 PV 0 . 4 23 19 . E 0 . 0 59 . 5 0.0 0 . 207 TL 28 . 0 PV 1 . 4 37 10 . 6 0 .0 90 , 6 0. 0 9. 4 120 FL 12 . 0 PE 0. 0 0. 141 TL 128. 0 pV 0 . 6 � Pipe: 10 -61 . 1 1 .416 PL 15 . 0 ' �• 5 . 0 Pipe: 23 pipe: 36 P -241 .9 2 . 635 PL 4 .0 PF 2 . 7 31 -48. 6 1 .416 PL 116. 0 PF 20 . 0 11 17 . 8 5 . 6 1� . 4 22 . 0 12 .5 100 FL 0. 0 PE 0. 0 23 19 . 5 0 . 0 59 . 5 0. 0 14 . 2 120 FL 14 . 3 PE 2 . 4 38 10. 6 0 . 0 70 . 6 0.0 9 .9 1.2 17 . 8 5 . 6 20 . 5 25 . 3 0 . 334 TL 15 .0 PV 1 .0 24 14 . 0 0.0 6.4 .6 0.0 C . 148 TL 18. 3 PV 1 . 4 10 . 6 0. 0 90. 5 0. 0 120 FL 12,0 PE 0.0 Pipe: 11 -86 . 5 1 . 650 PL 15. 0 PF �� . 5 Pipe: 24 -241 . 9 2 . 635 PL 21 .0 PF 4 . 4 P1Pe: 37 0. 156 TL 128 . 0 PV 0 . 7 12 17. 8 5 . 6 20. ; 25 . 3 13 .0 100 FL 0 .0 PE 0 . 0 24 14.0 0 . 0 64 . 6 0 .0 14 . 2 120 FL 8. 6 PE 1 . 5 32 10. 6 0 . 0 88 . 8 -34.5 2 . 635 PL 12 .0 PF i' 17 . 8 0 . 0 25 . 0 0 . 0 0 . 301 TL 15. 0 PV 1 . 1 30 10 . 6 0 . 0 70 . 4 0 . 0 2.0 0. 0 0 . 148 TL '29 . 6 PV 1 . 4 33 10. 6 p ,p 88 • � 8:00 120 FL 0 . 0 PE 0. 0 0.004 TL 12 . 0 PV 0 . 0 Pipe: 12 -86 . 5 1 . 650 PL 15 .0 PF 4 . 5 Pipe: 25 34 .5 2 . 635 PL 10.0 PF 0 . 0 Pipe; 38 13 17 . 8 0 . 0 25 . 0 0 0 13 . 0 100 FL 0 . 0 PE 0 . 0 25 10 . 6 0 . 0 74 . 1 J. 0 2 . 0 120 FL 0. 0 PE 0 . 0 33 10. 6 -67 . 3 2. 635 PL 18. 0 PF 0 . 2 14 17. 8 0. 0 29 . 5 0 .0 0 . 301 TL 15.0 PV 1 . 1 26 10 . 6 0 . 0 74 . 1. 0 .0 0 . 004 TL 10 .0 PV 0 .0 34 10 . 6 0 . 0 89. 11 00.0 4 . 0 0.0120 FL 0.0 PE 0 .0 14 TL 18.0 PV 0 . 1 Pipe: 13 -86 . 5 1 . 650 PL 3 . 3 PF 3 . 4 Pipe : 26 67 . 3 2 . 635 PL 8 . 0 PF 0 . 1 Pipe: 39 14 17 . 8 0 . 0 29 . 5 0.0 13. 0 100 FL 8 . 0 PE 0. 0 26 10 . 6 0 . 0 74 . 1 0 .0 4 .0 120 FL 0 .0 PE 0 . 0 35 10. 6 0 , 0 89 1 0 0-106. 3 2.635 PL 12. 5 PF 0• q 3 17 . 8 0 . 0 32 . 9 0 .0 0 . 301 TL 11 . 3 PV 1 . 1 27 10 . 6 0 . 0 74 .0 0 .0 0. 014 TL 8. 0 PV 0 . 1 10 ' 6 0. 0 89. 5 0. 0 6. 3 120 FL 0. 0 PE 0. 0 8042 SW Shaffer SIT 95-0036 BUP 95-0428 SIT 95-0045 8048 SW Shaffer SIT 95.0036 BUP 95-0501 31 of 52 BUP 95-0428 SIT 95-0045 8048 SW Shaffer SIT 95-0036 8048 SW Shaffer SIT 95-0036 0.032 T L 12 .5 PV 0 . 3 BUP 95-0501 32 of 52 BUP 95-0428 SIT 95-0045 BUP 95-0428 SiT 95-0045 BUP 95.0501 33 of 52 BUP 95-0501 34 of 52 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page G SPRINKLER SYSTEM HYDRAULIC . 'IALYSIS Page 7 SPRINKLER SYSTEM IrfDRAULT_C ANALYSIS Page 8 JOB 'TITLE : Durham Elementary School / Dry System .TOB TITLE: Durham Elementary School / Dry System JUB TITLE: Durham Elementary School % D -V System PIPE DATA ( cont ' d) ( 2 ) The system has been balanced to provide an average WATER SUPPLY CURVE imbalance at each node of 0 . 007 gpm and a maximum A Professional Fire Systems Co. 17273 South Steiner. Rd. PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS . imbalance ,at a,.iy node of 0 . 176 gpm. 120+ END ELEV. NOZ . PT DISC . VEL( FPS ) HW(C) ( FT ) SUM. Beavercreek, Oregon 97004 NODES ( FT ) ( K) ( PSI ) (GPM) F. L. /FT ( PST ) ( 3 ) Velocity pressures are printed for information only, and are riot used in balancing the system. Maximum water velocity it I \\\\\\ Pipe: 40 -147. 2 2 . 635 PL 14 . 0 PF 1 . � any pipe is 14 . 2 ft/sec . 35 1C . 5 0 . 0 89 . 5 0 . 0 8 . 7 120 FL 10 . 8 PE 0 .0 110+ \\\\\\ r / U l / 36 10 . 6 0 . 0 .91 . 0 0 . 0 0 . 059 TL 24 . 8 PV 0. 5 I X \\\\\\ l. Dt✓( I \\* <- 105 psi @ 1299 gpm L HYDRAULIC CALCULIkTIONS Pipe : 41 94 . 7 2 . 635 PL 2.0 PF 0 . 3 I Flow Test Point 36 10 . 0 . 0 91 . 0 0. 0 5 6 120 FL 10 . 8 PE 0. 0 100+ q. 7 10 , 6 0 .0 90 . 6 0 . 0 0 .026 TL 12 .8 PV 0 . 2 k, l(I FOR I Pipe: 42 48 . 6 2 . 635 PL 16 . 5 PF 0 . 1 I Durham Elementary School I 37 10. 6 0 . 0 90 . 6 0 . 0 2 .9 120 FL 0 . 0 PE 0.0 90+ / 38 10 . 6 0 . 0 90 . 5 0 . 0 0. 008 Ti. 16 . 5 PV 0 . 1 1 Area "A" FILE NUMBER: 9533A Pipe: 43 -241 . 9 3 . 7.60 PL 116 . 0 PF 7 , 1 I 36 10 . 6 0 . 0 91 . 0 0 . 0 9 . 3 120 FL 20 . 0 PE: 2 . 7 P 80+ 01-22-1996 39 16 . 8 0 . 0 95 . 4 0 . 0 0 . 052 TL 136 . 0 PV 0 . 6 R E ! Pipe: 44 -241 . 9 3 . 260 PL 10 . 5 PF 2 . 2 S I 39 16 . 8 0 .0 95 . 4 0. 0 9 . 3 120 FL 31 . 0 PE 4 . 7 S 70+ U 6 . 0 0 . 0 102 . 3 0 . 0 0 . 052 TL 41 . 5 PV 0 . 6 U I -DESIGN DATA- / R Pipe: 45 -241 . 8 4 . 260 PL 1 . 0 PF 0 . 0 E I �•- U 6 . 0 0 . 0 102 . 3 0 . 0 5 . 4 120 r1. 0 . 0 PE 0 . 9 60+ OCCUPANCY CLASSIFICATION: �.� Light Hazard V � . 0 0 . 0 103 . 1 0 . 0 0 . 014 TL 1 . 0 PV 0 . 2 ( 1 _ �- P DENSITY : . 1 gpm/sq. ft. Pipe: 46 FIXED PRESSURE LOSS DEVICE S I V 4 . C1 0 . 0 103 . 1 -2 , 0 psi, 241 . 9 gpm 150+ AREA OF APPLICATION: 1500 sq. ft.�� 4 . 0 0 . 0 105 . 1. 0 0 .. 0 0 ) I Pipe : 47 -241 . 9 4 . 260 PL 1 . 0 PF 0 . 0 ! COVERAGE PER SPRINKLER: 400 sq, ft. l�� �� 0,4 of W 4 . C1 0 . 0 105 . 1 0 . 0 5 . 4 120 FL 0 . 0 PE 1. . 3 40+ NUMBER OF SPRINKLERS CALCULATED: 6 heads X 1 . 0 0 . 0 106 . 5 0 . 0 0 . 014 TL 1 . 0 PV 0 . 2 Pipe: .48 -241 . 9 6 . 215 PL 440 . 0 PF 0 . 9 j TOTAL SPRINKLER WATER FLOW REQUIRED: 272 . 6 gp,n X i . 0 0 . 0 1.06 . 5 0 . 0 2 . 6 140 FL 69 . 0 PE 0 . 4 ;10+ TOTAL WATER REQUIRED ! including hose) : 372 . 6 gpm Y 0 . 0 H.S . 107 . 8 100 . 0 0 . 002 TL 509 . 0 PV 0. 0 Pipe: 49 -341 . 9 8 . 325 PL 350 . 0 PF 0 . 4 I FLOW & PRESSURE ( at base of riser) : 272 . 6 gpm @ 90 . 9 psi Y 0 . 0 H. S . 107 . 8 100 . 9 2. . 0 140 FL 171 . 0 PE 0 . 0 20+ LEGEND to SPRINKLER ORIFICE SIZE: 17/32 inch Z 0 . 0 SRCE 108 . 2 (N/A) 0 . 001 TL 521 . 0 PV 0 . 0 I it ,/i NOTES : 1 X = Required Wir.ter Supply itNAMEOF CONTRACTOR: A Professional Fire Systems, Co. �/ I 108 . 16 psi @ 341 . 9 gpm If ( 1 ) Calculations were per.fi,rmed by the HASS 5 . 0 computer program 10+ ftNAME OF' DESIGNER: R.Berry under license no. 406L197XXX granted by I 0 Available Water Supply 11 FIRS Systems, Inc . 116 . 9 psi @ 341 . 9 gpm 2193 Ranchwood Dr . , N. E . , Atlanta, Georgia 30345 0-------------------------------------------------------------------- - 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. 8048 SW Shaffer SIT 95-0036 80 BUP 95- Sh SIT 95-0045 8048 SW Sheller SIT 95-0036 SIT 95-0036 ATLANTA, GA 48 5W Sheffer SIT 95-0036 BUP 95-0428 SIT 95-0045 BUP 95-0428 BUP 5SIT 95-0045 8048 -0428 Shaffer f BUP 95-0501 35 of 52 BUP 95.0501 36 of 52 BUP 95-0501 37 of 5-0045 BLP 95-0501 38 of 52 IF THIS NOTICE APPEARS CLEARI It THAN THE OUT- 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SD �1ii'�� ��i i �����i{� i�i�i�������� � i�i�i�i�i�i��� i�i�,�i�i�i�i � �lrlri���l�1� i �����yr1�+'�� ���i��till�f� i ��i�iE��►���� ���1r1r1����11 ���f����j���� !�ilue� nielim !s��i�uiim�h��f ii�il�ni �iuliu� �iiil�m�i�il!�ii �►�ihea n+r�ari uidmi��iiilrm t��iliui �uylm �Nil hru 111111111 i 4f SPRINKLER SYSTEM HYDRAUL'.0 ANALYSIS Page I Jate: 01-05-1996 9533A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Paye 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: Durham Elementary School / Area "A" JOB TITLE: Durham Elementary School / Area "A" JOB TITLE: Durham Elementary School / Area "A" EQUIVALENT K-FACTOR CALCULATOR WATER SCPPLY DATA PIPE DATA PIPE LATA (cont 'd) Node Sprinkler Pipe die. Total equiv. Fipe H-W Equivalent SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D Name K-factor ( in) length ( ft) coef. K-factor NODE PRESS . PRESS. @ PRESS . @ DEMAND PRESS . PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. _________________________ TA ( PSI ) ( PSI ) (GPM) ( PSI ) (GPM) ( PSI ) END ELEV. NOZ. PT DISC. VEL(FPS) HW(C ) ( FT ) SUN. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. FLOWING 7. 80 1 . 047 7 . 80 120 7. 26 2 118 . 0 105 .0 1299 . 0 116. 7 372 . 6 92 . 9 NODES ( FT) (K) ( PSI ) (GPM) F. L. /FT ( PSI ) NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI ! Pipe: 1 -40 . 6 1 . 087 PL 18 . 0 PF 7 . 3 Pipe: 14 -121.0 2. 115 PL 16.0 PF 1 .9 1 9.0 7 . 4 30. 0 40 .6 14 . 0 120 FL 0 . 0 PE 0 . 0 R 9.0 0.0 62.9 0.0 11 . 1 120 FL 0.0 PE 0.0 AGGREGATE FLOW ANALYSIS : 2 9.0 7 . 4 37 , 3 45 . 3 0 . 406 TL 18 .0 PV 1 . 3 F 9 .0 0.0 64.8 0.0 0.120 TL 16.0 PV 0.8 Pipe: 2 -85 . 9 1 . 416 PL 1.7.0 PF 10. 3 Pipe: 15 -121.0 2.115 PL 50.0 PF 7.2 TOTAL FLOW AT SOURCE 372 .6 GPM 2 9 . 0 7 . 4 37 . 3 45 . 3 17 . 5 120 FL 6 .0 PE 0. 0 F 9.0 0.0 64.8 0.0 11 . 1 120 FL 10.0 PE 0.0 TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM 3 9 .0 0 .0 47 .6 0.0 0 .447 TL 23.0 PV 2 . 1 G 9.0 0.0 72.0 0.0 0.120 TL 60.0 PV 0.8 OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 272 . 6 GPM Pipe: 3 0. 0 1 . 087 PL 18 .0 jF 0. 0 Pipe: 16 -121 .0 2. 115 PL 64.0 PF 10.6 4 9 .0 0 . 0 46. 5 0.0 0. 0 120 FL 0. 0 PE 0. 0 G 9.0 0.0 72.0 0.0 11. 1 120 FL 25.0 PE 4.6 NODE ANALYSIS DATA 5 9 .0 7 . 4 46 . 5 50. 5 0. 000 TL 18.0 PV 0.0 H 19.6 0.0 78.0 0.0 1. • 120 TL 89.0 PV 0.8 Pipe: 4 -50 . 5 1 .416 PL 1 .0 PF 1 . 2 Pipe: 17 -121.0 3.260 PL 68.0 PF 1 .2 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE 5 9 .0 7 . 4 46. 5 50. 5 10 . 3 120 FL 6. 0 PE 0 . 0 H 19.6 0.0 78.0 0.0 4. 7 120 FL 13.0 PE 0.0 (FT) (PSI ) (GPM) 3 9 . 0 0. 0 47 . 6 0 .0 0 . 168 TL 7. 0 PV 0 . 7 D 19.6 0.0 79.2 0.0 0.015 TL 81.0 PV 0. 1 1 9 .0 K= 7.41 30.0 40. 6 Pipe: 5 -136 . 4 2 . 115 PL 14 . 0 PF 2 . 1 Pipe: 18 -272 .6 3.260 PL 13.0 PF 1 .2 2 + . 0 K- 7.41 37.3 45 . 3 3 9 . 0 0.0 47. 6 0. 0 12 . 5 120 FL 0.0 PE 0 . 0 D 19.6 0.0 79.2 0.0 10,5 120 FL 5.0 PE 0.0 3 9 .0 - - - - 47.6 - - - 8 9 .0 0. 0 49 , 7 0 ,0 0. 149 TL 14 .0 PV 1 . 0 T 19. 6 0.0 80.4 0.0 0.065 TT, 18.0 PV 0.7 4 9 . 0 - - - - 46 .5 b 9. 0 K- 7.41 46.5 50 . 5 / Pipe: 6 -40. 0 1 . 087 PL 18 . 0 PF 7 . 1 Pipe: 19 -272.6 4.260 PL 13.6 PF 0.5 6 9 . 0 K= 7 .41 29. 1 - 40. 0 6 9. 0 7 . 4 29 . 1 40 .0 13 . 8 120 FI, 0. 0 PE 0 . 0 T 19 .6 0.0 80.4 0.0 6. 1 120 FL 13.0 PE 5.9 7 9 . 0 K= 7.41 36.2 44 . 6 7 9 . 0 7. 4 36. 2 44 . 6 0. 394 TL 18 .0 PV 1 . 3 U 6.0 0.0 86.7 0.0 0.018 TL 26.6 PV 0.3 8 9 .0 - - - - 49. 7 - - - 9 9 .0 - - - - 48. 5 - - - Pipe: 7 -84 . 6 1 . 416 PL 19 .0 PF 13 . 5 Pipe: 20 -272.7 4.260 PL 1 .0 PF 0.0 10 9 . 0 K= 7. 41 48.5 51 . 6 7 9. 0 7.4 36. : 44 . 6 17 . 2 120 FL 12. 0 PE 0 . 0 U 6.0 0.0 86.7 0.0 6. 1 120 FL 0.0 PE 0.9 A 9 .0 - - - - 52.9 - .- - 8 9 .0 0. 0 49 . 7 0 .0 0 . 435 TL 31 .0 PV 2 . 0 V 4.0 0.0 87 .6 0.0 0.018 TL 1 .0 PV 0. 3 B 11 . 8 - - - - 57.4 - - - C 11 . 8 - - - - 77,8 - - - Pipe; 8 0. 0 1 .087 PL 18 . 0 PF 0.0 Pipe: 21 FIXED PRESSURE LOSS DEVICE D 19 . 6 - - - - 79,2 _ _ _ 9 9 . 0 0.0 48.5 0. 0 0 . 0 120 FL 0. 0 PE 0 .0 V 4 .0 0.0 87.6 0.0 -2.0 psi, 272.6 gpm E 9 .0 - - - - 62.9 - - - 10 9 . 0 7.4 48. 5 51 . 6 0.000 TL 18.0 PV 0 . 0 W 4.0 0 .0 89.6 0.0 F 9 . 0 - - - - 64.6 - - - G 9.0 - - 72 .0 - - - Pipe: 9 -51 . 6 1 . 416 PL 1 .0 PF 1 . 2 Pipe: 22 -272.6 4.260 PL 1.0 PF 0.0 H 19. 6 - - - 78.0 - - - 10 9 .0 7. 4 48. 5 51 .6 10. 5 120 FL 6 .0 PE 0.0 W 4.0 0.0 89.6 0.0 6.1 120 FL 0.0 PE 1. 3 T 19 . 6 - - - - 80.4 - - - 8 9 . 0 0.0 49 .7 0. 0 0 . 174 f 7 . 0 PV 0. 7 X 1.0 0.0 90.9 0 .0 0.018 TL 1.0 PV 0.3 U 6 .0 - - - - 66.7 - - - V 4 .0 - - - - 87.6 - - - Pipe: 1.0 -272 . 6 2 . 115 PL 6.0 PF 3 .2 Pipe: 23 -272.6 6.215 PL 440.0 PF 1 .1 W 4 .0 - - - - 89.6 - - - 8 9 .0 0 . 0 49 . 7 0 . 0 24 .9 120 FL 0 .0 PE 0.0 X 1 0.0 90.9 0.0 2.9 140 FL 69.0 PE 0.4 ,t 1 . 0 90.9 - - - A 9 .0 0 .0 52 .9 0.0 0. 537 TL 6.0 PV 4. 2 Y 0. ., H.S. 92.4 100.0 0.002 TL 509.0 PV 0. 1 Y 0.0 HOSE STREAM 92.4 100.0 Z 0 .0 SOURCE 92.9 372.6 Pipe: 11 -151 . 6 2 . 115 PL 31 . 0 PF 5. 6 Pipe: 24 -372.6 8.325 PL 350.0 PF 0.5 A 9 . 0 0.0 52.9 0.0 13.8 120 FL 0.0 PE 1.2 Y 0.0 H.S. 92.4 100.0 2.2 140 I'L 171.0 PE 0.0 B 11 .8 0 . 0 57 . 4 0.0 0. 181 TL 31. .0 PV 1 . 3 Z 0.0 SRCE 92.9 (N/A) 0.001. TL 521.0 PV 0.0 Pipe: 12 -151.6 2 . 115 PL 93 .0 PF 20. 5 Pipe: 25 -121 .0 2.115 PL 48.0 PF 9.9 B 11 .8 0 . 0 57 . 4 0. 0 13. 8 120 FL 20. 0 PE 0. 0 A 9.0 0.0 52.9 0.0 11.1 120 FL 35.0 PE 0.0 C 11 . 8 0.0 77 .8 0.0 0 . 181 TL 113.0 PV 1.3 E 9.0 0.0 62.9 0.0 0.120 TL 83.0 PV 0.8 Pipe: 13 -151 . 6 3 . 260 PL 183. 3 PF 4. 7 C 11 .8 0 . 0 77 . 8 0.0 5 .8 120 FL 31 .0 PE 3 .4 SW Shaffer SIT YS-0006 PD 19 . 6 0 . n 79 . 2 0. 0 0 .022 TL 214 . 3 PV 0. 2 BMP SW Shaffer SIT YS-007a 048 8046 SW Shaffer SIT 95-0036 BUP 850428 Shaffer SSIT 9"dis IT Bs-OOHS PUP BSM2B SIT 9s.0er6 SUP 95-0426 SIT 960"5 SUP 95-0501 39 of s1 S:T 950015 SUP 85-0501 40 0152 SUP 95-04 OUP 9sas01 H P162 PUP 9S0501 420/01 SPRINKLER SYSTEM HYDRAULIC ANALY-31S Page 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5i CENTRAL GB-20 894 _ Step 6. To instai' :he escutcheon JOB TITLS: Durham Elementary School / Area "A" CxBm20 ,E fN1 plate, align it with and press it over JOB TITLE: Durham Elementary School / Area "A" 1611 11 mounting surface. the sprinkler bntly un111 the outer edge NOTES: WATER SUPPLY CURVEy.A. Mata of the escutcheon meets the (1 ) Calculations were performed by the HASS 5 .0 computer pro ram under license no. 406LI97XXX granted by g 120+ Large Orifice HRS Systems, Inc. a\v0 l Design Requlremenls-Extanlied Coverage Applications 2193 Ranchwood Dr. , N.E. I \\\\\\ .,,a Atlanta, Georgia 30345 I \\\\\\ Extendlad Coverage Light H;�zaM Cove CAUTION: Donotwrectionnch tum w rage Area Mexnnum Dlsmnca Minimum Flow Minimum Pressure the deflector, as this action may 110+ (7. xO.) Of well (gpm) (psp damage the sprinkler and cause it \\\\\\ Reces , :u Pendent and Pendent to leak under pressure. \\\\\\ lex 16 Sleet 2e 11.1 (2) The system has been balanced to provide an average 's <� t6 x 19 9 feet 33 Special care must be taken when imbalance at each node of 0.006 gpm and a maximum I \\� <- 105 psi @ 1299 Spm Glass Bulb Automatic Sprinkler _ imbalance at any node of 0 .054 gpm. I Flow Test joint -,_ 20x20 10 feel 40 28.3 installing wmha CPVC system 100+ Manufactured by Central Sprinkler Company - The Model GB-20 Pendent and RecassM Pendent Sprinklers aro U.L.listed for Sprinklers must be installed afar the ( 3) Velocity pressures are printed for information onl �+1 ricnn Carne '.�rnu�. Lansdalr Pnnnsywanla 19446 Coverage Ila' Light Nazard Occupancies arty. f:xlerrded Covera a rcaaons in L/ CFVC manufacturer's recommended / senirg time for the primer and y, and are I IlTeChnical cement tp ensure that neither not used in balancing the system. Maximum water velocity in I X PrQI>�UCtaccumulate within the sprinkler. any pipe is 24.9 ft/sec. 90+ ➢t `4(?rk Special care must hinthe taken when I WDesert t, n Data Installation Seouence installing with a copper p _ Installation g pp Y I Step 1. The unit must be installed in Sprinklers must be installed only.',Cr P 80+ The G,:mral Model GB-20 Large Model: GS-20 the pendent position. the inside of the sprinkler dmp and R I Orifice Recessed Pendent and Style: Recessed Pendent and associated fittings have beer .:'Ire E I Pendent Automatic Sprinkler is a low Pendent Sao 2. The face of the sprinkler blushed remove any flux. Residual All Central Moue) nt Automatic Recessed P p S I cost, aesthetically pleasing unit. Escutcheon: Model F_LC Recessed � b �„�. pendant and Pendant Automatic !itting should be installed a nominal flux can cause corrosion and in S 70+ specifically designed for Extended (2-piece) v Sprinklers must be installed accord- a °7n' (t'/d) behind the ceiling line as extreme cases can impair proper U I Coveragetight Hazard applications r�`^ P ing to current NFPA 13 Standards shown In the installation diagram on sprinkler operation, R I I per NFPA 13 1991 Standards. Note: Only the Model ELO "Recessed" `•�.,t«i; _ .. two. Adjustments me be made E 2-place)Escutcheon maybe used. and these installation instructions. page I Y I The Model GB-20 Sprinkler inwr- Substitution or other"recessed" Deviations from these requirements vie the push•on escutcheon plate to 60+ porates a specially designed deflector escutchili may impair this operating - and standards or any:ule,ellon to the compensate for variations in the Care & ( I that provides a much ;greater area of sensitivityand distribution attest. s rinkler itself will void an warrantyfiling. P I coverage than most commercial p Extended � i made by Central Sprinkler Company. 1p S I sprinklers. A 2-piece recessed Wrench: Combination Wrench or ! In addition, Installation must also Do not use the push-on escutcheon Maintenance I 50+ escutcheon assembly that provides Coverage a rage � g p plate to hold the unit in position. The , 08-20 Wrench meet local government provisions, I for': of field adjustment is available. Orifice Size: "w" pa5mm1 codes. and standards as applicable. sprinkler will function properly only Sprinklers must be handled care- The Model 08.20 has a nominal K K•Famor. 7.B 1 r u.ro1 Nontrial } the system piping must be property when the system piping is anchored fully.They must not be transported or I factor o maximum tam ereT re L'g l `"•. to the building structure. Otherwise stored where ambient temperature 40+ 17 B a p Thread Size: ',,' ire.f m.n)N.P.T. sized t ensure the minimum required 9 P rating of 200sure of ,and a maximum u a Z . , flow rete at the sprinkle, Check for reaction alter the from system initiation may exceed 1 hem00-F/38-C. For best Temperature Rating: 155'F/88°C n I working pressure of 175 psi. ,4�s1rr the proper model, style, orifice etre, could alter the sprinkler alignment results, store Them in a dry,cool The Model GB-20 is aveilable in 1761F7790C '1R•' and temperature rating prior to and disrupt the pattem. location in the original shipping 30+ three standard finishes. brass. ZOWF/930G Recessed installation. install sprinklers atter the package. chrome plated and white painted. Its Approvals: U.L.', U.L.C., piping is in place to avoid mechanical Step 3. Use only a non-hardening Do not install sprinklers that have meting escutcheon platers available M.E.A. 312-92•F /� e,��. p/� damage; replace any damaged units. pipe joint compound cr Teflon' tope. been dropped or visibly damaged. in -noes standard finishes, brass Maximum Working Pressure: 1 r5 psi Pendent and 'Net pipe systems must be '.ply, only to the male threads. Sprinklers should never be painted. _________= plated,chrome plated and white Factory Hydro Test: 100%at 500 psi protected from freezing. Refer to the coated, plated, or altered In any other 20+ LEGEND " painted wnh additional special Standard Finishes: Pendent installation section of Central Step 4. Hand tighten Ihu sprinkler way from manufactured condition or I painted finishes available. Sprinkler brass. chrome plated A Bulletins on the Model A-1 Dry into the fining. Use a Cemral they may not function iroperiy Any I X = Required Water Supply " Corrosion-Resistant Coatings: f U.L. a"4k9er ._ Pendent Sprinklers for use In dry Pipe Combination Sprinkler Wrench for sprinklers altered in such a manner I 92.92 psi @ 372 . 6 gpm Operation: The glass bulb capsula Sprs� s_ sprinkler installations. pendent sprinklers and a GB-20 must be replaced. 10+ 'r operatingmechanism contains 3 only) white, black,off- Wrench for pendent or recessed The owner is responsible for the Upon completion of the installation. P I 0 = Available Water Supply " heat-sensitive liquid that expencs white pendant styles to tighten the unit intooperating I 116.71 si @ 372. 6 Escutcheon: brass pleted, chrome the system must be tested per P typroperivc condition of all nee I P gpm upon application of heat, At the laced recognized standards. the filing. A leak-tight joint requires protection devices and accessories. " temperature,the frangible capsule plated, white painted only 7 to 14 n.-Ibs. of torque: a The NFPA stanaard 25 entitled, 0++-+---+----+-----+------+-------- P 9 P m the event of a thread leak, Y q +--------+---- ----_+---------__+ ruptures, thereby releasing the prince Length: 2'/e' �s2s tent � tangential force of 14 to 261bs. 'Ins 400 600 B00 1000 1200 1400 1600 g remove the dna apply new pipe lolnt 9 "Inspection. Testing and Maintenance 1800 2000 s691. The sprinkler then discharges Width: 1'.',a" ;4x.9 mm Giemeter compound or tape, and reinstall. delivered through a 6' handle will o!Water-Based Fire Protection FLOW (GPM) water In a pre-designed spray pattern Weight: 3.2 OZ. ,90.7 gems) deliver adequate torque. Torque Systems". contains guidelines and to control or extinguish the fire. Patent. Pending l levels over 21 it.-lbs. may distort the minimum maintenance requirements. orifice seal, resulting in leakage. Furthermore, the local Authority Pendent sprinkler is listed for Having Jurisdiction may have adelk 8048 SW Shaffer SIT 85-0036 ease gatgkdrlr -°•3oakInnrg'"." mrihm W me ImMau unobstructed construction per SUP 95-0478 SIT W0045 SUP SIN Sh SIT 95-0036 mater,,"comal'ar, tenmasa. NFPA 13. Ir SUP 95-0501 'i3 ar 52 �"2t VT 85-0045 ,1u 3 7 7 d 'ration is a lretlemarM dire DuPont Cnry. 44 of 52 3 I IF THIS NOTICE APPEARS CLEARER THAN THE 71998 IXYCUMENT,THE DOCUMENT 190E MARGINAL QUALITY. MICRQFILMEI, Ijl{I�I{IIIII seltIarIII DI{I{I{I I{I{I fl`{I{I{ISI{I{I I{I{Ill Ill{I f{T{!jl I{1{I t I{I{I{I Il{{I I{IJI{I 1{III Ill{I{I nlhrn Ind1 ilii milnulmlhlnlm IInI ulduR mdun mdau lnlm> i6ul nnlanlind( u nnhnll nnhn mdun fluhm b1 tun mdnu nlnni w '` ` 24X i I � � _w r r I { CXI5TIV!G. t I � i 11 i i l I T I I ' I _ 01 r J - I % Z`- w ca — - --- --- - Nj,,� 3 i S TA.TIc. ; I I b r T. 1 ; I F•CLODLIA,L; Ie'S Pyr d� I �A�tlIVAd. ... CITY OF TP3ARD ........ c r t WARY N ..•................. r Owl 4, _ .._ I AFP�oved . �+or only trr , 8!' (+gamIn- 0 . 1 . k' .ftb o too I �,�,:r tn;F�olltavlr........ Attach,.... .................... .,.,,.............. JOb Add'ross: tjLAN%S (MUST BE �,N A t) Sic t.�:�-r�_ •, IIYONA.,�L,r h?cr. F'�►► r•, ( N or 0ionrV(7. r r ,�, f IPS h-4,10% ,Al � C tI:•lt�r�• ,�►1t� 'r N, ,,. � „r. hep , r1A,t `� �INIIrS r, r� IMPORTANT SPRINKLERS pROF S10NAl 17273 South Steiger Roar; In IpGaIIIINS sutlltcl t0 treetrnq r.UndltlOng ,, I{uIF,,writ,, S.,.� ,.,,,,,. a Eleavercreek, Oregon 9?004 br►rtY10Of0vrdeheatthroughoUtWNtpipe SUr-nkl!'rsystpmsareaSin S', MF3 TYPE UHIF TEMP FINISH CANOPY 0-TY , FIRE SYSTE�rlS8 n 1�nLIUSUrPS our dry prxre r,�ru a and Wher I (r Phone 632-45'53 9 types Ul valves coni Water supplies to sprinkler systems •`- CONTRACT Durl-JAm LI-rMt►,)TA rY SYSTEM DESIGN DATA — NAME :-4r,r. n puRF�^r� CLASSi�ICATION 5+�•'E�t4REA TI �,. !•D HYL)FIALOL IC , nPr&rI �? z y I'r,I;,N DATA GPMrSO F Sv fT ,r.C� DESCFiPTION: �"------ - 4t7EA Of APPLICATION r�OSE " e S1) F T At_InWANCES GPM 8048 SW Shai�r±r T )tAl :i�':?EMS SIT 95-0036 rrEQUIREVENTS GPM AT 051 At CC►NTRACf WITH: APPROVED BY — PLJBUP95-0SIT 95-0045 WATER SUPPLY INrORMAti N STATIC PQESSURE PSI '95-0501 4�i b152 O OF SiUUAI PRESSURE oIII WITH GPM rt OWING - -- DATE SCALA I DRAWN BY CONT/1ACT NO. DRAWING NUMBER '``' TOTAL THIS SHEET I e- -rti-h5 rnKEN nt BY C,n�r � - O IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED t(�Ii�i�t�i�� p� i 1111111 r�i�! 1111111111 . IIKAN MAOI M WIMA IoL- i�i{ll lNI�IIA IIII�tiN ilillNNflilllllll 1111�{tIt Ntlllttl I{it�lt{I{t�t�tttt Ilit�lllL yt1�I111111i1�Ilit IIN�IIII 1111�IIIIIi;ninn nnhul nnlnn ttllltill{illl�l`Iltl�lnhltl II111Ii1 Ilttitul itifi�M�t gn�Ntt tpittt n�� �t nthnt Iut�atr u�tlIIII IIi1lllf�It 24Xi r a , � II ► r..,.,.-.1 � I CL.9 Qf CAL , I t 1 I I ! I I 1 I 111y r r �III ki I-IDA X15TI %j<7% I=',uIL_QiN 4 )�CL.Il-< t I Ott 7} — — — -- -- ° s�,s _ I .�-- Tom- - ---�5 Tat -#Z -1a I/,�->�- 1 I I * Ib i 1 .._.-• �u-`-- I L to 411 'c I 9 I�hit j �Y IA N Will � U, °� � �! � -3-IC �7-►' � � I � k 11 X12 .�_.� -La�,w�-..e�� v I Yet s �•+ _ �. 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' I _- - - �� - � F Au it'S 14 W1ET CACTIlC11u-tKtr ���t - "1 ) ►.'tF >'- IJc,�r h -----�1 �' r _ _�_._ _ , _- l.A_t_ TI6t CiT1lAJa,t�CMtoac Imo- -'- r-n'tr1" /�I A,l)' 1�. ZpT dli°F_CTI�N pF TIDE t1/NITe .7f'QK, �q►VOPIt% Ito 1-3 OT j L� LAJ-7l�cl,a!�Kr _ ',c�+• ••a '10 C.k P� h IJFPA 1 STS?r Ce•oc IMPORTANT SiyRINKLt''S cc -- _ _ -- _ �- In IC)LalltleS Sublect to Meeting r.Undllions II 13 the owner 5 rpyttl:n51• PRQFE.7.710�AL 17273 South Steiner Road t �1^a+b•+� R o •. Yu ��Q R SYMB TYPE ORIF TEMP FINISH CANOPY OT Y © BeaverCreek, Oregon 97004 1' o AA1 -, �U�/F j -' /-� _ - LA-Vire ' - - b llty to(r10vIdB hPAi lhrOughAul wt' pIAP S( ' nklht SY51P.mS eS/eAs dnd FIRE SYSTEMS Q St-N�{ 1t L �I Pc f� r ,F C�wT I-A1a1 r f`'tnvKti e,t ..ti I Pt n r t'! � 'Trvr+wl �- — - -• -a -_. _._ _ - r �__ _- .n enclosilrps lof dr 1 •:.,,.�,_ I Phone 632,4353 .g 6 v P Qe tlt loge and other types v vt11ve5 controlling (7 L''y I]/ �r5 if Fc+II "at It-u rr 7 Mitt cl!►.,.L' . .r S�•- 4_1 - ' f rt I"t Cnu"M Fr, Jt tPATlrrJ 110 j"�•rcn t MALLSsuppliesrT.Cnd.c,,, .•, 7 IO SprinklB, Systems ...�..,��. DR ELtt �►A•,h tT� ` _ _ -_ _ watEr4 kIeITSS lit '55e IIloNf S.ceA;eTe I4'. NAME DURHAM ,-LIT-MENTA,RY ,_GVAJOL_ HAZARD SYSTEM DESIGN DATA �.l I ---�, -- Q DuR�I-�M .li CLASSitICATION �_IC,.wT i"),J�2f,F'O Sy"'E1.'AFIFA Lit?_ �J4•►,tr �.�rFtCa�T �2 ZIZ �J�14 -w 1� L7d4n �.W. HYCIRALIL IC' -` -- {� DESIc;NpATg ,IG GPM,SO Fr V/1F.Ir 5 SO FT ,HI; �IflEwJ►t L 92 1(,5 �.nter•r �rr�l�!!t 1, DESCRIPTION: IQ` [� .t K =`2, 41 DE1^1 L., -Ly L`-t 10• 11 AREA OF APVL CATION IS:x+—iG HOSE FT gILOWaNCE$ /C',C� 5pv. /\REIN /� CJ / I RE -F'fmINM.�C- ' �L A.to T7 Al 1.•;rEMS CONTRACT WITH: APPROVED BY. _ - R07AL MENrS GVM AT PS AT WATER SUPPLY iNFt7cIMAtipN STATIC PRESSURE �/� psi/ RFSipuA; PRESSURE I O j PSiyyirH /�(�� (}PMFIOWING DATE SCALE „ a DRAWN 8Y CONT!' NO. DRAWING NUMBER 348 SW Shaffer SIT 95-0038 �`iCr• . L !!E . I 9Up95-050B - TEST `f�.,p�I.Irr r• �t. eY �`It..,t a /'�.n.ogTF TOTAL THIS SHEEP (a� I2 ' 2�'�5 '�� - i-n R .B� �Y 1533 F" WNGNU 51 i 95-0045 � , i A K E N A t F3 Up 95-0501 46 of 52 �� - .. ..._....,. _._ .__. ,_._._,_•_»r._ ......_.._._._•«..r•...r....._-.._._. ..+n•r,.Vn•Y-w.M_ ..._w+-+_,lY+.-•.... ..._.......,rM•r....•. :•.: . _....a _.........-_.___..— _. _w-_ - _ _.. .._..... _.-:,_.._�4='- %%�44._. -.. __ .. .. _ h'-•••••-•A' .-+Ifs:. • -_•rr..o.. IF THIS NOTICL APPEARS CLEARER THAN THE ULT 7 IOJ98 I1�OCIJMENT,THE DOCIIMENT IS OF MARGINAL QUALITY. MICROFILMED i1il��t �l� ililll��a��� �!�!�l���I�l� i•�'I�I�I�O�!►Ii iliial;irl��i � �lrlr(-r��f7l� ���lilElr�rlfll i I!i!Ilcfll�l� � �!�!�l�������� �iilrl;���11i1 ��-►l� �� �� ' �u!nn �Illllin Ilnlnliltmlml mlli�r� tnlllul nlllml nllhill Illlhnl nnlIIII Inllnninlllnll Ilnh�ll Inl�lllleun{nn nllln�nllllll a�I�lll�11� i Inllnlinll�lnlllll Ilillllil�Iitlllr �Iu1�e I ry _ , , ipn.M'31i.��,.1/K Q4•,µ..rv+,, ;. 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" T"ti • 4 I t ' M t Y f J/ I r i I t\!/ t \�, t._._+..'�{i.-_-T'( • ! \ Y� O ?\. ! i Ln I , 4— t 1 .I ioil I ^ I � ... I \f �;1 I + + •`, I �,` � � i l , 1 ` � `r�l � I �. I ,�� I � i � ,^ . 1 V f11i0ki(,, 1 Grlo ? CErGrnlr„ G[,n 1r C F� 6G �»<►�T I 4 C411--1Nr� �.�-FVATInNr� � Ut�1lF' ` ����• n —.,�� `�Y PIAN T GJ 4 1'T F r 11 T n(T 11F-% I iJ 1-AY -10 !�_E'(!. I ti'(,. TI c_r i{ D r, 4 or I N fi�)TK F 00 J IMPORTANT SPRINKLERS In localities sub eCl to heer1n PROFESSIONAL 17273 South Steiner Road I g�pnd,lu)ng ,1 ,S t►TN JWnrI'3 rp�,v:n51• bIIIIYtoprOv,deheat thrOUghOulwetpl: SYM6 TYPE ORIF TEMP FINISH CANOPY OTYFIRESYSTE�NSB Beaver reek, Oregon 97004 n QnCIOSttreS !vr dry p+pe C;IutJe Bnd Olhpr types of vdlveS controlling ( � t�c -V0,^kf'—? I' I N 155 (iter ,r �j�Yf,tr� �z •7 Phone 632-4353 water Supplies 10 Spr..,kler yystemg �••+••••••••• ® 1�F c.� s�, I�� f SSS �NFt«r (�1N1Tr j Qj CONTRACT l�R. ,A�'1, L EME SYSTEM DESIGN DATA _ NAME NTARY Se—VkOO ~ HAIARp - U6? Ir., T 'I� ' i�I%A -- �? se,40 S.W. Du2N^M t Ac,51I.CaT1pN SSC'EM ARE A �_� K 212' ^ A_..1ORE:tc,N q�z21i nF51rt.,NDAtA GIDN460 FT SO FT ,H() ��1mi4a.( I�? �(r5a it{tt„►,t �ti>znr.c ()ESCRIPTION: r!1 IJ! AREA OF APPLICATION _ ~OSE $U cT ... .. r1RG � . . •ALL ✓WANCES GPM G r A I TOTAL SYSTEMS — CONTRACT WITH-- ”- APPAO�YED BY,- SUP Y: ITEOAL 5*cENTS GPM Al P;I AT 048 SW Shaffer 51T 95-0036 UBt'P 95-0428 SIT f5-0045 WATER SUPPLY INFORMATION STATIC PPE-SSURE PSI BUP 95-0501 47 of 52 - -•^ RESIDUALPRESSURE PS1vii TM GPM FL OWING '- InIATE SCALE -` CONTR NACT O. DRAWING NUMBER F.51 �""_�" l TOTAL THIS SHEET -- O ��_ 26'c�5 DRAWN BY s� rr�ts� T T n K E N a T A� nAtF JG ( e. I -o IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 1998 1 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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(1\rr..r I,. nTgre �. �CWTER .jlJk F �D Irr tT•t' lleIf WTT" j+ yl I IMPORTANT SPRINKLERS II �� '" I �� � II 1 � I • - � I Iola.amlesv�DtecltolreetingconmUonsl,au„•,:wnna'P,:,,,n,,. -77PItOFESS10NAl 77^.73Pouth Steiner Road II IH 1 fl I b'blyluoloa0rheanhroughout-a'PIP@so'•nv.",SvsE""Pasand SYMB TYPE ORIF TEMP FINISH CANOPY Y Leeverereek, Oregon 97004 §- P IPIo t IPm '� nenClosuFes 1uIorIPIP.OchlgeAnd orher IVoPsofvalvescon vonmg r .;':'_ ' �/�a 155' Glvc-, : as 'g Phone 632.4363 _� P . . water su0phes to 50nntle, systems - - _ 38 m 3H 'I Io0 yr n.. ,. `. .< 49 coNTaACT I�uQ c IiSYSTEMDE I NDAT NAME IAM tLeM. NTARY ��1IroL I'H 1 I • I "issB'4.cAnoN S+aCr,'eP(A I IIrrI .RT '1. Ir E,..,- !4 TtinvnS.RD^�>I �M Ilk122 1.AYsei1°'-Le1 yk�` � I• 51 I� IPrL IP D I OE�oN�'n+e GE•M.50n .•o II�r•cNr -�I, 155 It, r+.. <y ONTTalla : SUN 1 TT1 - C AREA OF APPLICATION sofHAOSE ^{' C A + L 1D0 LS E LL BWeNLCS GPM I 11RE SPKwNL.eR SY',.TE ht - _ ..- _._ PE UmEMEN SS GPMA' 7Je• II•.Ea •.n, CONTRACT WITH: Pu 41 p -- _ _.:__ APPROVED W. SECTION �4` 1� PLA, w4*FR SUPPLY IW OPkuh0N S14nL PPEa}unf LOWIPSI NG _ DATE CSIDWlPPf 95uPE PSI W,in GPM! B�� I [ URAWN 5Y CONTRACT VO. ORAWINO NUMBER B0158W42Shatter SIT 95-1035 .r.rst���-�.� .,. Nnr B+ OAIE TOTAL THIS SHEET I1.9 12.- Z(.- 9S ' ' R.Lt:f•KY 9 i3 rf BU.^95-0OLB SIT 95 0019 %R I O r BUP 550501 48 of 52 IF THIS NOTICE A PPEARS CLEARER TITAN THE OCT 7 799P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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I "• i I ' r iI -: F.F, J_K ISTIPJk 17'YO- 1-Q� " 1 �' _ I - -- , 3. )(0-7 T 0 (` T''I'01 C A.L C(•iJ, 101 _-- --- - -- / - to J A c� 1 T.1 F -, i ( � L . -� Urate f`Ir'r ,• r, �_ _"'� Lr,I111T'- C-c I11,.,� f A,•r.l'I, 1., I w- 1„rTllr •, t!NPo.-.c t,• C'�1,4rr � I – IMPORTANT I SPRINKLERS 3 South Steiner F� PR09ISSIONAL 1727 h Road 17y , 1 , � �• � n IO(.alrht's 5tlb1(•C1 10 IleP21ng CUnr,1lllCin$ �I Is Iht'�)Wnpr g rPs:n�tlSi• Beat/@fCreek Oregon �-.'>' ?+------------r-,�-• ) S Y M B TYPE ORIF TEMP FINISH CANOPY O T Y FI o , 97004 o f Plo t l a1c7e j j tlllty to p,ovroehea►througnput we'p,pe%j ��nk-Vr Sys(emsarcaS ani 1 ■R� SYSTEMS Q Phone 632�35� n enclosures tU, , r wr,r,., t� 3 C I dry pl9e tlE'Iuge antl other types OI valves('ontrt�Iling C, {'•,. 1 '�3T I55 �t•Ire.+r •Se► Nrr+. J L] WAIPr supplies tO sprinkler systems - - - __ _ ) r N9 DL,IRFIAI' l �I�MENTAkY JC. kcr�t. - I I 1r� r r • t '�Z I y�° C 11 Fr►�r 1' CONTRACT 3� ± SYSTEM DESIGN DATA Ao • H A A •s W , r•�/ AZARD --- r ) Ilr'r-)r.HT f fa�.5 — 14 S DUQN�M t BIZ T I 1 I CLASSIFICATION _ Er.�4NE4 II�I�Pf� �1e1'I:.C�� I •' I ! I a--1� (— --, I Hv DRAULIC -- a"K_r .e-,V. t e _ r 9 l?� f i _ ( A++1•Dfl�ll,o VA.iIr 5'l0 1D. lovt I01^'r? o �/ DESIc,NDATA ^,PMrSQFt 5(J FT ..f. ar'kIANT /I IS-S (�t.+�t �/ DESCRIPTIO, I . ...-` ---` 1 I ARFAQFAPPLICAr,Qrr ALIUyWANCES _ ... . _. _.._. _. _.. p c I ,----— So F T HOSE GPM - &fP_L A` c Q I L TOTAL Ir CONTRACT WITH: I' REOurREMENTS GPM AT 0Y AT f , u r „� APPROVED BY: � T`'K•T' r ISS CNr� LH f?cr,f- 2, ^� - - - -- - 1 �} WATER SUPPLY INFORMAT,QN LTATIC PRESSURE PSI SECTION .J� r� ' ti�l r f .- T- f Lf,, n1 _ r,l (., f I"I/-K-t 1 •. r5S' -- _�- UN(')r P, STA/if --_= '-_ '�**�+•^^« RESIDUA;PRESSURE PSIWIt1i GPMFLOwWG -- DATE SCALE DRAWN BY TFSCONTRACT NO. DRAWING NUMBER 8048 SW Shaffer SIT 96 003e TAKEN AT By DATE TOTAL THIS SHEET 113 1 P-(-- 9 5 �iR'� I' O'� �'.�EPK`f' 9S 33 i F f4 cf G RUP 95-0428 SIT 95-U045 RUP 95-0501 49 of 2 IF THIS NOTICE APPEARS CLEARER THAN THE GLT 7 199P DOCUMENT,THE,DOCUMENT IS OR MARGINAL QUALITY. MICROFILMED Z:117 11111111�11 11 IiI�I I�{� 1c"ft111111 11111'11111111111111�1111111�11111 � 1`1gT�1111 � 111111111 111 1111111111111 I' i111111Ji11�1 III�IIII illl�llll IIIIIIIlIIt111�111! Ulil►,I}I lilllllli lgililtl Allt�itlt ItI1Il11! IlIt111NIIIlI�9Hl tltllntl IItt�InllNtllttll Nlr�tlrt rlll�IlN It►IIIIII Illllrt trtllllt IIt1Htl 1111�1tt1 ItN1N10 N119tst tlllttti tl Nlllll Nltlllll rrFlln antra 11 i 1 � J t 1 n K , ,� 4 TI I _ 777 �� T_ ZA - - - 01 Fi7\�i O O t p LI _j I _ f I I � XN 1 ® e + ! i j 11 i I t . � a 1 ,ail I lil jl � _ Exl•�INc. �Ultolrl4 i--____• �_-� ( I__.....} "r a �----- � I '\ , , � - � I ! _. � _ •�_ __t • . fi P � _. 1 � E 111 � • _ l © I � �0 � �_ � • �'� � • • - - I ff I X/ I O O - - -- __ I _- 01 p r G I j IU : - lI I t �._�._.. w .._ - 4- 10 . 10 - I O , I i r P O to t JR I�jT I NG _ 171'0.-. '��o� o ►, a --- .r. —r R I6) re A Cf.��In+�F_ �')-O_(�►.�Lt"-•� Nr`T'rn �—"1 � ^ -' �� CFAITE:K ��FalNkt.E'� 1`Ir^mow���t�l��� ^F 7'irf f..,,�t+t7� � PtlulElc� C��.,oPt:s � IMPORTANT - — - - --•_ _._------ __ I L..♦Y-t., T►L� Cr 11-Iti•�..: Ic-r\cr-,.., ,. ,-Tvt.r-. SPRINKLERS 17273 South Steiner Road ' In IOCallilps s1 0lEC1 t0 tieelin LOr�ill�lr7ns It IS:h P��O��t 9 me sacs; l and SYMB TYPE ORIF TEMP FINISH CANOPY OTY billty to pr ovl ye heat Inrougnojt wer pipe su#-nklt•r sVSle,'T15 areas and ��� ����` � BeEverCree!<, Oregon 97004 n enclosures for dr r g types of�atves contron,n (� ' """ 1 /,,. wC� Phone 632,433 ". ; y P De avitr a and other t rJ,. , Bwater supplies to splln�,e, systn�e / rT I..�•.F.,.... �� 155 64 0, Sr.�re�e w�►. CONTRACT SYSTEM DESIGN DATA NAJAPO NAME DuRHAr1 EI.tEMEN7A RY sGNool \i 'IASSICICITION SrS,E4�AuEA 8040 S•W. I)UVHA.M �� 1-IYpRAULiC ^ Tt�Att �. �� \ 4•. DFSIr,NpAla T GPM,$p cT SO Fr,.,� � t /iVcat• '1, S DESCRIPTION: O , ORE�Oh1 9'1224 �' ARE OF a?r� 1 S CHar... t N ar,\. D PTION: 1 w'` \�\ A l ICA SO FT AIIQwANCES GP�� A�' E A C k I GPS c�1 TOTAL 77NEMS I J �NIC�.0 R JO'JTFM REOUiRErv'ENTS GpMAT p�, AT CONTRACT WITH: APPROVED Br 8048 SW Shaffer SIT 435-0038 r- SIT 95-0045 K Y"^'" SAN'•-•-- RFa�DUAIPRESSURTER SUPPLY ORMaT'ON 5'aTiGAR,w'�;SURE PSI C,PMfLOWING DRAWN BY GATE SCALE 428 'AKEN AT TOTAL THIS SHEET CONTRACT NO. DRAWING NUMBER SUP 95-0501 50 of 52 TEST IF THIS NOTICE APPEARS CLEARER THAN THE �).,T 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL OUALIT'Y. MICROFILMED i 1�1�1�1lI�IlI I i'�I�!jl�l�l�l tl�l�l�i1l�ijl 1 ��TI�lj1�1 i I�i�itl�l�i�E 1 !11111111111 1 i I�IJili�11i11 11I+1111Ipj'R ������t ,Jill=11111111 Ing%- �t�'�1 � Ilt�llll (tttlilll IIII�IItI Illtllllllllll�Nlt llltlllll Itullln�lttlltnt Ilt!littl !Hllttli Il11lllltlillllllll !IIl�gil 1Ntllll�il!!IlIII! (illlllll 1101llill 1111lIIIIItft11ri11 II1�FM 31Nlilll Iiil�ttl) il►t�U� Itllltllt t111ftt11 HMIltlll (#iliith tllll>llll Ilit�'tti it{IlIIEI 1 I I I __=►�+ttretotes Teti Co••)n�r..��oeJ D&J I'lir 1- To P it" ►+ Pete - --- - .. %"r ol-4•Te 1,9'1& 9o'et t lul" 1h,6 18 19 ta �•�I_D , .1 W/o "is�wy r ' .1 z OF tT - v 14 V �/,\C u�T E Q �- A ')iS'�'� w DKY WI Pr aYSTf r'1 - l-1qN'� k1n.ZAf fl � I De��nLTY .ice 4.P.►1,I•„5,.1'7. a 1"i5a --9.FT, I._ MAX. CoVeotA� C flit l..D rs ,Vr. Of �•I r 1 , C.) Fit V 2 �3 1111 � C� C kk _ _ 71-0" 12'co W -- N _..,- — t 1 r t� a Ter ..• /LA..,' aTfG� So•-T 14 a ps HA ji, � � t t � z s n'1^ •-.► h1> �- - ICU 251 I � 1ts ` 'L I q d I r• ' •� ~ \� Oi1 1 LAIC (u�iltstinf `A O � 1 • TVP. I \ � \ \ \ I � � � 1 C,A --tv + s--t•- _ Z'�P �l.-� _ _ ', � "� � � I \ a'V .L -- • .�- .,. .._...7�1._..- _ Apr c LAMP V' _ _ _ 7 2'k .A i,� Ic G. 1 n O� �I� rj_9 9 II-"3�'� Z-�/ - /`/ r� $-7 IZ_io Z- - i , _ \1 ,^�.. ,'I-r%y -2%y I ISS 7 d x 17-,V� --_. --- 1-•- " o.?� '_- _ ---._+- - 1If 0.1. _ I N i � -_ + A. 'g.�',(,,� 6 o.V "tl P I Pt 0041.V( D.,I v �ti• _ �_. ..__.._....—. _..__- —_ J y c7A 4 �• ` N - v 1 3*A `l1A J �I _ 1 Oct. 7. . ( A 1'I'IN (2� �4f Mo•'a I.•A6 GrT } Z- W^*is pits i ' NlrIIING EL. �-�1 uA.+EE•�y ►.�rT. � ,•- AnLn�cT�•, ti'111'.A,ILIC_ IMPORTAN r SPRINKLERS PROFESSIONAL '7273 South Steiner Road In IUt.al!IIeS SUbICCt to Ileellnq fUnalllOnS II IA III(!�1WnPr S �PS;h!ntir• blllty to plovloe he.;al throe Hour wr e s r'nk SMB TYPE ORIF TEMP FINISH CANOPY OT Y FIRE SMEMS 6MS Be8''erereek, Oregon 97004 9 D P ( t• SYS areas aria _ enc Ios,irPS for (lir I, pipe deluge ana Of her types of valves con Ironing • "44S Ili I( S C.�IQOMf �ilenr,r I C> f�1one 632-4353 WaWr SLIppIIeS to sprinkler Systems 011"I?141AT 'i2 Imo' Lr�tt 1 --- � G, CONTRACT �4RNAM ELFMEN-rAty S�t1or� SYSTEM DESIGN DATA — NAMF S �C_T1c�ri SA, HAS-RE, -----_ J , , ®pyo Ir Ikl ure�,f�� i�' �_..i2. t=;1ow•,5 q ' RNA.r1 � " u l_LASS I-ATI )N S�','E1,+ANEA 2 Ti r. , C�CpE`Gonl 47?2� ,-ArA.lf 7R'rI�O HYDRAULIC — 1 -' r. -� -- 'T DESI(;N DATA GPMiSO FT s,) FT ,HO (0) PrjoDA,N)T Il z_ ItsS C1Rl�. .� -- � DESCF119• ION: , -` .-.- APE (IF APPIL ICA rIQN hosF // Nf Eh D' FIRE SP21NK'_�� r'•'`Y STFM SO G1 ALLOWANCES GPM 'lGRT S.W, 11' Jc�S� Ja��S TOTnI SYSTEMS REQUIREMENTS GPk+A' Pg+ AT CONTRA,, WiTH; APPROVED BY: WATER SUPPLY INFORMATION STATIC PRESSURE PSI RESIDUAL PRESSURE n;:v�,rN (-,PkA Fl OW DATE Ss`,ALE 8048 SW Shaffer SIT 95 0036 t ST c 1 DRAWN BY CONTRACT NO. DNAWINC3 NUMBER SUP 9. 7526 SIT95-0045 t� TAKEN AT fiY nnTE TOTAL THIS SHEET /� I �.-- �G,- y �/e, I-ri' Z. 7 �e y 9533 6oF G SUP 9'.i�05Uf 51 of 52 �� IF THIS NOTICE APPEARS CLEARER THAN THE OLS 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED f l.ittl1�itIll, lil Ill al !t tltl1lt1titlt t`ltltlt�tltl�i► titltit�tltlt t t�tlrC,�titlt ill IIIill tl� IItl'I��iltl� �11Itlt�tlti� tMtltit tit;t� t�fl`tl����ll�r� 11�)I�r ii1 f IiiIIIII II►111111111111111 !!!!{!!!(tlllllllll lIII{1111 Ilnllill if 1111!!ill 11!1110 1111111111 TillI1111111ii{IIIIJlII{1111 (iHl;11i�+ 11IlI;i.liilS1111 Iltl{illi Ii�lllNlilll11411r 1'!tl{ilil 1!1{Nlr 1111{illi ttlllri Urirrtl Irl{rel tir{Irlr 111{!HI ll'I{11111111{Lill llfi{Illl,lc f I i I