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16230 SW PACIFIC HIGHWAY-2 f X A�+ A l LJ I LI)irIGAIZ [) 7rl) VV JE SOIJARE I El 114JUN12 .)IJ(17 F Cl'I`V Ut' 110AR1:11 BUT-DING DIVIS10 0. — 2 0 LLj �' d W Q X01 �... LU W C a) _o C, 162n SW PACIFIC OREGON HIGHWAY, TIGARD , �.. 30 E3 pL LAJ a L^ t ( pCL lot CV Lo u re M 0 (//"� •G Ce11111111110 ROBINSON Map � 21 r 1l1 `� +1 AL NACiE I!S1 NAGE.11 NAGE be IS1 . 0% !StG L t!slC> C:I r •.; •r � + �� . � •• 1' � � . *� • r• tit � �, �„ 61'1 C N CD l.t ' 1' M �• illeusFee► Isrs, �, yt1 ! I.r .t t .M „Y;. + a -�' � a'7 Wy�,,; '.' •� •� 6 a .�M� .. t � 'ti 7� C ' i•` t•t.'�: S.. �• I':.: �.' !«fa f 1 iK�.I,�S y �.��'i{Rl�?6Rt. x.l r �;.., Y�, ,ill:. ,.,, r 1.�. �h +rf: }. .,�., '� 1„1.• :':L,.,r 1!Yi'•'., 1Y�1 �.r•. ,�• •r.lt• .�t •�' �. J. f� i! t ,' :'.�` t yr •,. r.- '7� Tr 1 c. . M1• r• .f1dL. 1 rl"y ••Jr; lr ,J .A., �r 4 • L I ' a"ryw N t., IN DL DIM-ATTAC71r4 ' IFICATION BOOK TRUCIURAL CALC5 orGARD �Gusc° "uocuREn AmmWo P DEFERRED JERRY R BAYSINCER OFFICE COPY ? ' OF 0 ' ru 7007 111laysinger Partners Architecture PC rhlr document,and the Ideas and designs Incorporated herein Is an Instrument of somics, ure PC. PROJECT* DIRECTOPY DRAWING INDEX PROJECT DATA ,sta4ftory,anrotherrsserve rights, fkryslWr Portnert Archilisctum PC retains all low,storuoWry,and other reserved rights, Including copyright thereto This docunter,t sholl not be used ir.whole or in part/or any ot!'er proJect without the written outhorlmtlon of Baydriper Partners Architecture PC. OWNER, CONTRACTOR _ LANDSCAPE ARCHITECT_ ARCHITECTURAL ARCHITECTURAL MECHANICAL _ BUILDING ADDRESS- - ,. HARSCH INVESTMENT PROPERTIES, LLC SD DEACON COPP. OF OREGON BEIGHLEY & ASSOCIATES INC. A-000 COVER SHEE( D-101 DEMOLITION SITE PLAN DEFERRED SUBMITTAL. PROVIDED BY OTHERS 16200 SW PACIFIC HIGHWAY ISSUED/ R ISED DTE A-001 CODE SUMMARY, ARCHITECTURAL SYMBOLS A-101 DEVELOPMENT SITE PLAN TIGARD, OREGON 851 SW 6TH AVE 901 NE GLISAN STREET 12840 NW CORNELL RD & EGRESS A-111 FLOOR PLAN & SIDEWALK SCORING 7 2rj /16 PORTLAND, OR 97204 PORTLAND, OR 97232 PORTLAND, OR. 97229 PATTERN WCTM 2S115BA, TAX LOTS 2500 & 2600 PHONE: (503) 242-2900 PHONE: (503) 297-8791 PHONE: A-131 BUILRCOPLAN & DETAILS � tt t {503) 643-4796 A-201 BUILDING ELEVATIONS PLUMBING �. � Y 1�1 I,I FAX: (503) 226-8523 FAX: (503) 297-8997 FAX: (503) 643-4798 CIVIL A-301 BUILDING & WALL SECTIONS DEFERRED SUBMITTAL. PROVIDED BY OTHERS PROJECT SCOP E. _�Y___ C3.0 EROSION CONTROL PLAN A-302 WALL SECTIONS CONSTRUCTION OF AN 8,400 SQ FT 'AD BUILDING, E-MAIL: colleen@tiorsch.com E-MAIL. jan.cenedellaOdeacon.com E-MAIL: anne0bai-io.org C3.1 EROSION CONTROL PLAN A-401 EAST ENTRY: ENLARGED PLANS, PARKING, BUS STOP PAD AND WAL.FaAYS. CONTACT: COLLEEN DUNCtAN CONTACT: JAN CENEDELLAC5.0 SITE PLAN ELEVATIONS & DETAILS CONTACT: HAL BEIGHLEY OR ANNE MILLER C5.1 SITE PLAN A-402 WEST PARAPET: ENLARGED PLANS, THE SCOPE OF WORK INCLUDES WOOD FRAME C8.0 DETAIL SHEET ELEVATIONS & DETAILS ELECTRICAL _ _ CONSTRUCTION, ALUMINUM STOREFRONT & GLAZiNG ARCHITECT CIVIL ENGINEER _ T C8.1 DETAIL SHEET A-403 DETAILS SHEET 1: WALL, FOUNDATION & _ SYSTEMS, & CONCRETE PAVING, ETC. _ STRUCTURAL ENGINEER C8.2 DETAIL SHEET CANOPY DETAILS DEFERRED SUBMITTAL. PROVIDED BY OTHERS BAYSINGER PARTNERS ARCHITECTURE PC KPFF CONSULTING ENGINEERS T.M. RIPPEY CONSULTING ENGINEERS C8.3 DETAIL SHEET A-601 STOREFRONT ELEVATIONS, SCHEDULES & SITE WORK INCLUDES CONSTRUCFION OF PARKING STALLS DETAILS ALONG THE EAST FACADE OF THE BUIDLING, ALONG THE ORIGINAL ISSUE DATE 04.09.07 1006 SE GRAND AVENUE, SUITE 300 111 SW FIFTH AVENUE, SUITE 25CO 7650 SW BEVELAND STREET, SUITE 100 A-801 TRASH ENCLOSURE & SITE RAILING WESTERN LOT LINE AND SOUTH OF THE EXISTING BANK PORTLAND, OR 97214 PORTLAND, OR. 97204 PORTLAND, OR 97223 DETAILS _ PHONE: 503 546-1600 PHONE: 2 7-'� �, _ DEFERRED SUBMITTALS BUILDING. SITE WORK ALSO INCLUDES THE CONSTRUCTION DRAWN BY IIF tHECKED BY PR ( ) Hp E. (503) 2 251 PHONE: (50,, 443 3900 LANDSCAPE _ STRUCTURAL OF A CONCRETE PAD AT THE EXISTING BUS STOP ALONG _ _ _ HWY 99, A NEW WALKWAY FROM THE BUS STOP TO THE COVER SHEET FAX: (503) 546-1601 FAX: (503) 274-4601 FAX: (503) 443-'3700 L1 LANDSCAPE CONCEPT PLAN S1,1 GENERAL NOTES MAIN SHOPPING CENTER AND RECONSTRUCTION OF THE E-MAIL: enniferr�bo �n er artners.com 4 ; L2 IRRIGATION PLAN S2,1 FOUNDAYiON PLAN DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE EXISTING SIDEWALK ALONG THE NORTHERN ENTRY DRIVE 1 ys 9 P E-MAI_ mott.johnson&pff.com E-MAIL: trippey0tmrippey.com L3 IRRIGATION PLAN S2.2 ROOF FRAMING PLAN SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN AISLE FROM HWY 99. CONTACT: JENNIFER L. RINKUS CONTACT: MATT JOHNSON CONTACT: TIM RIPPEY S3.1 CONCRETE: & FOUNDATION DETAILS RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND 54.1 ROOF FRAMING & CANOPY FRAMING DETAILS FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION S4.2 ROOF FRAMING & CANOPY FRAMING DETAILS INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS ARCHITECT OF RECORD_ _ _ HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE JERRY R. BAYSINGER, AIA DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN BAYSINGER PARTNERS ARCH. PC APPROVED BY THE BUILDING OFFICIAL. (SECTION 106.3.4.2) X-000 1006 SE GRAND AVENUE, SUITE 300 ELECTRICAL PLUMBING i PORTLAND, OR 97214 FIRE SPRINKLER SYSTEM ROOFING MEMEBRANE FIRE ALARM SYSTEM STEEL EXTERIOR RAILING PERMIT DOCUMENTS MECHANICAL 'IFA .,w.n.M ,•11. fv.H 14' 1 H. .01 _ • —. r•.r -�-.ti ..-I�. r.•• ._ .. 1 J • .••.. , Y a. -. -._... • •.. .. .. . `t .Y� . 1. .i ��T •, •. - -- - �•,,. ',•7e'r'lr+n^'r/l+ellr•-..._ ..'"*••�+"tt+'+Orfr"• -.. - .. .-. _ r• . � -•-• r r r r r T 1 r � r I r `�"r T -rT �h l r� --j#�_ r r � �i i�1° �1r � Thr ��r Jill ISI I�r TAT r1T T��r-fi- -rJr r1 it �1Wz � { 1 I > 2 I �� 11� �� , 1 � , r T l 1 '� 1 11 1 1 '1' JT[111P�11-11T]1111111� 4 � ' 7I 8 9 10 11 �12 t= No.36 "°'�'°'" 41U,,,01Me4 r1•eaY ar. fn01 atf M07 £ z z LZ z Sz z Ez z iz 8t Ill l 111111111 Illtlllll 1ll11111 lull lllllll lllllll 1 lllllll luliJl�ll lllllll 1 l1 11111 1111 I1111111. 111JIlll 1124X 11111116111J1J1111g 1 1lls11lli► � t 1Z JJlllltomll� � • • - r - a I y •. .rte 11i t:11 G „!1 4 :a a: 4 ARCHITECTURAL ABBREVIATIONS MATERIALS LEGEND � N TH ;`k 5'• VlCIHITY MA„ AB ANCHOR BOLT E EAST IBC INTERNATIONAL BUILDING PSF POUNDS PER SQUARE FOOT UL UNDER WRITERS LABORATORY SW CONCRETE ACOl1ST ACOUSTICAL EIFS EXTERIOR INSULATION CODE PSI POUNDS PER SQUARE INCH UTIL UTILITY ADJ ADJUSTABLE OR ADJACENT FINISH SYSTEM ID INSIDE DIAMETER PT PRESSURE TREATED UR URINAL j}rx AFF ABOVE FINISH FLk^OR EJ EXPANSION JOINT IF'OW INSIDE FACE OF WALL PTD PAPER TOWEL DISPENSER U/S UNDERSIDE EARTH/SOIL ALUM ALU�h;"IUM ELECT ELECTRICAL INSUL INSULATION PVC POLYVINYL CHLORIDE ANDD ANODIZE ELEV ELEVATION INT INTERIOR APPROX APPROXiMATF: EP EI LCTRICAL PANEL QT QUARRY TILE W WEST BOARD ARCH ARCHITECTURAL CU EQUAL W/ W' GYPSUM R H c JAN JANITOR WASH WASHER i BD BOARD E(�UIP EQUINA; NT R RADIUS WD WOOD r EXIST EXISTING LAM LAMINATE(D) RB RUBBER BASE ' INSULATION: RIGID BUILDING E"T EXTERIOR WH WATER HEATER =� BLDG BBUILDINIG LAV LAVATORY RD ROOF DRAIN OUR AM RD BLDG LB POUND REF REFRIGERATOR W/O WITHOUT WP WATERPROOF < _ - INSULATION: BATT B/ BOTTUM OF FA FIRE ALARM LNG LINING REINF REINFORCE(D)(ING) -'� ' BOT BOTTOM FRCP FIRE ALARM CONTROL READ REWIRED 4� �V BRG BEARINr; PANELREVISION(S)REVISED VCT VINYL COMPOSITION TILE � P' FD FLOOR DRAIN MANUF MANUFACTURER REV VB VERTICAL BLINDS 3 Q� C' iW Cl"* i �'3�,' yam:•^ MORTAR NET MAX MAXIMUM RM ROOM MECH MECHANIC(AL) RD ROUGH OPENING 0 � CB CATCH BASIN/CHALK BOARD FDN FOUNDATION n VERT VERTICAL ao � '4� �� o CH COAT HOOK FEC FIRE EXTINGUISHER VEST VESTIBULE y �■r� -��1 CABINET MH MANHOLE VIF VERIFY IN FIELD �� `� PLYWOOD CG CORNER GUARD M!N M:NIMUM S SOUTH r%`":• FF FFE FINISHED FLOOR VT VINYL TILE -- CJ CONSTRUCTION JOINT � CLG CEILING H (IR ) MISC MISCELLANEOUS SC SOLID CORE (E LE vATION MO MASONRY OPENIN3 SG SAFETY GLASS � f■i� POROUS FILL/GRAVEL/BAL�r;ST CLU CLEAR F FIRE IYDRANI' MR MAGAZINE RACK SHR SHOWER CMU CONCRETE MASONRY UNIT FIN FINISH(ED) MTL METAL SHLVG SHELVING CO CLEAN OUT FLR FLOOR SHT SHEET FOC FAC L OF CONCRETE ROOFING: STANDINGS COL COLUMN SK SINK CONIC CONCRL E FOCC I-ACE C' CONCRETE N NORTH CONN CONNECTION CURB NIC NOT IN CONTRACT SPECS SPECIFICATIONS SW FIS , R v9 SS STAINLESS STEEL STUCCO/CEMENT BOARD SYSTEM CONSTR CONSTRUCTION FOF FACE OF FINISH NO NUMBER S iD STANDARD , CONT CONI NUOUS OR CONTINUE FOM FACE OF MASONRY NTS NOT TO SCALE STL STEEL c W R CRA COLD ROLLED ANGLE FOS FACE OF STUD CRC COLD ROLLED CHANNEL FOW FACE OF WALL STOR STORAGE I'-- F WOOD: BLOCKING O/ OVER STRUCT STRUCTURAL f� � CPT CARPET FT FOCT(FEET), FIRE O/C ON CENTER SQ SQUARE Q CT CERAMIC TILE TREATEF, OD OUTSIDE DIAMETER SAT SUSPENDED ACOUSTIC ---� 4A -K-, WOOD: CONTINUOUS CW CASEWORK FTG FOOTINC OFCI OWNER FURNISHED CEILING TILE CW 11 CONTRACTCR cINSTALLED LAJ DBL DOUBLE GA GAGE,GAUGE OR OF01 OWNER FURNISHED OWNER T TREAD C'D '- DEMO DEMOLITION, DEMOLISH GYPSUM ASSOCIATION INSTALLED TB TACKBOARD DEPT DEPARTMENT GALV GALVANIZED OZ OUNCE TBL TABLE GENERAL PROJECT DATA a - JAA - OF DRINKING FOUNTAIN GLULAM GLUE LAMINATED TEL TELEPHONE � r T&G TONGUE AND GROOVE DIA DIAMETER GWB GYPSUM WALL BOARD PL PLATE DIM DIMENSION PBj PARTICLE BOARD CONSTRUCTION TYPE: VB ON DOVAM HAND, H/C HANDICAPPED PLAM PLASTIC LAMINATE T/ TOP OF TPD TOILET PAPER DISPENSER AREA: 8,400 SF m m OR DOOR HB HOSE BIBB PLMG PLUMBING TOS TOP OF STEEL HEIGHT: 1 STORY DS DOWNSPOUT HORIZ HORIZONTAL PLYWD PLYWOOD OCCUPANCY: MERCANTILE DTLS DETAILS HVAC HEATING, VENTILATING PNL PANEL 7SP0 TOILET SEAT PAPER ZONING CLASSIFICATION: C-G W a- DWG DRAWING (S) & AIR CONDITIONING PP POWER POLE DISPENSER frit HW HOT WATER HEATER PR PAIR TS TUBULAR STEEL TV TELEVISION TYP TYPICAL CODE REFERENCES ® � ARCHITECTURAL S YM B 0 LS LEGEND � ' IBC - 2003 WITH THE STATE OF OREGON 2004 & 2005 STRUCTURAL � � CODE REQS CONTINUED SPECIALTY CODE & COMPLY W/CHAPTER 11, ACCESSIBILITY SECTIONS V T 1103 - 1106 PER ERRATA - ISSUED 04/11/05 AMERICANS WITH REQUIRED VENTILATION: DISABILITIES ACT ( ADA ) 1990 0 N DETAIL NUMBER ENTRY AREA (SF N PLAN VIEW) 300 = VENTILATION REQUIRED • CITY OF TIGARD COMMUNITY DEVELOPMENT CODE MOST RECENT DETAIL 000.00' EAST ENTRY AREA: 532 SF = 1.77 SF REQ'D VENTILATION EDITIONS of SHEET NUMBER � --$ ELEVATION MARK � p A ,pcQ PROVIDED: CHAPTER 11 ACCESSIBILITY REQUIREMENTS 'Q, Q DRAWING NUMBER-- cr SPOT ELEVATION EAST ENTRYCM D e INTERIOR ELEVATION RIDGE VENT: 6.5 SF SECTION 1103: ACCCSSIBLE EXTERIOR ROUTES - REF SD2.11 & SD SHEET NUMBER SOFFIT VENT: 5.16 SF 2,12 V' d 00, DOOR NUMBER TOTAL PROVIDED: 11.66 SF SECTION 1104 & 1105: ACCESSIBLE PARKING & PASSENGER DROP OFF & LOADING ZONES - REF SD2.11 & SO 2.12 SECTION NUMBER SECTION 1107: ACCESSIBLE MEANS OF EGRESS - REF A110-115 ROOM�N�AME NEW ROOM NUMBER SECTION 1108: ACCESSIBLE BUILDING FACILITIES - REF A-506 L,--. WALL SECTION SHEET NUMBER �11 KEY NOTE RAINWATER CALCULATION S SECTION 4"0 LEADER USED FOR MAIN ROOF I.00ATIONS W/ ASSUMED CODE REQUIREMENTS PARTITION TYPE o`NUMBER�,� 1.3"/HOUR RAINFALL O Y4"/FT ROOF SLOPE = 16,306 SF MAX xx AeavE WALL TYPE �- -- FULL BUILDING SECTION DRAINAGE. FIRE RATING FRAME SIZE Male LARGEST AREA FIRE SPRINI(LERS: NOT REQUIRED PARTITION H�IGHT TOTAL ROOF NUMBER OF MAX DRAINABLE DRAINED BY SEPARATION: O HOUR OWINDOW NUMBER AREA LEADERS AREA/LEADER SINGLE LEADER 8,638 SF 2 8,153 SF 5,052 SF MAX OCCUPANT LOAD PER TENANT: 8,400 SQ FT 1 30 = 280 OCC. MAX TYPES) D NUMBER OF EXITS REQUIRED: WALL I YI E S TWO EXITS PER TENANT I /'� REQUIRED EXIT WIDTH: is - 280 OCC. x .2 = 56" EXIT WIDTH REQ'J }�" PLYWD FOR ELEC +I I EXIT ARRANGEMEN 1•; ## I " I •••• BRICK I BRICK X I " EQUIPMENT I Yz THE DIAGONAL DISTANCE: 151'-8.5" = 2 = 75'-11" MIN DISTANCE My It, BAYsarcEa GWB I"-�b GWB �"-'�6 GWB 111 (`-3fi GWB INSTALLATION I MIN DISTANCE SUPPLIED: 93'-l" (NIC) (NIC) (NIC) (NIC) - SEE ELEC ►` „ I " AIR SPACE I AIR SPACE I " FOR I " 6MMUM TRAVEL PATH IN FEET TO NEAREST EXiT DISCHARGE 6 STUD 8 STl1D 6 STUD 8 STUD LOCATION F`_ GWB IN 250' IN 'M,' OCCUPANCIES W/0 SPRINKLER SYSTEM G SENERGY CEMENT I W/R-19 SENERGY CEMENT I W/R-19 h- EXT-- I W/R-19 w I W/R-19 I TENANT SPACE BOARD 1000 INSULATION BOARD 1000 INSULATION INSULATION EX INSULATION (NIC) GRADE I GRADE I I REQ'D DOOR SWING: SYSTEM I W/CONT SYSTEM I W/CONT PLYWD I W/CONT PLYWD I W/CONT I >50 TENANTS a DOORS SWING IN DIRECTION OF EGRESS TRAVEL Q� MOISTURE U� MOISTURE MOISTURE MOISTURE BARRIER ON " I BARRIER ON ; : I BARRIER ON I BARRIER ON GWB I I " X: EXT GRADE I INT SURFACE xl EXT GRADE I INT SURFACE I INT SURFACE I INT SURFACE ELEC & 6 STUD �;� 10g WALLS FIRE RESISTgNCE: TABLE 602 m a>�r�,wwNr r.a,.».,Aacl.HwaYro n '� 9 10' & <30' = OHR Incerpo.ot«i 0 w.�n Is an,Inaftum nd M PLYWD I OF STUD PLYW OF STUD I OF STUD I OF STUD FIRE RISER I INSULA ofWdo '� M /I /I ROOMS INSULATION omposm Areftowe all MAX AREA OF EXTERIOR WALL OPENINGS: TABLE 704.8 b n."�.wai..�...:.�.rrw MetWIas me -51 M1o.n. no down"W r r w " u w w r " " r ddl LIN N ww M wdrb au M P"1W ow 3/4 5 1/2_ 5/8 3/4 7 1/4 5/8 3 1/2 5 1/Z 3 1/Z 7 1/4 6 3/4 DISTANCE UNPROTECTED _PROTECTED .M..,�.M. eyAm MW "Um"" 1/2" 10'-15UNLIMITED 45% �''""'�" 2„ 1/2" 2A, 1/2" TYPE C .5'-20' UNLIMITED 75X TYPE pA TYPE AA 11 5/8" 5/8" 1'--1 1/4" 5/8" AREA MODIFICATIONS - FRQNTAGE INCREASES ISSUED REVISED DATE �- If = % Area increase Frontage TYPE B TYPE B8 F = Building perimeter on greater than 20' public way P = Perimeter- of entire building in feet GWB " GWB _jW =Width of public way or open space (Cannot Be Greater Than 1) (NIC) I (NIC) parking Requirements Bicycle Requirements EQUATION 5-2: BRICK- - SENERGY CEMENT � l�" PLYWD � � PLYWD Max It = 100 (F P 0.25) x 0' BOARD 1000 I AIR SPACE I Park per Mixed use Parking Max Parking Parking Ratio per Total SYSTEM 3X6" STUD '-'•'' 3X6" STUD If 100 400' - D,�W x �Q I W/R-19 / I W/R-19 Sq. Ft 1000 sf modifPe� Req per 1000 sf Allowed 1000 sf Required ( 400' 30' EXT GRADE 1 INSULATION PLYWD ;,;;, � INSULATION Existing Retail 150342 3.7 556.27 1.00 5.36.27 5138 5.1 766.7 767 3¢" EXT GRADE I W/CONT I W/CONT Fast Food 10086 9.9 99.8�� 0.90 x,9.87 90 12.4 125.1 126 If = 100 (1- 0.25) x 1 PLYWD I MOISTURE I MOISTURE Personal Services 6110 2..5 15.28 0.80 2.22 13 3.0 18 3 19 ORIGINMISSUEDATE 04'09'07 BARRIER ON I BARRIER ON If = 75% DRAWN 8Y (r tME�wED BY P� INT SURFACE I INT SURFACE Personal Services w driv 7656 4.3 32.92 0.80 26 34 27 5.4 41.3 42 I OF STUD I OF STUD Restaurant 6710 15.3 102.66 0.80 82.13 83 19.1 128.2 129 ARL6-MQfFICATIONS - GENERAL INCREASE ,Aa = Ailowoble Area/ Floor If = % Frontage increase ��[ SUMMARY, �- Retail - Animal Re,uted 2980 3.3 9.83 0.80 7.87 ,i 4.0 11.9 12 At = Table Area If = 9: sprinkler increase L / 3/4" 5 1/2" L 1/2" 3 1/2" 5 1/2" 183,884 809 1095 _ EQUATION 5-1: ARCHITECTURAL 1/2" j2,. 1/2" Proposed Retail 8400 3.7 31.08 1.00 31.08 32 5.1 42.8 43 0.3 2.52 3.0 Aa =At + CALX If) + (ALX-12) SYMBOLS & EGRESS �.e .A�, .�.� 100 100 TYPED 11 5/8" 5/8" Total 1l3,2A4 841 1138 3.0 Aa =9,000 + C2M _5f �( 7520 + (9,Qa0 sf x 0 100 100 TYPE E Provided 867 L167 3.0 - Aa = 9,000 sf + 6,750 sf + 0 sf A-001 Disabled- Accessible 17 p� =1,`x,750 sf = MAXIMUM ALLOWED AREA � Q Provided 33 AREA 9t_T. RI�lI��Il4N ACTUAL BUILDING AREA (8,440 SF) < ALLOWABLE AREA (15,750 SF) PERMIT DOCUMENTS BUILDING AREA = OK will ��r�' � .�{'�I. t.'+".•�. �`"'i�" d1V11p" Cly �:� MF R6 I ,r r 2CIte�•+.'*i .�S#,Y•A .Te ....r•.a.. n .:,...r ..-..,.p,..w- r• .,, .. y �,.,, a�. ,.,_,,. ' L t .. __ "`-ate•• -h:Y"M. .. `.'.kSf '# .1A'e.-7...,. .: ..+,•b1= ... .: Y_, l:'. .. • .� ...1s.. .. :",:`x7£'� ....... ,."eN',!'r,�.1.R!.*JMII,�P,'IRiA.rrr'�^ ..�'1�k�".. E, 1 I I i' 111 1�jl TP�r�T a yy y- ' SI'7rh h :. 7` :.�'f��Y�i� Y„ `F t �'�'�, `�l1C�l fp��•�,{y5 �,.. �;� , ,.a 1' 4 , , ++k .arr...,r.,......m..rasa...:.-n..r•-,.-�.......�....-. -_ >,.,......... ..-ws tRcer..ultrr,r'•++aawe'*lun:w.•':�u..�+a.�dd1.. tir...e- w.+k.�ev.,�iln..t wMll.r..a.:" ...e+...-^ MbM .,.�L.e^+• n , ., . .:... r'I..► �'1t •�'��aYA:a•twr r.r.rr..:.,s,,.-,..ar.^s.+,.--s...,,....�...w... _ -._...__..,.W�.,,�,- .0 x.-:se.',mem-r•r+?!'r.�fl''IwwnY..w�"r+w+'.'.K...,,. r.. '�• - � .' - - .,.... _. _ .may-.-.,1c a.�.v;.i,,..,.e.. ..,....-�.,..a.... •.w.wusy+u.'tt+ .s'•..:s.aw-o..,w+.v+.�wrar.slrr_-aue+..�r..:...-,ut.ws.....a.:v.ry - ^n�1r o: ,,-.....- ,.. Mar ,ahs.s:.r�+n+d¢'14Yt1�lr+••r.r.►.r.n.KY-...:u•• - wMaNAiv+iiRiM1'' - _ _ .ar..n.-y+r :. -.�p•na�r.+sWwtxr`'r�y;�am,r t,ra+a,u..la+b -__ i r 1i i"' f Y1 •d `i 1 r# iF 1. i7.. TT•V` EROSION CONTROL PLAN NOTES r efl APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT � CONSTITUTE AN APPROV' OF PERMANENT ROAD OR ORAIWAGE DESIGN.. E.G., SIZE - D LOCATION OF ROAL,. RESTRICTORS CHANNELS, �ITION FACILITIES, - AN ELS, RET / �� -, _ UTILITIES, ETC.). Z. THE IMPLEMIENTATION Or THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FAOU71ES IS THE / 177 ` ' RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANENT VEGETATION f LANDSCAPING IS ESTABLISHED. `D 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE �- • o (NEARLY FLAGGED IN 1HE FIELD PRIOR TO CONSTRUCTION, DURING THE C`V CONSTRUCTION PERIOD, NO DISTURBANCE FSFYOND THE FLAGGED CLEARING LIMITS W v / / � d` SMALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR X75 FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHONM ON THIS PLAN MUST BE CONSTRUCTED IN ' / ` _.� - �►,, CONJUNCTION WITH All CL,EAi�iNG AND GRADING ACT11ATlEa, AND IN SIyCN A / �` MANNER AS TO ENSURE T}!AT SEDIMENT AND SWN EDIT LADEN WATER DO NOT -, w_- ® 1% � 176 ENTER THE DRAINAGE SYSTEM. ROADWAYS. iXt W,OI ATE APPUCABIi WATER �� V J _ STANDARDS. 181 I .._ �� tom, '�''� - � 5. THE ESC FACILITIES SHOWN ON THIS f"'LAN ARE THE MINIMUM REQUIREMENTS FOR 0� i �\ ° ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. CD r FACILITIES SHALL. BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND X''� / ,i� 4 TO ENSURE THAT SEDIMENT li�D SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. W / �, • / 6. THE ESC FACILITIES SHALL Sr. INSPECTED DAILY BY THE CONTRACTOR AND / MAINTAINED AS NECESSARY ?�0 ENSURE THEIR G'ONTINUED FtJNCTIONlNG. LAj / % 1 7. THE ESC FACILITIES ON INAI'T3VE SITES '�FIALL 8i: rNSPECYEi? AND MAINTAINED hi' MINIMUM OF ONCE' EVER>" TWO WEEKS ON WITHIN THE 24 HOURS FOLLOWING A � � W �1 STORM EVENT. V LLJAT NO TIME SHALL M(YAE THAN 50% OF THE SEDIMENT RETENTION CAPACITY BE Lm ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BA'31NS —�J ` �f •• �r / / AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING I �" OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATEI't INTO THE DOWINSTRAM F c SYSTEM. G G. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTA1IED AT THE BEMNNING OF � �► _ !� I ( mB S CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROXCT. ADD11IONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT W c� too \ CLEAN FOR THE DURATION OF THE PROJECT. �" ,. r �7R I I ,j i MD \ 1 17'! SEDIMENT FENCE NOTES � FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROU_ � -- ISG \• � �� i � i. THE 4,C \ ti.�I • I ° CUT TO TFE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. �! p / \ \ /� + WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPUCED 1 TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM B–INi'.h� r \ i OVERLAP. AND BOTH ENDS SECURELY FASTENED TC? THE POST,. 0Fc � � OVERLAP 2"x2." POSTS AND ATTACH AS SHOWN ON DETAIL SHEET. � a, 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW INE \ CONTOURS WI4ERE FEASIBLE. THE FENCE POSTS SHALL BE Si ACED A MAXIMUM OF B--FEET APART AND DRIVEN SECURELY INTO T?1E GROUND A MINIMUM OF 24–INCHES. �g •, __ C7 3. THE FILTER, FABRIC SHALL HAVE A MINIMUM VERTICAL BU►NAL OF 6–;NCHE!S. ALL. EXCAVATED MATERIAL FROM FILTER FABR'C FENCE \h'I f AVULT P e ; 1 i INSTALLAAON, SHALL BE BACKFILLED ANI? COMPACTED. ALONG THE W E�� ! I ENTIRE DISTURBED AREA. >n SW FM A w will flrneu ■urnrnrneuenruen�t n Ilrllel`rnrurn ueurllr Icor„ I,rurn c.�a�n / • a 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVI F O� 972N ti MANUFACTURED STITCHED LOOPS FOR 7."x2" POST INS tALLATION. +► QVIO ST)TCFIED LOOPS SHALL BE INSTALLED ON THE UP–F+'LL SIDE OF THE �T F�� SLOPED AREA. // � 1 ; � � , Gy4i FAX 01271-a1519! N r , 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE (�`� \ Q l� SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE ir3 r {� AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. • 8. FILTER FABRIC FENCES SHALT. BE INSPECTED BY CONTRACTOR RING 1 PRa►�Fs IMMEDIATELY AFTER EACH RAINFALL AND AT LE/1ST DAILY D , i N F �� i _• . �g \ i�>>'aUCR PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE �Y'�tlllt i I SAN.• IMMEDIATELY. n� s � \ I h_1 , NO f.� \ C:� VAI. r 1� J// 173 ` • J i EROSION CONTROL ROL NOTES INSTALL INLET' PROTECTION (TYPICAL) .11 26w AnWwam PC ."–. od dmdsm INSTALL. SEDIMENT FENCE (TYPICAL) 2 `w psumn"mftm PC mein an i v �;r �\ / 171 3� CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE � ��•K�••c•ry w��TWA dammom Im mW 174 / 4pnoem wiwt:m*Le - 01 O INSTALL BIOFILTER BAGS (TYPICAL) ,,•,Y„1„N,F,,WW"AldiftdWO M ISSUED/REVISED DAZE EROSION CONTROL LE END INLET PROTECTION O i r / / , % �;,� \, M0 SEDIMENT FENCE L) >. 1 u ��/ / o� % GRAVEL CONSTRUCTION F.� RANCE METER Ln { - �-- -- �A�;� ORIGINAL rsuE r�TE o�o9m i } c� /� -- •1,/11.11.11• NO BAG UNE NORTH DRI"8r7:SSE /Ys mv 0 > / / l�t>1�MLTPAR A �■�` — EROSION i �. - MATCHLINE '� . 1 Em ars r� -�■�`r� r ,tl� r r r! rI r �ll�r r� r■� rr r rl r r r r■ rr rr r� ® nr r �r ri Iw-rIr r �r r�r r �r ar �r CONTROL epi x / � � � 8 i .� � � w0 �� // �—,.._ �,� • \ \ \ o SCALE ° ! \ P� 20 0 10 20 40 f CO,, 1 INCH 2d FEET C300 T 3% V (O q�,l•n f�� r / �Ilrlleltrll� 11/11 rllellrllrllrll / � PERMR� �. ax SM PAWGE NR pl ^}re11gIM' � _ W 4 v ..- � .r....,fir..', • . 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J t. .x 0 /�� I✓"� /� ,��1 l69-. � i '`awl' \ \ \ \ \ _. .. a` AdPHALT iAp� \ \ � �"'� fMai, , Alk Lai NI 4OCID c%4 CA. 45 1Z ,,. 1 "t \ C LAJ t2 IJI clog LML +� �� '�, f�� `•� ICL. i�► � VAULT \ ` L.Li CL. .tip / Ten � � d � - 67/ � e 1 J _ W ,r o z 612. o. o , cy NOTE WVt TO SHEET C3.0 FOR NOES AND LEGEND --164 = _ _._ tin' • c4 a Low E�pi1N►a i M SW HMS Amm � Q `'� � \ \ \ itrllrp( Uepm 97AW WT 227-M51 163--- • .stRXT FAX 1 9► OR FAN(W 9. 1 �{ J' I \ �p PROF *INE �X RAC KK E I i t / \,\ CB mwv►noN DAYS IMI Ti r \ _ _ • !� DECID DECb DECID DECD DECID DECID DECID CaEC t' �`'''`•�••"'�•r W o� 17 �I DECID -� h' � ' i "' tir F H ��' .�a�.r.�.►h.�.n wrrrw.Pc. i ISSUED/REdISED DATE o / N► �,� ww �� ww �www� ww �s / w �ww�w� ww �-' �wwr� ww �www ��www �� ww �wss .iw� wwwww� ww �w�� Cow �rww �� ww �� ww �wr� Q x � �� OtIGtNAt ISSUE DATE IM 09.�' n co NORTH OU"6Y:RAE CHEM IN:W m EROSION I EQ CONTROL ,99> .� SCALE co zo 0 10 20 40 04X %o 1 INCH - 20 FEET C3,01 of 3 11u / PERMIT SET div rz a.x SIE PACKAGE � � ui ice••r... � .. ..,..._ -�C J A _ 16� _. •-•+r.r...r.t:a-x.�..a....++.�e+rhr�*.-Al�nMa►+M,u+.nrr••,r.. ..,rwenl,,,,�....�„e�+we,.:.-�w... *rr.,a..,w,.,,,n,,,_.,,,rj;i,r ;.I�WYYI��Y�we,. .�:...:wr-oA+rr•max.�z,:-tit...r.:.,rr....:.«�feoc- -,;:,..,c•:+t,:s.�..+grr.-.iar�r...-.,: ' b .;' ....,�.a .,..a. yr.....:....-._'>”. 'FacF'^.rL'sY. nep•fAAMf'71M. .., .6`.p$+I�F�-._.neAldl'71►riCR�,+:Y(F4pe}tit.-•ys.::=M.V.rr..:3r.,rs.r..wr_.�+-,r.._, •;;m:^.Y.++. ':!N+�p"'l�MI'AyM�cwi/t:;.bvl^.'�t�K*�.+at""r,+R�iAC..dMlrs+b6'+•+4, -,::vh.�u�ri.e,�. ...•_'�r'r�"'�.Mf•^ ,.•+�.!MI.�.QK .,. -+.awl�..Nr`.rw+a�.w•w°+•-rC.,_-.ssrMvrr+.uer•.:ar♦wsLlarr�....::as+arNe•.••...,•R,MIN•••-...:ex ... ._.... ""� - _rwnw.:.trrFa...L.:,•....ri��„:s: x`..mul�nc•..+lay^w�.�lA1r.�..w+.ruet:,,••.�Jrr..,+- .. 1� y y' .f .w p ' j1 :t w: r Ff'. • 1 ` s SITE CONSTRUCTION NOTES 01 SAWCUT EXISTING PAVEMENT IN STRAIGHT UNE AND DISPOSE OF ASPHALT OFF—SITE SAvICUT EXISTING CONCRETE AT NEAREST JOINT AND DISPOSE OF CONCRETE OFF--SITE 11 „�' w.}r `�� `'°'` �•• / {• 3� CONSTRUCT STANDARD CONCRETE CURB 5 i � •� 5 8 34.t�' � 5 �a' �. 4n CONSTRUCT `MOUNTABLE" CURB Co. - 0 °' .�' ° I CONSTRUCT ASPHALT PAVEMENT SECTION 1 � . ` 8 g N CL '� �0 g R16.00 I d CONSTRUCT STANDARD CONCRETE SIDEWALK 8 LTJ 91 �- ' 2 8.31' . y � 768'r j • .. 1 `� p 44— CONSTRUCT CONCRETE CROSSWALK 8 �►�� .. / © .i•00 Rb.00' 8 /J CONSTRUCT CONCRETE IMPACT SLAB - -R2.00 t 8 I 2 3 4 . 7 T — Q CONSTRUCT STANDARD ADA PARKING STALL x EXISTING 3 � 3 WALL N ;�8 \ 1� 3 11 ?'. ® CONSTRUCT RAMP WITH TACTILE WARNINGcim / < now—. : : l:.!I � � 11 SAWCt1T AND LATCH EXISTING CURB R5 MANY INSTALL C' STRIPING FOR COMPACT STALLS � .� •. • • ~ b R5.00' \, . 7Q .• :•'�• 1 ® INSTALL 3' STRIPING CONSTRUCT RETAINING WALL'-REFERENCE �S • �► 11.00 STRUICTURAL PLANS FOR CONSTRUCTION �� 1 I INFORMATION— REFERENCE GRADING PLAN FOR �, W WALL HEIGHT s •,• �,,,,� 1 SEE ARCHITECTURAL PLANS FOR BUILDING D R23q' , INFORMATION ••� r� / © "S• - I ® SEE ARCHITECTURAL PLANS FOR TRASH 'a / © I ENCLOSURE CONSTRUCTION INFORMATION m • '�, "'�. . 1© 17 SEE LANDSCAPE PLANS FOR LANDSCAPE � INFORMATION j Mu ® SEE ARCHITECTURAL PLANS FOR CONCRETE Oct I SCORING DETA.", S AT BUILDINGS. A�4 . • / I INSTALL PRE—CAST WHSTOPd wrim .' / „ • ;`.•. : (TYPICAL} ® EEL r%� •• ' : �; .R FtI.QQ' / ® Lu SEE ARCHITECTURAL PLANS FOR CONCTETE PAD EXISTING :"' ' CONSTRUCTION INFORMATION Z WALL �..� + ` T• I I 21 CONSTRUCT BERM FOR LENGTH OF' PARKING LOT C� 0l '`'` // •, , .: 4 �`"" -- — I CONSTRUCT KEYSTONE (TYPE) SEGMENTAL BLOCK � � s•/ I ® RETAINING WALL UP TO 4" &"-L..OW FLANGE HEIGHT. RE—GRADE AND BLEND AREA TO •� .. ' . . MAINTAIN COVER ON FIRE UNE. ' � • • . • .! • •.• ;S r (BY OTHERS) � ..•- � y I• © + ® MATCH EXISTING SIDEWALK •— °`' © _ : :0� CONSTRUCT CURB WEEPHOLE — REFERENCE 1 UTILITY PLAN SHEET C7.0 FOR PIPE CONNECTION u;a RE—INSTALL PROPERTY MONUMENTS REMOVED r 'DURING DEMOL 113N. MONUMENTS MUST �y •F i -OCATED AND INSTALLED BY A UCENSED ' .. N. / ASPHALT PAitKIr10 3 SURVEYOR �.//��.. M SW, FM Amu .• aUk e�IIOU SITE LEGEND �"�" 9� 57RXT FAX(M MAX 44 ASPHALT PAVEMENT c7ra fAx 2�-4ssr ti TYPIC OF EbSTIPC r CONCRETE PAVEMENT WALL f — -- SAWCUT UNE RA!�S 15761 f i 1 _ W J.o ib t /w +M>ws Jr.M.w.•K eller/on 0 I�rn MalrrM +y arN rax / , C• 6", j•.; o wKey ww�rrrr�ar�N....... 1fw tiaw..M 17/1 =/ my____ I—laws[ fthood a PC I ■ r � N / ISSUED i M:tW DATE j o ! 3 ` s f a ! o -- - • "' HASH ORIGINAL ISSUE DATE OWN f 7n �'- .� ASPHALT PAR10?10 NORTH mwN a:IDS QIE=of av 1 F , v 711 rn m U) E� 11 , - SITE r E-4� .� .. .. .. ►,I. .. .tii� �.j �. .. .� .. .. .. .. .. �. .. .. .. .. a� �■II .. .. .. .. M�►TC�-ILINFPLAN G 3 _ C Ile) o — e ��-- �+ SCALE 20 0 10 20 00 I '�' 1 INCH � 20 FEETC590 w ..� 11 g ,r .41 o x PERMIT SET SITE PACKAGE .—.......-...,....,,,_ .._M•.�r'"''+ �"��!�t� �t,.s, °t. _ r ,Ke1`Vt','� h! ar��'�4;'?N. S f �..sehW. ; _ 4n•., ,.rJiil y�. 4t'f ry • u r�Tj1 P 1 T -'i l rijT T�I »,:, r,, f y fit r ..i'. v..>.fur+bw,a..xw-r'+w...wl Rf.-.rv..w4Wuv.,r..,M4�.lW/Wy ��../ Y • •fyt r•• t 1'.1.� {' w-•14iY1.O..a� 71 'l.alYMrK'LYIYMA.uWM1 'WI/f�.M�l/.�.`.'4M�1!•.IMI� n'Y+P 1ftF" :'Q�, •,+....• / ••u•\ ' Nr.Y.'wM.R. '•'r.�-'•'rM:4�..�u,.w^r."72 J.."_^...5:, r...uV�.bY[^...R.tiRl.�lra.M.Yt:hi,°•sY�H.,.�X^ ..."M•f.. �. ..... �� • ..M LII•a.a..r.>�...e• .w m•^sn..,c,.,.yr, 'a:'^ ..Y�i41EiCVR.u.'. +� L 5 ,,a•. . <a'si.ca.a . •'v'vq,•+.�, ....-• .... ._ -erw vr+••-� -•risr•w•.w,.c.w a........-.za"•.rn►s t. -••.-•rte-•'.-.... '.+c.-. ._ ,:.:z'www+.riwwrw+�..w�,•.«.n+uw.s•...., '.:haa�+tzyr..tria�,"wm.'•..aa•Elll.nra fn»sxroar..... •...ar«a.Mrr.••r ...nt+cltr+M► ,'lit�--:"Ra.7esaa�y,a -san.er�....q: nhpllreuddM Ia:L[n.d ':r•a... .r.ar,-.a..us ..�4+wldY. C^!�itr+.�,e 3s.: •.-. �..+Ixs ,.s<W:...... S=rr--.d,'R r' +r-... 1.,, i �r r .r f+, SITE CONSTRUCTION NOTE .. ASPHALT FARIM [1 SAWCUT EXISTING PAVEMENT IN STRAIGHT LINE r AND DISPOSE OF ASPHALT OFF-SITE 11 �; c5• r _ ! — �s--_� ■ [2 SAWCUT EXISTING CONCRETE AT NEAREST JOINT % -�� `T H INE _ AND DISPOSE OF CONCRETE OFF-SITE 5 �! 3 11 8„• \ [3 CONSTRUCT STANDARD CONCRETE CURB $ e i �'� I CONSTRUCT OMOUNTABW CURB•-- jr� • COr`ISTRUCT ASPHALT PAVEMENT SECTIONlee r r %y 1•' S • © CONSTRUCT STANDARD CONCRETE SIDEWALK1-0 CONSTRUCT CONCRETE CROSS . . 3 - e 0 CONSTRUCT CONCRETE IMPACT SLI 3 �9 CONSTRUCT STANDARD ADA PARKING STALL ' IA CL Cts. %.j + ' CONSTRUCT RAMP WITH TACTILE WARNING- I / 11 SAWCUT AND MATCH EXISTING CURB C) � + / c INSTALL "G” STRIPING FOR COMPACT STALLS cam INSTALL 3' STRIPING oc Lu © CONSTRUCT RETAINING WALL-REFERENCEro. STRUCTURAL �^ r •. ON AGb. �-� NFORMATION P REFERENCE GRADINGS FOR nPLAN FOR W / / c WALL HEIGHT INFORMATION ARCHITECTURAL PLANS FOR BUILDING m Lot y" TRASH m m SEE ARCHITECTURAL PLANS FOR j ENCLOSURE CONSTRUCTION INFORMATION v IS FOR LANDSCP.PE � © SEE LANDSCAPE FLAN `■a■� LEMONE INFORMATION vAuLT SEE ARCHITECTURAL PLANS FOR CONCRETEOct 3 / / SCORING DETAILS AT BUILDINGS. -` INSTALL PRE-CAST WHEEL STOP SP1 ilii - - _ B \ SEE ARCHITECTURAL PLANS FOR CONCRETE PAD � CONSTRUCTION INFORMATION BIC .. / 40 e / 21 CONSTRUCT BERM FOR LENGTH OF PARKING LOT �� 1 _ / 0 \ CONSTRUCT KEYSTONE (TYPE) SEGMENTAL BLOCK � RETAINING WALL UP TO 4 813.OW FLANGE 41cc .. 3 UA HEi i�. RE-GRADE AND BLEND AREA TO Q MAINTAIN COVER ON FIRE UNE. (BY OTHERS) L - MATCH EXISTING SIDEWALK a®� / _ I CONSTRUCT CURB WEEPHOLE - REFERENCE / UTIUTY PLAN SHEET C7.0 FOR PIPE CONNECTION // RE-INSTALL PROPERTY MONUMENTS REMOVED J DURING DEMOLITION. MONUMENTS MUST . ••�•.•• TA-LED BY LICENSED / AND INS SURVEYOR Cor►strWFi►plriMrs m s .: 0.00, SITE LEGEND •�i�i:'•:� •�:�.� :R3;OE►'.• srX,Cr. FAX�sr� 227-79�D ASPHALT PAVEMENT S aK FM MV�� CONCRETE r:,:c MENT � .B 3� •: �,. ,�pPNOfE SAWCUT UNE i w / (TYPICAL) 11 a Eii%r.. I / 21 ��+ H �rl�'111► l.O��' QMim §AT6 12(31/ C,'� PC _ _ dw Mal a W — �w Mimes AgdOod .:K w�s DECI D D E C i D D E C f D I .� ''""�'` """"""' 1 D E C I D DEC D .,,., """ FA E- D E C I D DECD DECD II �.'" .,tom.w ......c o e I D -- ) 9I � r ISSUED/REVISED DO CIDO N X V v M ORIGINAL ISSIls DATE UPS O !'NORTH wym BY:tz Own rr:0 2 SITE o a P Uk N v+y,cn pm i E0 SCALE 20 0 �0 20 40 1 of�x �g iN o 1 INCH • 20 FEET PERMITSET SITE PA GE m . W N r.r• •y•.fit wx• Yf mre •w .. 11 d XI OWN .y, .e �a, rM ,.v. +a,f�!cct rw+ .,• f*^a+:x�,r .7^{ ..: - •'1P. .%:.,.. .., ; ..i'A ivSf ' LL'..;. .-'!1. ':'JCf'. • .Nyµ '"14�"1 .:R1�1+.'4eLs. r.M0.,'r';4 si�"('i'h''�v:tsk•MR7 Y'•.�;.9Mid1..'•.,. - I . .. ,. _. ., • ' 'o'7R• P4tI; Ms.*hr«,a ., dr"+•4y' ,t' 1] T r T trl7 � •teTr iTTjrT Tfy 1j r I1i M. 1 1 X12 I l I .rlIdt �'Llit{1t� ,iLlill WC i • *f All ' .w,u.. S.�• �Y• 7�lfi(Rn$Il41UFC'A^ +W i... - ...-r.. ...�M ..++ua...a...-..,.-.n-.-waM+^...-,,.,r,�y4.n^r..,--.r,•,.. •err• e»r...+wL"wra:.rwavaa w. wa�r�...wr_.�. ... - _... - ..., -..-....- _.. .-_...._ .... -. .vr ..r ... - ._ . s,rias..+i:rw..r..�MeT.#1•mneOPcr.•w•...• '-wcra yr..rr....K++aw_-•.vwo �Cnn•++�.r...w:...v.orrM.•.r..' :rr.,..,we.aw+.nwlnwMtirrl.rwn.•...wrwtirr�w..x.•+�7�•r-+'..::�r^.,.s.., ...4:_ s:.:.0 r.... 4 i. 5 rt' i ,h. ' p rrA. iA CATCH BASIN GRATE ' 3" LEVEL 2 ASPHALT PA)&IENT i° DENSE GRADED y (2 LIFTS) Y71 jo A CATCH BASIN ----- SUSPENSION CORDS/KODS CAL. • ••� • • •°0o O • q .•p • •: o 0 0 0 .•e • : eeo• ' • ,•O • •: .yY • o • • • '•O • O •O • ••0 0 l•• • ••0 o i y ••e•••• •••••° °0••0••0• •�0••0• °p••0••0• •�0•••p •p'•0 •e° �1' I •00 • ,; �.. F,Zll :O�•• 00 a • :•••O�p:••:00 O••• ••00 o+e•a0:••o:0••00 0: •0 .t6 ` r •. V�GRr1a/A •,••00 •• .�p••0• ••O••0: ° •'•0° �•O••00 •• .�p'•0. 0•e•••:0� `� •�,,� • 0 •e • +•0 ° •0 / • 0 0 ` i.;r' '.fit:,,, FILTER SACK � u •_' jf r i': �• b 4 BASE A :�F•••. K':'S• •w,••,' %t t., ,�tit:•f••��•, a•:.'S� � an oF COURSE � SACK ._ FRONT VIEW r7ASPHALT PAVEMENT SECTION PLAN VIEW ENDS OF BAGS �� V ovERLAP �" TVP. '— C8.o �^ . R 1" REBAR FOR W '•^ C BIOFlLTE .. BAG SLOPING BAG REMOVAL CATCH BASIN v • ,d i S FLOW GROUND ;,�... .�;' t2 P. VARIES-REFERENCE PLAN ,... , N►:., �'' :; 2"x2'x3/4' RUBBER BLOCKS eL 6 4' CONC. SIDEWALK /�./\��T7� �T�Ti�•! .' L W / TJT i �� . EXPANSION RESTRAINT \4pLV WHIM SHOW STORM ON PIAN 1/4' R PIPE 'j: �';: FILTER SACKkA M 1" R a ,r• . a oma. SECTION A-A 1a r• , c SEE PAVEMENT 4 BIOFILTER BAG SECTION . , .. •� . • � �ti.� �,,� • ,�a a �•�` `" 2!so T Ste_ . SDE VIEW � OF BASE c MATERIAL NOTE: RECESSED CURB INLET MUST BE BLOCKED WHEN USING FlILTER FABRIC INLET SACKS. SIZE OF FILTER FABRIC INLET SACK TO BE DETERMINED BY MANUFACTURER. LLjCOMPACTED � SUBGRADE `7 v C � FILTER FABRIC INLET PROTECTION Vi � r 1. CUM CONCRETE SHALL BE 4000 PSI. 1�2" R 6 1" R SEE Q 2. SIDE111iALK CONCRETE SHALL BEE .3000 PSI. BACKFILL TO PAVEMENT �p� 04 TOP OF CURB SECTION In- 2L MAXIMUM CONTRACTION JOINT SPACING SHALL BE 10 FEET. �. ATTACH FILTER 4. MA)CMUM EXPANSION JOINT SPACING SHtlL BE 50 FEET. t FABRIC TO STAKES 5. PROVIDE UG HT BROOM FINISH TRANSVERSE TO THE UNE OF TRAFFIC. ti m • yti•.�.ti 4, 2"x2' WOOD POST OR •' ;;;'`� .0o.:0,00 STEEL FENCE POST COMPAC o °0 °•• FILTER FAQRIC CONCRETE SIDEWALK WITH CURB �uBcADE ° -REINFORCING NETTING . . • • BACKIILL z A5 REGUIRED COaxrAUV Er#nom i 0 . ig M sw. Fen arer.ue CB.o °e'•° • • TRENCH ' �2100 e0•• ° ,°0• BASE . EXIST. GROUND mrd � 97,AN T MATERIAL °D • ' SM N g ro STAKES S7RCT. Far r� p �7 7v (moi Far(6(CdJ 271--4W ALENT 1. CONCRETE SHALL BE 4000 PSI. 1/2 JOINT SE � 2. MAXIMUM CONTRACTION JOINT SPACING SHALL BE i r FEET. ,• FINISH GRADE -- N *- AT CONCRETE �,��,a PR©SFS 3, MAXIMUM EXPANSION JOINT SPACING SHALL BE 50 TT. 6" MIN. (` 6• MAX. I� �%INg�, +Qf 15766 VEW 1/4' R TYP. f 5 STANDARD CONCRETE CURB NOTES: : J,�� 21 BACKER STRIP POURED--IN-PLACE• •.. • .'_ 2!so .:•. 1. INSTALLATION SHALL FOLLOW THE MANUFACTURERS CONCRETE - EXPANSION .JOINT MATERIAL RECOMMENDATIONS. 0 c� NOTE: 2• FILTER FABRIC - USE MINIMUM OF 36' WIDE ROLLS. � m , . 2 SEDIMENT FENCE as < 1. I007H OOVYEL .'16 LONG TO BE CENTERED dna EXPANSION��' JOINT. OOMIEl. SHALL HAVE SAME SPACING AND DIAMETER � ��M �� wA.n•er.�•n.ed goof mwr•.e 9400, 3 AS REBAR IN SLAB. A!so "``°'° Zft rte � STANDARD u� 1" DIA. 24" LONG EXPANSIONJOINT _ DEFORMED BARS O 12" O.C. ISSUED/REVISED DATE V1 CB.O to CONC. A PAM PAVEMENT O > v' A � •o • c'1 .r,,:,_:.T+�--r�r•r,-�•,-.-per, � .f o'%°.e �. D —V FINISH GRADE AT 0 • 0 p U •,.e":A A° ofe• eL 1 " RADIUS SMOOTH CONCRETE o TROWE.LI.ED JOINT 0 oto • o • cy o eO • 0 O , oD • 0 0 cO O • 0O ` o •e0 °. • .�0'•Op ° 'L 0•a ° os 0 o q Q • p o0 �. 0 00 .wp 00 • 0 O • 00 6 0 d •• • • •.0••e• •e�•�0 • ��p'•.. . 110 .v 0 00 0 00 ' 0 L4"• 0 00 0 00 • 0 00 ••ee� ,•ae obe�•e��gp o�e��b• 0 (TVP-) '• . .• 0 o O 0 °O • 0 0 o • p O • 0 0 ' 0 e O • p• •a.'e y 0° ti 9.•p s de • Q�Rln�iliAlwISSUE DATE 0��09�.0y1 r �' .•::'•. r • o 0 0 0 0 d0 ° • 0 •' 0p • 'e•e • YM1 �1:RSE �:{c' ij •.. • s • • • e 0 U /►•. �► ... .►•.• 6.• , o- ••0• •• ••.� .d.•'�a . 2b'R MIN. ,�.e e,a a'•• e, fir. .'r , .• COMPACTED ?. ! •• :' •' SUBGRADE 4--6" QUARRY SPALLS DETAILS ~ • ;..' MOTES:. MATERIAL • �. •, `. '• SEPARATION FABRIC O CO • .. ,! 1. CONCRETE SHALL BE 4000 PSI. E 1/4 2. MAXIMUM CONTRACTION JOINT SPACING SHALL BE 10 FEET. UNDER QUARRY SPALLS C)r7 NOTES: 17 O M D-THICKNESS OF CONCRETE 3. MAXIMUM EXPANSION JOINT SPACING SHALL. BE 50 FLET. 1. CONTRACTOR SHALL COORDINATE LOCATION OF CONSTRUCTION ENTRANCE WITH PROPOSED DRIVEWAY CURB CUT. ,rI D �� p e C8,90 f N No STANDAR? 3 CONSTRUCTION ENTRANCE 1-1� �o CONTRACT OINT s IMPACT SLAB _��__ p IT SET u c8.o • • c8.0 �ci-o SRE PACKAGE yr G , • „, t,, , err nr, . ,.., e.. w ..v .n••!. ..malyYr'+f•+,.w; .. , .. :r .." V ,1 • .i may, w ': ,. •, li r ax��fl '] • "' . ..�.r�.•.6_.... _. .. , .. . . ,.. .. .. ... '• ..• �.,� ri, ,('. ry kv � v ti;`�,• pY1hA "�P3 �i.,� L Wish ilkil" x '__ + • pec A ;,�• .. «' .. .. .. .,. ., .. ...,. .•wq .•R •,..r ..w,"�aYp+• ••w.ffi. a,••w.a+ _.. ., _r. v.r• .., ••. .._ .. . '•••°3i.r,ac.. .n.ae+rn•a. .,C! ti..nru.r'•...•.r •..M....wwrw»•Ye:r+.,-....•rro+r•e.rwv..e...y..-.:,.,,-,.,+rni.�s r .x�..,...o.-,•..rn.•s+m+raw•.,.�.,•,.�•••r.+....�...sr-.ai...,r......w•werc.al•.nOe.r.+vn.....iwr. .••r.AaM• R^a.rrunss.._.•-w, !.^..�M..!!.w:..wo.s++nwnr.+.•.. •-.a.• . ,.,n.-.... .u!•�en.cca-,...nw.•cww•n.r•e. r. .a+w.e u. .. r...r b••...,.,a:S!•••..:..^...g>xs..:iur9n+/•F'.7::.mur.-.ayw•w+•wb.rznr!z•twrx nmw'�nc�.w......�_.r. ..Y ,•,rn• -..,r.•-w.,.:Ar:�l;�',�.f•ma14- •v�.:'7!Q•4'.avO.�•11.'-.qtr..:,...,�°�Y�►R'�•J4it.A.uGa'n wlRr+ .... . a' .'Kirft. ' r'r +wC 1',ar r ,,F AY •f, N.i mak. , f R, t 1 Ye: , (J t w,•' r, a 1 — —_ --- y; --- MINIMUM STANDARD Sign No. OR20-6B 1" R DOUBLE-DISABLED PERSON ;�'�• 12 12• ..� r " –_-� — /�•R PARKING SPACE ....� I� 1 R SCO' 94.j PAVEMENT —_ SECTION $4. _ rot 5• w'�ri••ne �' 6T`j . ,• « •--oR20-68 SAN • i` ---OR20-60 SIGN CURB RAMP w/ ��" . PARI(W MOTH U.Y.N. � • / DETECTABLE OKAelEO PERMT ONLY :��. WARWING • � �• •'•• '► va�ATaRs sUe,1ECT To �.'�. ACCESSIBLE ROUTE TOWRIG UDDER , • • • ORS OL620 ADD FOE � �. , , . , , • OR20-68 . , UP TO $450 UDDER ' Ok20-6B�. OR20-6D s (OPTIONAL) A. ORS SL615 AA 7, 1*0 & y.' P �• YP W 4000 PSI. WHEEL S ro ) � 3(Y T 1. CI�NCRElE SHALL BE tTYF'.1 .. N So 2. MAXIMUM CriNTRACTION XYNT SPACING `iHALL BE 10 FEET. Sign Background: Blue, Retroref/ecNve sheeting t� PAINTED 4'L -� �; 3. MAXIMUM EXPANSION JOINT &PACING SHALL. BE 50 FEET• Sign Legend: White. Retroreflect;ve STRIPES � � 21 TYP. _ 1 4� PROVIDE LIGHT BROOD FIN::-�! '�I MSVERSE TO THE UNE OF TRAFFIC, CD LAJ RBS OF DIFFERENT 5. SHALL BE USED IN CONNECTING CU � �7_ MIPMMIIAII TRANSITION LENGTH SHALL BE 5 FEET. � � — N A Qu cc The Disabled Person parking sign is used to designate a parking space for vehicles w;fh a DMV permit as stafed. N .. N This is the standard sign for use off the State Highwoy System. 'n 5 MOUNT ABLE CURB - 91 W . . ac C8.1 WHITE STRIPING AND PAVEMENT STENCIL REOUIRED STROKE WIDTH ON SYMBOL IS 3• MINIMUM V9 OREGON DEPARTMENT OF TRANSPORTATION BLUE BACKGROUND AND BLUE PAINTED CURB OPTIONAL uj Approved By. O.T.O. Dote: 1092 Pubiicctiori Dote: 12/01 3-156 �— a'' r • ., ,. . . *� SEE' NOTES BELOW 3 1cm . , , . r„ •— • • , " ' , . •.. AC PAVEMENT . . • ' �8.1 C8.1 s.� . a. Q • ••• • � . .. . . . • t . . a. 3E op THIS SHEET INCLUDED AT REQUEST OF STATE BUILDING CODES DIVISION CURB RAMP svftm W . •. • . RB RAMP -Fln•dwa 10%fm WI*W . . � . • • . "' . ; . ! �,• •! •. MidYwo bMw.^ 4'or rMew.nd a�lercaulk" ` '� ' '. WWW!'m wkle >h SDK Fish Ar9nuB SIM 24100 • + •: :. ;• , : ' .. : : . . r , • ;, , A ay Lw dM(U N"CenW.4'min. axana omm 97AW / ,t •, �,. AMnNorb r min. �f 227�iT j 227-7.veo AC PAVEMENT–/ M PL./�l� CK Fax 00 274 ase: W.T.S. ..OA 2 V min. Aa._/ �- 1/4" TOOLED RADIUS EDGES 1/4" TOOLED _ RADIUS EDGES PERPENaK�ULAR SIDEWALK RAMP DET 1 ;" 1/2* DiA�. x 12" SUP DOWELS. 114! "�n no.�� • 12" O.C. CENTERED IN SLAB CONCIRETE I!1 PAVING °4 !� cup- CONCRETE PAVING t�aa r l0 - .� ;T' . iI "MONOUTMMC CURB i 8MVA X 'y I • 7. ' .•t. • 10ANI<N�MIN LLV• CURB RAMP • p • .,� ,► .,o • e •,o • p•• a .,o • ��MmONLT A CESSIBLE,ROUTE, .0•:�0••,;p•O.:Oo .ea.•t0�:p;o ORO•: ��pe0•:0••0:0.0•:0••00 •:0•:0:0• • 0.1rMM,�;T TO ; , • �MTOI 81116 1 1/� •`0.•p� • .: •,Oe �e0. p • .:0••po • .•0: e : .•0: •e0 °p••0 ,: •,00 0• .• ' •vwI G • e 0 •• 0 0 ,0 r • .,0'•Oe a .,0 • e o0.,p a .•p°•0• t , .•0'•0° a .,0 • e .°p••0 • .•0.•Oe ' O�Oh � • i • • ,' • • ' '• • . PC OIM/1Leii I m"_ II M MINmr * Cal L r__7 �'�"'�6 C It COL'VST�ucu)N MIT �J4*I w • �nM�iiiM�ilrl�w �.Dloww D= N,T-$. N.T.S. --2v Slope .8,w i�r.rDr..�wwAw1� a8� x piaisle I entire n&r a .� w.r+�...aa�..rc o c� 1 24" G.00• (U.N.O.) 24" 17• nottb�`�o� ISSUED/REMISED DATE TOP OF I aisle area / over entire parking N MPCONC. SIDEWALK r_ e 12' O.C.oc WAY PAVEMENT . ►- m U.N.O. Ja ,N y 0 CURB F 9' e ° 0 0 0 0 0 • O O O 0/' • O Q O • O O • O O . 0 D • O O • O O • O O • O O • c► O • p ll O V O _ O O 00 • O • O 00 • O CIO • O 00 • 0 00 • 0 ,20 • O 00 • O co • O 00 ' O o0 • O 00 0 OD • O OO • 0 • O O • O OO 43 a 00 O O O O O D O co O O O 00 O O ' O O , 0 O , O O , O O • O O , 0 O • O O • G O . 0 O . 0 () • 0 O • O • 000 • O O • O • O O • O 0 0 0 0 0 00 o a o 0 0 0 0 0 0 0 0 `o O ° O O • 0 Q • 0 D • O '> • O O ' O • O O • O O • O O • O O • l7 O • O � O O " O O • O O ' C O • C O O O O O 00 00 00 O 00 O 00 tl O MAUL n` �y C O O • O O • p O • O O ° 000 • O • O • O • O O • O • O O • O • O O $ 0000000 • O O O O • O ORI' RML 1�71R IM� Y7 01 ** SEF NOTES BELOW auwN In, cam°By.�► O O O O O O D O O O O O O O O O U 4 2 _ D ` R�ADE� . _ Agsi DETAILS MAIM' ce.1 T' _ NJA r AL ax r=m I E NQ= a 1. CONCRET SHALL BE 4000 PSI. ;.� 1. RAMP CONCRETE SMALL BE 3000 PSI. 0 2. PROVIDE LIGHT BROOM FINISH TRANSVERSE TO THE UNE OF FOOT TRAFFIC. 1H AND TH OF THE CU RA 2. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS THAT SHALL EXTEND THE FULL ANTE PLADEP R9 CED ON AND REMOVED FROM WET '0:2 INCLUDING THE FLAIRS. PROVIDE RAMP TEXTURING VITH AN EXPANDED METAL GR C8.1 'x�.,N CONCRETE TIO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 'iY4` LONG BY Y1" WIDE WITH THE LONG SFCTION AXISof -38 ' STANDARDCONCRETE CROSSWALK ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALT. BE )- DEEP BY Y4" WIDE In r � u • • C8.1 SITE PACKA • +r laj r c 0 ti 0.X r r yy. 1,•J .SII t -.. .pJ.t'J r.i.'iF'N14'1^ .;!w .1.,{I,•1 4"Wt"d�rN 1, � ._:::' �!�'. `��+N.r". ;.'Rrr^' ,. ': t: . ..r ! ., i , ..,." '.,:yt':.. ^!7'.-- ., :....•: _ :,-:, ;r: .1 .',�.x'Y.,+o?Pl..s'n mi'�w•rn•>,!`iRtWl1L a"fir kZAAC .. .., , avnhnrc*.•,�..:.,... -.., ,......_. C"' +N„4!°y.'l:'. Y I , G 3 , .,r, ,. nay , •'. _, ' ' , rx, r, ns'y ..,,' u r r, ' ':. � - ,. ,: a•,•�.�. •., ,.art � tr: S.v: : , y! , y..,: � .,,gin ,. . ,y''1.1 .. ,� , .'�, .,�,._ � +1 ,.. ,, .mj. .::¢pR. q ':'•% 'b 'if....',S. l f1 . �', I•. I , ••, 1• .. SF. C •. a.5•:-1t ' t.aal r ¢ .f,.i R' d 1 'k^aK- , ..S1, ., •:.. i ,..�}^- ...A "'.".i!i_. k:...,... ,,.r.4�..v .+. :+ r .G,.tk,, , > it : X Mill '•�7+1'Y"+., T^MI°'ll�. 1• ••S' ""'P.`•P^➢ l �?1 ♦ •_ r • • 1 .. t ' lIMQ+e•eF>t/1 N•••w+wwvr L Y 7:�'. • ►WI...,•Ir+' IMd.ivn:HM ".1 ■ry IIY 'H'' 1h+..••..nw.r.tY .r. •r x .•,. .-. _ .. „ .. 'MWp' Y .I/rJMr.• _ 4'h{M.,,,,.er'.. _e7.• ..1..n .i � , .c.,mcs.w.r..r.++•.w.•,.w„w.•eu.'n,rrsa.r•nrw-wi •rbna+c... ...-.. ,y ..,,,.— -,n•4 ,... ` -+ tWar-,••or.mn._ ,,,++al....:,.a, ;:t:..,.•c..... , ��• ,..,..+t „...u•_,,,,rile-,,.,,,,;,-.r.,..uc•,_,.s.r.+.++*r-•.r,.w+•.►,,.wa.... r •*,•!+err,,."..•a,.swaasam+xn-srH . -..,m....+ ,..•'•w.wK •wn• ...r.r-«wac.nw. e•+ww+,.+r.,Mrr.. ....•,- .ac:.a..:.a•rMe. .•aa.rs:or.:...wa..n.. •,sroo..+R. .•.ewr•ar._ +r.a. •' ,n.nweR.•••'. .,_.•..v'w+....e.r,r«'r•....w,act...:.:s.le.• w+r,•.u,,,rww...wr.uew..ne .. ,Nay 5 l-' 'a" r a h� `t t • !1'-O• MIN. (U.N.O.) SATISFACTORY SOILS STANDARD � --START RAMP DOWN ` CURBOR AS REWIRED FOR SIDEWALK DESIRED SURFACE TREATMENT. SE; PAVEMENT- TREATMENT. M SECTION FOUNDATION • .. ',,.. .. •.u o • • • • . 8• OVERLAP (T P.) O 0 • Y..�. :..• 0 • o •o • 0 .• • • ° • BASE MATERIAL •. _ �• HARD SURFACE LANDSCAPE AREA ' '•• DRAINAGE FlLL VER!„ FRAME & CO _ ° • o COMPACTED ° ° , • , . o •° . '° o DRAINAGE SET FRAME TO . • • SUBGRADE ° . o o o ° o FABRIC FINISHED GRADE /� PERFORATED - O . 0 .O • 0 0 O 0 0 0 ! W • WATER TIGHT PLUG- IN PAVED AREAS y1EVN �� W A, FOUNDATION : •° • " •° ' 0 . 0 ' ' a t O ! " • 0 .O • o •V DRAINAGE PIPE ° . 'o; 0 •o ! 0 • 0 "° • 0 • GROW FRAME �� O ENCASED IN • '• ° •° o •° :V •° o -IF FOUNDATION DRAIN IS IN PLACE GEOTE MLE o • ° %oit o ° ABOVE THE BOTTOM OF DRAINAGE . oi,gl • ' a • FOOTING THEN A DRAINAGE - L - ti:. •., Ys•' ' FABRIC SOCK . ° a MAT SHALL BE INSTALLED ',:.`::•!��`1��I!Y;' ` ''': SLOPE TO DRAW. i ' '•• ° o .o •o • FROM THE BOTTOM OF THE :f •,• ";• : :s; STI). CURB _ MINIMUM 360 OF :; t o `0 . 0 • FOUNDATION DRAIN TO THE COVER (DEPTH BOTTOM OF THE FOOTING. am VARIES). t •, 24 SQUARE 3000 PSI 1 �, 1 1' MIN. (4) SLAB WITH e0 `a LA L, (4) 1/2.O X 9` ANCHOR : ' PIPE O.D. + 1` LANDSCAPE • : PLA TS 3• - SOIL SHEAR ZONE DO NO PROJECT BOL a - PFFORATED PIPE IM THIS ZONE. ABOVESLAB FOR • '-- INITIAL TRENCH BED c n BACKFILL ADJUSTMENTS. r 6 FOUNDATION DRAIN 45• BEND- --UNDISTURBED u+ . . . EARTH ,. C8.2 Lu WYE BRANCH----------,--- 4 OR 8 SERVICE _ ••-' CONNECTION IF FU1SH W/ AC Lu a REWIRED. TEXTURED PATTERN N �••- s c•R (TIP.) OTE 2 EIELOW �i�+■r �'" �" 10,, ` PLUG WITH GASKET 42• X 24 X So low IF 9ID OF UNE 3000 PSI CONC. NOTES: SUPPORT PND Oct FRAME A-cm I. CONCRETE SHALL BE 4000 PSI. a" L�NAL >0W EACH AREA IS 1/2 OF 1/4 PLYWOOD OVER �A. ND Y OR Ef 2. PROVIDE RAMP' TEXTURING INTI AN EXPANDED METAL GRATE w � TABULATED TOTAL AREA FACE 0!F BOLTS 80 MIN. Na 202 PLACED ON AND RE!kJVED P.NV,V, WCT CONCRETE TO .SAVE A 8• No. 203 DIAMOND PATTERN. L 41CH DIAMOND SHALL BE 1 1/4' LONG BY 1/2- 100 /2•10• No• 206 WIDE VATH THE LONG SFCYION AXIS ORIENTED PERPENDICULAR ®1°' C •�' IMMiM1r Y .• d 120 No. 209 s# 13. OR LARGER No. 209 WITI•I 120 RISER TTI THE CURB. THE GROOVES SHALL BE 1/8` DEE? 8Y 1/4• WIDE. LAJ STANDARD RAMP cRoss WYE PLUG OR CAP TEE PLUGGED CD o. w 4 STANDARD CLEANOUT c8.2 i S RESURFACING MATCH PAVED AREAS .AREAS --•• BEND PLUGGD CROSS TEE EXIST. PAVEMENT SECTION 1. CONCRETE MMT BLcx KM TO BE POURED AGAINST UNDIS EARTH. 2. MEP coNCRETF CLEAR OF .><ZNT AND Aoc SAWCUT UNE -DETECTABLE WARNING Tlu'E & THE REGURM TMRUSLOEARM AREA'S FM SPECIAL CONNECTM ARE SHOVM ENCIRCLED EXIST. A.C. I ON THE PI.AR MCA10 16 SQUARE FEET BEARNIG AREA REQUIRED. 4. F har SHom ON PLANS REQUIRED BEARM AREAS AT RT1M SHALL. BE AS NOOM1ED BBDK ADAM F NECESSARY. TO CONFORMTO THE 'TEST PRESSURE(S) AND ALLOWABLE � 6• o SBEARING STRESS (FS) STATED w THE SPECIAL S' ECFICATIONS. �• ° • . N � Chi OMI. " Sib 26MS & EARM AREAS. ANO SPECIAL BLACKM DETALS SHOW ON PLANS TAKE PRECEDENCE OVER �AREAS BLACION AND G DETAILS SHOW ON MEAS STANDARD DETAIL � h~ y � �� .97200t� OIL~ ' y� a 27-32.'57 BEARING AREA OF THRUST BLO 'X IN SQUAME FOOTF N z < ' a y ' ~' << Y•• 45• x2- tt-I 6" MIN. a1�/. FM(.ter 274W sm OR PLUooED PLUGGED BEND BEAD BEND ASPHALTNT 7 /��p /1p/�� 'yy�ytiy�••yti'ti F CAP CROSS 4 '"_:_ •� ••!• y° ••tiy •'.y y• tiy'•y Vf A7 SECTION .N ••.r y s 2.1 &0 •1.3 V! 1.6 1.0 - ASPHALT D/2 W s : 7.6 6.4 Z.o 1.6 1.a BERM ti tD PR ! y,y! yti•• z 10 6.9 L4• 11.8 d,4 4.0 � 2.4 1.2 'y!' • 15768��►�!NEE' •y� y' i ABOVE BE.ARM'10 AAEA3 BAsm ON TEST PRESSURE. OF 160S iLL AND AN ALLOWABLE OI. p ' � 8" 8• SEARING SIR= OF 2000 o.at TO COMPUTE BP.ARINO AREAS FOR DIFFERENT TEST P1eF'lsURE 4` Ir11N. AM SOL lMI:AIRMq STM= USE THE FOLJ.OwI10 EAUATKlN: BEARING AREA (TEST PREsauRe/16o��(Zaoo/ sols, eEAPING sTTREssyx(TABIE YAL.!)E). 8• MIN. IN ROCK) MIN. MIN. '� �'a ( . 21 �IIHEW 1. NO= . 1COMPACT BACKFILL IN LANDSCAPE AREAS. N THRUST BLOCK � to w c8.2 (0'2 PIPE BEDDING & BACKFILL of mervin to " ' " �'�'�� ..r+.r. +..�•..w.r w-'k 0101111106 "a i*Mn" r on fav OmWy 5 ASPHALT BERM w"�.�:.. . P r .1. . @1C8.2 BARD l -AKA 3/4• x 1e• (REBiAR) FRAME & COVER ISSUED/REVISED DATE 2 PLACES SET FRAME TO / FINISHED GRADE IN PAVED AREAS l•�R1 WATER TIGHT PLUG GROUT FRAME IN PLACE FINISH GRADE U I'► i �, • iU• PVC RISER W ALVE. BOX UD 1� 2CONKRETE SI,AB 1ARE 300 MTI�'I OSSI;E a � • � �• � ORIGINAL DASE 01.09.a1 .* (4) 1/2- • X 9 ANCHOR ' INITIAL TRENCH BACKFlU_ DRAWN BY:RSE QIEQIED 1Y:all PROJECT BOLTS 3• • , p ABOVE SLAB FOR INITIAL VAL'SIE o ADJUSTMENTS. 4• PVC PLASTIC TRENDS• (OR DETAILS . , APPROVED EQUAL) PIPE o m F= UNDISTURBED EARTH i EDy40T5RAINAGE � .1 :.:.o O ,o• e• a•e. • ^•o ib o CONC. WHEEL STOP /..A --a BACKWATER VALVE C8029 Of 38 No �.2 3 W CLEANOUT RISER C/G1,fieryPoff SH /to i to C8.2 ' ' SM PACUGE � o • .. m !•+r -.n,. .......nf .._. „r- ,N+r,'^718'".,,...-n.•n.-7T1•fe•'.tt',^""m,Y...t*'^' N rrr- .- • 1] •' W N .:+, r4�' r 7Ir r�rIrk I p t T T JIM,rel r '' R ti 1 .. r - • ,r ' ,war �.9•M I.•1�'iQl1..G`1dtlF�"�"•A. �`"•r-,1W'a4.--.:eY'rr�'. -. .��►�•.�. 4'rfSw.9T+•W'!f•R'°IIN'��l^ 1M�'YT•JIGrv.�/.'+ ._ 1+ NM�.sti Y.W. .. . 1YA. wFJ° .1wYd..rVYt.C.IM'�.1..��/b.lAl�..•+Y•.. . '-. •JG.S..w.-+...M�lM1t�. i1L�RT'..NYw..V..••iK.:t.�..-.1... ••ti.. ,..•.VLL. ..�'R./.AOY�WA.(.InYVYw.:_• • .F^. ..:vAwl..11.n. •".rb.M4Y-A-T +wv-: .-o-._...r•... •rn .ra•sr. - �.r,r •• ywr-roetw.0e i.•�,.r�.•w..YWMYiY.tao.w' _-MOM :fie►:rlM gte.itsAr-am'rsw+pawc•war..' .. .. .-., ..•..,,•••s ,•.•..+NY•.•.•' - r. .t-yr.{•.• _.-�. r - . •-+lns aw.._,y •.••••.-r- .. „ '�R"�'. ....... ,. _..«. „ - ir t t , e i� w •r p r 'vyi• ?i r+ vc • GENERAL. NOTE5 N01[ TAMPER SWITCH. WIRING TO BUILDING 1)STORMrILTER BY CONTECn STOKl.MeAT[K SOU1T1";FMTLMD.OR(6010)s4tl--4ee`/:x�ueDc)RaJGn,tic(er!) FIRE DEPT. ELEC. CONDUIT �-6676;ELMD6e.MD(666)740-33 1e. oUnrr STUB - A)MLTM To Be 91ft"44CTUATED AND Mr-CMANW CONN. PER TO BUILDING 3)STM STRi1CrUKC To Be MANUrAULM Or 1N RAC11 STEEL MAR. t�N�µ i NFPA 13 r •.r. 4)MAW=REQUIRE' 2.S RTT or DKM TRAM RM11 TO CKlW. INLET S1"MD NOT De Lowes rr1AN OUTLET. MALET(IP P APMXA"AND CKI TRCiUBb Tac INLET SMIARUCAeIIq AN IEE mW Br(CMGDM AND�� OAKD BY DR v Ove1<lI� �� r. .I-• ; FLOW Z SPOOL FLG. �L PE. s)Ce�r CaULf M wrm 4 M1Cn Wpg0XLbL M LoNc a Or ra vIAr,A[reR . y .J� STUD 6 a,NCM5 IN D1MA TER. MA1 P":7UTLrT 15TTUB 15 15 NrClics V ag II�ROVED ° RETAINER GLAND OONNrznON TO COIJECT10N MMW CAN Be MMIC U31W MZXDZ COUMM err oNTRAeroR VMK WALL O Qr. 3 . LADDER + 6)EOR M-20 LOiAD RAnN(i.CDNCRT M COUNR 0 RCULARM.CONCRETe COUAK wRn QUAK 1Y(2)M R�L'IMAG DAM TO � r . N De rKOVVW BY CONTRACTOR• �L 4 D.I.P.- 7)ALL STORAA XYM KDQIAKC KEOLx/1R.momw ma. Rvm To Ore1LAT101I AND MMNTENANCC GUIDCM!!S FOR QADILC .. ' ' LAMJ 44 PrOKWTION. F MN— tsars+ , -- I -CARTRIDGE CATCHBAS{N L 5'TORMFILTER DATA 4• v I/ � 1 SCIN►t DrIRLE � rrm N,/ � '� �+ RETAINER--/ " MIN. WIN. A QUALITY KATe fi■� GLANDL: 6E!f ►' • -T. + RTC < .CZ 10 . .• �J r11 FlNISH GRADE PLAN. r ' -- I ATI I �'1 AJ1 4_ A. w G' REINrOR17NG DAR9 T • , — INLET STUB (9ft NOTE 6) e h •' • I I. (M NOTC5 445) GASKET— SEALS WIRING CONDUIT t�nLET TMP• � 1� 1-CARTRIDGE GATGHBASIN - PLAN VIEW 1 TO BUILDING 1kLU I C z NONSHRPNK 4V ACCM COMP CC. RETAINER GROUT TVP. D CbVCK INXT GKATe OMMNG I/2• ��,,.�. NO'TE5Mre�AL RC iRLiv1ENT!5: '7 RETAINER GLAND KUMAR • i . � 1 .rte. � O • . • . �) —f FLANGE DRAIN TO • OUTWIT STUD _OONCRt'TL COI LAR m COUPLING DAYLIGHT pet NOM 4+s) ADAPTOR r1-�r • . . o STOR)tA MM . • : . � a .� ' w CARTKIOC.0 t1� AlJT►OMATIC BAq(WATER RODENT • ' ' w (xe Noce 2) >w LLJ 44 BALI- GRIP CINCH ANCHOR PIPE VALVE S�1 CLCANOl1r ACCr� VALVE TMP• ruw ON wrlR wAu am SUPPORTS ACCESSIBLE UNDCMANI�N . • • D.O.C, 51ZE BILCO DOORQ8 EQUAL NTH 1NSIDt 4' 676 —• WA 577 — WA J — SAL OUT 9C � uJ ' � �'� ti►syTOR��rweA•crert � 6' 687 -- WA — 676— WA J — SAI. „o., —..�a. • 5106 — t.l). 887 — WA JD — SAL '""TO"'""''1O"�""'d`�"� 1-CARTFtID(3E CAT'CHBASIN - SECTION VIEW A B .,,,� N:a. rnst7Ns ANx , �uergaw U.S.r11Tw Nw°,i!>.4". No.s.rm,snl N•.La"X0 N°t01Mo U.B. A i.css.nc •Rr 10' 3106 -- LA 5106 — LA JD — 3AL �CARTRID,GE CATCHIBASIN •-TOP VIEW 1 N��u�wN _ ""'nu' N tt�Looe ooHrECH ea+rwrrirr tt1uL11ro�rr 3 rATDiI�re�oao o90oM OONIT�F1 tGLam+wir t�aAufomr _,—._ -- t� lov"awSTEEL CATCHBASIN 8TORMFILTER o STEEL CATCHBASIN NOTM- STORMFILTER PLAN AND SECTION VIEWS 1 x •' 1. PROVIDE POWER FOR HEATER. TOP VIEW, NOTES AND DATA 3 SI STANDARD DETAIL- 1 CARTRIDGE UNIT STANDARD DETAIL- 1 CARTRIDGE UNIT � „ cvA � rrirr/eM•rt�r to im • pMlIIRIAr °OALALN01! llutwll!°wr+4MM OlUrre MJW a�1�A1r r .— CL C>►. ��A nwrMalrrnrr►rrw Ml11b AMYw MONlIIOIt na 1000x. aoR o11MMle ruMr a1Mol�A1r 4 EIRE SERVICE VAULT ' Cd>MLdM�'p Er�Qrli>rws MSWFAAIA" j - Sub 2#w �Iq Omar 97X4 •i AM??7-,?2SY 5'IAI,C�. FAX (50 4*0 OreNING ?27-751A7 �I mar'Quanty aiculations °`` F �- ► rela�AANeNN•r 1'CJ01. MZVA" We*att ity Storm Event = 0.36 inch falling in 4hrs. with a return period of 96hrs. w 1 4 F.D.C. �. �"'`., _ zI 3 50 MAX r•al�" �4 PROFF�. STAND PIPE AS WQV -_ 0.36 X 3,700sf s o N NOTED ON PLANS S 121n/ft �'+15784 E� _ ~a � 4 CHECK VALVE - 111 cf *4u STUB oLrrL M STUB AUTOMATIC BALL tea ton ONAU 2- r NOre3 4a s) ' DRIP VALVE S STORTZ CONNECTION EW 1. i r-0 II2' (0ND[MPT WQF= WQV I—�0"oe--� LL4r�►�aL oAT� E u r r., coVF�t To BE 14,4 sec. .^•^ ^" . 1 E CAT HBASIN -SE CIN VIEW *+�+• ••"++w.e...�'+�°' GALVANIZED 1/4- 18 36" 2 � ' ~n � .IC STEEL ABOVE Citf�DE 4" F.D.C. a...�..�Mra•w r.w,..wis•I+MO PC N CHEC ERF 111 Cf STAND PIPE, ti'1S •�►� ~ 'K�..w.� PLATE LID TO REST M �i n� � WITHIN BELL OF PIPE. NOTED IN PLAN.. 14400sec. .1U°.A.p. IMuwllnwMrw.rlMn1�I+N PC CUT SLOT FOR STAND PIPE, �E DETAIL �r•,,��'��+ LIrTINt;eYe = .0077Cfs mrr Or 4) NOTES:- 1. ISSUED I REVISED DATE USE FLMGE OR THREADED nrnNGs. ,� Sizing Storm#�Iter Cs�tchbssir� �i ►•- 2. ADDITIONAL PCOAAMEW NON—SHRINK �,.�„ FM MATLDN �' ADDITICHECK VALVE TO GROUT TYP. One stormfifter cartridge treats 0.033cfs, BE INSTALLED ON SERVICE slot OF Therefore; CAMDN SUMIM ,,) 0 SYSTEMOwEr WITM .0077CfS MECHANICAL „ .0330Gfs . n 4" CHECK VALVE ° " °'• °° MAINTAIN ACCL • ° , ° ° 011161 K ISSUE DATE a o� e:°.,•°ti TO FLANGE BOLTS = 0,2$ 1-CARTRIDGE CATCHBAS_IN - SECTION VIE1N !2 DRAWN�.RSE OM�.CCy U • 0. °° •° ° •• SIDES OF o •° •°• °• °- °° CONC. PIPE TM s.. _ i.w lir °•'•• •• ° = Use one cartridge C��Itchwas,n Stormfilter Nm$'�ft t;6AW-CM g N•,C 4NA48.Na 4.W.97C. DETAILS AND OT'R7<U.9.A%3 r01KK,11 0 30" CONC. AUTVMATIC BALL _ rATerts m P ALLO DRIP VALVE E VISIBILITY AND STEEL CAfCHBASIN STORMFILIrER i SECTION VIEWS 2 � ACCESSIBIU TY AIL- 1 CARTRIDGE UNIT in M CHECK VALVE ET � ww�1�+rLw... MA1M++M'•AM�sflweNONiARD Iaelinl�aM�r�aon anwaeww oaol.,x a 5 FIRE DEPARTMENT CONNECTION _ . C8.3 i4C14 C) f '91 (D PERMIT SET SITE PAORGE "jw 0 IL LL X : :.,i..1.1. 't•M:,,, .Ns k �(..� i,; r .. .�;. �,F ? s .�. ,: „ - :t' r.. 6Kfd.i^r:V.aAaM.#'dMtWkU.',-: g. �N1 ,611 ... 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'�>'2•.t]r , .1.Y,1, 1 •s,��. 1 ,J,'S�S. :r�I 4 ;.: y■y ,i�:1•' aly�� 6:,k' b. ,�1C,i'.t f t 4.:. 7 "4 n �•ifI w `r j'� • . � ... • .. _, ., ,r`�t 11 I i �1 / fi .p A ,wa .....-,rc ,a r+.arr.rw+l..*-r ..u. -- n.+r . . w a a Rn r»r s.aw,ss,ar.he.•. .�.. • •(�-' I ' • .:..• -.I. , .:u,'..•.c„,.a.. : xr_,i. s•au' iu' :wxr•wrY.w+r+a,. r.•a.Eurrw: "'y+:,u. ..rr,z-c'...,c. . �'a.-•'+. - w_. _ ,. .. :.,.; un'..:.ernw ..e,Iw.w.r..+.+va's+..'...r,.sw.el,.-n.,-a.aw-..-ws.,p,,.,,,:...•.. -ww.r.:•Err.eN'.:•w..w..e..r,Y..*..'a...•„!•-.-z:ca.--:. .:.:....,.n.atse-•.Ia:nf.Ff's.,r.w,.-..:.,. ,-wPl•..r•r•s...+11rw+lMw'...,'.vr` 1ec.+IIIs,r..,.w,xN.Iuwti....••,-.,r+, :.o'rs.n... w. '.rl..3mr.r,r rU..tl.I .+.a•x,•.Nlgr..+tfilMuic.M®wc•�a4ai•+rprR'w •, vrvhlliea.++✓..aawr'o. ypy:. .r+a-7.c+ ,�1� rWcn'K.,••ar'�- r••+ewr..,,r,•.••.., .•`•'e t1' .' rwr�+n."d1H.'lr Alr+ii's•::.. . s.._' _r+.�• +•':..•_ - n t_ .. .A• ...q. .- .... .. .•..,.: r..,,:•• aN,•nF••iyrryr •MV"r.n:.` , ., r I 'i 2e,M a'4 w4Fr., J: �-) Plant Motrrials Listing: A Ir ol`iw AWN - . _-_ 00-100" uP BOTANICAL NAME QTY. SIZE COND17M REMARKS „ - • eew�N MI1r” _ COMMON NAME w _ 3� atilt Ing New 10"w P1wc a*bro New 3 bm�y 11fEE5 ��--- —•-- .. .m ti Aar circinaturn 4 4-5 Bib 3 Track O Q Vine Maple Mb. � 5 30 111001 Won*"Abom �• Aar rubrum "Scarsm" 6 Y Cal. B&B \ \ ¢.,,� . / � Scarlet Sentklel Red Maple #" ' _ Q l lw l _ C1lomoscWaris obUeo "Grodle" 5 4-5' Bib � / 1 Gracile Hlnakl Cigrea N � - 3 i«w Pyrue cuNeryma "Otanti leer" 5 2" Cd. Bib d DC LLJ c�• / \ Chantkieer Pear SHRUBSOC .. V a Amleo vorlstbs: � Nino Crimson 1 Gd. Can 10-12' 16 oft Who rAd 11"IN bw w� do 3 MOO& ,�I 3 Warr C46ft �" Be'beris thunberoi 'Crimean Pygmy' 1 Gd. can 12-15" 11 3 f.r ! Crimean Pygmy Barbary C Iii Fw�' _� a lb" „ i�e mw PW / 3 ► \ Featuco ovina "pauco' 1 Gd. Can 10-12" PE 3 o�.w Q _ Blue Fescue pC . ., Nondl�c domatko 'Moon Boy" 5 Gd. Can 18-24' �. UX .•: a _ Moon Boy Heavenly Bamboo C1 • .. w ' Phormium ton 'Jock Sprott" 1 Cd. can 10-1Y � � ' a to ■ a Jock Sprott New Zealand Flax ....� Z I�If11w tern 3 e» ewew+k e JIM Mwb w_ s A M!M Prunus 1,moceroeus "Otto, Luyksn' 15-18" o ohm, �«.r1 \ e - — Otto Lu*sn Laurel LL70 \ �+ Rhododandron norietiew Elizabeth 15-18" 8i8 \ Jean Marie 21-24' B&B IIS.' s' Unique 18-21' Bib I.0 IMw ber�y�w 090 Z 0"iOk \ POWER Block y h Susan 1 Gd. con 10•-12' �■� � q "a*-~- TRANS � t� 3 fie. ❑ O v " � � M Vblxmum davidi 2 Gal. Can 12-15 � L� ti David Viburnum � ----- Val: oil UMMOCOVER do VINES � � � o `PerMnWe 4" Poi '*� .. AW63 06mew 3 o"r'%Swwmm NOTE: AUTOMATIC RRIGATM VXi BE PROVIDED. 1 $wW swbd 0 AA �e "x 2" P.T.D.F. 8'-0" Tree Stukes 3 � Q ' ' Do Not Penetrate Hoot Ball (3 Stakes 3 a„t you, \ Per Tree - One Coat 01)ffnplc Stain arm— X713 Required) • _ Tree Ties/Rubber Hose w,� 12 Gour�a _ Tree Wrap__From Ground To First o • Branch. M r R m v QQ Qf Wire t / / / U o emove ur ap &i wine r�To�paslce : . Of Ball After Staking. Place Top ©f Rootball 3 Min. Above Adjacent Finish Grade. \ 311 Twf : \ l c Mulch Circle Water Bimin 1 1/2" min. / l r \ IJOPW M n 4" VAle Bork Mulch Circle In � ft ,�N�� / \ ur reasil Mix urn As ec(fied. OREGON '� ....e.rw by \ Backfill So t Sp t�� ScarifyWalls do Bottom Of Planting � II . LP o I Tree Root Barricade Model RB-18 �~,�ow we andertimm Ard�N m 3 p11nw c \ ! i As D icon uted ow Horz�. 1�Soplo � n~sm� I I .r..,....d►�.,,�...►'sIM1,kms.K. 3 ow bw sr1 Set Rootball On Undisturbed Soil. tee:... so 1 ��r low►yMd w"Aw kM ww"ew*wbwm BEST-PAKS As Specified. of r"•�•r Fm mem Aroma».rr. _ 'frees do Shrubs Typ. r ° ISSUED I REVISED DATE 2 x Din. at Root Batl T TREE PLANTING DETAIL - SHRUB PLANTING SIMILAR 3�- NOTES e.1.. mft wm 1k an* T -- CE 1. B&B STOCK., MAY BE SUBSTiTUTEC WITH CONTAINER STOCK OF EQUAL GRADE. L Fae1 - ` 2. CONTAINER STOCK MAY BE SUBSTITUTED WITH B&B STOCK OF EQUAL GRADE. ow s, \ 3. PLANT MATERIAL SHALL C0�4FORM WITH AMERICAN STANDARD rOP NURSERY STOCK, 1986 EDITION. - � • ANS! 260.1, ORIGINAL ISSUE DATE 0�1.04.QI 4. ALL TREES SMALL BE BRANCHED. - 5. MULCH ALL PLANTING BEDS WITH 3" MIN. LAYER OF SPECIFIED MULCH. DRAWN B' own OfEWD BY h* 6. IN THE EVENT OF A DISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE G \ \ \ DRAWINGS THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTiIIES REQ. hr a 7. IN THE 0b,:T OF QUESTION OR LACK OF CLARITY ON DRAWINGS LANDSCAPE 8. LANDSCAPE COR ONTRACTOR S TO NOTIFY RCHIMCT BEFORE LANS CAPE ARCHITECT PRIOR TO LANDSCAPE 1 9. ADJUST PLANT LAYLATIQN OUT AAS REQUIRED TO IAL aFITEIRRIIGATION COVERAGE PATTERN. CONCEPT BEIGHLEY & ASSOCIATES INC. PLAN Q \ c.\9 \ - - - — - - ■ ■ ■ s c o LANDSCAPE ARCHITECTURE AND PLANNING ter,- o � ` il�40 N.11. Cornell Road, Portleknd, Oregon 97 '4 1 11 (506) ®49•-47U6 FAX (609) 849-4�'9A JOB/: 0654 1.1 1 �� 38 3 �� ,Q ton a 1 LANDSCAPE CONCEPTPLAN - �'-c'ce Permit Documents . t ✓ �: - •�iM,T, -r-.,,.is I i. ,. . • ' AU • � d• ILII 0. , A , 1 •' MMI{•'- :•..-wwn•K.::._.-, .,.. .....::•.---nw. ..,. ;. ..-.,c...a..,•r-raa► rw-.' _'.. ,mM•Yti" wrw /R•r. M.,•,ri, 1?.tiC,,.+u....•MM\IIfMf.dYtl }!•.r.1Ni.r:` ✓' •••w.0'N+ ..nMtlsw+V...."`...1. •. "tMs^+.ON" .xb`!f•r..,.'1MM..::..ic7wx'1w 'M.IM�/.iMlOw. .,. f.'"IM. -." _ Yt..:- 4a ..rKi ••.... -•LaWf^,..f:+➢.91L'P-. 4- • , ' ,;. - '� . 6 Cr s......w•e......, .. ....,..:•.Pw...Ma. .y ..o- n'knsi'r"' -11k!s- ..wr•l.C'Mu1R;11n.41s.nM«+.O':.,_-^. .. -., ..u.r rdc.+NR:..::w,•x.e;:a°'�let .-.— ,s.r. 'wr #lsw.R>. r...v.....'. r-"- .:r: t. ....r.. .. . .a. - "+�•Mu'A��, ...... ...•...r,14.. . -+ •t+•Kw•wR ' .i.•.wr• • .rs.a..r-•n•.r... .,,. M.. e+f .!r+nl6•r1►!:-+`--a<:nouaw• a: •e-..s+ee .lAlAk'+sYYA.I!'Y�,.s. •....wn:w._r r..Y''i+. - .. •�5„Y .�.icy ISI iI 1 r. t •-IL. a. r, I i' i GENERAL KE I' 2 � Z' S CLASS ttoo sums As NorsD BY LANDSCAPE CONrl1. VERLocArIDN - COORDr1+A: IIf'H CSN. COMM. LRY aCH 40 PW IUINIJNs •- SJss AS ,WOWED V t (3 EXISTING Rf IGATION VALVES LOCATED IN THE END • OF THIS ISLAND WILL NEED TO BE RELOCATED TO THE class goo PVC �rsl�Ls - Eras As NorsD EAST TO ACCO60DATE THE ISLAND CONFIGURATION. 1 t/2' ISO. BRISE lsOLi rlON VALVss - SAME slat As PIPs VALVE PVA . to DOUBLE CHICK VALVE 1• / a Y C� 9 V t• . -4'j s,/4• QUICK-COUPLING VALVS W/ DOCKING LID0 � tam / �+�, '2•S 1 25S . --Q 1' ARASS DRAIN VALVE / V 1 R.B. PSB / WSAr'JHEJkMArlC AUTORAVIC CONTROL VALVE / V ) sP RIYSVCO Y H Flla(1 Aad) �B XACN WIPAM . / / -1• $ CONTROL VALVS NUMBER-- S-SHRUB & r-TURF L � �p / � . coNrRaLLER - REFaR TO DRArmvc t/'9 2'S 2S KE \ / HEAD Y W -.- - - - --- ESC arEAD c"OMPANY 4 CAT. No. ReDlus a.PY. P .t. / V U IN RAJNBIRD 6 SERIES 8' 1-.! s0 RAINBIRD 8-FLr U ssRlss 8. .4-1.e so MT • r L RAINBIRD 10 U-SERIES 10' .39-1.87 s0 (DW/ / 4 d ® RAlNBIRD 12 U-SERIES is' .66-S.8 a0 x r TAP EXISTING M.L. 1 1/2' 0/ 190. VALVE PVC '1' 1 r O o u RAINBIRD 16 u-sERlss 16, ."-&7 ao � H V V DXNOrSS VAMABLs ARC NOZZLE OF SERIES SHOWN w • RAINBIRD f6 ssr Sr'luP 1.2 so C� m F/Sl ' VALVE KEY 102"S , C04MOL VALVE NO. is is sr 4S 6r es 7S 5 / RAINBIRD ESP-MCA)ULAR WALL 2'S T 1 / 4 MOUNT CONTROLLER - MOUNT 5'-0' , y � G.P.Y. _ so 1a 26 to to J'4 ae cy 2 / • ABOVE F.F. 12OV. PQWER REO. TO , / ,• 6 / CONTROLLER. 1 1/2 SCN. Qj C�oNTROL vALV�e Blas 1.d 1.0 1.o i.o 1.0 1.a 1.6� ALJ CONDUIT TO BOTTOM OF W S / 1 CONTROLLEk - SWEEP ELLS REQ. � t DESIGN CRITERIA o S '4 , / 91W DESIGN OF IWZ IRRIGATION SYSrsJl1 !S BASED ON e6 P.S.I. • Q / 1 Vim \ \ \ 40 G.P.Y. Cie IATES / V �I GENERAL NOTES _ / 'RECORD DRAWINGS' ARE NOT AVAILABLE - UTIITY LOCATES ARE REQUIRED BEFORE •LANDSCAPE CONTRACTOR TO INSTALL ALL SLEEVING. STARTING WORK. •RAIINBIRD SERIES BOD:XS rO BE J806-SAM—PAS. *ADJUST HEAD LOCATIOAI S AS REQUIRED TO AVOID E17Sl7NG FIXED / •SMO VALVE BOXES Psl4PENDICULAR TO WALLS, WAMM AJW GUMS. / ,10 • *INSTALL PIPING IN SAYE rRENCH WHZN POSSLwJ- / r a •INSTALL HEADS PERPENDICULAR ro SLOPES OF FAVISH GRIDS. -PLACE TSO_(fit) VALVES IN SAYS VALVE BOX WKSN PO�SSU". VIM= HEADS FLUSH WITH MP OF WALLS, WALKS AND CURBS. 1 / �INSrALL HEADS A MAV. OF 1' AWAY FROM I•ALAJ AND WALKS & f' j MAV. FROM BUILDING FOUNDATION. i WHERE Q.C.V. ARS SHOWN ADJACENT 10 CONTROL VALVE. AVSkALL IN / t VALVE BOX WITH CVMrJWL VALVE. Q 'Q ll�j ,• / 1° - I I 1• )OTO NEW 97E WOF4( -OSTCATE E) ING CONTROL ET1NU TERMS. / AND RECONNECT TO E EXIS'tMG M.L. V I 311 ! P ` - TIE INTO EXISTING Y.L. WITH 1 1/2r PVC V STUB OUT - PROVIDE 1 1/2 PVC ISOLATION r"'LA'4NNIiM.R� / - VALVE rO CONTROL VALVES ! / — ( EXISTING AWNLINE - VF)UFY SIZE AND CONDI71ON 0-REGON 4Q ! POINT OF CONNECTION Irs Rsl?.) ,Thk„ ,�,,�,+,ere$"It a"lows W , .emwvkoofgqvbW?a loiw w ,K ! — ftlane.PwIns,,Arae K A of 0 1 kr..e,w•.A.dHftdwm K_ / ! � v ISSutD f REVISED DATE Eua.w aim ams rLQ ! NEW PAnpy" SPACES B'r�NG CUT OUT OF EXISTING LANDSCAPE ! A. RELOCATE EXISTING HEADS AND LATERALS AS RECILWED. C � — u . . . . . . �. . . . w . r� . . owl . . .� .. . . .. . . . t' . � � � � � � � � � � � tr. � �r01 Now • ORIGINAL ISSUE DAZE 0�.09.0� NEW MAT04X Vog Vow am win 0 DRAWN BY aurin CHEMED BY bb ' IRRIGATION PLAN BEIOHLEY �C ASSOCIATES INC. a ■ ■ • • LANDSCAPE ARcHffZCTURZ AND PLANNING 16640 N.B. Cormell Road. Portland, Oreton 97111Ef 1► (!SOA) 649•-4706 FAX (609) A46-4706 JOB#: Ob64 L2 ' ., of X38 l IRRIGATION PLAN L1 SicAI.E: 1' - 20'-0• R M ,t yY1, ate d n ltr kMN ' AM1. ;, rt� ryn a•. w ,{t r?r+,i :'d C; ' 1 �ap •.. ., -' 1C-r! . .i..�'-/".1 .,,. .',.. ... :.� ,,.. � .. P J� � �! Y. .!Irf'. •_ 1 -.- ,.''it'. .:el:it1.•{, ., . . _. . .. ��- 1 R'�� .. .,, �r. .....,..,, X71 �.:�Y�.•t � ..,.,.. ,A.-. .. -...: � , ...,, .�� ,+w., .... ::-;� ....r..-.:m..... Ats9•'4 "e�'f z . ...-_,....-_,..._.-.-. �... .-_•..—.—..�.-..,.— .. _ ••-+. � """�A'•^•��yl�lM ..,.,,,,,- ,. _. _ � - - x'�rc'�Ieerna.-�-'^aelt"`•:,,- ett'eKyRtte.r.. ,�.'c, -.- �+:.. • ' .,;1't{�x.y�.- ,D`�rBT.�,�a.,�' ,IP!t)�� 'f I-'i' , r. w•y,(£h ,t.�t�" "�,.;fl f�,�r ;J�'fc i�•`� Y RI(�' r.. �r�r � .d�- NVd.� :i•>: z 1 y ' '�r�' wY$IL'.I,.i a .L.'IVT'wMM►iAR'.�'.1'Mis�T'MPMII�V^. ^�Sf7.W.. rtlC!! .... .....i 17J(� r-a.�w.rW.Prkrl ,.-wnr.••.,..,. etrYY.IrMleml... aylu. l.�h:._,aaw.t7,w�w�.�.,,t_.... .a:•sv.�Yr^. -v:...l.-__�...�.. u-aa.,.�r� �..avew' tO''-..:- ..d^wBCt"?•t'►x,Y..rr�..R.. •. ^l..�-a:+.►isw+:Yat-wnw..m ...-. - ... .. .... _... �-...w!t .. _ ,. .. . -.•.,�.,�,..R,:.,,,.,�;,;t,,.,,,I,,,�,,.-�..., y.+.r •'•,,.,.. t...� r^_• r•['mt6.ea . .-. �•-..�'�J�' ..>s,...,.......,,.-.-.,... .•-.r...-»k.:,.-a-,ws,..r+.h .. - . . ,..w.- ..•. . - � �- yt.«.se.: .. _... .- ••.��Pr'y+�Il�`-�..3�'�':w:-!RP!+�1.... ... t< r+ r r, 'S 4 yN SPECIFICATIONS IRRIGATIO CATIONS MATCHLINE i i i w M �. i �� O �� i w i i �� i i i i i i i i i �� i i i i i i i i i i i i .� i i i i i i r1 Y i �. i w •i �� r" i �I "t• r/ i w i i �� i i r" Y .� i w i i i i i � w r•I i i w Y i r" i t / O 1• LANDSCAPE CONTRACTOR:_ The landscape Controctor must have an Oregon Landscape Contractor's license; business license and show proof of being able 01/ — to secure a performance bond in the State of Oregon. Obtain and pay for \ \ E)OSTING M•L ` any licenses, permits and inspections required by the local governing agencies \ and utility companies. �\ \ FN AND / \ 2, 9G Q= ___ PLAN: The laynur of the irrigation system is achemoilc. Actual / a • � 11� 00000 -.0' /� -000 0\000 placement may vary slightly as required to achieve full even head to head 4 / coverage./ / •/ 3. VERIFICATION OF DIMENSION5: Defore proceeding with the installation of / any section or unit of the irrigation system, Contractor shall check and verify the correlation between ground measurements and the drawings. Mai4 Pa- / 4, eR07JECTION QF UNFINISHED "K-- Provide protection at all times ample � LAJ ��'` �. / to keep rock, dirt, grovel, debris and all other foreign materials from `LJ / entering piping, valves and other irrigation equipment. 5. EllHR,QNMENTAL CONDITIONS: In freezing weather, do no solvent welding of PVC pipe. In rainy weather, do solvent welding of PVC pipe only under cover. 'ter �• S• LLTL1JLL4!L Protect active utilities encountered; notify persons owning V / some. Verify locations with General Contractor. Q •, / 7• (`.lI R NTEEGuarantee the irrigation system, or any part ff, against defective ma`larial and workmanship for one year from the date o acceptance. Correct the some during one-year period after final acceptance LV •. / / without o Owner. Include snres'�at{on of oil damaged Planing• PngorotherimProvementof anykind. ^ i��■s � •� \ eRQDU0.JL_ .4 A. GENERAL: Materials and equipment shall be new and of brands and + �. types as !,hown or, the Drawings. Automatic Controller and Automatic Control Valves to " by some manufacturer. W J ' (2) 9. WORKM SHIP: UJ A. Highest quality in all respects by C.)mpetent workmen skilled ^' their � trade. J B. Installation of all materials and equipment shall be In strict accordance with manufacturer's written specifications and 1 reccxnmendotions, local and state codes. M 10. EXCAVATlO(N AUBACKFIL!;-- Oct A. Pipe trenches straight, or "snaked" alightly, allowing for expansion / \ and contraction of PVC pipe. LU 001 B. Allow for cover depths as follows: All pipe to be 12" ruin. depth for aC / laterals and 18" min. depth for mainline. 9 / C. Backfill any excess excavation with suitable material free of rock. = J \ D. Bottom of trenches shall be smooth and free of rocks and other c3f PUL NEW 18 CONM, J I� objects that may damage pipe. Allow or adequate slope to drain t VALUE WK I'M �. _ONTROLLEk / \ system. test MT 14 GA COMMON WIRE TO I E. Pressure test mainline for one hour before proceeding with backfill � operation. VALVE n n ` F. Backfill to finish grade, place backfill carefully around and over ZS \Vpiping, removing rock or other material that may damage pipe; wet and f C1 I / ;� 3 tamp earth in layers not over 6 thick until thoroughly compacted and N - \ settled. TAP DISTINO M.L. VERY V SZE AND CWTION / 1 1/2" 1" 11. INSTALLATiOhL PROVE dt INSTALL 1 1/2• I IA. Control valves and Backflow Device: Provide as shown on plan. N P O DE & INS ALLVALI J 1 1/120 � V � Provide Vc!ve Boxes with locking lids as required. Valves and / Controllerw Device to most P Van requem of some nts of Local aGoverning BodyCfor oback ow prevention. 1 �• / (Verify). a System to be Installed as y.;:lgned; any changes to be approved in advoncd by the Landscape Architect. B. Manual Drain VoAes: Install on moiniine to drain entire system. (Show on "Record Drawings"). / \ C. Set Valve Boxes perpendicular to building walls, curbs or sidewalks. \ D. Sprinkler Heads: ' a r \ \ 1. Install sprinkler heads of types, sizes and coverage called for / Sprinkler rinkler Head Key, at locations shown as indicated on Drawings. 2. Install heads on adjustable risers unless otherwise noted, set adjacent to curbs, wolks, and walls, flush with finish grade. / 1 1/2 Allow for mulch depth as specified in planting areas. + l° E. Pipe: Y 1. Lay pipe in accordance with best practice substantially supported \ at all points and "snaked" slightly allowing for expansion and \ \ contraction. 2. PVC Pipe Joints, solvent welded except as Indicated. Cut, pipe square, deburr, wipe from the surface all saw chips, dust, dirt 0 " 1 moisture and all foreign matter which may contaminate the 1 comented joint. Apply primer and solvent cement, make joints in 1" 1 accordance with manufacturers recommendations. 3. Provide a leak resistant joint with freedom of movement at al; 311 V awing and/or swivel joints. 4. Use Teflon thread sealant tape at all threaded icaints. 5. G.I. Piping: Clean out threads of standard leng1he not more than two (,2) threads showing at joints. �"' AM M 6. Prior to backfilling, notify Landscape Architect for Inspection. R am i F. Control Wiring: OREGON 1. Lay in trench under branch lines when practical, for maximum protection. Use wire sizing chart published by manufacturer of Control Valve used. 14 GA. required. 2. Wrap wires at 10' intervals.. Provide 24" of slack at Control Valves. o Wire splices to be done in valve boxes - Shown on 'Record Drawings'. 0 erg may~rinlim w*K 3. Elec. connectors: Scotch-Lock Sealing Pack or 3M dby splice Thw dommenl..nd rrw Ween WW d ftw. rnmrparated herdn 14 an In"run N" connectors. ,r..�.r.�of 9"W"•r hoom Anthe*+e M• 12. fl.Ll5U1 ANiILTFS]]NQ: km,"m..t«r.n�011W +.r.eled ede a8. A. Flush mainline before installing control valves. Thoroughly flush i„dadr60@1 . "asdeforiwao entire system before testing and installation of sprinkler heads. "O * * ; W .now B. Test all piping, valves, joints and fittings at full pressure from of sar•k"W Pw*w*ArckhWwe M IRRIGATION DETAILS the main source of supply for net less than one hour before inspection prior to backfilling. C. Make watertight under test and Immediately correct any and all leaks ISSUED I REVISED DATE or defects found and re-test. D. Contractor shall have backflow device tested and certified prior to final inspection and again at the end of the guarantee period. FNISH GRADE Copy of certificate to be sent to the owner and a copy to the Landscape Architect. -OL-2-4- OIL ON MIHOL HE _ JU EU:C?RIC CONTROL VANE 13. ADJUSTING AND BAL,ANC1dSr:__Adjust and balance irrigation system to provide uniform and complete -coverage of planting and turf areas. ~� FINISH GRADE 14. Keep premises reasonably free from accumulation of debris. On cam a on of each division of work, remove all debris, equipment and -- TYPICAL STANDARD VALVE BOX EXTENSION pp q FINISH GRADE POP-UP SPRINKLER BODY survp us materials and leave premises in a neat and orderly fashion. W/ NOZZLE As SPEWED FIBERGLASS VALVE BOX W SOCKING UD 10" ROUND FIBERGLASS VALVE BOX '•'3. During first year guarantee period, shut down and winterize sy�cam ,no later than November 1st. Activates tem in ring, no later ORI(�i�Al OSSUE DATA MIN. 1 CU. FT. WASHFO GRAVEL SUMP adw 1/2 BARBED ELL FITTING W/ MARU:X . ! A " ys .• STREET ELL �€yen Mo•• ihth, and balance for coverage. Provide Owner afore final _ ISOLATION VALVE (BRASt:) W/ SCH• e0 payment with Record Drowinga of irrigation system showing drain valve D� gra ��(�(FD$r ils _ PVC FITTINGS• locations and other revisions, including product information on all 5/4dxl�j* COMPOSITE PLONG P-V Q MAINLINE AS NOTED materials used 1/2' POLY FLEX PIPE r- tea MIN., 24" MAX. . UNDER BOTH CORNERS NO. / IRRIGATION ......... N0. 5 REbAR ANCHORS �� PLAN t 2" B.t1RBED ELL FITTING P.V.C. UNION ON ONE SIDE OF yAL `: ` THRUST BLOCK THR �IDED NIPPLES a ELBOWS TYPICAL `: P.V.C. LATERAL UNE AS NOTED P.V.C. MAINUNE AS NOTED BEIGHLEY & ASSOCIATES INC 111111 o 011 0 1111111 00 NOT USE SIDE INLET LANDSCAPE li►RCHI'TSC°I'TJR.E AND PLANNING N GATE VALVE DETAIL BRASS POLY FLEX RISER DETAIL 1800 SERIES ONLY � (503) "3=4�e i AX(508) 3-47 Oregon 97M CONTROL VALVE BOX VII' EXTENSION DETAIL ISOLATION ,� _ l,3 13 of 38 C O NTS (PVC WITH APPROVAL) N� NTS 1 IRRIGATION PLAN t SCALE. 1" - 20'-CrPermit Documents I W 0111011 {,,:.- -°" ,. 4+" 1M1 c1 ,»,q,•, "IM'R r . 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N 0. 4 2 9 ..7 I{•AR 17 �.�• �i •res.,�` • . .. .. +•..rte.. Fix 916. 3T 0 WASHINGT - I° � w!� � t7 BANK a .. °---� MUTUAL \. uJ = BANK w ° M T � 9 '9@) ° . .. r MCDONALD'S ''i .b REST. Q +,948 S.F. " N 0 o �- W A $ PLAYLe AREA ° m v m a o o c� ® ® ® •® m ® ® ® ® ® LA I= .� •� z 44 L.J.J .. LLJ >w LLJ AREA OF 1 ( / .►C °„ Cie WORK �) ' � °" °V = � FH TO ��,��•--RAMP TO 3E DEMO'D REMAIN —SITE LIGHT TC REMAIN QUI ----a I L LAJ TREES TO BE _ O ,,,,,,, f— DEMO'D 1 -- —�.� ° F— V - �, \ - - - - -�7 .L� �7 - - - - - - - - - - - -� SITE LIGHT TO _ _ — &" �-,5-- �• BE DEMO'D ,4* T TO BE D.S. D.S. D.S. I H N TREES � 3 � . DEMO'D RETAIL i -CURB TO BE , \'�,\ �' RETAIL 4,225 S� BUFF7T ' CD TREES do W DEMO'D, TYP—� UTILITIES TO ( � " +/- 9.6189 r- REMAIN j. --- ESTAURA i © TREES TO BE ALBERTSON S RITE AIDduo 6,747 SF I DEMO'D - , S +/- 43,843 SF T DRUGS T I CONCRETE WAIL ti I W/WIRE MESH �\ ° ® 27,461 SF ®; FENCE TO REMAIN � _ 0 DA 0 CONCRETE WALL. �� I WIRE MESH FENCE do d a ' CURB TO BE DEMO' • RETAIL r " • + _ +/-9,600 5F „ ® � PLAYGROUND I ' ACCESS UDS � �. ©. �, O. � �„ TO REAMiN as. I LOADING I � COMPACT ° _ LARDING \ • C06;*ACTOR V CURB TO BE DEMO'D, TYP co yq� 1,400 SF 44- Lp SUBWAY L �w� -, VL ° TREES TO REMAIN TREES TO BE -- ••-- ••—�-- oEMo'o RETAIL Y ► � �RRY R. bATfIrCBt J ° � \�f�j/` +/-3,952 SF 6 HIGH FE►'SCE I • unlo. Q �\ t / � 180.08 I r'� TREES TO BE 3 o1 DEMO'D I NORTH m 2007 Mftsin ..►..teen kfcMftdwm K DEMOLITION SITE PLAN 'M 4,;an,��; SCALE: 1 ;50-0 Arddoom " mW9 taw. s ` 24.7 ( kioy A d-p � �aw sobw�...�iv�fl.+�ti \ \ '� v ` (E� WALL MOINd1EI' III" !w1�Mf�M MwM71Nr bow,wM l AREA ROK T FUc1URES o I � �M.MN.�inhi .in 1w my W0 - MARSHALLS 2e.52 I di R i ISSUED/REVISED DATE TREE TO BE # DEMO'D � I Q^ --(E) BUILDING I A � � q � 233.30' N � KEY D uI ° _01 "�i Y I CURB TO REMAiN' AREA OF 111 ', WORK ?.174 S F \ 28. Ln DOLLAR TREE CURB TO 0E / (E) TRASH 15,041 S.F. I • DEMO'D ENCLOSURE I WALL TO REMAIN � I ORIGINAL ISSUE DATE 04.09.07 _ 204.77' -' WALL TO BE CURES TO BE 160 DEMO'D _. . DRAWN BY ik (NKKED BY PR ° / DEMO'D ° �, TUESDAY MORNING TREES TO ((Eco 8,WA0 MpF�JNTEO LOADING • DEMOLI'110N SITE REMAIN, TV GET FIXTURES — PLAN 0 4")Pik _ - - - -, - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - r- - - - -- - - - - - - - - - - - - - 26 BUFFER Dml01 b — 6' HIGH FENC 7 PEkdlT DOCUMENTS f 1iI i • qj lin III fill 111i p Jill A&J' 11111mi wol I dill rult 911.�llo � , • ♦ i • _. F w...r..: .._+.:...:.., ..s,ed+r.w.' P .,,.,,,,ee,uam... w.Wirfi` - -..+ _. .•same... _.,._ ... I 4..• �,. r,u.....: Ts a Awa' ..aw�•w.! vow. sswwr...w-0w'....r•-.:>-.w'.w.s...-. ..;..—..,a.,-.••.w. .w,rae..A.w.lYwrWMn.f. .r.w •. .:M..-.w ...r .A-r.T.ww.cr.r•.-..+wn.a..r..+-._ -_ :._ .... .,•...yr_...--.yi' :..•n.. ..w.w+....•-wac iu . t .'t-• a:wraYn...... ,.... •. ..sr..•ti►:.::-stl1..�.0411..�..^!rti•.uw+.rar•.+•rArall9.1�.."16n.•r.e..R.dez�:k/.l.:JiMC�7f-"••r.:_....�•W.xKt.M. rrircfls'-Yff'.'..1.C1�bs.w+r'r:aosar-,.n.,..r...•�.•,nn_ . ,Rv.-w -_ r.�li7Y��ei..lirAlw�'d1a�� .sem . ..x.n. r+Mn.w wlM.•R.r.. ,,. x. _ .M'•k,M.. - ''i. r r •N r� 11�K- 3 r: ;'a •h:7 :�L•i. �, • S.W. DURHAM RD (C 0. RD N0. 429 .Yf SAN v! M ca NMI '�A 5• • " ■�.._1. . .r_..... ..i..fir••. »..r.. .. .. .. . � � `� '�' P IL 0 WALT C%4 C PpmI cm _ ST UNC "i WASHINGTO � - BANK MUTUAL — — o J�mm .. • QD BANK - -; — _ - A T ° o QI �A i..J V :.; CDNkA o 0 MCDONALI = g p REST. 04—SF 8AA LLS Kj CD •�, PLAY AREA .. ,.. . . ...rte.. .. L� VISUAL CLEARANCE u- , I ® ® ® ® ® 0 ® 0 ® ® ® 0 0 0 � AREA OF ' WORK —� '"; I I .b Qr .b I I ° o�cm a0C o>•w vo aw aw =1=4 Q VISUAL CLEARANCE — -- LLA w Le a 8961 / ■a N �• e / . / D.S. D.S. D.S. N T- 04 Ac RETAIL , . .IL 0 ' / o RETAIL 4, 5 SF— BUFFET+7797616—SF ESTAURA I Iss— lp w / ALBERTSON S RITE AID 6747 SF I s +/- 48,843 SF DRUGS I . ---� v� T T / I 81KE RAO( F / O O 27.461 SF 3 8KES / o� LL/c O \\�\7j RE TAI L +/-9,600 SF cat.. ■ ( PLAYGROUND � r o. i • r I o.s. LOADING LOADING COtrIPAC T I I — J NEWTR 1 1-1 / O • COMPACTOR . -- pum c T co - ` - - -- - Al - - - - - - - - - - - - - - - -- - -- - - — -- - - -- --- IL / o SUBWAY vtRY / \3 RETAIL 6' HIGH FENCE E�T pm e>mY ' / +/-3,952 SF I I TU1N�. n 0� \ \ _ w wenn�o PAL AV Dow 10 an WwoMc hto�r wro �l M 180.08' CONC WALK TAX LOT 1800 OF , 3 NORTH TOTAL AREA: .56 AC t�7 O.nin�..�+m em An1�b@Mm K 4' WIDE CONC WALK- '�!" '� Q Q 1, 19— . fn horNn Is on lnohuwa"o t SITE PLAN . < .r .r » ' » "is"stOR_-t.awr IM Idw orr Mrleoa 7W 00 of w+rMo Mr�ww►roe mr&*Ioso we K. / 24.7 )) I t 0 SCALE: 1 =SD-0 1■wl��ommi w fi oo �a �►' (LIbfT M71.11IES� ■ iD o-gyp a El �• .�not fio iw�i M rMM v M/orr Ir Twp AREA OF adr� � WORK _ MARSHALLS 28.52 TA LOT 02 \ I \ TO L A A: ISSUED/WYISED SATE ao AC 40 I 87 TAX LOT W i OO TAX LOT 1900 �• ip \ \ ,� I TOTAL AREA: 3.90 TOTAL AREA: 6.07 AC / I I J�I1 6' X 15' (E) BUILDING v=_ g 233.30' (14I TAX LOT 2600 �.' - -��4onn___ T---- --------------- , AREA OF ��DIIV O a a I TOTAL. AREA: .56 AC B� / I WOR ?.174 S F �t�\\ \ \ / DOLLAR TREE 4 I •/ (E) TRASH M , ENCLOSURE ^ 15,041 S.F. I I .� 204.77' � -' I • —�-- -----' ONGIUL ISSUE DATE 04.07.09 160 � DRAWN 81P lir CMEM IFf , N o / I ° 1 TUESDAY MORNING -rANMI M ROADWAY 8,n00 S.F. 9 LOADIN '01lo•EASEMENT m P.GE. (Ey WL* 11VAKU A L M TED A M T T DEVELOPMENT ITC / CIHT FIXTURES TAX LOT 2500 STORM DRAIN TOTAL AREA: 8.43 AC PLAN VISUAL CLEARANCE 0 �_. A ° a ,�(r NORTH TAX LOT PLAN FOR WCTM 2S115BA VISUAL CLEARANCE 1 o, _ _ , _ _ _ _ _ _ -- — — — — — — — — — _ -' —` — 26' BUFFER ` 0 SCALE: NTS Awl 0 6' HIGH FENCE s._.. .—"�• .. PERMIT DOCUMENTS .f a- : .... r. J • � qjT rJTTrpj1T 1T T1 TT1 n�ITT I I�I � . �•• '► '�'fi ' • f -J , 1� y;�4 10, ' 4. y • ' .. • , " • • • ,' �, rye. , h+wMMM:1P.Yo'fi,r!ilr'.Q. 1A1RI .W •r*-o—,YNYIW.I' .• � . � ` ' , ' //t - - ytµ.. _ __ r_ Z•O••"•�'_ _ ''�." . '. "•....- w. 7•.'b-S .G• w,.•Mw'V."•wn..K. •I.'I.Il :r .. +wsa. :i. ..im..+.1�o.+YaeW+r+YMLr+ettlln .,nwrrs..,.,,..:...r++..s„w-- _ - .c, - ..: .s,.:+....._..ir..+....•.+.4. •s:am.ac.,.a...wlrnse ......` •:.»„w n, -, ror+ .+. .rw+.w:..'•w..M_., a.rir...m+.u,rn.,wrr�Yr..-w•vo..•�ww»a.».00rw4••ar...wo+:a..•,,.,. anr,. t-n.. •• rs.•�rwreeocosr...�wtiraa.ra+Ma• nrac.a . .-. ,.,_.•....,...o.;r... _ ._ . .a•c.,.rr.wn-...a► *.R'.ww•`•«�_-..,•AFfswN!':c .l!rr .•Tc:;z •r...-. :.•: ....... ._. .trm = f 'f { I J• I Z. 'JR ti r I•! a} } I I 2 3 4 UN `.,.• — tt:•75 j v ll!� qj -- ---�\ __ 28'-11 1/2" _ 28'-11 1/2" 7'-0- �UL 24a1 A 2'-0" 2'-0" / "'--1 1/2" 6'-,0 1/2" 20'-0" 20'-0" - 7'-0 1/a" 11 3/4' cl-Vy U� � SION i - — J -- ALIGN WEDGE A - OF BUILDING • O AN A CN A. o - 6 8 o V W I B _ 6 _ 6 6 B NEW WALL - ) iJ;AA ABOVE ABOVE - 6 ABOVE - 6SEE CIVIL— - F BELOW B OW BELOW E eswN Flo I - 6D ( Ll BOVE ABOVE - 6 NEW I -- - BELOW BELOW I RETAINING - j I o i"'J CURB - SEE I N of I ® ( 'Q, � a . ' CIVIL w �' + LA V1 A I �, I I I I W ofo W „t _ I z n ALIGN _ _ - - - Vie/ B _ 4 _ _ _ C3. WEDGE OF B I - - 6 � BUILDING ALIGN W/EDGE I BELOW cm W �1 - OF BUILDING � � V N I I m a wNot I I I e>� w LAJ ALIGN W/EDGE OF COLUMN d 2 00 ac MIIIMI NMI I N 71.1 O LA JJ A ALIGN _ p - - - W DGE OF ALIGN W70DGE -- - - - ABOVE - 6 '9 I CD 9UILDING 4 t 4F BUILDIN I � LJyr - I �� 0% r I a ago II � FINISHED O 4c m w FLOOR I I I aw W T I ELEVATION: I ,� _ 178.50' I ' I I =) / ■ N I AA ■ ( c L � � o - 8 ® I I � 5 r. I * A301 N I 3' 6" N w R 'D I I I r w ` C• — ' I I i; t —A \ 'Fj I ALIGN INT FACE OF NEW - - IAA W/EDGE IGN OF - WALL W/INT FACE OF o Be _ g _ r - 6 BABOVE 6 - BUILDING EXISTING WALL A ALIGN W/EDGE AbO�- _ + BELOW BELOW OF BUILDING do _ COLUMN I— ... .�. .... M r Q I � ALIGN W/EDGE I I I I I I OF COLUMN .TERRY R. HAYSINGER N I I iI I RANO, �R i. I I•� 4 T V Q = I _ 16 � of o ALIGN; I .. �_ N _ _ ` W/F�GE'LAF th O — 4o z - — — A6 8 — _ �Inewpo.Mli bonon b annIin0mon.nll 6' ILDING'I_ _ -ALIGN WEDGE E '- - -- - `— - g of .. i.w.r.Parown AMINOW SPC. _..._ O F BUILDING TNG do ♦ - �.r.Inp.r.In.n M�ILa/a..K r MM A o B D �— - 6 BELOW 1 I I,d;,ai,s°""r'' . ed rwho. Tm,dompow C.OL'JMN ^ + ? $5140 ow be;; In v*nb or to ro*br 4wq I !'F�.r•I ! Q 6'-3 1/2 OB I s" .. .. .w..til W ■ ■ 6 I I o o ® LYJ N ISSUED/REVISED DATE E � � I p1 1 01.10.01 s^ • I O N 1 LVJ w °' cc ELECT �'�}> � ' �` I i ELECTRICAL ROOM _ ��- n ROOM I 4r6 D I N � ■ C I O N ■ 'f r Q, I 01 -. 6 1 1 I ABOVE - 6 1 I w ILvr I I BELOW EXIST ■ AA N A A d RETA14ING ALIGN WEDGE � _ 8 FIRE � A B - 6 -- 6 B � WALL I � ..�@!!Il TNG �' o RISER ,n ALIGN FIRE RISER ROOM �)) B 8 ROOM _ 6 - 6 BEL 4W 0� ABOVE LOW- 6 0 WEDGE OF - BUILDING � ORIGINAL ISSUE©ATE 01.09.01 — - �-�� A � DRAWN 611 lk CHECKED 6Y PR 4 c d 4 � e _ 6 M 1/2" ,' FLOOR PLA ®EL 2'-0 3/4" 1'-11 1/4" 7'-0 1/4" 11 3/4" I EQ EQ _ _•—_ _-_- EQ EO op & SIDEWALK Q , 3'-4" g'-0" 20'-0" 4' 0" 8'_0" R" ALIGN W EDGE GARBAGEENCLOSURE 60' -0' SCORING PATTERN / SEE SHEET 0 OF BUILDING 11 - -RAILING 9 CESS �'j,AN NOTES:, _ e �� A801 1. SEE SHEET A-001 FOR CODE 3c /13C'1 A� i 11 !�, p 38 36'-10 3/4 � =CRESS REQUIREMENTS -- ALIGN W/EDGE NORTH EGRESS PLAN NORTH OF BUILDING 2 SIDEWALK SCORING PATTERN 1 FLOOR PLAN COMSTRUCTION DO(UMENI-S SCALE: 1/8"-1' 0" g ALIGN W/EDGE OF BUILDING � .-h SCALE: 1/8"-1'-0" A801 RAILI�:G a e_III « .. . ., ZY2tlYi ..r.,,w.a.".ri...Kasr.;.ar+r�xm,w*inr.,:..•.��Ir.. .. ,. ,. . .. .. .. ., r. . "rw+b.s►..,,.....au+..w.3'a^'w-NI.+AwIF"e..+rtR.*1w.r.►. }' -.•••.4..-q4r srw. ..a'-L:iex_+i1:w/6.>./Tref,.Yl+aMIYf.Y. "dnw. •• .•"1.1"lIw4P...^Nwr_`•MR!Un•.I .tr+. va.tM*ht111bw.: •,. re...,+r -•. �• ' - •s ,/k+w.un.vi�►.f !•.w,•::..ryw",tirr+en+i.N •ams••t[.✓r,l•rlR.rsr.ee*r.aa.rs.SaQaw.:.Mf1.16YIifi:ws6+uRi"4Yrlien+.W.sK: yM.,"w e;'au: ,• ;...:. . tw•. .. •,+,n..-1!f••e. RvdR»:"IrJN.cr1PMlI+IR-a+l+"►..... .'��• :'tiib'ra9i+1C.•..iawYgl+:•,.a«..n.•:. .rnea•-:•171:�wr_-_ - - - - _ .. _ -. 'rV" t; . ••y:..K lt..l"¢ •'VAr1Y►• wr-- ._r - ..._. .,.w.. nberA^'dbn(uT^.tM,+h+ .kOAM.aiwMww.'ur.:.:Y -at+diY'. a I.� p ., •• .r-..-...,",i ,,,• ..y.- S:•ar'...'.IS4.:' .Y-'Sr.,w- ,. .. ,3'.-.<:.Wes..r-..w^TM..wnt•...y.,.r.,,;i'waw+y.M^ .._ „ewer•, z f`: '1 w •/N "J .y S „rJ- 1 ' in i RETAINER STRIP do MOUNTIN PER MANUF INSTRUCTION S� DETAIL SIMILAR. NO METAL ROOF PANEL VENT do NO GUTTER a RAKE COVER W/GASKET 1 2 3 4 STRF:,' NAIL 1 / `~ �- CANOPY- CANOPY 6 / 30 LB. ROOFING FELT BELOW 5'-11 1/2" BELOW EXT GRADE PLfWD COVER LINER-- EXTCND MEMBRANE FLASHINGS / x1 - - -- C 9} SPRING LATCH W/ OVER T/GUTTER SUPPORT ` / / i OUNTER FLASHING _- 28'-11 1/2" r " 28'-11 1/2" INSIDE-OUTSIDE -- RED VINYL GRIP HANDLES & EXTEND STANDING SEAM 1" PAST '� 2x RIM BOARD 2 -0 3/4 1 -11 1/4 PADLOCK HASP FASCIA, TYP. / 1'_1" b'-10 1/2" _20'-0" 20'-0" 7'-0 1/4" 11 1/4" AUTOMATIC HOLD - � • — ' GUTTER SPIKE- + ry - � I ~ J. OPEN ARM do �'~ PREFAB TRUSSES W/R-19 \ \ COVER RELEASE rPRE -FINISHED 41' AFF BATT INSULATION T PARAPET T PARAPET ��• INSULATED METAL +22.41 U _ 21 -•0 AFF 21 -0 AFF COMBINATION--\ COVER -- '! -- -- --- - -- LOCK STRIKE do --- Oj EXT GRADE PLYWD CAY PADLOCK HASP GUTTER SUPPORT �" " TGIST T JOTS N \ 0 a OG $ 0 ' _ -HINGE GUTTER I RD T JOIST O 2" X CURE GUTTER STRAP -" ^ 1 .6 AFF — ^ r c UFTINr MECHANISM n - HOUSING I CANOPY BELO - CRICKET l,j CRICKET _ CANOPY BELOW W 3 1/2" 3'-06' d I I � PRE-FINISHED METAL 2 1/4" 2 1/4" WTL FASCIA W/DRiP L�-_ EDGE, EXTEND 4" MIN r` _ � CURB W/ INTEGRAL 3 1/2- UNDER ROOFING 1 CAPFL.ASHING dt CLIP a� 0 ao 2 X 12 N � O as N DOWNSPOUT 2X STUD `N/R-19 INSULATION LAJ 5 SCUTTLE SEALANT I T JOIST I Z "� .. 13 SCALE V-1 -0 Xj" CEMENT BOARD & 16.50 AFF �_,. 0 � 4. � 6 114 Q A-131 SENERGY LAMINA = Ili � T JOIST �`� T JOIST I Lu cm a" SOFFIT VENT W/BUG- 6 3/4" 1 . .�``. , 1 A - SAFETY POSTS " " SCREEN _ �_ - -_ - _-- - cm W eru AS REO'D. FLAT BAR SCREW- 1 112' —- — `'�M``' �- MECHANICAL CURB in HVAC UNIT NIC AVE GUTTER & SOFFIT VENT � °' 13 SCALE: 3•=1'-o CANOPY BELO - g -- CANOPY BELOW IOt A-17 w 'os -PRE-FINISHED METAL DOWNSPOUT FASTENER 0 M �� 3•x X" FLAT BAR rj °D W BOLTED TO STUD RE-FINISHED METAL DOWNSPOUT N N WALL 2 TRUSS ROOF N OWNSPOUT TO TERMINATE = 40 41 AFF ABOVE SPLASH BLOCK I 34" C RUNGS (TYP) N MAINROOFOOF 7 LAIN ROOF 1 -BUILT-UP ROOFING SYSTE4 1 17.06�AFFw ht 31 T JOIST OIST' O w FIBERGLASS SPLASHBLOCK W 3 N 1 AFF 1 6 AFF I N C5 SOLID BLOCKING AS / - _ _ � REO'D., TYP. MASTIC BEDyS MiN., SET IN o a SLOPED BACK TO . ,. N CLEAR CANT �2'-V -- il�tjl ��,�`` iv ~STRIP, TYP. - SLOP �, �` -MECHANICAL CURB Q- HVAC UNIT NICN 15" a) ,�`-- 1 _ r CANOPY BELOW CLR. CRICKET of,p SEE ROOF PLAN T.O. JOIST CANOPY BELO s ACCESS LADDER DOWNSPOUT & SPLASH BLOCK N w I W ENTRY0 TR I a 0 30.95 A 5 3 SCALE: 3/4 =1 -0 13 SCALE: 3/4 =1 -0 L_I I .� -� RIDGE Q A-131 A 'C/ UNIT o: A-131 I 6 0 ,��' ^ N N N 115 i A301 WOOD Cl�,RB TO BE LEVEL. N T PAPAPET A201 N = 23.67 AFF C14 00 FACTORY CURB TO BE LEVEL CONTINUOUS ANCHOR ANGLE WHERE O1 a us REQUIRED BY SEI SIV' CODES T JOIST CLAMPING RING � r �—FACTORY CURB AFF N t° W SEALANT 0 _ - RI I RI _ _ _ cn -,FIRE RETARDANT TREATED �' --'� 2" X CURB, AS REQ'D D 1 _% �•, ,�"� MECHANICAL CURB -- 'n `--CANT STRIP PRE-MANUFACTURED MAIN ROOF ' - HVAC UNIT NIC M IN ROOF N T I1 I� FLASHING - FLEXIBLE PIPE FLASHING, 17.6 A 17.62' AFF CANOPY BELOW WEATHER-PROOF - SET IN MASTIC ENTRY ROOF I B TRUSS • } • +�-4 x� CANOPY BELO n CLOSER ANGLE 1' t� `t fii} • VENT PIPE iv 22.41 AFF N ,.:. . -REF. MECH. o g $ I 2 BUR 30 RIGID INSULATION ^ N 4 A131 aI YS � " BUILT-UP ROOF A401 N +� 3'4 EXT GRADE PLYWD CONTINUOUS WOOD CURB CUT TO 0 ROOF SLOPE TO "LEVEL" TOP ROOF OPENING ANGLE FRAME hI Lo f� Of O� S'EE MECHANICAL � O x003'Mrslnesr►onnan ArcMswurs►C T ,101ST T JOIST T J01 S T TMs domman f,and Ow idem and daslyns DVMGS. FOR OPENING , — N Incarponwod heml-m Is an Insmomarsl SIZE AND LOC. L 0 17.06 AFF 17.06 AFF - 17.06 AFF soar.I.d rNs►ha+ssssAr#awunrC L I POft rr Andduern K•ok*m all 1 `.` ,.� law,slastrswAa�rny.wd 6"r rosarvaa Asms. MECHANICAL CURB 4 ROOF VENT (IF NEEDED 5,6 MECHANICAL CURB MwliMv�N«111ii nr.►ft �ow illm 3 SCALE: 3/4 =1 - 3 SCALE: 1 1/2 =1'-0• A131 � - HVAC UNIT NIC '�M'"'o ,do"'�" Q A-131 0 A-139 tp CANOPY BELO ` ! 11, — OPY BELOW ISSUED/REVISED DATE o I ( \ N 1 0 EwT u oum Aio6.o4.w W I O � 2' MINIMUM ^ ai —OVERFLOW RING (RETENSION) N CLAMP RING STRAINER CRICKET ( CRICKET - � T JOIST BUILT UP ROOFING d 1 23' AFF ACCEPTABLE FASTENER AND 0 RD _f -- _ PLATE, 12" (300rrlm)O.C. ,� _~�_oo _ -^ 0 A � N — OINGINAL ISSUE DATE 04.09.07 DRAWN 9r lir CHECKED 8f PR �T 'PARAPET T PAR PET .� 0 AFF 21 -0 AFF � t � I�_ ROOF PLAN & _ T JOIST _"-t-_ T JOTS -- 16.23 AFF „ " 16.23 FF INSULATION TAPERED 18" TAPERED DRAIA NOTES: 2 -0 3/4 l'-11 1/4 DETAILS I (430mni) AROUND DRAIN 'rte 1'_1" 6'-10 1/2" 20'-0" 4' 0" 20'- 0" 7'-0 1/4" 11 1/4" DRAIN PIPE ALONG GRIDLINES A & F AND WALL - WEST ENTRY WING 'HALL ® GRID LINE CANOPY 1 CANOPY I C TO BE FiRESTOPPED & VENTILATED BELOW A301 BELOW EVERY 160 CUBIC FEET. FIRESTOPPING TO MEET CURRENT r.y �O CODE REQUIREMENTS. VENTILATION A-1 3 . ! Q TO MEET CURRENT CODE NORTH $ ROOF DRAIN REQUIREMENTS, GC TO ENSURE 1 ROOF PLAN PENETRATIONS ARE WATERTIGHT. PERMIT DOCUMENTS 13 SCAB: 1 1/2•=1'-n• � 13 SCALE: 1/�"=1'-0" br A-131 D: A-13i y .p ■1 � h .. , w: ',. •,rte ., .• -_„..,.-.,.., -. - •�" r'�' `'"�' '1A, �, s�,w• u ' ,:`. ! � 'r. ..".lulue�n . .w. Y..• - ,• .�'.'7:f2�.!".r• Y ,�:'ri,'X�:iMh1'' .r -ITT]I I I I ,.., :.. 1 T j 1 TA is17.z ON FlolliClAill F1111111 pit 'c , a 111111 I111! 11111 11, 111!1 Ate,. • ,1 ;'s r i „. .. ... ,-....,u-M.'w...:_.er....,. ti,.=...,....:..--...,,......rw,,.►.c.,.,,,a'. I.•eM..t•.a.,nr.. .r_.•......_...+r.. �1' � 7str cG,.u.+r+iMe.rr-Rio,nnn.+ ••a:opl-+,'. .wu•.r•.lw.....^+..r f¢.:. .'a.a,e:.r..•.+,aer« .L M"a.^^r. • .,... +Iss.✓tfA#- cll'4x wv-/IlIILW/I'.•NAI"�"w.A'_• '9':..9C.1.W'.l...l'Sr.+11r1-:.,G^A.W,.IWYMPIMW.J.YWWIgC. 1l,f/'TYI:, :T•... .,+'�'L '•11�.•1�17.�" t' -L: .ui"M+ h di.'cM. •` { •"S. ! YLT ii Y-hWMTi6wir, tlM. ._MWiNYM1WYl;B'�WI.F']lfill.,l�M'rrAwW.'✓4 •`rL..MI• :. .7W+ . •... .•V •w+Ynu• tfM°w.+'+.....:. 'sY!'..1 -w4►'Al.ww ..... .J..*�MMb'illWmd6•�.87'4.'iY:'t'ri+4 M.k-..eW,... ..• .._ w.. ..,a ., n-. •,+.w •na. r.+ww a ._., - _,... ... _ , ._ .- IarMl •L H 1 ".A: r a r L.' +r r �a r, D-1 D C .9 F E D.1 (D B A b 0-00 T1 ENTRY ROOFr . 3 t , A301 I, AR%P T _ - --------. _..-_�__- - Ap 1 I � ROOF •,---. - - -�- --- -- .• , ' --- - -- Omni • -`�-- ---- — .` .—. _. . -- - LINE Q . ' :,. •.., „ ___ _ '.. . . • •' . .•.:• .. '.' .." .• - T caq Q. +T/MASONRY --_ - [ �tll W c •- Ll - . .' •. .. •.. ' �■.r = •.� ate. EQ E W n .. s x x x x x Lp x x tl s _ cppm S X X (ja FF - DL 4in o _ ,�, - i S I -'t, =- - - - - - rv't w x x S 178. 0. - x x - x x if x x w - x x X sr w x x if x >s ,r Lf1 LA # N L ELEV ® ti 19'-0" 4'-0" 23'-0" v" 24'-0" 4'-0" 23'-0" 4'-0" 19'-0" 8'-0" ` - C e 5 ENTRY ELEVATION - 140'--0" Q ' 20 SCALE: 1/8"=1'-0' I SEE 5/A-201 FOR CkC °� � ' tttttlr ELEVATION O ENTRY t EAST ELEVATION t� u"1 20 SCALE: 1/8"-1'-0" •C en Lin W A g C D E r7 ®tl: c D .t■tt■tttt■ N .. 23'-8" a _ t ROOF +T ENTRY ROOF *2.' 0" i LINE- --�- -- - -- ��- - -•-; - .. � d � p 1 ARAP "-- �- MASON Y 6 WEST ELEVATION 0 ROOF - - SCALE: 1/8"=1'-0" 20 0 ♦... EQ EQ +2 A F B/SOLDIERFV `- -a ------ 178.§0' -- --- �. --, -, -- D_. IN L ELEV— 8'-0" 19'-0" 6 4'-0" 24'-0" 4'-0" 23'-0" 4'-0" 15'-0" 8'-0" ---, op 23'-0" 140'-0" 2 WEST ELEVATION SCALE: 1/8 -1'-0' BERRY R. SAYSINGER • P AND, C�1rI (4 3 2 1 1 2 3 4 OF m nw"wre wrnww A.ddnww.K Tkls tutw"nf•uww"N•rs"d""Fu kmmVorwf� d bwrrb Is on Inshwnror l „ M•rtilw•1�ftam ArtbN•rMe K 1 — M0 I.r�+•rr A 11III w�rr.K rek"d1 1 T EN TRY ROOF l a.c a wy ww/oom r•.•r.d rtib"• t bw"nf wr+m Miwn�.. Tlw,Ioc«w.a I 6 4 2 .MN no be used In wMb or to p,,"%w mW 2 2 1 3 •Nrw p•tw.Iimw*A mm"asamba"m of■=pringw 1'�AwM.AreM1•dwrn PC 3U 30 30 1 t 23'--8" A301 t T A301 A301 _ 2 t ROOF T t +T PA A ROOF - 1 LINE _— - 1_I 21'-0" T --- --= I T UNE �;�SU�� REVISED �A� t r,..... t T EN T Y t ASI#1 Z KEY NOTES: 1 '; ... Q +T MASONRY Q T A N Y 2 T �I METAL COPING, PAINTED P1, AURORA BROWN - — - •• ' t �14'-8" 1 —� STANDING SEAM METAL ROOF, COOL COPPER PENNY T MASONRY T �' s C-CHANNEL METAL AWNING, PAINTED P1, AURORA BROWN E EQ EQ E _ Q STOREFRONT, ANODIZED 9RON.ZE TO MATCH EXISTING CENTER " BRICK: AUTUMN BLEND, ECON S k SOLDIER CUUriSE BRICK: AUTUMN BLEND, ECON i i N 07.09.07 x x x 2'-0" A F ORIGINAL i B/s E -� _ -- - - aurrN sw �E� EcuE�er 1 � - - - 6 i i _a__^_ a- E K x x x x ----(� S PR SENERGY WALL S(STEM: P2, AMBITIOUS AMBER -- -- - - - - S 178.50' S i ! -- - _- - 178.50' - I L V _ BUILDING �1 ACCESS DOOR: PAIIITE.D P2, AMBITIOUS AMBER 2'-0" 5'-0" 8'-0" 20'-0" i 4'-0" 20'-0" g'_ " ,� ,— ,. o e -o 20 0 4 -0 20 -o S o s -o z -0" ELEVATIONSMAN DOOR: PAINTED F-'2, AMBIT'OUS AMBER ® MAN DOOR: PAINTED �'1, AURORA GROWN 7,-0„ 60'-0" _ 60'-O" 7'-�,. it WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL •.i ,r,.I 4 NORTH ELEVATION SOUTH ELEVATION.,,.� .,,J 3 SOU ELE !, � o Q METAI. RAILING, TO MATCH P1, AURORA GROWN 20 SCALE: 1/8 =1 -0 20 SCALE 1/8"-i'-0" f � ._.� A-201 CONSTRUCTION DOCUMENTS Y 4N r.• 1. ._ _ .1tu - ,1. !) ;1Y!'.` ,•' -'•.•'Syw'M•.4'11rM1MG, - - _ . rpt 1� r �i+I •" W ■ i •", � r 1 1 , y lit- 22.-- Ac f ' ....� fIR•NWf.... .Y.F.M "1. ..d . ... ...,T....: MC•VK.'tl..a•!µ-•,1MN a..w.r ••! . .- .- -.. "- ,.._ ..,.,_.. .. . ,eho:refuwt .esua, •.. - --:. • _ 'ra,-,.. - ..: #11+ii1 •.\as•rWoca,wu..Yr.e.s•Mu,^.-t'nse.'Y.'!,"Tpd'1'-.._-. -4.._.c ..i.W' .l, .•.:+P'.n••,.IRRR`S'T-'o/ .R"'+.Yl►.r!Rb:f'•'M,.'!!!'R..eYN�R71.�'!yC" ."�1/ ' '3....::L,... .c•t:'-.J•- .h. .,,1a - ....t. - ,_.:dn+ifi ... 'L"- - - - _- - r,... _ - ..... «. ..r ..-. n, a,t`.r+r4:...:.ts:•w--).. .- .. ,-. ' ;w h, �n •in k ' t µy.. x +p T, ,r :4 1 2 3 e B E F 7MY A401 3ONNON ONO INA 40 A.Aj, L J .a 09 *04 LLJ E5 OPEN I cc •-- i I I I ! •�c � � � MOVES momm, VENEER WOMEN REJOIN 04 5 BUILDING SECTIONS BUILDING SECTIONS L 30 SCALE: 1/80 _ 1'-0• 30 SCALE: 1/8• - 1'-0•SCALE: Q� w did W 1 , F 3 Fcm 3 21'- • .AFF 21'-0" AFF 21'- " o FF 21'-0" AFF T A A T �%PARA TPAAR�,1PET T A APET `i■• p a< a .. 4 Z � 6" STUD 403 �—' �- g6 MINIMAL 6" STUD- 6" STUD }¢" EXT GRADE PLYWD rlr ` 2 SENERGY CEMENT BOARD 1000 Y EXT GRADE PLYWD 403 J6" EXT GRADE PLYWD WALL SYSTEM � -- SIM SENERGY CEMENT BOARD 1000SENERGY CEMENT BOARD 1000 WALL SYSTEM WALL SYSTEM -r ,,,_ ;, - �'• - 12 6" STUD W/R-19 BATT C CORNICE _ I 403 !NSULATION CORNICE ot 14'-8" AFF — X" PLYWD i X114'- " AFF "FT/MASONRY Y NONNI 6" STUD W/R--19 BATT 401000 .1 8 INSULPrON I STANDING SEAM METAL AWNING - 2 A131 , An EXT GRADE PLYWD SEE STRUCTURAL 40 SIM 20 AIR SPACE— BRICK PACE BRICK VENEf J�-- / ,• t 'yllk I I :/'• ' AIRY R SAY24M 10'-0" AFF 41_3° _ 10'-011 AFF ' - •r��,. ._.__.__.__.__.__..._.__.__.. y, �. Y B/CANOPY do " 5 -0 T STOREFRONT 6 STUD W -19 BATT 9 r / 3 INSULATION OF r� A601 6" STUD W/R-19 BATT ; A601 ®MW iaNwr UPari m ArdWftmn PC i INSULATION ' ` M.dowsommo►•.MdwkWmo"a "• " EXT GRADE PLYWDI a-- n La an last`uinumt do+nb�M wMl�r Pwlwar•Mlern IC STOREFRONT - �•r i; AZZ_Ktea.all Ci �M•M�III�IMr_� .►rmww0 r%OK )i" EXT GRADE PLYWD � wi�tomb��` Is•�� WNWN �Aail w o~mm Ani 2" AIR SPACE of ft=p* r - &#ddRoom PC. SENERGY CEMENT BOARD 1000 WALL SYSTEM I ISSUED/REVISED DATE HM DOOR BRICK VENEER i 14 40 SOLDIER COURSE BRICK 10 ( g 8 A&01 I 403 A601 II OVERFLOW DRAINJONI DAYLIGHT- ~ ORIGINAL ISSUE DATE 04109A7 i SIDEWALK - SEE CIVIL- SIDEWALK - SEE CIVIL SIDEWALK - SEE CIVIL .; SIUEWALK - SEE CIVIL DRAWN BY ilr CHEM BY PR 178.50' 178.50' 178.22 I I 178.50` FFEBUILDING & WALL 3 CONC SLAB SECTIONS CONC SLAB `40 CONC SLAB CONC SLAB 6 WALL SECTIONS 4 WALL SECTIONS 3 WALL SECTIONS 2 WALL SECTIONS A_301 /q af 38 30 SCALE. 1/2 = 1 -0 30 SCALE: 1/2 - 1'-0" q30 SCALE: 1/2 = 1'-0* 30 SCALE: i/2 ID: o-w-ndl 10: a-K-Wd 0: .-K-wd D -K-•dl PERMIT DOCUMENT'S NOh AI 0. gjhore � , • } 4i .,.. - . .,.r.•.,.+w+-,t..-.Y....+:— -r.• .. .s:..-_ .- _ .. 4-' .- '1 .- - .. se..- _ -. .. .. .. ..' , - -.s.-Y. :f.1f aC<Y......-.r u.. ♦.. ♦ .. - - .. _......-_ __ .^ . . .. � . _ .r-• 1 - _ .._ ' ... . i--u .,., naSt. .. W' ) 16 i-+i1anlK.. ti'A6 , p v, t;r �A •A»A •l:L ,•t C%4 a a 403I 21'-0" AFF 21'-0" AFF 1'-0" AFF ' E T/PARAPET T/PARAPET — I,/7 � g ICA 4 6 STUD lam 40 6" STUD— Lu Q i.. www woo EXT GRADE PLYWD EXT GRADE PLYWD 8 CJ W e.. t I SENERGY CEMENT BOARD 3000 A131 ■ ■ ■ Z z t t SENERGY CEMENT BOARD 1000 WALL SYSTEM WALL SYSTEM ..It r 1 _ - CORNICE---- Iowa 6" STUD W/R-19 BATT I t .4cc L INSULATION --T 14 —8 AFF ' /MAS NRY � W STANDING SEAM METAL AWNING — 2 STANDING SEAM METAL AWNING - 1'R TURAL 403 SEE STRUCTURAL SEES UC •, � I uj O ,y � I .._ ,,.•;� �; .� �� rte+ _10'-0" AFF ��— 10 0 A 4*3 / ANOPY B T R FRONT " i 6" STUD W/R-19 BATT 1 T/Sl0 E 5 004 i INSULATION 12 6" STUD W/R-19 BATT INSULATION 403 / X�" EXT GLADE PLYWD STOREFRONT EXT GRADE PLYWD c! 2" AIR SPACE SENERGY CEMENT BOARD 1000 WALL SYSTEM ! i BRICK VENEER i I 403 { ' SOLDIER COURSE BRICK- 7 RICK 7 A601 OVERFLOW DRAIN DAYLIGHT %w 403 w>_ DOWNSPOUT I j RRY R. OAYMM 178.50 178.50'Frr tf j 5 OF o \ .� ,.ra .. � 403 t...,�. ��.. ry ®2007 Or tow hnMn Arckloulwre PC TQM darwMwl,and The lam"wed desipm I on=Yewlwd henon b an Iwelerwaw� wf wwvw��M/rfN1e1�AedlMeMrle K. lev.R►wlr�ey M/ie ewrewr rw1w. �ISM M�i M�rUi�► /wtdoomi�"jr 3 WALL SECTIONS 2 WALL SECTIONS WALL SECTIONS ,,;�•.. �,. � 30 SCALE: 1/2" = 1'-0" 30 �C a E: 1/2' = 1'-0" 30 SCALE: 1�z = 1 0 ID: a-ec-vdl IQ: a-K-neN ISSUED/REVISED DATE oFMUL VA DATE 04.19V DRAWN Bf for Q1t{ W N PR WAIL SECTIOWS 2 A-302 .10 of 38 PERMIT DGMENTS t airaf�ytOeMrl�I�t.MPr £. ;,:: .. .•+s.�Ei -r'1rr'w, r ;1!Ifi�...,':1aa4 .>y'y"�y-�!�9N�' .,. . '.:+..- _,�'.XN • ..-.. - _ , .. H, -.•.YM. A NIMNRtArY. .. . . ✓h..h vWM4wi+lY taSrlNt.l.,1. .{ r, «w�.,,..�pfe� as•tn ...wxwuwpFa^A;. irex .. _ .. .___.-.. ,. ...,. ...,.. .. ...:. . 'CRI!'."FR".r.. .Y+.. a_::..C.; •RCJMIRPMC'i:!R. •uq!.ry^,•. .�,w 'maw- ..'°'f'F7btlNle►.��:°ID'r' r" t fit, 1,11'r I1 .,...... .. 1� •. 1 T I1 T T T f T T l� T�TC TTi f�i 1 r54 r nil r .. ..- + �.�"':: „ '•„�• .. •..w::. •M:'aT,s... ..,,,g•„ ee'-.:.w.»w..m.mwr.•t.au..,- ..,.•.!:.U-:....k :...yr _ ...5:c•.elrw+rWs•++-..._.;ierutN+u...anC.aWMr s's>.AtrMA�:.� :+wwtVac+'s!ghlN . ..r .. ]R•!"N. raM^fMt+'' L'Imfdi9 +iLe ...tem. ':;' ..A..,_.,-..r..„...vA”e: .,++..rs-.n..c.+•r•+w.w►,-x-...- .wr-wa-,r."wsvr. ew.wesrr`i"nsrrnlnesi ..ae ..m:l......wwstnxx ,. .. -.. .,.... .._..+-.'a . w.. .w.s.... -.:o... +ME.•!wIM...,.• Ma '"ee'a..aa•w..>re+,..:n<yaa..wrc; �+:n ,+fA+erm.tc4ra.t.MhullltZ+�a .':�.MRr..rt�tec_- +aw..'..7r r.ta+wv.'"^AeamwR6t :iarote:w.•^'rr'alh+rQ: Y:+n+ wrArt".. . - .. i' "►"�r�t'++t _.. +N.+ .F. ir1wY ' ;t A. r-L ,N .4 - t; y"n4 3 4 •.y f RIDGE FLASHING, LAI' 6 MIN W/2 ROWS OF SEALANT BLOCKING - SEE STRUCT6,-11 1' 2 3 4" to O 1 " X 5 " � NT BOARD & SENERGY LAMINA PERFORATED ANGLE J� � � CEMENT SIM Al 31 FiELD TURN UP PAN- CONT BEAD OF CLEAR SEALANT AROUND PERIMETER OF PLATE FASTENERS W/GROMMET dc �= - COLOR LATCHED HEAD FASTEN 6" MIN. , 8" 01; INTO RIB 8"x4" PLATE CONNECTED TO TS SEE '` STRUCT, PAINT TO MATCH CANOPY r , • t Moor 93. STANDING SEAM Moo RADIUS PLATE - PAINT TO MATCH •` ROOF PANEL \• 4' Cl0#4 W o� CANOPY UNDERLAYMENT-- ��" 3" CLEVIS W/1" PIN PAINT TOM 1 1 , CANOPY i I m EXT GRADE PLYWD _ ,'' `; / .• ,� •• CJ, ALIGN W/ 1" DIA ROD - PAINT TO MATCH CANOPY �, •. LE ,y: . ,• ,/ PC T/PARAPET N CLOSURE SET IN-- SEALANT N- 2 POLYETHLE E SEALANT TOP & BO 3 \ 403 ..: '.•. .` J. .: MIN 2 FASTENERS TO RESIST NOTE: A131 `n 10 SIM . . CJ, ALIGN W/ED•CE 9 ,r DRAG LOA dF'. lrOLUMbJ BELOW 403 f D ALL SURFACES OF' PLATE, EXPOSED & cli 4p' - :' " , ' UNEXPQ5Ef,, TO BE PRIMED BEFORE PAINTING .. ..'...� _ - Cit ND INK NMI* -, .g• 8'1/2" . ` .. ' ` 1b�. j" 6'=ai: T/2" . • ' oar. ` - - _ t� g RIDGE VENT s CLEVIS DETAIL ELECTRICAL OUTLET f> 1 •=1'-0" - SEE ELECT r r i r INC 4o ScALE: 1 1/2•=1'-0• 40 SCALE: 1 /2 -- T 1 - �e A-101 �- , - CV .- �. .+ C 8 Lu w a •4 a3 s 2 EFER TO CEMENT-BOARD - L� 40 .�II�A. B1 YOND . • . - 1. STUCCO 1000 TRIM ACCESSORIES - _ _ -T- ROD BEYOND PAINT __ PRODUCT BULLETIN X11023352 FOR CANOPY - - PROPER TRIM ACCESSORY TO MATCH ATTACHMENT CLFVIS BEYOND IEC - - - - - PAINT TO - / I 2. WHEN DRIP EDGE IS NOT O STRUCT, - I RUN ` EXT GLADE PLYWD MATCH CANOPY i, / f SOFFIT U 74 �` IL MEMO 1'. ON HORIZ SURFACE A PLATE BEYOND SEE I STRUCT, PAINT TO - I FRAMING - SEE STRUCT �o� _-------_--_------ ---_. _.____._._ _ _ MATCH CANOPY � _ ,' ,. EXT GRADE PLYWD rl WATER RESISTANT BARRIER. cy OVERLAP DRAINAGE TRIM r i 'ii■■ ACCESSORY _ CEMENT BOARD �` - ____ SENERGY LAMINA • E - - - c c�a ad 2'-03'4 ri 0 C - • • --DRAINAGE TRIM ACCESSORY � •• I - 10 —C-CHANNEL CANOPY - --- SEE STRUCT000001 n' a CASING BEAD A401 'j" CEMENT BOARD EAST ENTRY EAST ENTRY SENERGY LAMINA 4 SOUTH ELEVATION ENLARGED ELEVATION SENERGY SOFFIT DRIP EDGE 7 EAST ELEVATION C—CHANNEL CANOPY SCALE: 1/4"=1'-0" 40SCALE: 1/4"=1'-0" 10 4o SCALE: 1 1/2--l'-0- 40 W SCALE: 1•=2• �: A-+oi � A-w, A-0 5 8 A-43 A401 A401 4 3 L� 4'-0" 12'-0" 12'-0" 4'-O" 3 �`-- 9 3 A401 30'-11.5" AFF FRAMING & INSULATION T/TRUSS —3�AKAFF R Is 111 11-1 o i }¢" CEMENT BOARD I — — — — — — -- — — — — — — — 04 - o �Y �. eAYSNcet SENEPGY LAMINA ! I SOONER - CONTROL JOINT ,'RIM I� — — __ __ __ — — — — -- — — -� L_ - - 1/1" ACCESSORY AFF 6 3/4" 4' 24'-O" 4, 0" TLAND. /TRUSS2" of " 2 3/4" 2 1/4 - - - OF �L41E: ACCESS '' 2 1. REFER TO CEMENT-BOARD STUCCO 1000 TRIM ACCESSORIES PRODUCT r; DOOR ,9 C BULLETIN X1023352 FOR PROPER TRIM ACCESSORY ATTACHMENT 403 SIM k"arD D. I D mThis�••rso mW dw r..+o•ki es oba d0 n t• � � � 171-8" all �P•••�•^wd heroin Is an kw1rument �RYY1��I�o• 11"4 T RO F T/MASONRYY ' ry ib.rw.. i.` is ` VA << I EAST ENTRY a�e1�I AMM me M�M M��rMN r 10 pm M mv E J 2 ENLARGED FLOOR PLAN � K NORTH 11 SOFFIT CONTROL JOINT A401 r 40 SCALE: 1/404-1)" 40 SCALE: 3"=1'-0' P. A-w, r T ROOF ISSUED REVISED DATE VARIES 7 12 2x FRAMING & INSULATION >. E~ SOFFIT CONTROL JOINT 5 N A401 " A401 LIGHT FIXTURE - SEE ELECTRICAL. - SI A601 -3/4" /TRUSS t .- ;:oa'.,r�rr•. r:; °° w� rr i 1 '-0" AFF •JOF 10@-0" AFF ; // N Y -B CANOPY '' ' dt SOFFIT 11 ;f & SOFFIT I A401 F - - T/STOREFRONT " „ O 5' 7 1/1 " CASING BEAD / k; �. -7 11200 1p -0 10 -0 " ARD c OPEN i Io � � ORIGINAL ISSUE DATE 04. 9.07 Xl CEMENT BO OPEN ► i .I f � � ., � DRAYS--By jhr LHECK�BY PR { EAST ENTRY. •� ;'. ,, � ,_ 2 -0 AFF SENERGY LAMINA � B/SOLDIER CASING BEAD y COURSE 4 4' " 4'-O" 4'-0" 4'-0" 4'-0" 4'-O" 4'-0" 4' 0" � _ 0' 4'- ENLARGED PIANS . ' . ', ' -• 17x.50 �� h" SEALANT & BACKER 1- 78'x+ FFE ELEVATIONS & •,, ROD - _.._� BR,CK VENEER DETAILS D,1 D .9 2" AIR SPACE 6 ;{ _ —Y2" EXT GRADE PLYWD A-401 �f ---,/` - 40 EAST ENTRY -v EAST ENTRY SECTION Q COLUMN 3 REFLECTED CEILING PLAN NORTH PERMIT DOCUMENTS 12 SENERGY SOFFIT ® BRICK 8 EAST ENTRY SECTION 5 SCALE: 1/4"=V-0" 40 SCALE: 1/4"=1'-0" 40 SCALE: 1/a"=1'-0' U 0: :/-w. �a A-401 4o SCALE: 3"=1'-0" A-rm V. 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COLUMN BELOW LOU ( 1 SLOPE :, . v META!_ CAP FLASHING, )j /FT PAINTED 4 3/4" ._.r .�-- _ .-e-: 1-s' 'r:. `-r:+,- .-r-.+•• �... ';,.._ ..-�.. \_" T._ {,/1f L/'1 (� 2X4 FRAMING ,�_ _ 1 7'-2 1%2" . 9� .7 1/4" . . 7.'.-2.':1/2". ,,•. . FLASHING _ SENERGY LAMINA - _ _ 'C� v M Xz CEMENT BOARD 40 C.7 W �e .BEYOND MOISTURE BARRIER l¢ EXT GRADE PLYWD A601 10 8 STUDt 141^ SIM A401 7 1/4" EXT GRADE PLWD 12 Q. SENERGY LAMINA WATERPROOF , . GJ 'p A601 W MEMBRANE, EXTEND ••. I _ 40 04 " CEMENT BOARD - UP UNDER CAP r� _ FLASHING MOISTURE BARRIER , . fill mil " .. Xj" EXT GRADE PLYWD ,• o '; - '� i 178.50 FFE 10 F� � N A601 of co CONTROL JOINTS: 5 EO SPACES 24'-0" rQ .. H WEST DOG HOUSE 4 PARAPET CAP ENLARGED ELEVATION �Q , SCALE: 1 1/2'=1'-0" 40 SCALE: 1/4"a1'-0" 0: 1-403 10: A-401 ROD BEYOND - PAINT TO MATCH CANOPY CLEVIS BEYOND - SEE STRUCT, PAINT TO MATCH CANOPY RADIAL PLATE BEYOND - SEE STRUCT, PAINT TO MATCH CANOPY / �• 4 a0 ��• 9'-8 1/2" ! 'C ' 4 .� ( 40o 01 �h\ t +23' " AFF IE�IIIY & eAYs�l A APET 5'-0" " 10 C-CHANNEL CANOPY - SEE STRUCT I �' -- — OF 0 0 201I7 dw•lnor►r-ri m 11.cMts.rws rC llwT Thk 1-1 -om,ssd*a Mfrs an/rsdftm VAR! Ins•rpe mem heroin is an Mshurnwnt Of I' 019MIllrewPohm AllMledw T/ROOF 6 ._ low. wk «w"00 r.o� •mil \,A4011SIM Indrr/Mr�oryrl�Mt . 110 I«k"Fam 5 WEST ELEVATION C--CHANNEL CANOPY s`wprow Nam-I"'"'"°°'^rb'� ELECTRICAL OUTLET .�r..M•Ma��t� � 4V SCALE: 1 1/2" = 1'-0" 1 of DoWne r r«M.�m Ardaeodure PC q: A-402 - SEE ELECT WATERPROOF MEMBRANE, - BRICK VENEER, s ISSUED/REVISED DATE LAP OVER FLASHING 4 CARRY BRICK DOWN 40 MORTAR NET TO T/FOOTING r-� )j" EXT GRADE PLWD FLAG;PING _ 1 � F WOOD FRAMING - *B/CAryOP WEEPS ® 14" OC i i SEE TRUCT W/CAVCLEAR INSECT t>r MESH, COLOR T: ! CONSTRUCTION JOINT MATCH BRICK AS I W/EXPANDABLE CLOSE AS POSSIBLE FILLED STRIP, CAULK . — d.: SAND LEAN MIX CONC SIDEWALK - SEE W/SLOPE CIVIL ORI(ANAL ISSUE DATE 04.0'9.01 DRAWN BY lk CHECKED BY PR �17 � 178.50' WEST PAP PET ' FF FFE ENLARGED PLANS, ELEVATIONS & DETAILS FOOTING -- SEF A-402 �� o f �� STRUCT WEST' DOG HOUSE 6 COLS ,/IN FOOTING 3 WEST DOG HOUSE SECTION 2 NORTH ELEVATION PERMIT DOCUMENTS '�� SCALE: 1 1/2" = 1'-0" t}Q SCALE: 1/4 =1 -•0 �O SCALE: 1/4 =1 -0 b: A-102 10: A-101 b: A-401 Von Tp TIT1111 �t TTpq-qTlq 1 111 7 1 R �":"�7'+^r RrlttiR.✓•.ma11�s1rfe`•sFr.7r#vtliNK.-. "�."„ .� ,.w- t ti ..n.. ;.aM lixa►4r�\.Nr+.ral:,w „®r....... . T rf T '� • N, FIT , _.:......,.,,n.,,,,.o,�,• �•..r..•.wr-:wocawaaa,.w►.-wrrr.w.wr_. 4' .5 ....�.•sx— .—.-5-.a.�rl�wee.A4;wraarw+.+.n�.:;.w,n.,.Ywald,alS,.fe.w.whww....'�rre.: w.aw�,aR. +.1lenilYMn: r ...+er.+.:.ns!w...zwettee* .,..:.- waw"wcas,sa,a .o w►,'.r,•r...r ••fa< _ -- - — - ...`� .. *"'h+rlSal/weat.ti*+w,,,,,•..+ws.rY!*.wr. . .. _. 't.!•+..»•uf7rr•4wwr s -•�••w�" .. _ _l _ -.._....._._ - _ _ � .. ._ - .... - •e iM•.. . All' `�Fn A 1: f }�" EXT GRADE PLYWD ..•.. NOTE; 1 3 A : REFER. TO CEMENT- BOARD - - 2x6 STUD ux•, STUCCO 500 &1000 TRIM ACCESSORIES PRODUCT 3- 'LY BUR, RUN METAL CAP FLASHING. — --SLOPE BULLETIN 1023352 FOR WATERPROOF MEMBRANE PAINTED )J"/FT N n... PROPER TRIM ACCESSORY UP KICKER & PARAPET \ ' Y 10 1/2" ATTACHMENT UNDER CAP FLASHING 2X4 BLOCKING ROOF LOUVER VENT LINE 4F COURSE BELOW ' • ' I — EXT GRADE PLYWD _ 2x6 KICKER - SEE STRUCT SENERGY LAMINA ELASTOMERIC JOINT SEALANT I O CONTROL JOINTS TYP - REF ELEVATIONS FOR PRECISE 3" RIGID INSULATION � ,1/2" CEMENT BOARD—' LOCATIONS }2" EXT GRADE �'LYWD I RIGID INSULATION CRICKET , � 1 1/2" �' M :-- BLOCKING. (2) 2x12 mmi MOISTLRE BARRIER — SOLDIER COURSE RECESSED ( - / 6" STUD W/R-19 i '� ��$ ^ MOISTURE BARRIER d. �+ }¢" FROM FACE OF BRICK ,•'; I - TRIM ACCESSORY I BATT INSULATION & CONT MOISTURET-11 COURSE ! iv i 1- ( �1 C ;' l ., ., I fr��' }2" EXT GRADE PLYWD Q p '�� BARRIER ON INT GRIDLINE ) 6" STUD (8 __ , I I\ r. .>,.,,` SIDE OF STUD _r__.-t -- 10 1 ,. / ,.< 3 c " CEMENT BOARD — - - m r _ A401 CA � • . ,: I •1 SIM ---�" EXT CRApE PL \ ,• Y LAMINA ` oe. o . SENERGY ,. ..,• � NOTES: -.-- � 3 A F - 1. ROOF CANT TO BE FIRESTOPPED & [�_BLOCKING 3" RIGID INSULATION SENERGY LAMINA- SEE STRUCT " -- WATERPROOF. CEMENT BOARD ' .-T » " 3 FIRESTOPPING TO MEET CURRENT CODE MEMBRANE, EXTEND 3x3 x11} CUSTOM BRICK _ 13 �'4" EXT GRADE PLYWD Fa _ REQUIREMENTS VENTILATION TO MEET ROOF JOISTS - SEE MOISTURE BARRIER - UP UNDER CAP 1 2' 40 '` GWB CURRENT CODE REQUIREMENTS. GC TO STRUCT FLASHING ° 12 / ••• LZ ENSURE PENETRATIONS ARE WATERTIGHT. ` » EXT GRAPE PLYWD as s sTuo (s O GRIDLINE 1) SENERGY SYSTEM :?< W/R-19 BATT INSULATION & SENF �� F TO PARAPET @ KICKER H '�,.� CONT MOISTURE BARRIER ON e CONTROL JOINT (VERT JOI.�T SIM) 4 R00 elm- VIEW - T IDE OF STUD •. SCALE: 1' -0IoG t715 SOLDIER COURSE ® CORNER �PLAN _ INS 40 SCALE. 3 31 .0 40 ID. A-,03 uj 3"=1'-0" I - EXT ^.:,JE PLYWD Ia A-401 1/2 A ,A!YO IG: A-103 I NOTE: 3 1/2 MOISTURE BARRIER 2" -1 AlREFER TO CEMENT-BOARD STUCCO BRICK VENEER 5 1/2" LZ NT BOARD 1000 TRIM ACCESSORIES PRODUCT BUR TO MATCH CEMENT - EXISTING BLOCKING - SEE STRUCT BULLETIN 1y1 123352 FOR PROPER MORTAR NET ---,, - � 5/8" GWB � �! TIM ACCESSVRY ATTACHMENT ' ' - SEE STRUCT MOISTURE BARRIER. '-- 6-— 6" STUD W/R-19 J % 'c 3" RIGID LA.G SCREW — I.AP OVER FLASHING ,y:, BA1 T INSULATION & INSULATION 411111111 1SENERGY LAMINA FLASHING CONT MC'!STURE PAf�APET CAP cc • �` BARRIER ON INT m m - -�,- �-r- I �� SIDE OF STUD 1. SCALE: 1 1/2"=1'-0' W4-1 -+ SEALANT BED O WEEPS A 24 OC ( a W/CAVCLEAR INSECT ; 'ti ` ) h- EXT GRADE a A-w: ,� ANGLE - REFER STRUCT C TRAINING ANGLES MESH, COLOR TO .''�� ,i,•,; �'�) PLYWD 1 3 A r � RES t �i EXT W/ONE LEG LINED ATCH BRICK AS CLOSE -•„ ' CONC SLAB SENERGY LAMINA --�.� 43.i _ AS POSSIBLE ',.; GRADE PLYWD W/GWB -__-_•• z ,/��: ; ;' }�" CEMENT BOARQ —ANGLE, REFER STRL J _— M ` ---- EXTEND -- MOISTURE BARRIER. --� ' WATERPROOF �� Cf •• MIN I" DEFLECTION HEAD LAC SCREW - SEE STRUCT LAP OVER FLASHING � MEMBRANE UP WAL I� � & UNDER CAP LJ.J SENERGY LAMINA FLASHING FLASHING (1) LAYER " GWB OVER - __- SEALANT BED z EACH SIDE 2 LAYERS OF FLEXGUARD 4 CASING BEAD F - 3r ,��,�J \t,.. -k, BLOCKING W/WEEPS CAN STRIP d JOIST 6" WOOD STUD FRAMING P V CEMENT BOARD 4w:,{ UP TO STRUCTURE ~- _. WATER RESISTANT BARRIER s � ^;��}'`�' ya.�'��"�' > ��•-� 3-PLY BUR I �:�' � � 0 }t�" PLYWD SHEATHING NEW RETAINING CURB - FOOTING - SEEL_ ILISEE CIVIL STRUCT METAL FLASHING SLOPE ('fes,^ _" �C •• I - aIQTE' ■ I -FRAMING FT �.�.,+.I. ,.,..., .. J DEFLECTION HEAD REO'D r ,,.0 1e .� DECORATIVE ROCK OVER CONT BEAD OF 2X FRAMING - /. » �— O ALL TYPE C WALLS 3 r FRENCH DRAIN - SEE CIVIL SEALANT BEHIND 1 -0 ,�' ) I"' �-• d- SEE A-111 FOR WALL A601 FLASHING ALONG FND t ROOM LOCATIONS 3" RIGID INSULATION ELECTRIC & RISER CANOPY WALL ATTACHMENT 9 SENERGY SYSTEM INSIDE CORNER JOINT 5 BRICK TO FOUNDATION GRAY L ' r'' - �." EXT GRADE i6 WALL CLOSURE C� ROOF 12 METAL C SCALE: 3"=1'-0" 40 SCALE: 11/2"=1'-0" N - ✓f.»; PLYWD •=1�-0» 4O SCALE: 1 1/2"=1'-0" 4O I& A-� \ 4o SCALE: , /2 lk A-403 ID A-�3 1/2 1 3 F 0 , o: A-Ku — '"�. 1 5/8 GWB » a / .. }�:�; 6.. STUD (8" O 5 1/2 3 1 4 ! �•,,r j GRIDLINE 1) W/R-1 3¢" EXT GRADE PLYWD _ �'�'•� BATT INSULATION & SENERGY LAMINA " "CEMENT BOARD W/SENERGY LAMINA -'��,,,� 5/8" GWB / CONT MOISTURE AR ) ,.� , ( BARRIER ON INT MOISTURE BARRIER. LAP OVER FLASHING Xt" CEMENT BOARD .�{ - 6" STUD W/R_19 h" CEMENT BOARD i ,� � SIDE OF STUD � 1 BATT INSULATION dC & SENERGY ?�� ; CASING BEAD W/WEEPS MOISTURE BARRIER. ~�-' CONT MOISTURE LAMINA, TYP EXT GRADE ' h" PLYWD SHEATHING LAP OVER FLASHING ` N j - - ' Y GAP BARRIER ON INT '• � PLYWD WATER RESISTANT BARRIER CASING BEAD W/WEEPS ) SIDE OF STUD 3 1/4" �- MUISTURE BARRIER BACKER ROD & SEALANT I II ;,a•'I SIM 403 I CEMENT BOARD -- " EXT GRADE » „\ 2" A:R SPACE MOISTURE BARRIER, RUN UP BEHIND \ I I EXT GRADE - i FLASHING I I 2 LAYERS FLEXGUARD 4 M l PLS PLYWD, TYP BRICK VENEER GALV MTL ROOF' FLASHING PAINTED TO I II — SENERGY LAMINA: Cis' MATCH STANDING SEAM, SLOPE h"/FT AWAY BASE COAT, REINFORCING MESH & ` FROM BLDG F ACE " II FINISH COAT FRAMING qtr BArs + h" CEMENT BOARD =__ — —__ EXT GRADE W/SENERGY LAMINA ro I FLASHING -� PLYWD CONT BED OF - POLYETHELIENE CLOSURE, v SEALANTL Xi" CEMENT BOARD I SET IN SEALANT _ , FASTENER W/ EPDM - � ( �• SENERGY LAMINA OF WASHER, PER MANUF I � �jE; SIDEWALK - SEE CIVIL FOOTING - SEE y2" SEALANT & FIELD NOTCH PER MANUF REFER TO CEMENT-BOARD STUCCO STRUCT BACKER ROD Q is d Mrd��r+0 We"sew dmi� \ 1000 TRIM ACCESSORIES PRODUCT CONSTR JOINT W/EXPANDABLE This '"'•ii°o1i'` onInst�ent BULLETIN 1(!1023352 FOR PROPER TRIM FILLER STRIP of mm�rol��I l�� Pw in on / ACCESSORY# ATTACHMENT BRICK VENEER —� .ego�""w'.pa"'"`r """'"`�"w' all x CCE •� I",."�ou� w...:.�.+dd SENERGY SYSTEM 10 ,ndpAim - T1w� SENERGY SYSTEM OUTSIDE CORNER s FOUNDATION � SIDEWALK CORNICE ��'" 13 METAL CANOPY FLASHING TO SENERGY 10 , ' ��+M.►r+..++»�Ard�Nsan►C. "_ •_ 40 SCALE: 1'=2" 4C SCALE: 1 1/2"=1'-0" 4O SCALE. I /2"=1'-0" 40 SCALE: 3 1 0 1D: -"' 112" 1 3 F Q A-e03 ID: A-403 1/2- A 3 1/2- „ _ 5/8" GwB 2 ISSUED/REVISED DATE 1 3 FAZF , SENERGY LAMINA 5 1/2" BRICK VENEER 5 1/2 „ ( » INTERIOR 6 STUD 8 O �" CEMENT BOARD -� �� MORTAR NET ,. , GRIDLINE 1) 1 5/8" GWB y :' 5/8" GWB W/R-19 WIT T MOISTURE BARRIER, t :}'� �. 1 ' 3 INSUL & CONT ;� MOISTURE BARRIER. - — g (8 O GRIDLINE LAP OVER FLASHING ; 1 6 STUD (8 ® LAP OVER FLASF-ING y t N� pr MOISTURE BARRIER t"�. ? GRIDLINE 1) W/R-19 FLASHING A: 1) STUD W/R-19 �' .',�, - � '� ON INT SIDE OF CASING BEAD W/WEEPS ( ;�. BATT INSULATION & BATT INSULATION & 1 2.. ',- ; A 1STUD %<� " `:}- CONT MOISTURE / '"' � �1* %� FLASHING }� CONT MOISTURE WEEPS O 24 OC _ \ `� ` ! ; \ A t -�. BARRIER ON INT F •- -.Xi EXT GRADE ' BARRIER ON INT `? SOLDIER COURSE:- -'r I CONT BEAD OF -- SIDE OF STUD W/CAVCLEAR INSECT MESH, �..,,r SIDE OF STUD » • ' ' `n �( i�, PLYWD SEALANT BEHIND COLOR TO MATCH BRICK AS r_CON . ,j"x3h"X11) " : � i I �� •, `r� _- : _.,�' F � � "� CLOSE AS POSSIBLE" � t Xt" EXT GRADE RECESSED ' % �' I -CONT MOISTURE FLASHING ALONG ND — -� PLYWD ' BARRIER z z I (Y� e M _ E DATE 04.09.01 • �. �,,. • I -> :�^. �. � � OR.GINAI.ISSIi • ) I iv d JT 1 " CEMENT BOARD - DRAWN BY ilr CHECKED BY PR & SENERGY LAMINA WALL, FOUNDATION BACKER ROD •,: & CANOPY DETAILS BLOCKING WRAPPED ,., � i�;- _�_ - ,� IN GRACE ICF & - — .,. r � i :' WATER SHIELD '� , �I — .�.. 2' AFF ;I, 0 �- FOCITING - SEE 1 b,<' ' I EXTERIOR BRI'K VENEER �- FOOTING - SEE SIDEWALK - SEE CIVIL C JURSE �•" ( -;' I NEW P, TAINING CURB - SEE CIVIL STRUCT STRUCT i' '' DECORATIVE ROCK OVER --j CONSTR ,;UINT W/EXf'ANDABLF: VEPIEER BRICK: �' � •�� FILLER STRIP A 403 � p� ECON 36"xMi"X11h" — FRENCH DRAIN - SEE CIVIL. f JO SENERGY SYSTEM TO BRICK (PLAN VIEW FOUNDATION C� GRAVEL. 3 DRICK TO FOUNDATION C� SIDEWALKPERMIT DOCUMENTS 14 SOLDIER COUR ECTION � � SENERGY SYSTEM TO » . " SCALE: 3"=1'-0" 40 SCALE: 3'=1'-0" 40 SCALE: 1 1/2"=i'-0" 4O SCALE: 1 1/2 =1 -0 -40 a: A ,�.� ID: A-103 D A-403 l' ':. .. .. ...,_. ..,. „ ... vr,.> t:w....:?YI t=:5":A i ,4"`» ?fit's!:V! ., .., R�!� �'" -'. _ - � .,^w.+•!!'', . . . .. r r ,. .,q;,. .. -,.,fir.,. •, :.xr.�,.., ;.:re.. _. ,�,. �, ,, „ .• -.I:yy fi"�'�fi , .. .. r a .•,,pw,^^YM. a,, .,*,ri. �.. wd»� . . i ''(.-��.'�`:1'�� i .... -.• '...1 9?... ,.• �.y •.r. W ,.•V• • v.H !1'T�... .•k•.. l/ � L '.�'� `{ .il S 'tl�I' _ .. _ — ...+ .. '.` '".ICiM7 •5'Ct, °^�,jP+''nr!.II^. ,. ro .70... E aY'!p .. •,9aW' »ai.41[ '^ . :.. I•L, . J.L.:! ..^., A r r . ,.. - .... 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T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 T3 _ T3 T3 _ _ T3 T3 _ TL 3_--_ - \ V 1 b 0 I o / / b I L^ ® ii.� o• o y y / b I ~ .n o c c .n ~ ^ T i� I T2 T3 T3 T3 T3 __ T3 T3 �: I T3 T2 TZ T3 - T3 - L2 ?3 TZ T2 - T3 _ - _ `� _ T1 / I T1 T2 T2 iv T2 T2 T2 - LT2 `T2 ~ T1 TY /, / I _� .I I T2 T2 iv T2 TZ \ T2-_---- T2 iv - T2 TL 2 - --- cv IT2 ----- TZ � o ® O a aW NDOyy SCHEDULE LEGEND t STOREFRONT ELEVATION � � REMARKS ALUM ALUMINUM P PAINT 60 SCALE. 1/4"=1' JAMB SILL E STL STEEL A- -0` WN. NO. FRAME FINISH GLASS FINISH HFJ1D DB DARK BRONZ A ALUM D8 ME 3/A-001 7/A•801 4 NA-80A-0GL GLASS T1 TEMPERED GLASS I%. CA B ALUM D8 ME 31A-801 7/A.-001 � 1 HM HOLLOW METAL T2 TEMPEREDANSULATED GLASS �1 DR ME 3/A-801 7/A•d01 4/A-d01 `� � C ALUM ME MATCH EXISTING T3 INSULATED GLASS H.M. FR H.M. FRAME �� C:� W r.. V D_ ALUM DB ME &A-801 7/A-001 4/A•801 MTL METAL W/ 2" MEAD W/ 2" HEAD � Z co ALUM OB ME 31A 801 7/A-001 4/ 1 E - _ 20'-0" REMARKS 1" g'-10 1/2" g'-10 1/2"_ 1 -- SCHEDULE, -- .� DOOR FRAME DETAILS 1. R.TTACH"THESE DOORS MUST REMAIN m Dig.Ne) DOOR SIZE TYPE MAT FINISH MAT. FINISH HUD JAMB THRESHOLD/SILL HDWE REMARKS ALUM 1 1 UNLOCKED DURING BUSINESS HOURS"SIGN ABOVE 101 3 x x 1 314 A ALUM/GL DB ALUM DB - -' _1 1 DOOR (PER SECTION 1008.1.8.3 OF 2003 OSSC) O _ ALUM/GL Db ALUM DS - -- ALU,14 1 1 u'2 x x 1 3M B 1 10:1 PR 3 x i{'x 13!4 C ALUM/GL DB ALUM DB - --- ALUM 2 2 A TACTILE SIGN STATING EXIT 8 COMPLYING o cr iti � n' ALUM DB - -- A:UM 1 1 WILC.C. 4117.1 SHALL BE PROVIDED ADJACENT TO 104 x x 314 _ B ALUM/GL D9 ;n HOLLOW HOLLOW 3 xGE PER SECTION ACCES� x 1314 A ALUM/GL OB ALUM DS - - ALUM 1 1 EACH DOOR'O AN EGRESS STAIRWAY, AN EXIT ROOF METAL W/ METAL W/ act 1 Sar 0PASSAGEWAY2 OFHE 2003 OSSC AATACT ILE SIGN S NOT HATCH INSULATED INSULATED HM P 12/A-601 12/A-601 ALUM 1WA-601 4 1 2 3 4 N EXIT DOORS WHICH OBVIOUSLY CORE- CORE _ r d 107A 3 x x 1304 E HM P REQUIRED AT MAI _. � IA D HM P HM P 1?M-001 12/A-601 ALUM 101A-601 4 1 2 3 d AND CLEARLY ARE IDENTIFIABLE AS EXITS(1011.1 3°-4" RO 3'-4" R0� 10TH x x 1304 � W EXCEPTION 2, 2003 OSSC) x x 13/4 D HM P HM P 12/A-601 9 12/A�01 ALUM 1WA-801 5 1 2 3 4 3 DOORS TO BE FIELD PAINTED 1 1 a � x x 1314 D HM P HM P 12/A-001 9 12/A-801 ALUM 1WA-601 5 1 2 3 4 13 14 O 1 O �� D ( /+ 110 `�t�'yy'' `/ i x x 1314 D HM P HM P 12lA-601 9 12/A-001 ALUM 1WA-601 5 1 2 34 4. INSULATED ® t"'� I- o' cc•4 111 °L 112 x x 1314 D HM P HM P 12/A.601 9 12/A-001 ALUM 1WA-001 5 1, 2, 34 p 113 PR X 9'-10.5" F STL P STL P -- 51A w_ 8 3 � 111 11 114 X G -- P HM P GIA-1 d 3 4 1 X MIIN H MTL P HM P - - "- 04 7 3 1 s 2 DOOR ELEVA i IONS F= 91111111 - 60 SCALE: 1/4"-1'-0' 1 la A-0 F S A F I 3 a0 #9 WIRE ENGAGED 9 WIRE - EXT GRA,,^,F_ PER STRUCT ENGAGED F'ER -mum F%LYWU • -- _. �� HEADER - SEE { �, PLYWD SHIM TO STRUCT ANCHOR ASSEMBLY -�, 2" AIRSPACE 2X FRAMING W/ STRUCT ; �� T FACE Xj" EXT GRADE PLYWD SECURED W SELF _- --� - <� FLUSH OUT _ " R-19 INSULATION �; _ ';�' OF GWB W/FACE SEALING FASTENER 8 STUD TOOLED `."O STAR �� ; ' R-19 BATT - y-` ;;' t� r - OF GWB ABOVE ( JOINT �; 3 INSULATION " i; Y2" PLYWDG . • " CEMENT BOARD MOISTURE BARRIER NG MOISTURE W/SENERGY LAMINA CEMENT BOARD PLYWD TO FLUSH SHEATHIN CONT I CONT MOISTURE BARRIER t 6 STUD OUT FACE OF GWB FLEXIBLE MEMBRANE MOISTURE B �/ F GWB ! WATERPROOF MEMBRANE, BARRIER SENERGY LAMINA 0 BRIER W/FACE MOISTURE � BA FLASHING. _- ABOVE BRIER LAP OVER FLASHING ' BO B _ ._...._..._..._ .... ._ /8 GWB ' A S ANCHOR ASSEMBLY I, _ CONT -- -- " {% DRAINAGE MATERIAL ,,, R-19 BATT SECURED W/SELF ,f HEADER - SEE EXTEND FLASHING UP ' INSULATION MOISTURECONT MOISTURE CEMENT BOARD --«^-- SEALING FASTENER - I BARRIER BEHIND SENERGY SYSTEM ` TOOLED MORTAR JOINT BARRIER CASING BEAD �:; STRUCT 3 MIN. - EP � ,� ,' .� - HEADER - FACE BRICK r-- � �- � " W/WE S ;' __._.. ._._ » FACE BPICK ��i� AP IN -�� - 'j�8 GWB _ ._ __ _ _ Y4 SEALANT do WR - '' �l" DRIP EDGE FLASHING TURNED UP AT SEE STRUCT BLOCKING, -- - -- g G r8 _ ENDS TO MAKE END DAM GRACE'S ICE dt ;I BACKER ROD - ,, - � FLASHING SET ---- �� 1 SEALANT WEEPS O 24" OC _ _ WATER _ _ ,: '; _ L N MI / 10-'O" AFF r t. r .- CASING BEAD THRU WALL FLASHING �- 10 F T/STOREFRONT " SEALANT - T/S ' E RONT SEALANT do 7,_ » B/SOFFIT BACKER ROD - ALUM 1/4" MIN. GAP �_ BRAKE METAL, �AFFE PAINTED TO MATCH STOREFRONT CASING BEAD I STOREFRONT t- rollr�Ann. - A ANT & STOREFRONT I I SYSTEM W/1" MIN DRIP F_D GE LINTEL ANGLE, EXTEND —� Y� SEALANT h" BACKER ROD & STOREFRONT " BEYOND BT:iCK OPENING I BACKER ROD BACKER R00 do SEALANT --- BRICK BEYOND DEFLECTION HEAD 1/4 SEALANT W/ BACKER I dF V ROD EACH SIDE-SEE STRU,T HM DOOR FRAME SEALANT - I I _ INTERIOR SEALANT do BACKER I -� EXTERIOR - INTERIOR EXTERIOR f �-- - HM DOOR EXTERIOR -1_._- INTERIOR ��'~� �� ROD _ nrl.downr.M,«�N»ws..w�.d... Mrosrpwr�r!��Mo Is 4m Irwirurnent d Mrdn of mourdw► Kw STOREFRONT HEAD TO SOF 3 STOREFRONT HEAD C� SENERGY SYSTEM "�`� PC ' 9 EXTERNAL DOOR HEAD ® BRICK (JAMB SIM � STOREFRONT JAMB 5 AM_ 1,0* ''""" �"Pon ow ON '''�""' SCALE: 3 •1'-tl' 60 SCALE: 3'-1'-0" 60 SCALE: 3"=1'-0' 6o SCALE: 3'=1'-0" au«rel+�■IIUn►�I».rlwwl«IIII�IrI�II EXTERNAL DOOR FLASHING 60 0: A-e01 '°: A-°°' 0. "-"°' �� o: A-FILENAI! 60 ICALW 1"=2" 4 1/2__ 3 A SEALANBOTTOT ON ONI GALVD IN SILLCONT PAN " A ISSUED/REVISED DATE EXTERIOR BOTTOM RAIL BED IN FLASHING, BED SILL PAN IN 4 1/2" �- INTERIOR CONT SEALANT ON SEALANT ON CONC SLAB. PAINT GALV SILL PAN TO MATCH STOREFRONT. _ ECM 106.04.0 8 STUD � �\ /,r-- DOOR AS SCHEDULED FLASHING. BED SILL EXTERIOR TINTERIOR W/WEATHER-STRIPING PAN IN SEALANT ON TURN Sll.l PAN UP �" PLYWD SHEATHING � \ -- CONC SLAB. PAINT 1" BEHIND EIOTTOM BRICK BEYOND TURN SILL PAN HM INSULATED TO MATCH RAIL I UP 1" BEHIND CONT MOISTURE MOISTURE BARRIER 0/ STOREFRONT. BOTTOM RAIL SHEATHING do FRIER 0G \ BARRIER DOOR ALUM THRESHOLD --1 { ALUM THRESHOLD / ONC SLAB CONSTRUCTIONW,E pAND BLE MEMBRANE ; EXISTING SLAB � �-� R-19 BATT - GROUT SOLID \ DECORATIVE ROCK - FILLER STRIP CEMENT BOARD INSULATION W/NON SHRINK OVER FOUNDATION SWEEP GROUT. FASTEN 1/2" EJ W/ COMPRESSIBLE DRAIN - SEE CIVIL , ---� SIDEWALK W/EXPANSION FILLER a ~ • SENERGY LAMINA t , �� HEADER - SEE SIDE:WAI�t - SEE - BOLTS O 12" OC .: FFE ORIGINAL ISSUE DATE IN.09.01 DRAWN BY lir (NECKED BY PR STRUCT CIVIL ENGINEERING �' (MAX) xQ ' DWGS. SEAL OPENINGS I 9 » GWB - FFE O ENDS OF tO c - 1 • �' O THRESHOLD STOREFRONT " i i ~---_ Y4" SEALANT do ^° SLOPE ~ •I (� �0 a FFE "` �. AFFE BACKER ROD ELEVATIONS, /has■ am* 11 / — HM DC 3R FRAME ' I SCHEDULES & A601 �� PAINTED ALUM SILL- - �_- - HM DOOR -' » v-" DETAILS °` `� ,l PAN EXTENDED 1 �/- CONCRETE WALK BELOW SIDEWALK - SEE CIVIL EXTERNAL DOOR HEAD . STOREFRONT DOOR THRESHOLD 6 STOREFRONT THRESHOLD @ GRADE 4 STOREFRONT THRESHOLD © SIDEWALK A-601 �� of � 12 ® SENERGY SYSTEM (JAMB SIM, �o EXTERNAL DOOR THRESHOLD a • " SCALE: 3"=1'-0' 6� SCALE: 3"=1'-0" 60 SCALE: 3't-1'-0" 60 SCALE: 3" '-0" PERMIT DOCUMENIS =1 60 SCALE: 3 =1 -0 �o b: A_ryU1 m: A-6o� q: A-W q: A-FUNAVE ID: A-0 ..1 r µ , � y'.' .a•.p{p+.r..:-...yp,'r a ::RY�:�.!1-�r .:;, )"`. x T� l�jjI!1jTfTjI_pjr lT 11 T 11 1 T 1TT T fT' X74 -. ! �llilllllJll1711-...,� 4�� a'J r � J. OF 7� 1 777 1wn::.: ..•r •n+en'.va^.rw"..7r[M4:ow.'�"MM..4! «.,:. •++®of'..'r =. - ....er•«•, .r.. •� �R '•• - ,.....-ntr,u,:'r••.rii..tcsra..:-'rw. , '^- afnrlie+AF..^�,:::., r • �u+!rw'LM il,+..fh iG+r•7W .._-- •M, _ _ -+'L.a•ul..u•werr..w+!'•.artrrr..�iM1YMMMe' c«s-• .-... :...tlrr. . 'l-.i.,ra n+• s w r.n•'r."rf-r"•'"^'1MMo .i =' 'r^' w...... ....... ... ,...w - yr+rr.arllMt'w.+s. r.r+..afrr+rmrt^iw.nr+a-n�.�lY..w•.......v,— ,F,._.-. , .. •_ -^I�fM^._At.x '•�Y...M'f•M�1f':r.c».L»►•,. ..e-•..w .:wefrwl�f'•r-. ..,r.—.. r •'Yu Wi..+R.._'.+M w^..'4uT.»nit+W+L:•"*n.., .. . _ ..•�._.-•041 .Ek:r1 »i�rR'... ,&.M"�n Mt•Y.:..'s.M f•VJLI'♦�'r'•IYr I.T�IY,.- rw1. •. , C rc; f Jr a 1; e S rr�' Kvi�z v r. NyY�':L AY:•' 'Y. 8" CMU " 4"x4 TS PROJECTION HINGE- NUTS: 3x3" GALV TS W/ STEEL RAILING: BIDDER DESIGN TO BE BASED ON EXISTING RAILING '_ 21'-4" `� W 0% }�" COPRUGATED MTL PHOTO PROVIDED BY HARSCH & SD DEACON. STRUCTURAL PANEL d 1"xt"xY4" ANGLE 2x2" GALV TS " IN IDDERS SCOPE OF WORK _ 20'-0" CLR CALCULATIONS FOR RAILDIAGONAL B BEHIND. SOLT ASSEMBLY DIACONAL BRACING e■r -r CONT ® 12" OC �, W .. J _ - _ 1E t ALL STEEL TO BE GALV,ED P2: V $ E PRIMED AMBITIOUS TAMBER c v A801 I W o SOUTH RAILING ELEVATION 5 GATE TO POST DETAIL � � � � � 8 SCALE: 3"=1'-0" dice 80 SCALE '/4 s' "°` 80 LLA Q A-OD1 ID: A-801 r CMU WALL_ CAP op A801 CURB MOUNTED iT MANUAL GATE HOOKFR y — 1 A = LE FO W/ EYE DDARY W 7 5/8" 1'-3 5/8" I TO GATE CANE BOLT �■ c3F .. 8" CMU BLOCK t Lki Z PAINTED P1, AURORA BROWN NOTE: ., STEEL RAILING: BIDDER DESIGN TO BE BASED ON EXISTING RAILING eo PHOTO PROVIDED BY HARSCH do SD DEACON. STRUCTURAL 0% B CALCULATIONS FOR RAIL IN BIDDERS DERS SCOPE OF WORK N OIC � CA- _N 9 WASTE ENCLOSURE PLAN EAST RAILING ELEVATION 80 SCALE: 1/4"'1'-Oe 80 SCALE: 1/4"A1' -0" D A—�01 Oa A-= r ; CONCRETE - SEE CIVIL EXPANSION JOINT ASPHALT ROADWAY STEEL ANGLE FRAME W/MITRED CORNERS AND CORRUGATED METAL SHEET BEHIND TYP. SEE CIVIL ATTACH PANELS TOP do BOTTOM O 16" OC (MECHANICALLY (3) PROJECTION ATTACH TO FPAME O EVERY FLUTE). HINGES PER LEAF FRAME do SHEET METAL PAINTED P1. AURORA BROWN •] 1 4"x4" STEEL TUBE, PAINTED P1: AURORA BROWN -�` CONCRETE FOOTING - SEE STRUCT ., CMU, PAINTED P1: AURORA BROWN IN, r o LANDSCAPING OMITTED I FOR CLARITY p+xY R OAYsnNCER zi ul nAw. �, -- SEE STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN OF d MANUAL DROP BOLT ON BOTH LEAFS m 200'7 Oe►Mnrtr f'ertrwa*Arsltlremn K This dmmnwM,anal Nn Ids=end alsWsm Inwrpommd heneQn Is an lentruenont 0411 wrAw aal OsgslarOsr Puftat Arel**mm PC. Oi7tslrw P%fwms ArsiaMe to K nldsr all leas,mlau mop aataatal a evr swerved ryAn. kw"as sepyr%*Mnnn. Tub dsa-seal *0 nw be mW in woob or in pwfwow 6 WALL SECTION 2 EAST ELEVATION so of ftw0nvw hrtnem Ardrltedsn*K. 80 SCALE: 1"-1'-0' � . SCALE: 1/4"-1'-0' ID; A-10401 ID A-101 ISSUED/REVISED DATE 8" CMU 8" CMU PAINTED P1 PAINTED P1: AURORA BROWN AURORA BROWN ORIGINAL ISSUE WE 04.09.01 DRAWN BY lir (HE(KED BY PR TRASH ENCLOSUPF. AND SITE RAILING DETAILS A-801- Ps WEST ELEVATION 4 NORTH ELEVATION 3 SOUTH ELEVATION PERMIT DOCUMENTS SCALE: 1/4'=t'-0" $� SCALE: 1/4"=1'-0" �(� SCALE: 1/4"-1'-0" ID: A-801 IQ A-801 b A-801 t . yx •1 port 'N;r�hlG1 `' atr Wi,'Ma� �! sr�G ' !., ,>4' .,.. i,. : 4. ''t7�'��!"' :y'•1�vp• .�" `°a /1 ��'�!� r�-, ,., ., .... ,. . ,yC. ys �n may 1. t. ,► "'(',' ' ..: .-... . M'. e. ., _..?9�°'• r.R ... .. irf'ol'.. Z , .' - •.Tr...._ a :.py,^...'afyr '�i.'il�iv 97PdG '°yF - 0709 6 e .. s,. . .•x r... .. .h'. r ... GY>= , -. ....'- eu'A':. fi� '"' '� �.f ^nn'.tr.i M'a. .y'rM'., '+M '1< � T71. 1 _01TMT� �l thu'.01"11111 rilllhill mill 1116 IIA :I 'a lb 'r M .-.... ....rrr, '•n•. - L, r� na• rrJr�."'"�O,.�d;.C..r�",..-. .... ..c M""r n - ... . . ..aw.r.,.ti. .--wC'w,rM.-fr_evrwr4 v7n .r. ... -«w-....'e.'..w•^+,.yn..-eww•a..�r-.• +..r.....1SfsS.,..a.r+"4YiM^,.l+n!MAi.'w•wa ^�vfl^!,•glw,.s�.wr.,-._-wac: ..,�,lr.:+�lie.eu«ale.'•�vYIM...c-..fr... .wwnewrna. ►1I11rNr,'e•...ewMw.,yw•..c-a....ur r•ww. es.r"r..., w,av".•.r:.G.w+A:S'+C'yRwJ. Wtr.s••.rx-,Y.w+s�.:i+u��gC^,Sa1N.^ _. -' OiE.awJY:.M3efen+MlM1�f!'.w+srv.•""}yc..eMwer.-. -..' TJ!!rT. ..y..•n...Y•w1' .. :r..flar',.._.LKIb"S'N aiRN�':5'1M•+PG�aV=` '�'a!'^'a•..rTs-:"�-- - •+c Ti:.:•�: _.�,-.-.YrrrT.•.�..•• ..i'• .._:+e.,.a•••..:�,.w.W. _ ..Mal1r!la�+arw.�r•W71ab..,YL'^ .orrlrRl. � - ;t n •7 f" GENERAL STRUCTURAL TES rw20L!EQJIM '--NTt_1i COND1T1Otc- MIbI1t 'I GOVEM STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SPECIAL INSPECTION PROGRAM CCW4z:)RM TO THE 2003 INTERNATIONAL BUILDING C•OC:6-.z AS AMENDED BY THE 2004 GWOWN ON THE DRAWIWsb AND ATTACHED PER MANUFAGTURIER'S REQUIREMENTS AND _ ESTABLISHED PER 2003 IBC SECTION 109 81 CHAPTER 17 OREGON STRUCTURAL- SPECIALTY CODE. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" RECOMMENDATIONS UNLESS NOTED OTHERWISE. u ANGERS NOT SHOWN SHALT BESIMPSON 'HU' OF SIZE RECOMMENDED FOR MEMBER. ALL FRA(`IWx NAiL3 SHALL BE COMMON NAILS. �J M CONTYiUOUS PER1001C COMMENTS CONCRETE EXPOSED TO EARTH AND WEATHER NO BOX NA LB ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE _ PE6IGN WAS BASED ;7N THE STRENGTH AND DEFLECTION CRITERIA OF THE 2003 NO* THRGXKsH NO.18 BARB 2" TREATED U000 MOT BE HOT DIPPED GALVANIZED OR HAVE ZMAX C.%,)ATIW_a. GENERAL STRUCTURAL NSPECTIOW AS REOUIIED BY SECTION 109 INTERNATIONAL P.:iiL.D1NG CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING NOS BAR, UJ31 OR D31 WIRE AND SMALLER 111" I16mJ d- E F0071NG AND FOUNDATION REINFORCEMENT BY BU1"JG OFFIC111L LOADS WERF 1,1�2EO FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: PLYWOOD PANELS SHALL CONFORM TO THE REA,1IREMENT6 OF VOLUNTARY PRODUCT � it. r+ ( �� h SLAP!RENFCIRCEMENT _ BY BOLDING OFFICIAL CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: STANDARD PS 1 OR P8 2, OR APA PRP-108 PEE` C�R!"tANCE STANDARDS. UNLESS NOTED, C/ � LLj � ' LA ROOF KNOW LOAD= ?b P8F 3LAI38, WALLS, AND JOISTS: PANELS SHALL BE APA RATED SHEATHING, EXPC,SURt 1, OF THE THICKNESS AND SPAN ac WOCIU FRAMING _ BY BUILDING OFFK:Y11 NO.14 AND NO14 BARB 1�=" RATING SHOWN ON THE !DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN GCNFORMANCE n c y c FINAL NSPECTKW __- - BY BUILDING OFFICIAL WIND: 80 1'1PH, EXPOSUIRE B NO.11 BARS ANG SMALLER 3/4" WITH APA RECOMMENDATIONS. ALLOW t'&" SPACING AT PANELS ENDS AND EDGES, UNLESS = � C � N� BE SOL _ 6D8 0.164 AMS AND COLI• TINS: OT'HERW15E REC471MENDED BY THE PANEL MANUFACTUPQER. � cap PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS I��" sc GRADING; M: EAVATION fi FLL BY GEOTEC>*WA1L ENGINEER REBPONBE MODIFICATION FACTOR R: &.0 (WOOD FRAMED 3HEAR WALLS) ALL ROOF SHEATHING AND SUB-FL.00F�iNG OHALL BE INSTALLED WITH FACE GRAIN � !.,..� f 3 l �. ANALYSIS PROCEDURE USED: EQIU!VAL.ENT LATERAL FORGE PROCEDURE 2ACeMTE AGC"FSBORIES: FINAL FOIXdDF►TKNd PREPARATION B?"GEOTECHNICAL ENGINEER ��-� PERPENDICULAR TO SUPPORTS, EXCEPT A8 114DIGATEC+ ON THE CRAWINCsB. ROOF �- - CONCRETE EXPANSION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL' OR ENGINEER 614EAT14IW; SHALL EITHER BE 5LOC`.KED, TONGUE-AND- GROOVE, OR HAVE EDGES � 1a� � � @) STEEL -- ALLOWABLE SOIL BEARING PWSSURE: 2000 PSF (BASED ON SOILS REPORT PREPARED APPROVED EQUIVALENT. SUPPORTED 15Y PLYCI.IPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X �L _ ------ - BY GEOC.ON nATED JUNE 15, 29%56). FRAMING AT ALL PANEL EDGES. NAILING NOT SM-CIFICALLY IDENTIFIED ON THE Q :1 MATERIAL VFRIFICAPON OrSTRUCTURAL —�-- CONCRETE SCREW ANCHORS SHALL BE 'SIMPSON TITEN-ND' OR ENGINEER APPROVED ORAWIWzS SHALL C:ONFORWI TO IBC TABLE 2304.9.1 BC �J'1 In 1708.4,ASTM A 6,ASTM A 588 EQUIVALENT. r STEEL 1e..XlUSTNG GONDITIONB: y -- THE CONTRACTOR SHALL, FIELD VERIFY ALL EXISTIWI CONDITIONS, DIMENSIONS AND GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN LiJ LR a ., WELDING:SThUC7URAL STEEL ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY CONCRETE EPDXY ANCHORS SHALL BE INSTALLED WITH 'SIMPSON SET' ADHESIVE OR INSTITUTE OF TIMBER CONSTRUCTION, AITC AI90.1 AND ASTM D 3131. EACH MEMBER SHALL MATERIAL VERFICATION OF WELD FILLER �- DISCREPANCIES FROM C A40ITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF ENGINEER APPROVED EQUIVALENT. � � "� m Q DEAR AN AItC ORS. APA-EUDS IDENTIFICATION MARK AND BE ACCOMPANIED B"(• A f.: c � RISC,AS,'), SECTION A3.6 � MATERIAL: THE WOW, CERTIFICATE OF C.ONFC'KRMANCE. ONE GOAL OF END SEALER SHALL. BE APPLIED Ckd f? O COMPLETE AwD _AWIAI PENETRArm ` ___ x - NON-SHRINK GROUT SHALL_ BE A PRE-MIXED CONSISTING OF NON-METALLIC IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HAWSERRS NOT SHOWN •Ce 'O � c_ BC 1704.3 1,AWS 01.1, TEl"1PORARI' GCk .ITIQ�L AGGREGATE, GEMENT, WATER REDUCING AND PLABTICIZINs AGENTSt CAPABLE OF SHALL USE SIMPSON 'EC's'. BEAMS 614ALL BE VISUALLY GRADED WESTERN SPECIES SINGLE PASS FILLETS 15/16' x THE CONTRACTOR 84441 L BE RESPONSIBLE FOR STRUCTURAL. STABILITY OF THE NEW AND DEVELOPING A MINIMUM C AIPRRESSIVE STREW3TH OF 2,200 "1 IN 48 HOURS AND 6~ I IOUSTRIAL GRADE, AND OF THE ST-FRENGTH INDICATED BELOW: EXISTING: 3TRIJCTUR€S A10 WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE PSI IN 28 DAYS. GROUT SHALL SE MIXED AND APPLIED IN STRICT ACCORDANCE WITH L� CONCRETE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. MANUFACTURER'S RECOMMENDATIONS. COMBINATION � LU _ DEPTH S`I'MBOL. f.�F'ECIE.(a LSE � °L REIPFORCNG SIS AND PLACEMENT X AG 318: 3.5, 7.,-7.7 i _ VERIFY USE OF REUUF<ED DESIGN my X AG 318:CFI.4,5 2-6.4 �ITTA-S: � � PREPERATION OF TEST SPECIMENS x ASTM C 172,ASTM_ C 31,ACI 318: 5.6,5.8 SHOP DRAWINGS SNA_L BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TU CONCRETE MASONRY UNITS: ASTM C90, GRADE N, 1,900 PSI MINIMUM COMFNE881VE ALL 24F - V4 OF/DF (DIMPLE SPAN) III.^ G CONCRETE PLACEMENT X ACI 318. FABRICATION AND CONSTRUCTION RECzARDING ALL STRUCTURAL ITEMS, INCLUDING THE 6TRENGTH, MEDIUM OR L!GHT WEIGHT UNITS. ASSEMBLIES $HAI-'- HAVE A MINIMUM ALL 24F - V8 OF/DF (CONTINUOUS OR CANTILEVER) 58,5.10 FOLLOWING: COMPRESSIVE STFENGTH OF Fm - 1,500 PSI, UNLESS NOTED e.40'" --- cRRWISE ON THE PLANS, AS MANTT:M,ANCE OF SPECIFIED CIIF�I( X AC1318: 5.11-5.13 VERIFIED BY PRISM TESTS 15EFORE AND DURING CONSTRUCTION. CONCRETE MASONRY Y IPREIIANUFACTURED OPEN WEB TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN LN THE � TEMPERATURES AMTECifwOUES CONCRETE- MIX DESIGNS (PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A WALLS 814ALL BE REINFORCED, A8 SHOUN ON THE PLANS AND DETAILS, AND IF NOT &-kXIN, ORAWIWSS, MAI14 FACTUFCD BY THE TRUS JOIST MACMILLAN CG"PANY, OR AN ENGINEER EPDXY OR ADHESIVE ANCHOR PLACEMENT x MINIMUM CLF 30 TEST SPECIMENS PEIR MIX), CONCRETE STEEL REINFORCING, $TTr1UCTURRAL SHALL 15E AS NOTED UNDER 'MASONRY REINFORCING STEEL'. APPROVED ECAJAL IN ArXOR7ANCE WITH ASTM D 5235. PROVIDE BRIDGING IN �Q CATED STEEL, GLUED-LAMINATED BEAMS, AND PREFABRICATED WOOD JOISTS AND TRJSSES. TiTEN HD SCREWS OR WEDGE ANCHORS — - ALL CMU APPLIC�ITIOPNS AND WHERE INDICATED - CONFORMANCE WITH THE MANUFACTURER'S RECO"p"iENDATlONB. TRUSSES SHALL BE � ON oRAWINGs FOR OTHER APPUCATI Ns INSPECTION: LEVEL ONE OR LEVEL TWO SPECIAL INSPECTION REQUIRED. DESIGNED FOR THE LOADS NOTED ON THE DRAWINGS TRUSSES AND BRIDGING SHALL BE ------ IF THE SHODRAWINGS DIFFER FROM, OR ADD TO THE DESkaN OF THE STRUCTURAL MORTAR AND GROUT: CAPABLE OF RESISTING A 5 PSF MINIMUM NET WINE) UPLIFT UNLESS OTHERWISE NOTED ON /� LLA N DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL MORTAR MIX: AFjTM C210, TYPE S, IN ACCORDANCE WITH !BC TA151_E 2103.1(1), 2103.1(2), AND THE ORAWING6. THE TRUSS MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND c� _ 1 INSPECTION DRAWING$ SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO 210322.12, F'm - UNW PSI MINIMUM FOR CONCRETE MASONRY. VERIFY THE PROPER INSTALLATION OF TRUSSES IN WRITING TO THE ARC: !"ECT/ENGINEFR PROPORTIONS OF SUE PREPARED MORTAR x REVIEW AND ACCEPTANCE BY THE ENGINEER MORTAR MATERIALS: PORTLAND GEMEN i, ASTM C150, TYPE 1. PREMANUUFAC:TURED U100D TRUSS ALTERNATES WILL BE CONSIDERED, PROVIDED THE C3 .. OONSTRMTIONOFMORTAR.ONTS MORTAR AGGREGATE: NATURAL COLOR, ASTM CR44 ALTERNATE IF/ COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL. AND FIRE ,� 1 PRS M GROUTING X DESIGN DRAWINGS, °SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND SAND: ASTM C144 RATING REQUIREMENTS OF THE PROJECT, AND IS ICG APPROVED, S12E AND LOCATION OF S7FIUC1ISJriAI FAR9RICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: GROUT AGGREGATE: ASTM 0144 = W PREFABRICATED PREFARICATED Uk:00 JOISTS AND TRUSSES, WINDOW WALL, AND ALL OTHER GLAZING GROUT: ASTM 04'16 OR IBC TABLE 2103.10MU , F'c■2,C00 PSI MINIM AT 28 DAYS. ALL IN ADDITICN TO OTHER DESIGN FORCES SPECIFIED ON THE DRAWINGS, PREMANUFACTURED ELEMENTS SYSTEMS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. TRUSSES SHALL BE DESIGNED FOR LOADS RESULTING FROM MECHANICAL UNITS AND TYPE,SUE,AND LOCATION OF REINFORc;wG IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCWiTECT/ENGINEER PRIOR HYDRATED LIME: ASTM 0201, TYPE S EQUIPMENT (COORDINATE LOADING AND LOCATIONS WITH MECHANICAL SUPPLIER AND � cnl r, CONNECTORS,ANCH(T,,(S,AND PRESTRESSING x t0 FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 2003 IBC. CONT'RACT(:.jRP)• SNOW DRIFT LOADS SHOWN ON THE PLAN ARE IN ADDITION TO THE LISTED H- N TENDONS AND ANCHORAGES PRIOR TO WHEN EITHER THE AMBIENT TEMPERATURE.,_ OR THE TEMPERATURE OF THE MASONRY UNITS TRUSS LOAOb. r � pyIW; PROVIDE NO MORE THAN THREE COPIES OF ANY SUBMITTAL TO THE ENGINEER FOR REVIEW. FALLS BELOW 40 DEGREES FAHRENHEIT, GOLD WEATHER MASONRY CONSTRUCTION SHALL � Im cn pC O 2 �lE�OF MAY COLD THESE CIES WILL BE REVIEWED AND CORRECTIONS/COMMENTS WILL BE PROVIDED AS COMPLY WITH IBC 21043, METAL PLATE CONNECTED WOOD TRL9W-S SHALL BE MANUFACTUW-O AS REQUIRED By - x NECESSARY. THE ENGINEER U/ILL RETAIN ONE COPY AND RETURN THE OTHER TWO MARKED TRUSS PLATE INSTITUTE TPI 1, AND DE54NED FOR THE LOADS NOTED ON THE DRAWINGS. a< f� o fND (<40'Fl AND HOT(>Ii(Y'F)WEATHER UP COPIES TO THE ARCHITECT. IT 16 THE RESPONSIBILITY OF THE ARC441TECT OR WHEN THE AMBIENT TEMPERATURE EXr-EEDS 100 OEeSREES FAHRENHEIT, OR EXCEEDS 90 TRUSSES AND BRIDGING SHALL BE CAPABLE CIF RESISTIW2 THE WIND UPLIFT NOTED ON C^v -u o GROUT SPACE IS CLEAN x CONTRACTOR TO MAKE ANY ADDITIONAL (REQUIRED COPIES OF THE MARKED UP DEGREES FAHRENHEIT WITH A WIND VELOCITY GREATER THAN 8 MPH, HOT WEATHER THE DRAWINGS (5 RO FW NET UPLIFT MINIMUM), AS WELL AS LOADS RESULTING FM �-- a PROPORTIONS OF SITE PREPARED GROUT x SUBMITTAL. CONSTRUCTION SHALL COMPLY WITH IBC 2104.4. MECHANICAL UNITS AND EQUIPMENT (COORDINATE LOADING AND LOCATIONS WITH PRIOR TO USE MECHANICAL SUPPLIER AND CONTRACTOR). THE TRUSS MANUFACTURER SHALL RETAIN AN EAR THWORQIG GRQur PLACEMENT x APPROVED lRd6PEGTlC7N AGENCY TO OBSERVE ALL PHASES OF TRUSS OR1°ERAS'IONS DURING PREPARATION OFREQUIRED GROUT PROTECT INCOMPLETE WORK FROM FLOODING, DURIN:s STOR`1S OR OTHER CAUSES, REINFORCING SHALL CONFORM TO IBC 2103.11.1. DEFORMED BARS SHALL BE GRADE 60, FAERICATION AND DELIVERY UNLESS THE TRUSS MANUFACTURER MEETS THE REQUIREMENTS x THOROUGHLY BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH ACI 530. REINFORRCING BARS OF .BC NG SECTION 2303,4. TEMPORARY BRACIOF THE TMJ66ES DURINr.1 CONSTRUCTION SPECIMENS,MORTAR SPE Nt3,AND PRISM UPLIFT DURING CONSTRUCTION. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT TO BE WELDED SHALL CONFORM TO ASTM A-19W UNLE66 OTHERWISE NOTED ON THE 18 THE RESPONSIBILITY OF THE CONTRACTOR- VERIFY COMPLIANCE WITH NBPIECTION DISTURBANCE OF AND TO PROPERLY DRAIN TW2 AREAS UPON WHICH CONCRETE IS TC PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: PROVISIONS OF THE CONSTRUCTION x 15E POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER JOIST AND TRUSS DEFLECTION SHALL SE LIMITED ''0 THE FOLLOWING: T.M. RIPPEY DOCUMENTS AND APPROVED SUBMITTALS TO PREVENT SOFTENINGs OF THE BASE FOUNDATIONS. CONVEY WATER !REMOVED FROM THE HORIZONTAL BARS EXCAVATIONS AND RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER (IN BOND BEAMS) ROOF JOIST OR TRLISS: STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR THIS BTTRUUCTURE. ENSURE THAT THE WALL TIMI XNE �.TIGAL MA-RS SING BOND L/240 DEAD + 9NM LOAD CONSULTING ENGINEERS WATERING OPERATIONS WILL NOT ADVERSELY AFFECT FOUNDATIONS. MAINTAIN THE L/360 SNOW LOAD EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE 8" i�5 461, O/C (2) 04 • 48" O/C 7650 SW Beveland St., Suite 100 WORK IN A PROPER Uk;�RKMANLIKE MANNER REMOVE LOOSE OR DISTURBED SOIL FROM 10" Y� • 48" O/C (2) «5 • 48" OIG MEQjAFl_ICA, Tigard,Oregon 97223 THE BOTTOMS OF EXCAVATIOK FOOTINGS SHALL BEAR rN UNDISTURBED NATIVE SOIL OR 12" h6 • 48" O/C (2) '16 • 48" O/C THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS CIF ELECTRICAL EQUIPMENT, Phone: (503)443-3900 STRUCTURAL FILL IN ACCORDANCE WITH THE SOILS REPORT. MECHANICAL, PLUMBING, FIRE SPRINKLER„ MACHINERY, AND ASSOCIATED PIPING WITH THE Fax: �S<)3)44.3-3700 BOND BEAMS WITH Tl'JO "5 BARS HORIZONTALLY SHALL BE PROVIDED AT AlL FLOOR STRICTURE ANY CONNECTIONS TO STRUCTURE NOT CVNFORMING TO SHEET MEAL. AND AIR WWERRE COMPACTED ARREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE AND ROOF LINES AND AT THE TOP OF WALLS. PROVIDE A BOND ENEAM WITH TWO 03 BARB CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY WEATHER OVER EXCAVATE AND BACKFILL WITH 3/4L' MINUS CRUSHED ROCK COMPACTED HORIZONTALLY" ABOVE AND BELOW ALL OPENIW;S, AND EXTEND THESE_ BARS 2'-6" DETAILED ON THE MECHANICAL ENGINEER'! DRAIIIINGS, SHALL 15E DESIGNED IN TMRJOB#6181 TO MINIMUM OF 92% OF THE DRY DENSITY AS MEASURED BY AASHTO TI80. MINIMUM PAST THE OPENING. PROADE ONE 05 BAR FOR THE FULL HEIGHT OF THE WALL AT ACCORDANCE OF THESE GENERAL NOTES, 15Y AN ENCANEER REGISTERED IN THE STATE OF EACH SIDE OF OPENINGS, WALT_ ENDS, AND INTERSECTIONS. L44LESS OTHERWISE NOTED, OREGON, AND SHALL BE SUBMITTED TO THE AVZWITECT,ENGINEER PRIOR TO FABRICATION. CA61-N-MAQ9 C'�raggT'E: PROVIDE CORNER BARB TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL a MIX DESIGN: PREPARE DESIGN MIXFS FOR EACH TYPE OF CONCRETE. PROPORTION MIXES INTERSECTIONS, R.AA441L"s AND {I�TEl=1Ra7E sr; EOFROffS BY EITHER LA50RRATORRY TRIAL BATCH OR FIELD EXPERIENCE METHODS, UUSIWz MATERIALS LAP ALL. BARBS AT SPLICES 12 BAR DIAMETERS, WITH A MINIMUM LAP OF 21" EXCEPT AS ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON TO DE EMPLOYED ON THE IIJORK FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH NOTED (EXCEPTION: FOR HORIZONTAL BARS IN A WALL, LAP BARS AT SPLICES 48 BAP THE PLANS. �'��' 'IK CERTIFIED REPORTS OF EACH PF40POSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. DIAMETERS MINIMUM UNLESS NOTED OTHERWISE). 13.flee THE CONTRACTOR SHALL. SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS 1144ERE REQUIRED, MECHANICAL SPLICE CONNECTIONS PER ACI 530. ` REQUIRED, A NNIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED MA60NRY VENEER: REPRESENTATIVE 6WALL BE REQUIRED AT THE FOLLOWING TIMES DURING CONSTRUCTION: °7J=N o ADMIXTURES: AIR ENTRAINING: AGENT IN ACZORDANCE WITH ASTM C260 AND !DATER- ALL MASONRY VENEER SHALL BE ANCHORED To 714E STRUCTURE WITH ANCHORS SPACED 0A ill REDUCING ADMIXTURECONFORMING-2ASTM 494, USED IN STRICT ACCORDANCE WITH 'THE • I'-4" O/C MAXIMUM EACH WAT (ANCHORS SHALL BE A MAXIMUM OF 8" FROM ANY FREE AFTER THE W00D ROOF SHEATHING AND ROOF STRAPPING HAS BEEN INSTALLED, PRIORCl a� MANUFACTURRER'S RECOMMENDATIONS, MAY 13E INCORPORATED N CONCRETE DESIGN EDGE), ANCHORS ARE TO BE OUR-O-WALL 'SEIWIC DA5213 S' ANCHORS OR ENGCs ENGINEER TO 04 VERINWITH ANY MATERIALS. Hr MEitR��L MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM 0260 SHALL BE USED IN APPROVED EQUIVALENT. ANCHORS MUST ENGAGE JOINT REINFORCEMENT. PROVIDE CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER THE MINIMUM W1.1 CONTINLOUS SINGLE-WIRE JOINT REINFORCEMENT • 1'-4" O/C MAXIMUM THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4)FOUR DAYS PRIOR TO THE COMPLETION I EXPIRES: 12-31-0$ AMOUNT OF ENTRAINED AIR SHAT-L. BE 5% - lit BY VOLUME. FLY ASH SHALL CONFORM TO VERTICALLY. r'-O NT REQUIRING SITE OBSERVATION. m 2007 Ba"Inger Partners Archlrecture PC ASTM C 618 AND SHALL BE LIMITED TO A 15% MAXIMUM BY CEMENT WEIGHT. This doe mons,and the Ideas and designs Incorporated herein Is an Instrumer• -'EGTION: of so-vice of eapinger Partners Anti oda ne r,. CZNCRETE UIORK :SHALL CONF<M'1 TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED ALL MISCELLANECUUS STEEL: ASTM A36 (FY■36 low,,ger fort'an d other r*s r d rig all ,000 P81), OR AS NOTED ASTM A512 BPIcGIA,L 1Md8PEGTIONB: IN ACCORDANCE WITH SECTION 1"104 OF THE INTERNATIONAL law,smtuotory and other rwtenred rights, BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: (FYa50 KSI). BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL including copyrb-ht thorero, This document shall not be um �whole at In poet for any WIDE FLANGE: ASTM A992 (N a 50,000 PSI) OR ENGINEER APPROVED EQUAL. INSPECTIONS ARE TO BE PEED BY A:4 INDEPENDENT TESTING LABORATORY otter prole!wql l the wrNten arrlhorbAllan FOOTINGS: F'c■2,4M PSI AT 28 DAYS: MAXIMUM SLUMP 3" PLUS OR MINUS I". SQUARE AND RECTANGULAR HSS: ASTM A500, GRADE 'B' (N-4600 PSI). EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN TyE SPECIAL NSPECTION of Baysinger P. mars Archltvaure PC. ALL BOLTS: A81T"1 A325 UNLESS NOTED OTHERWISE. PRCXsRAM. SLABS. F'c■3000 PSI AT 20 DAYS: MAXIMUM SLUMP 3" PLUS OR MINUS I". ANCHOR RODS: ASTM 1554 GRADE 36 UNLESS NOTED OTHERWISE. THREADED RODS: ASTM A36 UNLESS NOTED OTHERWISE. TI4E CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENC, g1FER OF RECORD OF ISSUED REVISED DATE SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CoONCRRETE PLACED EACH DAY SHALL WELDING: PER AW6 STANDARDS. E10XX ELECTRODE AND 15Y CERTIFIED WELDERS. ANY ITEM NOT COMPLYING WITH THE PROJECT SPECIFICATIONS AND/GR APPLICABLE BE TAKEN NOT LESS THAN ONICE A DAY, OR NOT LESS )'!-IAN ONCE FOR EACH 150 CUBIC ALL STEEL TO HAVE SHOP COAT. CODES BEFORE PROCEDING WITH ANY WORK NVOLVING THAT ITEM. THE ENGINEER OF YARDS OF CONCRETE, OR NCT LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF ALL EXPOSED STEEL. 15ELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT RECORD WILL REVIEW THE ITEM AND DETERMINE ACCEPTABILITY. IF WOW, INVOLVMG SURFACE AREA FOR SLABS OR :HALLS. PRIOR TO BAC.KFILLNG. THAT ITEM PROCEDES WITHOUT THE APPROVAL OF THE ENGINEER OF RECG►n, THAN THE SLEEVES, OPENINGS, CONDUIT, AND OCHER EMBEDDED ITE! $ NOT SHOWN ON THE ALL STEEL EXPOSED TO WEATHER SHALL BONS E GALVANIZED. WORK WILL BE CONSIDERED NON-COMPLIANT. STRUCTURAL ORRAWNGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE -Al&-, PIORJRINY.s. CONOUIITS EMBEDDED IN SLABS SHALL NOT BE LARGsER THAN ONE THIRD OF SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS', WELDING SHALL CONFORM TO THE THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE AULS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL SE 3/16" DIAMETERS ON CLNTER PROVIDE 5/4" CHAMF RS ON ALL EXPOSED CONCRETE EDGES MINIMUM UNLESS OTHERWISE NOTED. WIELDING SHALL BE BY AWS CERTIFIED WELDERS. UNLESS NOTED OTWERII6E. F'REQUAL.IFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AUS QUALIFICATION IS SJBMITTED TO THE ARCHITECT/ENGNEER PRIOR TO FABRICATION. SLAB ON GRADE IS NOT DESIGNED AS A STRUCTURAL DIAPHR'�.aM. INSTALLATION AND TIGHTENING OF ALL BOLTS SHALT. BE IN ACCORDANCE WITH T14E .Q21QMM REM2M G MEL; '(SPECIFICATIONS FOR STRUCTURAL JOINITS USING ASTM A325 OR A490 BOLTS'. UNLESS ORIGINAL ISSUE DATE 04/09/01 RIEIPFORRGINCs STEEL SHALL CO4FOR'1 TO ASTM A615, GRADE 60 AND F R DEFORMED NOTED OTHERWISE BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE C CMECTION AND DRAWN BY DMS CHECKED BY XW BARBS, UNLESS OTNERRWISE NOTED. REINFORCING STEEL TO BE WELDED S4ALL CONFOW BRCVGWT TO A SNUG-TIGHT CONDITION. SNUG TIGHT 18 DEFINED AS THE TIGHTNESS THAT TO ASTM A106. WELDED WIRE FABRIC SHALL CONFORM TO A61'M A82 AND A185. EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MA r' BE ATTAINED BY A FEW !MPAGra OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN GENERAL NOTES REINFORCING: STEEL SHALL BE DETAILED IN ACCORDANCE WITH AC! 315- LATEST EDITION ORDINARY SPUD WRENCH. ('DETAILS AND OETAILM CONCRETE RREINFORRrEMENT'). GAR TITRY: UNLESS NOTED O'rp4ERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL ISE AS FOLLOWS, SAWN LUMBER DESIGN! 18 BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SM N LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION SUJRE.AUJ OR WESTERN F'..)R CONCRETE e,)IRENGT:I F'c ■ 3,OE0 PSI - LAP SPLICE L"- TW ■ 58 BAR DIAMETERS. WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LLI !BER NOT SPECIPIC-ALLY NOTED FOR CONCRETE S WLENGTH F'c a 4000 PSI - LAP SPLICE LENGTH a bV BAR DIAMETEMS. TO BE DF. 02 OR SETTER ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL DE PRESSURE TREATED UNLESS AN APPROVED BARRIER 18 PROVIDED. 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' .. , a _. •YYs••.ai..., ,...-.yp,; •"^,/eat^.u:.,Itlbi y.c••1/r..-..:_,.,,;-.e - �. , _ - - ....___ L 1. .. ,,,_._ -... ,,;.- _.._......._,. .r.. ....,are..: -' �...... ..... . s' - ..., arAav ,..... .Tai.i•w.a..:.::'W....vrr.a,a.... ....rslwc. _. _.,,. _ 1-\•+ar'rr4 a Y irYi std''";:,•^ ', i itt ' .v A:. 1. hi. t f ' I. ,. FUVDATIC k PLAN KEYNOTES., 1 b4'-' ' I I I. 4" CaNCRE1'E &LAD WITH 04 • I'-4" O/C EACH WAY. - 2. PROVIDE CONSTRUCTION / CONTROL JOiNT (CONTRACTOR C4006E's JOINT TYFKd). ,^ 20'•11 ' 28'-II�' b'-II SEE DETAILS 1/63.1 AND 2/63.1, 3. CONTINUOUS THICKENED SLA15 EDGE UNDER STOi VONT, I'-O" WIDE AT BASE, } NOTE, GRID D11EN61" ARE I I I I m� FOR RL�'E'��dC-L ONLY, BEE 1 3 WITH l2) 05 CONTINUOUS AT DASE, SEE DETAIL 3/631 !� ARCIaITECTURAL- ( 3 36 n ( I I 4. CONTINUOUS THICKENED $LAB EDGE, 1'-b" WIDE AT DACE, WITH (2) �6 CONTINkXI6 �• V E ` FOR LENGTH OF !(IAL L. SEE DCTAiL 3/631 C4 0c, LLJ n` m — — r — -- -- I !3. 486 bxbx�i COLUMN o .• — +. r r r — . — • I 2 3 ` - I 1 9 3 6. M66 bx5x'/4 GOI U -IN 6466 5xbx3/I6 AT SIMILAR CONDITION). i t I 4 I 3 1s 1. 2'-0" x V-0" l3LG�COUT At COLUMN, TYPICAL. . oUL o QC � 4� �. Uj F .Ih9P8ON 'NOUS SDSTIN6.1 PER �E4�40LDc7u�l, ATTACHED TD ADJACENT POST. ANCHOit TO � j - 10. 6" CMU WALL, SOLID GROUTED WITH 9 VERTICAL 4 4'.-V" OIC MAXIMUM AND (2) Ll f" 04 HORIZONTAL • 4'-0" O/C MAXIi LI i. � � ILLI II. MIN111U.M H66 4x4x3/16 GATE PO6T CAST INTO V-0" DIAMETER POLE FOOTING, SEE 1?!/&3.1. met CD A 12. 6IMP6ON EACR END � WALL WITH %"0 c D" QED THIPWADED ISO© AND � uu I TYr. I I 61MP6ON 'SET' ElcOXY (AT INDOT FOOTING, Pll"DE 6`' EMDED INTO FOOTINGS �• 61M. I oA !3 PRO-ADE MNMIM (2) FULL WEIGHT NAIL. LAMINATED 6TUCS FOR HCLDMIN TO W b b ATTACH To. ..�...� -^ �•. Z � ^ oc I 2 R)OTING SCHEDULE: 0 .Y._.., m ,m 1 I 1 LENGTH WIDTH DEPTH LOuCvITUlVV L TRANSNEPSE f I I REl"1ARK8 Q - •L• •W_ •D• RcIh.FORGIM�s R£IPFC)'RG�1�1C�s i A 4'-S" 4'-S" 1'-011 (4) +�bx4'•'3" (4) 03x4'-3" CENTER UNDER COLUM LAJ TIT TYr I O b -m 31-0" I -011 (4) 9x5 -6 (1) Bx2 -6 CENTER L- ':R COLUMN 04 �' i I oG b'-d►" 4'-m" 1'-&' (5) 03x3'-6" (1) 9x3'-b" CENTER UNDER COLUMN �■� � . I 1 I I (5)04xI3'-®" TOP 0401'-o" O/C TOP CENTER UNDER 61•�'EAR TALL 01.7 131-6113 -D I 'm (5) «►ixl3'-D" ISOT. 4501'-D" O/C DOT. I TYP! E 3'-®" 3'-D" I'-D" l3) "6x2`-b" l3) 3x2'-6" CENTER UNDER REAM OE,4RIN(s 6TUDd I _ o . SIM. I 0 y I 0 F-- 1D' r ol�cow- V-9" 1'-D" (3) M5 x CONT. 044 • P-4" OA; CENTER tNDER WALL 1 C, J TYP L c 2 F-- a 1 ❑ I WALL STUD KEYNOTES: 3 I I mll % Z4 1T i I L 2x80 1'-4" O/C MAXIMUM. - ' � I — _ _ �- _ _ _ _ _ _ +_ _ _ I 2. 2xb * 1'-V" O/C MAXIMUM, PROVIDE DOIIDLE DEARNG 6TUD UNDER ALL r _ g� r I I ROOF JOISTS (SEE 622 FOrt WOOF JOIST LOCATIONS). T.M. RIPJE �-+ r 3. 3xb 0 1'-4" O/C MAXIMUM. CONSULTING ENGINEERS Fil i 1 1 i �� 7650 sw sevela�sl.,Suite >Ioo I I 1 6 ADDITIONAL 8TUDS REQUIRED AT CANOPY ATCACI4-ENTS, SEE 82,2. Tlgmd,Oregon 97223 i Phone: (503)443-3900 81M. � I g 0 � Z4 Fax:(503)443-3700 SMEAR WALL KEY * ` p - - -- - - ---}--- - - - -- - - - I — - D.1 WALL 'M)09#6181 2 ' I ti!" PL•YUI�SWEATIHM MONE SIVE LENCsTN OF WALL COVERED 1 BY KEY ■ HATCHED LINE � ,O ttofff�/o I I I �.', 2 . 11" PLYU X) 50T'N SIDES Q BLOCK ALL EDGES OF EDGE HAIL 11�z CPS HC.HES h PLYWOOD PLS _ ad C��-�, FIELD � I b I TYr! 1 NAILING • 1'-0" O/C TYPICAL f r 1 LL FABTENE9% -rr I I • ��•♦ x 4" zrldED �'. �(p 41% � - -- - - - - - - - SRIPSOW 'TITEN-HD' 8_ F,ASTlh�l1! 6P Q M lam$ *0 a i• Tyr. i I i I i I ALL SCREW ANCH01�9A�L !IIALLS WITH ANC4OR SPACING LESS Almll-` I I HAVE 81i1F'80N� 'D9�6-2' �� '�'-0" O/C SHALL NAV1r A 3x t SILL PLATE EXPIRES: 12-31-n9 j I I PLATE WASHEF't�+. o"W moro"W rw w•„A„d•mm*mm K �..— Thk slum - s�1,=W 01!,w N.•s=W+..Ips I 1 I I I N.as+vweued herein Is ass ensl.,.nnu e blit .i....km 4 io- A q Peft%.Ar q%md 9 M APPLIED TO SOM4 FACES OF b b * NOTES, PANELS TATO FALL ON DIFFERENT FRAMING MEMDERS LAi D FRAMM(s SMALL DIE; "no be u•"n W%mm pw#W y - 31, NOMINAL OR THICKER AND NAILS ON EACH 61DE SMALL DE 6TACGff ED. of�„s., A„d„N,.t,Om PC WTYP- I © - AT "L6 WITH PLYWOM SMAT14NG NOT NOTED A6 , FMWVIOR A l0 11 1 J 2 MINIMUM OF IELD eiLL ANC (*7146 TTo DE:4 C"O/C MMA�cIWN �11UH,UTT114 A MINNILI +'OF ISSUED/R{�bUD DATE (3) ANCHOR. PER PIECE OF WALL. f — 1 It Q 07.10.07 r. r — i'-m" I p i I TYP. I I I T1'P. I I I I I I D I I I O II I I I 3 3 DM"BY W A(ol[{ICED BY KW R 0710107 4 3 1 - F FOUNDATION PLAN i I r2 0 of 8 L J NOTEt SEE SiTE !FLAN __l 121 FOR LOCATION. TYP_ i TI�iASI-I ENCLOSUR� FLAN FOUNDATION i�L,4N :�'� o�' 3g trz-snaE 6CALEs W' I'-O" ( fl=-�snt SCALE, ib" 1'-D" S291 CONSTRUCTION DOCUMENTS iq ,.vyy n..e. • :.'._, .> ,n:,x..•,^..,,,..,.-,,:._,.tr..,an:aatiu::..;,,asna es . ...." _.. ,.,. ..v .. ... ...- zt ,vr -- ..v. . . •4'01'Ye1WMpA7kxftxlfb �r45th?;h;.'.iKtY�Fa*('.'...,. .. ..:,ci.. . -fir. . - WHrt a urrNw•[ PW9,N1ro .. S'=„rw..M'. at!-.+..!. -+ ^ F' - _ - .. v ell, j 1 i i(i ~iW?j'Ii�T", 1 T T �jTjTil T1 1 t w; q...•r•. ,•..N• 1r1Y.'tio_rrMV®.%K /h_,.►AIA.Ir+.blTr.tuw• d' Zlillimmill J, F'•.,.' ¢:. rf-.++..+-Y .+r.,;".....aw^.^Ir'M :^wMM.-:awI.t'w'n.. ,y. ! qP' Il fMJR - • -ri^.aDi.:itw,R_:.+w.' f.C•nNM.iff:.:n. •• YYaY.J ..�./ :,ar.+!!«ernt+.'f'N.ww-sr-aln+..•w '.•+.+w.x .� �V f - .1 jrw.. . +M' ^W..e•-11F•..."•+Ys:. uvYMANI/MrMNO-;'.Ms11Wt-atY`M-,'-r't.tK•:. r.';' •. a•M1+1M/Mu.Jeldci• � - .. .. ^. - .e yo,�� • .,• . ..., rJ',m3W'_ala'MY G'w..'^ X11.�+"lM1nm.,�,•MMM '4vL"kt'•Yl t" '1 waeMlMgi'"Y.L: '^ _'S:V-r�.P... :. ..... ..a..w. '.,.-xT. .., .......yPffiI�'.......-�n.:� _ .... �x.^!"F'°'r+.`. •' ... '+."4'4•.yf•.:•.' MMS`AM'b'rr+, ..._^w:•s•-..tArsa..ea+4! Msri,.:ri.. lw.Y'•.=rrlr,bwl•r..•xYi1C71••_i['•.:Y'J6 ri?t,i. W , •R j, t I •'Y 4: jfEMr1 1 2 BELOW 3 4 I $ ROOF FRAMI1�Cs tp1LAN KEYNOTES: I I I I I 1. a4" PLYWOOD OR OSIS SHEATHiWx, APA RATED 48/24 AND ORIENTED AS SHOWN. ATTACH WITH Bd COMMON (0.13"1 x 2'/2") NAILS • 6" O/C AT PANEL EDGE$ AND • l'-0" O/C FIELD (PROVIDE BLOCKING AT ALL UNSUPPORTED EDGES FOR 13'-C" FROM EXTERIOR WALLS AT GRi06 'A' AND 'F'). I 3 I I 1 I 3 I 2, DESIGN TRUSS TOP C_4:11 DS FOR 300 LIB. MECHANICAL POINT LOAD WITHIN -_ ---- S'-O" FROM THE GLULAM GIRDER (HATC.HED AREA). THIS LOAD 1$ IN ADDITIONmmi a - - — - - �,•. . -- TO OTHER RECAARED DESIGN LOADS. R•2mrlDt� 81M. mmi _ 69 PGF {j Ig 9 3. HSS CANOPY WITH FRAMES • 4'-V" O/C MAX AND WITH METAL DECK ROOF, BEE �V o DETAIL 6/8.4.2 FOR TYPICAL, FRAMING AND CONNECTIONS. CID 4, DECOIrc.4T11/E CHANNEL FRAMED CANOPY WITH NO METAL DECK, SEE DETAILS CD r 52 PSF I 4/64.2 FOR TYPICAL FRAMING. CD 0 k -_ D. DE81GN TRUSS TOP CE�ORL"� FOR 20fbr� L8. POINT LOAD FROM 1 BEARJNG WALL r---- 01 25 PGF ,. f. o G y, I 28� F'8F ` Z -_i`� ODD i ABOVE. ADD ADDITIONAL T1�188r=b IF NECESSARY. TN18 LOAD 16 M ADDITION a I I Icz �1$tePb� ` ` I TO OTHER SPECIFIED DESIGN LOADS. j— 12 Z�" �„O�'�b --j 6. DESIGN JOIST TO SUPPORT A 200 PLF LINE LOAD FROf 1 THE WALL ADOYE. � � , 1C� 12 � TYP. I T pe 3 f\, Q �I I BELOW TWIG LOAD 16 IN ADDITION O OTHER SPECIFIED DE64" LOADS. E I � r' 3 4 1. GNO'U DRIFT: DESIGN TRUSSES FOR LOAD hROM ONOW DRIFT-. THIS I.OADNG IS V'1 TYP. ` IN ADDITION TO OTHER SPECIFIED DESIGN LOADS. W ■ _J I /� � ///// / / / / //,� � I O. PREMhNtFACTURED ROOF TRUSSES SPACED • 2'-m" O'C 1/ OP CHORD DEAD LOAD • BPSF (NOT INCLUDING TRUSS WEIGdT). ~" E TOP CHOFV LIVE LOAD 2xv PSE. cm � fay /GL_ 6D x21 GI x21 BOTTOM CHORD LEAD LOAD • 1 PSF. Q �' c . NET WIND UPLIFT a 1 r"";� �■i L ��.', 13 S SIMPSON 'CMST12' x 10'-0" STRAP L;ENTERED ACROSS PIER AT rACJ-ED TO THE � (� L r § V FACE OF THE GLULAM BEAMS (SEE DETAIL 4/84.1)- PROVIDE 4x6 BLOCKING 1`s 6o , ��// / I BETWEEN STUDS TO SUPPORT STRAP. FI TRA LL ALL NAIL HOLES WITH 16d NAILS (AT � � L 12 -- I SIMILAR CONDITION ATTACH B'-m" OF STRAP TO WALL AND 5'-®" TO BEAM). ,� c 2 ^ I APPLY €,TRAM' TO OUTSIDE FACE '7F PLYWOOD 614EATHIW-L . >- L --I ID. SIMPSON 'G814' x 1'-®" STRAP CENTERED ACROSS PIER ATTACHED TO THE { i 52 F'SF , alb Z �b' QIG ,12 ! I FACE OF THE GLULAM 15EAM6 (SEE DETAIL_ 4/64.1). PROVIDE 4xb IDETWEEN ® 1 STUDS TO SUPPORT STRAP. FILL ALL NAIL HOLES WITH WDd NAILS. H-- 3 ^g P8F ZJ1- t� '�� i I LIN- -� 11. WING WALL ON TOP OF ROOF DECK WITH KICKERS, SEE DETAIL 2154.1. SIM. 12. FIRST TWO TRU88ES FROM THE EXTERIOR WALL SHALL HANE BTF4XTURAL TMF' 2 AXIAL LOAD SITE KIPS ( ARTH©UAKIE/WINDUMBER TOP C44ORDS )M ADDITION SHALL ISE DO OTHER SPECESIGNED FOR IFIED LOADS. -'� 13. SIMPSON 'MST160' CENTERED ACROSS (x-ULAM BEAM (SEE DETAIL 8/84.1). FILL , o ALL NAIL HOLES WITH 10d x 1W NAILS. LU . l Gd. IS) ?xl? 14. ROOF HATCH. PROVIDE (2) 2xb I-SADERS AT ALL WSUPPORTED PLYWOOD L C _ /R•2d;1"ll R•?r00fd' I I EDGES. � ' 13 / ,� I i / 3 lie 15. SIMPSON 'CMSTI2' x 40'-O" CONTINUGAZ STRAP LOCATED PER PLAN. ATTACH TO c N NSIDE FACE CY-- ►�OUMLE TOP PLATE WITH (2) ROI+tJB OF Ipd NAIL6 • 1" O/C � ac BELOW EACH ROW. Q � 12 2 -- 'O 16• MINIMUM 4x6 READER OVER DOORS. A 01 � U a �� N I I ^3 ^3 Li tib O/G ,. � O O Il. MECHANICAL.. UNITS TO BE DEFERIRED SUBMITTAL. 12 Ip I 1aTb'�, COPD 6 I I I tJ1, 52 PGF ' Wroc FRAMING MAN MOTES: a al � ?!, PGF ` I Delm. - FOR TYPICAL DOUBLE TOP PLATE GPLICE AND NAILNG, GEE 12/84.1. TMP, I 6'_®� 4 - WE 62.1 FGR SWAIIIIN ALL ; r 6 AND GHEATHNG, T.M. RIPP]EY CONSULTING ENGDVEMS 7650 SW Aeveland, Suite 100 _ _ G1L. x21D x21/ I. GL _ � Tigard,Oregon 97223 / /R•2!)fb0 ,� •2COA (3) 2x12 Phase: (503)443-3900 = I Fax: (503)443-3700 Typ- TyP i�rBELOW Il6 TNR JOB#6181 � � I I f ,spa �'J40 �► r I 3 - I ^,! y-o tr.� �� pdF pEP� TYP. IN _ i 2 )b -7 0111M GEE 62.1 FOR 6NEA!lllrtiALG. KEY EXPIRES: 12-31-08 o 2W Mayskww Ps nm AidNMdw•PL GL 6 x21 GL xZl% I /1' This dwunww,and/ha Ws- and A 1 CIEs — Inrorp,orotad hor•in Is on Irr„trumant - — - -- R!?000 � R•200fD � I I d mn4m•of XvWn r P•Anars Ardlf mm K. / I I 111"rNr Pmin Ardwlaclwe PC reWra all lw •dlr,a N d sbaN•■t be wd M alwh a In'wt ow any TYP. r—J � 1 of DoWnWw Partnara Aith0sawro►C. �r_1 14 2 I • l `' ` � � � ' ' ISSUED/REVISED DATE I 3 12 b„ OIG �� IZ �In I 1blep • �'0 I T'I'P. -I—� +—+ + ELECT.RM.CLANG. 06.0+.01 52 PSF I 25 P'SF 25 F'SF I IMP% 61M. TYP. 15 PSF GL 5'- x21 (BELCU) _ F ---- - -- _ _ ORIGINAL ISSUE DATE 04/09/01 I 3 1 1 I _1 3 1 j — DRAWN BY DMS CHECKED BY XV ? ROOF FRAMING 5 PLAN BELOW — ROOF FRAMING PLAN _ (II�,41.La BELOW st`+oI►N) RP415ED ROOF FRAMING FLAN SCALE: S2,02 29 of 3s na- nae W" 1'-®" �� SCALE: Wo11-011 PERMCi DOCUMENTS : t 1 T I J� ►Tr� TfL r, r�r�lrr I��rl(rrr�r1 1��T�li'('!' i� r IL • 'F7 L • - 9 t r * , v j . .. . Ww�w'L m...,...,+.r.+..+.++r. .w w.z.. 'M*weRwwraa.--__. .,._. _._— . r...:rn.•. . .w,.rlwr.+..►...... s.t-s..c•.w....,.wA.lye .lR:eir+eeM...vr.:.:... +:YMrJ:..at,a- se•,:ns.0.w-.. nar. #}, r -^•�ef�le.,.w.+elrcesafpn..os....er... :.rt•....w.rurll^.ay.+...+..4nr,.aW w..y. ,,.,,t. t .u.. ."' ,,.t,..r-..,■,r_-•'-'++-..,...:e. 'M'w-r'uaJC.«.- ...w- .v..►+. .....,. ... ,•uv„-...a.^--saa; •.._ ___. _...—.r. _a"..a:w.at,,,.._^ a:r,.^es^.-+ter.,....».:aa....rn• .,:..«. -. 7rM ..,.w,...-y.,.., -. , _,.• -- -. �_ .- •.� -'7]a4i+:..pyiC`wi V:' R.tt..iw+QYtlai".+.fia.A. r"' +.. ` --.• ..-,.. w•.M,: ,...,R••.-'M+M+c.a'•4rv�1�'s,I-•.9"="!�C•-`•`Wix.w!ftk;-.wroa r. - .. ._ �!',.:'^''"`1rC'^ •t ^--':'SwwL.:n.L1MeY•nwL•t .-. .,..:SYise.wwtl+Mr.Mn .-...r. -.a 4.re•.•.y, ..+. .Arlt•nr.,...c,-:::. .: `:.-`.....--:w..r.,rir.a+a..iWt'hl .s-.NrOS•lRfr,,. r•ra..aY:w•e.:tn� �5 , 9 4:5:1 Q P 777. SIMI°SON F•IOI.DC"41�1 PER PLAN BRICK VCNEER PER ARCH. - 15RICK VENEER PER AF+OGH. --- W/ %"# THREADED ROD USING SIMPSON 'SET' EPDXY P.T. SILL PLATE (ALTERNATE: %"♦ J-BOLT, STUD WALL W/ PLYWOOD ANCHORS, PER PLAN WOOD P08T, PER PLAN 9" EMBED INTO FOOTING) SHEATHING PER PLAN — 2tili x s4 . KEY SLAB, SEE 04 'L' DOWELS, LAP PLYWD SHEATHING, PER PLAN . x.' FOUNDATION PLAN 2'-C" MIN. W/ SLAB - r Aj- SILL PLATE AND -,L - � ANCH04�'b PEP. PLAN 04 CONT. EDGE BAR � REINF. COING• ��, 04 CONT. EDGE BARS CONC. SLAB PER PLAN PER PLAN N $ - � e - � � aha d a COMPACTED / C ,!SHED Pb.')M ° 11 v ° a L C A M AC.C.ORDANCE W/ SOILS a i' MIN. REPORT, TYP. ' ° — r ° SIE N E i'-6r' MIN a 3.. CL of a ° 411 ss c "• SIrK0OTH, DOWEL x 1'-2" LCtY• (1'-m" MIN. a a 3 • I I• ' ° • LE w 1'-m" O/C APPLY BOND BREAKER "# 8MOOTW DOWEL x I'-2" AT bT0!lEFRONT) ° ` Qo u �� MM. c� acs BAWCUT L/3 SLAB CJ�.}�T►+-� '�4 ° ° � Cia �? PULL LENGTH LONG • I'-D" OIC, WRAP ONE END v I PER F5 . SLAB, SEE - ° � CttONGFOO�IING. ce DISCONTINUE REI F. - CGNC. SLAB, SEE OR PLASTIC COVER 011E �-� FOINDATION PLAN 3' GLR v � 6] ° PER PLAIN � � FOUNDATION PLAN V3 'D' �D� _ II CONC.FOOTING, PER • ' • 0 .0 • • V1 u I* _ a7 1 PLAN. SEE "3.1 FOR a N • 'D' e • F"OVIDE AVDITIO�NA . WIDTH CONNECTION OF 3" G-R ° _- ° L� s c b' • AT BRICK VENEER LOCATIONS PER R-� THICKENED SLAB EDGE TO SPOT FOOTMG ` COMPACTED / CRUSHED ROCK PER PLAN � � � COMPACTED / CRUdWED ROCK IN ACCORDANCE W/ SOILS IN ACCORDANCE W/ SOILS REPORT, TYP. REPORT, TYP. w p$ TION ,JOINT 3 THICKENED SLAB EDGE SECTION 4 FOOTING SECTION ,4T HOL.DOUJN �'' � � .- J 1 CONTROL JOINT 2 CONSTRUCTION _ • U3. SCALE �" . I'-o" 31 �°0 ecALEs r • 1'-0 3.1 m-,o eC,a,LE= r" r'-o"3.1SCALE= 'v" I'-o" t� cn m m EA. _ EQ LLJ FULL NEKAHT STUD L]Gi EA. SIDE OF 14" UP PIER DIMENSIONS WILtI 'X-DNI' PM © w 11-040 O/C I��O PER ARCH. -�A C O i TYP. Y LLL �. BRIOK VENEER PER AR(--H. — T PLAM AT EMS �t BRICK VENEER, PLANA �� Ill" COLUMN PER PLAN — O 1� PER ARGW. -- 157W WALLS PER PLAN � � _ r BEARING Iry 1xb4xD'-11" W/ (2) 'i YP. e W86 COLWN PER PLAN #"♦ TNREAAED RODS USING � �g 04 L-DOWELS W/ 61MP60N 'SET' EPDX1 i4 �' 04 EDGE BAR cp (ALTERNAMM 14"• J-BOLTS, 1E A/4x1Qi�tm'-ID" W/ (•4) '/4"• O/G MAX. --�` CONTIINJOU6 AROIND � rS CONT, ETX�E pgRg 9" EMBED INTO FOOTING) BLOCKOUT PER PLAN TOP OF CONCRETE 04 x3 " EMBED 81MP60P-e SIDEWALK. / PAVING GONG. SLAB PER PLAN C 1I4. GLAD PER PLAN 'WEDGE-ALL' STUD ANG�IORS PERS ARCH. PEDESTAL I ! _ �_ _ _ — P1�OVIDE (2) 45 DOWELS XY k, El L(b'IMPSON EMBEDALA.•0�-b" o 4 e CONTROL OR CONSTRICTION W/ THICKENED 6LA15 `H MIN' ° I Q' ° ° d. I'-m' . " 4 ° ° JOINT PER PLAN EDGE BAR6. { 1" NON-6HRINK GROUT a 4 I N v I„I� " a COINC� 1100'TMG, IAER v o v °o 3 CLR 9 p 4 ° I I MM. ° PER PLAN a PLAN • ° • • 4 a a J PER a a � ° ° a ° ° a T R/I �''PEY PLAN • • U • 8 ° « 4 4 a 84 U °U a a S TYP- a v ° a ° °c] ° CONSULTING ENGINEERS 3" a PLAN a a • a •a d ° 3" CLR TYP. E PER PLAN PLAN 7650 SW Ee�eland S[, S�xite .00 fE!ICKENED SEAS 3" GLR ° ° ° a T EGrE PER PLAN 8F'O7 FOOTING PER PLAN Oregon 97223 l:gard, g A MR MAN Phone: (503)443-3900 PER PLAN PER PLAN PER PLAN Pa.x: (503)443-3700 THICKENED SLAB � ENTRY P I E'R SECTION ON S TO SPOT FOOTING CONNECTION '•+��#blal 5 �OOTINCx SECTION AT HSS COLUMN 6 HSS COLUMN TO FOOTING CONN. _ _-.-- 53y- -rn m-» SG4LE= 1" • I'-o" 3.1 ^s-�' SCALEI I" • 1'-0" PJ3.1 „:-eoe SCALE= I" I'-o" 3. ns-rt eCAL.Es �" • I'-e=' \St`tESP10 f� OMMM �IHY AIE�Rl��`t e EXPIRES: 12-31-08 .V�uM, BARS = O 2W Dwph" .P-thm AricWhaavr•K TAh AmumoM,s"d the Ww—an++.dawn SOLID CsR101JTED .e'w;wn s'A.w,•AIed�•►r«iw �cMmdm an :�'K CMU WALL PER PLAN mN a haw,dwwrwwr w�wkw logo-ad rlahlt, a.r,l•au.r..,ws..IMdill.sw.rC rd.lw r lweldlq SIAM rb•=w•. Tbb de=m* l "••t be•od M wh•b w M pwf f•r w+f Mheir p•6 -wMww.M w•fao•aalbnMlM• of me„Iwa•r Pa.s ms Antoni Owr•PC. NEIdMT PER J V-0' MAX ISSUED/REVISED DATE mWV10E 45 DOWELS AT FA. VERT. WALL BAR GATE POST PER PLAN, 4' W/ 90' 10” HOOK INTO EMBED 2'-0" INTO FOOTING FOOTING, LAP 2'-i" W/ ' VERT. WALL BARE, MIN. f 1 Ia al I e 1 FOOTING FOR cm e1LAD, PER CIVIL I-,4VIPKs PER a1 I WALL, SEE PLAN CI SIL • I I • I c MIN. SUE SATE 0 /09/01 ORIGINAL IS► _ a a DRAWN BY DMS (NECKED BY 1KW G PER � ° a 4 ' , ° a ° n a - -- 2M0�L�1aIC ER POURFo PLAN 4 � CMU WALL FOOTING W/LLY J/ CQ N CRETE AND �} . a MIN. (b) 04 VERTICAL. 311 a 3" CLR a ANP "3 TIES • 1'-®" O/C FOUNDATIN -IV -1 w--- - 7 MAX., (3) TIES AT TOP PER PLAN L L3" CLR • 1�" O/C. DETAILS g TRA514 ENCLOSURE LUALL SECTION 1G� TRASH ENCLOSURE GATE P05T SCALE= I" • I'-2l" S3.1 119 c Ll1 m-� ecALE= 1 • I -0 3• PERMIT DOCUMENT'S =rix, re, m n pease w .. �.,. .,. artn.r._., , ,,._ .y4,.+ /''4;: pp :. .VCM[>a. }M .,' .. ,. . .- _. ., ,-. r ,:. - 1' 7 eit►t....,„�...a.t 'rr}., ,;., �.r,,.,n��lpr-•� ,.,... r'.°r9'^►a ..y. -n nAn. ..,t�'�R1�L'n',r.. ` . 1 1 , 111 ip r 1 Tr T r T[r� i i.. • . >�i:.. � Y ' , .. � �� - '.wA7Q4"Mtn• fl+ ... _.> .. ••w2en 4. C'•..-..:. . 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ALIGN - CONNECTION POU-,) eEE 6/04.1 PARAPET STUD W/ W4L.L — DOUBLE STUD EA SIDE OF STS:i DELt7iLa. 61P'}PSON 'ECC01' �� AND '1/54.1 FOR KICKER xCOLUMN CAP - CONNECTION AT ROOF. -� BLOCKING, NAIL LA11NATE ��I —. lb) 64)d NAILS � STUDS W/ (2) ROWS bled NAILS (b) lod NAILS x x I bxI0 BLOCK BETWEEN DOODLE * 6" O/C EA. ROW ami STUDS. PROVIDE (3) W x 13" 2x6 KICKER AT EA ROOF Tl@ldo) " I t W96 COLUMN SCREW& THRCXJGM DOUBLE STUDS \ •- I� I 1 PER PLAN - INTO ENDS OF BLOCKING,LOCK , TYP. It I x x MIN. A/4" PLYWOOD ROOF SHEATHING " PI' Lt1100D SHEATHING 1 x W/ 8d * b O/C EDGE AND FIELD p "' W � * " O/C EDGE AND � x 2x6 * I'-4" O/C MAX TOP CANOPY C.OhNECTION EQ �alrr FIELD EVER OTHER STUD 2x6 KICKERS AT EA W-0" 0/C MAX UI/ MIN.ROOF (2) 54"1 x b" EMBED LAG 61MP60N 'A36' TOP ALKsNED WU/ Tlr6J6O �,_0„ TRl,Is'8 (2'-O" O/C MAX.) 2x8 CONTNUOU6, LOCATE 3 ROOF SECTION ec.AEul6 INTO If3LOt:•ICING. TYP. --� AND BOTTOM o>< K OVERMIN 6IMPGON 'ASS' AT BLOCKING �Q POINT TOP CHORD PANTO 2�-6't rrs-o4 11 ._ .. ,'x POINT BELOW. NAIL INTO :� � EA KICKED '4. SCALE= �4 I o (2?NG BELOWCE 1w (2) FRA(' '� PER O ( x x ROWS bbd NAILS • I'-o" \ DETAIL 6/642 I x , `_0" cw O/C EA. ROW WAC•GEREO). 2x8 CONTINUOUS : " 5 I x Ar-r-. _ PLYWOOD 2w6 BOTTOM PLATE. RC)IJJS Ibd NAILS 6 YT _ r o 2xb SILL PLATE W/ ;7/C INTO BLOCKING GL BEAM I 2 V1 ff"GON A3b, TYP. NAILS b" O/C. -- 61MPPlON 'A3S' AT DOUBLE i 0 V P60OF MCs ATTACH UW 16d COMMON Ibd NAILS b" O/C ffsELOIU� PER PLAN w e I PER PLAN INTO DLOG'K(NG 2x8 BLOCKING BLOCKING ATTACH KICKER TO STUDS, T i'P. � Z � CONT. 2xb BLOCKMG MIlZZZZZZZ?.-z7--p7 FOR STRAP DOUBLE NAIL6 2x6 PLATE, ATTACH TO TOP f� e BETWEEN TR1166 CHORDS. PER PLAN OF GL BEAM W/ 16d NAILS � LD a, EQ. a 4'` ai O/C, MAXl - , NAIL TO DOUBLE TOP Q. vt 2x8IDL.00KMb / LSD' PLATE WV 16d COI`�°'IG'�N �- 2x6 f!SL \.�CKIINGs / � '--:— • . . • . . • . • . • • . •� I'-2• NAILS 0 6" O/C. / TRIM PR `%*lDE \ n � ' ' ' ' NOTE= ELEVATIONS SIDE, ESA SLIDE OF BEAM AT / ARE FOR REFERENCE IW TO DESIGN FOR Ed KICKER LOCATIONS. ATTACH '� Z (D � BRACE LOAD/ STRAP, PER PLAN ONLY, SEE ARCH. TO DOUBLE STUDS WHERE Q a■,� TRLI68 Ell STRAP PER PLAN. KICKER 16 ATTACHED1rILL c 'O DE81GN TRUSS DESIGNER — APPLY 70 OUTSIDE (!- ALL HOLES W/ 6d NAILS. FOR LOAD O DESIGN FOR LOAD FACE OF PLYWOOD .L PROVIDE MK (3) &FARING SHIEATHW.L --- STUD UIIALL PER PLAN STUDS AND (1) KING STUD EA. MIN. TM" PER PLAN, TOP AT LOCATIONWHERE ERE WING WALL. OR END BEAM. NAIL LAMINATE C 4ORD DEARS ON STUD ROOF JOIST KICKER ARE NOT SUPPORTED AT A TOP STUDS6 � IOd NAILS w b" O/C, WALL PER PLAN CHORD PANEL POINT, PROVIDE 2x4 STAGGERED. DO. 4&OM C OAINOPY CONNECTION fW GPE L BEAM R PLAN BEARING BLOCKING DOWN TO BOTTOM *"♦ x 5" EMBED LAG SCREW& w CHORD PANEL POINT, NOTCH AT WED. 5TOREFRONT rl'**N ROOF SECTION 2 WING WALL SECTION r4"*`*N HEADER SUPPORT r2 SE T I ON AT CANOPY SUPPORT cr 54.1 Tis rn bGr41.E: I" • I'-o°' 54.1 SCALE= 1°' • 1'-0" 84,1 r�-w SCALE= *" , I'-o" 4.1 �"-� �° LU SCALE= I • 1 -o ac 3: boo• qw KICKER FORCE (TRUSS MANUFACTURER F" TO DE61GN FOR THESE FORCES M ADDITION ° ^� TO OTHER SPECIFIED LOADS) -a E KICKER FORCE (TRUSS MANUFACTURER TO DESIGN FOR THESE FORCES M ADDITION „ TO OTHER SPECIFIED LOADS) �- THING xb TU EEN 4x8 HEADER 11)/ SIT"'IF'$QN Slf`1P60N LSTA24 W/ lod x 1V2ROS` bHEA► 2 �-�� 'LUfS48' EA END. ATTACH NAILS AT EA KICKER WRAP - 2x8 SPF2EADER SPANNING PER PLAN ROOF JOISTS, TYP. ROOF SHEATHING TO HEADER It LENGTH OF STRAP AROUND 15ETUJEEN LOWER °:HORD 2xb BLOCKING UJ/ Bd NAILS � 4" O/C HEADER ATTACH 6HEATHMs PANEL POINTS EA. @IDE BETUJEEN JOISTS r 2x8 AT EA OF KICKER (61M. TO 6/64.1). I Od 0 6" O/C INTO TRUES SIMPSOW 'A34', (1) EA SIDE OF TO KICKER HEADER KICKER TRU"/ ATTACH TO TRUTOP STRAP WHERE REGYD �T TOP C 401W EAKICKER KICKER (STAGGERED) W/ 8d 4 O/C SIMPSON CHORD W/ 8d NAILS 0 6" PER FLAN, CENTER STRAP ROOF SHEATHING T.M. RIPPEY ROOF 6HEAT14NG 'LU&28' HANGER O/C, ATTACH TO TRANSFER ON J016T CHORD WIDTH PER PLAN ROOF SHEATHING (4) Mod TO VERTICAL AT EA. END <6LOCKMCs W/ l4) 1®d NAILS. CONSULTING ENGINEERS PER P'LAN ?RANO" BLOCKING 'E'ER PLAN x x x - ROOF JOIST& PER �,qN 7650 SW Beveland St., Suite 100 'fxT x x 'rigard,Oregon 97223 XI Ixl x x Phone: (503)443••3900 2x8 LEDGER fxI fxl x Pu: (503)443••3700 ROOF JOISTS PER PLAN 2x4 LOAD TRANSFER a I 1 I BLOCKING TO LOWER o 11 o TMR JOB#6181 �1 (6) lod CHORD PANEL POINTS II �� It NAILS EA. SIDE OF KICKER (61M. TO 6/84.1). NOTCH OVER TRUSS WED. GL BEAM GL BEAM \��E��DlRUfFff10 ROOF J016T 2x LOAD TRANSFER ROOF JOIST / ROOF J016T PER PLAN PER F" IN �V 0 PER FLAN R TRUSS WED KICKER * 4'-0" O/C PER PLAN E'ER PLAN ;g�P60N I ollO`VE MAX, SEE b/64.1 KICKERS • 4'-0" O/C GL BEAM H66 COLUMN, MAX, SEE 5,064.1 • PER PLAN PER PLAN f;• a�f �i. ��j�`��` &'%N KICKER AT ROOF _ !DICKER AT ROOF 8 SECTION tS COLUMN CAF AT GL 5FLICE [EX!'IRES 2-31-08-1 t4_1\ Arddiftows SCALE= f" f'-m" �4.1 6CALE= i" ■ 1'-0" 4.1 ns-o� y�,gL,Et Iw. . 1'•0" �.) rn-a SCALE: I" ■ I'-O" '•"�.pw�"`"'.n� ti.�. rc 1oowporshm!hweln is sn imorwmem d uwvb.d N�-!Ws P*wA a Ardwb■Aw■K_ Agelor ti no Ardwb■clum K nWWm a0 bw,N v"Of wry w w elb■r rwnrrwd ryms, bidwwd M-pp rl fM dWrOo- Ttb A■awr■.■r 96M ow M and M wIms or M/wl br■Ery Blur"slow womw as wmw 00%wb~ 1 of boydrew►w evm ArdrNftcfwrw K. X1 x I /REVISED DATE WALL SHEATHING x x ISSUED PER PLAN x KICKED, WALL AND DEAM ATTAC 4-04T6 NOTCH I'l_Y1110C)D PER 6/84J ECJCsE NAILINNG, PER PLAN 1M 6T JD WALL , PER PLAN STUD WALL PER PLAN - AROUND BRACE - 8P60N 'HA' AT EVERY OTHER (b) Od NAILS I ROC7F SHEATHING, PER PLAN 6TUD AND AT OM15LE STUDS W104PORTING CANOPY, SEE EA END x I II x x x WALL SHEATHING PER PLAN DETAILS1841 AND 11841. x x x 1 II - 2x6 SILL PLATE W/ 16d LOCATE 60 THAT (4) Sod NAILS *d • 6" O/C x x NAILS • 6" O/r. J016T -- - -- MIN. GO INTO PROVIDE h0d x 3T' NAILS TO MAX, STAGGERED ADDITIONAL BLOCKWv 2x6 FLAT DLOC..KMG MANUFACTURER TO VERIFY � NAILING 16 ACCEPTABLE 1 6TRA w?lING (SIMPSON AT EA. 'NO, NAIL DOABLE STUDS. 2xb BRACE � 4'-®" ROOF SHEATHING ',=OR JOIST TOP GH01lD. 'L6TAD') IF REQUIRED PER PLAN DECKWS 1 OC K O/C MAX. ALIGN 1)l/ / PROVIDE (2) ROWS 10d NAILS, BLOCKING AT Ai STUDS THAT HAVE (1)NAILS EA ROW, EA 61DE ORIGINAL ISSUE DATE 041109/07 PER PLAN KICKERS ATTACHEf> TOP' PL/'YE JOINT ROOF, TYP. � GL BEAM OF TOP PLATE JOINT, TYP. TJL P097 JOIST, DEG RY DIAS (HECKED 011 XW PER PLAN DOUBLE TOP PLATE, TYP. BOTTOM PLATE JOINT PER PLAN 1 2x8 CONT. LEC CsER Ild/ (!) go x-- ROOF J016T 6=6 4'Ift"TILS O b" ROOF 1 m t i N ----- PER PLAN _� ADDITIONAL BLOCKING O/c INTO !LOCKING AND CANk N y 1 STRAPPING 6HALL DE 2x6 CEILING JOISTS 2'-0" 4'-0" JOINT STAGGER 4'-0" REQUIRED II< TH16 DIM. JOINT STAGGER I6 LeL!" THAN 1'-0FRAMING DETAILS" O/C MAX. W/ SIMPSON 'LU626' � - HANGERS 1� SECTION AT ENTRY 11 ROOF SECTION12 TOP PLATE JOINT SPL ICE13 5EC'TION 1 O 4.1 ns-1e SCALE: I" . I'-o" 4.1 ns-17 SCALE: 1" ■ I'-o" 4.1 rm-le I ■ I _ Era-ear r S40 3� SCALE: " ' o" 4.1 SCALE I" 1'-o" PERMIT DOCUMENTS �1111�r a • . . ..,.,.. r •.:. ]pIpplifi u j7ro ". ppfTpT"r i-Tr� ' , 1 e+l ,r nn l "r,LizllllllTiliot%hiofihdir."Itallilii. 11 11111011111110111A 11 rlill All -. +Prefl•..Y�• ..o�wa.�gl�wl�r..�r.....L�.S.•G.•+r J■U.Rtl4JMrr.,:..^•:a •.t.G'J'�. Yon vTM...•.Ori .n•+M.-t.M+�.t.Mw .+:...;•,....:.�• .,.rr!.'^.-r...sLtl!'��'•1R"A'h.+4. Y+W@hwN4r'ay.lma . w.-..' .;,. .«3. f«'@,r.:.-+`Mili..Tler.,3+ri.•r�' Fr11d°S.G➢.-VG►r:iAV•,AtW,w ':"'-ltlNYi ..._,."h+ +C f '"ANN- ... .� � s' '-u F,.. e' F ROOF t WEATHINCs, PER PLN" PIQEMANUF. ROOF TRUSSES, PER PLAN t CAGE NAILIW-, PER PLAN 2x4 BLOC KIN61 (LOCATE I \ DIAPK~ LLOCKING AS hIEQ'D TO ACCO1":ODATE M FIRST DAY BRACE SLOPE) W/ 604FISCN � - 2x RIM BOARD I BOTH FLAWjE6 'LUG24' AT EA. END �1 I AND UEB 1 �_ r 61MF'60I�1 'H2B' AT 2x !BLOCKING BETWEEN Ti�ot,168Ea GABLE END TOWS i 2x6 BRACE r 4 -m O/C E4,, TRIM 1 �(�► ixb BLOCK NG RECTION 1. 6?cbx°/ " 'a' MAX. W/ l END, CUfT10N8 IN WALL. PROb IDE - (2) "♦ x b" EMBED 3. — % 8 SIMPSON LTP4 • 2 -o O/G 4x04 -i W/ V E I AT EA. EIdD TY F'. WHERE C BRACE LENGTH >6'-3" -- 2x6 6TUD6 • 2'-0" O/C MAX. ATTACHMENTS ANC> ,_�_. USE T-BRACE. &xb SILL PLATE lel/ MIN. Nm x it, PROVIDE (I) MIN. STUD BELOW 6TUD6 PER �1/S42. ISL(� ��OCK.II WS O � 6'y 03 C-LEVI6 W1 i � iOd • i" O/C t@ZN. SCREWb • 3" O/C INTO FLAT EA. TRUSS (WHERE STUD LENGTH �� ' '� O �' I BLOCICMG (WALL SITS ON BEAJI > 81-o" PROVIDE ;�!'�L. STUDS I ♦ PIN _ __ ----- - ---- - 2xi BELOW AT SIM„ 6CREW6 • 6" O/C). BELOW, TRUSS) _� "- lE xD"-b" W/ o m _ _ c a SI�'Ip60N 'LTP•i' - 2x4 SCIM!"IB MAY ALr"�O BE INSTALLED l2) "� x b" EMBED Exp BLC�CICIIJG c . CLIPS • 4'-QJ" O/rr ♦� ♦ FINN BELOW TI-iFY�IJCsN FLAT — bg�' PLl'WD 6HEatNINCs W/ I�� D, PAINT LAG bGREWB INTO 3' IN 11�1LL. 1°fwIDE ri■• ••` a - BLOCKING INTO SILL PLATE. - TO MATCH CANOPY BLOCKING; �• ATTAC44HENT6 PER 1/S4? (CiL BEAM AT ° ! ��. �� T~" •�I'-O�O C/C AT PANEL FIELD NAILINCs. BLSOCK - - - -- - � l2J lid NAILS ��, � - FRONT ENTRY - 2x4 BLOOKMG, TY P. T1�?eo8 TOP C'.HOF2D ALL UWP�UPPORTED PANEL EDGER R �4x3�t" xlq.1 SEE CONDITION) 'Q E MC 8 8 PLYt t= SHEATHM� GRIP41CN 'LSTAIb' STRAP, NAIL INTO Tl1L166 RADIUS 3/642 ANIS b/642 l3)6M? FOR ROD k6 PER PLAN CE��RD, ILL4LL TOP PLAIT, BLOCKRiG W/ STUCCO SYSTEM BYO EGL SUI PORTS % ALJ `^ laabcl� COMI'`10N6. FILL /�L.L HOLES 2xi FLAT BLOCKING BETWEEN - SI PSON 'C614' x 14'-a" ATTACHED TO S ROOF JOISTS SILL PLATE (AT SIM, PRDvIGE FLAT PLYWOOD SHEATHING O O STUCCO SYSTEM 1 4 C'C MAX-2x& 6TLI06 N 5 �� 'LIJST4' TO BLOCKMG ISLOCiCINCs IN WALL BETWEEN aTUDS E� MC OxIb."I AT BY OTHERS - 7 � " c TRlbl?oS MANUF. TO PROVIDE REQUIRED PLITTO 81JPPORT STRAP) CANOFwY EDGES �■. Q , UIE19 MEMBERS TO SUPPORT BEARING 6HEATH� ■ f� S LOAD, SEE PLAN — DC J CD ti' CHANNEL CANOPY SECT I LiN m f 1 ROOF SECTION 2 ROOF SECTION 3 CANOPY SECTION +o %A ''4 �'� 6G4LEI i" • 1'-�" 4 TTi-004 6CALEt lu 1'-amu TT8-11 6CALEs l�j" r 1�-ouU4 -1! drrAtrE.t i�u • i'-0" '� >_cc aaia P Q � c STUCCO OYSTEM U_ BY OTHERS TYP. CLIP (2) L 3x3x�"'-3", (l) EA. -- TRIPLE 2x6 STUD6 � MIN. (3) 166 hxI4x%xC0NT. �TO H88SIDE OF HS6 FRAME W/ (2) r NAIL LAMINATE STUD A +- ACRO88 FRAME �4' SIMTO STUD W/ 1m1001 3:hcb" EMBED LAG BGREWR • i" O/C. BTAC•GERED � � �+ N x9 ~ tr C4 HS6 FRAME PER Q Q -- A DETAIL 6/642 �. --- ix8 BLOCKING At w C3) %x3tl" END L 3x3x%x&-3" EA. SIDE CANOPY SUPPORT00 JL , Tom° fly -� w') METAL DECK PSH �, OF VERT. H66, SEE WALL POMTS W/ SIMPSON EL SCC Q, a PER RECTION DETAILS FOR 'A35' TOP 4 BOTTOM ixb BLOCKING C .) c REQUIRED AWHORS w = � 04 fi FOR ATTAC 41ENT AT WALL, GEE 3/'842 - O TYP. CLIP \TO H86 1W G AND PER 3/842 A SECTION A 2x6 WALK CsS �Og A t F 1 - DBL. 2x8 oncLAMINATE »NOTE- TACIENT T.M. REPPEY \TO H66 ^ NAIL LAMMATE ,4 A L, W/ lad • 6" O/C OVER MAN DOOR THIS OT WED DIMENSION EXCEEDS CONSUMING ENGINEERS _. ! bxREQ'D F w l3) 'boc3 " END 1'-4", PROVIDE (3) 3x8 STUDS EACH BIDE OF 7650 SW$eveland, Saute 100 6CREIIJB, TY R p(R ixb BLOCKINGc AT Tigard, Oregon 97223 CANOPY SUPPORT 6xb BLOC KING .M Phone: (503)443-3900 POINTS UJ/ SIMPSON MG sodp:l 'HUC &O' EA, END r LL1 Fax: (503)443-3700 I" 3x3x� f, FRAME$ • 4'-®" O/C 6IMI'bON 'A36' TOP MAX, PROVIDE CAP PLATE (2) L 3x3x '-3", (l) EA, AT ALL OPEN ENDS, TYP. TYP. H68 61DE OF X186 FRAME tW (2) TNRJOB#6181 1' TO HS6 %"#xb" EMBED LAG SC 4M A 2x8 WALL GRID I Jrf�f�0 E ARCH). FOR EXACT T ROD C; 1.ONb PER CANOPY. REROD LOCATIONS �tI"fE NOTEY EXACT CANOPY DN81ON8 PER r ARCHITF_46.,WQAL. am M CHANNEL 5 CANOPY SECTION • ✓� eoo TYR IHSS CANOPY SECTION -1 CANOPY CONNECTION AT FULL HEIGHT STUDS 4 TYS-13 SCALES 11," ■ I'-m" 4,\ y TTS-Boo " F A°IEtt� 11 '7 T1�-001 SCALE: lot . i D EXPIRES: 12-31-08 4 XW sapsllWe ftrtlws Ardlllsdrrs K TIN.demn"w,cold*0 Wow olwd devies IrroorporW haralrl Is an InWurrww of- n of Or Maw Porlllws Arddlwun K. B■rM•e•r hrtaory Arsflll.ctllrs K retails eN low,vtot•ra"wW efbw rrassm- rIgW kwhodko afryrloi tAoroto. Tkls doa eow dwN no M uud M whom or to pwt for alp olkw p led wMAws Ow wrOm- ' - - vllss of Maysinw. Pc. Archboduro PC. 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List of Drawings z ; ST1 Cover Page m 0 ° Speedy Glass = w I ST2 First Floor Plan, Storefront Elevations & schedule - x Contact: Jeff Bolin ST3 BuildingElevations 5A I I 1804 NE Broadway ST4 Storefront Details Portland, OR. 97232 ST5 Storefront Details / Door Details (503) 288=5966 cell 503=519=2034 v jeff.bolinospeedyglass.com m General Contractor: LM 4) " SD Deacon e City of Tigard � >- 0 :M= Q Contact: Channa Fredricks �� `'�`' v_ 4) D w OFFICE COPY � F. � ° 0 720 SW Bancroft st. ! 3 Q o ia::'a"ced CJ Fumislt a.l.'+'^cleat ® W f Q ar•' .... F- r11, 11VV--11 V Portland, OR. 97239 s,�milsPrahnla,n y (- w Q .0 TSu review is only In• general Neu, r with �503� 297 8791 the Benign concert of the rrooc, neral /•••�„Rddd µ� W ompliance with the informaHoi. :n , ' 'a. thu' (1/ lontrad [bcumentx. f.nr�>Yinm, ... ., ....nc016� � l� made on the nlvrP dmwmgs dennh.h's nrvialy du •� ' net relieve contraAor(nim mmrlin e.:h the requameetn of the Plan•and sr.:•bcatic.m. t` V/ chana.fredrickodeaeon.com cmone t. a onlith< item +haD oat rnr lode aPproval of an tab., of .,hick item ie a component. Contrerlur la re!po,neible (or; dinfm.ionn to be conNatned DATE: 8/24/07 , Pibsite; information that prrtaeu -'de:y to the tabrfcation pruceenes or to We t:.v'nemelhode, technique.,sequences and pru'edares of copm uc- , lion; cordination of h(s or her Work woh 111411 of p�aaE� al,other trades,and for pr.,,nT '1¢all%MICIng a AV�Ia/W air,md eafinfanory maI.ner. DAYSINCER PARTNEpq Alt(HITECTURE,f oae�,_3o•�RY-- subffliall REVIEWE REYIE WED RY S.D Dr:A(Dry 1!NTERth,PRLfE$DiC TLIdIra dos not in D•': SalriarUela or aippljpr of,8rrr�goaal0i b Rtly.avrncY ST1 orGuilr,yurri,i.Rdinstesi �a �f V Q/ of5 • .. r � "J�. v .. . .. iL` Ae, e''fi 'HR•rr.mn E .\1F^. nA/IVTNY.N....-w. � _YWFN. : ... iM .4 uy..... .. ...,olrtllu :- .. � .. .. aMM. a . P Y[9 . 1 T r _ W ,. ...._...-. ___ ..-.«..e.a«.., ��.. ._. ...a ...._.....:—.-.�+.+.+«ee�.�.w.�.____ .. �.....e..e...«.«..._�. Mr _ _ �..�,«.....s.P:r,.se......wras�ar.«...�,. vd�.. .........�w.�_ _ .�...R..r .MMaiww�•,.�. _..r - ..s�,.....v....-wo:.,.... _ __s..c� .. «.. «a.i.:.».. .... _a�.. ... _ ai++V19_!Nl•9YY+wk• ....a+...-..�...,.-...x-...a.«—.�..+«,�....a.�+'......s+---.a.�.....-�...�aw+e+rwr.�.�rrrrrrrtl•r+... .n.e . .. ls} i z I ! Pi - FASTEN S TOR r-R.ONT TO ! ! STMIC1't1h;L T�''P AND 50TTOM Uj/ , O ,IVE ALLOY W ! i r METAL. PINS WPV LOWC-4 0 z ! � PLACEDL MULL MULLIONS AND ERS t W �R � STEEL ! ! :-a EVERY lbs-246 OZ. TO ( ------ STRUCTURAL SUPPORTS 1 �-= -- (TYPJ L----- ------- r 1 -------- 6' TYP. Z ! d ! CO) O w . x r � ! r r • i � FI �?ST FLOOR PLAN �-------- SCALE 1 /8 B ST2 OVUM c o D o e o 0 i! i ! it ---------- ------- ' ------------------------- s-------------------------------------. ------ o ---------------------------------------------- Q L7, L----------------------------------------------- e� a W N T FLOOR PLAN1 /8" = 1 '-0" KT-�\ FIRS .._, SCALE ST2 � GLAZING SCHEDULE ann �l.�evs s�a� part t.ocl�-tl Dias _ Z i CH EDU LE KQY �n a4ass IS -ry PER.ED, S� i FIRST FLOOR STOREFRONT WINDOWS GLASS ID GLASS TYPE _ CL 0 FRONT ID NO. THIS FLOOR ROUGH OPENING GLAZING TYPE DETAIL NOTES STORE T1 TEMPERED LASS Lm u" r '-0" TEMPERED 4-- N/A Cc W (P A 2 20 0 X 10 T2 TEMPERED / INSULATED GL DSS o -0" X 7'-0" DOOR IN STOREFRONT W/ ACCESIBLE HARDWARE 19'-0" X 10'-C" TEMPERED SINGLE 3 B 2 T3 INSULATED GLASS )- Q O W ACCESIBLE HARDWARE SINGLE 3'-0" X 7'-0" DOOR IN STOREFRONT / ��- � ,, X 10'-0" TEMPERED �' -- � C 2 23 -0 9111 " T W ACCESIBLE HARDWARE D 1 24'-0—" X 10'-0' TEMPERED DOUBLE 3 -0 X 7 -0 DOORS IN STOREFRONT / � � (� O � � �C O � Q 0 7 TOTAL STROREFRONTS ON FIRST FLOOR a. - NT NOTE: ALL GLAZING TO BE LOW 'E' GLASS, WITH BRONZE ANODIZED METAL FINISH STOREFRONT 0 23'-0" t, 2" -p 2" EO 2 Ep EQ E0 LL 24'-0" — - 2 2t, -Q 2" E 2,. 3,-Q„ 2" EO EQ 2" i 2„ 2.. 5 -0 2" EO 2rt EQ 2., 2" EO 2.. EQ 2" 3,-0„-2” EQ– EQ 2„ 0 " 2 EO _ DANE: 8/24/07 r T3 T3 T3 _ T3 T3 ArA� T3 T3 T3 T3 T3 fC d/�� T3 T3 T3 T3 T3 I T3 T3 T3 T3 T3 T3 1 i .i I i o bYd ;n T3 T3 T3 T3 SI M . .lo o * bTb inl _ T3 T2 n T2 T3 Sim . 4. , T3 --.-_ T3 T2 ' T2 T3 Sim . q� W---- T2 LT2 T2 T` w T3 T2 T2 T3 Ek , j T1 12 T2 iv T2 -� •- T1 iv T2 T2 V�AOM� A 1 N T1 T2 Ti T1 T2 T2 N T2 T2 T2-- 11T2 - S TO R E F R C 'N T A e� 4 011 1 : STOREFRONT B STOREFRONT C M STOREFRONT D I z bT4 f�I11At�►'? a i 0 � �T4 •T4 I r2kNk bt4 bt4 SCALE 1 /8 1 -0" 2 STOREFRONT ELEVATIONS ,4 ST2 r.......-..,.,.e+--.r_--......,w.-,.qr....--..-...........,,....arwra.+wwnaw�.�en+vw,a+lf.•'��,Wlpf r .Dei.,., er«r._., .. .. - • v n r AR .�,,,...xxaxwar7gww.*+Rpa •. - ln� s , P ( i-r ITr lit 111 ' ' �� 1rf' � ' j rl :� ! 1 J i ',..+i IT '✓ P ,1: :1 WIN . • 5 , , IF Mr 'w �► _. 2 � 1 r _. .+ - .«.. ,zrw .,..e. ,.;Mawt.,. .-.•ye•.aF,..n..r -- r. ., _ _-.,"sr"t . . , �' .� . .-...- - . -.-- ... -,.. +alrs .n:.,:;^-wwrTOrw.C1.•w-... ,:.mud; -Fae.-:.un•,Yv:•-ft . .'-•+1'«. ..,..+n , � .r n. !• ' AR •r" ,-MiL"'+N 179t*QYr..91WP!!U'diMk•64 ' _t "e' ,+alr+e•.w..,.a...u.......:.-.,..,,-.......,.rn..-...,.,,,,,-... . .._- e.. - _ - ,..,. r, .-_ •.+."tw+i._ -._,.....=++ "ti;, :r. «sr•:.r+. -aMttc.,R. ..•.rdl9'l ' C'r •'W!:' ... .4 r.^Vr..'^M+er- .N.r•-x'.'111-T.:. .+ 1^'<]l:t:w --+i.,.•.MMJ.RYT-..$Y.le+.!!'41.-.a^t)rM,'1`ML•^M1vasi+lc:.•Me..++wnt •.uw ., 1w+YY,c ww+.tirwa._,.,. .- ,.r•-•-.. ..tr+ .. -- _ - ... .- ..rtrwr +W'1•-a.@esw YbtYIYMiYwIwe.Ge90rffirf..a....,--. ... -..r.r...trr..rr, ......- .s„rc.... .r.. ., eap ..•-.. ...,.q -.- ..d ', . M.i :51 Ir' i rll .rF ;r '.t • 'r E D.1 D J 4 I I i I I I I 1 I! II I I M ..�.: e d a uj C!1 J 8 A w x o c o c o � m e o O o � Q � oft Q I ST ELEVATION ON 2 SOUTH ELEVATION 1 EA, _. - ALE 1 8" = 1 '-0" SCALE 1 /8" = 1 '-0" sc / ST3 � ST3 •s 0 •w� im 13 cd N D E q H C D c� 3 cc z z L L P .r-r.�-+-T __ .�.r..r•—•. +.r 1 t�.,y..y�;i. , I •—r - 1 V� • O ,,d ••-•moi• _ - _ ' �'+�� 1.�f• _ .. '. .. .. . .. k. 1 • 1. I 1 •t • f r 1' •I '7 Y� r •� X .h. �. Q DATE: 8/24/07 3 NORTH ELEVATION _ Ke4 'NEST ELEVATION R�� ST3 SCALE 1 /8 — 1 '-0" 1,,ST3 SCALE 1 /8" 1 °-0 o 5 . ,.. .:Rr,. aJ 1}� �•. -. .. .ar.� •. n ... ..4 ��►*lMi�tt&'TR1•Yk.. +w.:.:Fr+:. N.1'�ARbF.. ,- ' •+ .i.. ` PoYJz r Vii.. �!!1.� •r�5. ♦I �.; i •, ...�..�,.....+0 ....'".......� � fax i ';;: 71 „*/ r +rlr,•as..,.IYYMworlrs+o.n I,.nwuYd..�..x..!a.rltr+A+M»�a'�/!Ik,..•ww.Iw1..'aH„6WW'A.!!'n.IMt�w `• �„ ..... re..� s.�.•_..k.�..-- r�w+.Wlav^a�Aw► •,.:...Ir.. ....r..c ,. .. .. ..•. •tMr. 6 +.._. ..-.�,1c ...1. •..r.rkt'al.l...r•:.+rwfn.wr' • .•,..ur.-...at.r\...:nwYM+>«�- �.rdu..yasw..a� +� as4k. 'u>.^'....�b.�l':'..,•�.qty.!\t•OS•TItN+.-+.\170L:171AMtiYs-�.IiH:.IM�M1f:�sRcw+ii�vMW'��.+IWew7�rnr?fq.. .- _. _i. 1Js�a•36. .�b:'^B!'.a'z7�lJ:. alSM!"•R ►7f2C'� „5;:• �.-..Y1111Yr'"v -wivC".�I+O.NAW14�raHR-1.:..I�h"••Rc."IM�'i"•h�+'mJ,�fJ:b.�u'Y.IX'••3 +Sw''x:WW�:.:r. '.'""�:�'. '� ••. • - ••J±-w•.i_,•,•;1:......:`:Fwar.••rRMr'e )'r7Y y b'' „R t-. J, y y. f EXT GRADE PLYWD HEADER - SEE PLYWD SHIM TO PLYWD SHIM TO 2X FRAMING W/ STRUCT FLUSH OUT FACE ~LUSH OUT FACE R-19 INSULATION-----\ OF GWB W/F ACE OF GWB W/FACE —�Y PLYWD — OF GWB ABOVEPLYWD � —� —OF GW5 ABOVE" CEMENT BOARD _ PLYWD TO FLUSH SHEATHING- CONT SHEATHING-- CONT OUT FACE OF GWD MOISTURE MOISTURE SENERGY LAMINA W/FACE OF GWB MOISTURE C. ANCHOR BARRIER MOISTURE -C ANGI�R BARRIER SOLI CNDv) ABOVE BARRIER BOLT (NBv) GWB BARRIER BOLT (N6v) GWB •d CEMENT BOARD- SHIM (NBV) CEMENT BOARD SHIM eN®i) •.`' W CONT MOISTURE HE - SEE A — ChSING BEAD CA -A � � STR OCR - SEE � 0 � BARRIER CASING BED CAP SEAL STRUCT P SEAL U W/WEEPS (NBV) W/WEEPS - (NBV) GWB DRIP EDGE }" SEALANT & DRIP EDGE �,, }" SEALANT & W FLASHING SET BACKER ROD FLASHING SET BACKER ROD -- IN SEALANT----,. O .N SEALA'�T 2139 139 SEALANT & 2139 81 1 �' •''' SEALANT dt V-II BACKER ROD - G- BACKER ROD -v-11 CASIM(; BEA FG-31®3 FG-3103 FG-3103 BACKER ROD Ii0' x I/7' TACK`~' TAPE I/8' X I/2' TACKY —I/8' X I/2" TACKY A. END OF SEALAN TAPE EA. ENCS OF Hc7RILETRIM A. NFOR HORIZO OF TAPE . TRIM FOR co HORIZ. TRIM FOR GLEAN JOINTS GLEAN JOINTS CLEAN JOINTS FG-1133 BRICK BEYOND - FG-1133 BRICK BEYOND -FG-1133 0 • EFRONT HEAD STO EFRONT HEAD C� z aro EFRONT HEAD STO EF 08 NERQY SYSTEM 08 NERDY SYSTEM 08 NERDY SYSTEM w C!1 ' I GLASS (NVB) — I/8' x I.r1' TACKY TAPE � W K I GLASS ('NVB) - FG-1133 GASKET w BOTH SIDES — I/9' x I/2' TACKY TAPE EA END OF NORiZ. 'RIM FG-1133 GASKET + TH SIDES - EA END OF HORIZ. TRIM FOR CLEAN JOINTS FG-1133 GAdKE FG-3151 FG-1000-FP-2 — FOR CLEAN JOINTS FG-1000-FID-2.— —O 213'9 DOTH SIDE WATER D!VERTER —F5 2139 SET IN �� SET IN SEALANT � � v FG-3144 — - STO EF'RONT MULLION FG-31� STOREFRONT DOOR MEAD FG-3144 - STO EFRONT MULLION 1/8' x 1/2' TACKY TAPE ,� 1/8' x 1/2' TACKY T PE EA END OF HORIZ. RIM EA END OF HORIZ. RIM FG 3146 FOR CLEAN JOINTS FG 314(p FOR CLEAN JOINTS —5-20 GLASS STOP EXTERIOR INTERIOR —v-28 C%A$KET EXTERIOR INTERIOR co I' GLASS (NVB)— I' GLASS (NVB) — !/8' x 1/2' TACKY TAPE •w Q, FG-1133 GASKET DOTH SIDES —1/8' x 1/2' TACKY TAPE FG-1193 GASKET a OTH SIDES FOR CLEAN JOINTS EA END OF HORIZ. TRIM EA END A HORIZ. TRIM FOR CLEAN JOINTS •s IW low STOREFRONT DOOR FG-1000-FP-2-- FG-1000-FP-2- DIVERTER FG 2139 WATER DIVERTER FG 2139 SET IN SEALANT BET 1►�! SEALANT (� FG-3144 STO EFRONT MULLION in v18TA WALL AERIES 212 FG-3144 -- STO EFRONT MULLION 2' It NARROW STILE DOOR ITYP.) I/8 x I/.. TACKY T PE 1/8' x 1/2' TACKY T PE EA END OF HORIZ. RIM _� 3146 C) DOOR AS SCHEDULED EA END OF HORIZ. RIM FG 31,4, FOR CLEAN JOINTS W/WEATHER-STRIPING 1/4' 6LASS (NOv) FOR CLEAN JOINTS EXTERIOR INTERIOR CL �� C) V-2 EXTERIOR INTERIOR CV FG-3144 FG-1133 GASKET %-3144 4 1/2" --FG-1133 GASKET EXTERIOR INTE I R GLASS STOP 4 1/2 BOTH SIDES GLASS STOP ISO i H SIDES REAL ! MULLION SEAL 0 MULLIONlook ca r ID' DA DOOR DOTTOM SETT!NG x I/2' TACKY TAPE 1/8' x I/2' TACKY TAPE FG-3146 SETT NG EA END OF HORIZ. TRIM FG-3146 SETTING EA END OF HORIZ. TRIM ALUM THRESHOLD (2) PER D.L.O. FOR CLEAN JOINTS (2) PER D.L.O. FOR CLEAN JOINTS -TURN,. SILL PAN TURN SILL PANNI o l O 1/2" EJ W/ COM \ FG-3161 UP 1 BEHIND IJP 1" BEHIND � � f FILLE �� SILL RECEPTOR BOTTOM RAIL SILL FG-3161 BOTTOM RAIL W //—EXISTING SLAB i — SEA OPENINGS O ENDS OF , EXISTING SLAB ' TH R•SH OLD 1 SLOPE � RI�'k�YOND RICK YOND � . . .. /BOTTOM RAIL BED IN CONT ,; ' . ! •,.. .:. 0 0 . • ..: ..:•' ' , a :.. �. .. SEALANT ON GALV SILL PAN e. � 'D •' •. . .. . : FLASHING. BED SILL PAN IN • ,. ' � �' � � `•' .� SEALANT ON CONC SLAB. PAINT . •• • • • � � - SI EK LK TO MATCH STOREFRONT. DECORATIVEROCK • :. '� CONCRETE WALK i � ''. s.' . •• • •' � " � OVER FOUN ATIUN `° '• ' .. . . a:..�,. l - SEE CIVIL CONSTRUCTIO q. ANCHOR SOLT DRA4N - SE CIVIL • ' cc W/EXPA DABLE ti : T GAP SEAL CNBV) '` . •' • •' FILLER STRIP '` " WALKWAY INTERIOR BLAS - !• _` • '—• . � •. ' 1. i w W PAINTED ALUM SILL ��"!- "` _ " PAN EXTENDED 1'• .• • •�� BELOW SIDEWALK STOREFRONT THRESHOLD a SIDEWALK ;• , . 't ,. �� I"' c cq, WALKWAY INTERIOR SLAB � 1 y DATE. 8/24/07 4 v)A Pu S 1 STOREFRONT o DOORS _ K*""2� STOREFRONT o SNERGY SYSTEM 3 STOREFRONT o SIDE ELEVATIONS ST4 SCALE T _ �'-0 �!TJ4 -- - SCALE %T f-0 �T4 SCALE 7 = 1-0 �3 38 O&f 5 MP Ill it IT -ML ii 5} �, , , 13."'rNYu aM'fl:+k .61V.Yiw y .. _... SIM .3•- .-. - 41ODP+ ARljtlµ - 3 r ! � � �" gMuWx''M`.. • k..w +n •t-M af+•4A.,m`.wY-4r --iF.a4�r,F .- .'s�/R'••.•.... ,:U- .. - .::' •k"OibLJ^P'idf•-4.s WYW`.h , aA:9?a: .. -- H•'...' r ..,.Tri. .r .�.:-.r:..,fh•'^+/•L".I •"1' WOW, W, +�•I�+t.,; �' YY1f.�JG---` NYYi4M.;a .n....,. - ..-••wMf11�sN.a.u.,w.+e.rcr_r+e-.•wM.+wwn+�'r.«•nrw•+M.rF*+M•6s+_••..,.•w'va.»..-.•a•r1�rw6n:.w"r�rf✓--++erm^r. .•+•�•a'•a,.�'x..�.�.wc•uw+s.A.t+tfrrw:-,e+.w. :.. .•niraY••.t.-•w..xr•.•.... •.vcYrtw.�•11'�IY.sx,_'-r.•a .. ..•^-.wt I.E:.w.✓1Wet k*1Mr•yfMit+'.wr.t'•w_'Y^+'r,r.MA'9fgw."R A. i d -,1 'i k' V r'• 14 I 3 I I fI " G W8 CONT MOISTURE BARRIER T{s-2188 VINYL FILLER RUNS BETWEEN ALUM FILLER 5" STUD - -FG-2122 ALUM FILLER 4' LONG AT ANCHORS R-19 BATT / Ck ANCHOR BOLT (NVB) FG-Bi;5 ;fYP.) FFG-3155 (TYP.) INSULATION W/ CAP SEAL .•NVD) Ir-FG-3151 (TYP.) INTERIOR FS-6 014 X I' ASSEMBLY SCREW p 2" AIRSPACE , y FG-1133 (TYP.) FG 1133 (TYP.) --FG-2145 DOOR STOP (TYP.) _ - I' GLASS (NOV) (TYP.) �- I' GLASS (NOV) (TYP.) � c I/4' GLAS3 (NOV) (TY10J _ Q Z STOREFkONT 8-2m (TYP.) AS-6 (TYP.) - W V-28 (TYP.) _ Q ANCHOR ACCESS_; - 2LF MOISTURE BARRIER ---SMIhi (NBV) ANCHOR ASSEMBLY O DAGGER ROD t FG-3158 (TYP.) O //�► SECURED W/SELF I SEALANT (NBV) In' V� SEALING FASTENER Z T-5/i' BRAKE METAL, 2. 05 0L_ �. d OL PAIN TED TO MA tCH Z STOREFFJNT I rooLEo MORTAR - EXTERIOR w CO JOINT BLOCKING, WRAP IN 3:#9 WIRE - GRACE'S ICE do � LU X ENGAGED PER WATER 5 STRUCT - �" SEALANT 11 FACE BRICK 1 STOREFRONT JAMS / MULLION I DOOR DETAILS 876 � SCALE 3" r Cc O N , VISTA WALL SERIF® Lm co 412 NARROW 6TILE DOOIt Wr OVERHEAD •■•• CLOSER Z COLOR, !BRONZE ill -q '�i O THREE PUNT LOCK z SYSTEM 0 O 0 p� Immx 0 eTa 01 z L � C� z rw U CC ® (y �- Ld co (j) �p OL OL DATE: 8/24/07 vo -- 6TANDAR© PU614 r 0 PULL BAR O --- j IC> "�--------- ID' TALL ADA DOOR lbTTOM bk N PA„ Som T4� SYDgoo f 2 STOREFRONT DOOR ELEVATION 35 cf 38 876 NOT TO SCALA of I .,. 1r. .. r w 7 - 9NSRNN�W:>IR�R1"f�"�.,Y.n^..... ..,.. •� rt.,:..,�.yi�...-.. .+r -.'r"Mgrrrr'-!_,....... i-a ._ df _ ... ..rw � as .._ iM4.wi. � ;�I'., •f- .tW 7 tllTITT.r.�P. 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I OPEN — WEB TRUSS INSTALLATION INFORMAOFION ■ ATTENTION BUILDER RL . • 7t* Trmotl JUL 3 Enclosed is i PORTANT info • 00� RV� JOIST" PERSONAL INJURY commercial W erhacuser on how to safely and properly i �i1�'��G ►�, ':;I( JR DEATH MAY RESULT FROM FAILURE TO READ AND FOLLOW THIS INFORMATION Open1Neb trusses 1 JOBSITE HANDLING OF TRUSSES 5 INSTALLATION L TION BRACING 6 INSTALLATION TOLERANCES PERMITTED THIS NOT T_H I S TRUSS CHORD ALIGNMENT TOLERANCE WARNING WARN I N G — _— - ING 0 RANCE OF t' ICAL I bears _ WITHOUT CORRECTLY INSTALLED BRACING AS • >. Da reef hit webs with forklift SHOWN BELOW, TRUSSES CAN BOW AND ROLL —.___ \rn,l ... 1 r forks. Bent or dented web= - OVER CAUSING DEATH OR SERIOUS PERSONAL Moxknum 1j •. mutt be replaced. 1 —r�— y— '� � r ' • I r--• �� INJURY AND PROPERTY DAMAGE. . NOTICE __ JUL : 10Ul INSTALLATION BRACING AND PROCEDURES, AS WELL AS CI1 Z Ut' 1 lat,t�tt; -�' THE SAFETY OF WORKERS, ARE THE RESPONSIBILITY To provide 'ATG L�lti'ISI - WARNING DO NOT stock building materials on P proper performance, � ti ----� OF THE INSTALLER. THE INSTALLER SHOULD MAKE trusses should not vary more _ trusses before all buss bearings h` ximum o till alt �'- SURE THAT THIS INSTMUTION INFORMATION IS than 14 from a straight line t ss bear hardware is Y"+ Workers should :toy clear when and bract have been permanently � Qe O 0 0 " cuffing the banding to DO NOT. allow workers on the trusses until UNDERSTOOD BY ALL PERSONS INVOLVED IN THE attached. Serie P y VERTICAL all truss bearings and brocin have been TRUSS INSTALLATION. Bottom chord of truss should not be out of ALIGNMENT ovoid possible injury from flying g g TOLERANCE banding or toppling trusses. permanently aHached. square with deck by more than Y4" per foot + x um overhang for TS'J" series trusses with - of truss depth (I.oJi for 24 depth truss) - lip" or "Pedestal" bearing hardware Is 1�t" BRACE EACH TRUSS AS IT IS PLACED GETTING STARTED PROPERLY STACKS OF MATERIAL ON TRUSSES BEGIN AT LATERALLY BRACED END WALL OR BEAM �R BEGIN LIKE THIS IF THERE IS NO �F LATERALLY BRACED END WALL OR BEAM NOT THIS OFFICECOPY 2x4 starter strut furnished bl THIS / contractor, with framing anchors Sheathing and nailing to conform 1% 1 Laterally braced end furnished by Trus Joist. g g T J _ wall, beam or ledger See and to minimum requirements a: set forth by project amhitect, en sneer • Trusses exiN be Celiwred to the site In bundles of loan or sewer, � � 0111 h banded together for handling and shipment. To avoid damage they should bAr eft In !hese or local building code. See bundles until they are ready to be installed k% the ahvrtun. for allowable Waiting. • MlscelJaneous hardware such as bearing angles, log screws, bolts and nails as required for each specific fob will be shipped In bags or boxes with the Musses. Strut bracing furnished ` • Bridging material and pre-cut blocking Hems, If furnished by Trus Joist, will be bundied and banded. .•� by Trus Joist. See plan and ® for number C`` �•• WARNING of rows required. See THIS I NO WORKERS OR MATERIALS JOBSITE STORAGE OF TRUSSES NOT THIS or truss alignment. ARE ALLOWED ON THE CAUTION TRUSSES UNTIL ALL TRUSS City of Tigard -Maximum of 3 sheets of BEARINGS AND BRACING �y roved PIanS HAVE BEEN PERMANENTLY Bearr,, wall sheafhinil per 10 feet of ATTACHED. SEE �q or truss length. 8 Date .x�. support TJSTM truss Shawn (typical). Strut bracing ft':Wished by Trus Joist. See � THIS Details for other open-web plan and table above for number of rows31111M— (typical) trusses simllor. required, See ® for truss alignment. REMAINING TRUSSES- INSTALL STRUT BRACING AS �H TRUSS iS PLACED 8 FASTENING OF SHEATHING TO TOP C H 0 D MEMBERS CLOSEST wAt3lE NAIL SPACING USE THIS WHEN INSTALLATION BEGINS TYPICAL STRUT BRACE CONDITIONS MAXIMUM SPACING TJLMe1 fit TAJLX" IN MIDDLE OF BAY (roof, floor Or odd space) 24" ac. maximum in Sheathing WARNING NAIL SIZE Noll TJLw m SAWN TJM� �` - each chat* member material NAILING CLOSER THAN pia T MICROUAM LVL LINER Tis TJH. S—C 5—D SPECIFIED MAY RESULT i Ct�ORD w w w w w _ 7 1N CHORD SPLITTING. � .1 t 3 4 - 2" 4" 4 2" Sheathing a-I nailing to conform ) >c fid (214") 1 1� (10d Halla OOIiION 6 2 6 60 2 � to minimum requlrements as set 2x4 starter strut Roof . / furnished b Trus Joist / /� " s011 .128" 6 2" 6" 6" 2 forth by project architect, engineer furnished by contractor strut y Chord �/ IMPORTANT IOd (3 ) COMMON " 6 3" 6" 6" " for local building code. See with framing anchors bracing members / USE PROPER SIZE NAILS atoll ,128^ 6 2� 6 6 2 for allowable nailing. �� furnished by Trus Joist TO FILL ALL NAIL HOLES IN 1211 (A ) COMMON 6 3 6" 6" r ♦ ALWAYS set truss bundles on stickers placed at the truss pin � _ BEARING CLIPS, BRIDGING BOq( ,135 6 ' locations. NEVER store trusses flat or set trusses directly on _ CLIPS, BRACING, ETC. IId ( ') SMER 148" 6 3" 6- 211w the ground o� In contact with standing water. C�10lI fill 1" 8" 8" " +► Cowl truss bundles with DAMAGED TRUSSES Nailing pattern to be per plans and specifications. sepal wrap or canvas tarps to �- floor In no case Shu!! nag spacing be greater than ♦ „ protect them from the weather, m NOT use a true covers as If more than one row Is used, 1 e rows must t \ and -itagger. they will cause moisture to accumulate on the trustee. MUST BE REPAIRED � strut 24" o.c. in either chord member. Nails shall not r bracing-PROLONOW EVOSM To Tib ELEMENTS �, OR REPLACED g- be less than 8d M") or greater than 16d (3Vt"). ♦ 14 gauge stoples may be a dire t substitu for 8d ( /Qa imum TK APPEARANCE attach to " enetration of t" into the the fl Ing* is ed, f� At4fl �� TR!l�ES. underside 2x4 with two 1011 (3 ) nails Strut bracing f hod by Trus Joist. of truss at each truss by contractor See pian and for number of rows TYPICAL (DETAIL top chord L�ETAII AT 9 FIELD M �'required. See for truss alignment. AT pip WALL ON VWNG 0 TRUSSES NOT PERM IOPEN --WEB TRUSS iDENTIFlCATION S REYIE7NED : S D DEACON CORP. • DO NOT PERMIT CUTTING, DRILLING OR DAMAGE OF THE CHORDS OR WEBS. \�9G • BOTTOM CHORD BRACING INSTALLATION �,� does nol In relieve ft* +� ♦ DO NOT REMOVE STEEL PINS OR WEBS (;EVEN TEMPORARILY). c TJL and T.iLX 1-rasa TJI� Truss - Q� � 11�"x 1NJ"x on�, �6°cy of ror "n6is`Q their and ate,to • DO NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN APPROVA OF TRUS JOIST. V r TJS` Truss double BRACING BELOW IS FOR TYPICAL CONDITIONS. FOR BRACING SPECIAL CONDITIONS SEE DRAWINGS. TJe Truss lh%29(s" double TJIJ0 TVtss Cross , l x43; lJ x5h 5—E bracing Nailer and bracing if Trus Joist Doth Web Truss Product Ssctlong IF YOU HAVE PROBLEMS double shown on the drawings / Refer to plan for series and depth ;r ♦ Damaged Trus Joist products SINGLE--CHORD TRUSS DOUBLE—CHORD TRUSS _ ♦ Improper fit OWKE DOU61rE—CHORD TRUSS /J SLK 3" in INER IIM wmUS ♦ Field modifications C� CMORD CFIO�D ♦ Questions about (hese drawings 4 MATERIAL IDENTIFICATION I:aII our Trus Jc i:t Representative y P TJS TJM TJN Dave Schubert A. �""' A. STRUT BRACING of tubular steel with flattened ends furnished with Bridging where � all ata'en-webr ts�set5�ut b%clna t� be installed as each truss is set. t1S"x4%"MSR Phone: 503 520-7106 �e ®, lei L�"�rJ"nd � shown on drawings � ~� zxe wsa 2x& MSR cm • • • -- — � LUMBER CHORD LUMBER CHORD t•U�R r,�p Cross bracing furnished by Or the Pro ect Coordinator (Scheduling) No tab for SINGLE—CHORD TRUSS Trus Joist. Install as each I • g) single-unord truss is set. Jennie Newman B. trusses B. PLYWOOD EDGE BLOCKING is provided by Trus Joist on some / I 503520-7405 projects and used for Halling sheo;hing edges. Cross / CLTJL 1JLX TJW Phone: ( �_.__�_.� Edge blocking til=t* not prevent tmmn from bowing, bracing Or our Engineering Deportment Edge blocking should be installed otter strut bracing (installation bracing) 1,. • is In place and immediately prior to laying sheafhing. Cath DiS011 Manufacturer's engineering responsibility is only for the design of the Trus Joist products and not for �___ any supporiing structure or loads other thou Indicated herein. All materials sho'l be furnished by others, _ 503 520-7 20 C unless specifically noted by TJ or by Trus Joist herein. Phone: C. C. 2X4 STARTER STRUTS by contractor with framing anchors — (shipped loose), furnished by Trus Joist. See � and IF THESE DRAWINGS ARE STAMPED AS "PR'LIMINOY" _ •f -This Trus Joist Submittal Pookoge must be provided to '8.0, DEe4C'AN the contractor/Installer and responsible design jj �/n ry1x4 nailer required; Nailer and brocing If professlonal(s), to be ver tied and/or corrected for T1gard To�71 1e Squa le Pad Bldg oHaci� with two Bd ZHaller required of shown on the drawings consisfency with building design and dimensions. - See JUL i � 7oOl D �• :� - �.� ': •: D. CROSS ®RACING la provided for most bottom-benrilig locations. (?X") nails spans beyond 40 feet �eperate �"TJ Product Package" cover sheaf for lequlnd Tigard, OR D. Cross bracing to be installed as each truss is cel. Contractor to bend Bridging if shown 'Approval". - Any changes to building design after f 39 0 ra 6a (A.I! ., ends prior to installation. See ] DOUBLE•-CHORD TRUSS on the drawings approval which affect Tnla Jost Product*, may affect the product dellwry date. DRAVIN DATE CHECKED DATE ORDER NO. _ - CAO Ill 11 07 Q7—Q2 i F 3 w"B"'Q 1111be�w llers�stoat 1"A,Ifer>srlre,ds,tree eel ft*eve n�/Mr treMwe�ts..� 690 c five.Mita,NAIL, 111w.Nlla,Isla et*I"Tri•J�1M diex��Mla en Meewiwlr� ,►Mol Nqr,sMM1,�• 1f JrM N / a ' r_rc:.w:;r:�n . .. :.. F. _.. ,..a .:. ,: .. .. . ... l .». -:Ct.' .,.y;�.p. ' "M4 •r1t,.•..�; .v �,.•ill vr• z;" r. ;qe�-n•.$N�Y 'ytl ,. gat_ { fill toil *00 PIPS ML T� r r:r r - l PFP j I Tr�r� f T�jr1 r ; i1rji�r .1I1�II� lii�r-11 ilr�tl' .1rjrlr �1�rfl �t��Ir r��1fT111r i� �I rIl �+ 1 O Y it - .)121 Vows w A e l e'Ia'1 t � • e r. '►wutiwP. 'i cwt:Ya7R^Mc.Ww..r..�l•r.wf.�...�.r,:s55...�-_.,rrM!�YH'.A.ie„.hiw�4►.. -...yu wbrLl.4!l..nvn3.11ti. ^1,y, '..�`!r..�.�:r..l.l•'.♦Awr!s�.rL +Iw. !. ...v.. ••.r. f.'a:'..v..Wwrw MlM.w.�..M!"nMNW "+1"y!'fi'MYC�4'K.IY-:.W .+.w►.,..�mer.. r� '+"w ♦wdl.'i...e ,-s,.+.�w,y�.a a.wr—:Lr-+wa. •�s•--•'•� •Mr+rc ,.4,rr- ..w... ,r++r.n+Y,..n ruWwual �rwr.r. .. �I.�aaq^+r1Yr.re¢Y•Y.Y•.� -�—. .. .. ,_ ., _ 9t�v._�.�..w .AMAX..;w�..�r,E174#wTT�r�'In.v.'wr•!,�F.vM.,�6ln^.,we+.a+un^ ..,,n., �.,r,,. x'X tt11 T. i' ,l C,. -1r Yr.s n f f% r. DO NOT SCALE: THIS DRAV.;NG � 2 28'-IIk2" 26'-IIYz" 3 LL�I` _ 21 5PAC ES P 32"oc r 1 r ?' T YP @ 1 7) I I KICKERAD I I z INSIDE FOS [ TT 1--o" I _TT I `.•. WL -- 11 1-J , X - if NERA ! -NOTES � dGEND TYP @KICKER �- s B (2) w p B S m - � DESIGN CONSIDERATIONS I ++ -----� ++ I N e KEY NOTES N A(s�) 27-PSF ROOF DEr2I BPI6 _ 1 SNOW LOAD ( I 115x). 2 PSF (;l HATCHED AREA INDICATES MECHANICAL \/ -_ - - HIGH END OF DEAD LOAD: I PSF v ZONE. DESIGN TRU-_15 TOP CHORDS FOR x x -�_ _ I ALL TRUSS ADD'L 30Utt WITHIN 5'-0" FROM GLB. q q 8 I CHORDS ARE NET WIND UPLIFT (@ 133X,,: PSF DES / / I - -{ PAINTED RED O POINT INLOAD ROMTRUSS PBEARING WALCHORD FOR L ABOVE. DEFLECTION�� / I DEFLECTION CRITERIA: I 6�'" GLB - -� LIVE LOAD DEFLECTION: L/360 O DESIGN TRUSS TOP CHORD FOR ADD'L 200 PLF B / b'Y�" GLB TOTAL LOAD, DC;LECTION: L/240 LINE LOAD FR(-- r! WALL ABOVE. INDICATES (I) ADD'L TRUSS. LOCATE b / / / / 6 UNDER TOWER WALL ABOVE. BiD�4) `' - -� - FOR LATERAL SUPPORT OF NON-LOAD FARING PARTITIONS O WING WALL ON TOP OF ROOF DECl:/TRU55E5. — =-� ...__ I UNDER OPEN-WEB TRU55E5, SEE DETAIL 4/3. SFE TJ DETAIL 3/3 AND 5TRC'L C ETAIL 2/54.1. TRUSSES TO HAVE Tlf'IBERSTRAND 70P CHORDS. B 1(E) a O 10 10 - 2x4 STARTER STRUT BY OTHERS, RE IRED AT THE END OF b DESIGN TRUSSES FOR ADD'L 4K AXIAL LOAD � � EACH STRUT ROW, WITH FRAMING, ANCM RS BY TJ. SEE (EARTHQUAKE/WIND) N 7 SF ++ —{ A i�1e� �---- + - - DETAIL 5-A $ 5-D ON OPEN-WEB IN5T LATION SHEET. ••• • 0 L`! I ++ +4. ---- ++ INDICATES CANOPY CONNECTION POINT AND CONTINUOU ROW OW OF METAL STRUT BRACING BY TJ. STRUT 7 KICKER LOCATION. SEE TJ DETAIL 7/3 FOR — _-�- X X 4 f_ I BRACING IS REQUIRED FOR LATERAL 5 PPORT DURING ADD'L TRUSS DESIGN INFORMATION, - _ I TRUSS INSTALLATION, SEE DETAIL 5- ON OPEN-WEB 5 r •' LOCATE ADD'L TRU55 INSTALLATION SHEET FOR BRACING RE IREMENT5 AT ODD INDICATES CANOPY CONNECTION POINT AND 01411 �` UNDER TOWER WALLTRUSS SPACES. SEE SECTIONS 4 AN 5 ON OPEN-WEB KICKER LOCATION. SE:E TJ UETAIL 8/3 FOR - = � / / / _. _� INSTALLATION SHEET FOR DETAILS AN INSTRUCTIONS. ADD'L TRU55 DESIGN INFORMATION. - r 1 614 GLB 04" GLB/ .1 - C - _. I.._,. . L �. / .1 _i / TJLX TRUSSES TOWS WALL Oq INDICATES 51NGLE TRUSS WITH PLANT r �� _ - I ( - CONTINUOUS ROW OF 2x6 BRIDGING BY J, SEE STRONGBACK INSTALLED LOAD TRANSFER BLOCKS. i 27 r35F I� GLB BRIDGING DETAIL 10/3. INDICATES 10 BLE TRU55 WITH PLANT INSTALLED DLOAD TRANSFER BL.O rKS. GL9" II INDICATES TRIPLE TRUSS WITH PLANT — --� INSTALLED LOAD TRANSFER BLOCKS ul B eS I ' - DENOTES INTERMITTENT ROW OF META CRO55 BRACING BY B 1(2) N � TJ. INSTALL AT BRIDGING ROWS AT EACH END OF BAY AND B T c�i, ONLY WHERE SHOWN ON THE PLAN VIEW. ATTACH TO THE r ++ ---♦► =11 cam jaiI TOP OF THE TRUSS TOP CHORD, AND O THE SIDE OF THE N B 1��) 3 I AND BRIDGING ROW. . FOR I TORE INFORMATI SEE DETAIL 11/3 Ai(l.) 00 -r X x _ ALIGN Q OF THESE TRUSSES ! EVEN SPACING TRIPLE TJW TRU55 614" GLB l� b�," GL@) B .=z ADIMMAXITRACTORI // I �i0 RJASE WM Tw►T 2r-71 DI1' OMMIGIN STRING /� , 2 9 �/ AL04 GRID I MWH A to f ON WW SIDE OF 5 (4) - - �b Ali AIlWL MAXIR !'LAN AL o BID I VOUPY �2r- ' 19 Cbpq i5- T BE -i X w x .� _ _ OCG B 1(2) �-J 07'x'- 71/y" is coNec ' 10 10 ++ N N Air I PRODUCT TYPE CHAR T _ SEE MATERIAL LIST FOR MORE INFORMATION ` X X _ I CALLOUT MEl"IB R _ I A 20" TJLX IRUSS 20" TJW-T '7-RUSS CE _ - _ 614" GLB 614" GLB VERIFY ROOF 14AT04 WILL PIT // � � / / TYP @ KICKER SETWEAd • !V!N _ z� oR SP6cI�r =— X 1 ALL ITEM 0cLousxo» nuaT eE As eL�ut a ao�auoREa. N ( I CK OR a X4PJICT IwF+aeo 110N DEo. - o J Gtr dlm 4-j: 3B ,� x(2) BS(2) sueMITTAI No. 03-06/20 -•0/ ++ --•� A �•-- ++ �r _ - ( 8 RB'Y�/IEMIENN D : S D DEACON CORP DATE A(17) 27 PSF Th k G ledc door not in ary way relieve B» .'. I O 6'—v" — —I vv"uccumcr�c'dc�'e 1 ju^n't!ie eor cif�er>Alor>♦ — x b w tpii�� /�/� Q .'1 rl r. `• I ___ 4 1.V\ n• TRUS JOIST" INSIDE FOSJ er commercial F E'Y DATE REMARKS Tigard Towne Sgpare Pad Bldg L _ _1_ - -1 _ — i- - - - - J Qy�j�, ' R(90E FRAMING LOCATION PLAN � � �� Tigan,d, OR 37 of 38 `� Microllvnw Pa-ollan• Perron mmA Pluma 94wnt Floor* Tknbrr5trad• TJI• ad TJMO �. r. eared traa.,,ork,, ar! 5Ch .E: XB" it-ON � � h/�� DRAWN DATE CHECKED DAT ORDER # SKEET TJL!! TJlMIN TJLX-I T44-- TM_ TJ4m ad ILewl frt* .loot cmewrw'ckA*�are trodmnI of I —D F.a�a NA. --- THINK SAFETY - READ !INSTALLATION INFORI`IATION BEFORE PROCEEDING CAO 7/11/07 /v , 07 - 021 ��10 2 OF , . MORONISM it}'r1 '-- ''. ..'..yw,- pE7 .q,prrtgn,lr,.pnYr..-..-,.. �. +••..e.+•+.e.,w _.. _ _.. ,yft iw.ilr.. .. �:�,,,..-.—,. _ rrLWY.• „ wSl tK , � pit li 'f� , 1_ 1 9m TTV r i(T. �7 f�I 1�I r Ir � �ETT�`TTP_l � uY� ✓� �JI.. F' � r 1 1 fir. �F...'�.q.flyh•.l:'.A�iKaM�A' Y!J { • ' ).Y.,.,..,V/`f!'l1YY.l.ww•r._ .. 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RAM"�!!�!/'AA'R A'�IVL'M..:.1!^ r'Y. r i �. 4 - r n { I d L r sF, 4, DO NOT SCALE THIS DRAWING SLOTTED TRUSS CLIP BY OWN • ti OTHERS TO BOTTOM OF TRUSS, EACH 51DE OF WALL. / SEE DETAIL 2/3 FOR AD 'L -DO NOT NAIL_ CLIP TO WALL ' INFORMATION 2-I0d NAILS ' ♦ EACH END / 1 DE51GN TRUSSES FOR 150# KICKER t FRAMiNG COMP/TEN @ 133% (WIND/5E15MIC) SEE BEARING CLIP b'( OTHERS SPAC114G OF CLIPS DETAIL 5/3 t 6/3 AND BLOCKS PER EOR. 2' -21., -q1"t FIT BLOCKS TO ALLO �\U / SEE BEARING CLIP `. 2xb BLOCKING DETAILS 5/3 t 6/3 BY TJ I DESIGN TRUSSES FOR 200# FOR MOVEMENT KICKER i FRAMING COMP/Ti:N @ 133% (WIND/SEISMIC) 2x6 BLOCKING BY OTHERS TYP (2 ) LOC'S 2x4 BLOCKS (OR MUL IPLE BY TJ DISTANCE "X" BLOCKS) NAILED l"D ACE � (GAP BETWEEN NON-LOAD BEARINGDISTANCE "X" WALL t TRUSS) (GAP BETWEEN PARTITION WALL _ /� WALL t BRACE) I I c 7 A CE I► �I -- UNDER ROOF UND R FLOOR 2xb STUD WALL SPAN "X" 5PA "x" • • • • • 0'-20' �1" 0'_2 ' �q" Eli:A1"t PER PLAN _ 20'-40' " 20'-4)' OS LOOSE LOAD TRANSFER 40'-60' 40 40'- 2 BLOCKS BY TJ. FIELD G �F� ® INSTALL (1) PER TRU55 RECONN ND AT A �-II�'IEN AY BRACE LOCATION BEAM PE- PLAN OD REF. I/yl.l REF. 8/51.1 REF. 2/91.1 NON-LOA AR I N A I I N Bgx3" SCREWS BY TJ " I0dx3" NAILS BY TJ 12." (3) SCREWS EACH SEE DETAIL 1/3 FOR ADD'L SIDE. PRE-DRILL AS INFORMATION (3) NAILS EACH SIDE. REO'D 't0 PREVENT SPLITTING DESIGN TRU55ES FOR 500#(450 5o01� AXS41 COMP/TEN @ 133% (WIND/5E15MIC) L DGERANDHEADER d //-_ Ir DESIGN TRUSSES FOR E,00# < N \ COMP/TEN @ 133% (WIND/5E15MIC) eY OTHERS LEDGER AND HEADER BY OTHERS. ATTACH PER :z - \ EOR SPEC'S. DO NOT NAIL ± 53ft, f WITHIN 6" OF TRUSS PIN. x, CHO— j-L e r " PLANT INSTALLED LOAD TRANSFER BLOCKS 9Y TJ. LOOSE LOAD TRANSFER BRACE PER PLAN BLOCKS BY TJ. FIELD BRACE PER PLAN L1 L "NO-NOTCH" CLIP TJW II NO- NO CN'I C L_I P "r`''te.:. INSTALL (2) PER TRU55 ] OP CHORD BEARING . 2xb STUD WALL AT BRACE LOCATION PER CHO� N EOR SPEC 5. x 2 6 STUD WALL REF. 6111.1 REF. 7/51.1 FIELD BEND BRIDGING CLIP BEFORE / _3O• \ - SUPPORT MEMBER BY OTHERS TJLiTJlN' SERIES NAILING TO BR'DGING ROH- 6-NIO NAILS--BY TJ 20 I WIND UPLIFT BRACING BY TJ (SEE PLAN FOR " MIN. LENG7H5 t LOCATIONS) s _ 2x6 2 5TRONGBACK FROM PIN NOTE: BRACING MAY NOT BRIDGING BY TJ WITH LOCATION PHYSICALLY CROSS IN SOME (9) lx ON EDGE EY OTHERS - —APPROXIMATE 12" LAP. SPACING CONDITIONS. (SPANNING A MIN. OF 2 PANEL POINTS). INSTALL ONE BOLT ABOVE LOAD EACH BOTTOM CHORD PIP.! TO NOL P 2x's IN PLACE. 2x6 BRIDGING ROW. SEE PLAN (MAXIMUM LOAD AND LOCATION FOR LOCATION. SEE DETAIL 10/3 SHALL BE !N ACCORDANCE WITH FOR PROPER INSTALLATION. APPROVED TRU,-7-5 CALCULATION5) 5-NIO NAILS BY TJ O 5-I6d NAILS CLINCHED, `�i �' �'''• BY OTHERS. 1 SUPPQEI DETAIL FOR LOADS ® �� J AN _ JW .-TJLX AND i iNSUPPORTEDFRO" BOTTOM CHORD 255 BRACIN USS TO BRIDGING) 511RQ_N_GE3AGK RI IvSTR ?NGBACK BRIDGING - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. HARDWARE SHOWN 15 ro BE PROVIDED BY OTHERS UNLESS >e MARKED 'BY TJ.' REFER TO THE CONTRACT GRAWINGS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. - FOR ATTACHMENT OF SPRINKLER LINES ME HANICAL DUCTS ETC... TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM INSTALLATION GIADELINE5". IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT iLEVEL TRUS J015T COMMERCIAL OR GO ONLINE TO: HTTP://k4WH SUBMITTAL N0. 03-06/20 "0/ REVIEWED S D DEACON CORP o' 13Y; ATE: This ch does nol in any way relieve ft S,1mntrr,zt,r or Suppiier of their re sponsibiBty to ,•r';fy acc,;f"of details,quantities,and dirrwmio �- �►,i 1,- . TRUS JOIST" >ttx"" commercial � BY DATE REMARKS Tigard Towne Square Pad r31dq IL li Til�ard, OR .. A DRAWN DATE CHECKED DAT ORDER tt SHEET r•Nwollavo, Pwonar,•, Parforrrxne• P41eN Sllwri Floor•, Tknbarstrand•, TJIR, ord TJM� ar• r•glslerr°d tradariorla and TJL*' TA"- TJi� 144" TJ91" T. 1 and ILwol Ti us .Jolt Carm rckd- we tradw•ncr o of Fodwal HN, WA. '� 1 7 — 021 ( 3 OF 3 THINK SAFETY READ INSTt LL TION INFORMATION BEFORE PROCEEDING CAO 7/II/07 /,� O qO f� Y .... ,.'. .., ,,,, , h, t, r. ,,,. ... ?!N9 ,- � . . , ". .„uj�, s'0h#4 bc., ^fA•t! .9.h' :,f t ,. t ;i,, f � �t.., .�� k.tf!"e' � p(yy,:�yW.. { y, yy •{ , .W • .^w!,atla Ffr S,.a,.+t$MIF` YY glt�'Y3,e.3k.w r.M4•LI:py• .. .�..,,.,.i..,. aq. M. r �, .,.. .• r�'T ir'7 '"�j"F" ��.'R'P."p' �'95>;. �"S +C";. y!.,.,s `t>,'_xr• JMe 1 , jj,jLr I 1 11. 4 1111iff"t f. Tof 4li r1i ijr [111 . r ,. _ ... ill � ., PT i ' r ' -j l ��, . .• .. l'". � � t. ` �r r t i;r"� '� a,C(.�M.� ,,..-,a, ._ '�.' 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