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Plans (2) BUP2O17 - 00125 scHoLLs BUSINESS CENTER ... BLDG R ELEVATOR ADDITION , .? „Doe, a PORRAND, OREGON�-- PROJECT LOCATION Na.v'•,A, 4268 �C ' ,vavcsa ,aoam GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX 9�4' OF °C�' 0' 900it ND - swAa/Ws, SwS 'r St f''•-...,, ,w a SwLes a St 2014 OREGON STRUCTURAL SPECIALTY CODE _ 'y m n 9 y s 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, T-0 COVER SHEET r^ a gip@DSreaa a.,' J CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE �'IQ ' O E a to \?td O Rad Tad '. o r CONSTRUCTION. CONSTRUCTION TYPE: T-1.0 EGRESS PLAN a a - o Sw Reid t r o»rse _ D ¢"r Over : �cpepa ti 1 it 5 ,Na%�` SPRINKLERED erockmen Rd " " __ ,.;,,.a . x. -5�` -- 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. BUILDING HEIGHT: 2 STORIES N 48 SwouchSt T-1.1 EGRESS PLAN 9w Tdggar Dr ' d 4 Bradley Corner ti� - I 3. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BUILDING OCCUPANCY: B Sw Cedallat°Ct S E - 5TM Q m , s ;� :� p� SW Cedatgesl tTHE J : --"'- E R T-2.0 1ST FLOOR DEMOLITION PLAN Sw Scout Dr , 0'o SEN gt+rneh Ct i� _ �r `rC 3 ° A r e Cr �m `�.< BASIS. > < swRohbe OT " Rn' Mu>7 ntltrv+ a"'Oak * n. TENANT IMPROVEMENT SQUARE FOOTAGE: T-2.1 2ND FLOOR DEMOLITION PLAN o, o t' „ 5�„ora �"- 12,450 1ST FLOOR, 3,504 2ND FLOOR =, - Sw BordareSt 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE • m �: - CO SW Wakens Ln �y .. Q u l', Sw Herr' ckSt �, PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY --- sur Svl Kana CI E 3. - CC- ,. o "x _ SwLehmanSt ¢ OCCUPANT LOAD FOR TENANT IMPROVEMENT: 125 6A ? co vi t g q, o way FOR TENANT. T-3.0 1ST FLOOR PLAN D �. a C4�t Park 4�; C .mrtcrq Sw Coral St ie s E n m r sv ca e q. N N 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS T-3.1 2ND FLOOR PLAN An r m O i sa n s $ stogtpa� '. SwLoaisest PROVIDED UNDER THIS CONTRACT FORAPERIODOFONE (1) YEAR, UPON COMPLETION OF GENERAL NOTES - CODE INFORMATION 0of 38 NW Davis • g I d i ' .'-,` . 58,54w C 9 �� - ¢ <_ CONTRACT. Q s+ ° ""� :.6 �' a'' Sw Oak Way a- T-4.0 1ST FLOOR DEMOLTION REFLECTED CEILING PLAN SUITE 300 9 Sw Pioneer Ln o `m- m, - " 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL ' L Rd `21t 6; sw Oak St 6. ALL SUBSTITUTIONSSHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CODE 2014 OEDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT 97209 Bv+ ` ; oa0` Sw "'- yEa m S Pine St IMPLEMENTATION. SPECIALTY PORTLAND,OR g.hollsFetEY.- - o APPLY. T 4.1 2ND FLOOR DEMOLTION REFLECTED CEILING PLAN T 503-245-7100 N t .. W Meadow Creek try �^� 9 Sn shady [j Sw spruce St 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE 1505 5th AVE, SUITE 300 � c �`"4.. . 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM T 4.2 1ST FLOOR REVISED REFLECTED CEILING PLAN d S'yso?e N < S Thorn ARCHITECT PRIOR TO CONSTR TION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK1 SEATTLE,WA 9810 w UC PER FMO. a' +oo� s� Cottonv_.•ood Ln < - <° •F < _ ` • sw stave st T-4.3 2ND FLOOR REVISED REFLECTED CEILING PLAN T 206-576-1600 • ' C swpntonc `n SwManzaN.St Thy co 8. DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY Sw c Sw olhyPl . r tc` c a a, '"'.„ - a' ANY ADDITIONAL 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION ©ANKROM MOISAN ARCHITECTS, INC. y- 1 o GlaperGlyCa _� 0 `n DSvr Nort1Dakote St 4a: ..._� Greenberg .`'� , p (4' zo o , M THE CONTRACTOR. Sw MallewC e`+` ^W Cretan - -- OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE T-5 DETAILS - na Swxwmar O� Swsuntmer t vICt. '� a _o m `' p $ �' 0 �'T.'` 9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SAFETY CODESDEVICES AND LL r ' ay 09° SwSummer0 estbf h- 3, a.- Giaacr,L) ^ • -b v r,N N\,, SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE SE-1.0 STRUCTURAL GENERAL NOTES s „v 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE fin 3 -_ 4>°. svS Ava..._ n ., .tn ➢ro �� ~i gam, - SwMere • eC1 •^-qa; A° < GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES $ 'a F° SwPihasst �, m sVIEW EVERY 3,000SQUARE q ro -2' o, '� ,. ,',, ARE MET AND ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. EXTINGUISHERS AREA LOCATED IN ACCESSIBLE LOCATIONS, IN PLAINSE-3.1 PARTIAL FOUND.AND FRAMING PLANS '� sw Pakon Rise Dr , 5 0 - 'r FEET OF FLOOR WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. o � y' 3 ��x�.'�ye�q�i7.i`'�y �. oa- Sw London Ct '?. � � v n --"£ £ Y a --Stv KatheYvte St.. ¢ > igti° o' £ ' ct- SwKatnerneSt s ' ,'' swTdnref .t', Gec`� > st '. e 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL 5. PROVIDE A SIGN READING"THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" SE-3.2 PARTIAL ROOF FRAMING PLAN ?`' E g }E 'f s dS+ Sy(to"" a DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. $ a ynn o iSf�� sw1 t Jc c, o AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. n a a i g $ 4, 9 Ann St Itly 96thor 's ,t ae yaa X44. Tigard root 1- PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. SE 4.1 FRAMING DETAILS g v) m s n " 5wlohnson5i o� �F `hc, stvK^° . 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, THE INTERNATIONAL w w Waittut5t m---7-o.. `'+.-__ C v`' y Q� swscartms St 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH BUILDING CODE,AND THE INTERNATIONAL FIRE CODE. RECEIVED swEnwSt "" r 5 MATCHING BUILDING STANDARD TILES. &2005 Mepauest tnc,� - , - - - Q2006 NAVTEQ MAY 18 2017 12. PARTITIONS, DOORS, RECITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. SPECIALTY CODE 2014 EDITION, SECTIONS 1006 AND 1011 CITY OF TIGARD VICINITY MAP PROJECT TEAM BUILDING DIVISION (!) SCALE: N.T.S. 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS OTHERWISE 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING NOTED. WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED BUILDING R OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 BUILDING ADDRESS 10450 SW NIMBUS AVE., SUITES R1A OF THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION. 14. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS OTHERWISE NOTED. & R1 B PORTLAND, OREGOB 97223 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF -. ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW DEFERRED SUBMITTALS 1!, o OWNER/LANDLORD KG INVESTMENT MANAGEMENT VOLTAGE DESIGN AND INSTALLATION. r �� .0.1 it. 10240 SW NIMBUS AVE., SUITE L-3 1.i ` - r t P ' u Cr, '1 ELECTRICAL PORTLAND, OREGON _ _ e .I , 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. CONTACT KYLE LATTA CO • IDAR �1 t��t PHONE: 503 598 9980� MECHANICAL ( ) CO�i� 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS OTHERWISE NOTED.�, � -•--_;j =rte\ �- ,t - --- t � FAX: (503) 598-9982 & [ _ELi ■ �, a REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW-DOWNS TO I. 9 I "- .__ami :,!• -w '` i- ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. of _r.,` ARCHITECT ANKROM MOISAN ASSOCIATED r - jIt / 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDS ARCHITECTS Z Q lz •d ftfit_- PORTLAND, L..�� 38 NW DAVIS, SUITE 300 -• UNLESS OTHERWISE NOTED. OR 97209 0- CONTACT: LU CONTACT: JILL SABIN J U1 PHONE: (503) 245-7100 LU I CO to tag- 1 ' '� CONTRACTOR FAX: 503 245-7710 ~ COMMERCIAL CONTRACTORS INC. r / �_ CONTACT: JAKE MONEY 0PHONE: (360)887-7234 W Z irKEY MAP - SCROLLS BUSINESS CENTER I- J W r SCALL: N.I.S. w CO d' L.- j an OF TIGARDU 0 \AREAOF REVIEWED FOR CODE COMPLIANCE V) W cn 0- AREA OF WORK j WORK OTO it\--ral;:itMLIII `� Cly �0�31� 'moi' w oz/'� I it�Pemtit#: - z H ‘ , n1 1 Address: '- w( I n SttitC#: � ''i W JCO m WWu u uli �i �� By Date. > �_ O • raw91 lat _I z 0 / ; rY oa e s., ////�• i = H dAr ft./IIrA, All II /,, I III K i) / i / __ I i��i �I Iii/._ j ft P/74/ Or r-cfh I .._11! Li 0 / _I j WI a - %I IIPMI REVISION DATE REASON FOR ISSUE r 000 Or Ai ni (-. .....---) j..- alli I \- . ..,it ii��� ,„ _,,___, . A - - _ r �►� Ir gliali -iliiiiiPt-- . , sA lip � A / It1111111111 COVER SHEET //�IIe I/��� _ /ta L o /1; - r/Illiy,l/llr, A /11'1'1'111' t+ oIV% I 1111[111 I OPEN ro eeohIS/ AZ - - e¢o, A- , - -_SFA - -_ - _-_--- I I l l 1IIIIIIIIIIIIIIIIIIII / , 1111/0/11. � . ,l �� PERMIT SET MI w CITY OF TIGARD • •, •3.11sf �; - - �IIIIIIIIIII I����11111 A roved b P / i' _ Date: -C/y lanning DATE PROJECT MANAGER 7 )1... „�: �� �� � ;: l / 17 5.12.17 J S Initials: IM (S PROJECT NUMBER SHEET NUMBER 0 KEY MAP - 1ST FLOOR KEY MAP - 2ND FLOOR 057747 SCALE: N.T.S. SCALE: N.T.S. SCALE T AS NOTED J:\S-Z\Scholls Business Center\BIdg. - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:32:26 PM, DWG To PDF.pc3 i ,c„,C� Q. Luu �- ti ,„,\ LIFE SAFETY SUMMARY , �VEL (SECTION 1014.3, EXCEPTION 1.) �P> Na. 4263 q 1. THE COMMON ^LENGTH OF FEGRESS COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY 9�4 OF u GROUPS B, F,AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED 11 THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 ___.(1 I! 14 COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 44' a. a x/\` L_J L-J ,___I- I 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) EXITS SHALL BE SO toWLOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT lal ii I ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A z STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND TM "" F UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EXCEED 300 FEET. (SEE TABLE 1016.1) EP I . I COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 245' CO B• 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) 7 �`� TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL A n k rom o Isa n X BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, ° 0 N \ .4 - ,XX I (SEE TABLE 1015.1) 38 NW Davis ��- - M 1/ h4 _ SUITE 300 ca N\ 11 COMPLIANCE: EXIT DOORS REQUIRED 2 PORTLAND, OR 97209 �?, T COMPLIANCE:EXIT DOORS PROVIDED 2 T 503-245-7100 �rL�J • o e 4 X 'V- '-- `o'( r 4. TWO EXITS OR EXIT ACCESS DOORWAYS. SECTION 1015.2.1, EXCEPTION ( Z 1505 5th AVE,SUITE 300 I I cc � � Hrs1airz V'/t / II t} �� + X MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. - - �- l ����J� 1J' 1/J k•, Ax - , COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 37' ICOMPLIANCE: MAXIMUM SEPARATION PROVIDED- 71' r�� L -1- / 1C , I 4 I I 1n ► 4 l7 l7 nI ,., _ e--�- I ,,,,\r"i� , ♦ I !!!S111 I is . +� FIRE & LIFE SAFETY PLAN NOTES � I 0 Ili --------- .:...----w------ al' _. 41 , � ,,,t.-..:„, , _ 7 T 1. MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL i 0 i .41 • ..s...aa a,... TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED I -r 2. EXISTING FIRE LIFE SAFETY DEVICES AND SIGNS TO REMAIN AS-IS. FIRE LIFE SAFETY , , 1•4 J DEVICES AND SIGNAGE WILL BE UPGRADED TO MEET CURRENT CODE WHEN SPACE IS ® 1 , ♦ I LEASED AND A CERTIFICATE OF OCCUPANCY IS ISSUED.. 7 0 H111 1 a �, _ FIRE & LIFE SAFETY PLAN LEGEND IIIIIIIIIIIIII■_ 0 ROCAI SF RM OCC ////f1 l' 1000 200 II • - • ■ Exns OLF ' OCC TYPE ROOM SUMMARY TAG 4/ ! w ANT OFFIC: S; • E >(, <2 200 A-2.1 100ii II dl it .� x G� - `C EXISTING PATH OF EGRESS TO REMAIN. PATH OF EGRESS ILLUMINATION. CO ■ !- _� 1 ROOM SF RM OCC 1 l MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1FOOT-CANDLE r� �• 12450 x125 (11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF CL' <2 100 B > EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES , rt cli r Gj!%� �l �l �� Ary �l A C TYPE / ELECTRICAL SUPPLY. IN THE EVENT OFA POWER FAILURE,THE EMERGENCYvQ(L/_LLI�JCe!le�l , LLl �1 % 1/_[ �l�J_Li!lJ / POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS z r_, - - - - I— OPEN • / THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNITQ ck � Ilit .01/1/. TO ABOVE EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE V V EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 O.S.S.C. J W �, — �: SECTION 2702, PER 2014 O.S.S.C.SECTION 1006 ® EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS D -> WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. CO N / s FIRE EXTINGUISHER I a! „ FIRE EXTINGUISHER CABINET 11 _ W Z I ��!� • 3. S f r. fr.x,cyv>>./ ),' WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA I- w I �C�X� X CJcJC�� EXISTING ONE HOUR RATED COMMON CORRIDOR w m U _ l7 f__ __,4::, \ V1 W N d 5'-0”DIAMETER WHEELCHAIR TURN AROUND AREA CC 0 NEW ONE HOUR RATED WALL, SEE DETAIL SHEET T-5 Q Z O F- /ifEXISTING WALL D mz Ln!/Olegte' WWJqOrJW — fY r jj :,jjd —I Z% O I Q00 A elC4PO D Ott CC ten a m 4c7. Oliti Oltill €61b0 Ott , OttP REVISION DATE REASON FOR ISSUE /4jV� eft <,:; ; i Ian 3 1 7., 1\ IST FLOOR Iri Ie a •. . i>r m W �— EGRESS PLAN 1 EGRESS PLAN 0 T-1.0 1/8"=1-0" PERMIT SET DATE PROJECT MANAGER 5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE AS NOTED T. � O J:\S-Z\Scholls Business Center\Bldg. - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:32:36 PM, DWG To PDF.pc3 ANC? TUPN 0. LUu . - a cf.>PORRAND. OREGON, �i No. 4268 .v 17/1 OF O\k�CS LIFE SAFETY SUMMARY TM 1. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3, EXCEPTION 1.) THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY 14A GROUPS B, F,AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC A n k YOm 0I Sa n SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 COMPLIANCE MAXIMUM PATH OF EGRESS TRAVEL 35' 38 NW Davis oq pQ - SUITE 300 ) 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) EXITS SHALL BE SO PORTLAND,OR 97209 LOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT T 503-245-7100 ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A ,r33Thi ® ® r STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND 1505 5th AVE,SUITE 300 UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED 300 FEET. SEATTLE,WA 98101 (SEE TABLE 1016.1) T 206-576-1600 IEB j �O COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 190' ©ANKROM MOISAN ARCHITECTS, INC. _ R�� \SO 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) (5, , % TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL — — — — FE %y �' BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE TABLE 1015.1) • VACANT OFFICE SPACE COMPLIANCE: EXIT DOORS REQUIRED 2 200 COMPLIANCE:EXIT DOORS PROVIDED 2 "24( WAOC 4. TWO EXITS OR EXIT ACCESS DOORWAYS. SECTION 1015.2.1, EXCEPTION "� /j�2465p ��25\ 21 100 BTYPE / WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, /2' THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 28' i >( COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 40' 71 . 2 L __ -7—• Ei.- : L..a,ii ... ... FIRE & LIFE SAFETY PLAN NOTES , D:\ 1. MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL CO QTIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED f eL 2. EXISTING FIRE LIFE SAFETY DEVICES AND SIGNS TO REMAIN AS-IS. FIRE LIFE SAFETY `J oZi DEVICES AND SIGNAGE WILL BE UPGRADED TO MEET CURRENT CODE WHEN SPACE IS Z < LEASED AND A CERTIFICATE OF OCCUPANCY IS ISSUED. ck ck l 0" 1 A p n 1 J l/1 w FIRE & LIFE SAFETY PLAN LEGEND CO N ROOM SF RM OCC I Cr <XiTal 200000 aA20p0/ ROOM SUMMARY TAG LU Z EXISTING PATH OF EGRESS TO REMAIN0 . PATH OF EGRESS ILLUMINATION.(11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF 0 T-1.1 1l8"= 0 �— 2 N D FLOOR - EGRESS PLAN MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1FOOT-CANDLE z _ w EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES w D m 1'-0" ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE EMERGENCY Li 73 POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS m CCd THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT V) D N D 73 EQUIPMENT, OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE N D EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C. LU Z w r. DC Z SECTION 2702, PER 2010 O.S.S.C. SECTION 1006 z - @ EXIT LIGHT AC WITH BATTERY BACK—UP DIRECTIONAL ARROW UNITS (f) 0 0 0 ; D AR N Cl. Loin .a PORRAND, tP,A No. 4268 toe iitz, * TM ,� o .� Iv. f4J4 w O._ - =aLii w - Ankrom Moisan 0 0 - 2 38 NW Davis - SUITE 300 — TPO503AND- 1 97209 1\,%,__ \ T 503-245-7100 ER f\ - 1505 5th AVE,SUITE 300 —01 SEATTLE,WA 98101 — T 206-576-1600 I ' I Ohl 101 0 - ©ANKROM MOISAN ARCHITECTS,INC. DEMOLITION SCOPE W W O - 1. PARTITIONS, DOORS, RELITES& ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR U U RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. C\...._ ' 0 — 2. REMOVE ALL POWER SIGNAL, SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO ir M 0_____I 0 BE DEMOLISHED. Ne3. EXISTING FLOORING TO REMAIN AS IS. K_ :\ ✓ ® - i 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT lS" PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT 0 el❑ i — DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE. CEASE I OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE 0 - IN DANGER. 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE 1K RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO ._ , , II . (----- ___ _ PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. m 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING cC c2 _ -- o I . Pi - FEEDS.WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO 4I_ — THE SOURCE OF ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. (5 o 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND �Z Q I' - ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS Q'. AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, l/1 4 I CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK --J LUAREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED D f- ■ SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE LU PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND CO N DUST. i _ rili DEMOLITION PLAN KEYNOTES I-- z C-I 7 \ LL'..r 1O DEMO FLOOR FOR NEW ELEVATOR/SHAFT PER STRUCTURAL PLANS. 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PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR 1505 5th AVE,SUITE 300 �F ED RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. SEATTLE,WA 98101 T 206-576-1600 2. REMOVE ALL POWER SIGNAL, SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO �� G ® BE DEMOLISHED. ©ANKROM MOISAN ARCHITECTS, INC. 3. EXISTING FLOORING TO REMAIN AS IS. 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT iDEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE. CEASE 4- — — — —,-j FE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. = 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. 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R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:33:21 PM, DWG To PDF.pc3 — .a , POIMAND. ate S' _ til Rc 4265 q EXISTING BUILT-UP ROOF EDGEFACTORY ►Oil UNDERSIDE OF STRUCTURE ' OF O ' 11 SEALANT EA SIDE !__.__ ' LOFG LEG DEFLECTION FIRE SAFING ff=•i 47/ T'- :- .. _.frf^—mm �r TRACK . STOP STUDS SHORT OF TRACK S IN 1 V i ALLOW FOR DEFLECTION S\ \\)(// 1Iii : \(.,• / :\ \ TM � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� SUSPENDED CEILING SYSTEM 4 II 111.1 SA ® 1 __1 / —/ VENT HOISTWAY AS REQ'Dts - �.�♦ VERIFY LOCATION&SIZE W/ I BLOCKING ELEVATOR MFR LONG LEG DEFLECTION eik t32'-6"_ ' TRACK SET IN (1) LAYER OF TYPE'X'5/8"GYPSUM A n k r0 m 0 I Sa n TO PLATE '� _': �a Xii, $ ,":' s r irfit tv EXISTING (� BOARD ON EACH SIDE OF STUD t l.n,L i%.,"f yx ,A ia.xAILVI A. INSULATION CONTINUOUS ACOUSTIC ♦ -• I - \ SEALANT BEADS k► 8" METAL STUDS @ 24"OC 38 NW Davis • SUITE 300 \ �i SAFETY BEAM (SEE STOP STUDS SHORT OF R PORTLAND,OR 97209 STRUCTURAL) - TRACK-ALLOW FOR 0 T 503-245-7100 COORDINATE DEFLECTION a SOUND BATT INSULATION LOCATION W/ SEALANT EA SIDE ♦ 1505 5th AVE,SUITE 300 �' 104 o1�1 ELEVATOR MFR �� 'r SECURE TO HANDLE APPLIED 8"METAL STUDS @ 24"OC �� LOADS SEATTLE,WA 98101 p ; 5 W/ACOUSTICAL INSULATION j, SEALANT EA SIDE T 206-576-1600 • = 8"METAL STUDS @ �. ~ w f i lir- IR ©ANKROM MOISAN ARCHITECTS,INC. _ 24"OC W/ i, \ 5/8"TYPE'X'GYP BD 1-HR FIRE CONSTRUCTION to 0 ACOUSTICAL �\ SGA TC:145-49 WP 1072 iv O INSULATION&5/8" • � A HE TYPE'X'GYP BD EA V U SIDE DEFLECTION HEAD @ WALL TO STRUCTURE ELEV IDRATED WALL 1 -HR RATED-WALL TYPE C 3"=1'-O" DEFLECTION HEAD AT RATED WALL 1 1/2"=1'-O" WALL TYPE C _ +17-0 �� I 'V 2ND FLOOR ' a EXISTING S W /WALL 1-HR I• RATED WALL LINE ATOR CAB • NEW GLUE-LAM BEAM 0. • LONG LEG ELEVATOR DOOR (SEE STRUCTURAL) Z DEFLECTION TRACK SET IN (2) 1 JAMB BEYOND • EXISTING STAIR CONTINUOUS •• ACOUSTIC SEALANT i BEADS EXTRUDED ALUM • o . — SILL ASSEMBLY SS ��'��i ELEVATOR `� 0 STEEL ANGLE e7 = CO k-s 'I / ,� FINISH FLOOR ® w.T \. , EXISTING TOPPING V Q SLAB • / 5/8"TYPE'X'GYP BD Q 1 EXISTING W �'''��, CONC SLAB ` ` NEW GLU-LAM BEAM N - 11 � (SEE STRUCTURAL) J LU TO SLAB T ) W- STOP STUDS SHORT ♦ •I " -Lml } '. ux tSA OF TRACK-ALLOW FOR m IA o �� �\\ DEFLECTION 1 re N FLUID-APPLIED O , ' x... 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CODE IL / / STEEL ANGLE REVISION DATE REASON FOR ISSUE 3/4"X 2"SIDE RAIL-TYP - 1 I--- FINISH FLOOR 1 LL - 3/4"0 STEEL RUNGS PLUG o MIN U st 0 -I - EXISTING WELD TO SIDE RAILS @ 1'-0" CONCRETE SLAB D O OC MAX 7 1-- BENTONITE W > BOLTED 12"X3/8" (GALV) WATERSTOP ELEVATIONS CP w ( BOLTED TO RAILS W/ (2) 0 4 S/ "U ETOFLOOR & DETAILS o SECURE TO FLOOR W/1/2" ;:r LL 0 M BOLTS SET IN Q CONCRETE WALL 2 EXPANSION SHIELD j \ o FLUID-APPLIED I- WATERPROOFING \ F ; I f ELEVATOR PIT FLOOR e ELEVATION SIDE VIEW PERMIT SET ® ELEVATOR PIT LADDER 13 ELEVATOR SILL C, CONCRETE ® DATE PROJECT MANAGER 3/4"=1'-O" ELEV LADDER T-5 3"=1'_0" ELEV SILL AT CONCRETE 1101, NIP5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE T-5 AS NOTED J:\S-Z\Scholls Business Center\BIdg. - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:33:26 PM, DWG To PDF.pc3 • Prot � G1PR � • - - - - - � 6,720 � -RT OREGON . 99<p� a, Aga JUZ H TURto EXP: 6/30/18 GENERAL STRUCTURAL NOTES: SPECIAL INSPECTION PROGRAM IMP1/4. CODE REQUIREMENTS: CONCRETE ACCESSORIES: ESTABLISHED PER 2012 IBC AS AMENDED BYTHE 2014 OSSC SECTION 110&CHAPTER 17 CONFOEY SPECIALTY RM TO THE 2012 INTERNATIONAL BUILDING CODE, REFERENCED HEREAFTER AS IBC. AS AMENDED BY THE 2014 OREGON STRUCTURAL EQUIPMENT ED LD ANCHORS(H.S.A.)IN STRICT ACCORDANCEHWITH THEIR RECOMMENDATIONS.L BE LLY WELDED WITH THE MANUFACTURER'S STANDARD MN COMICS PEROCC COMMA IFS CONTSULTING 1>�G P>NEexs DESIGN CRITERIA: ENGINEER APPROVED EQUIVALENT)CONCRETE EXPANSION ANCHORS SHALL BE"SIMPSON GENERAL STRUCTURAL INSPECTIONS AS REQUREDBY SECTION 110 7650 SW BSuite 100 STRONG-BOLT'(ORTigard,Oregon 97223 DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD INSTALLED PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT. FOOTWGAND FOUNDATION RBNFORCEIvIHVT BY BUILDING OFFICIAL Phone:(503)443-3900 LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: SLAB REINFORCEMENT BY BUILDING OFFICIAL Fax:(503)443-3700 CONCRETE SCREW ANCHORS SHALL BE"SIMPSON TITEN-HD"(OR ENGINEER APPROVED EQUIVALENT) INSTALLED WOODFRAMNG BY BUILDING OFFICIAL FLOOR LIVE LOAD: 100 PSF(NEW STRUCTURAL MEMBERS) • PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT. ANAL INSPECTION BY BUILDING OFFICIAL ' FLAT-ROOF SNOW LOAD Pf: 25 PSF CONCRETE EPDXY/ADHESIVE ANCHORS SHALL BE INSTALLED WITH"SIMPSON SET-XP"(OR ENGINEER APPROVED STEEL EQUIVALENT) INSTALLED PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT,AND SHALL MEET THE INA07JRDAPICEVMTHOSSC 1705.2 AND QUALITY ASSURANCE INSFCTIONRB]UfI3vfMSOFAISC36o ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF(ASSUMED) FOLLOWING CRITERIA: MATERIAL VE37EICATION OF STRUCTURAL X AISC 360,SECTION M5.5 ANDAFFLCABLE EXISTING CONDITIONS: A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE STEEL ASTM STANDARDS TM THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE . :.! .. : • . . . .... CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. WELDING:STRUCTURAL STEEL • THE DRAWINGS PRIOR TO THE START OF THE WORK. B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-11 SECTION D.2.2,ADHESIVE MATERIAL VERIFICATION OF WAD ELLERX AISC360,SECTIONA3.5,AWS A5 DOCUMENTS ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. MATERIALS TEMPORARY CONDITIONS: SINGLE PASS FILES 55/16" X i ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING NON-SHRINK GROUT SHALL BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE,CEMENT,' i F AA.'.J��M[ dry. STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN WATER REDUCING AND PLASTICIZING AGENTS;CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH Ank o I s-CI - • DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. OF 2,200 PSI IN 48 HOURS AND 6,000 PSI IN 28 DAYS. GROUT SHALL BE MIXED AND APPLIED IN STRICT CONCRETE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 38 NW Davis SUBMITTALS: REIFORONGSIZE AND PLACEMENT X BC1910.4,Aa31&3.5,7.1-7.7 SUITE300 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND METALS: BOLTS TO BE WSTALLED PRIOR TO AND PORTLAND,OR 97209 CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: ALL MISCELLANEOUS STEEL:ASTM A36(Fy=36,000 PSI), OR AS NOTED ASTM A572(Fy=50 KSI). CURING CONCRETE FLACEMB'IT WHERE X BC 1908.5, 1909.1,AC 318:8.1.3,21.1.8 T 503-245-7100 WIDE FLANGE AND STRUCTURAL TEES:ASTM A992(Fy=50,000 PSI)OR,ENGINEER APPROVED EQUAL. ALLOWABLE LOADS HAVE BEEN INCREASEDOR CONCRETE MIX DESIGNS(PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF 30 TEST SQUARE AND RECTANGULAR HSS:ASTM A500, GRADE"B"(Fy=46,000 PSI). W-ERESTRENGTH DESIGN IS USED. 1505 5th AVE,SUITE 300 SPECIMENS PER MIX),CONCRETE STEEL REINFORCING, EMBEDDED STEEL ITEMS,STRUCTURAL STEEL, ALL BOLTS:ASTM A307 UNLESS NOTED OTHERWISE. INSPECTION OFANCHORS INSTALLED IN SEATTLE,WA 98101 GLUED-LAMINATED BEAMS, AND PREFABRICATED WOOD JOISTS AND TRUSSES. WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. X IBC 1909.1,Aa 318:3.8.6,8.1.3,21.1.8 CONCRETE T 206-576-1600 ALL STEEL TO HAVE SHOP COAT. HARDENED IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. VERIFY USEOF REQUIRED DESIGN MDC X IBC 1904.22, 1910.2-3,Aa 318:CH 4,5.2-5.4 ©ANKROM MOISAN ARCHITECTS,INC. CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE PREPARATION OFTESTSFECIMFN3 BC 1910.10 ASTM C 172,ASTM C 31 ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR (AT TINE CONCRETE IS SAMPLED PERFORM SLUMP X ACI 318:5.6,5,8 STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN ANDA CCNTB'JT TESTS AND DETERMINE TEP.) EARTHWORK: BUILDING CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS OD/ CRETE FLACBMBJTAND TECHNIQUES X IBC 1910.6-8,AGI 318:5.9,5.10 PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES,THOROUGHLY BRACE OR CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS MAINTENANCEOFSPECIFIED CURING X BC 1910.9,ACI 318:5.11-5.13 OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION. TAKE ALL SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. TEMPERATURES ANDTEO-IMQUFB NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF AND TO PROPERLY DRAIN THE AREAS UPON WHICH EPDXY OR ADHESIVE X CONTINUOUS WHERE DRAVMIGS CONCRETE IS TO BE POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ACCORDANCE WITH THE"SPECIFICATIONS FOR EXPANSION ORSCRBNANCHORPLACEMENT X CONTINUOUS WFEREINDICATED ON DRAVMIGS PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG-TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE THIS STRUCTURE. ENSURE THAT THE WATERING OPERATIONS WILL NOT ADVERSELY AFFECT FOUNDATIONS. TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE WORK IN A IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. DeINTIOts: PROPER WORKMANLIKE MANNER. REMOVE LOOSE OR DISTURBED SOIL FROM THE BOTTOMS OF EXCAVATION. A. ONf1N000S INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED STRUCTURAL FILL. CARPENTRY: TINES OBSERVING THE WORKREIURWG SPECIAL INSPWTION SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER B. PBIODICINSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,OVER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION INTERVALS N CESSARY TOCOITIRM THATTFEWVRK REQUIR G SPECIAL INSPECTION EXCAVATE AND BACKFILL WITH 3/4"MINUS CRUSHED ROCK COMPACTED TO MINIMUM OF 95%OF THE DRY GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED IS IN CONFORMANCE WITHAPPROVED PERMT PLANS AND SPECIFICATIONS. DENSITY AS MEASURED BY AASHTO T180. AT DISTURBED AREAS WITHIN 3'-0"OF BUILDING FOUNDATIONS TO A MAXIMUM OF 15%BEFORE INSTALLATION OF GYP.BOARD AND OF BRICK VENEER AND VERIFIED BY THE COMPACT TO MINIMUM 95%OF THE DRY DENSITY AS MEASURED BY AASHTO T180. GENERAL CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE CO TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. GRADES SHALL BE DF-#2 UNLESS NOTED OTHERWISE ON r CAST-IN-PLACE CONCRETE: THE PLANS. = CL MIX DESIGN:PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER r I� LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED ON THE WORK FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE v Q FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND z TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. DATA AS REQUIRED,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALLce BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE _j W ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN CONTACT WITH _ (- CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, FIRE RETARDANT LUMBER MUST BE HOT-DIPPED GALVANIZED. DO NOT INSTALL 0.148"x 1 1/2" NAILS IN HANGERS MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 UNLESS SPECIFICALLY NOTED ON THE PLANS&DETAILS. CO N SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5%-7% BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2, I c BE LIMITED TO A 15% MAXIMUM BY CEMENT WEIGHT. OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, = 0 EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN LU Z CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES, UNLESS LU Z 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. L w UJ FOOTINGS/WALLS/SLAB:fc=3,000 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=470 LBS) ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO LU D Q SUPPORTS,EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, U m cc ABSOLUTE WATER/CEMENT RATIO BY WEIGHT: TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED I U' WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL V) LU M CL fc=3000 PSI (0.54 NON-AIR ENTRAINED, 0.46 AIR ENTRAINED) CONFORM TO IBC TABLE 2304.9.1. V) = RI D LLJ Z N. IY SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS ALL MULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRAMING BELOW TO SOLIDz LU al 0 THAN ONCE A DAY,OR NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, OR NOT LESS THAN BEARING AT FOUNDATION OR CARRYING GIRDER. PROVIDE FULL BEARING WITHIN JOIST SPACE AS REQUIRED. - Q Z (- ONCE FOR EACH 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. (f) O j GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF TIMBER HOT AND COLD WEATHER REQUIREMENTS FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318. CONSTRUCTION,AITC A190.1 AND ASTM D 3737. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION m W J MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE m CY LU SLEEVES, OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE (n - 0 ' SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE,AND OF THE J z Q Q' NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN STRENGTH INDICATED BELOW: THREE DIAMETERS ON CENTER. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED O N Z z OTHERWISE. COMBINATION O Q DEPTH • SYMBOL SPECIES USE SLAB ON GRADE IS NOT DESIGNED AS A STRUCTURAL DIAPHRAGM. I t CC ALL 24F-V4 DF/DF (SIMPLE SPAN) U p d m CONCRETE REINFORCING STEEL: ALL • ..24F-V8 DF/DF (CONTINUOUS OR CANTILEVER) REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL TO BE HOT PREMANUFACTURED WOOD JOISTS AND OPEN WEB TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DIP GALVANIZED SHALL CONFORM TO ASTM 767. DRAWINGS,MANUFACTURED BY THE TRUS JOIST MACMILLAN COMPANY,OR AN ENGINEER APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION("DETAILS AND RECOMMENDATIONS. JOISTS AND TRUSSES SHALL BE DESIGNED FOR THE LOADS NOTED ON THE DRAWINGS. REVISION DATE REASON FOR ISSUE DETAILING CONCRETE REINFORCEMENT'). JOISTS,TRUSSES,AND BRIDGING SHALL BE CAPABLE OF RESISTING A 5 PSF MINIMUM NET WIND UPLIFT UNLESS OTHERWISE NOTED ON THE DRAWINGS. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: PROVIDED THE ALTERNATE IS COMPATIELE WITH THE LOAD CAPACITY,STIFFNESS, DIMENSIONAL,AND FIRE RATING REQUIREMENTS OF THE PROJECT,AND IS ICC APPROVED. NO. 6 AND SMALLER NO.7 AND LARGER FOR fc=3,000 PSI-LAP SPLICE LENGTH= 58 BAR DIAMETERS. 72 BAR DIAMETERS MECHANICAL: 6. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, 2 REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: PLUMBING, FIRE SPRINKLER, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS $ TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL Tr STRUCTURAL CONDITION: MINIMUM COVER: ASSOCIATION (SMACNA),OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS,SHALL BE E DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OF v CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. G E N E RC1 L NOTES 0 2 CONCRETE EXPOSED TO EARTH AND WEATHER: INSPECTION: en NO.6 THROUGH NO.18 BARS 2" SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE cLi > NO.5 BAR,W31 OR D31 WIRE AND SMALLER 1 1/2" PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING N LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM. it CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: o SLABS,WALLS,AND JOISTS: THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT NO.14 AND NO.18 BARS 1 1/2" COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY PERMIT SET o NO.11 BARS AND SMALLER 3/4" WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE LL ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF 'E RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT. t DATE PROJECT MANAGER 4.1 .17 JS E PROJECT NUMBER SHEET NUMBER ai 17076 a. SCALE SE- 1 . 0 ceU AS NOTED Ca VGlNg PROST4 PARTIAL V FOUNDATION PLAN KEYNOTES: 16,720 _ R 0 1. HSS 4x4x3/e GUIDE POST. 9 '2> 20, Ne9`' Z — 2. SUMP,COORDINATE LOCATION WITH ELEVATOR 9<A11 TW103/-G r L I SUPPLIER. L LJ EXP: 6/30/18 3. EXISTING TS COLUMN. 4. EXISTING FOOTING, FIELD VERIFY SIZE AND DEPTH. M I I 5. LINE OF APPROXIMATE EXTENT OF SLAB SAW T.M. RIPPEY CUT FOR NEW ELEVATOR PIT. CONSULTING ENGINEERS 7650 SW Beveland,Suite 100 Tigard,Oregon 97223 Phone:(503)443-3900 I— © Fax:(503)443-3700 I I 1 I 0 0 - o , s----- .,.,ia I SeeI A k: . © I o oilAit I Ankrom Moisan L 38 NW Davis SUITE 300 PORTLAND,OR 97209 T 503-245-7100 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 T 206-576-1600 CI 4 i I k-�i i-...--i�=ci I -n -__ _. . n _ I — ®ANKROM MOISAN ARCHITECTS,INC. CO © Q NORTH iel, 1 PARTIAL FOUNDATION PLAN 0 1. _ , SE-3.1 SCALE: 1/4= 1'-0" iilliMil to cc CC PARTIAL SECOND FLOOR FRAMING PLAN KEYNOTES: je _Z Q I 1. REMOVE/REPLACE EXISTING FLOOR _I N SHEATHING WITH 3/a"T&G PLYWOOD GLUED 0 IX w H AND NAILED WITH 8d @ 6"0/C AT SUPPORTED D __ __ a — m EDGES, 1'-0"0/C FIELD. PROVIDE NEW ---- CONCRETE TOPPING TO MATCH EXISTING. m N i Iz 2. REMOVE AND REPLACE EXISTING OPEN WEB Ce 0 11411r41.41 1 JOISTS WITH 14"TJI/230 @ 1-0"0/C WITH LLJ Z I SIMPSON'IUS/2.37/14'HANGERS. JJ 3. GL 5112x 15 WITH SIMPSON'HHUS5.50/10' z J 0 HANGER EACH END. U D 1 \ 4. GL 5 Y2 x27 WITH SIMPSON'HGU5.62-SDS' /vl HANGER AT 2'-6"DEEP GL AND SIMPSON Iii N cca. HGLT6'HANGER AT 1'-9"DEEP GL. If)z Z ^ CC ® (E)GL5Yax28Yz '44' Z pl o ED I x -LET] , n 5. EXISTING OPEN WEB JOISTS @ 1'4"O/C TO LU REMAIN. Q Z ~ W 0 L©f S© JN Z Z i 21_ Ce C IIwfl O (111 V1 o a m 0 REVISION DATE REASON FOR ISSUE n 0 Ia r di ID a © 0 Il 0 . PARTIAL FOUND. II0 AND FRAMING PLANS J Q. ts NORTH PERMIT SET s 121 PARTIAL SECOND FLOOR FRAMING PLAN 0 1I -,9 �E-3.1/ SCALE 1/4= 1-0" DATE PROJECT MANAGER 4.1 .17 JS PROJECT NUMBER SHEET NUMBER 17076 fr- iv SCALE SE-3. 1 cc AS NOTED PROgifr 4 S PARTIAL ROOF (-0 c 16,720 /� _ ) FRAMING PLAN KEYNOTES: -- ,..Ata T ' V r °'"'Y, OREGON 1. HSS 4x4x3A6 ELEVATOR GUIDE RAIL SUPPORT. 9 if 20, �9� r 2. W 8x10 SAFETY BEAM. 9<Ah TURBPJC> / rF x 3. HSS 4x4x3/e HEADER. EXP: 6/30/18 Ipi a,ti 40 w." ° I 1M h• Qt W I T.M. RIPPEY 0 5\S U C - U CONSULTING ENGINEERS cra j•�' O r I O r 7650 SW Bevelmd,Suite 100 a kr -Q v .Q Tigard,Oregon 97223 et) I :one:(503)443.3900 J 0 JI I 0 ax:(503)443-3700 0 S2 0 I 2 © W P 7 Li -- T yr r TQJw ��. 1 0 I Oil p 0 kO 7,4:7 TM ., 5 01; © E4. C—I x - I Moisan L J L�J j I 1 i Ankrom (7 J L——— 38 NW Davis I - SUITE 300 I PORTLAND,OR 97209 T 503-245-7100 j - - I - 1505 5th AVE,SUITE 300 I I SEATTLE,WA 98101 I I I T 206-576-1600 —IAL � L l ©ANKROM MOISAN ARCHITECTS, INC. © I r 1 I 0 O 0 NORTH 11 PARTIAL ROOF FRAMING PLAN D,2 i 1` 2 ■r� ejl, \ _E-3..y SCALE:1M= 1'-0" 03 r c IIIY V L 7 Q 0- CC J to LU � H m v) 1 W Z H p J LL CI LLI m g�1''7 V in Lii M 0- W Z n Ct w 431O zQ Z Q Dm J m ' LL 2p Z 6. ct —IN Z Z O ° CI (A ,- a m REVISION DATE REASON FOR ISSUE ri to V ca a PARTIAL ROOF rc FRAMING PLAN en rii 411O V 15 PERMIT SET P_ 3 DATE PROJECT MANAGER 4.1 .17 JS PROJECT NUMBER SHEET NUMBER 17076 0. SCALE SE-3.2 AS NOTED 4-0"+/- HSS GUIDE RAIL .�`� PR/ID� � GUIDE POST `�' yj� / 3 " �I I #4 @ 2'-0"0/C EACH WAY. �OINEE4 SEE ARCH DWGS. CONCRETE SLAB WITH PL.Y2 x4x0' 8"W/(2)Yz"O x2 /a I I DOWEL 4 Y2"MIN. INTO EXIST. 16 7zo it I L 6x4x5/16 x WIDTH OF ELEVATOR #4 AT 2'-0"ON CENTER EMBED.SCREW ANCHORS I Imo-- (E)TS COLUMN DOOR OPENING,WITH 3/8" EACH WAY, MATCH I CONC W/EPDXY ADHESIVE '� Q `" 1 II ,i DIAMETER x3"HEADED ANCHOR EXISTING SLAB THICKNESS NON-SHRINK GROUT I 3116 sGd OREGON 4) STUDS AT 2'-0"ON CENTER AND gq�z0 ♦ G2 Cr} �I I l �� 6"FROM ENDS. In\. e ° g 4I < . . :e 4 i �rare',/ <A TURN e to IIy/ EXP: 6/30/18 (-7 r ° ° d #5 ATV-2"ON CENTER °d W ° • ° EACH WAY,TYPICAL UNLESS ° NOTED OTHERWISE. VERT.BARS • °. ° .4 p e IM k • a e (E)5"CONC. SLAB /i / d. ° d.e i 4. HAVE HOOK INTO FOOTING p . .4 V W <� ELEVATOR PIT T.M. RIPPEY . e '. -v CONSULTING ENGINEERS (E)FTG, FEILD VERIFY a PER 3/SE 4.1 COORDINATE FINAL SIZE ° . SLOPE AS STEEP E- SIZE AND DEPTH. AND LOCATION OF SUMP ° AS POSSIBLE a d _ ' 7650 SW Beveland,Suite 100 ° •d ' PIT WITH ELEVATOR SUPPLIER. ' a w °,• . a p'�.Oregon 443-3900 23 PROVIDE TEMP.SHORING • ° 9d SUPPLIER TO PROVIDE PIT F' AS REQ'D 4 COVER MEETING REQUIREMENTS 1'-6" e Z Fax (503)443-3700 OF APPLICABLE ELEVATOR CODE. / e. a ° 4" `4" i / / 4 a leS • t ° \ J a ° a Y CONTINUOUSJra. ° . ° aJ 1 Irliallia' Q e. d ° 4 WATER STOP. '. ' ° .: ' Ge ., ° 44 e a MT TM eS, 4A a ° .a 8' K #5 Q D-2"O/C ``h F #5 Q 1'-2"O/C #5©1'-2"O/C d / Jr it) EACH WAY EACH WAY a . . e U U EACH WAY ♦• ^ \ ° • e Ankrom MoisaI. i 1 ° 'd° , e. 4 a _sr 38 NW Davis SUITE 300 I- 6. / PORTLAND,OR 97209 j T 503-245-7100 (3)#5 x U EACH WAY 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 1 FOUNDATION SECTION 2 SUMP PIT SECTION 3 ELEVATOR PIT SECTION T 206-576-1600 SE-4.1 17076-01 SCALE:3/4"=1'-0" SE-4.1 17076-02 SCALE:3/4"=1'-0" SE-4.1 17076-03 SCALE:3/4"= 1'-0" 0 ANKROM MOISAN ARCHITECTS,INC. i 3/16 / 12" 1Z" --/-/- 00 - PL.Yax5x0'-10"W/ (2)%"O THRU BOLTS PL.Y2 x4x0'-8"W/(2)Wei xa•EMBED.LAG @6"O/c CONN. AT PURLIN 1 Yz'LIGHT WEIGHT FLOOR SHTG HSS 4xax3/6 RAIL CONC.TO MATCH PER PLAN GUIDE POST PER m EXISTING PLAN HSS 4x4x3/6 TO SPAN , W 8x10 HOIST rm BETWEEN PURLINS 3/16 SAFETY BEAM T/FLOOR 4 !p'_:_' , TYP. T/ROOF I t r� oZf cp r 3/16 , . ,a sea - —, i_ a =1_� •r 77-7---••a �i <.J �>r \ :I—imp leli`+ �' z a © i (E)GL63/a x19Yz 0 N W vim, .�.' — 1 7ra. NI J IJ.I a ~ ft co ) RAIL III — - 11 1 ` CO tn • FLOORJOISTS a (E)4x PURLIN J I,'' \' i � 0 PER PLAN (2)L 4x4xYa x0'4"W/ I II HSS 4x4x3/6 RAIL 1. (2)L 2Yzx2YzxY4x0'6', W 8x10 HOIST LU Z GUIDE POST PER \ 3/a O A307 THRU BOLTS 2 (1)EACH SIDE SAFETY BEAM F- Q PLAN w., AT HSS Ce U ELEVATOR RAIL (3)SIDES, BRACKET AND 3/16 TYP. W m < ATTACHMENT PER SUPPLIER 346 3/16 (3)SIDES U I 0 � (2)L 3Yzx3YzxYpcO'-6". in COORD.ELEV.BRACKET W/ ' 011 O O SECTION (1)EACH SIDE W/(4)%"O N =THRU BOLTS Z W NI Q' Lu m gb OF RAIL (4)HSS 4x4 RAIL GUARD W Z SUPPLIER I I POST PER PLAN — z IP Q0 4 FLOOR SECTION AT ELEVATOR 5 ROOF SECTION AT ELEVATOR 00 °a c w SE4.1 17076-04 SCALE: 1 1'-0" SE-4.1 17076-05 SCALE: 1"= 1'-0" J O ' z d I O Ng Z = In o 0 o a m REVISION DATE REASON FOR ISSUE d m a, N .13 o crr FRAMING DETAILS a as _, O13 PERMIT SET LL 9 DATE PROJECT MANAGER 4.1 .17 JS le PROJECT NUMBER SHEET NUMBER 17076 SCALE ' SE-4. 1 ce AS NOTED