Loading...
Plans , t- ----7 01,, ~�,,f /, • i M OJ RECEIVED .•rt • - SEP 8 2014 .- ' �`` 15 `•` • p n • CITY OFTIGARD r� - .:7-6 - - BUILDING DIVISION C ��- I• Z N H K p• �E q._E '8A O L8ai,.s m&i.,_, , F L A N n_ z bO E.°KE C - - Q▪ O G.ia 2LLLLg2 `/ t.Q Uhl °rsmV a �cmg• SET N 0 z H. o „ ii__ ... U • F O 1 z0 1 S 4 S 4- . CITY OF TIGA1W REVIEWED FOR CODE COMPLIANCE APPS ( Z W OTC: j • "' ° Q m Z I- Permit P (4—�21 d Z 0 K. tn Address: y�4 N t L_q[ � n v >- 2022 SIERRA I I GOMP GT Y�l/ 3'—&' MEGH. RM Suite • r i iv Z I By: Date: __C6((_- S 6 0 OFFICE COPY • ai ry 0. 0 i � w SUMMERLAKE PARK RESTROOM O X 11-1 IL oc• zW _ ‘b � � a to - T I G �D OR OREGON Q z 8PLAN SET4#64, 0 DATE: 0 4 12/18/2013 l REV REVISIONS BATE BY ft 1 03/04/14 RYi om , ly DRAWN-DV' OQ RW CSHEET NO. &o r 1 _st. . RomTEc 18240 NORTH BANK ROAD - ROSEBURG, OR 97470 x;.49' .-.'Y (541)-496-3541 FAX (541)-496-0803 ,e;,,, 11'4. NOTE: CUSTOMER: CITY OF TI6ARD O THESE PLANS F OMTEG INC.ANY USE SOF THESE PLANS � TM i 3: , AND/OR THIS DESIGN FOR ANY OTHER PURPOSE <ON J LOCATION: 13125 S.W. HALL BLVD. THAN THE CONSTRUCTION OF A BUILDING SUPPLIED 1 LOCATION: TIGARD, OREGON 91223 BY ROMTEC, INC. IS PROHIBITED. ;`"" �• - GENERAL NOTES: --- ` 1. THIS PROJECT SHALL COMPLY WITH ALL CODES AND STANDARDS IDENTIFIED ON SHEET 62. ALL WORK SHALL MEET SYMBOL LEGEND ` � ' J �1_u OR EXCEED INDUSTRY STANDARDS FOR MATERIALS,WORKMANSHIP,ETC. SHEET SCHEDULE ' 2. CONTRACTOR SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE PROCEEDING WITH ANY WORK. ANY SHEET GONTENTS ` K d f < DISCREPANCIES FOUND WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC. LIZ o g CONTRACTOR SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE N CONFLICT WITH OTHER WORK,OR 15 NOT © GO COVER SHEET i 0-APPROVED BY CODE,UNTIL RESOLVED BY ROMTEG OR THE ENGINEER/ARCHITECT. 3. CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S COMP.INSURANCE AS PER.SPECIFIC REVISION NUMBER SEE 61 GENERAL NOTES, SHEET SCHEDULE IL / ob p, 0.a STATE MINIMUM REQUIREMENTS. TITLEBLOGK FOR DATE 0 .F. 8 I REVISED AREA G2 DESIGN CRITERIA d GORE SUMMARY D! 16 w 4. FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED NATIVE SOIL OR ENGINEER APPROVED FILL.CONTRACTOR TO A1.1 UTILITY LOCATION FLAN Q p c•8? . m'-r VERIFY ASSUMED SOIL BEARING CAPACITY NOTED. SHOULD SOIL NOT MEET OR EXCEED THE ASSUMED SOIL BEARING Q z t_E O a A CAP CITY,CONTRACTOR TO MODIFY SOIL CONDITIONS TO SATISFY CRITERIA OR NOTIFY THE STRUCTURAL ENGINEER TO A2.1 FLOOR PLAN Q p W LL LL s REVISE DESIGN PER CONDITIONS ENCOUNTERED. BAGKFILL AROUND BUILDING TO PROVIDE SLOPE AWAY FROM BUILDING I 14r`a 8 to NOT LESS THAN A 5%SLOPE FOR A MINIMUM DISTANCE OF 10'FROM THE BUILDING,PER 2009 IBC 1804.3. I I A2.2 ADA CLEARANCES 1n ro P.m`4 U 5. CAST-IN-PLACE CONCRETE: 3000 P51 MINIMUM COMPRESSIVE STRENGTH AT 25 DAYS 4"+/-1"SLUMP,WITH MAX 3/4" lO A2.3 INTERIOR ELEVATIONS u� D! AGGREGATE,AND TESTED IN ACCORDANCE TO MEET AO 313. FINE BROOM FINISH INTERIOR SURFACES AND EXTERIOR DOOR NUMBER-SEE V W a W APPLICABLE SCHEDULE ,R I. 2 m {`�, SLABS. JOINTS REQUIRED IN FLAT WORK,SEE SHEET A5.1 FOR REQUIREMENTS. A3.1 EXTERIOR ELEVATIONS Ll z o CMU BLOCKS ARE MANUFACTURED TO ASTMC90-02 STANDARDS WITH A MIN COMPRESSIVE STRENGTH Fm =1500 PSI. K..........0 I I a r `2 N WITH ALL CMU BLOCKS MUST BE FULLY GROUTED AND NOT BE WETTED. A3.2 EXTERIOR ELEVATIONS c9 MASONRY(CONCRETE)GROUT: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 9"+/-1"SLUMP, MAX 1/2" ILI IY 71 AGGREGATE,AND TESTED IN ACCORDANCE TO MEET AGI 31&.FINE OR COURSE GROUT MAY BE USED IN ACCORDANCE A3.3 EXTERIOR SIDING DETAILS v K .� !,� WITH 2009 IBC. VENT NUMBER OR �U WINDOW NUMBER-SEE A3.4 EXTERIOR SIDING DETAILS m a x ,� J 6. ANCHOR AND MACHINE BOLTS SHALL BE ASTM A307. SCREWS AND MACHINE BOLT CALLOUTS ARE MINIMUM SIZE 2 APPLICABLE SCHEDULE (✓, ALLOWED,ACTUAL SIZE MAY VARY.TS STEEL BEAMS SHALL BE ASTM A500 GRADE B,Fy=46 ksl.WIDE FLANGE BEAMS A4.1 BUILDING SECTIONS 0 j - SHALL BE ASTM A992,Fy=50 ksi. STEEL PLATES 4 SHAPES SHALL BE ASTM A36,Fy=36 ksl. CONCRETE REINFORCING �.% A4.2 BUILDING SECTIONS STEEL(REBAR): 60 ksl.(GRADE 60). WOOD FRAMING SHALL BE•2 4 BTR DOUGLAS FIR,UNO. Q t GLU-LAM BEAMS SHALL BE GRADE 24F-V4. DETAIL NO AIN INTERIOR ELEVATION A5.1 FOUNDATION PLAN I Z p �"I. QUESTIONS CONCERNING MATERIALS OR CONSTRUCTION CONTACT ROMTEG TECHNICAL ASSISTANCE AT:541-496-3541 SHEET NO \ REFERENCE IV Z 1X ‘7.7 A5.2 FOUNDATION DETAILS z 4 I , 8. ROMTEC SCOPE SUPPLY AND DESIGN SUBMITTAL(SSDS)IDENTIFY SPECIFIC MODEL,MANUFACTURER 4 BRAND OF ALL A5.3 FOUNDATION DETAILS a_ w ,-, PLUMBING AND ELECTRICAL FIXTURES AND ACCESSORIES.REFER TO THE SSDS FOR SPECIFIC LIST OF ITEMS SUPPLIED a 111 / O BY ROMTEG,ANY ITEMS NOT LISTED IN THE SSDS 15 ASSUMED SUPPLIED BY THE INSTALLER. I A5.4 WALL CONNECTION DETAILS D w zo IY 9. THE OWNER/CONTRACTOR MAY EXERCISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONED DETAIL REFERENCE A6.1 DOOR SCHEDULE $ DETAILS Q 1- m ACCESSORIES AND FIXTURES(E.G.,LIGHTS,COMFORT HEATERS,ETC.) 0 Ul I W W A9.3.00 A6.4 VENT SCHEDULE 4 DETAILS Z Ly v U j ABBREVIATIONS A7.1 WOOD FILLER WALL DETAILS +l Q I F Q A = A8.1 ROOF PLAN m r > V Z Z v AB ANCHOR BOLT L STRUCTURAL STEEL ANGLE SD SOAP DISPENSER _ _ _ __ AS.2 ROOF FRAMING PLAN = k) 0 O Q kfl AFF ABOVE FINISHED FLOOR LAV LAVATORY SIP STRUCTURAL INSULATED PANEL BUILDING SECTION - (L V I- ATS AUTOMATIC TRANSFER SWITCH LF LIGHT FIXTURE SJ SAW JOINT A8.3 ROOF PANEL CONNECTION DETAILS _ 111 BOT BOTTOM MBP MAIN BREAKER PANEL SM SHEET METAL p IL IL z W W W BP BREAKER PANEL MD MAIN DISCONNECT 54S SURFACED FOUR SIDES A8.4 ROOFING DETAILS > s v rt in W CJ CONTROL JOINT MIN MINIMUM SS STAINLESS STEEL m to J 0 0 a) Fl PLUMBING PLAN CO CLEAN OUT MIR MIRROR SST STRUCTURAL STEEL TUBE W h CMU CONCRETE MASONRY UNIT MO MASONRY OPENING TBD TO BE DETERMINED A. F2 PLUMBING RISER DIAGRAM m f o W Q F' db NOMINAL BAR DIAMETER MR METAL ROOFING T&B TOP 4 BOTTOM A8.3.00 N u_ w ENLARGED DETAIL El ELECTRICAL SCHED $ RISER = 0' DD DIAPER DECK MS MILD SIttL TLT TOILET a REFERENCE z w DIA DIAMETER ND NAPKIN DISPOSAL TP TOILET PAPER DISPENSER �2 ELECTRICAL PLAN i o .^ 0 W Wig DISC DISCONNECT NTS NOT TO SCALE TS TIMER SWITCH q J J K V I g--- _ - EM ELECTRIC METER OC ON CENTER TSCD TOILET SEAT COVER DISPENSER ( B 1-B 10 BLOCK PLAN 4 p a N EW EACH WAY OCEW ON CENTER EACH WAY TYP TYPICAL PLAN SET# FD FLOOR DRAIN OSB ORIENTED STRAND BOARD UNO UNLESS NOTED OTHERWISE I I z z 18464 - FF FINISHED FLOOR P PHOTO EYE VB VAPOR BARRIER 1` ' v(� DATE: FG FINISHED GRADE PCC PORTLAND CEMENT COMPANY VTR VENT THROUGH ROOF It l d 12/18/2015 REVISIONS FRP FIBERGLASS REINFORCED PANEL PL PLATE WH WATER HEATER REVISIONS GB GRAB BAR PSF POUNDS PER SQUARE FOOT WWM WOVEN WIRE MESH HEV. DATE B,' RECYCLE m En 2 03/18/14 KM GLB GLUE LAMINATED BEAM PSI POUNDS PER SQUARE INC-44 WI WITH 1 03/04/14 RW HB HOSE BISB PT PRESSURE TREATED �/ HD HAND DRYER PTO PAPER TOWEL DISPENSER Ory F HM HOLLOW METAL(DOOR) PV PHOTO VOLTAIC RECYCLE ALL USED SH IPPING 0 p DRAWN BY:.R/A1 j HTR HEATER R4S ROUGH FOUR SIDES MATERIALS AND LEFT OVER X3/04/2014 RW ALL SHEETS SHEET NO. HYP HYPOTENUSE REOD REQUIRED BUILDING MATERIALS I.S. INSTALLER SUPPLIED RO ROUGH OPENING REV. DATE BY DESCRIPTION ( 0 1 ` KSI KIPS PER SQUARE INCH SCH SCHEDULE CODES AND STANDARDS r - 2010 OREGON STRUCTURAL SPECIALTY CODE,BASED ON 2009 INTERNATIONAL BUILDING COPE �!•��4 , 2010 OREGON FIRE CODE A �' ". SPECIAL INSPECTIONS,CONTD �C nC "� 2011 OREGON ELECTRICAL SPECIALTY CODE,BASED ON 2011 NATIONAL ELECTRIC CODE f G 2010 OREGON MECHANICAL SPECIALTY CODE,BASED ON 2009 INTERNATIONAL MECHANICAL MASONRY CONSTRUCTION:LEVEL 1 (PER TABLE 1704.5.1 IN 2009 IBC) `�� 0,"_ N y CODE 4 2009 IFGG - 2011 OREGON PLUMBING SPECIALTY CODE,BASED ON 2006 UNIFORM PLUMBING CODE +.��.fig"`�1i 2010 OREGON STRUCTURAL SPECIALTY CODE,BASED ON 2009 INTERNATIONAL ENERGY INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE CRITERIA INSPECTION LOCATION p/-• .-F CONSERVATION CODE `"= ,.�;.....--- CONTINUOUS PERIODIC IBC SECTION ACI 530/ASCE ACI 530.1/ASCE INHOUSE FIELD - - S/TMS 402 6/TMS 602 0-" ACI AMERICAN CONCRETE INSTITUTE,ACI 318,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AC1 AMERICAN CONCRETE INSTITUTE,ACI 530,"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" PROPORTION OF SITE PREPARED MORTAR X ART.2.6A X ` AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ` I Z ca LOCATION OF REINFORCEMENT AND CONNECTORS X ART.3.4/3.6A X I S o 'STEEL CONSTRUCTION MANUAL,13TH EDITION" m' IL io- SIZE AND LOCATION OF STRUCTURAL ELEMENTS - X - - ART.3.30 - X O 000 ' F 6.. Ix_ $o CODE SUMMARY: O „L., 2 ..m SEC.1.2.2(e) U 4)E d o e TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING DETAILS OF ANCHORAGE _ C S 1 z i X SEC.2.1.4 - - X O 8._-- m Y OCCUPANCY TYPE: U OF MASONRY TO STRUCTURAL MEMBERS,FRAMES OR OTHER CONSTRUCTION. SEC.3.1.6 : Z bOd O x CONSTRUCTION: VB Q O L a.g LL AREA: 203 SO FT Q N 8" r l SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT - X - SEC.1.3 ART.2.4,3.4 - X Q to 7;21 u c of v AREA ALLOWABLE: 5,500 SO FT '5122. C HEIGHT: 1 STORY W Q V .. i w HEIGHT ALLOWABLE: 1 STORY PROTECTION OF MASONRY DURING COLD WEATHER(TEMPERATURE BELOW 40"F) X SEC.2104.3 - ART.1.BC,1.80 - X 0 w A OCCUPANT LOAD:4 OR HOT WEATHER (TEMPERATURE ABOVE 90?F) SEC.2104,4 Q 0 0_ = VI HI GROUT SPACE IS CLEAN - X - - ART.3.2D - X IL = O DESIGN LOADS V K .V ROOF:SNOW LOAD 25 PSF PLACEMENT OF REINFORCEMENT,CONNECTORS AND ANCHORAGES - X - SEC.1.3 ART.3.4 - X IQ IRS. ° ROOF :DEAD LOAD 10 PSF I WALL DEAD LOAD 81 PSF 0 IBC SEISMIC DESIGN CATEGORY D z PROPORTIONS OF SITE-PREPARED GROUT - X - - ART.2.6B - X DESIGN WIND SPEED '15 MPH, EXPOSURE G Q Fes- O ALLOWABLE SOIL BEARING 1500 PSF I K 0 CONSTRUCTION OF MORTAR JOINTS X - - ART.3.38 - X to y z SEISMIC DESIGN DATA: WIND DESIGN: GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE O W g W= AND CONSTRUCTION DOCUMENT PROVISIONS X - - - ART.3.5 - X W I O OCCUPANCY CATEGORY: II IMPORTANCE FACTOR: 1.0 Q udl zc, (e >- WIND SPEED= 95 MPH COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART.1.5 X ZQ In IMPORTANCE FACTOR: 1.0 DOCUMENTS AND THE APPROVED SUBMITTALS SS: 0.929 EXPOSURE C z 0 1- W V I IL S1: 0.337 INTERNAL PRESSURE COEFE= ±0.18 0_ q I" i [L- � z WW Y � STEEL CONSTRUCTION (PER TABLE 1704.3 IN 2009 IBC) w 0 X O 0 SITE CLASS: D = 'IZ� SDS: 0.699 VERIFICATION AND INSPECTION FREQUENCY OF INSPECTION REFERENCE CRITERIA INSPECTION LOCATION W Z J W _v SD1: 0.388 > S w W Z w SEISMIC DESIGN CATEGORY: D CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE INHOUSE FIELD N m j- O c W ) ry �/ Vd ry 11J Q In in O V UL Ili R=5 IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED lfl ry F BASE SHEAR: V= 0.14LW IN THE APPROVED CONSTRUCTION DOCUMENTS X AISC 360 SECTION A3.3 X 0 U .� Z � g W � w & 0 H - MANUFACTURER'S CERTIFIED MILL TEST REPORTS - X - - X - a N PLAN SET# BEARING WALL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALL ■MATERIAL VERIFICATION OF WELD FILLER MATERIALS: IDENTIFICATION MARKINGS TO V O 18464 CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - AISC 360 SECTION A3.5 - X - Z DATE: • D ANALYSIS METHOD: EQUIVALENT STATIC FORCE METHOD v z 12/18/2013 COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X - AWS 01.1 1704.3.1 X - REVISIONS SPECIAL INSPECTIONS - - REV. o� BY . 1 � 03/04/14 Rri SINGLE-PASS FILLET WELDS<5/16" - X AWS D1.1 1704.3.1 X - In K 2 03/13/14 RA CONCRETE SPECIAL INSPECTION NOT REQUIRED PER IBC 1704.4 O K 1 , EXCEPTION 2.3 FOOTINGS INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED _ DRAWN BY:- EXCEPTION 3 [SLAB] CONSTRUCTION DOCUMENTS: X 1704.3.2 X ©Q RW SHEET NO. 62 OWNER/INSTALLER: • 1 NOTE: r ,• , ROMTEG IS NOT RESPONSIBLE FOR AND DOES NOT PROVIDE A SITE PLAN. ADD THE ARGHITEGT/ENGINEER 15 NOT RESPONSIBLE FOR ANY SITE DESIGN OR FOLLOWING INFORMATION TO YOUR SITE ELAN OR AS REQUIRED BY LOCAL BUILDING ENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANY P OFFICAL: ISSUES RELATED TO THIS SITE. IT 15 THE OWNER'S RESPONSIBILITY TO 'Q�'1. LOCATE PROPERTY LINES d ADD PROPERTY DESCRIPTION ACCURATELY LOCATE THIS BUILDING, SET FLOOR AND ADJACENT ;pr. r 2. LOCATE ALL UTILITY TIE-INS (ELECT, PLUMB, ETC) ELEVATIONS, DETERMINE SITE 15 SUITABLE FOR CONSTRUCTION, VERIFY ALL ` I 3. SHOW TRUE NORTH ARROW UTILITIES, ETG. 4. LOCATE ANY EASEMENTS Y^15�A �' 5. LOCATE ACCESS TO PROPERTY OWNER/ GONTRAGTOR: 8' :�_�. .1sr" 6. LOCATE EXISTING WALKS PLEASE REVIEW AND CONFIRM THE SPEGIFIED FROST DEPTH ON SHT A5.2 ' &� I. LOCATE PERMANENT LANDMARKS (ROADS, STREAMS, RIVERS, ETG) S. SHOW DISTANCES TO LANDMARKS AND/OR PROPERTY LINES NOTE: E-`_° 6 9. LOCATE AND IDENTIFY OTHER STRUCTURES ON PROPERTY ROMTEG BUILDINGS ARE DESIGNED TO HAVE 40-60 P5I WATER PRESSURE FOR THE .-.< 10. VERIFY MINIMUM SOIL BEARING PRESSURE OF 1500 5F PLUMBING FIXTURES. IF THE SITE HAS A P5I OTHER THAN THIS, IT IS THE OWNERS V v r 11. VERIFY SOIL CONDITIONS ARE SUITABLE FOR PROPOSED CONSTRUCTION RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER OR BOOSTER PUMP . ? s o NECESSARY. '��-' x LL c o � �a w cs � Qo ILz L a° x c \ W °„°g UNDERGROUND ELECTRICAL U SERVICE, TIE INTO EXISTING, -.2112,i• VERIFY REQUIREMENTS w 77 1 ►—`'J TO SEPTIC OR SANITARY SEWER SYSTEM AS REQD O z G d y BY OWNER d�--mod W o O OWNER TO PROVIDE w w L z «UJ11 ACCESSIBLE BACKFLOW / in F.E °' " BACKWATER CHECK VALVE EM 0 o AS REQD k�����������\���e����������x ��\ ,_ =G.O.• 4" SEWER ' G.O. 0 ••• SS SS ss sS s BP�'. • z O 114 FD ; � I0 z w IIopn� w \ w (Y WATER SERVICE �� V a . z I- m INTO BUILDING c %/ %// /A Z x u O OWNER CONTRACTOR �' w < v 4 (i) CP w [ v TO PROVIDE VALVE BOX p BACKFLOW PREVENTION = v S 0 O $ SYSTEM DRAIN VALVE ®FD % FD e ' Q z W W r AS REQD I1 Vo Di -21 TOTAL: 97 ■SFU ww, Q (-(1 Q/ PIPE SIZING: 2009 NSPG i O Lu X J II. 11 I&\ NI I�\\ i z W ' 0_ W Js 4 8 a ,(--N ~ In PLAN SET# zz 18464 z Q DATE. ° d 12/15/2013 REVISIONS O REV. DATE: nY It 1 03/04/14 RA m to O v ©� DRAWN BY:�� 0 UTILITY LOGATIO1� PLAN SHEET NO. SCALE: 1/8" = 1'-O" PLAN NORTH Al . 1 d 42" il / c 36' / � • A 2T CD BLEAR 6 o, .71 . 0 A i 3 X71 b .0. ts:::) fl ( I _,.• I ° � rn ��������������������������������j A 40" MAX b _ / �_y- 0 -- 7 ` x ( II 'ICI O v I C I — —\y . 1 J Is I 0 ® ; I' ni Q ICI -n O _ I / 33' k� g x O I.,. X _ _ _ I - n 0 �PN -n 0 0 , c X I��������������� ����i;l ® ni 0i i O rn g I Ti) (% 11.1 o z r • r ill - -=I0- -1 "' 40" MAX ni X `I � O � � ;I� I w o lkl 1z _ I_ ,./ 4.. ` 1LJ I Ttn 0 ,� x r ni O GN i ..:41_,;, -1). r O I I 27" MIN ni ni 3 q" MIN. d � r ism i ni arnr; -. 3 29" MIN. 3 ? 34" MAX./ • I m . �!y . GJ rn �`,�. ©2013 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. "r ± �` ` Q o PROJECT.2022 SIERRA II COMPACT W/3'6" MEGH ROOM 1� 'v (s u_. i ' Precision Structural Engineering, Inc. 1 C Z --� f„ InfoQ,UUCtuet.com • • SUMMERLAKE PARK RESTROOM Klamath Falb,Oregon b 7,, /�{ Q TIGf4RD OREGONRhone:iuo �(541) 'SN' ;Z9. to ] O T ' ROMTEC214-I5 www.infoesbuctret.00m .e••}, A A z Q �, SHEET TITLE: y CO ta2aa NORTH BANK Row �J� �'3' ku. ADA GLEARANGES RC�MTEC (satyas �U FOR a97470 aoeo,A i , q�..". %.‘ ,. , --8,eciirr7,-;-,--,pr SMOOTH WASHABLE SURFACE REQUIRED PER LOCAL /TM L Y0 CODE UP TO A MIN 4S" t:'-',144.7 ABOVE FINISHED FLOOR BEHIND ALL PLUMBING FIXTURES AND ADJAGENT WALLS (AS TO LOCAL CODE . REQUIREMENTS). • RESTROOM WALL FINISH: EPDXY PAINT (BY OTHERS) Y 75 t SLAB TO CEILING OVER BLOCK FILLER (BY OTHERS) - SLAB TO CEILING. ALL OTHER INTERIOR WALL FINISH: EPDXY PAINT (BY JDPlAT1ON DATE: //J�, OTHERS) SLAB TO CEILING. ` I V z r• CA 0 .14 6" FILLER WALL u.. 1 ab m ,.„, WIRE WEAVE MESH VENT, TYP (4) V 0 c 2 w F_c LL SEE SHEET A-1.1 FOR DETAILS 0 2 o m- REFER TO SHEET A6.4 ,`` N E m 'inn DETAILS ».. LIGHT 0 aom o "e x z o .q . .€0:11 lillillita■ , ,...-‘- ?h=2 z Na / [ ti O � / GB18 mIa o / o TSGD 12” 6" HD HD p 1=� z �O `� GB42 \ _ GBcB33 = ' 1A= O I \ ADT � S) I � v z Ln z X i d = \ v � • W SOUTH WEST \ NORTH II EAST 0 1. can F- 18" • o W gIL v LAV GUARD 0._ pi d V 0 ADA INSULATION Li � O < O 0 0 W fi W kil 0 INTERIOR ELEVATION '� sW v _1 � En o - Q'• W w Q Di ~ N PLAN SET# Z o 18464 Q DATE. O Q 12/18/2013 Ll REVISIONS O REV. DATE: OV i 1 03/04/14 RYt n) [Q 2 08/14/14 GR O � H ii 111 Dw.wH ev: O 2 RW SHEET NO. A2.3 c r _ 1 WIRE WEAVE MESH VENT ,.+ �� I• TYP (4) REFER TO SHEET 3" VTR, TYP. (2) _� ��► ilti. _ A6.4 FOR DETAILS -- \- ai`�' ` ,1!� dJ / 2x6 GABLE FASCIA .. �.... 12 to `\, ' C,: ON I in -15.4 9 y \,,. ....,:;; 15, N' t. iN . GLULAM BEAMS WALL MOUNT LIGHT, TYP Q r -- -,TIE] "? A3.3 I I = z / a IImo�-- / ! UNISEX ISA WITH BRAILLE SIGN v U I I O PER ADA 4 LOCAL CODES E m I 0 O 4O I SIDING OVER 8" x 16" SMOOTH FACE 0 cL m l o i,- MORTAR JOINT GMU CONCRETE BLOCK = I I I � I � o .=88�il m�s I Ali I \Ul I WALLRUNNING BOND PATTERN, REBAR i z a z o°.4 REINFORCED q 0 W-LL LL s r , / I `C �n 77:s.P V . x 1m_ FG GONG WALK 1::..;. ' ...;....�... :. '. FG IL .61'..0 W .1vi%i""% 16'-0" C Q m H ,1` / QQQz WALL TO BE REINFORCED W r 1x4 PT FURRING STRIPS VERTICAL WITH #4 REBAR 8" O.G., VERTICAL B HORIZONTAL U 0 @ 16"oc HORZ. TOP AND BOTTOM 1111•11'■�'e- ®� 0 FASTENERS 1/4" x 3" SPLIT ® ® ® I SOUTH ELEVATION o ILL ill CI-)~ a. w ANCHOR BOLTS @ 16"oc MAX. 0 ® � / z ® SCALE: 1/4" = 1'-0" Q T 1 in 0 III 1111 Er _ ®• _. z � l®'' ®r STANDING SEAM METAL ROOFING r3" VTR, TYP. (2) i LI Q SMOOTH FACE Ell 1 w 1 0 11 REINFORCED CMU WALL 1O 1® / q ® NOTES: z x 2 8., "N ® 1. TRIM BOARD AND BATTEN EXTENSIONS 49 BOARDS MUST BE 3'-0" OR LONGER 1_ L AND MITERED 30° - 45° @ JOINTS. uI 2. FASTENERS (EXCEPT FOR SPLIT ANCHORS) ARE = v s 4( 0 C 0 WALL DETAIL FURNISHED BY CONTRACTOR. a SCALE: 1/4" = 1'-0" 3. FINISH IS BY CONTRACTOR. VERIFY ALL WITH OWNER. - q z U1 11l W ELECTRICAL METER j S u �[ V. Fx- ; 1x4 PT FURRING - ATTACH WITH 1/4" x 3" SPLIT �� (BY OTHERS) N (-N �1 W ANCHOR BOLTS @ 24"oc ~_. w } N 1/16" 056 SHEATHING - ATTACH WITH 1 1/4" STAPLES - PERIMETER @ 8"oc, BODY INTO FURRING @ 16"0c i O Wu- w HARDIE LAP FLANKS 1" REVEAL - ATTACH WITH 1 3/4" t; ROOFING NAILS @ 16"0c INTO FURRING -6 m W _ HARDIE TRIM PIECES - ATTACH WITH 2" FINISH NAILS n a ~ N @ 8"oc, COUNTERSINK 4 FINISH O 18464 PLAN SET# zz FG GONG WALK I. _.} ..',.4 ::4, .1 GONG WALK Q DATE: • ‘� , i`i w d 12/15/2013 ��� 1�,_8„ REVISIONS 0 REV. DATE: BY Ce 1 03/04/14 RYQ EAST 1}}�� \y/ (11 „I- SHEET 2 03/18/14 RY1 EAST ALE • TION ° V/ DRAWN BY OQ RPM SCALE: 1/4" = 1'-O" SHEET NO. A3. 1 • -��7 i TA. i cfri . ;6,‘ • OK, � a v ° d : HARDIE PLANK LAP SIDING ' v d. ° E lie ' TOP SHEET d °d' • 7/16" O5B SHEATHING , / ' d ° i ElIP1unow OAIE: w to 1x4 PT FURRING HORZ ' / ° d / �� AT SHEATHING JOINTS �\ . . / si d Z-METAL FLASHING BEHIND TOP 1�W SHEET OF O56 SHEATHING ∎! 1� d A4 / 0 i 65- IN FRONT OF LOWER SHEET r/ / a a� s�' ./ of x ��z d 15# BLDG. PAPER . - • d d Q O C ILL / - w OVER SHEATHING / • ° -- O R SHEET / .° . Q40 .L WE EET / d t ai W'7/16" O5B SHEATHING � / A v IIII /.v 2 HARDIE PLANK LAP SIDING-- v��®� IPP a o _,i, 9 1/4 '1/16" O55 . it :.:- :. ' .:` w 11 8_2' . SIGN'BACKING TO SHEATHING INTERFACE PET } MOUNT SIGN h, SCALE: 3" = 1'-O" N 1, \ el) a' Ill SIGN MOUNTING �\\\`\`\\\\\\ z v BRACKET � .• .�ti \ a w WHO III . •\ Qx _ Ir 1x4 PT FURRING .1 z I-- m• 1X4 HARDIE TRIM - 15# BLDG. PAPER II \ :'t' : `: N x W CONTRACTOR TO GUT SIGN BACKING ' \\�������s ' (OVER SHEATHING) 16�„ I,,(' E Q 516N BACKING IN FIELD ik ,,1 a a �[ �������������/������������ SIDE VIEW 1x4 PT FURRING �°�T� z (�1p 41* :. /• 0 § i V V 7/16" 05B 1� j� OVER SHEATHING 1!=�∎►�� . SHEATHING �/� �` 0.11 dQ �� - — 7/16' 05B 1j/ NAILS @ 16 oc INTO FURRING n (Y if' MI Iii211/11714V.--■ Ii j� `��/� 3/4" - 1" FROM TOP OF PLANK D z I 1 kD AlOP HARDIE PLANK LAP SIDING A� hA P �//.,/, 9 0 1x4 PT FURRING 1 1U"" �////' , NAILS 3/8 MIN. FROM 5 a tf) F N SIGN MOUNTING �// EGDE OF PLANK, TYP. O PLAN SET# 9 1/4" x 9 1/4" X 1" BRACKET JAMES HARDIE DOES NOT RECOMMEND i Q 18464 DATE • SIGN BACKING TO CAULKING AT FIELD BUTT JOINTS. 8 12/18/2013 MOUNT SIGN PLAN VIEW INSTALL FACTORY EDGES TOGETHER AT l REVISIONS BUTT JOINTS. 2 .EY. °^*�DETAIL HRD I Lim DST I LS , d2io4HI ell SCALE: 1 1/2" - 1'-0" NBY: SCALE: 1/2" = 1-0" ®Q C RYV SHEET NO. A3.4 c r ,---7 <<I 1 . _ 9 . \ •��:GON T . wz GABLE EAVE VENT, TYP (4) © 9'S li p- "ITH WIRE WEAVE MESH A8.3 �„p ,i8„F,4 0 0 2 4 'L E SEE SHEET A6.4 FOR DETAILS — 9; �� Sc,4 ° u a § ="� 4 I'l'G��L Roo 0 °�_° _ a ��,III 12 n'GT F//yG 4 0 W a%cB ` A83 / IM ::a�........: 5.4 y 4 0-) m g 7E 2, v i 7/16" OSB SHEATHING OVER -1 u 2x6 TSG DECKING `i 2x5 FASCIA GABLE 4 EAVE 0;9.. 1 �. • , V Z . , \sr-I II ..111 7 1/2" c9. r w. . 11 / I . SMOOTH WASHABLE SURFACE REQUIRED PER LOCAL 1u EZ .( 8" x 16" SMOOTH FACE MORTAR JOINT n UNISEX UNISEX X �n CODE UP TO A MIN 48" W L o CMU CONCRETE BLOCK WALL II --'' I iA ABOVE FINISHED FLOOR BEHIND ALL PLUMBING m ? a. i' n/ RUNNING BOND PATTERN, REBAR REINFORCED I FIXTURES AND ADJACENT WALLS (AS TO LOCAL CODE 01- I—�- 1'-1 9/16" V-1 9/16" IN REQUIREMENTS). < ix 2 Ii IN RESTROOM WALL FINISH: EPDXY PAINT (Si' OTHERS) CONCRETE SLAB PER PLAN III p II SLAB TO CEILING OVER BLOCK FILLER (BY OTHERS) z III \AS.3 �I III SLAB TO CEILING. z v I Alk `I ■ / I ■ \ II ALL OTHER INTERIOR WALL FINISH: EPDXY PAINT (Si' a qiir ill / \ U OTHERS) SLAB TO CEILING. o 2 4, iL FG / III I l H F 9 z W W Qv UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL > S v LY w OR 12" FILL COMPACTED OR 6" FILL COMPACTED t < 0 m t in TO 90% ASTM D 1551 TO 90% ASTM D 1551 w N TO MEET OR EXCEED ALLOWABLE TO MEET OR EXCEED ALLOWABLE 0 X O W Q w BEAR PRESSURE ON SHEET G2 BEAR PRESSURE ON SHEET G2 1- 0 o I d F z SUILDING SECTION < 9 d N I-- CI ( PLAN SET#SCALE: 1/4" = 1'-0" z 9 18464 Q DATE. - ° 4 12/18/2013 REVISIONS 0 REV. DATE: BY InL/ 1 03/04/14 IR^ mw O _ (AWN BY OQ R!N SHEET NO. A4. 1 C r 1 , „4*/./-,,_,.. „_, i A.,- ,k, .119'.1 0 •r •N 1 -- .'1.. t.„-pos r_.,___,,„ ,..:,.., , _ ...,...._.. __._ _........_ . \. 6 ( \ it N L lb Attek AL .001-1 -r I wi -r K c-u i g i i WIRE WEAVE MESH VENT, TYP (4) 1 ' d wife, REFER TO SHEET A6.4 FOR I I $ Y_ 1 U„, DETAILS x W eii F' 7 1/2” -I� j ii ' t P ELECTRICAL METER SMOOTH WASHABLE SURFACE REQUIRED PER LOCAL in I N (BY OTHERS) tut .8 o 0 CODE UP TO A MIN 48" ABOVE FINISHED'FLOOR BEHIND n 1 / UNISEX nil SIDING OVER 8" x 16" SMOOTH FACE u ALL PLUMBING FIXTURES AND ADJACENT WALLS (AS TO N MEGH h/// `� :J /� Ni MORTAR JOINT CMU CONCRETE BLOCK - LOCAL CODE REQUIREMENTS). N 3.-6" N 7'-5 1/8" film WALL RUNNING BOND PATTERN, REBAR X RESTROOM WALL FINISH: EPDXY PAINT (BY OTHERS) K' i N REINFORCED 1 K p SLAB TO CEILING OVER BLOCK FILLER (BY OTHERS) K ii Ai K� 0 - SLAB TO CEILING. u IJ _ /o if CONCRETE SLAB PER PLAN z s ALL OTHER INTERIOR WALL FINISH: EPDXY PAINT (BY N Ii , ill OA i w 2 0 0 OTHERS) SLAB TO CEILING. II / 1 \\ / U! �� sa ai 4, 0 FG CONC WALK / / 1 d ., m 2 v _a __ T — — 1 6 K W V `4yi�0��, ..wolV, M Q Z to 12'-8 / UNDISTURBED NATIVE SOIL . tn 3 0. 0 ?oz O OR 12 FILL COMPACTED W LU v UNDISTURBED NATIVE SOIL TO '09/o ASTM D 1557 i Y OR 6" FILL COMPACTED TO MEET OR EXCEED ALLOWABLE V 0 IA to TO 9096 ASTM D 1557 BEAR PRESSURE ON SHEET G2 V )d- F4 V TO MEET OR EXCEED ALLOWABLE in 1 n W BEAR PRESSURE ON SHEET G2 ' t BUILDING SECTION le 9 m SCALE: 1/4" = 1-0" 2O PLAN SET# y z z 18464 -p DATE: 12/18/2013 ., REVISIONS REV. owe: rr 1 03/04/14 RN m kn au BY: ©Q ` RW SHEET NO. A4.2 • .• r 1 NOTES: ti,� �'n' . 1. FINISH FLOOR SLOPE TO DRAIN @ 2% (1/4" PER FT) MAX $ lyr" /,r 1% (1/8" PER FT) MIN, UNO 3P 2. VERIFY SIDEWALKS W/ OWNER . •' 3. PROVIDE BLOCKOUTS FOR PLUMBING, MECHANICAL, $ ',� ■g/H 4.ELECTRICAL AS REGD. GO-ORDINATE W/ SUBS. i 'cif ,kr 15, a�` 16'-0" BULGING 4. DO NOT VIBRATE GROUT, AS DAMAGE TO THE GMU MAY �,�;, / / RESULT. USE A REBAR TO ROD THE GROUT. ":- 7 • k' 5'-o" 5. SLUMP IS TO BE 4" +/- 1" n fir �L1 � li it 6. REBAR MIN. BEND SHALL BE NOT LESS THAN 6db INSIDE DIA. OCR AS PER AGI 318 SECTION 7.2 7. SAW JOINTS BY CONTRACTOR. SLAB APPEARANCE 15 A g< 5" GONG SLAB PRIORITY. SEE 2/A5.3 LOCATE JOINTS @ MAX 10' O.G. w z W/ #5 REBAR @ 18" OGEW S. MAXIMUM SLOPE OF EXCAVATION MAY BE LIMITED BY c °o OVER 6" ENGINEERED FILL 0 LOCAL SOIL CONDITIONS. INCREASE DEPTH OF FORMED IL I 05 p ir; 1 CONCRETE A5 REGD. 0 3'-4" 2'-O" m\ \ \ \ a MO / / G. CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES I5 TO [ _BE LEVEL AND SMOOTH. b02 m 10. UNDER FOOTINGS: ALLOWABLE LOAD BEARING 4 O c w�,�LLO�Wir I ! .:: . UNDISTURBED NATIVE 501E OR LESS THAN 12" FILL #�m ® �` I 1 _ l - COMPACTED TO 90% ASTM D 155 . Y ""m � Y�-1 W - �- V S) -� I II- 1- — :: .1____ Qz I_ — t FD=��— — FINISH SLAB WITH A WATER BASED 1i s1 E N a N - o IIy . I- 1 _ CONCRETE SEALER (PROVIDED BY OTHERS) 1 WCU ,yw� W � 2 1 \ l 30" 24" RECYCLE ALL USED SHIPPING I c101 "9 / MATERIALS AND LEFT OVER 0 - m A5.2 I ► �_If MP �/ 1—I TYP BUILDING MATERIALS i uvi CO i 1 { I I FD FD a X 0 Lil l'-• V / I N I I 1 I/ \ 4 I-- – N Z A6.1 \ I T / ..:—. :—:.—: - _.._ Q \ I LEVEL REGION x v O . O 0 3'-4" 3'-4" 2'-8" 3'-4" 3'-4" ~ V - Q- (v Q / MO I MO I / 0 O W W z in 8'-O" 8.-0" >/ w w O 0 0 tu )_ J �, � o W w 1- � " I 141 1 CONCRETE SLAB BY CONTRACTOR v < , N ;r9 > > _ W A5.3 1 o t� f– _ A4.2 ill'''. _1 5 a N in L1 PLAN SET# 21'-0" z o 18464 / - Q DATE: • 441/4') < 12/15/2013 REVISIONS OREV. DATE: 9Y c1 1 OS/04/14 Rri (p 2 03/15/14 R M � DRAWN BV: FOUNDATION PLAN oQ Rw SHEET NO. 0 SCALE: 1/4" = 1'-0" PLAN NORTH J� . f I , r 1■ \ REBAR PER DET 1/A5.4 ._•. GMU BLOCK e+'' �, E { BOND BEAM CMU , / / ,� •� \ `. © % REBAR PER DET 1/A5.4 - e . • LING _ _ORTAR BD HYTITE SIM j /\LI REBAR / , /STAILS o � \' s-4;4 r ,nc1 ° r • REBAR IN SLAB AS PER / j ,r� . 5, -- o `` SLAB PLAN SHEET A5.1 \ L • •.d —� .�r.. R .►P��P _ ` TOOL JOINT AT SLAB 1lLL w -¢- C7 EXTERIOR SLAB, X -ry A ►L E.---7----,---..---7-- ° °v SLOPE AWAY 6) 1/4":12" - \ ` A` 4 1/2" X 3/8"W 4 FILL J ° a• ® o o ��` W/ SELF LEVELING 4 V 0 p 0000 °O d • • • • • -• ° •o _ POLYURETHANE SEALANT 8 p O O o j - ' d •_ 4 • ° O ° o �i r <1 v ° d __1 o o 0 <1 0 \ \ o��)) e 1 rJ^ 5. `i r`y4' a a a �30# FELT BOND 0 z \/ \ ? • � • . • J K •d• O� O e \ � g §r •FINISH GRADE, SEE a _4 0 K\ \NO4 EEAPPROX 3/8" d d ° BREAKER HOLD _ • 12' MIN? • / / O c ;eLL 4 '° TOP OF SLAB \ w =' C 4 L C ' GMU OVERHANG C d r T 1 OVER FOUNDATION —' 2'-0" i x w(3) #5 REBAR CONT. g% YNALL-SLAB CONNECTION MONOLITHIC SLAB OPTION 2 < O 4iLl al 1 SCALE: 3" = 1'-0 V" a ± A, „„ j GMU BLOCK GMU BLOCK 2 REBAR PER DET 1/A5.4 O:. fI REBAR PER DET 1/A5.4 I < O © 7 11 1 i% CONCRETE SLAB 4 REBAR %PG��% CONCRETE SLAB REBAR ? g v / \ PER SLAB PLAN © / / O \ PER SLAB PLAN w O in il-6 1_2 Vff I• • \• \- • -d .. - d - • - I- • • /\\ ..� Q• IZ ° � 0 o - z 20K �° o°Q o o°� ' z - W Q4 v v \ W O 1111 N COMPACTED FILL J N O 0 ) O o A Q °Q Q o — COMPACTED FILL /\/\ e REBAR PER DET 1/A5.4 K \\\\\0 REBAR PER DET 1/A5.4 f O W W \/\ . • • ALTERNATE HOOKS I // % % ALTERNATE HOOKS s tn 0 N i 11 z /. z v _ . % INTO FOOTING 0 'u v p INTO FOOTING y_ �— a Z W �(�� LV 1-Lu ry ° d #5 HORZ REBAR. 0 145 ry zo � •� #5 HORIZ REBAR IP T45 g a N • •. '-- '• •. 4 16" OG - �.: ' IN BOND BEAM ® 16" OG z P SET##• \ \ \ '• ° \ \ m ••. GMU BY OTHERS Z p DATE J° / 8 1-0" N 12/18/2013_di, 2'-0" (3) #5 CONT. REVISIONS DA1 1 03/04/14 R'( CONCRETE STEM PALL FOOTING OPTION GMU STEM WALL OPTION m 2 03/18/14 RA ZS N N oRn er: FOUNDATION DETAIL �Q RW 0 SHEET NO. SCALE: 1" = 1'-0" 5.2 • r ' N 4 ,1 P . . , v 5" GONG. SLAB W/ 6 X 6 )';A' (2) #5 REBAR GONT 10/10 W WM OR #5 REBAR ® 11:i /J. P Ira 15" OCEW CONTRACTORS FINISH GRADE �-11 OPTION, SLOPE AWAY •. .N . FROM BLDG. 0 1/4" : 12" UNO -``Y 15 j0 _' I aft R�.Ite`,J;•• O\/ O\./ 0 0 ry fV S �� �e • � �p�O�OOOO � 5" CONCRETE SLAB ° °o OHO°�oo�o°° w z W/ 3 REBAR ® S6 OGEW a q OVER CRUSHED ROCK AS READ \ °QO ' c &s O ° p° \ /' mow/ tg.- O p °° °.°°°00 O N C S K LL jr4--- O Opp Opp K L. O l a °p p° ��°O °o p COMPACTED FILL p � x � . ��\ °° °°�� X____ , ono i oO— d // 20°C) pO°O ,_l i q-• O � O W u_LL,? O ooio .:. ��. �\ NATIVE SOIL 1 1 U es 12 / Q_� 0_ =80 O •• 0:0 O. O GRAVEL FILL // / li LT_ . 0.1 CONCRETE WALK PETAL EDGE OF GONG SLAB , L g r 4 SCALE: 1" = 1-0" SCALE: 1" = 1'-0" U w z 5.1 IT ez: 2 ai z i i § REBAR CENTERED IN WALL 04 0 MORTAR JOINT CMU BLOCK z ! A 04 REBAR PER DETAIL 1/A5.4 j j Q ALTERNATE HOOKS INTO SLAB j•` ® F m (3) 4$5 REBAR CONTINUOUS a W MAKE SAWGUT 1 1/2" DEEP WITHIN 24 HRS 0. '.• 0 w a/ o OF POUR. FILL WITH EXPANDING v. • a d 41 v S < O F JOINT COMPOUND. . - �� a�� .". = EL AT CONTRACTOR'S OPTION -.�- 4 ° ° 8 z W nZ d CONTROL JOINT MAY BE TOOLED N ° .� o > S g It IL/ 0 �f DURING CONCRETE FINISHING O0 0 0 ° .•. .c . a ! �o gu Ti 0 IL A I C I—I 17-71 11_1 11=11 I—IC I IC I—IC I—IC I—IC 1=111=11 1=111=111=1 = to .. i ,1=111-H 1-111-1111 11 1 11 - 11-111-111-111-111-111—I 11 ;; D W 1 P 080 ° o o III:,d9 O. .. _ / PLAN SETS 50 O..i O O GRAVEL FILL COMPACTED TO G10% 18?Q DATE: 12/18/ 201 3 S �GUT JOINT SCALE: 1" = 1 " 1 TH I GKEN ED SLAB AT INTERIOR kN LL RYI SCALE: 1" = 1-0" REVISIONS 5 nev DATE: e v 01 D a) na w^+ ry oa wN BV: On RW SHEET NO. A5.3 •r r . .- 'I\ N' N TYPICAL HORIZ REBAR ll �, ; TYPICAL HORIZ REBAR PER DETAIL 1/A55 �. ,/ • PER DETAIL 1/A5.5 GUT NOTCH IN BLOCK WITH ALTERNATING 90° BEND ; ,a' )iiit*GUT NOTCH IN BLOCK WITH ALTERNATING 90° BEND AS NEEDED TYPICAL VERTICAL REBAR ``1 ' PE f' y AS NEEDED TYPICAL VERTICAL REBAR PER DETAIL 1/A5.5 ` �} PER DETAIL 1/A5.5 TYPICAL H Iii I TYICAL HEETAIL 1/A .5 PER DETAIL 1/A5.5 DL /A5.5 \ `''.'a, '�°� PER DETAIL 1/A5.5 �////////%%//%%% i%� /%% -.1. RA. iiaaaiaii iaaA.3 it iaio;iii iiaiiiiaaiaii ! 3il 1 75i. O;; : wZ � < 6" MORTAR JOINT -8 MORTAR JOINT = 0 GMU INTERSECTION DETAIL G GMU INTERSECTION DETAIL m O em =- SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" $ z •b0g8a 1 3/4" 1 3/4" 1 9/16" 1 9/16" p 9 LL 8 b C /1 Q ��11 Eq V cdZ_ ` Fit d `? ± ■ u\i % � VERT REBAR Q o[ Y Y I ' SP% VERT REBAR # 'O 0 a a' ' W GUT NOTCH IN BLOCK #4 HORZ REBAR A � 4 HORZ REBAR WIRE MESH OR z cn= VERTICAL #4 REBAR ///i��� AS NEEDED FOR REBAR % _ GROUT STOP ai V _ GONT —� MBMENT 3 % UNDER BOND BEAMS w w 6- 3/4 $ (NOT REQ. AT VERT) ro i a I 'iii�/ � a;1::,; : 1•. OUTSIDE OF WALL / <,:::,'•'-.' .:e••O'' .,., : {.:.,;. INSIDE OF WALL j j INSIDE OF WALL % % OUTSIDE OF YVALL z Q '- NOTE: REBAR INSTALLED AS PER AGI 530-08 NOTE: REBAR INSTALLED AS PER AGI 530-08 I K 0 ~•.7' '' .'' "- ~Y TYPICAL HORIZ REBAR i • z X '..t. C''''.7.. WITH 9O° BEND DOWN 4 REBAR PLACEMENT 6 REBAR PLAGEMENT 6 o U PER DETAIL 1/A5.4 4 SCALE: 1 = 1.-0" SCALE: 1" 1.-0" Q i T 0 MORTAR JOINT Q = m ~ GMU 1^1 ALL ND DETAIL z ° , L E GMU REBAR SCHEDULE a v a SCALE: 1" = 1' O" REBAR MIN. LAP BEND RAD. GMU REBAR NOTES: u' P 1 z Q #4 24" 3" MIN. - BENDS: MIN. INSIDE BEND RADIUS SHALL "5) S if O '=- 6.) #5 30" 3-3/4" MIN. (L BE NOT LESS THAN 6d AS PER ►- = I� Q � \� \ TYPICAL HORIZ REBAR VERTICAL #4 REBAR 32"o( AGI 530-OS SECTION 1.15.6 6 z < W W j 4, � PER DETAIL 1/A5.4 ° HORIZONTAL #4 REBAR @ 32"oG '� - SPLICES: LAP SPLICES ARE PERMITTED > S w Q opi, WITH ALTERNATING 90 BEND #4 REBAR ALL SIDES OF OPENINGS �� AS PER AGI 530-05 SECTION 2.1.9.1 m J TYPICAL VERTICAL REBAR (2) #4 REBAR ABOVE BBELOW =1 N 0 f4 u-i (� AWL PER DETAIL 1/A5.4 MAJOR OPENINGS I — w S�\\\\\ TYPICAL HORIZ REBAR (2) #4 REBAR @TOP COURSE n—`3 TYP. REBAR z w DETAIL 1/A5.4 WITH 90° BEND • GMU DETAIL CORNER © PLACEMENT DETAIL -1 B• -,c2' P N Mil WI x \&\\\\` 1l © GMU END Z _ P�18T# 1 / 1y///////////%%//////////// NOTE: HORIZONTAL REBAR TO GO H-M V� NALL DETAIL — Q DATE: me ,,� ; AROUND VERTICAL REINFORCEMENT a 12/15/2013 . • LI. ° WITH STANDARD BEND AT ALL CORNERS, '•-r! 1st COURSE HORZ. 8 REVISIONS \\\\\\\\\\\\\\! ���////////////�/////////////�� AND HORZ REBAR TO BEND DOWN AND M-•� REBAR BEND UP o REV. GATE: BY imm+� F.F. a 1 03/04/14 RYV MORTAR JOINT LAP VERTICAL REBAR AT ALL OPENING m 2 03/13/14 _ LOCATIONS AS PER DETAILS THIS PAGE. 6 K O Q �W�BY'RYV GMU CORNER DETAIL GMU REBAR LAYOUT DTL SHEETNO. SCALE: 1" = 1'-0" SCALE: 1/4" = 1'-O" r • DOOR SCHEDULE ___(9_44,/ NO. SIZE (WxHXT) DOOR FRAME HARDWARE DOOR REMARKS GROUP SWING `1::':;.,('�'" / Aiii 0 36" x 84" x 1 3/4" 5L20 F16 DO-1 LEFT ' BOND BEAM EA SIDE OF DOOR 2 36" x 84" x 1 3/4" SL20 F16 DO-1 RIGHT ADDITIONAL (1) 8'-0" #5 REBAR a" :�N 36" x 84" x 1 3/4" SL20 F16 DO-2 RIGHT EXTEND 24" BEYOND DOOR ,, .�� 24" MIN EA SIDE 1 �'It", tr •� . DOOR HARDY'4ARE SCHEDULE (QTYS PER DOOR) °.._` ' GROUP GROUP h E 1 mioh- REBAR IN BOND BEAM DO-1 DO-2 — 1 r-, -- — ME AS PER DETAIL 1/A5.4 1 1 EACH HINGE 4.5" x 4.5" 5.5., MODEL: (STANDARD) •( 2 1 111` H� w z r $ 2 2 EACH HINGE 4.5" x 4.5" 5.5., MODEL: (NRP) m �\/ =! JAMB z ���� , �_ EACH BEST LOCK 83T-7-K-5TK-626 (TURNKNOB) CYLINDER DEADLOCK, SATIN FINISH, W/ - ( 3 ) ' NM REBAR @ JAMBS 2 oo --z ._ g 1 - THUMB-TURN W/ CONSTRUCTION GORE —° — - '� >EM AS PER DTL 1/A5.4 E e w Egi LEVER LOCKSET HALER 35 13-2 3/4"-U526D-WTNNG W/7 PIN CONSTRUCTION GORE N m 't NM POWDER GOAT FINISH taz o o-7, - 1 - u. DOOR 4 FRAME 4 ° L A i LL a N EACH SGHLAGE POWER DOOR LOCK- SENSOR SCAN II, ELECTROMAGNETIC LOCK M41O W/ -O /Q •• DOOR CLIP, TYP f m m° U 1 DELAYED ACTION SWITCH #625RD-EX-DA-626, SHARED TIMER INTERMATIG T101 w _ilt' l W EACH BEST LOCK 83T-7-S-5TK-626 (SCHOOLHOUSE SAFETY) CYLINDER DEADLOCK, SATIN �� FF = z 2; H 1 TYPE A THRESHOLD a z ~ 'I FINISH, W/ THUMB-TURN W/ CONSTRUCTION GORE µ� N SINGLE (FLUSH) 0. F o 1 1 DOOR CLOSER LEFT HAND SHOWN CL < .� w 2 PULL PLATE, 4"w X 16"h DOOR DETAIL m 0. ° �, - 2 PULL HANDLE SCALE: 1/4" = 1'-0" 2 1 1 KICK PLATE 10" X 34" )- m 1 6 6 WIRE DOOR CLIPS I < O � d ra . NOTE: ALL DOORS MAY BE OPENED FROM THE INSIDE W/O KEY, SPECIAL KNOWLEDGE, z z w 0 OR EFFORT. 54* MAX OPENING EFFORT DOOR 15 EQUIPPED W/ SINGLE-EFFORT, NON-GRASP HARDWARE. DOOR COMPLIES WITH ADA REQUIREMENT FOR AN INSIDE LOCK. w I 0 w ;p , Q � m � REBAR IN BOND BEAM • • DOOR CLIP o Z d & W AS PER DETAIL 1/A5.4 w ���� CL Ca Q Q tSl• EXTEND FULL WALL . ° ° REBAR @ JAMBS 11.. t■∎�`< w Lu (Z/ 2 lit-) Z d LENGTH AS PER DTL 1/A5.4 It v = s +� F- AVOID INTERFERENCE , ~ = d u� \ \ HM DOOR W/ CHANNEL 0 6 1 w W on a 1.2 SLOPE FILLER @ BOT > v a Ni O z o @GONG EDGE _ w w LLl Q O Q d ° i •i \ d !�..r� 6) Q o W Q 47-4" ,° NOTCH CHU FOR q ry / a DOOR CLIP SLOPE 1/4":12" _ w Q .. : w. � 1/4 a - W 1\ o F w �� �� ii ° OF GROUT SOLID . - 11,, ° ° a�Ary sETu ADDITIONAL (1) 8'-O" 5 REBAR A. * ,...;: Jr.'. . ° a° a ° d v 2 18464 EXTEND 24" BEYOND DOOR - - 4 ° a ° z •y <.. .. ry A• ° d Q DATE. WRAP WALL IF REQUIRED '. ,• y ' .�•.• .. 9. . < ; d Q 12/18/2013 4 REVISIONS STEEL DOOR f • y 'iri 41 GONG SLAB 4 REBAR ° a ° 4 RED. /„E eV Isw CAULK ••�= GROUT SOLID :� � 1 03/04/14 RYV §/.. AS PER SLAB PLAN ° ° m ar) 115/16” 115/16" o K -1 3/4" x 4" / 1 - oRAWH HEADER DETAIL — JAMB PETAL THRESHOLD DETAIL SHEET oo Rw 2 _ `� SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" /�. 1 SCALE: 3" - 1 O VENT SCHEDULE ANCHORS SYM SIZE INSIERT SLOPE SILL HIP EAVE GLULAM BEAM `" - ":04 i5. Q 72" x 39 3/8" x 6 5/8" WIRE WEAVE MESH 5.45:12 5 10 ROMTEC XV-054-1005 ROMTEC GLULAM HOLD DOWN 4,. •N T 2Q 72" x 39 3/8" x 6 5/8" WIRE WEAVE MESH 5.45:12 5 10 ROMTEC XV-054-1005 2X PT WOOD FILLER 8„ �` Y�� � A OPPOSITE lk ' NAIL TO GWLAM AS NEEDED � �� k'' 0 72" x 39 3/8" x 6 5/8" WIRE WEAVE MESH 5.45:12 5 10 ROMTEC XV-054-1005 METAL VENT FRAME 14,1111, -y: T%t'�.W/WIRE WEa.VE MESH OPPOSITE 4 72" x 39 3/8" x 6 5/8" WIRE WEAVE MESH 5.45:12 5 10 ROMTEC XV-054-1005 1/2" x 3 3/4" �//////..%/'�•�'_._.�ti►'�''•�i EXPANSION 1��__ �` ,� ./ ? o ►- i . �.� ■a. ANCHOR BOLT �a ; g V c 1"x �; ,%;;;;;;1141;;;I 1- .-- a,illiellik/ t LL 0 1. 1 b TRIM AS NEEDED AT '4R\��§§Mi 0 c gx g CONTRACTORS OPTION \ ��„` ��` 1 o_ QTY PER WINDOW \ (BY OTHERS) JO U& 11,01 s U Co ` . 10 #14 x 1 WOOD SCREWS m MORTAR JOINT GMU g 1 x in g A U 5 1/2 X 3 3/4 EXPANSION ANCHOR BOLTS cn ,.; H al VENT CORNER DETAIL. _ U . . / 72" / SCALE: 1 1/2" = 1'-0" m w a 2 Ng o � Z dE .- 7 F K Q. /16" OSB SHEATHING 0 U OVER 2x6 T46 DECKING 1/42 r 7/16" OSB SHEATHING w Q ■ #14 x 1" GALV WOOD SCREWS \ OVER 2x6 146 DECKING w I 0 ,,� @ 8"oG IN HOLES PROVIDED :il V Q I���� PREASSEMBLED METAL FRAME ~������ ��'� m �i-- I r-- ',, d, k 2 _ (2) L2" x2' X 1/8' d (2) 1/8' x2' FB � W ��� W/ PREASSEMBLED WIRE WEAVE MESH INSERT v —��+�\ 1/2" x 3 3/4" EXPANSION ANCHORS 3 1/2" MIN. i #14 x 1" WOOD SCREW w �L ����� EMBEDMENT @ 16"oG IN HOLES PROVIDED 10 I fi Z w d �����, WIRE WEAVE MESH INSERT PREASSEMBLED STEEL II R - 0. O �j (2) L 2" x 2" x 1/8" in 0 A ______ 2X PT WOOD FILLER ��' VENT FRAME �[ �/ AQ ILI`� O CUT TO FIT AS NEEDED dip_ �-- PAINTED BLACK TO MATCH WINDOW § wm i 0 > d j�∎ -01:0.-- (PAINT BY CONTRACTOR) ±1/2" 3 5/8" IN 5" GMU �.4�∎ A�� - EAVE GLULAM BEAM 0) I O W fi Q al �M��� —ii APPLY APPROX 1/4" 1 CI X IU11��••••∎∎ !!� BEAD OF SEALANT D. z w X - ��■•���=�•!I 1� _ ON JAMBS 4 SILL I,..' „ — w • • tee_; Iii © /Nor la�Y`M 1/2' X 3 3/4 -19 °r N F i �;� EXPANSION ANCHOR ,, PLAN SETO N 1 11 1 is j ,• % LG FLASHING BOLTS 3 1/2" MIN. z z 18464 ., .:• ROMTEC FT-000-5018 EMBEDMENT _0 DATE: INTO GMU 12/18/2013 ' \ \ • REVISIONS 4„ 16„ _ 8" ■ +.r.V+ne_ccanecai REV. PAM er - TYP MORTAR JOINT GMU / V m OS/04/14 RH VENT PETAL VENT SECTION oR� BY. 0 OQ � RW SCALE: 3/4" = 1'-O" SCALE: 1 1/2" = 1'-0" SHEET No. A6.4 YNOOD FILLER MALL SGH EDU LE 2x6 TOG DECKING POUT 940 5EE ROOF PLAN FOR LA 4 fi -5 -/7 r/ 5 SYM SIZE FRAME SLOPE REMARKS ' ,i' 50 8G 1/4" x 45 1/4" x 6 1/16" 2x DF WOOD 5.4:12 OPPOSITE OF ONE SHOWN -- `- _ / © 89 1/4" x 45 1/4" x 6 1/16" 2x DF WOOD 5.4:12 \ - ` • •N #12 x 2 1/2" WOOD SCREWS r r� e `� @ .1 /CT .IP., HA�RDY�IA�R 3.. ,.T :51� � QTYS PER WALL SECTION: in 6 1/2" x 4 1/2" EXPANSION ANCHOR 1 I WOOD SCREWS, #12 x 2 1/2" GALVANIZED 2x4 DF FRAMING @ 16"oc ;t W/ P.T. BOTTOM PLATE v PAINT BY CONTRACTOR w z 2 LAG BOLTS, 1/4"x 3 1/2" _ - o 1/2" SMART PANEL FRAMING FASTENING 1- v c e 2 WASHERS, 1/8"x 1 1/4"SQ. Iu/ 5/16"O (MEGH SIDE) MIN. (2) 12d x 2 1/2" NAILS x x x QTY PER ASSEMBLY: 1111111111111111111■._:\ PER STUD °�° 3 1/2"O x 10" HH BOLT W/ HH NUTS 4 WASHERS 89 1/4" ,�.\ R 6ST B o FASTEN TOP 8 BOTTOM Arnie O s. $ v III rnie oo1 o K TO STUDS 4/OR BLOCKING W/ �� 1/2"� x 4 1/2" EXPANSION Q w L LL o FINISH SI NAILS ��" ANCHORS @ 16"oc -,N L 1 E U #12 xH 1 1/4" FH WOOD SCREWS @ w 1J 13 W @ 6"oc PANEL EDGES 8 12"oc FIELD 6" CMU BLOCK WALL z c2 a 2x6, Y11OOD FILLER Y\1ALL SECTION m W ' �0 1/4"cp x 3 1/2" LAG BOLTS W/ WASHER SCALE: 1 1/2" = 1'-0" z o - (2) INTO EACH SIDE OF GLULAM RIDGE BEAM 1/2' x 10" BOLT THRU FRAMING RIDGE GLULAM BEAM z • WITH HEAVY WASHER EA END z 0 gW4��`_� SHIM BETWEEN FRAME AND GLULAM, ( t O 412 x 2 1/2" GALV WOOD SCREWS @ 16"oc i r�i EACH SIDE AS NEEDED 0 w a1inI-- 2x6 DF FRAMING RIPPED TO 4 5/8" @ 16"oc N 0 & W W/ P.T. BOTTOM PLATE, FRAMING FASTENING v p[ MIN. (2) 12d x 2 1/2" NAILS PER STUD a Ni.i1.4 1 IV Ii n cV 1X ' T$G wS) 0 < O A III v / ~ 0 Li_ to 1/2" x 4 1/2" HILTI K53 @ 16"oc �, ____:. `t, z W W Q -j in in EAVE GLULAM BEAM P3 0 O O W . • � � w � ry K �9 61 X O W to/I2 CO l; Q w I9 \ ' IL ' U%\ ' PLAN ET N ® I U z el 18464 A/ Af k.) 12/18/2013 131/4" 8" �16" 16" 8 } " 131/4" REVISIONS / / MORTAR JOINT GMU / n,P w / O ,q � DAiE: aY Tr= 6 3/4" V ? 1 03/04/14 + 6 3/4" 7-5 1/4" 7'-5 1/4" / m m 2 03/18/14 Rrv;dr/ O {V DRAWN BY CI FILLER ^ALL FRAMING DETAIL ©o RW SHEET NO. ■ SCALE: 3/4" = 1'-0" A . 1 . / . t / , .4 v -.../Akiirr: NOTE: t4i 100. "�'ii GONTRAGTOR SHALL INSTALL ROOFING IN STRIGT ACCORDANCE . WITH INSTALLATION REQUIREMENTS OF ROOFING MANUFACTURER. • .-1-• 4 e i15 ` 14.1 P**WU;` 1 EXPIRAT10N DATE: 1 1 LIA Z l _ — o o FABRAL HORIZON 16" 26ga STANDING SEAM #10 x 1" PANCAKE HD SCREWS @ 16"oc HORZ. @ EA RIB re 0 c x METAL ROOFING OVER #30 ROOFING PAPER AND 12"oc VERTICALLY JJ X °0 = IL C N SEALANT AS STANDING SEAM SEALANT AS BEND UP PANEL ,• LL � m=$ g o REQUIRED SNAP DOWN REQUIRED 1" FLANGE CL O _0-i i - 9 Q l) W?LLLLLLz WRAP ROOFING PAPER Q t �7_t§r' V OVER ENDS lL _j 1 _� '- E ATLAS #14 x 1" WOODTITE I. E �M C ` ATLAS #14 x 1" WOODTITE a' o m SCREW @ 12"oG IMP SCREW @ 12"oG w n gli IEEE 2x6T,$G - r c FA N GABLE TRIM(HEMMED) GABLE TRIM(HEMMED) Lu W ROMTEC FT -000-5022 INSTALLER ROMTEC FT-000-5022 U - TO MITER @ RIDGE 2x SUB-FASCIA INSTALLER TO MITER m a`, @ RIDGE 2x6 FASCIA a GABLE ROOFING DETAIL ) 0 0 SCALE: 1 1/2" = 1-0" z z W > 0 laa . V Q � m I- METAL ROOFING OVER 30# FELT z y v iz IL rnP�' METAL RIDGE GAP #10 x 1" PANCAKE HD Q a_ *10 x 1" PANCAKE HD 3 ROMTEC FT-EGO 00-5068 SCREWS SEE DETAIL 3 z Iv SCREWS SEE DETAIL 3 FOR SPADING IL 1? J CLOSUR FOAM STRIP (� N FOR SPACING CLOSURE FDAM AT 2� Q p i LLl 11.1 �A•OL , RIDGE AP FASTENERS END OF PANELS %�' c:1 u.) w O 0 Q METAL ROOFING 1 f ATLAS #14 x i" WOODTITE 6) in 0 _i OVER 50# FELT . SCREWS @ EACH RIB, TYP u Q N DL Q ILI �.k. ATLAS #14 x 1" = N " X Q- s "` WOODTITE • ` 1/16" OSB SHEATHING Q o w WAWA SCREWS @ 12"OG I' OVER 2X6 T5G DECKING Q m a N "� METAL FLASHING PLAN SET# NOTE: GABLE FLASHING i" (HEMMED EDGE) z z 18464 0 MUST BE INSTALLED GLU LAM RIDGE BEAM I WRAP ROOFING (� DATE: BEFORE RIDGE GAP ROMTEC FT-000 5061 F 12/18/2013 PAPER OVER END REVISIONS RIDGE ROOFING DETAIL EAVE ROOFING DETAIL ° � REV 1 03/ 4/14 CR p E al ([� 08/14/14 GR SCALE: 1 1/2" = 1-0" SCALE: 1 1/2" = 1'-0" n n DRAWN BY Q RW SHEET NO. AS.4 . � • PLUMBING SCHEDULE s SYM FIXTURE SS V GW HW or MW thc WC-1 ADA TOILET 3" 2" 1 1/2" -- LV-1 HAND SINK 1 1/2" 1 1/2" 1/2" -- 4/. l,EGQN FD-1 FLOOR DRAIN 2" 1 1/2" -- _-- HB-1 WALL HYDRANT -- -- 3/4" -- _ MODEL 67 FREEZELESS HYDRANT 4,',..'�q/,.y�' e4t1‘� HB-2 WALL FAUCET -- -- 3/4" -- MODEL 21 WALL FAUCET `'�` Rl• DF-1 DRINKING FOUNTAIN 1 1/2" 1 1/2" 1/4" -- LT"''�,1C7, UNDERGROUND ELECTRICAL .< NOTE: PROVIDE CLEAN-OUT BENEATH ALL SINKS AND LAV'S AS REQUIRED BY CODE o SERVICE, TIE INTO EXISTING, w r V Z 11 VERIFY REQUIREMENTS `j c.i a TO SEPTIC, OR SANITARY �' y°x SEWER SYSTEM AS READ °�° BY OWNER d` rd O ; w MO OWNER TO PROVIDE <L c1-1111 $�� U- z �a °LLB ACCESSIBLE BAGKFLOW / < 0 W N LL LL g BACKWATER .HECK VALVE EM U AS READ G.O.• 4" SEWER \ 11 OG.O. D zw cn W SS SS DF-1 ! \ SS. SS e SS BP I�\ F ° a R FD w u V !�� w W . \ W d W� ` a.: c WATER SERVICE 0 • INTO BUILDING �� y DF-1 HB-1 \%////_////////✓/////////lr/%∎1, //%/// %%%///4 a 1 ° Y d � OWNER TO PROVIDE \ O LV-1 (1.) N LV-1 1 01 w VALVE BOX BAGKFLOW WC-1 WC-1 I\ Z z v O PREVENTION 4 SYSTEM I,\ U w DRAIN VALVE AS READ • FD [ ,. FD w O ll�lJ 4• w F- z I—- TOTAL: 97 WSFU \ \ i O , W PIPE SIZING: 2009 NSPC IL v GENERAL PLUMBING NOTES: % a Q < 1. ALL PIPE (WATER, SEWER, VENT), JOINTS, AND WORK SHALL CONFORM TO UNIFORM PLUMBING CODE, STATE _ L- z CODES, COUNTY AND LOCAL CODES AND ORDINANCES. z W LU Z > s1 � � 2. CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS ku L 4c 0 o f 3. CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATED RUNS, Id ) O W Q SECURELY MOUNT USING UNISTRUT, IN STRAIGHT AND UNIFORM MANNER FOR FINISHED APPEARANCE. PIPING N r i <l J l' SHOWN 15 DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR. �• z 'fin 4. CONTRACTOR RESPONSIBLE FOR PIPE SIZING AND SHALL PROVIDE ADEQUATE WATER PRESSURE TO ALL Q d F N PLUMBING FIXTURES. PLUMBING FLAN`ti PLAN SET# z o 18464 _ 5. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR DRAINING INTERIOR WATER AND SANITARY SEWER SCALE: 1/4" = 1'-0" PLAN NORTH D DATE SYSTEMS, AS WELL AS SHUTOFF OF ALL FIXTURES d 12/18/2013 REVISIONS 6. ACCESSIBLE BACK FLOW PREVENTER AND PRESSURE REDUCING VALVE - BY CONTRACTOR REFERENCE ONLY O REV. DATE: By K 1 03/04/14 RYI m CD 7. PLUMBING TO BE DRAINED BY GRAVITY TO SHUTOFF VALVE BOX. NOT APPROVED WITH THIS PERMIT a ce ) DR„W.Rv O Q RW 8. FLUSHOMETERS ASSOCIATED WITH TOILETS USE NO MORE THAN 1.6 GALLONS PER FLUSH. FLUSHOMETERS v ASSOCIATED WITH URINALS USE NO MORE THAN 1.0 GALLON PER FLUSH. BOTH OF THE ABOVE SHALL MEET SHEET NO. PERFORMANCE STANDARDS BY ANSI A112.19.2 H4S CODE, SECTION 11921.3(8) P 1 pI *,�Q �I I �I r NOTES: I LUMBING LEGEND ��� %� 1. HATER PIPE SIZE AND PRESSURE REQUIREMENTS MUST BE DETERMINED BY GOLD WATER f p PLUMBING CONTRACTOR BASED ON LOCAL w `4',.‘i: 44, ivy= SUPPLY. y— VENT LINE 2. FIXTURE 4 FIXTURE CONNECTIONS ARE ss SANITARY SEWER 0 *Ali SYMBOLIC. IN NATURE ONLY. •gfr REFER TO MANUFACTURER LITERATURE H HOT WATER ,e"•�b- r , t FOR EXACT FIXTURE SPECIFICATIONS. f• r�. - 3. ALL SANITARY AND DRAIN LINES SHALL BE -- '"""" CAST IRON OR PER LOCAL CODE. �° '-: � l L.�1 4. ALL WATER LINES SHALL BE COPPER OR PER LOCAL CODE. NO JOINTS BENEATH THE SLAB. eL 5. WATER PIPE SIZING 15 A MINIMUM SUGGESTION. w 6 r PLUMBING CONTRACTOR WILL MAKE THE FINAL v c DETERMINATION. 0 M 6. ALL WATER AND SANITARY LINES SHALL HAVE w FLEXIBLE JOINTS AT EXIT POINTS FROM 0 e w 'c w THE BUILDING. p Oz ao s 0x 1 ALL FLOOR SINKS AND DRAINS SHALL HAVE r=6 e cp_= , TRAP PRIMERS AS NOTED IN PLANS, TRAP PRIMING VALVE p � w. LL LL LL 2 tli BY CONTRACTOR `� ®"-M v PER CPC 10010 - E PIPING TO ALL W FLOOR DRAINS V = I Ez Y ,o aN 1/2 UNIT c DF-1 o El V OWNER TO PROVIDE 1/4 '' 1/2 UNIT LV-1 1 UNIT w w VALVE BOX BACKFLOW 1/4" m ~ ¢' PREVENTION 4 SYSTEM DF-1 0 1/4 1 UNIT 40 UNITS LV-1 I— R WC-1 30 UNITS 0 O DRAIN VALVE AS READ ;•,� - WG-1 ''s.-- 1 UNIT 2 1/2 UNITS - x HB-1 HB-2 0 _ (EXTERIOR) fr-�� (INTERIOR) 61 z 0 WATER SERVICE G 11/ 6 z w 3/4" INTO BUILDING 1/2" 1/2" 1 1/2" 3/4" 11/2" W X 0 w w w w w w w w Q W w W WI 1 1/2" Q " ce TOTAL: '76.5 WSFU d 0 k W PIPE SIZING: 2006 UPC g O v 3" VTR 3" VTR a w T K O n 0 z > 6 111W 1 ° v v ww w d0 � p v — 0 � TO SEPTIC OR SANITARY 1 1/2" —v 1 1/2" 1 1/2" 2" 1 1/2" 2" 1 1/2' 1 1/2" kn m Cl J SEWER SYSTEM AS REQD 1 UNIT 1 UNIT r 0 W Q PF-1 so 1/2 UNIT LV-1 0 BY OWNER LV-1 4 UNITS 4 UNITS OWNER TO PROVIDE INTIM > WC-1_ 701 w ACCESSIBLE BAGKFLOW / 1/2 UNIT I Q9 a kT) 1— N DF-1 0 FD-1 �I�_ m BACKWATER CHECK �!� FD-1 PLAN SET# VALVE AS READ FD-1 18464 z � CO 1 1/2" 1 1/2" 2" f1� 5". 2" I 3" 2" 1 1/2" - Q DATE: sc s s ss 0 CO ) Q 12/13/2013 W ss sa ss ss s s ss ss s- 4" REVISIONS 4" 4,. qEV. DATE: BY TOTAL: 11 DFU REFERENCE ONLY m m 03,04„4 Sri NOT APPROVED WITH THIS PERMIT ° r(AWN B,. OQ � Rw PLUMBING RISER SCHEMATIC DIAGRAM SHEET NO. 0 NOT TO SCALE 1:17 2 ( ."\ . � � l ; ,, GENERAL ELECTRICAL NOTES: • �' = �� # 4 AWG, SOLID, GU CONDUCTOR �� CONNECT TO 20' LONG ELECTRODE �� � 1. ALL WORK SHALL COMPLY TO NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES. WITH APPROVED (LISTED) NEC CLAMP 2. OWNER TO PROVIDE TEMPORARY POWER AS REQUIRED DURING COURSE OF /11W CONSTRUCTION. _ - 5. THE INSTALLER SHALL FURNISH 4 INSTALL SPECIFICATION GRADE CIRCUIT BREAKERS, WIRING, 1 CONDUIT, GFI RECEPTACLES THROUGHOUT, SWITCHES, AND STAINLESS STEEL COVERPLATES. 1Y 13 �� 4. ELECTRICAL CONDUIT I5 TO BE RUN WITHIN THE WALL WHEN POSSIBLE, EXCEPT IN THE MEGH ROOM. �� 5. FOR MECHANICAL ROOM ALL EXPOSED CONDUIT 15 TO BE SURFACE MOUNTED AND RUN NON-METALLIC PROTECTIVE SLEEVE TIGHT TO CEILING AS READ. APPROVED (LISTED) ,.<6. COORDINATE AG OUTLET HEIGHTS WITH OWNER PRIOR TO ROUGH-IN. CLAMP ENCASED w z r IN CONCRETE iiiIpp •20' OF BARE OR ZINC GALVANIZED '4- ELECTRICAL FIXTURE IXTUR SGT VDU LE: .. I i ELECTRODE OR TIE TO 20' OF § o w i x ELECTRICALLY CONDUCTIVE COATED p u_ cD E o`°E e o e B ! ''; STEEL REINFORCING BAR (REBAR) . 9 o •�• _, ' ' ELECTRODE/REBAR SHALL BE NO d O w 2 o LL o I BP MAIN BREAKER PANEL : • +"' QQ ;,,,I� 1 LESS THAN 1/2" IN DIAMETER , Q m U / )1 LOCATED NEAR THE BOTTOM OF THE q z U Y Y i i T LF-1 LIGHT FIXTURE +j CONCRETE FOUNDATION AND ENCASED v a I�--1 -: ' ' i •f WITH A MINIMUM OF 2" CONCRETE . z o•• INSTALL PER NEC. 250-52(A)(5) . G ii PCL-1 PHOTO CELL •/\\//\/ ``: \\/\ CONCRETE FOUNDATION IN m = a`• ///\\//%\\/\\ / //// \// ' S, SWITCH, SINGLE POLE ��\\/\/j\///\/ \/�/\/ DIRECT CONTACT WITH EARTH p 'ff'' MOUNTED A MAX OF 48" ABOVE THE FLOOR, BY OTHERS % \\j��\\u///�//�//\���/�� } _-rr f \ \\\\/i//\\\\v/\//\\�\/// MINIMUM NEC N K• 0 , /� HOME RUN TO MBP K\� /�\ ,/i N \•�\//•/ CONNECTION AREA 0 z V 1c- 110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTED CONCRETE ENCASED SERVICE GROUND i i 0 l MOUNTED A MIN OF 15" ABOVE THE FLOOR, BY OTHERS Q = ;o V SCALE: NONE zz 1- m l I HT-1 Ili HEATER WITH THERMOSTAT, WALL MOUNT _..„/+___ g LL v V WALL REFERENCE ONLY o_w ~q V I IL/ Z dW MAIN BREAKER PANEL NOT APPROVED WITH THIS PERMIT o v P POWER LOCKS _ ~ _ 6_1 WALL MOUNTED SGHLAGE M4gO Q z W ELECTRIC METER ) S y v W 1 5 SENSOR ta 0 W SGHLAGE SENSOR SCAN II - APPROVED CONDUIT K Q N d •^ DELAYED ACTION SWITCH (PUSH BUTTON) CONCRETE ENCASED ELECTRODE _ In/ MOUNTED A MAX OF 48" ABOVE THE FLOOR SEE DET 2 NOTE: NEC 250 OR LOCAL i z n I CODES MAY REQUIRE OR. Di B 0' ii T TIMER FOOTING ALLOW ADDITIONAL GROUNDING JQ m a ~ PLAN SET# t I ELECTRIC SURFACE MOUNTED HAND DRYER FF :A FG q DATE:S464 0 HD 12/18/2015 UNDERGROUND FROM d .I REVISIONS f l POWER SOURCE REV DATE: BY 1 03/04/14 S 4 In 2 05/14/14 GR RISER DIAGRAM 0 SCALE: NONE ° � T O NQ . DAWN BY: RY ( Elj • I • • • • • I r Q 0 7-,.....,„...„.... tilt_ ' ( w I Ar r 1'0 / 7rno [am I. \ Cll 0 j-\ o/ III /% a rn U` 11 OA in 11 . I grnD - © ® Aid d I \-n 'o/ T o rn r-- _ C VIN i ©// '. n N N A �s? 4 I z n II ` ' I /.;1\�v Alt 3 K,,, . -„ ¼LL , nc i d© ®\ 1 r '\ I/'N ii r � i 71 ►: li// " � i _% Lo• • ∎ ROOF LINE ,1 l 11 (11 2 C Z N z Ac _ _ z x � rn • O 0 H O tri G • q n x tai O . 4. b 1 cn m �� ©2013 ROMTEG, G. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT SE REPRODUCED,ADAPTED OR FURTHER r7 �s� Fy -" o DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC.. = ., rn o v PROJECT:2022 SIERRA II COMPACT W/3'6" MECH ROOM !"- par i \ L 1 i ("F D Precision Structural Engineering, Inc. �' ,, ; ,; • DO NOT \ STAM MORTAR JOINT w z � x ✓ v c (YT SLOGK SUMMARY ? i6.- E 6s Count NO Name hi P 0 cRsic0 m2z 119 18 18 8x 16 Smooth Bond , o ce,a m 260 19 19 8x16 Smooth N ro �= § U ��pm 42 20 20 8x8 Smooth End 0 W Sx`1 w 3 21 21 8x8 Split End Q Z �a ADDITIONAL 8' #5 REBAR CENTERED VERT. REBAR PER 2 r ,, 28 22 22 Sx 16 Split Bond IN DOOR HEADER, SEE DETAIL 2/A6.1 DETAIL 1/A5.4 C o „, 4 25 25 8x16 Split Corner FILL CHANNELS AND DOOR m ? a ``` 148 29 29 6x16 Smooth FRAMES WITH MORTAR p O 29 30 30 6x8 Smooth End FIT STEEL MASONRY FRAME ANCHOR CLIPS )- 1 x 63 31 31 6x8x 16 Smooth Bond INTO COURSES 2, 6, 4 10 1 I ' z = 1 I HORIZ. REBAR w 1 O Iji i / ' -'� �,•�` AND HORZ. LAP Q i m V / / i m°�`� rII i� �,,�. PER DETAIL1/A5.4 < 1 W RECYCLE o�;IO '. '% d ° Q Ni RECYCLE ALL USED SHIPPING V I :� / w v I V Z MATERIALS AND LEFT OVER \ 'I / Q 0 v BUILDING MATERIALS \ �'� Q z Will OZ 111--, . -411411)t- .: 21 Ifl Ili PLAGE 2x4'S BETWEEN to U —1 W CENTER VENT IN ALL / DOOR FRAME TO SUPPORT U N Q DURING CONSTRUCTION 1- tn 01 V IU- \ -LEVEL BOTH WAYS kt ∎ < -1 ga tnF= N NOTE i [A • SEE EXTERIOR ELEVATIONS \ - PLAN SET# DOOR AND VENT LOCATIONS i z zz DATE. SHOWN HERE FOR REF ONLY w z 12/18/2013 I- REVISIONS O REV. DATE BY 0 BL 1 03/04/14 IRA INSTALLATION DETAIL m oK SCALE: 1/4" = 1'-0" DRAWN"a'" / SHEET NO Si S I-- -1 Ir n 1 I I I I I I u I C' 0 t1 A1 2q 2q 2q 2q 2q :• (1/ till I rn II u _, ......1 n II 11 n I L LI i I L_ Ir n 11 II u I rn I W I 0 5::. t- _ _ _ - 10 A II Li rn -15'1> — n i cp H II n I L L1 J I L J m (..1/I ©2013 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER W o DISTRIBUTED, AND NO BUILDINGS MAY BE GONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. __ _6 0 5 PROJECT: 2022 SIERRA II COMPACT W/3'6" MEGH ROOM O �$ D Precision Structural Engineering, Inc.]nc f www.info @sWCturel.com O o m SUMMERLAKE PARK RESTROOM €; Klamath Falls .4.,,m-..., 250 Main Klamath Falls,Oregon 97803 o a C N -A.# TIGARD, OREGON Ph one:l�•,,�o�3ooFa�:,54„a5o�233 A TT R051TEC 214 15 www.info @slruclurel.com z m z N V' A z O SHEET TITLE. w BLOCK 18240 NORTH BANK ROAD m PLAN R(�MTEC (541-496-3541 FAX(s41)-49E08o, • c 19 19 1 19 119 119 119 19 19 119 - cv -n — — cp C) of k) 000 — si -n 1 0 rn 3 rnU) ii Nr -29 129 J 29 1 29 I 29 130 — rn 00 cn CD --n 0 0 c � = 01 0z U 6I - A �UlIt CP N -u d 1 A N -rti -b 6 N 0 O rp 19 1 19 119 19 19 , 19 19 19 119 - 18 18 18 18 18 18 18 . 18 15 .Q - u3 CP — — CP U) CP W 0 � el —0 � to —Z — CP 03 A -_30131 131 131 131 131 — 6 N u) W / () — - v —gyp U1 rnrn W > _ — Iti 6 U) �- . 6 18 18 18 18 18 15 18 18 18 / I (.5) , m m U -1 Q IN 2013 ROMTEG, G. ALL RIGHTS RESERVED. THESE FLANS AND DRAWINGS MAY NOT 8E REPRODUCED,ADAPTED OR FURTHER O DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. Ujo - _ o -o PROJECT: 2022 SIERRA II COMPACT 1N/3'6" MEGH ROOM O �g , Precision Structural Engineering, Inc. F N -� wwKlama@a ails O l.com 1 .T1 m Z ,:= ti`' Klamath Faits Office { W m SUMMERLAKE PARK RESTROOM 250 Main Klamath Falls,Oregon 4 0 O `< -N# TIGARD, OREGON ROMTEC 214-15P e:(�N850-6300 tl struccturel1.00m 506233 A m O k) A Z 0 -A- SHEET TITLE: BLOCK 18240 NORTH BANK ROAD �� RC�MTEC (541)-496 ROSEBURG.OR-35411 FAX(549(-498-080_A PLAN I