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Plans • 13 , • 0 o ti,.) > . rn rn ,,_, . A ilZ CS) o H -1S4" (51/ . . o A 7K ---1 rn @ A 0 Tin )11.1111.1m3 .(3\ rn ,- z (11 1.3\ '''I * awl timill .. . 73 m 0 o 0 i I A I (1111.1) r • 1 i flie LTD CS) 8 0 * W 11 . 53 m v (Th q m " ,. k . C-.� '-.\ n ' —1 ©2013 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRA MINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER f j ITT.• 41• QN o DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. I. .',f t=;� - `c o v PROJECT: 2022 SIERRA II COMPACT V 3'6" MECH ROOM '`' �� � � n S Precision Structural Engineering, Inc. � 'C _' � � � ,.,� 0 www.info�strucNrel.com A o m '" M SUMMERLAKE PARK RESTROOM Klamath Falls Office Oregon ;� Z �� iu W ll'T 250 Main Klamath Falls,Oregon 97603 + �7j +'' TIG�4RDr OREGON Phtx»:(541)650-6300 Fez:(541)650-&233 l ,f(_ A O N ROMT'EC 214-15 www.lnlo(r�stntcturel.com T O,_7,. �C A z 0 t, SHEET TITLE: `� (p COVER SHEET 1\ MTEC 78ROSEBURG,OR 974700 fir' ��1- T (541)-496-3541 FAX(541).49&OB03 A IC r .... ,� .�', Y R mT Ec 18240 NORTH BANK ROAD - ROSEBURG, OR 97470 (541)-496-3541 FAX (541)-496-0803 NOTE: �� "}�iiii 3: THESE PLANS AND THIS DESIGN ARE THE PROPERTY / CUSTOMER: CITY OF TIGARD OF ROMTEC, INC. ANY USE OF THESE PLANS LOCATION: 13125 S.W. HALL BLVD. AND/OR THIS DESIGN FOR ANY OTHER PURPOSE \ I� O� •N THAN THE CONSTRUCTION OF A BUILDING SUPPLIED ��� 1 LOCATION: TIGARD, OREGON 9223 BY ROMTEG, INC. IS PROHIBITED. r Y+ 5,,�/' �. GENERAL NOTES: ` 1. THIS PROJECT SHALL COMPLY WITH ALL CODES AND STANDARDS IDENTIFIED ON SHEET G2. ALL WORK SHALL MEET SYMBOL LEGEND SHEET SCHEDULE OR EXCEED INDUSTRY STANDARDS FOR MATERIALS,WORKMANSHIP,ETC. ` / ' 2. CONTRACTOR SHALL REVIE THE DRAWINGS THOROUGHLY BEFORE PROCEEDING WITH ANY WORK. ANY SHEET CONTENTS ` W d 1 <2 DISCREPANCIES FOUND WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC. ill Z CONTRACTOR SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE M CONFLICT WITH OTHER WORK,OR IS NOT © �7Q DOVER SHEET i- v U o o T APPROVED BY COPE,UNTIL RESOLVED BY ROMTEG OR THE ENGINEER/ARCHITECT. eL C x G 1 GENERAL NOTES, SHEET SCHEDULE n r -' o 3. CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKERS COMP.INSURANCE AS PER SPECIFIC REVISION NUMBER SEE I a� STATE MINIMUM REQUIREMENTS. TITLEBLOGK FOR DATE G2 DESIGN CRITERIA d GODS SUMMARY O O t m w 7s y mm zuRaS 4. FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED NATIVE SOIL OR ENGINEER APPROVED FILL.CONTRACTOR TO 8 REVISED AREA A1.1 UTILITY LOCATION FLAN B p c E.8 m I VERIFY ASSUMED SOIL BEARING CAPACITY NOTED. SHOULD SOIL NOT MEET OR EXCEED THE ASSUMED SOIL BEARING CAPACITY,CONTRACTOR TO MODIFY SOIL CONDITIONS TO SATISFY CRITERIA OR NOTIFY THE STRUCTURAL ENGINEER TO A2.1 FLOOR PLAN Q _Q nco V o 2 W ''T,;F' REVISE DESIGN PER CONDITIONS ENCOUNTERED. BAGKFILL AROUND BUILDING TO PROVIDE SLOPE AWAY FROM BUILDING U1 " NOT LESS THAN A 5%SLOPE FOR A MINIMUM DISTANCE OF 10'FROM THE BUILDING,PER 2009 IBC 1804.3. ,I A2.2 ADA CLEARANCES s A E 5. CAST-IN-PLACE CONCRETE: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 4"*/-1"SLUMP,WITH MAX 3/4" O A23 INTERIOR ELEVATIONS u� W � Yf� W AGGREGATE,AND TESTED IN ACCORDANCE TO MEET AGI 318. FINE BROOM FINISH INTERIOR SURFACES AND EXTERIOR POOR NUMBER-SEE V IL 1 APPLICABLE SCHEDULE 1- SLABS. JOINTS REQUIRED IN FLAT WORK,SEE SHEET A5.1 FOR REQUIREMENTS. A3.1 EXTERIOR ELEVATIONS z GMU BLOCKS ARE MANUFACTURED TO ASTMG90-02 STANDARDS WITH A MIN GOMPRLS�IVE STRENGTH Fm =1500 PSI. �� A3.2 EXTERIOR ELEVATIONS 0 F C a ALL CMU BLOCKS MUST BE FULLY GROUTED AND NOT BE WETTED. MASONRY(CONCRETE)GROUT: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 9"+1-1"SLUMP,WITH MAX 1/2" N ..,-, AGGREGATE,AND TESTED IN ACCORDANCE TO MEET AGI 318.FINE OR COURSE GROUT MAY BE USED IN ACCORDANCE A3.3 EXTERIOR SIDING DETAILS V K .6 F WITH 2009 IBC. VENT NUMBER OR �- c J - WINDOW NUMBER-SEE A3.4 EXTERIOR SIDING DETAILS m o. 6. ANCHOR AND MACHINE BOLTS SHALL SE ASTM A307. SCREWS AND MACHINE BOLT CALLOUTS ARE MINIMUM SIZE {�•1 ALLOWED,ACTUAL SIZE MAY VARY.TS STEEL BEAMS SHALL BE ASTM A500 GRADE B,Fy=46 ksl.WIDE FLANGE BEAMS 20 APPLICABLE SCHEDULE A4.1 BUILDING SECTIONS 0 o SHALL BE ASTM A992,Fy=50 ksi. STEEL PLATES 4 SHAPES SHALL BE ASTM A36,Fy=36 ksl. CONCRETE REINFORCING A4.2 BUILDING SECTIONS )- 1 STEEL(RESAR): 60 ksl.(GRADE 60). WOOD FRAMING SHALL BE#2 4 BTR DOUGLAS FIR,UNO. GLU-LAM BEAMS SHALL BE GRADE 24F-V4. DETAIL NO �N INTERIOR ELEVATION A5.1 FOUNDATION FLAN x - p 1 QUESTIONS CONCERNING MATERIALS OR CONSTRUCTION CONTACT ROMTEG TECHNICAL ASSISTANCE AT 541-496-3541 SHEET NO �VW REFERENCE O z 11% A3.2 FOUNDATION DETAILS v 8. ROMTEG SCOPE SUPPLY AND DESIGN SUBMITTAL(5505)IDENTIFY SPECIFIC MODEL,MANUFACTURER d BRAND OF ALL A5.3 FOUNDATION DETAILS w , PLUMBING AND ELECTRICAL FIXTURES AND ACCESSORIES.REFER TO THE SSDS FOR SPECIFIC LIST OF ITEMS SUPPLIED a 11I 1 O BY ROMTEG,ANY ITEMS NOT LISTED IN THE SSD5 IS ASSUMED SUPPLIED BY THE INSTALLER. ® AS.4 WALL CONNECTION DETAILS Q M = CL 9. THE OWNER/CONTRACTOR MAY EXERCISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONED DETAIL REFERENCE A6.1 DOOR SCHEDULE d DETAILS Q 1- m I - ACCESSORIES AND FIXTURES(E.G.,LIGHTS,COMFORT HEATERS,ETC.) ALL to O w W A8.3.00 A6.4 VENT SCHEDULE d DETAILS z Ix }- V u! j ABBREVIATIONS A�.1 WDOD FILLER WALL DETAILS 0, Q Y R A8.1 ROOF FLAN Lu W 1 X� Z Lu AB ANCHOR BOLT L STRUCTURAL STEEL ANGLE SD SOAP DISPENSER ^l -a° A8.2 ROOF FRAMING FLAN Q O N AFF ABOVE FINISHED FLOOR LAV LAVATORY SIP STRUCTURAL INSULATED PANEL - - BUILDING SECTION ATS AUTOMATIC TRANSFER SWITCH LF LIGHT FIXTURE SJ SAW JOINT A8.3 ROOF PANEL CONNECTION DETAILS Q z lit W w CZ 1-ill BOT BOTTOM MBP MAIN BREAKER PANEL SM SHEET METAL UJ BP BREAKER PANEL MD MAIN DISCONNECT S4S SURFACED FOUR SIDES A8.4 ROOFING DETAILS > S ii v W w CJ CONTROL JOINT MIN MINIMUM SS STAINLESS STEEL E [1l J 0 ,D al CO GLEAN OUT MIR MIRROR SST STRUCTURAL STEEL TUBE P1 PLUMBING PLAN w )_ pi CMU CONCRETE MASONRY UNIT MO MASONRY OPENING TBD TO BE DETERMINED 0 P2 PLUMBING RISER DIAGRAM e/ a O 11-1 Q IL db NOMINAL BAR DIAMETER MR METAL ROOFING T&B TOP 4 BOTTOM A8.3.00 �' 01 w ENLARGED DETAIL El ELECTRICAL SCHED 4 RISER OD DIAPER DECK MS MILD STEEL TLT TOILET a REFERENCE - U V < E DIA DIAMETER ND NAPKIN DISPOSAL TP TOILET PAPER DISPENSER �, 7 E2 ELEGTRIGAL PLAN E O .n w DISC DISCONNECT NTS NOT TO SCALE TS TIMER SWITCH �' J K V 1 F- 2 EM ELECTRIC METER OC ON CENTER TSCD TOILET SEAT COVER DISPENSER _ B1-1510 BLOCK PLAN -1 m a co EW EACH WAY OCEW ON CENTER EACH WAY TYP TYPICAL I I V PLAN SET# FD FLOOR DRAIN OSB ORIENTED STRAND BOARD UNO UNLESS NOTED OTHERWISE 1 z Q DATE: FF FINISHED FLOOR P PHOTO EYE VB VAPOR BARRIER ` / V z ATE. 2013 FG FINISHED GRADE FCC PORTLAND CEMENT COMPANY VTR VENT THROUGH ROOF ‹- FRP FIBERGLASS REINFORCED PANEL PL PLATE WH WATER HEATER REVISIONS GB GRAB BAR PSF POUNDS PER SQUARE FOOT WWM WOVEN WIRE MESI1 0 Ems. GATE BY GLB GLUE LAMINATED BEAM PSI POUNDS PER SQUARE INCH W/ WITH R�GYGL V 1 03/04/14 Rr+ HB HOSE BIBB PT PRESSURE TREATED m [D 2 03/18/14 RW HD HAND DRYER PTO PAPER TOWEL DISPENSER 6 P - HM HOLLOW METAL(DOOR) PV PHOTO VOLTAIC RECYCLE ALL USED SHIPPING ODRAWN BY: HTR HEATER. R4S ROUGH FOUR SIDES MATERIALS AND LEFT OVER - SHEET NO. HYP HYPOTENUSE REOD REQUIRED BUILDING MATERIALS 1 03/04/2014 RW ALL SHEETS I.S. INSTALLER SUPPLIED RO ROUGH OPENING REV. DATE BY DESCRIPTION G 1 ` KSI KIPS PER SQUARE INCH SCH SCHEDULE - ,. CODES AND STANDARDS 'n=Y. '© I , I. ,,,1:• 2010 OREGON STRUCTURAL SPECIALTY CODE,BASED ON 2009 INTERNATIONAL BUILDING CODE ` 4P" �41b ```; 2010 OREGON FIRE CODE • SPECIAL INSPECTIONS,CONTD PE 2011 OREGON ELECTRICAL SPECIALTY CODE,BASED ON 2011 NATIONAL ELECTRIC CODE I G 2010 OREGON MECHANICAL SPECIALTY CODE,BASED ON 2009 INTERNATIONAL MECHANICAL CODE 4 2004 IFGG MASONRY CONSTRUCTION:LEVEL 1 (PER TABLE 1704.5.1 IN 2009 IBC) "�,, o.._ •N 2011 OREGON PLUMBING SPECIALTY CODE,BASED ON 2006 UNIFORM PLUMBING CODE "1p \Cr .,w 2010 OREGON STRUCTURAL SPECIALTY CODE,BASED ON 2009 INTERNATIONAL ENERGY INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE CRITERIA INSPECTION LOCATION �!;"� `-� ; t: .' /3 CONSERVATION CODE - 'a'', CONTINUOUS PERIODIC IBC SECTION I ACI 530/ASCE ACI 530.1/ASCE INHOUSE FIELD `'` ■ 5/TMS 402 6/TMS 602 L , ._ 4• ACI AMERICAN CONCRETE INSTITUTE,ACI 318,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' . PROPORTION OF SITE PREPARED MORTAR - X - - ART.2.6A ' - X \.., ACI AMERICAN CONCRETE INSTITUTE,ACI 530,"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" _ Z r ILI AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LOCATION OF REINFORCEMENT AND CONNECTORS - X - - ART.3.4/3.6A - X I U "STEEL CONSTRUCTION MANUAL,13TH EDITION" - 'D )� m 0 X - - ART.3.3G - X X M A x c� SIZE AND LOCATION OF STRUCTURAL ELEMENTS - O G m ,T GODS SUMMARY: .w SEC.1.2.2(e) .q lL N E m E a o.a TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING DETAILS OF ANCHORAGE X - SEC.2.1.4 - - X w O .0 S 6 �_E OCCUPANCY TYPE: U OF MASONRY TO STRUCTURAL MEMBERS,FRAMES OR OTHER CONSTRUCTION. SEC.3.1.6 L z b0 E a x 2 Y CONSTRUCTION: VB "=LL z AREA:209 50 FT 0 W-s t 8 A U AREA ALLOWABLE: 5,500 SQ FT SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT - X SEC.1.3 ART.2.4,3.4 X �J g N c HEIGHT: 1 STORY gV i %ii W HEIGHT ALLOWABLE: 1 STORY PROTECTION OF MASONRY DURING COLD WEATHER(TEMPERATURE BELOW 40°F) X SEC.2104.3 - ART.1.8C,1.8D - X v �'" OCCUPANT LOAD:4 OR HOT WEATHER (TEMPERATURE ABOVE 90?F) SEC.2104.4 D D Q Z - r,g Q :: a ry GROUT SPACE IS CLEAN - X - - ART.3.2D - X - 0 DESIGN LOADS it K .0 „` y ROOF:SNOW LOAD 25 P5F - `' °• y E PLACEMENT OF REINFORCEMENT,CONNECTORS AND ANCHORAGES X SEC.1.3 ART.3.4 X IO 2 G1. y,;; � _ J ROOF: DEAD LOAD 10 P5F I- WALL DEAD LOAD 51 P5F l 0 O IBC SEISMIC DESIGN CATEGORY D PROPORTIONS OF SITE-PREPARED GROUT - X - - ART.2.6B - X DESIGN WIND SPFFD 95 MPH, EXPOSURE C. � 1 O ALLOWABLE SOIL BEARING 1500 P5F 0 CONSTRUCTION OF MORTAR JOINTS X - - ART.3.38 - X Lil tn W zQ SEISMIC DESIGN DATA: WIND DESIGN: Z II 41 Q GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X - - - ART.3.5 - X 111 AND CONSTRUCTION DOCUMENT PROVISIONS Q `W 1 O OCCUPANCY CATEGORY: II IMPORTANCE FACTOR: 1.0 IMPORTANCE FACTOR: 1.0 WIND SPEED= 95 MPH DOCUMENTS AND THE REQUIRED ROVED SUBMITTALS VISIONS OF THE CONSTRUCTION X - . ART.1.5 - X 1). r m- L0 0 SS: 0.929 EXPOSURE C W S1: 0.337 INTERNAL PRESSURE COEFE_ - ±0.18 'q < V H kn F lV z- 111 ttlii STEEL CONSTRUCTION (PER TABLE 1704.3 IN 2009 IBC) W V v Q SITE CLASS: D FS- = w0 zs ILI SDS: 0.699 VERIFICATION AND INSPECTION FREQUENCY OF INSPECTION REFERENCE CRITERIA INSPECTION LOCATION 0 QVZ Q sot: 0.388 j WW/ J 0 Q Q CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE INHOUSE FIELD SEISMIC DESIGN CATEGORY: D LU Q N H I Ory w R=5 IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED S H IN THE APPROVED CONSTRUCTION DOCUMENTS - X AISC 360 SECTION A3.3 . X - - IV a BASE SHEAR: V= 0.140N Qr ' I� J) � _ MANUFACTURER'S CERTIFIED MILL TEST REPORTS - X - X Q e a N m PLAN SET# BEARING WALL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALL MATERIAL VERIFICATION OF WELD FILLER MATERIALS: IDENTIFICATION MARKINGS TO AISC 360 SECTION A3.5 X Z z 18464 CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. p DATE: ANALYSIS METHOD: EQUIVALENT STATIC FORCE METHOD ° Z 12/18/2013 COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X - AWS D1.1 1704.3.1 X - REVISIONS REV SPECIAL INSPECTIONS 1 DATE: BY 1 05/04/14 RYV SINGLE-PASS FILLET WELDS<5/16" - X AWS D1.1 1704.3.1 X - 01 03 2 03/15/14 RY CONCRETE SPECIAL INSPECTION NOT REQUIRED PER IBC 1704.4 O N N. DRAWN 8Y: EXCEPTION 2.3 [FOOTINGS) NSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPL ANCE WITH APPROVED X 1704.3.2 X ©Q RI/NI EXCEPTION 3 [SLAB] CONSTRUCTION DOCUMENTS: SHEET NO. 62 i r OWNER/INSTALLER: NOTE: }#'mil ' ROMTEG 15 NOT RESPONSIBLE FOR AND DOES NOT PROVIDE A SITE PLAN. ADD THE ARCHITECT/ENGINEER 15 NOT RESPONSIBLE FOR ANY SITE DESIGN OR FOLLOWING INFORMATION TO YOUR SITE PLAN OR AS REQUIRED BY LOCAL BUILDING ENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANY >,L4° °v OFFIGAL: ISSUES RELATED TO THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TO / y 1. LOCATE PROPERTY LINES d ADD PROPERTY DESCRIPTION ACCURATELY LOCATE THIS BUILDING, SET FLOOR AND ADJACENT 2. LOCATE ALL UTILITY TIE-INS (ELECT, PLUMB, ETC) ELEVATIONS, DETERMINE SITE IS SUITABLE FOR CONSTRUCTION, VERIFY ALL 3. SHOW TRUE NORTH ARROW UTILITIES, ETC. �". -0N t'.1Y 4. LOCATE ANY EASEMENTS \' t 1 5. LOCATE ACCESS TO PROPERTY OWNER/ CONTRACTOR: �>1�' fie' 6. LOCATE EXISTING WALKS > PLEASE REVIEW AND CONFIRM THE SPECIFIED FROST DEPTH ON SHT A5.2 yrg F„� a 1 LOCATE PERMANENT LANDMARKS (ROADS, STREAMS, RIVERS, ETC) —__.--„ . ., - 8. SHOW DISTANCES TO LANDMARKS AND/OR PROPERTY LINES NOTE: � .Q 9. LOCATE AND IDENTIFY OTHER STRUCTURES ON PROPERTY ROMTEC BUILDINGS ARE DESIGNED TO HAVE 40-60 P51 WATER PRESSURE FOR THE \...—_ 10. VERIFY MINIMUM SOIL BEARING PRESSURE OF 1500 SF PLUMBING FIXTURES. IF THE SITE HAS A PSI OTHER THAN THIS, IT 15 THE OWNERS w z r 11. VERIFY SOIL CONDITIONS ARE SUITABLE FOR. PROPOSED CONSTRUCTION RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER OR BOOSTER PUMP NECESSARY. 2 ° -°"a O a2_o 2. O aS gti IL Ili E ca�E eo`? O gES'38 mw34 C Qo7c1VM U UNDERGROUND ELECTRICAL E 8 c. SERVICE, TIE INTO EXISTING, 1-.5 Y Y N w VERIFY REQUIREMENTS w TO SEPTIC OR SANITARY o e l SEWER SYSTEM AS READ `C N BY OWNER ° d l_- 1 � � o U • OWNER TO PROVIDE m = ACCESSIBLE BACKFLOW / BACKWATER CHECK VALVE EM O , AS REQD k����������������5���������� �\ s .r .:, ,_ .- 0 G.O. 4” SEWER ,\ `� a _ ss S \ SS ss®FD ss BP�'\ ,.,c.o. ? 0 � / O W r� w w' . w w o I WATER SERVICE 0 \ • "8 • \ m E— 0_ INTO BUILDING %/ j/ / /%/. z W [n LI- ° 11-- OWNER CONTRACTOR O (i) \ w < v IV TO PROVIDE VALVE BOX = v z O BACKFLOW PREVENTION II \ 1— S 4 SYSTEM DRAIN VALVE ®FD � FD ® '\AS READ U 1 > : Y K w TOTAL: 9"1 WSFU \ w —1 O PIPE SIZING: 2009 NSPG 0 I O ll W = N Q �N L. NI lb. -4 In- a NFN PLAN SET# ° 18464 z z z Q DATE: ° .1 12/18/2013 REVISIONS ° REV. DATE: BY V 1 03/04/14 RI/1 (n O cz N U� DRAWN BY UTILITY LOCATION PLAN oQ Rw SHEET NO. 0 SCALE: 1/8" = 1'-0" PLAN NORTH 1 1 ...) • • 0 42" i1 / c 36' / O 2�„ CO 4113) cu im it CLEAR O = oa b (S) s. it A I a 0 40" MAX /0 i- 0 A A z - m iFT}II J 0 I 0 1 1 • All g "I iO` w t o 1i: N, QN A l[th r 9 ��������������` o��� ® rn /�1 x Ill c - - A 1 g u' ° i 3_4 g c ' 0 ..� • 0 N— rn x Z I d `'`° - X r ill •. —i 40„ MAXA rn 0 .wIP 0 I r 0 t=i 0 i 141170-1 -1> a 21” MIN Ill rn Ci2 9" MIN. V.) i X II il' 1 _ - 29' MIN. • 3 Z 34" MAX./ 1 Q' m -1 Q 2013 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER ,..,-.k.%, �. \•o DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. v 10` u, D v PROJECT:2022 SIERRA II COMPACT W/3'6" MEGH ROOM - 1� Precision Structural Engineering, Inc. 1 �. • mN m, SUMMERLAKE PARK RESTROOM °'�;�°� 'Loom =�52` 5[ < -N Prone 541)850-6300 Fur.((541)050.6233 \.,�/ A TI G RD, OREGON ROMTEC 2I4-15 (ennv.Info®sv cure1.co (..cf,' ?A z O �, SHEET TITLE: 18210 NORTH BANI(ROAD �J� 3< U ADA CLEARANCES R MTF,C (541}4ee4541 FAx(s41)-4ee-0503, SMOOTH WASHABLE SURFACE REQUIRED PER LOCAL yF-�.•0 CODE UP TO A MIN 48" 1 ABOVE FINISHED FLOOR BEHIND ALL PLUMBING i FIXTURES AND ADJACENT WALLS (AS TO LOCAL CODE REQUIREMENTS). - • RESTROOM WALL FINISH: EPDXY PAINT (BY OTHERS) ` r 1a SLAB TO CEILING OVER BLOCK FILLER (BY OTHERS) SLAB TO CEILING. ALL OTHER INTERIOR WALL FINISH: EPDXY PAINT (BY l ATE: /D// t ., J OTHERS) SLAB TO CEILING. \... I ur K G 1p MESH VENT, TYP 4 6" FILLER WALL `L i a ii.: WIRE WEAVE ME EN ( ) O ._ REFER TO SHEET A6.4 FOR SEE SHEET A1.1 FOR DETAILS O t P i DETAILS ..:: O� LIGHT z g f I z 1 / 14 i c n5 Iti Ir // m < U l' GB18 '� a ^J HD HD H O •TLT k/ 2" z' �/ o TSGD GB42 - \ �GB36 LAN/� i I ri\ ADA I� �- t z x I=� , --wil (I) ! al- ‘' ° III/ ,l, SOUTH WEST NORTH EAST Z .n m I- Q � 1,18"1, X16"/ z 1 IL k) LAV GUARD L v V z z ADA INSULATION Z s < o lx INTERIOR ELEVATION 0 m �LA 0 zW SCALE: 1/4" = 1-0" } in ' o wOC w W K :921 n a _ w N SET# z o PLAN 18464 — Q DATE: Q 12/18/2013 REVISIONS O . ogre . ii 1 03/04/14 R" cn _ 2 08/14/14 GR. OK N ORA BY: Oo V RW SHEET NO. A2.3 (7 r � ... - 1 • WIRE WEAVE MESH VENT jib �"'+"i' . • TYP (4) REFER TO SHEET 3" VTR, TYP. (2) •"i' �,���:"..�'.. A6.4 FOR DETAILS 7 +`14 Ail' 2x6 GABLE FASCIA =:..- ' to C,. -ON • . ..:............::...:1 :GLULAM BEAMS ' : — — — ` b r WALL MOUNT LIGHT, TYP ��� — �� 1 1 02 -l< II / O. UNISEX ISA WITH BRAILLE SIGN x• z . o o — O PER ADA 4 LOCAL CODES 2 W - O 1 I 2 O , O °° M'' E° •• , @ _ `� I SIDING OVER 8" x 16" SMOOTH FACE o m, i E- I / \ 9 I MORTAR JOINT GMU CONCRETE BLOCK u@ c g a d,s z, I— I \i,1 WALLRUNNING BOND PATTERN, REBAR le z 741.11 I REINFORCED v if amourem � L FG GONG WALK / II FG u� u,Y,,m, W . <,..,. v ` di',iii 16' 0" a F o • z WALL TO BE REINFORCED c a 1x4 PT FURRING STRIPS VERTICAL o WITH #4 REBAR 8" 0.0., VERTICAL 4 HORIZONTAL w w ( @ 16"oc HORZ- TOP AND BOTTOM ■! ■l•es ®� m a FASTENERS 1/4" x 3" SPLIT . � SOUTH ELEVATION 1-- ANCHOR BOLTS @ 16"oc MAX. 0 ® � ! z ® SCALE: 1/4" = 1'-O" 4 1 Z I®.I®.®r STANDING SEAM METAL ROOFING J r3" VTR, TYP. (2) i 1- v SMOOTH FACE II. � I 0 REINFORCED CMU WALL !Ill•MO.1 r Q m ®m .Y= NOTES: N o W 8„ 1. TRIM BOARD AND BATTEN EXTENSIONS z v H- Q/ BOARDS MUST BE 3'-0" OR LONGER a d a �[ AND MITERED 30° - 45° @ JOINTS. w n V/ Z 0 wv � 0 2. FASTENERS (EXCEPT FOR SPLIT ANCHORS) ARE = 3 O 1NALL DETAIL FURNISHED BY CONTRACTOR. SCALE: 1/4" = 1'-0" 3. FINISH 15 BY CONTRACTOR. VERIFY ALL WITH OWNER. z < W W W j ELECTRICAL METER > S iX N[ V � W 1x4 PT FURRING - ATTACH WITH 1/4" X 3" SPLIT (BY OTHERS) w w < 0 W ANCHOR BOLTS @ 24"oc ��. I fa N -I "1/16" O5B SHEATHING - ATTACH WITH 1 1/4" STAPLES L p uj Q r w PERIMETER @ 8"oc, BODY INTO FURRING @ 16"oc i to A- F HARDIE LAP PLANKS '1" REVEAL - ATTACH WITH 1 3/4" v-a, ? W W ROOFING NAILS @ 16"oc INTO FURRING 2 a tSI H . HARDIE TRIM PIECES - ATTACH WITH 2" FINISH NAILS j @ 8"oc, COUNTERSINK 4 FINISH O PLAN SET#FG WALK t -.,•. :•.,1..:;. 1 '.:,..,.1...... :;.: ,.:..,.4.. -1.,. ::1:: ` GONG WALK z Q DATE: 'i`i,.., , Q 12/18/2013 �'�~ 12�-8" </ y REVISIONS O REV. WTE: BV ✓ n 1 03/04/14 RYA (11 ID 2 03/18/14 RYA 0 EAST ELEVATION OR�wNer © RW SCALE: 1/4" = 1'-0" SHEET NO. A3. 1 —ii — — / prize....,,,.. hr ��. _it //„ d 4 4 t\ 4q W/yy HARDIE PLANK LAP SIDING i /4.5 a.. • / %1 ` . ° / �/ TOP SHEET ' -a d- . L M,� 7/16 OSB SHEATHING , / a ° [ea SIP AnOfN OAiE: Io /(e 1x4 PT FURRING HORZ I ° d / �( . ° C v AT SHEATHING JOINTS ill. / _/ v . . - 4 K v _C &�X Z-METAL FLASHING BEHIND TOP Imp% AP ' 6 " ' I 2 . i i I SHEET OF OSB SHEATHING Mi 1' d° K S i R IN FRONT OF LOWER SHEET pp r % ° °s g 3 / O gg�_ In d 15 BLDG. PAPER / /. d d < O (Hill EATHING / ° II l •LOWER SHEET / ° ia 0_ 21 1/16" OSB SHEATHING 1$ / . a 11 HARDIE PLANK LAP SIDING ���®\ / 2 o N_, , t ci I • . . . a) p., 11 a 91/4" xq1/4 X1" 1 _• :•; ..� SHEATH ING INTERFACE PET SIGN BACKING TO Q 1- - 4 MOUNT SIGN 4 3 SCALE: 3" = 1'-O" 1 K p (1- Adi SIGN MOUNTING �, . ' � o BRACKET ��' . , +`_• • :; Q m m K 1X4 PT FURRING 1X4 HARDIE TRIM - SIGN BACKING 15# BLDG. 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Q r 1 K' I' I RESTROOM WALL FINISH: EPDXY PAINT (BY OTHERS) < I O CONCRETE SLAB PER PLAN II I I p ill SLAB TO CEILING OVER BLOCK FILLER (BY OTHERS) Z 1 A5.3 dj 11 SLAB TO CEILING. ? v Q a I _ / . II ALL OTHER INTERIOR WALL FINISH: EPDXY PAINT (BY c.- l Q qv �I --. / \ II OTHERS) SLAB TO CEILING. D uLI m V F6 / I III FG Q 7, 1-1 I> I �� 4 Y cpLp�� 16'-0" /��i4`�`�i x 11-1W 1 CI z s < o z Z kD 0 6z w w Q � UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL > S ` Y re - w OR 12" FILL COMPACTED OR 6" FILL COMPACTED m N < 0 f1)ID TO 90% ASTM D 1557 TO 90% ASTM D 155-1 w rn N TO MEET OR EXCEED ALLOWABLE TO MEET OR EXCEED ALLOWABLE tn I O w-1 Q w BEAR PRESSURE ON SHEET G2 BEAR PRESSURE ON SHEET 62 li in N 1 L3 Z r UI I1�G 5EGTION < ri - ° �"= 0 B LD PLAN SET# SCALE: 1/4" = 1'-O" z Oz 18464 Q DATE: L) 4 12/18/2015 REVISIONS O REV. DATE: BV InL/ 1 03/04/14 KY( mmN O DRAWN BY ©el RW C SHEET NO. 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WALK n / II / Inl� • m j 1 � v Ili. •°1�° .i \ • �. 104..�*, a_ tQU a �L / 12-8" / UNDISTURBED NATIVE SOIL H = a- Ia z _O OR 12" FILL COMPACTED z 1 Liu Q I UNDISTURBED NATIVE SOIL TO 90% ASTM D 1557 > S w V Q m N OR 6" FILL COMPACTED TO MEET OR EXCEED ALLOWABLE w ro J TO 90% ASTM D 1551 BEAR PRESSURE ON SHEET G2 } n -1 TO MEET OR EXCEED ALLOWABLE _ 7 0 a BEAR PRESSURE ON SHEET G2 CI E3UILDING SECTION 9 SCALE: 1/4" = I-0" PLAN SET# z o 18464 Q DATE: o Q 12/18/2013 REVISIONS p REV. DATE: 8Y lfl n 1 03/04/14 RY'1 mIn ZS K N DRAWN BY: OQ R14 SHEET NO. A4.2 f . U'1c: NOTES: r.. . E V 1. FINISH FLOOR SLOPE TO DRAIN @ 2% (1/4" PER FT) MAX 4 . / � •, 1% (1/8" PER FT) MIN, UNO ' ! 3P, 0 2. VERIFY SIDEWALKS W/ OWNER 7i i3 3. PROVIDE BLOCKOUTS FOR PLUMBING, MECHANICAL, 4 ob'cE 'N ELECTRICAL AS REGD. GO-ORDINATE YV SUBS. y. 4. DO NOT VIBRATE GROUT, AS DAMAGE TO THE GMU MAY `°- vj+� 16'-O" BULDING ' / / RESULT. USE A REBAR TO ROD THE GROUT. _ ? 5'-Q" 5. SLUMP 15 TO BE 4" +/- 1" '� _.\_t 6. REBAR MIN. BEND SHALL BE NOT LESS THAN 6db INSIDE DIA. AS PER AGI 318 SECTION 7.2 Z. SAW JOINTS BY CONTRACTOR. SLAB APPEARANCE IS A 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 v c OVER 6" ENGINEERED FILL p LOCAL SOIL CONDITIONS. INCREASE DEPTH OF FORMED Ilk qir in 3' 4" 2'-O" CONCRETE AS RECD. 0 0 a s 0 m / / G. CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES 15 TO w E o e g MO BE LEVEL AND SMOOTH. O mss -s (1_ z �o°„.LL a \ \ \ _ \ 10. UNDER FOOTINGS: ALLOWABLE LOAD BEARING O w LL LL o 2 I [:-::: -. _:_: UNDISTURBED NATIVE SOIL OR LESS THAN 12” FILL Z �'ot A"a U - ` ' `� ' 7 COMPACTED TO q0% ASTM D 1551. 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MORTAR BED W/ "HYDRATITE SIM 'SEE DETAIL 4/A6.1 FOR ` PLUS" MORTAR ADMIX / n \ �R SLAB PSL AFB 1 REBAR /4i ; SLAB THRESHOLD DETAILS ° \ • .\ p • I i .s Ip 15 yqc ° p • REBAR IN SLAB AS PER j--- A, k 3,P rt. `` SLAB PLAN SHEET A5.1 ` -A,- ',L R .►�� , O TOOL JOINT AT SLAB \ �, EXTERIOR SLAB, 1 „ �t- f`ILl 1/2 X3/8'W4FILL J ° w ° SLOPE AWAY @ 1/4":12" iy > • ` :AIi W/SELF LEVELING d °°° o °o n � - . .• ° •° i le' (:),0 00 0 ° Z V '<§. –4— �— ° POLYURETHANE SEALANT o O / / o o ° X w z MI 44 4 • to ° \/\ ° 1 ° ° °o = — 4 4 Q \\/\\ a.. d ° ° V G EZ O + IL d t7 r. 1• `• ** M' ad a \ .� • °.• 00 06 \ ez •� s 0 FINISH GRADE, 5EE / a a d 30# FELT BOND Z Z \// / 4.a ° , 1 131 ° NOTE #4 SHEET G1 APPROX 3/8" d e I e BREAKER, HOLD _ - k\ \\ !: ,d a .. 12 MIN e � _ • • w : c r . 1 1 • .- _. 5" GONG. SLAB W/ 6 x 6 ��`�'�` (2) *5 REBAR CONT 10/10 WWM OR #5 REBAR j, ) 18" OCEW CONTRACTORS J FINISH GRADE OPTION, SLOPE AWAY •- o N FROM BLDG. 1/4" : 12" UNO A,.*fin ..15, 1ya1 ,, N.A v .. . 4 _ i it a . 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FILL WITH EXPANDING v. c■. .d JOINT COMPOUND. �� �� o�4� d P - if Q Q AT CONTRACTOR'S OPTION �- a W '!1► Z CONTROL JOINT MAY BE TOOLED ° > Z Y, it a L DURING CONCRETE FINISHING 0 0 4 a .a • �'• d°� IKu Q Q O o O C - d d O :oQ } (+� it m ° O O w G d°0 0 0 a N it 111=111=111=1 1=111=111=111=111 -111=111=111=111=111=11 1=11 1=111 1 i ' _ I 0 v s— dl i —� a ' I,;III—III III III=1 I I III=1I I—III—I 11=11-1I I—I 11=1 I I—I I I_1 o W • �—III— I I 11-111-111-111-111-111-111-111-111-111-111-11 � _ a � F AO2 'o 0 s 0 000 •;. NATIVE SOIL OR FILL / / p PLAN SET# V0��• .•i•O 0 — GRAVEL FILL COMPACTED TO q0% ki z DA 15464 SLAB AT INTERIOR YELL 12/18/2013 � ��+ JOINT I1�T THICKENED REVISIONS IT rev. w� Er i o m _ ] ' 09/19/14 R M SCALE: 1" = 1-0" SCALE: 1' = 1-0 DRAWN BY O0 RW C SHEET NO. ` A5.3 r - 1 Nia_ TYPICAL HORIZ REBAR �I. ,.,= • Nuativ TYPICAL HORIZ REBAR \ 1 PER DETAIL 1/A5.5 • 7 'd s,''�,,.• PER DETAIL 1/A5.5 GUT NOTCH IN BLOCK \ WITH ALTERNATING 90° BEND ,,, .� � > F, CUT NOTCH IN BLOCK \ WITH ALTERNATING 90° BEND AS NEEDED \ TYPICAL VERTICAL REBAR "�`'` PE AS NEEDED � PER DETAILRI/A5.5 REBAR TYPICAL HORIZ REBAR � PER DETAIL 1/A5.5 /• �) \ \ SEE SPLICE NOTE i►' R£ N TYPICAL HORIZ REBAR :;ia SEE SPLICE NOTE PER DETAIL 1/A5.5 \ PER DETAIL 1/A5.5 A 411.15, ICI_ PER DETAIL 1/A5.5 ' `� ` PE R DETAIL 1/A5.5 % //////////%//%P 'i iV /%%/%/..'%///////////// .1. 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OUTSIDE OF WALL 1Il NOTE: REBAR INSTALLED AS PER ACI 530-08 NOTE: REBAR INSTALLED AS PER AGI 530-08 I K 0O in y ..~'�''' �'I�;: '`:°:, •- TYPICAL HORIZ REBAR •`�•e-''' " WITH 90° BEND DOWN d REBAR PLACEMENT 6 REBAR PLAGEMENT? o 11- Lij U- PER DETAIL 1/A5.4 SCALE: 1" = 1'-O" SCALE: 1" = 1'-0" w I 0 CZ Ci MORTAR JOINT Q = m ~ � ow 3 GMU YVALL END DETAIL GMU REBAR SCHEDULE 0 SCALE: 1" = 1'-0" REBAR MIN. LAP BEND R . GMU REBAR NOTES: 11 P V Z 0 tt4 24" 3" MIN. - BENDS: MIN. INSIDE BEND RADIUS SHALL i S < 0 ~ to #5 30" 3-3/4" MIN. t = (1_ Q J BE NOT LESS THAN 6d AS PER \!�\ TYPICAL HORIZ REBAR VERTICAL #4 REBAR @ 32"oG ACI 530-08 SECTION 1.15.6 z 111 W Q ®� r.., PER DETAIL 1/A5.4 ° HORIZONTAL #4 REBAR @ 32"oc. '� - SPLICES: LAP SPLICES ARE PERMITTED w S v 0 Ii ii.ALTERNATING 90 BEND #4 REBAR ALL SIDES OF OPENINGS li AS PER ACI 530 08 SECTION 2.1.9.'1 m J TYPICAL VERTICAL REBAR (2) #4 REBAR ABOVE 4 BELOW MINIM V Oq „,v (] 1 _ \ PER DETAIL 1/A5.4 MAJOR OPENINGS �`—I w kil O\ II\\\\N TYPICAL HORIZ REBAR (2) #4 REBAR TOP COURSE n—`• T,P• R>ngAR _� '2 1 x PLACEMENT DETAIL a N Allk SPLLIICDEELAP WITH 0° BEND WALL DETAIL '•� 61.....vimmin o \'�\����'.\ © GMU END O PLAN SET#Kil.\I Mein i %�//////////%�////////////% NOTE: HORIZONTAL REBAR TO GO n_ i� 1^NALL DETAIL z Q DATE: lair� AROUND ERTICAL RD NAFORCEMGORNERS ••-fl 1st COURSE HORZ. d 12/18/2013 \ ®a WITH S DARD BE �-■� REBAR BEND UP REVISIONS \\\\\\\\\\\\ /////////////////////////��%////////////�//////////////D� AND HORZ REBAR TO BEND DOWN AND 0 "EV. °"E: BY i��„ F.F. R' m 1 05/04/14 RY'1 MORTAR JOINT LAP VERTICAL REBAR AT ALL OPENING m_ 2 03/18/14 RYV LOCATIONS AS PER DETAILS THIS PAGE. 0 K 1V DRAWN BV: GMU CORNER DETAIL GMU REBAR LAYOUT DTL (Do Rw SHEET NO. SCALE: 1" = 1'-0" SCALE: 1/4" = 1'-O" A5.4 DOOR SCHEDULE ,:j.. ., , HARDWARE DOOR .1,f+: NO. SIZE (WxHxT) DOOR FRAME REMARKS _� GROUP SWING `f'' �4 "l-'r 36" x 84" x 1 3/4" 5L20 F16 DO-1 LEFT BOND BEAM EA SIDE OF DOOR �i I 36" x 84" x 1 3/4" SL20 F16 DO-1 RIGHT ADDITIONAL (1) 8'-0" #5 REBAR r' 36" x 84" x 1 3/4" SL20 F16 DO-2 ` RIGHT 4..^ •� EXTEND 24" BEYOND DOOR 24" MIN EA SIDE i."9Y y", `�..�,� DOOR HARDY RE SCHEDULE (QTYS PER DOOR) ,:4'...• 5 ' ;r°;,, GROUP GROUP _i v m REBAR IN BOND BEAM r ., AS PER DETAIL 1/A5.4 � DO-1 DO-2 1 r\- _�i \..., f 1 1 EACH HINGE 4.5" x 45" S.S., MODEL: (STANDARD) \O I 1= HEAD w z I < 2 2 EACH HINGE 4.5" x 4.5" as., MODEL: (NRP) iv \ JAMB ci m �e9 Y m, � ■ REBAR @JAMBS �- ��- 1 - EACH BEST LOCK 83T--7-K-STK-626 (TURNKNOB) CYLINDER DEADLOCK, SATIN FINISH, W/ ® 1 M .;r x THUMB-TURN W/ CONSTRUCTION GORE — `=-O >1_11. AS PER DTL 1/A5.4 p .� e 5 y' LEVER LOCKSET HAGER 3573-2 3/4"-U526D WTNNG W/`i PIN CONSTRUCTION GORE ,, m �t ' ■OF POWDER GOAT FINISH CO 7,o 0-- - 1 - . DOOR 4 FRAME < 0 waLLLLoa EACH SGHLAGE POWER DOOR LOCK- SENSOR SCAN II, ELECTROMAGNETIC LOCK M410 W/ • -\-0 /Q ` DOOR CLIP, TYF h t U 1 - DELAYED ACTION SWITCH #625RD-EX DA-S2b, SHARED TIMER INTERMATIG T101 . FF Y` W EACH BEST LOGK 83T-1-S-STK-626 (SCHOOLHOUSE SAFETY) CYLINDER DEADLOCK, SATIN z ` °° H - 1 TYPE A THRESHOLD z FINISH, W/ THUMB-TURN W/ CONSTRUCTION GORE SINGLE (FLUSH) N � 1 1 DOOR CLOSER LEFT HAND SHOWN � � o W W t� - 2 FULL PLATE, 41.1) X 16"h DOOR DETAIL m a - 2 FULL HANDLE '6 O SCALE: 1/4" = 1-0" 1 1 KICK PLATE 10" X 34" x .v 6 6 WIRE DOOR CLIPS I < O n NOTE: ALL DOORS MAY BE OPENED FROM THE INSIDE W/O KEY, SPECIAL KNOWLEDGE, z z = X OR EFFORT. 5# MAX OPENING EFFORT DOOR IS EQUIPPED W/ SINGLE-EFFORT, w 0 NON-GRASP HARDWARE. DOOR COMPLIES WITH ADA REQUIREMENT FOR AN INSIDE LOCK. O / [a x - 1_. REBAR IN BOND BEAM '' • • DOOR CLIP ° z K lLl W AS PER DETAIL 1/A5.4 �� EL Di Q V Q In EXTEND FULL WALL • BAR @ JAMBS \\`/AW`\ w a_ W A . RE �" Ik NU z LENGTH AS PER DTL 1/A5.4 Q = U < � � H AVOID INTERFERENCE o ~ i- _ ILI a CHANNEL HM DOOR W/ GH , ii ILI Ill 0 La d v 1.2 SLOPE FILLER @ BOT > v � V V Q z c c • � @GONG EDGE w � w < p Qd 1/4 ` ■r()� ,_=. W } pi ",v n- 41.-4" I x 1,-4„ ,Q ` NOTCH GMU FOR % Q f Cl �/ J A 4 "A I DOOR CLIP \ \ x \ SLOPE 1/4".12" Q GROUT SOLID I '. i! �1�� �--- �--a — J a lSl H = L . .. , \ r� `\\\1'\ v d Q a n •':. •. . ' . '�.. - - - ° v PLAN SET# ADDITIONAL (1) S'-0" #5 REBAR - . ..• .a• •:..�• •::.. ad 4° 4 4 ° a z SET#• EXTEND 24" BEYOND DOOR - : N S• . .� d — Q DATE WRAP WALL IF REQUIRED •' _�'' ° V d 0 5 z 12/18/2013 1' f• - • - 4 ` ! :' a° a ° a REVISIONS STEEL DOOR GONG SLAB REBAR r�-�� 0 HEV. DATE BY � 4• CAULK ='=.. GROUT SOLID AS PER SLAB PLAN ° ° m 03/04/14 Rry Ao 1 15/16" / 115/16" v 4 p Ee CI / 1 3/4" x 4" / / O Q �W.BY:R/t 0 HEADER DETAIL JAMS DETAIL THRESHOLD DETAIL SHEET NO. SCALE: 3" = 1'-O" SCALE: 3" = 1-0" SCALE: 3" = 1-0" AS. 1 '� VENT SCHEDULE r '1 ANCHORS INSIDE • /, SYM SIZE INSERT SLOPE SILL. HYHIT' B EAVE GLULAM BEAM ort Q 72" x 39 3/8" x 6 5/8" WIRE WEAVE MESH 5.45:12 5 10 ROMTEC XV-054-1005 ROMTEG GLULAM HOLD DOWN ' • • •N 02 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^ �� '�. 15, tQq7-1�. OPPOSITE NAIL TO GLULAM AS NEEDED I "1!` ki yip•'('`y 3) 72" x 3913/8" x 6 5/8" WIRE WEAVE MESH 5.45:12 5 10 ROMTEC XV-054 1005 METAL VENT FRAME POI r Attu . (L-7 r'r / �W/ WIRE WEAVE 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" �/////I!%///:mgt;r .:�:•_.!p� ,...< O EXPANSION 1 ���i °limit;; 6 z r ANCHOR BOLT � �; �' wwwi `�►.tee g ce 0 G I HARDINARE A,_� 41 E V-1 0 E °v K Z IN TRIM A5 NEEDED AT \q\\t`1%q \\% p 0 c8..7,-,8 m . CONTRACTORS OPTION \i i.0111i�; Z LL QTY PER WINDOW \ (BY OTHERS) \ y Q T L'. U CO Y C m_ 10 #14 x 1" WOOD SCREWS ; MORTAR JOINT CMU \ 6 '6 1 _ 0 w a 5 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS m �° E z cY~n a VENT GORIER PETAL �. 4 \ al _ � SCALE: 1 1/2" = 1'-0" tu K L 0 / 72 / m tu i 0 2 0 � Z0 XK 0 7/16" OSB SHEATHING o - '3 OVER 2X6 T4G DECKING o Z = i 7/16" OSB SHEATHING I 1.21 Q #14 x 1" GALV WOOD SCREYVS OVER 2x6 T46 DECKING ui I 0 , �� @ 8"06 IN HOLES PROVIDED Q w z,,- V Q = ���.._ PREASSEMBLED METAL FRAME ���� ���' Z ~ .Gy (2) L2" x2" x1/8" 8 (2) 1/8" x2" FB — z0 W i \ Z Ir 1- '� W/ PREASSEMBLED WIRE WEAVE MESH INSERT 'L v �i� #14 x 1" WOOD SCREW w a_ Y Q J "\ 1/2" X 3 3/4" EXPANSION ANCHORS 3 1/2" MIN. w J 1 IL Z y ,e \._ �i�� EMBEDMENT @ 16"oc. IN HOLES PROVIDED PREA55EMBLED STEEL = O V ~ •�- WIRE WEAVE MESH INSERT ~ - Q- N W �g 2x PT WOOD FILLER (2) L2" x2" x1/8" z W � F- Q I ,!!��■\=—■O GUT TO FIT AS NEEDED jr' VENT FRAME > S V V V W ZQ : YAIOOD FILLER HALL SCHEDULE 2x6 TeG DECKING / '- e. SEE ROOF PLAN FOR LAYOUT 1 . - s..., , SYM SIZE FRAME SLOPE REMARKS rr iu _■■ 05 89 1/4" x 45 1/4" x 6 1/16" 2x DF WOOD 5.4:12 OPPOSITE OF ONE SHOWN �'� 1 Q 89 1/4" x 45 1/4" x 6 1/16" 2X DF WOOD 5.4:12 , #12 x 2 1/2" WOOD SCREWS °, Y r3. .`!1'� HARDYVARE QTYS PER WALL SECTION: '� L_ --- - e 6 1/2" x 4 1/2" EXPANSION ANCHOR I iti k 7 WOOD SCREWS, #12 x 2 1/2" GALVANIZED . 2x4 DF FRAMING 6 16"oc 2 LAG BOLTS, 1/4"x 3 1/2" `� W/ P.T. BOTTOM PLATE = Z PAINT BY CONTRACTOR w z 1/2" SMART PANEL FRAMING FASTENING z v u a?x 2 WASHERS, 1/8"x 1 1/4"SQ. w/ 5/16"� I )liiiiiit1i,,,` (MEGH SIDE) MIN. (2) 12d x 2 1/2" NAILS 2 P ao i o QTY PER ASSEMBLY: o ^E 3 1/2'CD x 10" HH BOLT W/ HH NUTS 4 WASHERS _ PER 5 89 1/4" ,� RESTROOM 4 FASTEN OP B BOTTOM __! o TO STUDS 4/OR BLOCKING W/ k Mri i °0s x 41 11§i ���� 1/2"� x 4 1/2" EXPANSION w55" FINISHED NAILS ''"-r , U MEGH SIDE: ANCHORS 16"oc 8 Y '5 111 #12 X 1 1/4" FH WOOD SCREWS Puri ti ill 6"oc PANEL EDGES 4 12"oc FIELD 5a- L H 6" GMU BLOCK WALL D z O L a- 2x6 IAIOOD FILLER PALL SECTION 0. g a 1/4"CP X 3 1/2" LAG BOLTS W/ WASHER SCALE: 1 1/2" = 1'-0" 2 (2) INTO EACH SIDE OF GLULAM RIDGE BEAM d1 1/2"d) x 10" BOLT THRU FRAMING RIDGE GLULAM BEAM In z WITH HEAVY WASHER EA END i o ���� SHIM BETWEEN FRAME AND GLULAM, CL w o #12 x 2 1/2" GALV WOOD SCREWS @ 16"oc - Ii rim EACH SIDE AS NEEDED Q `M K m 2x6 DF FRAMING RIPPED TO 4 5/8" @ 16"oc W W/ P.T. BOTTOM PLATE, FRAMING FASTENING z 2 t•- ft MIN. (2) 12d x 2 1/2" NAILS PER STUD d C 0 ({ 1X6T4G M < ZO J a_ 1/2" x 4 1/2 HILTI KB3 @ 16 oc -� EAVE GLULAM BEAM m I . ■ z Y Q d w _\___i.........4 1 .0 ).(- gi .„ce 6 ° I I I I 4--r I 9 t.',.: ,� , , r PLAN SE��T# O0 /w D DATE: 4 ' : _ z 12/18/2013 131/4" 8" 16" 16" 8" �, 131/4" d REVISIONS'--7,� / 16" MORTAR JOINT GMU / TYP TYP Q �1 03/04/14 RYV 6 3/4" 7'-5 1/4" 7'-5 1/4" 6 3/4" m fp 2 03/18/14 R." l / Q K DRAWN BY: FILLER 1NALL FRAMING PETAL �Q �" SHEET NO. ell SCALE: 3/4" = 1'-0" A-7. 1 • I . r -4y A, NOTE: i, �!; 1 ad iiik, CONTRACTOR SHALL INSTALL ROOFING IN STRICT ACCORDANCE WITH INSTALLATION REQUIREMENTS OF ROOFING MANUFACTURER. . :-c. tiir r5 •deli M.Tp I EXNRNi1ON DATE: WI'/ I wzr 1 FABRAL HORIZON 16" 26ga STANDING SEAM #10 x 1" PANCAKE HD SCREWS @ 16"oc HORZ. @ EA RIB 0 m 5 METAL ROOFING OVER #30 ROOFING PAPER AND 12"oc VERTICALLY X m "-i A 0 ty ` eg 'E- SEALANT AS STANDING SEAM SEALANT AS BEND UP PANEL =- g REQUIRED SNAP DOWN REQUIRED 1" FLANGE L o .a! , "! ¢q Q• w -f".-2 WRAP ROOFING PAPER i OVER ENDS II 1- _� D. E ATLAS #14 x 1" WOODTITE L C ATLAS #14 x 1" WOODTITE le 2 3_ SCREW @ 12"o6 SCREW @ 12"oc D g D z ez a 2x6 T8G N B GABLE TRIM(HEMMED) GALE TRIM(HEMMED) w v .o ROMTEC FT-000-5022 INSTALLER ROMTEC FT-000-5022 1Y K (n))) TO MITER @ RIDGE 2x SUB-FASCIA INSTALLER TO MITER ro I a E // @ RIDGE o fi=r 2x6 FASCIA 2 C). GABLE ROOFING DETAIL § li o • T 0 SCALE: 1 1/2" = 1'-O" ? T v x Lu x °0 Q L V o � n METAL ROOFING OVER 30# FELT z v U 111 �/,P ' METAL RIDGE GAP #10 x 1" PANCAKE HD w #10 x 1" PANCAKE HD '� lz___GRIDGE ROMTEC FT-000-5068 SCREWS SEE DETAIL 3 w S) g O SCREWS SEE DETAIL 3 LOSURE FOAM STRIP FOR SPACING G I- IY = °- FOR SPACING CLOSURE FOAM AT 24`s O Q z LLJ W 0 pL CAP FASTENERS END OF PANELS > 0 . V ( 0 W METAL ROOFING 2� 1, ATLAS #14 x 1" WOODTITE J 0 IX tn on OVER 30# FELT �� ♦� SCREWS @ EACH RIB, TYP ' tn ILI Q N / Q kn X o W w .40� ATLAS #14 x 1" /=' I-- ry L "` WOODTITE 0� ? W PAN 1/16" O5B SHEATHING Q - w SCREWS @ 12"OC I� =t - I _ ' OVER 2x6 TSG DECKING d ?) d N • METAL FLASHING / PLAN SET# NOTE: GABLE FLASHING / ' z z 18464 MUST BE INSTALLED ' (HEMMED EDGE)GLU LAM RIDGE BEAM WRAP ROOFING Q ROMTEC FT-000-5061 V DATE: BEFORE RIDGE CAP PAPER OVER END 12/18/2013 REVISIONS RIDGE ROOFING DETAIL EAVE ROOFING DETAIL • R• F1 03/04/14 BY (11 IQ 2 08/14/14 GR SCALE: 1 1/2" = 1'-O" SCALE: 1 1/2" = 1'-O" ONAWN BY: OQ RW SHEET NO. AS.4 I r ce' �� U `y'J' PLUMBING SGHED LE 5YM FIXTURE 55 V GW HW or MW ac . WC-1 ADA TOILET 3" 2" 1 1/2" -- . • LV-1 HAND SINK 1 1/2" 1 1/2" 1/2" -- FD-1 FLOOR DRAIN 2" 1 1/2" -- -- far. 4�A HB-1 WALL HYDRANT -- -- 3/4" -- MODEL 67 FREEZELE55 HYDRANT `�' HB-2 WALL FAUCET -- -- 3/4" -- MODEL 21 WALL FAUCET -,�_ DF-1 DRINKING FOUNTAIN 1 1/2" 1 1/2" 1/4" - ' ru t;:::,;:; \ UNDERGROUND ELECTRICAL NOTE: PROVIDE GLEAN-OUT BENEATH ALL SINKS AND LAV'S AS REQUIRED BY CODE V SERVICE, TIE INTO EXISTING, w Z c - VERIFY REQUIREMENTS I v u $ aE TO SEPTIC OR SANITARY it 0 o SEWER SYSTEM AS REQD b0 d` ,------d O c m, m" BY OWNER L m m § OWNER TO PROVIDE e z w _gym ACCESSIBLE BACKFLOW/ Q O �, LL A o BACKWATER CHECK VALVE EM W ® U AS REQD e" - - _ G.O.0 4" SEWER 1\ \ G.O. 0 zizt- E o � �•. SS -SS DF-1 \ SS SS SS BP`1\ ° " FD r w � —` HB-2 -c_, AM W W ` h , WN \ m i Gi i INTO WATER B IL IN SERVICE DF-1 HB-1 \%///%%///////%/.%///////%/%///////%/. %//////%/.%///////%i�%////4 0 I=� �i i >i INTO BUILDING �\� o -� %�_.. -,; \ z O OWNER TO PROVIDE LV-1 U I V Co LV-1 6 ce VALVE BOX BACKFLOW I WC-1 WG-1 I\ i z v O PREVENTION 4 SYSTEM I II w DRAIN VALVE AS REQD ` FD .I�I FI7 Q w (Y l� z -m tS TOTAL: 97 WSFU ` % k z FIFE SIZING: 2009 NSPCC GENERAL PLUMBING NOTES: �� j a_ q < V \\\\\\NI I►\\\\`I \\\\\\ Lu `' 0 �' z 0 1. ALL PIPE (WATER, SEWER, VENT), JOINTS, AND WORK SHALL CONFORM TO UNIFORM PLUMBING CODE, STATE L gli ----- I. • Q CODES, COUNTY AND LOCAL CODES AND ORDINANCES. Z J 2. CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS m g J Q (1_,C3 Z IZ 3. CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATED RUNS, ci < O• � 111 Q SECURELY MOUNT USING UNISTRUT, IN STRAIGHT AND UNIFORM MANNER FOR FINISHED APPEARANCE. PIPING X 0 ,v di SHOWN 15 DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR. 0 1V t5 I 'Q F- z R - w _ w 4. CONTRACTOR RESPONSIBLE FOR PIPE SIZING AND SHALL PROVIDE ADEQUATE WATER PRESSURE TO ALL p p - -(18: l I N PLUMBING FIXTURES. PLUMBING PLAN III PLAN SET# z 18464 5. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR DRAINING INTERIOR WATER AND SANITARY SEWER SCALE: 1/4" = 1'-0" PLAN NORTH v Q DATE: SYSTEMS, AS WELL AS SHUTOFF OF ALL FIXTURES k Q 12/15/2013 REVISIONS 6. ACCESSIBLE BACK FLOW PREVENTER AND PRESSURE REDUCING VALVE - BY CONTRACTOR O pi REV. DATE: BY ✓ I 03/04/14 R!"1 CI-1 m 7. PLUMBING TO BE DRAINED BY GRAVITY TO SHUTOFF VALVE BOX. a v (DE DRAWN BY: 8. FLUSHOMETERS ASSOCIATED WITH TOILETS USE NO MORE THAN 1.6 GALLONS PER FLUSH. FLUSHOMETERS 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 HBS CODE, SECTION 1-1921.3(8) P 1 ` c NOTES: PLUM�I�1G LEGEND ;� /' / 1. WATER PIPE SIZE AND PRESSURE REQUIREMENTS MUST BE DETERMINED BY PLUMBING CONTRACTOR BASED ON LOCAL w GOLD WATER 0 f SUPPLY. VENT LINE / y 2. FIXTURE 1 FIXTURE CONNECTIONS ARE s� SANITARY SEWER SYMBOLIC IN NATURE ONLY. ••Slf 11 I REFER TO MANUFACTURER LITERATURE H HOT WATER \`�' . rS cFOR EXACT FIXTURE SPECIFICATIONS. ,,r. 4 3. ALL SANITARY AND DRAIN LINES SHALL BE "'°^ CAST IRON OR PER LOCAL CODE. 4. ALL WATER LINES SHALL BE COPPER OR PER .4"11 LI LOCAL CODE. NO JOINTS BENEATH THE SLAB. 5. WATER PIPE SIZING 15 A MINIMUM SUGGESTION. w 6 r PLUMBING CONTRACTOR WILL MAKE THE FINAL �o� 1-I v c ,,A_ DETERMINATION. I i E- 6. ALL WATER AND SANITARY LINES SHALL HAVE ,. L � FLEXIBLE JOINTS AT EXIT POINTS FROM 0 E $I4 ' W THE BUILDING. H s o U F 1. ALL FLOOR SINKS AND DRAINS SHALL HAVE n_ Z ag l�g° F_,-1 x TRAP PRIMERS AS NOTED IN PLANS, TRAP PRIMING VALVE p 0 w LL LL o? ( ) BY CONTRACTOR `� °r o v PER CPC. 100"1.0 ugh i A PIPING TO ALL ti i Y FLOOR DRAINS v Ill = 2 1/2 UNIT 6 0 p c 4N DF-1 o � � OWNER TO PROVIDE 1/4 1/2 UNIT 1 UNIT " f VALVE BOX BACKFLOW DF-1 o* 1/4" LV-1 In = 0. 7 1 UNIT 40 UNITS LV-1 I- ~ PREVENTION 4 SYSTEM 1/4" 0 I MEM�:� WG-1 30 UNITS DRAIN VALVE AS READ I '.� INC-1 s,- 1 UNIT I I 4 I- 2 1/2 UNITS I HB-2 )- z 1 HB-1 i��_ ■���- (EXTERIOR) (INTERIOR) 0 z IY WATER SERVICE 3/4, i z 0 INTO BUILDING 1/2" 1 1/2" 1 1/2" 3/4" 11/2' w 1 w w w tw `^' w w w w W W 1 1/2" Z = - 1— TOTAL: '16.5 WSFU 'n p W PIPE SIZING: 2006 UPC 0 0 v Ili 3" VTR 3" VTR a �[ 0 zd ff Qz il UJ Un/ y IX W IA 4( 0 E 1 1/2" 1 1/2" 1 1/2" 2" TO SEPTIC OR SANITARY v 1 1/2" 2" 1 1/2' 1 1/2" kn In —I � n a/ SEWER SYSTEM AS READ 1 UNIT 1 UNIT d ( Q 1/2 UNIT m1 0 W w BY OWNER DF-1 o LV-1 4 UNITS 4 UNITS z D ry Y u- =:� WG-1 w OWNER TO PROVIDE WG 1 t ? -' x 1 w 1/2 UNIT �j�l I I ACCESSIBLE BACKFLOW / 1��, DF-1 0 ' FD-1 _ i d g a ~ N BACKWATER CHECK !��- �a� ' FD-1 FD-1 PLAN SET# VALVE AS READ z 1 SET# CO 1 1/2" 1 1/2" 2.. ,�— 3., 2„ �— 3' 2.. 1 1/2" Q DATE: S SS 55 5 S SS S^ k s ss O CO 'J Q 12/18/2013 4 4 4„ 4' - REVISIONS REV. w ev 1 03/04/14 RY'1 TOTAL: 11 DFU m m <4.77 BY:RW CI CPLUMBING RISER SCHEMATIC DIAGRAM SHEETQ NO OQ. NOT TO SCALE F'2 IN F ' , ..-9, • GENERAL ELECTRICAL NOTES: # 4 AWG, SOLID, Cu CONDUCTOR ,004,4441,4,';�f.. 1. ALL WRK SHALL COMPLY TO NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES. CONNECT TO 20' LONG ELECTRODE 2. OWNER TO PROVIDE TEMPORARY POWER AS REQUIRED DURING COURSE OF WITH APPROVED (LISTED) NEC CLAMP ;id,,,,,t I t CONSTRUCTION. 3. THE INSTALLER SHALL FURNISH 4 INSTALL SPECIFICATION GRADE CIRCUIT BREAKERS, WIRING, • CONDUIT, GFI RECEPTACLES THROUGHOUT, SWITCHES, AND STAINLESS STEEL COVERPLATES. Y 13 VIIP 4. ELECTRICAL CONDUIT 15 TO BE RUN WITHIN THE WALL WHEN POSSIBLE, EXCEPT IN THE MECH ROOM. 5. FOR MECHANICAL ROOM ALL EXPOSED CONDUIT 15 TO BE SURFACE MOUNTED AND RUN NON-METALLIC PROTECTIVE SLEEVE EXPULT �Tr� TIGHT TO CEILING A5 REQD. APPROVED (LISTED) 6 <E . COORDINATE AG OUTLET HEIGHTS WITH OWNER PRIOR TO ROUGH-IN. CLAMP ENCASED I� w z IN CO NCRETE 1- u y 1 Q ELECTRICAL FIXTURE SGHDUL : ELE�RODE RR TIE TO 20' OAF IzED X ELECTRICALLY CONDUCTIVE COATED c 6 gi - •; STEEL REINFORCING BAR (REBAR) . O .0 = . ® �. _: jj11 — ELECTRODE/REBAR SHALL BE NO < _z w ; 3 i BP MAIN BREAKER PANEL .... ,,,/ 1 LESS THAN 1/2" IN DIAMETER , Q `� • " 111 LOCATED NEAR THE BOTTOM OF THE Mgt- U EW I I LF-1 LIGHT FIXTURE .:: .. CONCRETE FOUNDATION AND ENCASED x .. :: i WITH A MINIMUM OF 2" CONCRETE . E z INSTALL PER NEG 250-52(A)(3) . c Ce PCL-1 PHOTO CELL j\//\ • ' - . \/\ :8- �' ll� \//\\/\\�\\ / // \/ CONCRETE FOUNDATION IN V n, MOIUNTED SINGLE A MAX OF 48" ABOVE THE FLOOR, BY OTHERS \ \ \ice\\///\\\ V\\\^/\//N\//\\/%/' \\/ DIRECT CONTACT WITH EARTH z O �-- \���\//\\,.\/\N/\\/��/\ MINIMUM NEC O HOME RUN TO MBP \\�\/,\/�// `n N ��/� CONNECTION AREA z z = I *I p �I p` / p c- v. Q m 110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTED CONCRETE ENCASED SERVICE ICE GROUND nil 0 ►1 MOUNTED A MIN OF 15 ABOVE THE FLOOR, BY OTHERS su ,fl SCALE: NONE Q I- m .K O HT-1 HEATER WITH THERMOSTAT, WALL MOUNT - - ') 2 � V W ft WALL X V Z < W MAIN BREAKER PANEL I Z U 12 POWER LOCKS WALL MOUNTED r SCHLAGE M4c10 l; ELECTRIC METER :II 8 ti, = K i v ri W I n SENSOR m D w SCHLAGE SENSOR SCAN II _ w n APPROVED CONDUIT cZ < n Q� p DELAYED ACTION SWITCH (PUSH BUTTON) CONCRETE ENCASED ELECTRODE -0, 0^ MOUNTED A MAX OF 45" ABOVE THE FLOOR SEE DET 2 NOTE: NEC 250 OR LOCAL z v '' FOOTING CODES MAY REQUIRE OR Q ' W T TIMER °' . ALLOW ADDITIONAL GROUNDING a ~ y m PLAN SET# V t� ELECTRIC SURFACE MOUNTED HAND DRYER e: FF .. FG . p DATE.8464 HD v< 12/15/2013 - . I UNDERGROUND FROM REVISIONS f \ POWER SOURCE „E. a,E ,, 09/04/14 RN 111 2 09/14/14 CR RISER DIAGRAM oanwHev: 0 Oc " SCALE: NONE SHEET NO. \..., Elj • • • • • • / Q • I JlL nit__ ' ( r . d ill s. (1 // `- i i 11 rn rn I ) -it —4 ( / rid,„-b © ® ; ' • 73 10 rn CO A 13 j - v r a -2- 6 1 -'_ _� - zi �' 13 t\ �� i r z Ut,,,N /� � i n K,., . 181 -ti Cl 1I;I i1 • Illik t.I• I \m n P \...) r _ti , 00 r 1,„, I. 11 T _Ali 1 I0 i // — MMI;I — 11 AIMI ROOF LINE —__1 l -1 til z p z �N N I v1 Ac . x -Irn • e„,,,,‘ 1 cn . 5.; 1110\ '',1:', : N7 m o k� t� s::-n i ©2013 ROMTI C, NG. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER ' n y b o DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. ,,;_ � PROJECT: � :'s H � " �'��*� ill (1 _ °> 2022 SIERRA II COMPACT W/3'5" MECH ROOM Precision Structural Engineering, Inc. ; . s .. •,_,� www.lnfoQshudvsl.com N. �.r .,...,. N SUMMERLAKE PARK RESTROOM �Main Office ,n,9,603 - y.3,S�. �,?',01-11. o g 6 �' 41.4 TIGARD OREGON Plans:(541)85043300Fnc(591)856-6rg Er A ROMlEC214-15 www,YdoOsW�rN.cwn 4, N O TF 1es�5nomreuacaow rt SHEET TITLE: ELECTRICAL RAM 1 L� w PLAN 240 NO 1RG,OR ROAD �` g PLAN (5{1}996.3511 FAX(u1}498-08(19 /A C 19 19 19 19 119 119 19 19 119 II 15 10 - - 1 (p C1 W N si 0zz — -n A to 0 rn N Al Ill (3P 1 N � kJ _IS _ 29 129 129 129 129 1301 0 10 CP rn 00 -° � � � 00 -- rnrn - Oz D �- � to C CI P Ng _a rn (S, 1:3- SI 7/0 (0 13 19 119 119 19 19 119 19 19 19 -- 18 is 18 is is mu] is 18 118 — .fl cP — — — CP C U) CO U) �_ — 5 o o CO � - CP ' , U C CP A —30{ 31 131 131 131 j31 — p, w rnrn — - cp U) > — - 1ti u cp C U) 5 18 18 18 18 18 18 18 18 18 rM 1 to r n I v m m H Q 2013 ROMTE0, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER W 0 DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE YVRITTEN PERMI5510N OF ROMTEG, INC. `JJJ`J _ o v PROJECT: 2022 SIERRA II COMPACT 1^!/3'6" MEGH ROOM �� �� F. Precision Structural Engineering, Inc. ..' vvv o m m •? SUMMERLA�KE PARK RESTROOM _ wwKIanlo�atructure,.00m O Klamath Falls Office kY m 250 Main Klamath Falls,Oregon 97603 < 4.# TIGA�RD, OREGON Phone:(541)850-6300 Fax:(541)050-6233 A O ON ROMTEC 214-15 www.inlo(�slructure1.00m i, z O SHEET TITLE: SLOGK 18240 NORTH BANK ROAD - U PLAN ROMTEC (541)496-3541�FAX(541N9808033i\ I /I ' r � Ir I I I I Li 0 L Fes/ 2q 2q F� -4 rn 11 u n I I II n I L LJ j I L J r � I I- n 1 II I I 0 Li 0 J� - - - - II U3 rn rn > n II II n I L 11 J I L_ _J (IiI = ©2013 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER W O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. v v PROJECT:2022 SIERRA II COMPACT W/S'S" MEGH ROOM Precision Structural Engineering, Inc. 1 O N��� SUMMERLAKE PARK RESTROOM '�`°"' O 250 Mein KWnsM Fells.Oregon 97609 o Phone:Y < TIGARD, OREGON ROMTEC214-15 (M1)BnrOQ.wW..ucan 33 ZO 4 SHEET TITLE: co BLOCK RCc MTEC ,�40�RTM9µKR� 4 PLAN R-3641 O,OR 97470 (541)-4983611 FAX(541)-4913-08030& . i. r ESTIOT 70 Aty' MORTAR JOINT w z r ,< H x Co) Rom BLOCK SUMMA RY a - -, Count NO Name s §w-A 119 18 18 8x16 Smooth Bond o c t gN s m z E1°am2 260 19 19 8x16 Smooth N 70-Cmti§ U 42 20 20 8x8 Smooth End V 1 3 21 218x8 Split End Qz � �` 25 22 22 8x 16 Split Bond ADDITIONAL S' #5 REBAR CENTERED VERT. REBAR PER R_ r E IN DOOR HEADER, SEE DETAIL 2/A6.1 DETAIL 1/A5.4 al - .o " 4 25 25 8x16 Split Corner FILL CHANNELS AND DOOR �m a ° �/ 148 21 29 6x16 Smooth FRAMES WITH MORTAR p ►�+ 29 50 30 6x8 Smooth End FIT STEEL MASONRY FRAME ANCHOR CLIPS I �,, - oO I INTO COURSES 2, 6, d 10 O 63 Si 31 6x8x16 Smooth Bond I V X i � zz � / �.f.' HORIZ. REBAR w L 0 AND HORZ. LAP Q m i 0� i�''�~ PER DETAIL 1/A5.4 Q tn RECYCLE o ,r0 .�/ z z „ , , „ RECYCLE ALL USED SHIPPING \C 1 / B_ v QL v Z MATERIALS AND LEFT OVER I lux v 0•BUILDING MATERIALS � I _:iy.'� 01 — v � � ' [Ii p !1J LU 0 44 ty_Ms's► / > v 1Y PLAGE 2x4'S BETWEEN 1n m J CENTER VENT IN WALL w } N Ci 6 DOOR FRAME TO SUPPORT Q N DURING CONSTRUCTION kn 1 Ory iv -LEVEL BOTH WAYS kD v t.2, -v . E. \ iQ rt' S 0 w -' ti--- = NOTE i m SEE EXTERIOR ELEVATIONS i PLAN SET# O FOR DOOR AND VENT LOCATIONS i z n DATE8464 SHOWN HERE FOR REF ONLY Q � � 12/15/2013 REVISIONS O F1EV. DATE: BY 0 BLOCK INSTALLATION DETAIL m m 1 05/04/14 RA 6 SCALE: 1/4" = 1'-0" n DRAWN B" Ooh RW SHEET NO. Si 19 19 119 119 11q 1 19 19 19 119 ,, LI sk — 1 00 kJ 0d —71 1 co n 7 0 rn rn N di � rn � C A0 k) — A CP29 129 129 129 129 130 0 113 3-ha U C1 111 000 ° d kJ d � �_, 00 = m oz U 1.1W CP N- d 3 rnN _,,,_. 5 10 si N © o iq 1q 119 1q iq 19 19 19 19 - 18 is 18 18 is is 18 is 118 ,1 - U) — 15 CP W rn - u) CP O ` , � � CP c CP Vi A —3x31 131 131 131 1 31 — -6 U3 CO rn V ' ; — Co U)rn ,U) 5 > — 6; _ X t\-.) 5 U) 5 U 18 is 18 18 18 18 18 18 18 ^ c rl m C I m m-' Q 2013 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER 1-�M o DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMI5510N OF ROMTEG, INC. l ! 1 _ o PROJECT: 2022 SIERRA II COMPACT W/5'6" MEGH ROOM Precision Structural Engineering, Inc. O N -i www.inlo(ctcWio Of6ccom O m �m SUMMERLAKE PARK RESTROOM r:,': 250 Mom Klamath Falis Oregon 97603 —� A Phone:(541)850-6300 Fax:(541)850-6233 A O T# TIGA�RD, OREGON ROMTEC 214-15 www.inlonslruclurel.com j, z 0 \Al. SHEET TITLE: BLOCK RC�MTEC 18240 NORTH 697470D ` A 6 — ROSEBURG.OR 97470 3< PLAN (541 H963541 FAX(541)-496080 & { ► r n 1 I I II u C' 0 C ri - /-� 2q 29 Fit V' • rn II • u n I I II n IL u JI II I n 1 I I I I 0 0 _J Li W u rn rn > — n II n I L LJ J I L_ ( ©2013 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER Z W O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. • o PROJECT:2022 SIERRA II COMPACT NV 3'b" MEGH ROOM Precision Structural Engineering, Inc. , > O www.infoestrucowel.mm O m N SUMMERL AKE PARK RESTROOM Klemelh FaisOfhoe HI p CP TIGARD OREGON Phone(541 F;r( i 995 33 0 ROMTEC 214-15 www.Info®s n,cgsel.com z O A SHEET TITLE: BLOCK 18240 NORTH BANK ROAD 3 3 i+ PLAN ROMTEC (541N� RFAX(541)-4 99-080a