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Plans (163) 4 r ORb �ry REililf (), G1 .. -.6...t, a:' CBD 7. JUL 5 2018 U Cassandra Ruport i% TIGARD A CBO cOF1.AGARD ID#1063772 $IJI}}LMN( DIVISION •••............. *NK11A \ EXPIRES: 12/31/2016 • Aii 1 1 n E C i I R.z @�OiiLLi I f: d ih 1 LLI U FLAN SET NOE I N E-4 P `1' 1 i I m0. ! c OFFICE COPY f i 1 E3 50 1 , CITY OF TIGARD REVIEW^D FOR CODE COMPLIANCE d 1 Approved ]upan� 11- oo OTC: [ ] - Permit#: �3ao y 0 il Address: )1 J30 /' G✓d �S7 0. 2061 SIERRA III CUSTOM fi�ESTROOM suite#. -- I � h7, w Z By: Date: 'A-a- J 0 0 , i -4 .l�T �t < 7i " w Q �YW G NATURE Approved 1;'y Planning 10 t "cd DIRKSEN N ,TU! E PARK Date: i g- O 0 W ADDITIONAL PERMITS REQUIRED < -A Q TIG I�, Ofi� GOBI ,� ; iaP : p�NSET# Fire Sprinkler 1g501 DATE: Fire Alarm 06/Oa/2014 Mechanical REVISIONS Plumbing �_ ObV4 16 TH, 43 ra 8 Ob-14-2O16 Tk Electrical Truss Engineering O (RA CR SHEET NO. Shop Drawings Other GO NOTE: 1 6-#A3-/-6 ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR ANY SITE DESIGN ORRomTEc 18240 NORTH BANK ROAD - ROSEBURG, 0R 97470 �� „o PRopS. ENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR. LIABLE FOR ANY (541)-496-3541 FAX (541)-496-0803 , ‘4G I N FF :140 ISSUES RELATED TO THIS SITE. IT 15 THE OWNER'S RESPONSIBILITY TO �0 4 Z ACCURATELY LOCATE THIS BUILDING, SET FLOOR AND ADJACENT CUSTOMER: WH PACIFIC, INC. - CONTACT MARK HADLEY cr 75 irp T. ELEVATIONS, Dt I tKMINE SITE 15 SUITABLE FOR CONSTRUCTION, VERIFY ALL LOCATION: TIGARD STREET/ 107TH PLACE 4 TIGARD STREET/TIEDEMAN UTILITIES, ETC. LOCATION: TIGARD, OREGON v O EGON fr GENERAL NOTES: SYMBOL LEGEND SHEET SCHEDULE -7tp o7,H M.�N . ll, P�' 1. THIS PROJECT SHALL COMPLY WITH ALL CODES AND STANDARDS IDENTIFIED ON SHEET 62. ALL WORK SHALL MEET SHEET CONTENTS OR EXCEED INDUSTRY STANDARDS FOR MATERIALS,WORKMANSHIP,ETC. `!___� GO COVER SHEET !EXPIRES:PIKES: /'^ ,Z 2. CONTRACTOR SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE PROCEEDING WITH ANY WORK ANY `_\M`\ 61 GENERAL NOTES 4 SHEET SCHEDULE 1 v I "j DISCREPANCIES FOUND WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC. f CONTRACTOR SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE IN CONFLICT WITH OTHER WORK,OR K NOT 62 DESIGN CRITERIA AND CODE SUMMARY L APPROVED BY CODE,UNTIL RESOLVED BY ROMTEC OR.THE ENGINEER/ARCHITECT. O A2.1 FLOOR PLAN f[ Z ! `l DOOR.NUMBER-SEE 3. CONTRACTOR SHALL MAINTAIN GENERAL LABILITY INSURANCE AND WORKERS COMP.INSURANCE AS PER.SPECIFIC APPLICABLE SCHEDULE A2.2 ADA CLEARANCES 4 FIXTURE MOUNTING STATE MINIMUM REQUIREMENTS. 1 s A2.3 PARTITION PARTITION PLAN � � �� 4. FOOTINGS SHALL Be CONSTRUCTED ON UNDISTURBED NATIVE SOIL OR ENGINEER APPROVED FILL.CONTRACTOR TO A2.4 INTERIOR ELEVATIONS l�. C l 11LL VERIFY ASSUMED SOIL BEARING CAPACITY NOTED ON SHEET 62. SHOULD SOIL NOT MEET OR EXCEED THE ASSUMED SOIL U c. L° ELEVATIONS O X� BEARING CAPACITY,CONTRACTOR TO MODIFY 501E CONDITIONS TO SATISFY CRITERIA OR NOTIFY THE STRUCTURAL ` A3.1 EXTERIOR i�i S ENGINEER TO REVISE DESIGN PER CONDITIONS ENCOUNTERED. BACKFILL AROUND BUILDING TO PROVIDE SLOPE AWAY C g 8 FROM BUILDING NOT LESS THAN A 2%SLOPE FOR A MINIMUM DISTANCE OF 1a FROM THE BUILDING,PER 2012 IBC VENT NUMBER OR A3.2 EXTERIOR ELEVATIONS elaX 1804.3. \ \\. �► WINDOW NUMBER-� A3.3 EXTERIOR SIDING DETAILS 6 a# - ��.1 APPLICABLE scHEouL>? A4.1 BUILDING SECTIONS Q ,`� E41, U 5. CAIST M PLACE CONCRETE 3000 PSI MINIMUM STRENGTH AT 28 DAYS 4"+/-1'SLUMP,WITH MAX 3/4' \.�.J ,, 1 AGGREGATE,AND ALL MATERALS TESTED IN ACCORDANCE WITH AGI 318 STANDARDS. FINE BROOM FINISH INTERIOR A4.2 BUILDING SECTIONS @ E T 1 1 SURFACES AND EXTERIOR SLABS. JOINTS REQUIRED IN FLAT WORK,SEE SHEET A5.1 FOR REQUIREMENTS. ii�iii�1//1P�u�� WOOD FILLER WALL-SEE A5.1 FOUNDATION PLAN a F�1 CMU BLOCKS ARE MANUFACTURED TO ASTMG40-02 STANDARDS WITH A MM COMPRESSIVE STRENGTH Fm •1500 PSI. APPLICABLE��� ,r ' ALL CMU BLOCKS MUST BE FULLY GROUTED AND NOT BE WETTED.THE MORTAR TO BE USED SHALL TYPE S 1800 PSI CO A5.2 FOUNDATION DETAILS 6 1 E MORTAR CONFORMING TO ASTM 02'70. MASONRY(CONCRETE)GROUT: 2500 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 9'+/-1'SLUMP,11TH MAX 1/2' A5.3 FOUNDATION DETAILS _ 8 _ AGGREGATE,AND TESTED IN ACCORDANCE TO MEET AGI 318.FINE OR COURSE GROUT MAY BE USED IN ACCORDANCEI�; � i WITH 2012 IBC. •,* A5.4 CMU WALL DETAILS SS 6 i DETAIL NO <® INTERIOR ELEVATION A6.1 DOOR.SCHEDULE 4 DETAILS Ju w u. b. ANCHOR AND MACHINE BOLTS SHALL Be ASTM A30T,UNLESS NOTED OTHERWISE. SCREWS AND MACHINE BOLT ' REFERENCE a+ CALLOUTS ARE MINIMUM SIZE ALLOWED,ACTUAL SIZE MAY VARY.TS STEEL BEAMS SHALL BE ASTM A500 GRADE B,Fy s SHEET NO A6 2 DOOR SCHEDULE 3 DETAILS 46 ksi. E FLANGE BEAMS SHALL BE ASTM A442,Fy=50 ksl. STEEL PLATES 4 SHAPES SHALL BE ASTM A36,Fy=36 ` rive A6.4 WINDOW SCHEDULE 4 DETAILS kksI..CONCRETE REINFORCING STEEL(REBAR): 60 ksI.(GRADE 60). WOOD FRAMING SHALL Be%2 4 BTR DOUGLAS FIR, A6.5 VENT SCHEDULE 4 DETAILSUNO. Q 1 GLU-LAM BEAMS SHALL BE GRADE 24P-V4. A-1.l ROOF EXT TRUSS 4 BEAM I Z T. G7UESTkO1N5 CONCERNING MATERIALS OR CONSTRUCTION CONTACT ROMTEG TECHNICAL ASSISTANCE AT:541-446-3541 i -.--ilk= -=- BUILDING SECTION A1.2 TRUSS DETAILS in 0Z 8. ROMTE3G SCOPE SUPPLY AND DESIGN SUBMITTAL(56D5)IDENTIFY SPECIFIC MODE_,MANUFACTURER 4 BRAND OF ALL ngiF A-7.3 TRUSS DETAILS a PLUMBING AND ELECTRICAL FIXTURESAND ACCESSORIES.REFERFOR. FI TO THE 55D5 SPECIFIC UST OF ITEMS SUPPLIED A8.1 ROOF PLAN x BY ROMTEO,ANY ITEMSNOT LISTED IN THE BEDS IS ASSUMED SUPO PLIED BY THE INSTALLER. A8.2 ROOF FRAMING PLAN i _ Ala 9. THE OWNER/CONTRACTOR MAY EG RGISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONED A6.3 ROOF CONNECTINS!DETAILS ? P ACCESSORIES AND FIXTURES(E.G.,LIGHTS,COMFORT HEATERS,ETC.) VaY A8.3.1 ROOF CONNECTION DETAILS 0 � p� Y 1JW,J DETAIL REFERENCE A8.4 ROOFING DETAILS IL ABBREVIATIONS _ Aidk As.S SKYLIGHT DETAIL L a 1- w A41.1 INTERIOR FINISHES Z AB ANCHOR BOLT L STRUCTURAL STEEL ANGLE SD SOAP DISPENSER .4 Aa.2 WALL DETAILS x a/ILI OIn AFF ABOVE FINISHED FLOOR LAV LAVATORY SIP STRUCTURAL INSULATED PANEL •ATS AUTOMATIC TRANSFER SWITCH LF LIGHT FIXTURE SJ SAW JOINT P1 PLUMBING SCHEDULE in _ BOT BOTTOM MBP MAIN BREAKER PANEL SM SHEET METAL P2 PLUMBING PLAN § i ( W 9 BP BREAKER PANEL MD MAIN DISCONNECT 348 SURFACED FOUR SIDES P3 WATER SUPPLY RISER SCHEMATIC 6 w Z o CJ CONTROL JOINT MIN MINIMUM SS STAINLESS STEEL .4 P4 PLUMBING RISER DIAGRAM >- t� 1 CO CLEAN OUT MIR MIRROR SST STRUCTURAL STEEL TUBE CMU CONCRETE MASONRY UNIT MO MASONRY OPENING TBD TO BE DETERMINED El ELECTRICAL SCHEDULE tin X R n MI W !.i) db NOMINAL BAR.DIAMETER MR METAL ROOFING TEE TOP 4 BOTTOM DETAIL E2 ELECTRICAL PLAN x F Y W DO DIAPER DECK MS MILD STEEL TLN3 TONGUE 4 GROOVE REFERENCEB1-B14 BLOCK PLAN I Z Q7 IU DIA DIAMETER NO NAPKIN DISPOSAL. TLT TOILET ENLARGED( ) /� F" DISC DISCONNECT NTS NOT TO SCALE TP TOILET PAPER DISPENSERa f,-1 Tx EM ELECTRIC METER OC ON CENTER TS TIMER SWITCH Anili REVISION SCHEDULE PLAN sET# EW EACH WAY OCEW ON CENTEREACH WAY MD TOILET SEAT COVER DISPENSER FD FLOOR DRAIN 0313 ORIENTED STRAND BOARD TYP TYPICAL �-� i Z 1SSO-I G1,G2A5.1,A5.2,A5.3,A7.1,A7.2, a DATE: FF FINISHED FLOOR P PHOTO EYE UNO UNLESS NOTED OTHERWIS (E 4 06/22/201J GR06/0 /2014 FG FINISHED GRADE PCC PORTLAND CEMENT COMPANY VB VAPOR BARRIER A7.3,A6.2,E1,E2 F REVISIONS FRP FBBRGLASS REINFORCED PANEL PL PLATE VTR VENT THROUGH ROOF GB GRAB BAR PSF POUNDS PER SQUARE FOOT WH WATER HEATER "'� 3 06/14/2016 TH ALL 5 3 06-17;16 TNN Wr BLS GLUE LAMINATED BEAM PSI POUNDS PER SQUARE INCH WWM WOVEN WIRE MESH `� RECYCLE ,.0 L� 4 06/22/2016 CR HB HOSE BBWI B PT PRESSURE TREATED WI TH A6.5 VENT SCHEDULE HO HAND DRYER PTD PAPER TOWEL.DISPENSER 2 11/06/2014 TH HM HOLLOW METAL(DOOR) PV PHOTO VOLTAIC ©Q er CR HTR HEATER R4S ROUGH FOUR SIDES RECYCLE ALL USED SHIPPING MATERIALS AND 62,A1.1,A2.1,A2.3,A2.4,A3.2,A3.3,A3.4, SHEET NO. HYP HYPOTENUSE REGO REQUIRED LEFT OVER BUILDING MATERIALS 1 11/03/2014 CR A4.2 A6.1,A6.2,P2,P3,P4,E2 LS. INSTALLER SUPPLIED RO ROUGH OPENING KSI KIPS PER SQUARE INCH SCH SCHEDULE REV. PATE BY DESCRIPTION CODES AND STANDARDS SPECIAL INSPECTIONS,coNrD Q. 0 PRrI,cF 2014 OREGON PLUMBING SPECIALITY CODE(2012 UPC) c.I\(i G I N A' SL/ 2014 OREGON MECHANICAL SPECIALTY CODE(2012 IMC) MASONRY CONSTRUCTION:LEVEL B QUALITY ASSURANCE(PER TABLE 1.19.2 IN TMS402/11) �? (`, 'A. 4--t dy W •34'E A' 2014 OREGON FI�TRIGAL SPECIALTY CODE(2012 NEC) INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE CRITERIA INSPECTION LOCATION f 2014 OREGON FIRE CODE '/ 2014 OREGON STRUCTURAL SPECIALTY CODE,CHAPTER 11 (ACCESSIBILITY) TMS 402/ TMS$02/ AOR is CONTINUOUS PERIODIC ACI 530/ ACI 530.1/ INHOUSE MELD /t) b D 7 2�� �� 2014 OREGON STRUCTURAL SPECIALTY CODE(2012 IBC) ASCE5 ASCE6 '`4 PH M. NP 1.VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS - X - ART.1.5 - X ACI AMERICAN CONCRETE INSTITUTE,ACI 318,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' E.XP I R"E S: - I 2.AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE FOLLOWING ARE IN AG AMERICAN CONCRETE INSTITUTE,ACI 530,"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' COMPLUWCE: §< AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION A.PROPORTION OF SITE-PREPARED MORTAR - X - ART.2.1,2.6A - X w Z ss 'STEEL CONSTRUCTION MANUAL,13TH EDITION° c & B.CONSTRUCTION OF MORTAR JOINTS X ART.3.3 B X u 1 b0 R S 6_i CODE SUMMARY: D.LOCATION OF REINFORCEMENT,CONNECTORS,AND PRESTRESSING TENDONS IL IJ81 AND ANCHORAGES - X ART.3.413.6A X Q & OCCUPANCY TYPE: U B, Z flit!'" C x CONSTRUCTION: VB 3.PRIOR TO GROUTING,VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: ,n / Q AREA:39 .$2 SO FT 0 V s1 AREA ALLOWABLE:5500 SFT .1. @ g Y i a .. (T 1 HEIGHT: 1 STORY k GROUT SPACE X - ART.3.2D,3.2 F - x 1 a HEIGHT ALLONABL-E: 1 STORY IL R OCCUPANT LOAD:l p C11 B.GRADE,TYPE,AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS,AND C X SEC.1.16 ART.2.4.3.4 X PRESTRESSING TENDONS AND ANCHORAGES _ O DESIGN LOADS C.PLACEMENT OF REINFORCEMENT,CONNECTORS AND PRESTRESSING PU w 4VJ 5 r. TENDONS AND ANCHORAGES - X SEC.1.16 ART.3.2E,3.4,3.6A XID = 8.-,, ROOF:SNOW LOAD 25 PSF O E" x a ROOF:DEAD LOAD 10 PSF 0.PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR X ART.2.6B,2.4G.1.1) X Z NALL DEAD LOAD 51 PSF BONDED TENDONS IBC SEISMIC DESIGN CATEGORY D Q I=— DESIGN NIND SPEED(ULTIMATE) 120 MPH,EXPOSURE GI ? ALLONABLE SOIL BEARING 1500 PSF E.CONSTRUCTION OF MORTAR JOINTS - X - ART.3.38 - X N Z g SEISMIC DESIGN DATA: WIND DESIGN: 4.VERIFY DURING CONSTRUCTION: IL w RISK CATEGORY: II RISK CATEGORY: II ►M A.SIZE AND LOCATION OF STRUCTURAL ELEMENTS X ART.3.3F - X 0 X IMPORTANCE FACTOR: 1.0 WIND SPEED=120 MPH B.TYPE.SIZE AND LOCATION OF ANCHORS,INCLUDING OTHER DETAILS OF ' al SS: 0.969 EXPOSURE C �NHORAGE0ON MASONRY TO STRUCTURAL MEMBERS,FRAMES OR OTHER - X SEC.1.16.4.3,1.17.1 . X Q/ D.PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING 4. O CL Si: 0.423 INTERNAL PRESSURE COEFE=t 0.18 w F i— z W COLD WEATHER(TEMPERATURE BELOW 40'F(4.4'C))OR HOT WEATHER - X - ART.1.8C,1.80 - X SITE CLASS: 0 (TEMPERATURE ABOVE 90'F(32.2'C)) N nW 0 - W 5.OBSERVE PREPARATION OF GROUT SPECIMENS,MORTAR SPECIMENS,AND/OR ART.1.48.2.a.3,1.4B.2.b.3, 14( V SMS: 1.078 PRISMS X 1.482.c.3,1.48.3,1.48.4 X Z = p w v Q S1 < rS �r � SM1: 0.667 61u IU ZD z WQ SDS: 0.719 V4 Q D ‹ STEEL CONSTRUCTION (PER TABLE 1705.22 IN 2012 IBC) ID 1 Q iii SDE: 0.445 i tn N Y <SEISMIC DESIGN CATEGORY: 0 VERIFICATION AND INSPECTION FREQUENCY OF INSPECTION REFERENCE CRITERIAINSPECTION LOCATION IL z W, iL V) F -IP O R=5 PLAN SET# -g PC CONTINUOUS PERIODIC REFERENCED STANDARD CRC REFERENCE INHOUSE FIELD V O BASE SHEAR: V= 0.144W Z z 1550'7 DATE. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED 0&09/2014 BEARING WALL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALL IN THE APPROVED CONSTRUCTION DOCUMENTS - X AISC 360 SECTION A3.3 - X - REVISIONS ANALYSIS METHOD: EQUIVALENT STATIC FORCE METHODs o6 114-2015 TN MANUFACTURERS CERTIFIED MILL TEST REPORTS - X - - X 0 _ 4 06/32/2016 GR 6- K . pi SPECIAL INSPECTIONS A ,ow, ---ar.GR CONCRETE SPECIAL INSPECTION NOT REQUIRED PER BC 1704.4 SHEET NO. \ EXCEPTION 2.3 [FOOTINGS] EXCEPTION 3 [SLAB] 62 / NOTE: YNALL TYPE SCHEDULE P A iixoo FIXTURES AND ACCESSORIES ARE //..:,,,,,/,,,z//:////, 8„REINFORCED CONCRETE MASONRY (0A• •. DIMENSIONED ON SI-ITS A2.2 - A2.5 BLOCK WALL WITH MORTAR JOINTS, GROUTED SOLID ALL CELLS RUNNINGF~4;' GBD .• �� BOND PATTERN. 4ii ';x \,`\,\\,, N`»` 6"REINFORCED CONCRETE MASONRY U Cassandra Ruport BLOCK WALL WITH MORTAR JOINTS, CBD GROUTED SOLID ALL CELLS RUNNING BOND PAI ttr.N. IDN1063772 6"WOOD FRAMED WALL ..... 0 *N * 7y 41. EXPIRES: 12/31/2016 49'-1" 14'-0" f 14'-5" / 20'-8" / ILI Z z 14-0 6-5" CONCRETE SLAB CORNER(2) CONTROL 6 U 1 o m p E i BY CONTRACTOR OF CMU, 1 as al JOINT OF 2 • g�Y TYP. �� CMU.TYP. IL �i W E S g \ ..- -.- - — -- O tas / \ 1-..:�•L ROOF LINE ori �..-� Z b0 °v 3 I ra I , _ i�`iIjII/.i'I /.0' "woe ...for: of �� '"ii 3 \ \ W f f LL \ WOMEN I p .ii 1,0 ► GABLE VENT V O -, 1 TYP(4) ul W y C» DD _� =__ PTD' m o + La II 6"-5" INTERSECTIONQ-.) ` 1 _© �-�. `t 1 I OF CMU, TYP. it I�� l if) I 1I .• 711111111111P-',. PHENOLIC PARTITIONS, TYP} C--1-1 --I-1 -�----- iii iriiiiiiiiiiti►�.,.w, iiiiisi iifXiA 4 I -14,--... �i S"VTRO r Li 0� '-i �' 0 tri r MEGH �i GABLE VENT, z O 0 O 2O v O TYP (2) in I in 0 HBO J mI jdj A [33 » ecu, ----•.---- !' --- ] s W i ri RIDGE — — — ��_._ A . 0111 FD . C n 1 ..... z 0 L _ ;Ill I PTD 1 1 A4.2 m § Nt i0 11 UTILITY / o� 1441 4 4 �G - SINK ;II U- 0 Oil IL Ci (9 D )110 VTRo 11 I O AO ._ 11i,11 `r ;',I OFD r-!1-),‘;;'r— �'GMU. 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Y 11.800 A LOOP OR U-SHAPED HANDLE WILL BE I�' �� •.. `1 4,S..... THE ,.. PROVIDED ON THE INSIDE AND OUTSIDE OF THE ADA STALL DOOR WITH HARDWARE NOT -. REQUIRING GRASPING OR TRUSTING. `‘'' CBj`� Z c' Cassandra Ruport til • CBO 10#1063772 *NKBA* h 10 "itr 4 r .4kt} . EXPIRES: 12/31/2016 36"OPENING 6' 1 60 3/6" 36" 35 1/4"NET DOOR F 6 MIN iLl Z , cnrufirell11111111! F- U raw �I� WALL I , U_ tti0 i ::...:I.'- � II��al L44r4".✓il,�i`,iiAri0" " ►Ale .4.��i• i.��`� "AV: „di 3 � , • I/ i 24"OPENING �_ ` z tw/ d O caLLLLG• . FD YVOME . �. �xCJ> » ----ss m .�I srsw� q I FRONT ELEVATION i C nL•7 �� I GM/ bt"OA y C--t-1 -1--1 7 // '>//o , iii iii iiiri,,'T7.– tF-:3 7e r�n,r ,I tu ~ a 0 r / \ oI o % EI � x P ` C rnr+ri < I_ -�� ` X ? 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F r <F K rE' -:Ft= I o\� 1 �ry ( tURO 0 �I* � ill tt L .../ CBD \'.`'� r4i diCassandra Ruport CBD ID#1063772 *NB:BA* k 4 t 'j1 t '. 0 t EXPIRES: 12/31/2016 ZS K t il ih: VERTICAL FIBER CEMENT 1x3 BA r I tN a. zz c°' a- x STRIP @ 12'bG w i LL ( ) 11/1 5/16" FIBER CEMENT PANEL / N:. - W VERTICAL SIDING a Ai E #15 BLDG. PAPER OVER ° / G O 1/16" 055 SHEATHING ; , / / V t5 1x4 PT FURRING -; , II w ` ' 16"Oc HORIZ. / / zI- 1x3 FIBER CEMENT TRIM .,_,�� / ?iX i FLASHING ROMTEC FT-000-5049 f`` 1 / WAINSCOT YVATERTABLE .7;: , / z SILL, DRIP EDGE i a.m x LEDGE STONE INSTALL 1 LI- / / „,.////'"/ p PER MANUFACTURER // / DIRECTION / 41 m aL LEDGESTONE ROCK VENEER % / d 14 0 a / W � � ZQ TIGHT JOINTS (NO MORTAR) / T v W N 1/2"-3/4" THICK BED OF / • A - P W TYPE S GRAY MORTAR, / 5 . ft E/ d APPLIED DIRECTLY OVER CLEAN, //' d / W w Z o UNPAINTED CMU BLOCKS. \/\' U in '� Z - 6 SIDING DETAIL = x a v J Q Cl < ~ >rz 8 ri SCALE: 3" = 1'-0" A g a Q F ED PLAN SET# z 9 18507 — (l DATE: zd O6/O41/2014 REVISIONS REY. OAYE: By 1 11-03-2014 OR 4) 3 O6-14-2016 T _ H ow.v.N er: ®Q \ GR SHEET NO. \*. 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SLOPE 5% a PRIMER (BY OTHERS) AND TWO COATS OF EPDXY �sgi al ' AND MIN. 10' AWAY FROM A5.3 PAINT (BY OTHERS) SLAB TO CEILING TO SATISFY z m Ea- !: 1 Ai BUILDING PER IBC 1504.3 / `C / CODE REQUIREMENT. g r o t t • ' \ I S G♦ • • ;-.�'��� „*. ,,,v-. 6l IT O. t c4 Oa 28'-0" OS tokn FILL COMPACTtL TO z 90% ASTM D 1557 SU I LD I lel G SECTION i SCALE: 1/4" = 1'-0" lit K pl 1x4 PT FURRING STRIPS VERT @ E a. - I EA SIDE d ON EITHER SIDE w H 0O 11- Z OF WALL PENETRATIONS u2 v ` o I� ---•---•---mob mon W ~ _ v 2 � ! 811 61 „ zo 16iw lal 1 EU In MK BS PIS set pa, z kn w6 a ) 1x4 PT FURRING STRIPS TOP AND �p 1 © ni r V2 x a Yrz. ti BOTTOM HORIZ @ VERTICAL t 16" O.G. rm i 1rt ;� Y FASTENERS EVERY 16" ON CENTER f °f / `' � et z o 0 W 4 WW 1 / w .k m a Q 1— , rent SMOOTH FACE REINFORCED PLAN SETH , W CONCRETE MASONRY UNIT WALL z 0 18507 GATE: ,` � �! i 06/09/2014 NOTE: ATTACH 1x4 PT FURRING I REVISIONS WITH 1/4" x 3" SPLIT ANCHOR 2 Q REV. 1 OATE 1 8Y 9 06-14-2016 TH BOLTS @ 16"oc MAX. m to Y LL DEVIL. © PRAWN es, 2_) SCALE: 1/4" = 1'-0" SHEET NO. A4. 1 c .... L 0 , •„: . .• .!..,.... .... ,....,_, I„, .. . „. ,..:.,, .:. i 1 .. •; :•: 11 :: • , 1 :!...1 6! .• 'Thlzkt# HIMPAIMI "0 1 . • ' 0 . ; I :,: • 03 > _ 5 r .. ,. c‘ ni 1 i 0 . . Z111==.m.mop.—. ....... ....... -- Al LI -4-, ( 1)1} it H-4 1-4—t 6 "Ti II I .• > .:.: ... .,..: ...1 .., ..;.: 1 I ..... \ . .:.: :::.. cis ... .:.: :. 111 4i.L.'........ . ilEil*% i in MOEN *WM 4:3:* 'tt*Z I N?-, .--, CED _sr, N-1 0) m , ................ P% O<s m © ... > -4 201b ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT SE REPRODUCED,ADAPTED OR FURTHER A t • a: . * i a t,-. 0., yr t A p DISTRIBUTED,AND NO BUILDINGS MAY SE CONSTRIJC I Cl.FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTF_C, INC. -Ps i3 4Nia - ill— ?. E.,10 PROJECT,2061 SIERRA III CUSTOM Precision Structural Engineering, RESTROOM Inc. DIRKSEN NATURE PARK• vaveraieucturetcorn * .1. •-4 C 5auf Kleine*Fele()Moe : 1...1 '2; T 6 < 0 CP ig ASO 250 Main 11 V Klanuiih Fate Oregon 97603 S.' \ ° L) 0 f Y g 63 -a kTI i't TIGARD, OREGON Ft0MTEC216-4 I Phone:(541)850.6300 Fax:(541)8504233 infogarnicturetcom k.) 'A ti ti 4 0 t) 00 : ..............%C.. SHEET TITLE: IBUILPING ,..--.--,. -Etc% 18240 NORTH mix RoAD iit Uate3v SECTIONS R .' , -„ ROSFJ3URG,OR 97470 r-i- 'f_.,. TEA.... (541)4953541 FAX(541)4950803A. .01 FINISH SLAB WITH A WATER BASED PROF CONCRETE SEALER(PROVIDED BY OTHERS) 7.L?:•:•) t N fi`'`r>0y4 -1" / RECYCLE ( tf . 53 P' "� 8" 3, 14'-0" 13'-4" / 20' 8" t t /14'-0" 6' 8" / .k / RECYCLE ALL USED SHIPPING MATERIALS AND /1`.Q; G 4 N LEFT OVER BUILDING MATERIALS0( m I I 3 \ 9541 . . 20, sto \>,'Vt AS.3 44A M NP \ . I ' � ' --- - - - - ® -- — — — -\----- ... _ , _ t;.�. \ \ t -PIRE5: N \ „§< �- / 36” II / � ^' o , �, Z � 4 • E 40 m • A6.1 I.� C &.x io 1 / y oh 4. O LEVEL REGION �. .— �1 ° THICKENED SLAB \ \ in 11 1I1ili1 0 el leith iik kill •O• ;. 0 p &I R i En'./%147 Ai).1 i;) i c min FD 30" ' 4Nr "' 3 hn A �� i I —� ry T m i (y, a !may I • ' SLOPE z a 40 , ... -.. Aii . _ 1 .• z? ).i- Q _....,.. ,L. IN 7,;) .. t :. '-----\ ..i 0-i ZI) e ..: „, , 24" . e. -4--- .' \/..... Q i ID 9 ./.. / t I / N � A6.1/ 6- iii e: 4 I • 1 . 6:- --• -:-Z • 1116.. alp 1-- � to w Q 6a,, NOTES: w O Z `o 1 1. FINISH FLOOR SLOPE IS 2%(1/4"PER FT)MAX 4 1%(1/8" ra to .. a m S A4.1 ,IISI PER FT)MIN,UNO . Z ss 3 lir'' 2. VERIFY SIDEWALKS W/OWNER in O W �� 3. PROVIDE BLOCKOUTS FOR PLUMBING,MECHANICAL, 4 I- ni Y ELECTRICAL A5 REOD. CO-ORDINATE W/SUBS. 1r I- 5" 5' GONG. SLAB W/ #5 REBAR 4. DO NOT VIBRATE GROUT,AS DAMAGE TO THE CMU MAY tr Z w ) w 16" OC OR AT CONTR.'S OPTION -I o w RESULT. USE A REBAR TO ROD THE GROUT. � !1 � _ 6 X 6 10/10 WWM, SLOPE AWAY 5. SLUMP 15 TO BE 4"+/- t" 2 a 1--1 N FROM BLDG 1/4" PER 1' UNO 6. REBAR MN.5E3417 SHALL BE NOT LESS THAN 64 b INSIDE O PLAN SET# DIA.AS PER ACI 318 SECTION'T.2 z Z 18507 T. SAW JOINTS BY CONTRACTOR. SLAB APPEARANCE I5 A a DATE: PRIORITY. LOCATE JOINTS AT 10'O.G.MAX.SEE 2/A5.3. 006/09/2014 A 8. MAXIMUM SLOPE OF EXCAVATION MAY BE LIMITED BY LOCAL SOLCONDITIONS. INCREASE DEPTH OF FORMED § - REVISIONS FOUNDATION PLAN0A CONCRETE AS READ. " DATE:9. CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES IS TO 3 06-14-2016 TH D1111 > S BE GROUTED LEVEL AND SMOOTH. s1 BY 4 06l22/2016 us il, 10. UNDER FOOTINGS: UNDISTURBED NATIVE SOIL OR 12" FILL RSGA LE: 3/16" = 1'-O° v COMPACTED TO 4096 ASTM D 1551 TO MEET OR EXCEED Q- DRAWN BY: G ALLOWABLE BEAR PRESSURE ON SHEET 61. SHEET NO. AS. 1 r 6 -,23 ^1 ., ...Ili .../ ��p PROF CMU BLOCK '�. CMU BLOCK �.�4.`�'r GIN Scs:O REBAR PER REBAR PER W %� DETAIL 1/A5.4 DETAIL 1/A5.4 car =753 P ,�� -•' % ,ink '/ r� 5" GONG SLAB �''% C;'!� 5" GONG SLAB W/ ��' ,�il j GMU BLOCK -;7 �� 1 • -. W/ #5 REBAR 0 ©• i %` #5 REBAR 16" 0- •N`16 p T . 1 REBAR PER DETAIL 1/A5.4 WV ,/ :'.: \ C EA OVER ' 16"ENGINEERED FILL N. ValO0 E/N OVER 5" �Q,��� 07, �P�� �• I ENGINEERED FILL H M 51M / �� 5" GONG SLAB W/ #5 --1� % % \ / \ REBAR 0 16" OG EW • a • ,�/Li :•N •� ••pi in A — • % j e,.i.. •� �• in EXPIRES: • I • % 4 I '% i OVER 6" ENGINEERED FILL • '. ° • \ \ rl. % I faro 4 ° o a°. A o ` --� --� ° \ , • 0 ° a0 o O air J •b 0 O A t d °/ / �.8 °/ I $`\` . : 14 4 ,_ _ __ - MO00 \ % 00 OO° �• • O O°O Z / / OQO COMPACTED FILL OOO°O - •. , • z _ *COMPACTED FILL 0 c I z 0,0 ; , d ° ? \%\j . I✓ • 0-0°0 d \\ \;j t4.1 r,11' #5 HORIZ REBAR W / / \ %I ° o Oo°Oo ry /\//\ *5 HORZ REBAR tV /\//\f••. • 0 T8B IN BOND 16 11105 g \ I• • ' ° ° ° ° ry TdB 16 OC \// l BEAM 16" OG 111 acli / / \ °• •° •°, o REBAR PER DETAIL / \ tki....„ ' • ° ° ° ° \ �� d ,• 4 1/A5.4 ALTERNATE �� d • d % REBAR PER DETAIL u1 W`J a // ° um. =me INN ,/ 12"MIN / �� �� HOOKS INTO "mum X11,1 1/A5.4 L . \\j\� ! ° `� _ • • ' '• . FOOTING LAP PER Ar •' • • I a • ALTERNATE HOOKS g L " N H .t mv�/// '�(3) #5 REBAR CONT. \ t\ '• • WALL SSCHEDULE \ \�'• INTO FOOTING LAP _ iA . REBAR PER DETAIL 5" 12" PER. WALL / 24" 1/A5.4 (3) #5 CONTINUED / SCHEDULE m w P ALTERNATE HOOKS / 24" / 24" (3) #5 CONTINUED z 0 MONOLITHIC SLAB OPTION INTO FOOTING WDSCHEDULEING CONCRETE STEM NALL FOOTING OPTION CMU STEM NALL OPTION Q 0 (FOUNDATION DETAIL BLOCK FOR STEM WALL SUPPLIED BY INSTALLER f K z SCALE: 1" = 1'-O" Z i o.. x I Q / REBAR PER DETAIL 1/A5.4 GENERAL NOTES: BOND BEAM CMU —// . '" * NHEN USING EITHER STEM NALL OPTION RECESS STEM t d APPROX 3/8" LEVELING • MORTAR BED NALL THE THICKNESS OF SLAB AT DOOR THRESHOLD n N �- z SEE DETAIL 4/A6.1 FOR. � v z SLAB THRESHOLD DETAILS / a =— R v V 0 O_ a 11 f N 4 a / REBAR IN SLAB AS PER * PRIVACY HALLS SHALL HAVE A 30 NIDE x 12" DEEP . `" - p W a I . SLAB PLAN SHEET A5.1 FOOTING 6 z o z — I 0 GI a TOOL JOINT AT SLAB } jr/ Z EXTERIOR SLAB, I N p / 1/2" x 3/8"W 4 FILL 4 Q SLOPE AWAY ® 1/4 :12" it / , CMU STEM NALL OPTION, CMU BLOCK IS BY INSTALLER 0 Dw //� a I a W/ SELF LEVELING = I el Y Ld �-- a a / POLYURETHANE SEALANT Zit V D L'--, \ a a * VERTICAL REBAR IN SLAB/STEM NALL TO MATCH 9 Q I= ° Q S aIaa — ° 30# FELT BOND VERTICAL NALL REINFORCEMENT LAP PER NALL 8 N d BREAKER, HOLD SCHEDULE 2PSN$ ET# 18507' `- .41004,�v, . ' I a a a a DOWN 1/2" FROM C: DATE: FINISH GRADE, SEE 4 a TOP OF SLAB i 06/Oc1/2014 NOTE #4 SHEET 61 ° Ida P. REVISIONS a a o d 4a REBAR PER ° 4i I DETAIL 1/A5.4 3 O8-14-201b TH 4 ° ALTT RNATE 4) a 06/Z2/2016 GR HOOKS O OMNRY BY: HALL-S' LAB CONNECTION (NTO FOOTING LAP PER WALL OA CR SHEET NO. SCHEDULE A5.2 SCALE: 3" = 1'-0" cc 6 --Z3"16 5" GONG. SLAB W/ 6 x 6 (2) #5 REBAR DONT 10/10 ?VIM OR #5 REBAR 0 Q PRQp 15" OCEW CONTRACTORS �\�4•1--�G N fi��S>0 FINISH GRADE OPTION, SLOPE AWAY y FROM BLDG. 0 1/4" . 12" UNO rz : .34•• toT. OR GON -H 000 „--- 1...-- ,—, — 4 A., ,t. 0. N N o00° , o._) 0 °' - °.� 14p NPS PO °°O • . • ° ° ooQ° 0°Oo HM . • • °° D90°00:00°. °o°o°:o° :RES: C- / r7. 4 °0° -7-47- 000 6" x 8" HOOD POST,TYP. (2) °° o° °OG °°0 0 000 w z ° PO°O °°°�°° COMPACTED FILL c (/ MOISTURE GBOARRIELUMN AND \// °o O °o a \// 6gEi Z- $1 BPOST BASE BRACKET O \ \ NATIVE SOIL 0 a PLATE BY INSTALLER0 i ROMTEC S 17-18507 SECURE W/ 12" /�/ / pop3/4" DIA. THRU BOLTS 0 / `777 t c ij 1 24"x24" CAP STONE SLAB $ ` U - - - - SDG OF CONCL. ei 01fi W SCALE: 1" = 1-0" r E ` [--4 INSET POST BASE BRACKET 16" 1 JOINTS TO BE TOOLED, NOT SAWCUT 2 p o f_ PER BCCI BID PLANS 8 DETAILS c - TOP TO FLUSH TO TOP OF �, CMU BLOCK il 3/19" T i" ° to I G. o Ul • v • 4 x v } I ►I�•�•�I •�•�I • •1•�•�•rI�•�,��•i N 0 U1 Z REBAR PER \\1. - STONE VENEER COMPACTED FILL. z DETAIL 1/A5.4 OVER CMU TOOLED JOINT i sl f SCALE: 1" = 1'-0" A REBAR PER DETAIL 1/A5.4 % • ••/ Y - - CENTERED IN WALL % MORTAR JOINT CMU BLOCKFINISH GRADE, SEE w NOTE 4 SHEET 61 REBAR PER DETAIL 1/A5.4 .'t LU 44 LI- 1_ tU Z z ALTERNATE HOOKS INTO SLAB I4I 1R 3 it Q TO MATCH WALL VERT REBAR • . (3) #5 REBAR CONTINUOUS �► .---: l� F- -4- —Q 7 — 1— v v PER SCHEDULE IN WALL :• °: ✓ 5 q' g ill < V p 4 l J 4 v ° 000 0°40 i -`c-}- • "II 63 Z � � w - — o — - — — — — - 00�°0000° (n �. i � g� j �. °tea — p � Q tZ Z ° v 0°°0° -I a v ° � N 04 (4) #5 REBAR EW ° 4 4 v Q v m °°d• ° •/;�° ° v ° ° 0°0° O°° 0 PLAN sETa cL y 4 4 m 0 -111=111=111=1 I-11 I-11 i-11 I-111=111=111=111=111=1 11=111=1 1 1=111=1I z 185°7 —Q- — DATE: ----Z114 -111-------111--=-111 11 I 111-111-111—I 11=111=111=1 I 1=111—I 11-111=111=1 1 ' O6/0' /2014 �.- v _ _ 11=111= 11 11-111-111-111-111-111-111-111-111-111-111-11 REVISIONS WTI 1=-- A-TrIT I illi i 1 114 11_7_7 1' 3 'g66;14.22°,01166 �4-2016 na NATIVE SOIL OR FILL / _ 36" Sc NATIVE COMPACTED TO 010°k a 06/22/2016 1k 36" O / SOIL ©a µm( 6VGR POST FOOTING DETAIL THICKENED SLAB AT INTERIOR ?NALL SHEET NO. 4AS•3 SCALE: 1" = 1'-0" SCALE: 1" = 1-0" I r , -23 -IC 1 "" 1 3/4 GMU REBAR SCHEDULE 1 3/4S��0GPN OF�Fs`r�0 REBAR MIN. LAP BEND RAD. CMU REBAR NOTES: ? . �/ �4 24" 3" MIN. ,n F P�! VERT REBAR c, '�' #5 30" 3-3/4" MIN. - BENDS: MIN. INSIDE BEND RADIUS SHALL HORZ REBAR 5 .1)- 'r. VERTICAL #4 REBAR 61 32"0c — BE NOT LESS THAN bd AS PER � � % � / AGI 530-08 SECTION 1.15.8 /iiiiIL% R le., Gs HORIZONTAL #4 REBAR 0 32"oc i'/r " r, - SPLICES: LAP SPLICES ARE PERMITTED � #4 REBAR ALL SIDES OF OPENINGS • i A5 PER AGI 530-08 SECTION 2.1.9.'7 % ,p' ..1- o�, °, yti (2) #4 REBAR SIDE OF MAJOR II 3 3/4" V q p, • OPENINGS (>2'-0" WIDE) It I I II, INSIDE OF WALL - OUTSIDE OF WALL C M (2) 4 REBAR ABOVE 4 BELOW (! -I ! ..,,,I � _ TYP. REBAR PIPES INSTALLED THROUGH GMU WALL NOTES: MAJOR OPENINGS (>2'-0" WIDE) aqip PLACEMENT DETAL _ APPLY: THE FIXTURE SUPPLY LINE SHOULD NOTE: REBAR INSTALLED AS PER TMS (2) #4 REBAR @ TOP COURSE ; BE BORED A 1/2" LARGER THAN REQUIRED 402/ACI 530/ASCE 5 SECTION 1.18 WAl-L CORNERNERDETAIL T : - - 1'© ,l 91 , Mk CMU END W LINE SIZE AND THE PORTION OF PIPE LOCAi t ) REBAR PLACEMENT 61 z 1 NOTE: HORIZONTAL REBAR TO GO WAL1.DETAIL IN CMU ALL SHALL BE WRAPPED WITH 10MiL4 - c �� i BLACK TAPE SCALE: 1" = 1'-0" s AROUND VERTICAL REINFORCEMENT II NI 1St COURSE HORZ - WASTE PIPE: THE FIXTURE WASTE LINE U c PI WITH STANDARD BEND AT ALL CORNERS, fi REBAR BEND UP SHOULD BE BORED A 1/2" LARGER THAN -- 2 AND HORZ REBAR TO BEND DOWN AND REQUIRED LINE SIZE. `�\ TYPICAL HORIZ REBAR a (� —[— F.F. \ \PENINGPER DETAIL 1/A5.4 0 5 a q.A i LOCATIONS A5 PER DETAILS THLAP VERTICAL REBAR AT ALL IS PAGE. I GUT NOTCH IN BLOCK WITH ALTERNATING q0° HOOK < z C l 4 w U GMU RESAR LAYOUT DETAIL NEEDED \0 TYPICAL VERTICAL REBAR . � PER DETAIL 1/A5.4c� W 0SCALE: 1/4" = 1'-0" TYPICAL HORIZ REBAR SEE SPLICE NOTE h8 A PER DETAIL 1/A5.4 PER DETAIL 1/A5.4 C I ,\Liall If _ i .:, 72-wir : z 2 i 2.3 '1 % TYPICAL HORIZ REBAR ilialillEMESI a- j PER DETAIL 1/A5.4 �%�%���//%/1//��//% WITH ALTERNATING �t0° BEND I' " F TYPICAL (2) VERTICAL REBAR 6 TO 8 MORTAR JOINT PER DETAIL 1/A5.4 CMU INTERSECTION DETAIL Z /// TYPICAL HORIZ REBAR w PER DETAIL 1/A5.4 SCALE: 1" = 1'-0" It' SPLICE LAP WITH 10° BEND IS :MEI! ::--4'• ' +'.;* PRNACY WALL \\'k\\\`• PERI CDETAILL11/AS 4BWITH L D 4 / \ STANDARD q0° VERT BEND w Z MORTAR JOINT TYPICAL VERTICAL REBAR PER 0 IL AI 1/A5.4 TYPICAL HORIZ REBAR i N i.,-1 o- PER DETAIL z PMI P tS1 CMU CORNER DETAIL PER DETAIL 1/A5.4 ° > s < IY V SPLICE LAP WITH q0 BEND w _tits Z 0 SCALE: 1" = 1'-0" `\\\\\\\\\\\\\\ m `n - W CUT NOTCH IN BLOCK 3/8' EXPANSION JOINT 7 } Mj kr) (2) VERTICAL #4 /i.�_ AS NFFt7ED FOR REBAR BACKER ROD AND \\\\\\\\\\I\\�\�\ ty, Q REBAR CONT f. ,, //////•///;!....:,-:11 .1:1.• '' EMBEDMENT SEALANT BOTH SIDESl!�n 0 t (-4 f F it �.;� ;.. , viii i TYPICAL (2) VERTICAL REBAR ,,N., a 4,4 ' ii i ii � J � PER DETAIL 1/A5.4 1111 BUILDING INT. z � P�a�� I y- ->..:--.f.'r 1 ` •'•:J TYPICAL HORIZ REBAR - p DATE: r`-4.i 1 II, j>- TYPICAL HORIZ REBAR PER DETAIL 1/A5.4 F O6/OW2O14 \O\\ I k WITH q0° BEND DOWN WITH ALTERNATING qO° BEND I REVISIONS WV d dg § REV.PER DETAIL 1/A5.4 MORTAR JOINT sil. 3 06-14-2018 TH MORTAR JOINT CMU CONTROL JOINT DETAIL o0 CR A5 CMU Y'IAL.L EN DETAIL 6 SCALE: 1" = ,'-0" SHEET NO. SCALE: 1" = 1'-0" A5.4 DOOR SCHEDULE ,ry°,,�o IO�i: $oTHRQp`1't' HARDWARE NO. SIZE (WxHxT) DOOR DOOR SWING FRAME GROUP REMARKS BOND BEAM EA SIDE OF DOOR x: CBD 'tI. RIGHT HAND o Cassandra Ruport ;% 1O 36" x 54" x 1 3/4" SZ15 REVERSE F16 DO-1 ADDITIONAL (1) 8'-O" #5 REBAR • CBD (SWING OUT) • LEFT HAND EXTEND 24" BEYOND DOOR 10#1063772 24" MIN EA SIDE LEFT HAND F16 / *N * KBA 03 36" x 54" x 1 3/4" 5Z15 REVERSE DO-1 , _ i ((SWINGING OUT) RIGHT HAND j T REBAR IN BOND BEAM ,♦� .�� +� t A5 PER DETAIL 1/A5.4 LEFT HAND F16 ` _ \ I *�O 1 1 HEAD EXPIRES: 12/31/201 ® 36" x 54" X 1 3/4" 5Z1 E3 REVERSE RIGHT HAND DO-2 uE v 1 (SWING OUT) m ` \ JAMB F U `I I REBAR @ JAMBS E GROUP GROUP / SCHEDULE -''` �`�,..- ""_© A5 PER DTL 1/A5.4 DO-1 DO-2 DOOR H RD�RE SGH EDU L.E (QTYS PER DOOR} N _ , § F..tti5 61 5 3 3 EACH HINGE 4.5" x 45" 5.5., (NRP) I FO. s 'a; o z m d��1 / , EACH STANLEY LOCK 53T7S-STK-626 (SCHOOLHOUSE SAFETY) CYLINDER DEADLOCK, SATIN FINISH, �ry In w LL 1 1 ;) '� 1 DOOR CLIP, TYP u1 �, U W/ THUMB-TURN 4 SCHLAGE C KEYWAY I Alp FF qi thp, [.] 1 - DOOR CLOSER DORMA-8916 AF89P FGSL SN1 689, (USE THRU BOLT ANCHORING OPTION) TYPE A ��, THRESHOLD g `. E 2 2 PULL PLATE, 4" X 16" SINGLE (FLUSH) 12 PULL HANDLE, 5" CENTER LEFT HAND SHOWN 2 s 1 1 KICK PLATE, 10" X 34" 1700R DETAIL ta u 6 6 WIRE DOOR CLIPS °- o SCALE: 1/4" = 1'-0" 9F- NOTE: �+ NOTE: ALL DOORS MAY BE OPENED FROM THE INSIDE W/O KEY, SPECIAL KNOWLEDGE, i OR EFFORT. 5# DOOR.MAX OPENING EFFORT 15 EQUIPPED W/ SINGLE-EFFORT, f K NON-GRASP HARDWARE. DOOR COMPLIES WITH ADA REQUIREMENT FOR AN INSIDE LOCK. to ,33- / za REBAR IN BOND BEAM 0:. ' • S / v1. w AS PER DETAIL 1/A5.4 J ` DOOR CLIP HM DOOR W/CHANNEL A ITEXTEND FULL WALL ` \ 1:2 SLOPE zd // v REBAR @ JAMBS @ CONG EDGE FILLER LL._ __BOT (i Y LENGTH /� A5 PER DTL 1/A5.4 v , �- W I - SEE SHEET A3.3 AVOID INTERFERENCE FOR TRIM d = _ // SEE SHEET A3.3 I SLOPE 1/4":12" _ I I `� `� 1U Z -�_i SIDING DETAILS :7/,/,/ / 1/4" FOR TRIM d 7 \ �r 3 i I d / / SIDING DETAILS v T-4•, /\ -,. 4 LOCATE OO CLIP • \ ° EQ . ° ` tt zm a QN MORTAR JOINT 1/4" • ' � ( 4 IpA GROUT SOLID EQ ° 0 IS)-aUY1x IADDITIONAL 18-0" # REBAR 4 a \ 1 #5 X 1-0 LONG DOWEL @ °a - Z le 0 LI !_ a. ° EXTEND 24" BEYOND DOOR ` 12" O.G. (AT DOOR LOCATIONS) EFT • WRAP WALL IF REQUIRED •a .7 ry •. s '411 • a CONC SLAB 4 REBAR .° a a. °• a ° � PLAN SET# N STEEL DOOR 1 a AS PER SLAB!PLAN G //�� z z 18507 CAULK GROUT SOLID THRESHOLD DETAIL. i 06/09/2014 1 15/16 / 1 15/16" t 1 4 i . REVISIONS REVISIONS 7 3/4" x 4" / SCALE: 3" = 1'-0" 0 / / ti1 11 -03-2014 CR M HEADER DETAIL (3) JAMB DETAIL 14- b TM n SCALE: 3" - 1'-0" SCALE: 3" = 1'-0" OE OR SHEET NO. A6. 1 t ( o4' \ POOR SCHEDULE � '„,, $o;t1:iROp HARDWARE ' '`.ct' NO. SIZE (WxHxT) DOOR DOOR SWING FRAME GROUP REMARKS �ti.• CBD BOND BEAM EA 51DE OF DOOR '4! +.x RIGHT HAND ADDITIONAL (1) 8'-0” #5 REBAR v CassandrraD uport 02 36" x 84" x 1 3/4" SZ 18 REVERSE F16 DO-3EXTEND 24" BEYOND DOOR (SWING OUT) LEFT HAND ID#1063772 / / 24" MIN EA SIDE GROUP DOOR HARD' 4ARE SCHEDULE (QTYS PER DOOR) \ 'i sem-AS PER REBAR IN BOND A5.BEA4 .�� •j� t t• DO_3 DOOR 3 EACH HINGE 4.5" x 4.5" 5.5., (NRP) -�---- 2 HEAD ` EXPIRES: 12/31/2016 EACH STANLEY LOCK 83T'15-STK-626 (SCHOOLHOUSE SAFETY) CYLINDER DEADLOCK, SATIN FINISH, h ' JAMB 6 z m 1 W/ THUMB-TURN 4 SCHLAGE C KEYWAY \ a - REBAR @ JAMBS 0 i m ii 1 EACH STANLEY INDICATOR LOCK QDB2856266ADB5 (DORMITORY) CYLINDER DEADLOCK, SATIN \ r �, AS PER DTL 1/A5.4j aCo $ FINISH, W/ THUMB-TURN 4 SCHLAGE C KEYWAY t i i 4". n 4 FO- bail 1 1 1 DOOR CLOSER DORMA-8916 AF89P FCSL 5N1 689, (USE THRU BOLT ANCHORING OPTION) N 2 PULL PLATE, 4" X 16" rytt / 0 a i 2 PULL HANDLE, 8" CENTER / 4 DOOR CLIP, TYP , T,„ . U 1 KICK PLATE, 10" X 34" �� I / FF 8 f 11 _ 4.1 6 WIRE DOOR CLIPS TYPE ATHRESHOLD !A SINGLE (FLUSH) LEFT HAND SHOWN g NOTE: ALL DOORS MAY BE OPENED FROM THE INSIDE W/O KEY, SPECIAL KNOWLEDGE, v 1 OR EFFORT. 5# MAX OPENING EFFORT DOOR 15 EQUIPPED W/ SINGLE-EFFORT, 1700R DETAIL �► �, 0 ci NON-GRASP HARDWARE. DOOR COMPLIES WITH ADA REQUIREMENT FOR AN INSIDE LOCK. SCALE: 1/4" = 1'-0" S a z0 � U1 Z REBAR IN BOND BEAM `I♦ P DOOR CLIP , '` �� 1 > `\ Ili A5 PER DETAIL 1/A5.4 I y � _ \ HM DOOR W/ CHANNEL Q EXTEND FULL WALL I G / 1:2 SLOPE FILLER ® BOT °� /• / REBAR JAMBS `� \\ ® GONG EDGE `� Y LENGTH ! A5 PER DTL 1/A5.4 , SEE SHEET A3.3 ._ �/ AVOID INTERFERENCE ! � I a FOR TRIM 4 >/ ! i 7 ms II. i u� t t- �- 5EE SHEET A3.3W z SIDING DETAILS ! SLOPE 1/4":12"A„ o x -1, , I , j 1/4" FOR TRIM I , ._, SIDING DETAILS a .- „ 7(- z W tnL LOCATE DOOR CLIP I ilk— a. o ' . S < 0.t 01-07-4" Q / IN MORTAR JOINT •V 1/4" • 'd ° ° a ° ° Z0b i a rt4 Zq Q ' GROUT SOLID , • ' EQ a EQ . W " �� #5 X 1'-0" LONG DOWEL ° ° Al I % ~ ADDITIONAL (1) 8'-0" #5 REBAR �, \ \:i12" O.G. (AT DOOR LOCATIONS) , ; Q _ EXTEND 24" BEYOND DOOR • WRAP WALL IF REQUIRED ry a ° a a. a 4. m a GONG SLAB REBAR ° e Z z PLAN 8507 STEEL DOOR j j� A K ' A5 PER SLAB PLAN v Q DATE: CAULK GROUT SOLID THRESHOLD DETAIL ? 06/09/2014 1 15/16 Id 1� 1- ,, REVISIONS / / 1 3/4" X 4" 1 15/16" `� SCALE: 3" = 1'-O" pQp II �- o Br / / I — HEADER DETAIL JAMB DETAIL � „��,< CR .fl anN 3 110(-14-2016 TH Q in DRANK BY' SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" O a \ CR SHEET NO. AS.2 i VENT SCHEDULE r ,�.��� ANCHORS (p�� �t*.� 9O.if INSIDE I� SYM SIZE INSERT SLOPE SILL HYP k 'fit' g~ CBD • ( ) 73 3/8" x 35 1/4" x 5 7/8" WIRE WEAVE MESH 4.5:12 6 12 ROMTEC XV-048-1015 SAVE GLULAM BEAM cff;•` U 2, ? 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(4) 1/4" 'Q,Q 66. 07,75) P�� FASTEN DECKING TO GLUCAN 5 1/8" x 6" GLULAM BEAM 5 1/8" x 15" 4PH M• N PER FRAMING PLAN --i-- GLULAM BEAM #.. 11111 6z ------......r--. 1 t�\y .` ry r ft � c o 1.< '- --- -. AK — 9_ r Ai ; <> oz g „I ",11 , = o W .1 " ( B5. RACKET ✓ as 5 1/8" I EMBEDDED IN CMU • a: C.C $ _$. wilt' V i ,. _ 21111 USP STB-16 �`'' f _ 0 c E . EMBEDDED CMU/GLULAM j �• :D i CONNECTOR BN 3TOR 05, ROMTEC • 1 .e i t o N _ m i J ASSEMBLE WITH 3/4" V 0. 1 0ry i r•�' f BOLTS PROVIDED a lr��a GLULAM BEAM = CONNECTOR ROMTEC Q x ROOF BEAM CONNECTION BT-000-1002 0 d z - . e TO GMU ht LL DETAIL z SCALE: 1 1/2" = 1'-0" j � o � o N ,1 Nil- 0 ILI 2 w 1/2" d? X 14" J-BOLTS, TYP. (2) __ V Z 5/8" 05B OVER 2X6 TSG P W v 0 I6 : zi,s zp o4 —� N � I 0 0 V = F 0� 5 cd �� � CONCRETE SCREW i w _ d 5/8". (TYP.02)) 12"oc RS 1/4"x 2 3/4" Q F- _ RIDGECONNECTION DETAIL 2x8 PT TOP PLATE / / o PLAN SET# y 0SCALE: 1 1/2" = 1'-0" z z 18507 Q DATE: oREoIvo 014 3 06-i142016 S TN CABLE YELL DETAIL SCALE: 1 1/2" = 1-0" Q g 1‘4,„ N ev:GR SHEET NO. A&3. 1 I r 0„(0 1 $4; CBD 'Z. 01./...),/-.4 ` ,` U Cassandra Ruport CBD • <:- ) .... ID#1063772 1Ji , *1K►* PER ROOF PITCH RIDGE / HIP FLASHING 1” (V ,ji r`� +* cY RIDGE / HIP FLASHING ,'�j� FASTEN PANEL W/ INTEGRATED NAIL 1C FLANGE TO SUBSTRATE W/ *10 x 1" FASTENER 1/5" RIVET ` EXPIRES: 12/31/2016 PANCAKE SCREWS 0 12 " O.G. SAVE TRIM 12" ON CENTER UNDERLAYMENT 30# FELT \ z UNDERLAYMENT 30# FELT FASTEN PANEL W/ 1" 4< E s 0' INTEGRATED NAIL \ / hi; 1 c CAULK UP INSIDE VERICAL MALE /`.- FLANGE TO SUBSTRATE ��,� `'., 't LEG PRIOR TO INSTALLING /�' # ! ' ZEE CLOSURE 0 }...W/ 10 x 1' PANCAKEFEMALE LEG OF NEXT PANELSCREWS OP 12 " O.G. LL `- ft 5/8 OSB OVER 2X6 TdG '' � ZEE CLOSURE SET IN DOUBLE w .w- a FASTENER 10 x 1 PANCAKE 5" ON BEAD BUM. TAPE AND UP g 1 L' LLU NOTCH PANEL 1" AND FORM CENTER FASTENER PANCAKE VERTICAL LEG SEE ISOMETRICtilli. AROUND EAVE 4" ON CENTER FOR CLARITY (R25) Lill EAVE TRIM 5/8" OSB OVER 2X6 T4& E EAVE ROOFING DETAIL (R1) 0RIDGE/i�lfi' ROOFING PETAL (R6) :4 A 1 i m a SCALE: 1 1/2" = 1-0" SCALE: 1 1/2" = 1'-0" 1 1 3/4.. NOTE: } / CONTRACTOR SHALL INSTALL ROOFING IN STRICT A. Y ACCORDANCE WITH INSTALLATION REQUIREMENTS OF ` 1 4 _ ROOFING MANUFACTURER. < 0 IL06 �.. Z SPECIAL TOOLS REQUIRED: M LLL ZO t!~ 1/5" RIVET 12" ON U ---"--IN-1-1' �ry POP RIVET GUN COMPATABLE WITH 1/5"0 RIVETS . g F_—..- (Y CENTER 1 1/2" 15 1/4" HEMMING TOOL (USE WITH 15" PANELS) 41- RAKE RAKEBUTYLTAPE SUPPORT TRIM FLASHING 1 Q FACTORY STANDING - -I' •�' w Z h � � RAKE FLASHING iii SEAM OR TURN UP PANEL N. a �o WV Q ' VI T S. y y 1/2" ~ E 0 Y in W FASTEN RAKE FLASHING ' UNDERLAYMENT 30# FELT ,t 3 1/4" W TO FASCIA W/ #q-15 X 1" ' 1 ,f 9 3 Q 1 WOODGRIP SCREWS ® 5/8 OSB OVER 2X6 T4& 8 a ,n 15" O.G. FASTENER #10 x 1" RAKE SUPPORT TRIM PIAN SET# PANCAKE 5" ON CENTER 9 1850"1 RAKE ROOF INC PETAI L (R11 ) g? 06/09/2014 REVISIONS ® 2 SCALE: 1 1/2" = 1'-0" s oe Baa �r+ 00, DRA SCR 5 SHEET NO. \... ( A8.44 1 r fo3-16 1 jk, N F.s o �G 1 F z0 2 • �v � 53•P• �v O'rGON ,p °6. 07,.10 , CONTRACTOR SHALL INSTALL SKYLIGHT IN STRICT ACCORDANCE Ni.i4 PH N1. NP WITH INSTALLATION REQUIREMENTS OF SKYLIGHT MANUFACTURER. I EXPIRES: (--f j z ,§.< cc 2 ccz C $civ tFO u. g v g AIIIT 14 E 0 (*15a q //i 3' MIN V E , ,- / / cu x • 51DE FLASHING, to TYP SKYLIGHT WOOD FRAME � a. o s 1 CAULKING BETWEEN #q x /16" WHITE HEADED WOOD SCREW VELUX FS-A06-2004 SKYLIGHT ROOFING AND FLASHING f i O METAL ROOFING , Ilg 1 ak FLASHING KIT FURNISHED W/ SKYLIGHT INSTALLER SHALL LOCATE w F 4 FOLLOW DIRECTIONS ",r' MOUNTING BRACKET FURNISHED W/ SKYLIGHT hit PROVIDED FROM VEWX / • _• ;y #q x 3/4" GRABBER IN HOLES PROVIDED Q F I ✓' - ;, •4.1 / k Ii 2 to 1 r -• m #12 x 3" WOOD SCREW 12" OG r� to 0 5/8" OSB SHEATHING 1.7/ 2" x 6" WOOD FRAME W Z L.J _I 1L W J L W J 1JJ OVER 2x6 T4G DECKING I\ M N tu O / \ z P W t. tp ATLAS #14 x 1" WOODTITE SCREW \/ \ S 4( Q/ -I W/ NEOPRENE GASKET @ S"oc _Nr 14 m w Z 0 Y 0 to ROUGH OPENING: 14 1/2" x 45 3/4" y < o W D 0 Q LI SKYLIGHT IN/ INTEGRALd a ~ S PLAN SETM OURS 4 FLASHING DETAIL SKYLIGHT SECTION Q DATE: 06/0 18501 2 06/09/2014 0SCALE: 3/4" = 1'-0" SCALE: 3" = 1'-0" REVISIONS 0 . RARE .. 41 3 06-142016 TH OF OAiw�w1�erCR SHEET NO. A8.5 FINISH SCHEDULE WALL TYPE SCHEDULE ��')� v�.. a0 //////////////, 8"REINFORCED CONCRETE MA.6/P4RY NO. LOCATION FINISH DETAIL BLOCK WALL WITH MORTAR JOINTS, ~,• CBD \c GROUTED SOLID ALL CELLS RUNNING a: ':'x. QPRIMED 4(2)GOATS OF BPoxY PAINT BOND PATTERN. Cassandra Ruport WW ALL CMU At.LS FLOOR TO CEILING (INSTALLER SUPPLIED) \�\\�\\\�\\\\����\\\�����\�s`b"REINFORCED CONCRETE MASONRY • • CBD FURRED b"WOOD FRAMED WALL BLOCK WALL WITH MORTAR JOINTS. ID#1063772 . Q 2 WALL FINISHED W/FRP DETAIL 2/A9.2 GROUTED SOLID ALL CELLS RUNNING BOND PATTERN. 33 MALL UNFINISHED CMU WALLS *NKBA* b"WOOD FRAMED WALL i. GEILIN6 2X6 T46 TO BE SEALED WITH CLEAR I i 1 11, 0 10 COAT (INSTALLER SUPPUED) CONCRETE?ITh A WATER BASED EXPIRES: 12/31/2016 FLOOR CONCRETE SEALER(PROVIDED BY z INSTALLER) • 6 id : 1 g 3 , ... ig tz. ii t ...,11--i, 1 i , . u... , -..447 . , $ Lia :- :i i R!:l 7 r � irriirrriiiir /77/////k///////7/0/////////////////1 ] ""'72.1111 ( ) Y lin 41 1 ..._ _ s 0 1 b.-, gil: El 0 FD — 1:> .)1 U4 iti 8 A 0 to C-1-1 -14- -1-1-. 1 — -____-__ ] a 1i ii- O �`'� i } v Q [Jd �J I rrir /r ////// .-)////lei L ] 1 di o IA 1 so A SII RWGE 11 _�___ __-- _ __ -- _ _; ] ,ii 10 I OF ��� # 1 ` ' $• y 'ii �j L�o di (L J CRR •.OF 0 0r /7./../ r s4rzjiric✓/ ] 0 V Cli / _ ,; O /, I 9 § i 1:( V -2 'L. �I r i ®FD I k z d .p M i Z Ii wga °� 0W __ V PLAN SET* .% R 4 , 18501 I/"13% rlE►4W 7//////////'// /////////(///// //// (/////////////// ] Z z I rte%J &w . DATE: - DATE: i 06/041/2014 • REVISIONS I4 Rev. wre: .Y 3 06-14-3016 Til A4.1 ,���1� .o INTERIOR IAIALL FINISH PLAN 111".0 @(21 \ CS j SCALE: 3/16" = T-0" SHEET NO. G Act 1 ,. j No 1 FRP PANEL INSTALL DIAGRAM - NOT TO SCALE i �48" / NOTES: FRP PANEL INSTALL b` cc���p.`CHROo 1 1/2" 14 1/2" 16" 14 1/2" • TO AVOID BUBBLING IN THE FRP `:` _� P O� �N (,'11 \ DURING INSTALL, ALWAYS FOLLOW �4. CBD .0 THE ALPHABETIC SEQUENCE FROM w \ oQ Z. N THE MANUFACTURER (SEE U: Cassandra Report DIAGRAM) CBU ? a A 0 il '-• ' LAMINATE ROLLER. WILL HELP ID#11063772 Ho \ REMOVE ANY AIR POCKETS. ............• 11i • DRILLED HOLES IN THE FRP MUST *ri'KBA * R .0 BE 1/S" LARGER IN DIAMETER 5/8" 053 OVER 2X6 T4G ,♦t Iil/ I ... •• t B THAN THE FASTENER. Z0 0 0 10 \ • APPLY SILICONE SEALANT PRIOR TO L EXPIRES: 12/31/2016 INSERTING FASTENERS. v r �0 5 D • ALLOW FOR EXPANSION, A 1/4" GAP 2 l. 15 TO BE LEFT INSIDE THE DIVISION c >: All 11 1' i i. .0 a C 0 ,�o• \ * BARS. I �" bo aIR REFER TO DETAILED INSTALLATION ►, ; oC 1 i Ili T :fl INSTRUCTIONS FROM THE :4 .4 O y� MANUFACTURER w+ l & /�� � #12 x 3" WOOD t .a 'a l 41, o D 0 I� \ • EACH 4'XS' SHEET REQUIRES 29 :f , SCREWS, TYP.(2) RIVETS PER. LAYOUT SHOWN d ► . ' ►: I "VII ROMTEC PROVIDES 32 RIVETS , PER STUD U Ar°U ZO ZO PER FRP SHEET ! 4 (T ii _ • WHEN ADHESIVE I5 APPLIED WITH A i' ♦'r x ►-+-I 0 o E o Lo N. V-NOTCHED TROWEL (3/16" WIDE X �� -• FRP E.. S3 h 1/4" DEEPN. , SPACED 1/2" C.C.)2/3 �4 1/16" 055 \ \o V OF GALLON WILL BE NEEDED PER Pr �� ° I- V SHEET ROMTEC SUPPLIES ONE TRIM BOARD BY \ \ oW O F 0 Mol `. GALLON PER FRP SHEET INSTALLER . ' o. . i FIBERGLASS REINFORCED PANELS (FRP) SECURE TO OSB W/ oil ,,.. ADHESIVE AND FRP FASTENERS PER SPECIFICATIONS. APPLY .' P4 } WATERPROOF COATINGNUWALL HEIGHT ON ALL EXTERNAL WALLS. ►•�' o . X In iii N N 0 0 7 � a \\tel 2x6 PT STUDS 4 BOTTOM PLATE i I i . •• \ :,III STUDS 0 16"oc p - — — ^ — _ - - _ \ Ill 1/2" x 4 1/2" EXPANSION E W V \ \ 8" CMU BLOCK WALL �' I ANCHOR BOLTS ® 16" O.G. a_ < 9 • • " \ l►. �� 6" COVE BASE' egli g Z• ‘ Q . . \ --.. -IMAM 11._ § i .< E - - - - H �, z 5'1/2" BOTTOM PLATE m N Z { , \ OVER SILL SEALER < 0 U.1 9 tilt Z n � - 2x6 Y^IOOI ' FRAMEP Y' LL SECTION PLAN DIVIDER. BAR 4' "1 5/8° - DATE 8501 VENT, DOOR FRAME, SCALE: 1 1/�" = 1�-0° 06/0 — Ili REVISIONS WINDOW FRAME, ETC ELEVATION REV. DATE. •v 3 03-14-2013 TH 6" RUBBER COVE IN RESTROOM so FINISH 1NALL LL FETAL WHITE SILICON CAULK ?Q <w BY: CR Cl J I V'� SHEET NO. SCALE: 1 1/2" = 1'-O" 1.2 L �7 Orli PLUMBING SCHEDULECBD a: :x UCassandra Ruport SYM FIXTURE 55 V GW HW CBD WG-1 ADA TOILET 3" 2" 1" -- ADA FIXTURE ID#1063772 UR-1 ADA URINAL 2" 2" 3/4" -- ADA FIXTURE ...... LV-1 HAND SINK 2" 1 1/2" 1/2" -- *MOM* S-1 UTILITY SINK 2" 1 1/2" 1/2" 1/2" al 'f► •a t FD-1 FLOOR DRAIN 2" 1 1/2" -- -- EMERGENCY \ EXPIRES: 12/31/2016 1 FD-2 FLOOR. DRAIN 2" 1 1/2" -- -- g r DF-1 DRINKING FOUNTAIN 1 1/2" 1 1/2" 1/2" -- I. H13-1 WALL HYDRANT -- -- 3/4" -- c 's H13-2 WALL FAUCET -- -- 3/4" -- 1 Hifj§ 1.6 d ir _ pt d rel a ,,,,,, -i 1"b- w gi E.--4 NOTE: PROVIDE GLEAN-OUT BENEATH ALL SINKS AND LAV'S AS REQUIRED BY CODE t 0 t i 0 NOTE ROMTEG BUILDINGS ARE DESIGNED TO HAVE 40-60 PSI WATER PRESSURE FOR ED W THE PLUMBING FIXTURES. IF THE SITE HAS A PSI OTHER THAN THIS, IT IS THE°INNERS g RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER.OR BOOSTER PUMP NECESSARY. I GENERAL PLUMBING NOTES: ' a 1. ALL PIPE(WATER,SB'VER,VENT),JOINTS,AND HORK SHALL CONFORM TO UNIFORM PLUMBING CODE, STATE CODES,COUNTY AND LOCAL CODES AND ORDINANCES. ? ! 2.CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS. Y 3.CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATED ! 2 RUNS,SECURELY MOUNT USING UNI-STRUT,IN STRAIGHT AND UNIFORM MANNER FOR FINISHED 4. 6 4 APPEARANCE.PIPING SHOWN 15 DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR. IPO I- IL Z 4.CONTRACTOR RESPONSIBLE FOR PIPE SIZING AND SHALL PROVIDE ADEQUATE WATER PRESSURE TO ALL PLUMBING FIXTURES. ! O � �, = pCV Z9 5.CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR DRAINING INTERIOR HATER.AND AND SANITARY T(' Ln (6, SEINER SYSTEMS,AS WELL A5 SHUTOFF OF ALL FIXTURES Z �l((=JJ b.IF THE SITE REQUIRES AN ACCESSIBLE BACK FLOW PREVENTER AND/OR PRESSURE REDUCER OR )- tn Z ' 3 BOOSTER PUMP IT IS THE DINERS RESPONSIBILITY TO PROVIDE. Z LUa- 1 Pi cd /.PLUMBING TO BE DRAINED BY GRAVITY TO SHUTOFF VALVE BOX. X TIL ii - ; fYVW 8.WHEN INCLUDED HOT WATER TANKS REQUIRE A PRESSURE RELIEF VALVE AND A DRAIN LINE TO THE EXTERIOR OF THE BUILDING PER 2009 UPC.SECTIONS 608.4 d 605.5. CONTRACTOR TO PROVIDE AND - y A p. T INSTALL TWO STRAPS TO THE NEAREST WALL,ONE STRAP AT TOP 1/3 OF TANK AND ONE STRAP AT BOTTOM 1/3 OF TANK, IN COMPLIANCE WITH 2009 UPC SECTION 505.2. ��S� i 18507 q.FLUSHOMETERS ASSOCIATED WITH TOILETS USE NO MORE THAN 1.6 GALLONS PER FLUSH. -9 DATE. FLUSHOMETERS ASSOCIATED WITH URINALS USE NO MORE THAN 1.0 GALLON PER FLUSH. BOTH OF THE 06/0c1/2014 ABOVE SHALL MEET PERFORMANCE STANDARDS BY ANSI A112.19.2 HIS GORE,SECTION 11921.3(b) REVISIONS REV. WHEN FIXTURES REQUIRE WALL CARRIERS THE WALL CARRIER SHALL BE SUPPLIED BY CONTRACTOR. c - 14 3 Ob-114-2016 I 114 UI \ BY. CR SHEET NO. P1 I o��o 'N ry PLUMBING LEGEND too' v,tT °° V GOLD WATER w CBD • U: Cassandra Ruport E z SS SANITARY SEWER CRD TO SEPTIC OR SANITARY SEW . ER WATER SERVICE .... ID#1063772 SYSTEM AS READ BY OWNER INTO BUILDING *`;v;GIA* .. li ,,I 'ir i .• t TOTAL: 135.5 WiiSFU ` EXPIRES: 12/31/2016 PIPE SIZING: 2012 UPC SEG 610 i In Ei • 6 h 1 on 1 ,. il IV :'1/ ■R G1 a ///////////)J ///✓///(///////////// /!/////////////i 3 o Ar !I a,% tO ._ $t as 110 I 'i aliT El a . FD-1 — c C33 RR WC-1 ---- = 1V6-1 LV-1 ii 1 1 O a�,OM NM ce WAI I 0. E-1-1 —1-1 / 7/'' i // /// /// ///t / I- 3 -1-1 -1-1 o 0'= r } -211,33 ) HBLV-1 z !FD-2,= d!. g C33 RIDGE �j ` ---- ---— :: a a e 5-1W, ' FD-1 El DF-1 al %I � %� �: v C-I-1 -I--II DF-1 0 , i // . // //i / rr/ $,, } _ e.....,— Noor -I rtil I- 3 IL ioq 6 .4.'IFNE % 1 I H Z UR-1 i lU C> 33 041 WG-1 --- ---• FD-1 LV-1 3 . 0 F� W k ifzz N Zr; W D- lL N L_ ;p uis PO f e. , _, ////////i//il/ ///////////////////i / //////////////// 3 9_ Q 1 o uF /ii, rw/ I PLAN SET# G.O. Q z 2 1 asol p DATE: 06/041/2014 • REVISIONS A REV. DATE 7t 1 11-O3YJ14 GR PLUMBING PLAN -,)- @ 14_�'b '" 0SCALE: 3/16" = 1'-0" r, <e> E3 �, a GR SHEET NO. C P2 1 l r o'\b PLUMBING LEGEND �,,�1P" �Azxxoo4r w GOLD WATER C C '' BD ' z 44Cassandra Ruport i tri CBD ��U NOTE:(7FIXTURES ARE SYMBOLIC ONLY ID#1063772 11 ,Q' fN REFER TO SPECIFICATIONS D C� PRODUCT LITERATURE FOR ..•... �/ INSTALLATION DETAILS *NKBA Lt7Q ,A1 11/ / ? I. t /'o As EXPIRES: 12/31/2016 gkil 173 di A 6 .,! 11 il:v 5.1101 2 LL LL TRAP PRIMING VALVE TOTAL: 135.5 WSFU $ U BY CONTRACTOR / PIPE SIZING: 2012 UPC SEC 610 E PIPING TO ALL ? FLOOR DRAINS ez RI LV-1 C WC-1 WG-1 1 UNIT o 40 UNITS 30 UNITS — Ez 1; ? D (ip, w ii .1, ,I, 1" 1" 1/2" f W LV-1 HB-2 1 UNIT z 1 UNIT 1/2" 1/2" a 4 V TRAP PRIMING VALVE Ii 5-1 INC.-1 BY CONTRACTOR 3/4° 20 UNITS PIPING TO ALL 6 4 �i 3 UNITS FLOOR DRAINS 1" NOTES: 1 o el0 PRIMING VALVE 1. WATER PIPE SIZE AND PRESSURE REQUIREMENTS • V1 -' p 2 TRAPCONTRACTOR MUST BE Dt i CKMINED BY PLUMBING CONTRACTOR § i Q iii BY PIPING TO ALL BASED ON LOCAL SUPPLY. w _ Z X z DF-1 DF-1 FLOOR DRAINS 2. FIXTURE 4 FIXTURE CONNECTIONS ARE SYMBOLIC IN N p u.1z _ 3 0 1/2 UNIT 1/2 UNIT UR-1 LV-1 NATURE ONLY. REFER TO MANUFACTURER .. , j (� Ul • in ix iii • WG-1 20 UNITS 1 UNIT LITERATURE FOR EXACT FIXTURE SPECIFICATIONS. n o o 15 UNITS x Q1 3. ALL SANITARY AND DRAIN LINES SHALL BE �2 2 1/2 St 1UNIT5 SCHEDULE 40 PVG OR ABS. IY z .. , W c 4. ALL WATER LINES SHALL BE COPPER OR. PER a Q ~ w LOCAL CODE. NO JOINTS BENEATH THE SLAB. a�nN SET* 1/2" 1/2" W 3/4" 1" W 5/4" W 1/2" 5. WATER PIPE SIZING 15 A MINIMUM SUGGESTION. 2 18501 PLUMBING CONTRACTOR WILL MAKE THE FINAL ? DATE: 1u 06/OW2014 DE I CKMINATION• 1- • REVISIONS 6. ALL WATER AND SANITARY LINES SHALL HAVE 7. a w FLEXIBLE JOINTS AT EXIT POINTS FROM THE ' „os aa,4 c►� .fl S 06-14-°14TH PLUMBING RISER SCHEMATIC DIAGRAM BUILDING. 0 O Q ,oar evCR NOT TO SCALE SHEET NO. P3 r a.,0 \ PLUMBING LEGEND ,,,,i' Two 04, SS SANITARY SEWER �`; CBD ..•:�� TO SEPTIC OR SANITARY w ,,z t, Cassandra SEWER SYSTEM AS READ v — VENT LINE Rupon U BY OWNER • NOTE: : ID#1063772 FIXTURES ARE SYMEOLIC ONLY ........ REFER TO SPECIFICATIONS AND *NKB4* PRODUCT LITERATURE FOR 1r ' - +• t INSTALLATION DETAILS 21 DFU ` EXPIRES: 12/31/2016 J A 1 1/2" g 2" 2r 1 1/2" • u & LV-1 .-1a- le" WC-1 WG-1 • GD 1 UNIT c 4 UNITS 4 UNITS � 1� 6..? g ' v J� 1 a < $_ Fri1 ,� pwLL U 3.. .. 2"� ti`s- 2" �( $ 111 S � /2" i .6:I c - W 3"VTR 1 i` = 0 .;. i LV-1 ILI al A A 1 1/2" UNIT a c fl1 z Tn / kn di 1 1/2" 1 1/2" A FD-1 11/2" v UNITS �_ d S_t 2..� SS / 2 ti 3 UNITS A ^/ A 2" 4"�TS Y i l � � / M. tib-1 _3 2" SS z Q NOTES: x _ _ � � � � 1. WATER PIPE SIZE AND PRESSURE REQUIREMENTS n W Z < (-) 3"VTR MUST BE Dt 1 EKMINED BY PLUMBING CONTRACTOR i 4 V Xi X BASED ON LOCAL SUPPLY. i w Z 0 2. FIXTURE d FIXTURE CONNECTIONS ARE SYMBOLIC IN m `n z I- v v v NATURE ONLY. REFER TO MANUFACTURER W 4/ 1 1/2" 1 1/2" 2" 2„ 1 1/2" 0 1 1/2" LITERATURE FOR EXACT FIXTURE SPECIFICATIONS. T iin n V t DF-1 DF-1 Vi 'v t 1/2 UNIT, 1/2 UNIT, LV-1 3. ALL SANITARY AND DRAIN LINES SHALL BE V t m _ 0 0 o WG-1 2 UNITS 1 UNIT SCHEDULE 40 PVC OR ABS. _n z Q - i 4 UNITS 4. ALL WATER LINES SHALL BE COPPER OR PER i LL a) 3 FD-1 LOCAL CODE. NO JOINTS BENEATH THE SLAB. v P sol e 5. WATER PIPE SIZING 15 A MINIMUM SUGGESTION. — DATE: 1 1/2" 1 1/2" 3" -2" 2.. �- 2" PLUMBING CONTRACTOR WILL MAKE THE FINAL t 06/0q/2014 o S S S DETERMINATION. 4" 55 LINE ABOVE 6. ALL WATER AND SANITARY LINES SHALL HAVE REVISIONS o3 you cR 0 CO FLEXIBLE JOINTS AT EXIT POINTS FROM THE .o _ 3 oo-i4-ao* m i) fi�LUMSING RISER SCHEMATIC DIGRM BUILDING. Oa ay GR lSHEET NO. NOT TO SCALE rr o'\'o GENERAL ELECTRICAL NOTES: 1P. 0.1. ALL WORK SHALL COMPLY TO NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES. �� 2. CONTRACTOR TO PROVIDE TEMPORARY POWER AS REQUIRED DURING COURSE OF X, CBD ':1, CONSTRUCTION. U Cassandra Ruport ;V 3. THE CONTRACTOR SHALL FURNISH 4 INSTALL SPECIFICATION GRADE CIRCUIT BREAKERS, CBD WIRING, CONDUIT, GFI RECEPTACLES THROUGHOUT, SWITCHES, AND STAINLESS STEEL ID 01063772 COVERPLATES. 4. ELECTRICAL CONDUIT IS TO BE RUN WITHIN THE WALL WHEN POSSIBLE. ELECTRICAL BOXES *NKBA* ARE TO BE FLUSH MOUNTED WHEN POSSIBLE. ALL EXPOSED CONDUIT 15 TO BE SURFACE A♦t *jr i '" r. ' MOUNTED AND RUN TIGHT TO WALL OR CEILING AS READ, OR. PER CODE. 5. FOR MECHANICAL ROOM ALL EXPOSED CONDUIT IS TO BE SURFACE MOUNTED AND RUN \ EXPIRES: 12/31/2016 i< TIGHT TO CEILING AS REQD E i i RSI 1 ELECTRICAL FIXTURE SCHEDULE: p . .'5 Oil l x ...., .g- i ® BP MAIN BREAKER PANEL741111 U \ / 1 `1 41 i� L".T I� LF-1 LIGHT FIXTURE O LF-2 4& FLUORESCENT LIGHT wiE.--" SL-)m 1 PCL-1 PHOTOCELL X ,--' HOME RUN TO BREAKER PANEL z In 9 110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTED Q M CI MOUNTED A MIN OF 15" ABOVE THE FLOOR (CEC 210.x) J La n SWITCH, SINGLE POLE MOON Tt ) ® 48" AFF, UNO w ph 0 (L al til w ( 05-1 OCCUPANCY SENSOR 6) = p 0 sgzo0 � T TIMER IIPm Z W III % Uy < � � _ WtI0W PLAN SET# z o 18501 (i DATE id 06/09/2014 REVISIONS O REV. DATE: Y 9 06-14-2016 TH p 4 06/22/2016 GR ,-4DRA BV: ©C \ GR SHEET NO. \... C El ( r o\b ry i'"/ CBD `-,$ U' Cassandra Ruport i ril CBD ID#1063772 *NKBA +a$ 1111 .. .0 t _ ` EXPIRES: 12/31/2016 — i 1a � z � 'I�..'4.4 IIe:% ////////////2 ////////////////////// /iii//iii///////i rr a ►„z 0 '/ • ci 31 . 0 _, • • o $ 1 6 ! 1 1 I iii If 1 iii r iLF2 j LF � � I C1-1 -11 a. Iiiiiiiiiiiiiiiie►iiiiiiiiiiiiiiiiviv�ii r ] '1'1 _1'1 ;% D 7I I i r o jo1' � m 1! t. 41 cdd it LF-1 RIDGE 0S-1 �;• —..___ 0 �D L J� I I 1 • 1 gaLF-1 0 40 ! IIB' aO / 1 kt) -I-4 Cl, Jail ir0 G: r.-- r.. A LF-1 I '; / 1 i LF-2 ., LF-2 ,) O • VII 0 I ? 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ELECTRICALLY CONDUCTIVE COATED 5 §1 i 120/240 VOL STEEL REINFORCING BAR (REBAR) . O 18 ' ii •• _.,'':: ELECTRODE/REBAR SHALL BE NO 0 t Ek i li g 1 -I- ' '.' . .' ..' ,» ll LESS THAN 1/2" IN DIAMETER , ° +j- I SEE DETAIL 4/E3 owl �l LOCATED NEAR THE BOTTOM OF THE _ L-412211 U • CONCRETE FOUNDATION AND ENCASED Y 11 ',,,//////7/71////,'/.//////././7 ' 4.1 TO UTILITY - WITH A MINIMUM OF 2" CONCRETE . a TRANSFORMER .P.':.: ••,:.;.,,....*:,,.;,.:: :• INSTALL PER NEC 250-52(A)(3) . f7, q E-4 ,,,0„ . •. . ......• •.: :,.• ti ONE-LINE DIAGRAM %�\j .� '. . / /�/� CONCRETE FOUNDATION IN w W 0 \,\\�-�..VA/Vv,,..—' .i'' 'o'\\ /�/�/% r 1-17. O NOT STAMP RECYCLE NOTE: INSTALLER. MAY BE REQUIRED CUT CMU RECYCLE ALL USED SHIPPING MATERIALS AND BLOCK ON-SITE. FOR EXAMPLE, THIS MAY \ LEFT OVER BUILDING MATERIALS INCLUDE CUTTING BLOCK FOR ROOF SLOPE, 6 Z ri< NOTCHING BLOCK FOR BOND BEAMS OR GUTTING FULL BLOCKS TO CREATE HALF c 1'- BLOCKS. ROMTEC 15 NOT RESPONSIBLE FOR 6 R .15. A 7. NY COST OR CONSTRUCTION DELAYS O ti ASSOCIATED WITH THIS WORK. a .., I il 0 c ; u 1a BLOCK SUMMARY ( ro LLLL LL Count NO name '9 H 382 18 18 5x16 Smooth Sond ii: ADDITIONAL 8' #5 REBAR CENTERED VERT. REBAR PER _� 663 11 1 q 5x16 Smooth IN DOOR HEADER, SEE DETAIL 2/A6.1 DETAIL 1/A5.4 1u a q6 20 20 8x8 Smooth o FILL CHANNELS AND DOOR z FRAMES WITH MORTAR d 1c15 21 2q 6x 16 Smooth I �I I li FIT STEEL MASONRY FRAME ANCHOR CLIPS 34 30 30 6X8 Smooth INTO COURSES 2, 6, �a 10 I "0/#0°. i I I z I wI ,.. i 108 31 31 6x8x 16 Smooth Bond i , I y I � 1 I HORZ. REBAR AND HORZ. LAP ���' I ...4.-4.,..,_,.. 1 PER DETAIL 1/A5.4 IL tillerIlti1 .-I )L -,'-' ,`O'„'-1111IIIIN-41 Id I V Z bl LtIli O 00 1111111tii...-kw I § r( Id Y NW� — PLACE 2x4'S BETWEEN F p CENTER VENT IN WALL s ry DOOR FRAME TO SUPPORT �, F (IF CALLED OUT PER JOB) DURING CONSTRUCTION a i ' ft iV W -LEVEL BOTH WAYS a Q F N PLAN SET# NOTE \ / z i 15501 SEE EXTERIOR ELEVATIONS DATE. FOR DOOR AND VENT LOCATIONS\ i 06/01/2014 SHOWN HERE FOR REF ONLY T 44 REVISIONS ib p7j � rEMTE 8Y SLOGK INSTALLATION DETAIL 0.1 6Y: 1 Oaf CR SCALE: 1/4" = 1'-O" SHEET NO. S1 CO E3 OQ d � T __. rn I 1- . . 1- 1' 1- 15 1' - qh 1 1 1 1. to 6 �:� tc ip • I • i • • a' I ," 1a 1: 15 1:(':i a II• • • II cp• • I 0, ip i II 5' a • Eil is ti 1a 1a 1a 15 1a 15 t':i 15 15 15 15 ty 15 ti ti 0 w ip 6 6 6 15 15 15 15 1a 15 15 15 15 15 C 1 r--..\ I (jl 2 rl ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER -A Z U O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. C3 / i O> l PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering,.stiucturst Inc. ' " .....90) '�'" —i DIRKSEN NATURE PARK m �� Fa Omce 3, m 250 Melt Klamath Fels,Oregon 97603 0 T Pharr:(541)850.8300 Fez:(541)8504233 (�` Q u, ,� TIG�RD, OREGON ROM�EC2�6Ii IntoOeluaurel.oam A N O J SHEET TITLE: PLAN BLOCK 4 AO RROOSEBL NORTH BANK 87.OR 9146 , ___J �`•— PTEC (541)495-3541 FAX(541)-4954)603 te EC A EC EA C otil N 19 1 19 1 19 1 1,1 1 NI 19 119 119 119 119 l K I [ 19 119 119 119 119 119 119 111 D 0.11 -a A y1 NA A A J1 tJ al w 9 1 19.1 1q 1 19 119 119 N A A A R ._A A A9 N A A .SII 1 A 19 KiI 19 119 IA 19 119 119 I tti 19 119 119 'NI 19 A A A A A A ^D A1 119 119I 19 INI NI 19 119 I19 I19 A 9 c I 0 ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER -1 Z u 0 NO DISTRIBUTED,AND BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. Wrn f o D PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. > a 0 CD I. m o m M"i DIRKSEN NATURE PARKvariteirucairetcorn -� V < O V' 250 Main Klamath Falk,Oregon 97603 A d o il D. TIGARD, OREGON R0MEC2I6-4 Phone:(541) ure1 um1}8so-ez33 li Z J SHEET TITLE: BLOCK 18?AO I�RTN BANK ROAD A N O A •MTECROSEBURG,OR 97470 - PL.AN _ (54114963541 FAX(511}196-080.1 /\ c E3 E3 E3 E3 0 0 Al to rn to 19 119 119 119 1 tq 119 I 1 19 11q 119 J I( k 19 I la 119 119 119 119 I /9 1 n ! .1 A19 19 19 iq 19 1 A N J1 JS 1.2 N JJ 1q td 1 19 [ 19 1 19 119 119 119 Ii1 1 19 1 19 11q 119n 1' 9 al 1 1 1 19 I iq 119 119 11q I i 19 119 119 I la 119 I 1 I° ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER (.11 ZDISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRI, t tN PERMISSION OF ROMTEC, INC. ( f oD v PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. ' V O 23 (3NN m/�h DIRKSEN N,hTURE P�4RKFab Woe A0� �,ten,KFab,pagan 97803 ". ""y n� Du' Pimm(541)8508300 Fax:(541)850-8433 4 TIGRD, OREGON �,s t0os .9.,.wt, A r Z N SHEET TITLE: BLOCK - _ 10240 NORTH WORM Z MTEC (1) Q ,• ftOSEBUFi(i,OR 971711 1 * PLAN i (541)-4964541 FAX(511)49(10003i l IEC gi IA EA 8 C A rn -1. 1q 119 119 119 11q 119 1 19 119 119 11q IN) 19 1- 1- 19 19 1- 19 i1 D o A LigIjig 1 d a , J] 1 19 1 NI 19 1 19 1 195 19 1 19 1 19 I 6 19 19 iq • Fir J3 IA J3 I A 19 1 19 1 19 1 19 INI I[1l iq 1 19 1 19 1 19 sl V . r n = . m 1 ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER p DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 1 O°> lit PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. 1 O O kil < o m cP DIRKSEN NATURE PARK � ► 250 Main Kiwnelh Fa Orepon 97803 1 n ! in li vii.,.TIGA�RD OREGON :(541)850-8300Far(541)850-8233 Kcx rrsczis�i a,meewau..l.00m A z N J SHEET TITLE: BLOCK �a2 a NORTH BANK PLAN _ TEC (541 � µ9a J\, , E.:3 ca co c, Oa kJc Ul � T til ip 1s lib IlaIlsltalla1Is) 18IislisI . t- 15 1 1 1 U) w !• a — w 9 t.. 5 5 to 5 15 1: . 15 141I 61 w !! 5 ■ _ m a !• 5 a w jt.t 5 • 5 w ! 5 ■ _ in to I 16-176 1 115 118 I is [18 115 115 ic1 ( 18 18 11a 115 1 1 ii ip 5 18 rib I18I1sI1a1 11s115118I1sI18 V' r 5;1 6 "(...)co X —1 _ rl ©2015 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAYVINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER11/ 6 DISTRIBUTED,AND NO BUILDIN65 MAY BE CONSTRUCTED FROM THESE PLANS,1NITHOUT THEY MITTEN PERMISSION OF ROMTEG, INC. (11 (i O a 1) PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision StructuralEngineering, Inc. ON 1 Q CP fg DIRKSEN NATURE PARK 250MaE Falls. 97603 n Iz �, 4 TIGARD, OREGON Phone:(541)850.6300 Fax:(541)850-6233 0qi ROMFEC2I6-�I inIoOsruduwat.com 0 O SHEET TITLE: 18240 NORTH BANK ROAD N O —! BLOCK SIvITEC R BURG,oeoR0PLAN — (5„►+»&35„ FAX I54,µo6oao3� 9 I 'N ® � -0N X W � u 0 0 n 0 C 1-U to rn 19119 ( 19 I19I19 I19I19 I19I19119 INI 1 11 1 19 1 11 I19119I19I19I19 A u Il 0 AA A J1 A A 11 A 1 .Aa 1 19 1 19 1 19 ) 19 I to A A A J3 A A I A I I A A 11 19 1 IN 1g 11a 11agl 19 I la 11a 1 Rif is 1 19 119 NJ19 I -ti I J3 I I I -A I 19I191toI19I I PI1aI1a11911a .:4 , n I V. ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWIN65 MAY NOT BE REPRODUCED,ADAPTED OR FURTHER O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE 1NRITrEN PERMISSION OF ROMTEC, INC Z lc-...) , W n 1 o> v PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. 1 O O m N m-M, DIRKSEN NATURE PARK 2zoMak) w 97803 O lY% Phww.(541)8548300 Fu.(541)8508233 (� Q TIGARD, OREGON ROM76C2I8-1 ,„,�,.,�,, 0 SHEET TITLE: Z 18240 NORTh BANK ROAD 13 O —r BLOCK fA PLAN (\/`�� 240 NORM AO97470 ^ 0 - PLAN _ �,/ (541)495.3541 FAX(541}4880903 A 1 n 0 C ul ni 19 119 119 119119 119 Ills) 19 119 1 19 I Ic 19 119 1 19 1 19 1 19 119 119 n .tenN A A nN fl r1 61. 11h A 19 119 119 119 119 1144-°I .a 1 1.1Al ,r1 A 1J J1 9 9 -AN A 19 NI 119 119 119 119 119 119 IN I. 19 1 19 119 119 I (1 1 a a .n s 11 D 19 119 119 119 119 I 119 119 119 119 T 19 I ii'). 2015 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER -' Z q p DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRI I (tN PERMISSION OF ROMTEC, INC. /1 i O°r o PROJECT:2051 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. 1 a CP z T5Z m- DIRKSEN NATURE PARK Z� „NemethKleinighFah Me ,97803 X 'A 0 TIGARD, OREGON TE«1s .., .,. z O -4 SHEET TITLE: BLOCK ,62�ti0RTJf8MNCROAD 0 0,OR 97170 `.._ � (si, PLAN TE )49e3541 FAX(s„)499 I\ .� te n 0 C A ul rn cp 1, 119 119 11q 119 119 11q 1 19 1 19 1 19 INI 1141 119 11q 119 1 1q 1 19 11q 11q .11 TI :41 1J al 0 .0 A jig I1aI1911911a119a A 1 Kt Np A 1 A A :II 1 1J 1, 19 1 NI 19 I tq 119 11q 119 I iq 1 INI 19 1 1q 119 (NI i9 A .d A A A JJ I rt, A A, 1q 119 1 i9 1 1a Itil ILII 1a 119 114 I iq n I \ coI zri ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT SE REPRODUCED,ADAPTED OR.FURTHER o DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. `�,, Crl , 0? '0 PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. "") �+' O 0 vhvw.structur11 m 0 m,� DIRKSEN NATURE PARK .��''►. 25DMahgamatttFFa�hc,k„9760, I -' A.. ui TIG�.RD OREGON °:«." Fax 1)8 z -V to c�9k ROMTEC2164 1 0 O J SHEET TITLE: BLOCK 18240 NORM MNK ROAD 4 PLAN R{ TEC I541M 54;F4�� r 1 • CA zc � co o TII A. rn 0� 115II J e I10 11s 11s 1 is 11s lis r- 6' w U 6 6 w to 6 6 w to 6 to 1s 1 1s 1 is 1 is I is 1 11it w 6 w to 6 6 w U) ti' w to 6 6 to to 5 5 to to 6 1s INI 11.5 1 1s 115 lie Its 115 IN [1s 1 1s 115 115 I 1sti m 6 is (15 11s 115 I is 1 1 is I is 115 [ 1s 1 1e ^� 1 ....Ni � (1II iiQ 2016 ROMTEC, INC. ALL RIHTS RESERVED. THESE PLANS AND DRAWR INGS MAY NOT BE REPRODUCED.ADAPTED OFURTHERq rn o DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. W i -1 O g v PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. 1 O / w*w .,.�„ m !° DIRKSEN NATURE PARiG � 250 Main FeleOregon 7803 0 5 ° q vilk TIGARI7, OREGON Plwn.:(b{,)8668300f.x:(6a1)a6oez33 /� O N40 Z O SHEET TITLE: BLOCK ,9ROSEBURG,OR9470D co�� 1 A PLAN (54+H962641 FAX(SI,µD&0803� 0 0 C Ulill 0 1q 119 119 114 119 114 119 itq 119 119 IKI 119 119 119 11q I tq 119 119 119 A _a .a 1 kJ �,I' 9I14ItgItq J19I1943 A d si 1 Ja 1 :ii is J1• 14 IN 19 I 19 I 195 19 I 1q 119 I INIL1q 119 114 IN 19 f, Js I A A A J A J1 .-.4r1411191191111�I 19 119 119 114 r i /0.---..„,\ caI I \^ 1.1 v ©2015 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER W p DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. I O> o PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. 1 1 1;;s),Is.. Q O wwwewuwatcom -�' �' m, DIRKSEN NATURE PARK �� Klamath Falls Office -� M (ftup n, 250 Main Klamath Falls,Oregon 97803 \\.,.............., eme=319 225 n �_ V TIGARD, OREGON ROWEL-216-4i '«1inloastruclure j 1cam 850-6233 0 .4 SHEET TITLE: BLOCK 18240 NORTH BANK ROAD Z 0 P TEC � O aosEeuRc,OR s7uo ��� A PLAN (541)-198-3541 FAX(54l).4a66eo3 A II. 8 C f7/ V' til a 19 111 111 119 119 119 1 1 1) 19 11 s l 1 b I b 1 la 1 19 1 19 119 119 1 19 — Iii 2 NNN ± 9 — t t:11 — 19 119 119 111 119 I 1401 :ii n 18 = 1..1 2 t Tt31 .11 18118119 ( lc, 118lis Iti) 9 0 Ii i 1191191n 1b .0. t Tcu t. 0 9 __.. A 15 6 ip 1s 1 1s 11s 116 I tb I 11b 11b l 1b 11s 1 1b 13(11 W n 02016 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER U3 O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUC I r�FROM THESE PLANS,WITHOUT THE VSITFEN PERMISSION OF ROMTEC, IN` O O i O a -n PROJECT'2b1 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. -� m a' -M�+,�� DIRKSEN NATURE PARKalb Oftica 250 Alain ,Fa1aOman a7so3 (!I NJ K { �l' Fhaw:(541)8504300 Fax:(541)6564233 n.. 4 cn a TIGARD, OREGON KOPITLczis a In a0wu..1.� A - Q to ��1(yyytttlllt••• 2 OAD O .4 SHEET TITLE: BLOCK 1 NORTH 0 OR 14ft 0 ` 1 4 PLAN RO1M1 (541)41183541 FAXX(541NY8-0B03I V , / '1 UI 0 8 Z C ti U rn > � XN 1a 11a 11s 115 11s 115 11e j 1s 1 1a l us lab 11s 1 is 11s j is 1 is I is I is 1 15_I is I is 6 w w 6, a w cU a m w w 6 6 to w 6 m 1,,,t1sIisI1sIis11gI1aw -6 riaw w 6 6 w w m a, w w cv 6 w w 6 6 ' ' 6 15 15 15 1: 15 15 15 15 15 1a 15 15 1: 1a 1s 15 1: 1s 1a 15 I 1 `1 I V 2 m ©2015 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER —1 Z K") rn O DISTRIBUTED,AND NO BUILDINGS MAY SE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. `�. W r" o> PROJECT:2051 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. X (2) {� N"--' PIRKSEN NATURE PARK www.seuctureO --� V o C, 250 Mstn Klamath Fab.Oregon 97603 TIGARD OREGON (541)&506300 Fay(541)850-6233 ROM EC2ts-4t uto®auuauax:(54 Z � SHEET TITLE: BLOCK 1�40NORTH BMOCROM 0) Q ROSEBURG,OR 97470 1 4 PLAN TE (541}4983541 FAX(541)-4956803 /� / 0 0 O A rn Uu [ 1911 , 19I19I19I19I19Itit 19I19lI 19 19 19 19 19 1 I � I 2 I FI9 119 j 19 119 119 L 1]1 1 19 1 19 1 191 19 nal 1 I I I rTh cn / 1 ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAY IINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER ---' W O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTER FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. > 0 ..ma& 0 PRoJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural E EnFalls gineering, Inc. w = M�M DIRKSEN NATURE PARK 250 Main Klamath Falk,Oregon 91603 5, Q 0/' Phone:(541)880-0300 Fax:(511)860-8233 (1 Q N T. TIGARD, OREGON RO fltC2t6-4 .com Z O g SHEET TITLE: 18240 NORTH BAN(ROAD t BLOCK TEC 240NOIRG,OR97470 PLAN (541}1963541 FAX(54I)4 /� n 0 C rn -p. ( 19 119 I tq 1 19 1 19 I iIt 119 119 119 1 19 119 1 - 11 sX19 119 119 119 ] 19 119 a I I .11 13 ( I I NI iq 119 19 119 119 119 ] 19 I la 119 Ihl I 1 1 I / '"1 m ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRANIINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER Z WO rn DISTRIBUTED,AND NO BW BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,iNITHOUT THE RI i i CN PERMISSION OF ROMTEC, INC. O v PROJECT:20b1 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. 1 (! ) DIRKSEN NATURE PARKK .. Of --� Klamam Fags Oirtr� Ul 250 Mata Klamath Falk,Dragon 97803 Plans:(541)8506309 Fan:(541)8506233 g To TIG�R , OREGON ROA(!C2t9 it ZJ SHEET TITLE BLOCK 18240 NORTH BMW ROAD (A ROSEBURG.OR 97470 / _4 PLAN _ TE (541),4 -3511 FAX(541)49609 t r 0 • 0 \ ' 0 fi rn rn 19 119 19 119 119 119 119 11Ii 119 119 IN ls) Np N 44 . J1 19 119 119 119 119 I AO I a N I N y I r19i 19 119 19 ) 19 ("1{1 I ii I19 I19I19 I191 I I i m � ©201b ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER 13:1p DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. v PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. `1 DIRKSEN NATURE PARK Ma 250 Main wvAvatucluratcarn Fah Oman 97603 PMnc(5/,)8508300 Fax:(511)8609293 OI in Q ° �'(Tnry,''T TIGARD, OREGON n C21b-11 �^� ax HANK40 DORTH ZN - SHEET TITLE: SLOG Ir 16gp , R6 Ul - ROAD PLAN R BTEC 041)-496-3541 FN(O,I4 14 H,96-06033 /� J �.�/ � � � `lam J` 0 0 ®j W z c.o U3 !..41 PM 1$ [1a 11b 115 I 1 i 1 1e 11b 110 119 [ w w w w � ‘..11 u,, 1;3 1 1a [ 1a 1 1e 1 1a 11a u, w I _ I w I I lb 11A to I to 11a 11a 11a 1113 I ,b I 1a 1 H I I I I 0) 2 m ©201&ROMTEG, INC.. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR.FURTHER p DISTRIBUTED,AMP NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,YVITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC.. ?. v PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. To Klamath h Falls Odom DIRKSEN NATURE PARK "l"°"` ll,Ore 26D Main Klamath cunei Oregon 97603 ` > TIGARD, OREGON Phone:(Wtntoesl.700Fax(541)850-6233 TT ROBE inls 8300 El 1.com J�+� z N SHEET TITLE: SLOGK 18240 NORTH BANK ROAD O ROSEBURG,CR 97470 PLAN R �= ,MTE (54 I)-198-3541 FAX(541H96-0803}1/4%. rn� , W \ ' • • • • O 10 C � rn I is l is) is I is I is (is I is I lb l to I is l is l is lis I is lis 11t�1, w a w w I Li is is is is 1: 15 is 1s 1s I � I /T\ m ©2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAVVINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER rn o DISTRIBUTED,AND NO BUIL DINGS MAY BE CONSTRUC i tU FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEC. INC. r► om 0 D PROJECT:2061 SIERRA III CUSTOM RESTROOM Precision Structural Engineering, Inc. wonv.eltudursDIRKSEN NATURE PARK56 KWnatl�Fal Or 1Rn1 250 Main)860.3 0 Fa, (541)9CP 7603 Phone:(511)g5p.8300 Fax:(541)1150-6233 n{ g u, TIGARI7, OREGON ao 4TEC215-4I 1 n � ,(ynl• NCRTH_ z O J SHEET TITLE: BLOCK • ~ ��� 'a ROAD ,� .;, PLAN \..`'.J (541)-496-3541 FA%15471:960003 A ,� 1 • 0 0 C' O C U rn • 19L. h1 I I I I I I IN I E I I I r 1 c1 S m QG 2016 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAVIINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER rn p DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WVY WITHOUT THE RITTEN PERMISSION OF ROMTEG, INC,. W PRoJEcr:2061 SIERRA III CUSTOM RESTROOM Precision Structural.al Engineering, Inc. T DIRKSEN NATURE PARK 250 AIwwwFalls Office M NMain Klamath Fails,Drawna. pun 87803 O Phone(611)9608300 Fat(541)960-8333 aallTIGARD, OREGON BOMT6C2I91I InloGauu:u,ral.coon in N SHEET TITLE: BI...OGK R. TES BANK ° (541)4913-080.3A.470 J N d", 11 P FLAN N (641}498Jb41 FAX