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IIII IIII IIII .IIIIIII IIII II 111llllillll IIII Job r-V Commercial Heat Loss/Gain Calculation Worksheet Date , 2-Jun-96 Tons- 2.5( 3�� qFt mer Tof Name Ht,phes S IQ t 896 Below Grade N S E W NE-W SE-W Lena* Height 0 First Floor Length- Nei 7 9 9 9 9 Net Mall 252 252 c Second Floor Length HAi ht ,a Not a 0 0 Third Floor He ht _ Net Wall 1 J Wall Area N S E W NE-W SE-W Tis NIIt loss M11 Gain e oi, Grade 3, 1 Gross 1-Va;l 252 252 288 283 _ 0 1084 : 35 4,095 —"' Tin ows 0 65 0 Dccrs 1c, JC 65 a Coors ,c Ext 0 135 C 0 Giass Doors 21 21 110 2,310 0 Other Doors 0 135 0 10 �. ,e a Skyliants 0 95 0 75 0 Ceiling-.A't c 4 3.544 4 3,584 Ceii.rg-Roof 4 G 2 � Ce ling-otner y ' 0 ` G Floor- SlAct _ - 2 0 10 ,G Floor- VentEd 2 0 2.5 G F'cor-Cravrl r 2 1,792 3.5 3,136 Flocr-Othar C 0 Pernn-ieter of Slabn t 30 G 0 People, or.cupancy�— enc anon UFV 2,400 Ex'11uSr Fano 170 Lunchrcorn 0 Lights 895 G 3.28 2,K11 1 .1 1.3 29,420 29,711 ons 2,5 - 5 stens Design Eating CoFM 47 Ccoling CFM 1 ,039 CFM SO 1 . 1e Per Ton Sqf'. 362 ZL_oWGain BUP96-0.330, `;I 196-01141 MEC96-0191 , IILM96-0165 2 of 18 11565 S'W Hall Blvd IF THIF DOCUMFNT IS USS _IIr 11 , 111 111111 f 11 � I I 11 11111 111 (1 i III III ( 11T l I > T I1 1 TlT T T11 11 1 1 11 1 1 1 1 1 1 I I III III III I I 1 1 � , 1T� I l 1 1 T T T 1 1 1 T T 1 i l l l l l l l l l l l l l l l 1 j 1 1 1 111 I I II ) I I Il LEGIBLE THAN THIS NOTATION , 1 - IT IS DUF TO THF QUALITY OF -� - - -- - THF ORIGINAL DOCUMENT . _ _ No.36 �•-��.,�,� E 6Z 8Z LZ 9Z Z i► Z 6Z 9111111111 II ZI OZ 1 1 ll61 BT LT 8T 9T fiT ET tiT TT T �i6 8 L 9 4 £ Z T �� Iilll IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIII IIII lilt Ilii IIII IIII IIIIII Illll ,il IIII IIII IIII IIII Iiil�llll IIII�IIII �� II Illi �i �� III�II�I1�1III IIII�IIIiII � � � i � I III �� II � � � IIIIIIIJI 1111111 I IIIIIIIlI IIIIIIIII Illlllllf IIIIIIII � III�11J11 T TO : JCW I Marc June 1 3 , 1996 SUBJECT : DWV Drawinq for Dr . Hughes FROFI: Darren Placek w in P.oo f A . �. t9 I . S . v c/o 0 3 Roof m ao (T( C: 2 n r c/o 0 C/040 2 Sterile Sink , M CO b DP PLUK4BING CO. Sink Z" 503-537-9492 A n k Darren Placek n a 904 S. Chehalem St. c /o Nig, 4R 97132 � 3 ` p � � U . _ •.. .YeYln.::,r-+.r✓nHur.rllt 9nP.Y/Mir �"I^.11.; �r�Y IF THIS DOCUMENT IS LESS TI II III 111 111 1 �1 I I II ! III I � I I 1 III III I 1 l � l I I 11T �f 111 III III III I I III III 111 ll1 1� 1 T�1 l�T l l T� 1�1 T11 111 111 1111111 III 111 II111 I �f � I � I 1 � � � I � 1 I � I I 1 1 1 i LF.GI BLE THAN THIS NOTATION , 1 4 � 8 R ® 1 L 1 IT IS DUE TO THE QUALITY OF — ` THF, ORIGINAL DOCUMENT . _ — No.3E �j` �,,, -' S 6Z 8Z LZ 9Z 9Z � Z SZ S iZ OZ 6i 8T LI 9T 9i � T Et I ZT TT i t 8L 9 Q t► 8 Z t II 11111IIIIIIIIIIIIIIII IIIIIIIII llllllill Illl1ll I I IIJIIIiII Iilll �Il r Y .. 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IF THIS DOCUMENT IS LESS Trlfllllllll IIIIIIIIIIIII�I IIIIIIII1�111 I IIIIIIIIIiT11I1 Illlllrll�lll,L.I 1111 �11T11I1�11 � lIIIIIIIIIIII LI IIIIIIIIIIIIIII IIlll�i11�1�1 11�•11111j111 1�1 Illlllllllllli illllllllll�� LEGIBLE THAN THIS NOTATION I 1 __ •rl____---�1--. -- __�__—�. 7�I II nl _"l�gl I ILII X01_ 1 � __� _ Gusi- IT IS DUE TO THE QUALITY OF /6, No.�E �...r.�w•.-• THE ORIGINAL DOCUMENT. - --�---' -- jrI I" 9SZIlllllllillll IIIIIIIII IIIIIII�II I IIIeT��i IIIIIIIIIII IIIIIIII IIIIIIIIIIIIIIII IIIIIII IIIIIIII IIIIIIIII IIIIIIIIIIIIII IIIIIIII IllilllllllIllllllllilllllllllli 1111IIII Illlllllllll ��IIIIII 1111111111111 INI17 Z M , QCJ g M C. I!1 U . _J W 0 W U Z � gq ST c x (4 lAC R% O STORAGEo - cr CDW - W ` o �. Q OPERATORY �, M a ! 0 PRIVATE Off-ICE - -- -- STERiI_IZATION I - — I I — ! J— 00 y. cc OPt.RATORY ci O —_ THESE DRAWINGS AND SPECIFICA- TIONSOf FUTURE OPERATORY P TERSONEDENTALTHEPCOMP COMPANY AND THF USE UMIT[D TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUIL DING ONLY. ANY USE OR R[h'OOUCTIOINS OF TNCS[ DRDWINGS ARE STRICTLI 1 PROHIBITED D WITHOUT THE WRITTEN .C��/� VERMI4S10N Of ►ATIERSON OkNfAI. COMPANY, WRITTEN DIMEN31ONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE OPl l\A I l/I\Y VI l I VERIFIED ON THE M SITE, ANY DM- CR[PANCIES OR CHANGES SNAIL BE BROUGHT TO THE ATTENTION OF I PATT[RSOM DENTAL COMPANY PRIOR TO THE COMMENCEMENT OF ANY WORK. THE COMTRACTOO SMALL Of RESPONSIBLE FOR ALL CURRENT AMERICAN DISABUT!ES ACT. ACCES- SIBIUTY GUIDELINES, AND REOUIRED BACKft.OW PR[VENT[RS. 43 EXISTING OPERATORY EXISTING OPERATORIES QP t7 )7 ' FRONT DESK i w I V T- a I I L7 — crss ClI `n Q 1QQ ADDITION TO AN EXISTING FfWAL OFFICE FIRST FLOOR PLAN SCALE 1 =1 -0 _ lJ SI SS OFFI Ct. REVI SED 12 APRIL 1996 NE DATE: 30 APRIL 1496 JOB: 4 f� LAIFER F—OOR PLAN DATEREVISED COMPUTER UNERAM) 6Y KATHY SORK ^ 12 JM 1996 SHEET NO. ISUI")b-Uj3U, �I I`Ib-UU41 \11:C96-0191, PL Y196-0165 11565 SW Ilail Blvd 5of18 Of MIMS" _011 y , _ IF THIS DOCUMFP i'1' 1F LFFS T111TITjTIIIIII lllllllllllll lI� !Il�lll� l�tjl I � I !III �I!rT>>��ll�r�lllllltllLl�f'I�I�lll,!I!�1I !I!IIII !I! I! ! �11!�!I! !I!IIII 1�1IT�1 1111 111111 111 i 1 I�III�I IIII! II !'! II LEGIBLE THAN TH 1 NOTAT 10N, ._I I I -�1. _____"1�-�I ---.._----�1---.-I _.___51-- I--61 - -- �L I__ $�_�I I_ � �.�_( 1 L I T'I" 1S DUE; TO THE QUALITY OF -- - No.36 0tmy— Gus. 16, THE ORIGINAL DOCUMENT. - - -- -- —II- --I-- I - ----- ----- -I- --- --_ �IIIIIIIII�IIII Ilii III IIIII�IIIIIIIIIlIIII�IiIIlIIII Illllllll lllllll I llll�llll Illllllll�llllllllllllllllll�� B t IIIIIIIII!�IlllT IIII Illllllifil IIIIIIILtlllllll1 lllIIIIII IIIIIII gl jg�l'llllll IIIIIIIII I�III�119111I1llIIIIII�IIII Is111�11II �IIIIIII �II�1IR IIIIIJ�IIIII►III II I I�IIIII I►�IIII 1111.112 oD to z M I N N) C) Ir 1 0C �J -- 4'-3"-- —. r-0" ------ -- ---r- 0"_ _ _ . .._ —_---r 0"- -- -- r-3" __ .� •> Q � -1 z 10 W L7 1/2"0 X 10" Ari � 'S l0 6'-0" O/C 1 0 0 r -- - - - - - -- -- - —_ � - _ _ I ix 0 ® Z Cd In I b ui I I 0 a, � I I 1 M � � z FOUNDAT01 :EGM _ I -- -- -- -- — - - -- — - - _— _ I m o � W � Cc b 2 I 06 b I I Qo 1. 6" C,ON CRt7 r OUNDATION h i All ON 12" X 6" CON CWTE FOOTING tr I I —�- �`J ' _ '� (�F Q Z V1TH 2-a4 REBAR, CnNT1NUCxJ�, S' MIN. GEAR OF BTM. I I _ �. .__- _.._--- -- -- -_ �s ' + ---- ---- - a tt4 INC,I�12f`IFW-l. :I INT NUi)l, �J \Yl�LL1 &'F14WTt$' I _ / x uT ►- r tY 2. TYPICAL. 16" x 8" Q_OSE4nf FCAAMTION VENTS, SC TNED V111t ``' b a' , 1/4" ti�2E MESI1. j n n K >n 3. AL1_ FLOOR BEAMS TO SET IN Cj4CRCTT BEAM POCKETS, ON ONE I 1: t_ ( _ .� _. �_ ..__-- -__ _$ -- -- _��-� - -- -- — -- - _ _. _� __ __ , LAYER OF 5500 FELT, VI TH 112" AJR SPACE ON END AND BOTH - _.L to �v SAES, 3" MND. BEARING. r---- o SON M I PAfO ANCttOR I-- AT EACtt CTO OF 5-0 ATEA 4. 2" X 8" T do G FLOOR CECAtIN(, OVER ON 4" X 8" FLOOR MANS — O 36" 0/C, SET ON 4" X 4" POST (4" X 8" LINCZER JOINTS), ON I � in �O • r 0� 55b FELT, ON 18"m X 8" CONCRS FOOTING. I I� - � ` , '� � �05 5. 6" BLANKI T INAlAAT11JrJ (R-19 RATED) VITN A X AME SPREAD NOT 1 +-4 }-_- _ _-- — _' -� �9( �� '��o TO EXCEID 25 AND A SMCIfE DENSITY NOT TO E?cCEFD 450. SUPPORT _ _ _� _ ---I� �-• — -- 7 INSULATION BETLhI•?d FLOOR BEAMS V ri NYLON NETTING, OR EQUAL- U I F b Vi[f 6. PROA 24" X 32" ACCE5S PANEL TO UNEXCAVATED ARbEA. I I I d>--t 4 ) IIII � I y (SEE FOUNDAT114 PLAN rOR LOCATION) I 4-4 O I I I I I use .a r.a mi.-.* NOTE: UNEXCAVATED AREA, MAINTNN 24" MINIMUM QfAR FROM THE I ✓' """"~0r I b I I I z LSlT7E OF ALL FLOOR BEAMS AND FINiSr1FI1 GRACE. f'RO � I I THESE DRAWINGS AND SP[CIfICA- ONE L A�`R OF 0 006 MM BL A CK \ASIDUEENN ON THE GROUND, VI Tli A 12" LAP AT THE L10"TS. } -{� ___ — - --- ---• -� ___ — -_ + ---- ---- I aj TIONS ARE THE PROPERTY OF I 1 0- I `t PATTERSON DENTAL COMPANY AND THE USE LIMITED TO A SPECIFIED Irl r� PRO.IECT FOR THE PERSON OR r' PERSONS NAMED HEREON FOR THE X ,.) CONSTRUCTOM OF ONE BUILDING ONLY t USE O i ( —_ _-_ -_- ____ -�- - --- --- —_ Or THESE DROWINGSRARE VRIICDTNLY IN PROHIBITED WITHOUT THE WRITTEN %� •K �_/ I .�..0 PERMISSIOF. C' PATTERSON DENTAL I b I 1 11 COMPAI/Y INR,TTEH DIMENSIONS • I I I r� v b SHALL TAKE PRErERCNCE OVER �� V • I 1 SC SCALED [0 DI TNE'DM SITE SMALL ANY DIS- Foundation PA Stud to 4 .�\ I I _- -_ -- I BROUG•ST ST $HALL BE OF A eta . y • Foundation f� __ _ �_ ® _ -_ _ ,`_ Installation — I — �J TO THE COMMENCEMENTDENTAL NOFPOMOR ANY 3 — — _ �— — _ WORK THE %;nh7*ACTOR SNAIL BE MP50N M HFAIU 22 ANC110R RESPONSIBLE FOR ALL CURRENT 51 AMERICAN DISABILITIES ACT. ACCIS- 2" X 8" P.T. CONTIN"S LEDGER ANC110RED TO D05MG CONCM71! AT EAW ETU OF 4'-0" ARM SIBIUTY GUIDELINES, AND REQUIWD • BACKFLOW PREVENTERS. I.c FOLR•OATION WALL WITH 1/2-0 ANC" MOLTS AND FW5H "U5, (5111 FLOOR PLAN) I. AT 48" 0/C. � p MINIMUM KLW i SIDE COVER / + (U'll.PAH042,MPAHO ZoHPk' 022 For Typical --- ,i Closer applications HPAH022 Beforrr _BAR IN Concrete Pour n.r7 L (MPAHD Similar) rV/1� ACD TON TO AN EXISTING, IINTAL OFFICE Typical FOUNDATION FLAN _ ,r - PAHD42, MPAHD, or HPAHD22 SCALE 1/ 4 =1 =0 Corner Installation Q Corner Distance: 1- Sr minimum for Full Table loads. fjetween 9" g PARD HOLDOWNS • The minimum concrete compression strength is 2540 ' �-1 and tin', loads must be reduced: psi. Designed to be Installed at the edge of concrete The minimum see table footnotes. spacing requirements are 10" I,)r concrete width and 9"for concrete cv(ner distance (Contact your Simpson representative for further Z information on 8" foundation walls, and two-pour installations ) V') Q 9 PAHD42• Install before pouring concrete by nailing to the form, ur Insert Into yZ l p wet concrete after the pour. After the concrete cures, bend a1 the forr- 111 line and attach to the stud. 8"minimum width for stem wall application Z MPAHD and HPAH022 • Pre-bent to control Ina embedment at the required Q (� Q angle, field-bending is not necessary. Installation holes allow nailing W 0 to the form, resulting In 1••deeper embedment. see Illustration.. Tests r determined the pullout strength with one hon2onlal IM4 retial in the U! �� ^+ shear cone The MPAHD has one extra bolt hole. OPTIONS AVAILABLE- See also FAS-TIE'", HDA Holdowns, LTT and MTT F: Lr) 2 a Tension Ties �j 3 z L►- a. CODE NUMBERS: BOCA, ICBG, SBCCI No NER Jy3 (except PA51 and t38) F-- Dade County, Fl. No 89-0131 2 for PA18, 23 and 28. MODEL EMBEDMENT FASTENERS 1 ALLOWABLE LOADS2 DATE: 30 APRIL 1996 LENGTH JOB NO. DEPTH NAILS BOLTS' NAILS(13' 11 BOLTS(133) HOLDOWNS EDGE INSTALLED Wit PAH042 26 6 18-16 3 'Ft MB I 2385 _2320 _ r Ck � MPAHD_ - 35 8-- 20.1Eid 3—'.tMB!-- 12 JNE 1996 J 2760 _2590 1 DATE REVISED - HPAH022 35_ _ 10 24.184 4.1r2MB! 4275 3760 HOLDOWNS AWAY FROM EDGE PA 18 18'/Z - 4 _12.16d 2-'/2 M81 2130 1565 i PA23 233/, 4 18-16d 3-'/_2_W_T~ 3200_ ^2300 HPAHD22 _PA28--- _-29_ 4 211-16d 4-'/�M8 1 -3575 - 2835 (MPAHO Similar) PA35 _35 4 _ 21.16d 4-/2 MIS! 357_5_ 2835 I PA51 ___ 51 4 9-16d 1620 —� PA68 70 4 9-16d — I 1620 — I The HPA 111"AH022 and MPAHD anchors require H_PA28_ 321/Z 1 6 ?4.18d 4.1/2 M8 4320 3760_ SHEET NO. a mnumuin lumber thickness of 1'n if proper 1HPA35 -- 38'% L-� 8'i• 29 I6d 4•!'2 MB; 5220`- - 3760 erlihed(henl of bull In file wood meulher the - ---------- --- ------ -- ----_— _�._ PA11042 requues 216'and;III oilier holt values 4 Anchor slrengih ul concrete Is dependenl on 26M respectively A linear inlerpotafion may _ assurne a minimum lumber thickness of I'A' miller 11,SI:111ce a1 rorcrele is 5usceplihle to Inade to deierinine allowable mads for distanic 2 Loads have been Increased J:1 for wmd m lailuro when Uie dclum.e -s Soiall PA11042s lielween V and 9- BUP96-0330, 51 196-0041 earthquake loading with no lurlhei mcreare MPAHOs and HPA1102.2S may be inslieed closer 5 opiwnai listener notes prov!ded for seler-led MEC96-0191, PLM96-0165 allowed to the corner than 9'vrdh reduced load values products Calculate PA51 and 68 loads 3 164 Sinkers (9(la x 3V4') of 10d commons may The distance Iron center Of the strap to the according to the cone up to a maxiinurn of 11565 SW Hall Blvd be subsiouied for specified 16d commons at A nearest corner must not, however, be fess than 3575 IbS ---- - of table loads 14}' Al 1!-; the load values are 1400 2201) and 6of18 i Of ...,-....,.,�.nran,eba+r,T^*-nisi.ger;.•-"°;-rte�c,�,emr:xrm9m.-<.a.."�+r...�,.,....,.�.��rwa •zlMieiC .. ,,:�r , ..,`r�T!`.r t.A►+raw�.•�.a"w�. .,.- �� . . -. _... ."M• � .. .... -.,. .-.... .., . . T I r l l I I I I I I I l l l l l l I I I I I I I I �I T T T I l I -T ( 1 1 1 1 I �-�_Y��•. .,,...,_,...,;-�. .. _.. ^r ..�...,...e �:^aera..-,¢_ '1�7R . `9 a •. IF THT" DOCUMENT IS LESS �� V I I I - I I l i ( I l I j l �j I I i 1 1 1 I l � � , I , Illlil�Illll 1IIIIIII! II I I IIIIIIIIIIiIIII I�ilT�lll�lll 1 11^T1T�1j 111 1�1 IIIIIIIItIIIIII IIIIIIIIIIIIIIII I_�EGTBLF. THAN THIS NOTATION, - - 1� �,1-_.-�-- JL _ vL�1 I 1 �L�-� - ILII II -II -- U IT IS DUE; TO THE QL'A1,1TY OF -� - 0-0— � �•i '`�� / �� No.ae o" THE ORIGINAL DOCUMENT. E 8Z- - --- -- - - - --- - - - - �o9Z L7 Z ibZ S(G tr 0� 8��i Gt 8i 1St 16t I s�I I tt I (�t�l L I �9 ��f�1 >G I ton+FR SII IIIIIIII�IIIIIII� IIIIIIIII III IIII9�'1'1 I II IIIIIIII�IIII IIII�IIIIIIIIIIIIIII IIIIIIIII``IIII IIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII ILII IIIIIIIII ILII ILII ILII ILII IIII IIII ILII ILII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII ILII ILII IIIIIIIIIIIIII 111111111IIIIII1111 IIII IIIIIIIII IIIIINII 1NTI� 00 co t0 z "' I 0 (1 Q N f0 M OIn o 32'-6" A'�� o �..1 6'-0"--- W z 32) 3 w 00 01 1/2" CDX R_YMC1M WALL " EAftlNG V-ftl 8d O 8' 0/Co . yy Wq I \ V J � z C N All NEV '00OVS TO MATCH EXISTING SASII,VI f l lAV' "r' ("155, TYPICAL 6" X 6" POST O 0 0" vn+ ARGON GAS F1l1fI) AND SOLAR GRAY TINT. FtflNSTALL EXISTINr, UND£R ALL CFCER TRUSS BEARNG- 4 VNDOW; Po551E-L (VERIFY ON 11f JOB SITE) b- b LOCA TION, z I to cr � o A. 3/4 X 6/6 SASH O `J `Ll 1 .40 _J 7 I Q Z Q CX1 DOCftS '" Q. M Ix j � ALL EXTERIOR WALLS ARP 2-X 6" STUDS WITH 1/2" PLYVOOD EXRR10R VALL SHEAWAG AND 5/8" GYPSUM ALA o VLEIOARD ON THE NTV" SM FOR JAM SIZING. O r a (VERIFY 51ZF. OF EX iTING VANS ON Tl-f JOB) 1/2" CDX PLTV= VMl_ SHEATHING M1TH 8d 4' 0/C4'-0" 8. 3/0 X 7/0 SOLDOR CE, METAL CLAD DOOR VTH MAGNETIC AND 3-1/2"9I x h0" A.f1 N TITS AREA WTVU N do bo ( n TI#RSTRF'PING. - �v -D PR Iry G 5100 4t FttT � DcaoRsl I g C 0 4 ORFF"Onzmnj " NOTE ALL DOORS TO BE Sal) CORE, OAK WMER SURFACED of 6 C _ N ' VITH METAL 11f`1fLY JAMF- 7S. HARDIVARE BY "SCJIIAGE" O " \�f( o ►��-\�� '� x22" ATTIC ACCESS N � / � A � ( S5WFHS07 v>m PaPOLISHEDH 605,(VERFY M1 H Da STING DAING) PANEL(MMI Y LOCATION1- IN CN THE JfiBl I /X\ C. 3/0 X 7/0 PASSAGED". O e ID DTV "N�JII PALC Q 2/E X 7/0 PASSAGE DOOR. ja O ry. MG.0 On • A ,�` nIf..a,a,onn E. 3/0 X 7/0 ONE UTE DOOR. �� " rrw w+w SPECIF IrOTE: EX1 IfiE NGU5HfflS TO BE FLUSH MOUNTM N VALLS AND I THESE DRAWINGS AND PROPERTOF Y AS PIER FIRE MARSHAL THEUSEIM TIONS ARE THE PDENTAL CO PANY AND .. J�� T NTED TO AM SPECIFIED b + W PROJECT FOR THE PERSON OR PERSONTHE CONSTRUCTIONDOFEO EN BUOIRLDING ONLY. YVU NGR Aft RE STRICTLY OFTHESE DROWINGS Y - — ✓,� PROHIBITED WITHOUT THE WRITTEN 4" 1J'-6" 7 PERMISSION Of PATTEWRITTEN SONDIM DENTAL COMPANY. 'NRITTEN DIMENSIONS ER 1/2" CDX PLYWOOD StEA711NG V1T11 9d 6� O/C " p SHALL TAKE PRCfERENCC LL 8E -__6,-0 I SCALED DIMENSIONS AND SHALL OE 1/2"$ X 10" A. . O 6'-0" O/C. I O VERIFIED ON THE JOY SITE. ANY DIS- AND91 SON N HPAHD 22 @*OUGHT OR CHANGES SHALL BE ANC,"S J EA. ETD. •BOUGHT TO THE ATTENTION OF ►ATTCRSON DENTAL COMPANY PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR SMALL YC RESPONSISLE FOR ALL CURRENT / 3 1\2" X 12" GW, LAM. WAM ON " X 4" POST O EA, DE 4" X 6" POST ON DISABUTICS ACT, ACCES- SIYIIJTY GUIDELINES, AND R[QVIRED Ur ALL GHMC TRUSS BEARING YACKFIOw PREV[NTERS. LOCATION. Q L7 Z_ V � —� CD t I I F I Q Z<: Q r I = ;;4 Li i F= gra ALDTION TO AN EXISTING CENTAL OFFICE_ Q 6 F < FIRST FLOOR PLAN SCALE 1/4"=1'=0" t DATE.: 30 APRL 1996 JOB: = EXISTING VALLS DATE REVISED C _ — ! ] = EXISTING VALLS TO BE REMO\otD -' 12 JUNE 1496 = NEW EXTERIOR & INTERIOR WALLS - SHEET NO. I3W96-113JU, SI 196-UU41 MEC96-0191, 1'LN496-0165 4 11565 SW Fall Blvd 7of'l8 of IF THIS DOCUMFNT IS LFSq 11! 111 III 111 III III I I III III MITI I III III I 111 1�T 117 111 I 111 III lIl III III !II III I I III III III IIl I�l TI1 1�1 T i TIT 11T 1�1 1I1 III IIl lllllll SII III III I I 6 � ilio 11 LFG T BI.F. THAN THIS NOTATION, -�_ 81 �.� IT T9 DUP TO THF DUALITY OF y-- — - No.ae THF ORIGINAL DOCUMF,NT. III II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII;III IIII IIII IIIIIIIII IIII IIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII) IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illlilll�l IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Igllllllll IIIIIIIII ILIIIIIIII I911111111111III1111 ylllllll Isllllll�llllllll Tllilllll s' taunt 00 00 t0 M z I Q N t>o CL cv �. M O a If1 Oc: -- - -- _ 32'-e" _j c w Z .25 W .o W Coe N I I I nz cc N Z 1m W ao u; z l I Q zQ no PE>'5190 0��S I � . t1F V 10. �A rzoze rZ1Adnr,& F_ 00 uat,ru•t�w THESE DRAWINGS AND SPECIFICA- TIONS PECIFICA- IROPERTY OF OTTE SONDENTALTHE P OVA PAE COMPANY AND THE USE LIMITTO A PRO ECT FOREDTHE PERSONFIED OR PERSONS NAMED HEREON iOR THE CONSTRUCTION OF ONE BUILANNG I I ONLY. A D ANY USE OR SR PES SNS O I WITHOUT WRITTEN PERMISSION OFPATTERSON OEN.A RfTTEH DIMENSIONS SHALL COMPANTAKE Y. wPREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VEMFIED ON THE .IDB SITE. ANY M- CREPANCIES OR CHANGES SHALL BE BROUGHT i I T O THE PATTTERSON DENTAL COMPANY ATTENTION TO THE OF ANY — WORK. THEMCONTRACTORTSMALL BE -- — — Izu RESPONSIBLE FOR ALL CURRENT '— — — — AMERICAN DISABILITIES ACT. ACCES- SIBILITY GUIDELINES, ANO REQUIRED BACKFtOW PREVENTTRS. NOTE: SLIT ENGNWtD TRU55 ORAVNGS _ FROM M55 MAMJFACRAT- C7 C> O J Q I � � 4 I r0 I I Lc, I ADDITION TO AN EA ST1N G DENTAL OM CE 1 FIRST FLOOR PLAN (ROOF M55 PLAN) SCALE 1/4"=1'=0" DATE: 30 APRT- 19% JOB: —� DATE — REVISED 12 JUNE 1996 i o-' SHEET NO. I3U1'yb-0330, SI 196-0041 5 MEC96-0191, PI.M96-0165 11565 SW Hall Blvd - of ��rls IF THIS DOCUM}?N'T IS LE�F-' ��TIIIT 1IIIIII IIIIIII VIII I IIIIIII VIII I III III 1�r1Tj, IIrIIITl1IIIIIII �111111 IIIIIIIII1IIILLI I � II �IIIIIIII1JIITI111jT�11111JT11II6 7 8 I 9 I I 10 I11LFGTBLR THAN 'I'H1S NOTATION, _� •�L' rS IT Jr, DUF TO TIiF QUALITY OF No.Se �,.��..•• IR �II IIIIIIIItTHF ORIGINAL DOCUMENT. I9 Ir z t IIII—III IJ1, 1111111 IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII (III (II—III�III (IIIIIIII IIIIII�IgIllllllllllllllll,� 9I111I1111 91111IIylllllll sIllllllll �IIIIIIIII IIIIIiJII �I II►IIII IIII�IIITIII�I �� I �IIII III�I �IIIII 1..117 00 e Z I oD N CL ,n o(pwj U .0 _J5 C W z r to ROOF \ � 0 CH15 z -vid , �O iL-u U) Z Q o Lj z I � Q z a. n J n r a 5MG TO MATCH DUSTIN ORFOOK 51DING TO MATCH DUSTING v4 — I I I -- - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - -- _ _ = - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - � - - _ ::ate•`• •'. a..n•r IlFi11 l Y•.W THESE DRAWINGS AND SPECIFICA- TIONS ARE THE PROPERTY OF N \\A-:ST_ EFVATON PATTERSON DENTAL COMPANY AND NORTH ELEVA 1-10 THE USE LIMITED ORTO A SPECIFIOR ED SCALE c /4 l O PROJECT FOR THE PERSON HE SCALE 1 �_ = —O JI.FiL L. 1�L� PERSONS TION HEREON FOR THE Fill 1/`t CONSTRUCTION OF ONE NUIIDING ONLY. ANT USE OR REPILOOUCTKHNS OF THESE L,ROWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PATTERSON DENTAL COMPANY. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY OIS- CREPANCIES OR CHANGES SHALT. BE BROUGHT TO THE ATTENTION OF PATTERSON DENTAL COMPANY PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CURRENT AMERICAN 04SABUTIES ACT. ACCES- ! SIBIUTY OUIDEUNES. AND RIMMED BACKFLOW PREVEN►[RS. I 12 ROOF 5 - PITCH � z \ z 4 C.7 �\ � Q � 5 > I "G TO MATCH DUSTING _ I O . - - - _ - - -- -- - - - - - - - - - - - - - - - -- - � 1 DATE: 30 1cm SOUTH ELEVATION Joe: SCALE 1 4 =1 --0 DATE REVISED 12 JJNE 1996 SHEET NO. BUI"16-U33U,JI 196-UU41 6 MEC96-0191, PLM96-0165 11565 SW Hall Blvd Of low ,,..�crrn�rr F'R7VYM?,r. •,.� a14�'W�S"+l"aiA.o -!^r,z..r.-.iq,.,... „J.:ua' �:x.-.�,i.,.;u.;.niWna '!4!.W4+t -., .«,��. .,. _. _ ..y.-.-tinR�.wc:�a.-.c,uw,....�....._..- TF 'I'H1S DOCUMENT T� LESS IIS_ I I III III III III I I f I I 11.1.. 111 I I III III 111 111 111 f IT III I I III 111 111 III III III III I I III III III 111 11! 1�1 111 T 1 TIT 111 111 111 III I I l 1111111 111 111 I II I 1 � � ; ; � i � i ^ � l � � lil, � l �� ._ LEGIBLE THAN TH T a NOTATION Z � J 4 � V � 8 o � _�____ TT TS DUE TO THE QUALITY OF N0.3e THE ORIGINAL DOCUMENT. —_-- A31 gl, t Z t�Z etIIIIIIIIIIIIIllllllllllllllllllllllllillllllllll IIIIIIIII II I I I II IIII IIII�II I IIIII�I III II Illillll I�e112 - — 00 00 AD M Z I N 00 N CL M G (o C .. d v W Z .� w 00 N U z .0-0Q a 0 � N ar. rr��,, o+ (0VJ V Z !Y Q O W mw 40 TYPE OF ROOFING MAIERIALTO MATCH EX15TIN`1, ON Lj 30k FELT ON 1/2" CDX PLYWOOD SHEATIING o Z Z (INDEX 32/16), NAUFD WITH 8d O 6" O/C ON EDGES AND 8 0/C INTT:RMEDATE. a- u, g M oc In a \ \ /1 r o. MFG. TRUSSES O 24" 0/C (SUGI1IT TRUSS CRAWNG5 12 SOLID ?" X 6 BLOCKING EDEN TRUSSES FROM R1t MANUFACTURE.) ``�\� ROOF WITH EVERY FOURTH BLOCKING TO BE 2" X 4", r) - PITCH 5 WIm INSULATION BArF` E INSTALLED. S1ut� • -NAIL 8d O 6" O/C R-38 RATED BLANKET INSULATION. ` � OR[GON CE UN G PLATE LINE _ - _ 26 GA. GAL V. IRON OR ALUMINUM O `�'" 10. .0 Q` , 71 E Gl1T-nji AND DOWNSPOUTS ON 2" X 8 TYPICAI: TRUSSES ANCt1ORED FASICA BOARD. TO WAIL WI 111 "5M SON" TIES MODEL N Hl AND TECO NAILS. D Pm A G�- IwO r'.lfi H�1 w L Y/CNT.i /YT1.r.i.Ow TTI �01�ITh Vit I ONE HOUR RATED 50 PENEED ANCHOR SOLID BLOCKING TO TOP PLATE WITH — CEILING SYSTEM. T1LJ:S TO MATCH -`-)MP50N MA34 O 24" O/C (TYPICAL) EA 51 IN G CEXJN G THESE DRAWINGS AhD SPECIFICA— TIONS PECT I A— TIONS ARE THE PROPERTY Of PATTERSON DENTAL COMPANY AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE RURDING ONLY, ANY USE OR REPRODUCTIONS 5/8", GYPSUM WALLBOARD ON 2- 1 X 6" Of THESE DROWINGS ARE STRICTLY STUCES O 16" O/C WITH 5 1/2" ANKET PROHIBITED WITHOUT THE WRITTEN BL • INSULATION Ih WITH THt VAPOR PERMISSION Of T DENTAL COMPANY. WRITTTENN DDIMIMENSIONS 1 BARRIER ON TFiF WARM SICE (R-19 MIN. SCALED TAKDIME PREFERENCE OVER RATED INSULATION) VERIFIED ON THEpM SITE. Suis-DIS- RATED CREPANCIES OR CHANGES SMALL BE to BROUGHT THE r� OF PATTTERSON TDENTAL COMPANY�ON PRIOR •� SICNG MATERIAL 10 MATCH EXISTING BUILDING, W THE ",E CONTRACTOR R OF ANY WORK. E CONTRACTOR SHALL BE I ON ONE LAYER OF TYVEK ON 1/2" CDX F'LTVOOD RESPONSIBLE FOR ALL CURRENT lr i n AMERICAN DISABUTIES ACT, ACCES- p WALL SHEATHING, NAKED WITH 8d ® 6 0/C CXV SIBIUTY GUIDELINES, LNo R[OUIRED I EDGES AND 12" J/C NTERMEDATE (VERIFY TW BACKFLOW PREVENTERS. bo NAILING SCttD_A_E ON THE FLOOR PLAN) Q r 1/2" UNCtM AYMENT ON 2" X 8" T & G 0 FLOOR LECKNG ON 4" X 8" FLOOR BEAMS z O 36" 0/ ;, ON 4" X 4" POST, (DOU&.E 9 LtM JOIP,TS , ON 55k FELT (OR EQUAL) ON 18"� ). 8� CONCRETE FOOTINGS. 21' X 6" PRESSURE TREATED PLATE (� WITH 1/2'"� X 10" PMN. ANCHOR L)OLTS LLJ _ ® 6'-0" 0/C WITH NUTS AND WASHERS. (12" MAX FROM EACH CORNER f-%/.) VF3•i;IFY SIZE" & LOCA T1ON OF ANCHOR BOLTS ON THE FOUNDATION PLAN. Q FIR_ FLOOR UNE _ _ 1 1/211 MIN. 6" BLANKET INSULATION (R-19 RATING) WITH A ) TM(AL RAME SPREAD NOT TO EXCEID 25 AND A SMOKE ,l! HOL.DOWNS 6 MIN. CLEAR CENSITY NOT TO EXCEED 450. INSULATION SUPPORTED 4µ,4HW -- — — IZ,CCH[ ✓ aff'%, N FLOOR BEAMS WITH NYLON NETTING, OR EQUA1_ _TTT�1Tf F1N!Stity C,RADE UNE: 1—ll 111 Q PR Q = LL I 4 �L 14U ONE LAYER OF 0.006 M.M. BLACK I ��n M 50-M ON THE GROUND WITT A 12 LAP � AT THE JOINTS, AND RUNNING Ell' 12" MN. ti F----- 6" CONCRETE FOUNDATION WALL, 30" HIGH FROM 0E- 711E NTEPoOFt SSE OF THE CONCRETE' TOP OF 12" X 6" CONTINUOUS CONCRETE FOOTING, FC" DATION WALL y WITH 2-#4 REBARS, 3" CLEAR OF BTM. cp =�1 L�lllmll� =r�m� m �riT�r r11m�r DATE: 30 APRU. 1996 JOB: DATE—— REVISED i CROSS SECTION "A" EXTERIOR WALL SCALE 3/4--l'-O" SHEET NO. BU1'96-0330, 511.96-0011 M IAC 96-0191. I'L,M 96-0165 7 11565 SW Ilall I31vd 10 of 18 Of _, ,a�r''`ma+'ayeue�aaex�^ «�iewr.. w., T III 1 -11111 111I~ 1IiI1I1 � � 1TT �TT11IT1 1111111IIII11III1I1I111III11IT11i11T Tr1111III111 � 1IIIiIII1 1F THIS DOCUMENT IS 1.FS.• T 1T1 T l I I I A 1 1 1 1 1 1 I 11 LEGTB:.F TITAN THIS NOTATION I 11 I I I I 14 �_ _1 ___1_________I _ ___ _1_ IT IS DUE TO THE QUALITY OF T 11 F ORIGINAL DOCUMENT. --T- -- -- - -- - ---- ------ -- - - - — -- -- - ---- — Um 8Z13Z L111 9>G Z 6L 6L ��L i��Z O��1 8t 111 LT 9t �4i 6t S�t Lt tt �t �8 �8 L 9 96toulmi , ) 11 111111�11111111111 111 1111 1111�1IIIIII��II � Illlll �� IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIII IIII�IIIII IiIIIINII I. ,u��IiIIIIIIIII�IIL .� I�I , II III � 1111 I� I I••►u 00 00 EXQAv�LI� SHEt�Tliil�_�1ATEEI�i IN�'EJ�QR E'INISH � �.Afll N 1� �`�' ►� Z 1 FOOTINGS SHALL BEAR ON FIRM AND UNDISTURBED SORT., r PLYW(:)OD WALL SHEATHING TO BE 1/2" CDX, A.P.A. , INDEX IN'PERIOR WALLS 5/8" GYPSUM WALLBOARD WI'T'H LIGHTLY FORMICA CLAD EXTERIOR FACIE WITH MELIMINE INTERIORS AND � N 32/16, NAILED WITH Ari, COMMON OR DEFORMED SHANK NAILS, SPLATTERED 'TEXTURE WITH TWO ( 2) COATS OF PAINT, FINAL POLLS ON ALL DOORS AND DRAWERS. THE MINIMUM DEPTH OF FOUNDATION WALT. FOOTINGS, BELOW 61- 0/C ON EDGES AND 12" O/C INTERMEDIATE. (VERIFY ON COAT TO BE SERI-GLOSS FINISH. o FINISHED GRADE, FOR A ONE STORY BUILDING IS 12" AND THE CONSTRUCTION PIANS) . ALL SHELVES OF MELIMINE SURFACE AND ADJUSTABLE. FOR A TWO STORY BUILDING IS 19" . L] OSE HOUR CONSTRUCTION IF REQUIRED: (SEE PLAN) 5/8" TYPE - X, U.L. 1 HOUR, GYPSUM WALLBOARD PANELS ON THE 6" FORMICA BACK SPLASH, 24" MAX HEIGHT FROM TOP OF ! l EXCAVATE THE SITE TO P140VIDE A E?INTMUM OF 18" CLEARANCE O ONE HOUR CONSTRUCTION IF REQUIRED• 5/8" GYPSUM INTERIOR SIDE OF THE EXTERIOR WALL TO BE ONE HOUR COUNTERS OR UP TO THE UNDERSIDE OF THE UPPER CABINETS, V .0 BETWEEN THE UNDERSIDE OF ALL GIRDERS AND THE FINISHED SHEATHING ON EXTERIIiR WAILS AS NOTED ON THE PIAN, RATED, IN LABORATORY AND STERILIZATION ROOMS . 03 GRADE. NAILED WITH 6d @ 4" O/C ON EDGES AND 7" O/C �J > IN7'ERNEDL.\'TE• `_( ALL "OUTSIDE" CORNER GYPSUM WALLBOARD WAILS TO HAVE Q '10 J PROVIDE ONE LAYER OF 6 MM BLACK VISQUEEN ON THE ROUNDED EDGES. C W FINISHED GRADE OF THE CRAWL SPACE, WITH A 12" LAP PLYWOOD ROOF SHEAT}IING TO BE 1./2" CCX A.P.A. INDEX Chapter 31 0 AT THE JOINTS AND EXTEND UP ?N: FOUNDATION WALLA � 32/16, NAII.TNG To BE WITH 8d COMMON OR DEFORMED SHANK (_] CEILING TO BE 5/8" GYPSUM WALLBOARD KITH A MACHINE e P z .� MINIMUM OF 12" . NAILS, 6" O/C ON THE EDGES AND 8" O/C INTERMEDIATE. BROCADED TEXT')RE, WIT11 TWO COATS OF PAIN'T', WITH FINAI, ACCESSIBILITY COAT TO BE SEMT-•GLO�S FINISH . W d) ❑ PROVIDE A 4"0 CRAWL SPACE DRAIN AT THE LOWEST POINT OF (_] PLYWOOD SUB - FLOOR TO BE 3/4" T&G PLYWOOD SHEATHING ' 0 � g CRAWL SPACE, CONNECTED TO THE STORM DRAIN SYSTEM. ( INDEX 40/20) NAILED WITH Sd COMMON AT 6" O/C ON EDGES . 24" X 46" SUSPENDED TILE CEILING WITH ONE HOUR RATED 36 mire 36 min Z � 0 AND 12" O/C INTERMFOrATE:. METAL "T" BAR SUPPORTS. ft3 ^lis 18 36 min C r. 4 F.T�ii INTERIOR DOORS TO BE SOLID C(jHE OAK VENEER, WITH OAK 3B min 18 min eta 18 O ap vI EIRE AND--.Rr'T-STS2E',�I • OVER JAMS AND CASING, STAINED, SEALED, AND LACQUERED. 4-- — -", .sa Utas 18 tele a N Z POURED IN PLACE: 12 in _ 12 mire ^r a� ys v► O ALL BLOCKING TO BE IN ACCORDANCE WITH THE U.B.C. ❑ INTERIOR DOORS TO BE PRIMED FORMED FIBER, SOLID CORE, ws 3oS m w FOUNDATION AND FOOTING STZES INDICATED ON THE PLANS. ■ REQUIREMENTS, SECTION 2516 ( f ) . EMBOSSED SIX (6) PANEL DOORS WITH FIR JAMBS, PAINT WI'T'H ; lavi Q O A SEMI-GLOSS FINISH. ALL CONCRETE FOUNDATION AND FOOTINGS SHALL DEVELOP A FIRESTOPPING MA'T'ERIALS SHALL CONSIST OF 2" NOMINAL � a � � `"7 `J o MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI @ 28 DAYS. LUMBER, GYPSUM BOARD, MINERAI. WOOL OR OTHER APPROVED (] WOOD CASING 1/2" X 1 1/2" OAK OVER BULL NOSE, STAINED, ? Q Z J MATERIALS, SECURELY FASTENED IN PLACE. SEALED AHU LACQUERED. jI e' dear Clow 'n ►" ■ a"I = llowr floor ,►j 0 PORCHES, STEPS, AND SLABS EXPOSED TO THE WEATHER TO �� DEVELOP A COMPRESSIVE STRENGTH OF 3500 PSI @ 28 DAYS. [] COLONIAL STYLE CASING, 5/8" X 2 1/4" , HEMLOCK, PRIMED specs space r- o_ ATTIC VEN`1'ILATI ILL AND PAINTED WITH SEMI-•GLOSS FINISH. ; _ ..................i ■ PROVIDE BEAM POCKETS WT'IH 1/2" AIR ON END AND BOTH 48 min SIDES OF GIkDERS, WITH A MINIMUJM BEARING OF 3" . ATTIC VLNTILATION SHALL BE IN ACCORDANCE WITH THE . DOOR HARDWARE BY "SCHLAGE" , LEVER HANDLE SERIES 0'7 (a) 48 min U. B.C. REQUIREMENTS, SECTION 3205 (C) . SEE PLAN FOR WITH POLISHED BRASS FINISH 605 (OR EQUAL) . Back Wall Esse �� PROf�� SIZE AND LQCAT'IUN QE' VENTS. 1220 �p1NlrF ACCESSORIES: 54 min 42 mire 18 olt�on FOUNDATION VENTS .ARE 16" X 8" CLOSEABLE WITH CORROSIVE Pj.UNB jHc_ FL,`(TURF S 1370 ides a•s 1 + � RESISTANT SCREEN WITH 1 /4" MAXIMUM OPENINGS. NET AREA I2 !II+bTI�{1 12 42 min OREGON REQUIRED NOT ESS THAN ONE SQUARE FOOT FOR EACH 150 SQ. � 22" �( 22'• SINGLE STAINLESS STEEL SINKS BY "ELKAY" -- 45d FT. OF UNDER FLOOR AREA. ALL EXTERIOR WALLS TO HAVE R-19 RATED BATTS WITP I'HE MODEL LR-2222 WITH FAUCET BY "DEL'T'A" , MODEL 172WF� 30S 1045 toilet aO �< r IO. % (`Q' VAPOR BARRIER ON THE WARM SIDE. CHROME (OR EQUAL) , WITH SPRAYER. 1/2"0 X 10" ANCHOR BOLTS, WITH NUTS AND WASHERS, PLACED o ` R IN THE CONCRETE FOUNDATION WALL A MAXIMUM OF 6'-0" O/C L) ALL INTERIOR SOUND WALLS TO HAVE 3 1/2" BLANKET ❑ 33" X 22" DOUBLE STAINLESS STEEL SINK BY "ELKAY" MODEL �_, 40 AND 12" FROM EACH CORNER EACH WAY. (VERIFY SPACING ON INSULATION. (SEE PLANS FOR LOCATION) IL.R-3322 WITH FAUCET BY "DELTA" , MODEL 0172WF, CHROME Clow now � THE CONSTRUCTION DRAWINGS. (OR EQUAL) , WITH SPRAYER. : space a.»•..��.a L f«OM� j") O .........I............ N,a w L.uCaR•� CEILING INSULATION TO BE R-38 RATED BLOWN-IN INSULATION ❑ 15" X 15" STAINLESS STEEL BAR SINKS BY "ELKAY" MODEL (` r !_ 1DB ,x%.1.0 ",-T PROVIDE 6" BLANKET INSULATION (k-19 RATING) BETWEEN ❑ 1.I- FLOOR BEAMS, SUPPORTED WITH NYLON NE'T'TING, OR EQUAL, MATERIAL OVER GYPSUM WALLBOARD CEILING. IBLR-15 WITH FAUCL•:T BY "DELTA" MODEL 1172WF (OR EQUAL) . 6O rein � a".6"4 IN THE CRAWL SPACE. CEILING INSULATION TO BE R-36 RATED BATTS OVER Q 15" X 15" CAST IRON COMMERCIAL ENAMELING 1723 (OR Utas 14 REINFORCING STEEL BARS CONTINUOUS IN THE 12" X 6" SUSPENDED CEILING 'PILE. EQUAL) SINKS, WHITE IN COLOR BETWEEN OPERATORIES SI&wag THESE DRAWINGS AND PEHIYSPI:CIFICA- � 110145 ARE THE YROPENI'r OF CONCRETE FOOTING, 3" CLEAR OF THE BOTTOM AND IN THE IN PATIENT ENTRY WITH "DELTA" FAUCET MODEL 0172WF. ' PATTERSON DENTAL COMPANY AND THE USE LIMITED TO A SioLCIFIED 15" X 7" CONCRETE FOOTING, 3" CLEAR OF THE BOTTOM. (OR EQUAL) . Figure 29-Grab bars of rraiar claa.ia. Figure 28-Clear floor space al wafer cloa.ia. PRO�tCT FOR THE PERSON OR p P PERSONS NAMED HEREON OR THE CONS❑ PROVIDE 4"dei CONTINUOUS DRAIN PIPING AROUND THE EXTERIOR. @4Sf1E_Q__k}_L_EI3LALS ❑ LAVATORY SINKS TO BE OF CHINA. "KILGORE 308", WHITE ONLY, 'NY US, OF oHE NtNLDING LOWER FOUNDATION FOOTING, CONNECTED TO THE STORM DRAIN IN COLOR WITH FAUCET BY "DELTA" MODEL 0520 WFHOF. OfTHESEDRO NGSRARE T�RIICOT�Y ! PROHIBITED WITHOUT TI,f WRITTEN SYSTEM. CONCRETE ROOF TILE OR EQUAL 17min PERMISSION Of PArrimsuN DENIAL RITTEN ARCH 90 COMPOSITION SHINGLES ❑ HANDICAPPED LAVATORY SINK FAUCET BY "SYMMONS- MODEL ado SHALL TAKE WPNEFENCICENOVER SCALED DIMENSIONS AND KALL e! 0S-60-H. (OR EQUAL) . 10 ' VERIFIED ON THE Joe SITE. ANY M- "� CREPANCIES OR CHANGES 'SHALL e[ ` ALUM'iNI1M PRE-PAINTED CONTINUOUS GUTTERS AND DOWNSPOUTS BROUGHT TO THE ATTENTION OF STANDARD WATER CLOSETS TO BE CHINA, WHITE IN COLOR, BY i clear o(( PATTERSON DENTAL COMPANY PRIOR FRAMING LUMBER GRADED IN ACCORDANCE WITH CURRENT ONE ( 1 ) ATTIC POWER VENTILATOR WITH ADDITIONAL 8" 0 0 "KILGORE" MODEL 0109 (OR EQUAL) . '� e � �e TO THE COMMENCEMENT OF ANY WESTERN WOOD PRODUCTS ASSOCIATION. (WWPA) ❑ L — � ° WORK, THE BLCONTRACTOR FORAATO SMALL 1 ROOFVENTS NEAR THE RIDGE. (SEE ROOF PLAN) HANDICAPPED WATER CLOSET, TO BE CHINA, WHITE IN COLOR, AMERICAN tiiSANUTIES ACT, ACC[S- LIGHT FRAMING AND STUDS - #2 - BETTER, DOUG FIR -LARCH. ❑ BY "KILGORE" MODEL =110 . (OR EQUAL) . ( Eo R ,n GACKTY G POEVNES, AND REQUIRED ��^N $ ^ • $ ............ ....f BACKFII)w MIVI NT[RS. �IDING CERIAL. FRAMING FOR DENTAL EQUIPMENT SUPPORTS TO BE WOOD, 12 - ❑ DRIMICING FOUNTAIN BY "HAWS", MODEL 01107 OR EQUAL (OR 19 max BETTER, DOUG Flit - LARC}i . [] 8" EXPOSED HORIZONTAL T../P BOARD (OR EQUAL) PRE-PRIMED EQUAL) . � - 4a S ■ LAP SIDING OVER ON ONE LAYER OF TYVECK MOISTURE 6 too INTERIOR NON-BEARING WALLS TO BE 26 GA - 2 X 4 METAL BARRIER. ❑ CAST IRON WHITE ENAMEL FLOOR SINK IN MECHANICAL ROOM. �1�- clorrarco STUDS @ 16" O/C e� 48 min _ •n in doO�h IZ20 Who. 1" X 4" T&G VERTICAL CLEAR CEDAR SIDING, PRE-STAINED O 40 GALLON GAS HOT WATER HEATER. .,o FLOOR BEAMS, HEADERS AND POSTS - 02 DOUG FIR - LARCH WITH •SEMI-TRANSPARENT COLORED STAIN, OVER ON ONE LAYER 2" X 8" T & G FLOOR DECKING OF TYVECK MOISTURE BARRIER. ❑ 52 GALLON ELECTRIC HOT WATER HEATEa. Z Q - 0 3 DOUG FIR - LARCH Figure 31 Lavatory clearances. Figure 32---Cleat floor apse at lavatories. ❑ 8" EXPOSED HORIZONTAL VINYL LAP SIDING WITH 0 PROVIDE 014t. (1) REDUCE PRESSURE BACKFLOW DEVICE BY (n BEAMSS C:1 1 IM2-4-1 T i G PLYWOOD SUB-FLOOR ON 4" X b" FLOUR MANUFACTURER'S STANDARD COLORS OVER ON ONE LAYER OF "WATTS" OR "CONBRACO" (OR EQUAL) ON THE MAIN WATER LINE @ 32" 0/C. TYVECK MOISTURE BARRIER. COMING INTO THE BUILDING, INSTALLED AS PER LOCAL PLUMTJING CODE REQUIREMENTS. BOBRICK MANUFACTi1RED ROOF TRUSSES - SUBMIT ENGINEERED TRUSS N0 AILS. STAINLESS FROM TRUSS MANUFACTURER. ALL TRUSSES ANCHORED � ❑ ALL HOSE BIDS T7 BE "FROST FREE" TYPE. SSTEEL �, �� O TOP PLATES WITH "SIMPSON' TIES H 1 AND TECO � f VINYL SASH WITH LOW "E", ARGON GAS FILLED, INSULATED Washroom Equipment �GLASS, TINTED SMOKE GRAY OR BROWN TONE. (SEE FIRS`P ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO HE PRESSURE TREATED. FLOOR PLAN) H&ATrNr1VEKTI .A ING/Ajg-CQNDI'PIOtjjgg ( OR EQUAL ) C] INTERIOR WINDOW SURROUND GYPSUM WALLBOARD ON SIDES AND FLOOR JOIST SYSTEM TO BE WILLAMETTE TNOUSTRIES, INC. ❑ TWO ( 2) ELEC'T'RIC NEAT PUMP . HVAC UNITS. ZONE BUILDING � L7 � FLOOR JOIST - 11 7/8" TJI/15 @ 16" O/C (OR EQUAL) AT TOP, WITH WOOD SILL AT THE BOTTOM, STAIN, SEALED, INTO TWO ( 2) DIVISIONS. VERIFY CESIGN BY HVAC QF 839/4 Z CONTRACTOR. AND LACQUERED OR PAINTED. w,r ( NAILING SCHEDULE: �� ❑ TWO ( 2) FORCED AIR GAS FURNACES WITH TWO ( 2) AIR-- t1.�.. � I. � LLIiJ c> GLASS AN12--Q;,87tH'5 r n,,, CONDITIONING UNITS. ZONE BUILDING INTO TWO (2) /&J144 REC>CSSED PAPERTOWEL DISPENSER AND WAsrE RECEPTACLE (CONNECTION) (NAILING) ■ DIVISIONS. VERIFY DESIGN BY THE HVAC CONTRACTOR. �� FOR V(102um)WALLS Cabinet has satin-finish stainless steel door.Dispenses ui Q Q V ALL GLASS WINDOWS AND DOORS TO MEET THE FEDERAL SAFETY a•*AM 6004'Aaid or 800 mulllfold teefeis;acconme4ates all bends.Removable stain- U Z GLAZING S'T'ANDARDS ( 16 CFR 1201) AS WELL AS THE U.B.C. ❑ less steel waste receptacle to locked Into eabtngt.Rece tacle Is Ir 203ma CHAPTER 54 . CLASS SHALL BE INSULATED WITH A MINIMUM OF ALL LAV, DARK ROOM, LAB AND STERILIZATION, EXHAUST FANS deepwllbcapacllTufllgaL(/S.SL)-unends/'(102 m)froa«a(�. ) U TO PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR VENTED se -I( Z W ~ ' 2" X 8" DECKING TO BEAMS 2-16d @ EACH BEARING A U-65 RATING. TEMPERED GLASS WILL BE INSTALLED WHEN un.. 56• 'alpW ;o111artoRl/W,but with dispenser forl007os(0.1L)Cups. REQUIRED. TO THE EXTERIOR THROUGH GALV. IRON OR ALUMINUM DICT. Muo+ •e, W am � (n SOLE PLATE' TO DECKING 1.6d @ 16" O/C �Iss,h• (o.l+L)cuplakastN'�Mltttt)QwUplat•8lasatnlrrorondoorDlspensw1007o: F- (8 1 Sm„a cp STUDS TO SOLE PLATE 1-16d, END NAIL Z3, � L'. 0 TOP PLATE TO STUDS, 2-16d EXTERIOR D .S2@S FLOOR OVERIMG5 m, END NAIL ALL EXTERIOR EXIT DOORS TO CONFORM WITH THE U.B.C. VINYL FLOORING MATERIAL IN ALL OPERATORIES, DARK •1011"" "'"o DOUBLE STUDS FACE NAIL 16d @ 24" O/C REQUIREMENTS SEC. 03304 . (SEE PLANS FOR LOCATION AND ROOM, LABORATORY, UTILITY AND S'T'ERILIZATION ROOMS WITH For Rough Wall Opening DATE: 2rl MARCM 1996 SIZE) 4" RUBBER BASE. ALL LAVATORIES TO HAVE VINYL FLOORING C(102nun)Deep I—'--" JOB: DOUBLE TOP PLATES FACE 16d @ 16" 0/C MATERIAL WITH 6" RUBBER BASE. NAIL ❑ FRONT ENTRY, DOUBLE ACTING 36" ALUMINUM ONE LITr DOOR DATE REVISED WITH ALUMINUM FRAMED SIDE LITES. ALUMINUM FRAME TO BE L 12" X 12" CERAMIC TILE, OR EQUAL, AT FRONT ENTRY, ON -- TOP PLATES, LAPS AND 2-16d FACE NAIL BRONZE TONE IN COLOR. 11/2" WONDERBOARD UNDERLAY. (SEE FIRST FLOOR PLAN. ) .T-t -- - e• Its.. INTERSECTIONS [j FRONT ENTRY, 36" SOLID CORE "THERMA TRU" FIBER-CLASSIC . COMMERCIAL GRADE GLUE DOWN CARPET ON BALANCE OF EMBOSSED DOOR, STAIN OR PAINTED. (SEE FLOOR PLAN FOR BUILDING. Hp• •� STYLE) . I2v,a• rn'� , - 4" CARPET BASE WITTI VI'!'YL CAP AT ALL CARPETED FLOOR Mimi, ( � REARIII "I ENTRY,"THERMA TRU" SOLID CORE METAL DOOMS WITH AREA. Io MAGNITE WEATHERSTRIPPING AND DEAD BOLT. (SEE FLOOR I r _. l>;a.. PLAN FOR SIZE AND LOCATIONS. ) ❑ 2 1/4" OAK WOOD CASE, STAINED, SEALED AND LACQUERED AT I M, ALL CARPETED FLOOR AREA. x111"n '?a— &2621 SHEET NO. ❑ 2 1/4" COLONT wL STYLE HEMLOCK WOOD BASE, PRIMED AND /S4f1rt 18=ED MULTI ROLL 7OILETt'MUE &get RECESSED PAPER TOWEL AND CPR I&tall Dispenses 200 C-fold or tri tarlliteld PAINTED. HOLDER Similar to 8.238,but with one piece, DISPENSER Dispenses 600 C-fold or 800 multifold towels without adjustment or adapters.Cabinet aamion stainless st•oi fiange;M mitered cor• tuwelt.Also dispenses 100 Jos(01 L)fist bottom type•704•Lalnless/tee1,satin finish.Door his 111)1'96-0330, SI I t16-UU4 I ners.Projects 2%'(?3mm)from wall.Wall Opening: paper cups.Rough Wall Opening:1!'wide,19Vi knob)tame.and pwide,hR'he Cabinet slou Indicate 111•.196-0191, I'I196-00 16_ GIV wale.iA'high,2%"min depth(166 a 273 a high,4'min depth(406 x 743 x 101mm).4venge Eh,4'd"p(277 x 203 r 5 70mm),Avenge Mounting II•Ighl JT(l40mm) Mountln'g Nelght:TQ'(1981mm)to top of unit;for mm 565 SW Hall Blvd to Wp dunlL barrier-free deign,SAS1'(148lmm). O II8 of18 of .,,c;+4d,:yrs+..w......._:.,, �•;p, yr•,... ,.+t ss<r..r,cr.r,,...,..,...,.. n._:aAr!MSI .tw* •`Mr,. w..,..n•..ygriitslT ,. .. -' 'rN."'f"{,+ .,,,,f.,,.,,. _. -._._. rlllrllllllll 1111111 IIilll� Ijll6l1 lllillllllll , IIIIIIIIIiSI► III lrIfill llr�r_l1_1_il_t1t�tit TF THTS DOCUMENT To LFSS 011111111111111 LEGIBLE THATTHIS NOIATTON, 41 ll Illlllllllli1ll ; 1T TS DUF TO THF QUALITY OF THF ORTGINAL DOCUMENT, E �8K- - - - -- - - -- - --- ---- - � LK 9�K Z t'K I EK >(;�K I TIK OZ 8T I BT Li 1St 19i I foT I tai I Kt I it I t I I I �TI �L I 9 I —�i I E I ianul. �.l�lllllll�l�il�llll 1 � � l i��l 111111 9 lea,,: ti i. t f. _ aapp • a0 ti a_ M O 1 � C U .0 J .5; F-- r �{ g ZW a O O Cc " E U) -o Ni 0 � Q cl w o AIR AL Q Z _J Q h J t n_ o N a I _ M OC I CL 1 THESt DRAWINGS AND SPECIFICA— (IONS ARE THE PROPERTY Of t PATTERSON DENTAL COMPANY AND a THE (ISE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR • ON PERSONSRUCTIONT�OFEONE RUIiRLDTNE CONST • : .. .. j ONLY. ANY USE OR REPRODUCTIOINS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE *RITTEN PERMISSION OF PATTERSON DENTAL e, COMPANY. WRITTEN OfIdENS10NS � SMALL TAKE PREFERENCE OVER Y ' SCALED DIWEN5IONS AND SHALL BE VERIFIED ON THE JOB Sllt. ANY DIS— CREPANCIES OR CHANGES SHALL BE PLllMBWG LEGEND BROUGHT TO THE ATTENTION OF PA'TERSON DENTAL COMPANY PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL Of 1 ROOM DVICING MODULAR ]114TAL ISLAND SINK RESPONSIBLE FOR ALL CURRENT AMERICAN DISABILITIES ACT, ACCES— rr UNIT. SINK AND FAUCET PROVM AM) SET S!B►L)TY GUIDEUNES, AND REQUIRED / BY PDC. ROUGH IN AND P1NAI... HOOK UP BY BACKFLOW PR[V[NT[RS. PUJMflR. PROVIDE 1/2" COPPER AIR LINE AND TERMINATE VITH MPT. UP 1-1/2" VITH C VRESSON SHUT OFF FOR AIR AC11VAT>=D FOOT PLATE I f4 AND SINK REQUIRES LOOP VENTING SEF MFGS• T NPLATE FOR DETAILS. Z Q 2 MMULAR CENTAL SINK CAEMNLT SWM AND FAUCET SUPPLIED BY PDC- ROUGH IN AND FINAL ROOM UP BY PLUMIXX PROVICE 1�2" COPPER AIR LINE AND TERMINATE UP 1-1/2 WITH WNPRESsoN SHUT OFF FOR AR AG I VATED FOJT PLATE I 3 0-KAY KR-22l9 SINGLE COMPARTTIFNT TYPE I 302 18-8 GUA GE S.S. SIPJK, VITH CRUMP Z CUP STRAINER. E.KAY #LK-4123 SINGLE LEVER Q 3 I GOOSNECIC FAUCI=T AND AERATOR REMACTABLE -- —) SPRAYS,( AND HOSE OR CUMPARAML PROVM — I AND INSTALLED BY PLLRID , � I -- — — — -_ — NOTE PWMBER IS RESPONSABLE TO SUPPLY AND INSTALL RP BACK FLO%/ DEVICES AS AM11ON TO AN "STING I ENTAL OFFICE REQUIRED BY LOCAL COLE w ,R __- PWIIE31N G FLOOR__PLAN �`- SCAL 1/8"= r-01- — 8 AP%_ 1996 C-J--- —, DATE: JOB: DATE REVISED 1 1 I SHEET NO. BUP96-0330, SIT96-0041 MEC96-0191, PLM96-0165 9 1 1565 SW Hall Blvd I 12 of 18 of 1 .11001 loop 1101-1111111, womimi 0111m is 411"m IF THIS DOCUMENT IS LESS ITI T>�IlI�IlII�IlIIIlill�lll'llI llIll+lIll�lIlliIlI�IIIIJI� � I��llIlf � ` II I 1 lhiII IIIllI� IIIIIll T1�11 _ q1I 1L°GIBLE THAN THIS NOTATION, – 1I�l1l IS DUE TO THF QTY OF _ C THE ORIGINAL DOCUMENT. ll PJ a-usi 03 61 eI � T sL` 9IQ 'l,I"�� llllllIl � 11111TtIIewill 3. r< ua� lz oO • � 00 Z M I CI 00 CA N.I C7 V C � U .0 Z .92) 5 CO 70 ,I g ZCd D- a .0r-0 CJ +2" 1-1. � oa0 l ao Wm M Q0 w Z J +�. . . . I In o r• o_ I 4,. ; THESE DRAWINGS ANO SPECIFICA- '" ;_F•2" » TIONS ARE THE PROPERTY Of 1 PATTERSON DENTAL COMPANY AND THE USE UNITED TO A SPECIFIED PROACTFOR THE PERSON PERSONS HAWED HEREON FOR OR CONSTRUCTION OF 04C BUILDING ONLY. ANY USE OR REPRODUCTIOINS t OF THESE DROWIIIGS ARE STRICTLY I PROH,81TED WITHOUT THE WRITTEN PERMISSION OF FATTER-SON DENTAL COMPANY. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE --�-�-- ---.-. VERIFIED ON THE M SITE. ANY DIS- _. —� CREPANCIES OR CHANGES SHALL BE �-1�� BROUGHT TO THE ATTENTION OF AR If CIM PATTERSON DENTAL COMPANY PRIOR TO THE COMMENCEMENT OF ANY Tt� NTD Da$TNG ., RESPONSIBLEOFOR ALL CURREALL NT AR [M 1/2 CQPFM M FMR LINE I LJ INA 1 L Al L AMERICAN DISAIUTIES ACT. ACCES— LOCATIONS `ATM 1/2" COP1PI 555 SJ HJT SIBIUTY OUIOEUNES, AND REQUIRED BACKFLOW PREVENTERS. OFF VALVE TEE INTO DOSTING AJR Sl'`.>lII1 Q a C] ID Q � I I � Z a �1 = I I I A F L0 ADDITION TO AN DUSTING DENTAL OM CE S �R o • AIR FLOOR PLAN_ SCALE 178=1 - 8 APRIL 19% DATE: i JOB: 19 AM jqqR DATE REVISED SHEET NO. 13UP96-0330, 517 96-0041 MEC96-0191, PLM96-0165 11565 SW IIa11 Blvd 10 13 of 18 of 0—OWN"1••�TAN' •evYs.•.-+...:- ..,... _.,vwm '•wMnw .:�:1IAOARlT +IM .6� _.. "" MMM!PIA ... 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VN n 0 On cn _ -+-2"• Cn -0 V% z ' Irl O X1.1 W z -- Q x a pn ----- -- -- J - 9 THESE DRAWINGS AND SPECIFICA- TIONS ARE THE PROPERTY OF �• - PATTERSON DENTAL COMPANY AND :t THE USE LIMITED TO A SPECIFIED V PROJECT FOR THE PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONF BUILDING ONLY. ANY USE OR REPR000C7MHNS t Of THOSE DROWTNG% ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN / PERMISSION OF PATTERSON DENTAL COMPANY. WRITTEN DIMENSIONS SHALL. TAKE PREFERENCE OVER SCALED DimENSIONS AND SHALL 8E VERIFIED ON THE JOB SITE. ANY - T CREPANCIES OR CHANGES SMALL BE BROUGHT TO THE ATTENTION Of f PATT[RSON DENTAL COMPANY PRIOR TO THE COMMENCEMENT OF ANY ALL 81 VACUUM LEGEW RESPONSIBLE BLE FOR r- THE CALL TOR CURRENT AMERICAN DISAYUTIES ACT, ACCES- SIINUTY GUIDELINES, AND REOUIRED BACKVLOW PREVCNTIR& VACUlJ1•I 3Y9TtT1 REDUCE MANN TRUNK UW i,14D N TERN AlE / EACH DE3(iWw_ ' LOCATION 4w;TH 1/2" FlP. Q - - -----__I_L_._-_— USE rILY SCItIXJI-F 40 PVC OR COPPER F 0 REQIJHM BY LOCAL. 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W Q T � � z J 1 CL ►- N naa I THESE DRAWINGS AND SPECIFICA- "TRam TIONS ARE THE PROPERTY OF 2 11 PATTERSON DENTAL COMPANY AND THE USE LIMITED TO A SPECIFIED DDffCBI PROJECT FOR THE PERSON OR PERSONS NAMED HEREON FOR THE ' ' I CONSTRUCTION OF ONE BUILDING •• . . . . ONLY. ANY USE OR REPRODUCY*WS OF THESE 1 I PROHIBITED WITHOUT THE WRITTEN PERMISSION Of PATTERSLNI DENTAL COMPANY. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER -�--Y--- _ ___ SCALED DIMENSIONS AND SHALL BE — r r — L_1 -- T `.__ �.I_ ,_� �__ —_ VEOMFIED RSITE. ANY S_ EPANCIES OR CN THE HANGES SHALLaBE BROUGHT TO THE ATTENTION OF PATTERSON DENIAL COMPANY PRIOR _.-TEE INTO EMSTING SYSTEI'', TO THE COMMFNCEMENT OF ANY WORK. THE CONTRACTOR SHALL SE RESPONSIBLE FOR ALL CURRENT AWE RICAN DISASUTIES ACT. ACCES- SIBIUTY GUIDELINES, AND REQUIRED NITROUS LEUM BACKFLOW PREVENTERS. NOTE ALL NITROUS AND OXYGEN UNE5 ARE TO BE TYPE K OR L PR£--CIFAPIED EEGREASED COPPER Q ALL CONNEC11ON5 ARE TO BE S+LWF SaLEERE) 7 PURGE ON CONSTANT OF NITROGEN TO PFEWNT � N MNAL CARBON FLASH NAD UP. TEE INTO IDD STIN G SYSTEM. 1 PORTER SCAWNGEF? NITROUS OUTLET STATIONS PROVM BY PDC: TO BE INSTALED BY PLL.IMRR. 2 CAP BELOV FLOOR FOR FUTURE ►- I 1 I � d I ALDlT10N TO AN E�(1 ST1N G DENTAL OFFICE F � � I' NITROUS FLOOR PLAN SCALE 1/9'=1'-- 8 APR L 1496 DATE: JOEL: 12 APRL 1 DATE REVISED SHEET NO. 11UP96-0330, SIT96-0041 MEC96-0191, PLM96-0165 12 1 1566 '%%V 11,111 131vd 15111 18 of N.::SII!!uwec,;.:,. r:�n--,... .,.......,..noa..r•'.�y'.'^9ws+►.,w�logl�MM^ V�'-r^. �r.r,.,,,,,. . _ •... ,_ ... u/OW ..--- .' ,._.. }�MIIM'!M9�'!� �'Y.MM!I�'SAnrvWar,«•.M•rtllrt:IDw,ivrv.,l..w-.....,..N.,..,........r.W..:,y.... ..,r».,ti•n.�...s: ...o..,..,..,.�.�n+IM�M:. „i7fslAYr. rair...gr,.y,; IF THIS DOCUMFNT 1S 1,FSS III 111 III III III III I I III III � III III III III 11T t1� Iii III 111 I 1 ll1 111 111 III III III III I I III III III II! !It �� 111 > > 11r X11 111 111 III ill 111111! 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WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER +18" SCALED DIMENSIONS AND SHALL BE YERIFCREP EO ON THE CH SITE. MAkNY DIS- --=LT CREPANCIES OR CHANGES SMALL BE - -- - - - ----- BROUGHT TO THE ATTENTION OF ELECTRICAL Ifs PATTERSON DENTAL COMPANY PRIOR TO THE COMMENCEMENT OF ANY MORK, THE CONTRACTOR SMALL 8E RESPONSIBLE FOR ALL CURRENT 1 EMCATED 20 AMP OUTLff AMERICAN aSABUTIES ACT, ACCES- SIBILITY GUIDELINES. AND REQUIRED 0 BACKFLOW PREVENTERS. Lo 2. 4 PLDs FI_00R OUTLET 8 AMPS. 3 NODULAR CABINET UTILITY CENTER. 115 VOLT 8 AMP. Q FFD. LEME 24" SLACK. t7 4 MODULAR CIVEER CABWFT `1VITI-t X—RAY PASSTHROUGH. Q 115 VOLT 6 AMP. FEED FOR CABINET POMR. 115 VOLT 20 AME'. CMr&TfD hEID. LEAVE: 50" SLACK FOR 11" UP. RUN TVO itT3 OF 18—2 WIRE CABINET TO MODUL AR U11UTY CENTERS fK�VE %"Y 1� � SLACK BOTH ENDS, FINAL HOOK UP BY EffCTRICIAN. 5 X—RAY DISCONNECT SWITCH. —� 6 X—RAY REN01E E)q'OSURE STATIONS, PROVIEF RECESSED 2 X 4 BOX UP 54". RUN -rvo #18'S TO I I DESIGNATED X—RAY. E)POSURE COW7 PLATE BY PDC. z I I NOTE: ALL ELECTRICAL WIRING IN PATENT TREATT1ENT Q AREAS TO BE HOSPITAL GRACE MC CABLE ' Q 18" LO -+36 F ACDITION TO AN EA ST1N G DENTAL OFF1 CE � F Q E-ECTRI CAL FLOOR PLAN SCALE 1/8" -1 0 DATE: 36" JOB- 4 ftLEX 20" DATE _ REVISED (D-0 20" 20" +36~__-fit v� SHEET NO. IMP96-0330, MIX96-0191, PLM96-0165 13 11565 SW Ifall Blvd 16 orfs Of r I I I I I I I I I I I I I !_�. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I r l I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I�I ISI 1 I F 'I'111 S DOCUMENT I S LFSS � I I I I I I I � ISI I l I � I I 1 ( T 1 I I l I � 1 � 1 1 1 I I I � I I I I � I l I � Iaa LFG1111Y THAN THIS NOTATION, I I I 4 6 y ��- 11' .— Gust IT IS DUF TO THF OUALI TY OF' No.36 =='" ""11M �' THF ORIGINP.1, DOCUMRN'I'' _ IIIIvl�`ll8l�llZlZ 191Z�� Z � ibZ L O��Z l8lli � � � 8 L� 9 4 � � S ili-1^l,tll1lllGlllllllSl�llll�lll��llll�lllTl�ZllllllfI�IIIIIIII��II�IHill 11 � Z lull IHllt t 1 00 t0 QC4 M O 01 1f) 0 � -J .2! Q -ca W -- - -- g : . . . , . . .� Z aid a N \ O N D � N N 0 _------ — I. W 2 CK Z S ( S In r• a THESE DRAWINGS AND SPECIFICA- TIONS ARE THE PROPERTY OF PATTERSON DENTAL COMPANY AND S ; TAE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUILDING . . . ONLY. ANY USE OR REPRODUCTIOINS OF THESE OROWINGS ARE STRICTLY S PROHIBITED WITHOUT THE WRITTEN PIRMISSION Of PATTERSON DENTAL COMPANY. WRITTEN DIMENSIONS SIIALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SMALL BE •— •— — ---•—-- -- —.._ _ —__.--.— - — _ — _�__-....-__.- -.--- --_--_ VERIFIED ON THE .IO/ SITE. ANY DIS- - CREPANCIES OR CHANGES SMALL BE BROUGHT TO THE ATTENTION OF ►ATTERSON DENTAL COM/ANY PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR SMALL BE RESPONSIBLE FOR ALL CURRENT AMERICAN DISABUTIES ACT. ACCES- SIBILITY GUIDELINES, AND REQUIRED MUSIC LEGEND BACKFLOW PREVENTERS. I ----..._-11_ - OS OVE�IEAD SPtirAtCER VC VALL VOLUMN CONTROL Z TEE INTO EXISTING MUSIC SYSTEM. _ EQUP"NT SUPPLIED BY PDG (n All ViRING BY E1.ECTRICAAN OR LOV 1i VOLTAGE CONTRACTOR. 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Q... Ing M � r+• 01- i ONS ARE DRAWINGS 'THE PROPERTYiCTHESE AND OF PATTERSON el IAM SE UED TO PANY AND THESPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE RUILDING j, •, ONLY ANY USE OR REPROOUCTIOINS OF THESE DROWINGS AR£ STRICTLY PROHIBITED WITHOUT THE WPIT-TEN / PERMISSION OF PATTERSON OENTAL. COMPANY. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER -� - i -_-�,L. I- SCALD DIMENSIONS AND SNAIL BE �_.____ I / --r t ----�1 --.._ _. .__. r - -- ------- VEINFIED ON THE JOB SITE. HA BE / -TTT"" •---•---- -- - CREPANUES OR CHANGES SMALL BE rROUGHT TO THE ATTENTION OF PATTERSON DENTAL COMPANY "Oft TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SHALL RE / RESPONSiBLE FOR ALL CURRENT AMERICAN DISAYUTIES ACT. ACCES- SIBILITY / - GUIDELINES, AND REQUIREDBACKFBACKfIOMI PREV[NT[RS. / CCMNU KATION LEGEND Q LOO VOLTAGE COMMUNICATION SYSTETI b MC& / EQUIF"ENT AND WIRD!G SUPPLn 8Y MC, z MIRING BY EI.ECTR GAN OR LOW VOLTAGE -- CONTm C i OR U 1 RECESSED WAIL STATIONS. 2 CUSTOM CART MOUNM, OR RECE55ED CABINET MOUNTED STATIONS, LEAVE I LOOP. 3 3 MAS" COMPUTER AND DESK UNIT. I I r F5 ADDITION TO AN DQ STIN G DENTAL 0M CF ;� ri r COMMUNICATION FLOOR PLAN SCALE 1/8"=1 =0 ir- 8 APRL 19% __ DATE: JOB: DATE REVISEo__ — SHEET �JO. BUP96-0330, SI1-96-0041 15 MI;C96-0191, PLM96-0165 11565 SW Hall Blvd 181If I8 Of IL ...�.�. IF THIS DOCUMENT IS Lf',S� TTTTTI1jl�lllll IIIIIII II1li I LEGIBLE THAN TIII'- NOTATION, I I II I IIIIliII l I III I 111JI 11T IIIIIII l lull I I�11II 1�1 1 IIIIIcII�IIIIIII l VIII411 IIIIIII lllllQll 111111 11111 1 1111111 111 111 IIIIIII I� IIIII IIIIIII III 1 I IT IS DUI. 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