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Home My WebLink About797 Pole Line Rd plans SEE P a 1 - ? 2 ri0f-4 Z COMMERCIAL ;JAL a J� N APPLICAVO' M RESIDENTIAL CI FALLS NEW BUILDING C7 PATIO!DECK CJ SEWER TAP Pinns Submitted ❑ ADDITION ❑ MOBILE UNIT ❑ WATEFJ TAP ® SITE PLAN ;R ROOF STPUCTURI C3 REMODEL ❑ MOBILE HOME 0 CURB CUT % FOUNDATION 0 FLOOR STPUCTUI 0 CARPORT/GARAGE 0 CHANGE OF USE 0 __ ICE TYPICALCONST. M SPECIFICATIONS' (8 FLOOR PLAN Ga PLAN ANALYSIS. OWNED: Wt4iTr-- -11F ADDRESS: 7,� NAi N live, N. i Nit , (b DESCRIPTION OF WORK: PHONE NO. I 20 -733 14 4, CONTRACTOR: WESTF, X(,J DEVELL:)ENcwr ADDRESS: `11q- �LGIN, G,�(,byV�L�,lD3(oe,5 SP-t S PHONE N0: 'I ' 20 �-S`2 - ARCHITECT: ;EIZ21 e- WOLPt✓ ASSo(Z- . PRtOR USE: h) �- PHONE: CURRENT USE: IJ - PROJECT STREET ADDRESS: LEGAL DESCRIPTION OF PROPERTY: c7 N — F-- EST.VALUE $ 11°O'°°°No. Floors:_2 Main: 2 l t? SIF 2nd FL: 7J3, I dSIF' Basement: Garage: S/F Carport: 3L&- Patio: N A- Deck: W A- _SIF SUBMITTED BY III I E jjL) . .W O(,m< DAB_. . ...... RECEIVED BY DATE _ TIME Please use this worksheet to compile the basic information you will need to file a building permit application. Three- - (3) complete sets of plans are required for resie.entia? applications . Four .(4) complete sets of plans are required for co =ercial applications. All plans are required to be submitted on no less than 18" x 2411 size paper. The scale is to be 1/4" CITY p� 61. BUILDING INSPECTION 345 SECOND AVENUE EAST DEPARTMENT „� k TWIN FALLS, ID.83301 �► v PH ON E(208)736-2238 `SERVING August 6, 1993 Mr. Todd White Wilson-Bates Furniture 702 Main Avenue North Twin Falls, Idaho 83301 Re: Floor Plan -- Permit #6356 Dear Mr. White: The submitted material from Kincaid, La-Z-Boy and Bassett does not cover the full floor area of the store. A master floor plan--addressing travel distances, exit lights and emergency lights--will need to be submitted. The imitation fireplaces shown on the Bassett and Kincaid submittals do not meet Section 3707 of the 1991 U.B.C. for non-conforming fireplaces. Sincerely, im Leichliter, P. E. JL/ps CONCEPT 91 PHASE II SUBDIVISION N 795.34'8 E LOCATED IN N 71.22'48"E p 98.42' SE 4 SECTION 33, " 71a?eo B E v� TOWNSHIP 9 SOUTH, RANGE 17 EAST, 45.93' 4Q4Q N ss 1s'2o"E 584.67' C2. BOISE MERIDIAN so.49' TWIN FALLS COUNTY, IDAHO � N 89'15'20"E 584.6T _ __ C6 c FILLMORE STREET n N 89'15'20"E / 1992 Cj -184.61- 3 - - - -400.06'- - - -Q�F I I. I' N 9 a °� LOT 2 a o LOT 1 Z w I I°o ' 43.85' '` 0.91 ACRE I<NI 2.08 ACRES <i a I I 3 a��A �s• ry0 20' o" 20' ACCESS & o <� 43.85' .�rL • o z UTILITY EASEMENT N �9i.'�• 205.18'- - - - -S 89'15'20"W 562.00'- -S 89',5 20 W 559.76- - - - -207.42� W E z PGG�'ro4� Fw 3`�� V) a 6 LOT 9 ao a 0.93 ACRE I N ' p I B�ucCs.cEs I I 'V Z z I �',vJcs'roR5 O S IV1 U B L. 0 C K N B20o 00' <a Lv o�< ' SCALE LOT 3 2,---- // 1 = 100' 20' LANDSCAPE & co T d:0.� ACRES UTILITY EASEMENT00 N Cv srco b-F Luc Le r s S v csToe s I ao e a�ewkl. S E G E N D CONCEPT 91 ACCESS & UTILITY�3D'I,�ri PHASE i SUBDIVISION BOUDARY�LINE o o a N I I BUILDING SETBACK LIN - - w / z NF U a EASEMENT LINE - - - - - -294q FOUND BRASS CAP Building Pions - - - _ 8 3 Ir 3 �o 3 �"av ozs Ic FOUND.5/8" REBAR & CAP REVIEWED Gvs seo a��<o COszco a o :r" <oo Ne7�o..�sxo5 0 0 For Conformance N/rNi a• o o Ia I o LOT 8 J Uniform Building Code �� I�oI a < a o SET 5/8"X 30" REBAR & CAP • LOT 4 o W a o LOT 5 <o LOT 6 N LOT 7 a N 0.71 ACRE/ All Construction d 0.93 ACRE z y oo N 0.73 ACRE o w 0.73 ACRE Ig I 0.92 ACRE o e Sublect to Field Ina 20' / .��, SET 1/2"X 24" REBAR & CAP N J F 201.. 20'ACCESS &z 0'z ACCESS & z - Page....... ... of r..O,,,J.,� INITIAL POINT o UTILITY ESM 1. TILITY ESM T. / ,\ Pb 8 Date...... ,';,A�_,•,SET BRASS CAP N -/ I, .�0' n 205.00' 160.00' -- 160.00' - - "� .52 58.15' S S 89.15'20"W 687.48' S 89 15'3 m+� Plans Exomiper.. J3 n 95.67' as a4 PROJECT * "'�FR wilding Official , POLE LINE ROAD 967.68' S 89'51'19"W 2638.59' PW. 4 BASE BEARING - SURVEY INST. #92000661 • J FND. ALUM. CAP FND. COPPERWELD ROD CP #948482 K a g CP #909921 5 1-A- C U R V E D A T A CURVE DELTA RADIUS I ARC CHORD TANGENT L.C.B. A- 1 45'00 Do" 180.00 141.37 137.77 74.56 N 66'45'20"E 2 17'52'32" 220.00 68'64 68.36 34.60 N 80'19'04"E 3 70.00,00" 20.00 24.43 22.94 14.00 N 36'22'48"E _ �.sca. AM 4 8'46'27" 1205.92 184.67 184.49 92.52 S 10'55'14"W ys 5 45'00'00" 150.00 117.81 114.81 62.13 S 66'45'20"W 6 1 7'52 32" 250.00 78.00 77.68 39.32 N 80'19'04"E 7 45'00'00" 120.00 94.25 91.84 49.71 S 66'45'20"W 8• 17'52,32" 280.00 87.36 87.00 44.04 N 80'19'04"E 9 110'00,00" 25.00 48.00 40.95 35.70 N 53'37'12"W 10 4.49 20" 1205.92 101.49 101.46 50.78 S 12'53'47"W VICINITY SKETCH 11 3'57'07" 1205.92 83.18 83,16 41.61 S 08'30'34"W ��1� / ® c.EHM Engineers In oEHM ....c. 156-92 SHEET 1 OF 3 168 MAIN STREET P.O. BOX 605 l C M 3 HUDSON,NORTH CAROLINA 28638-0605 HOME T 704 728-3261 Rl mitme Company,Inc. FAX NO.704 728-0223 A La-Z-Bo f Company 7/15/93 Todd White Wilson-Bates Furniture 702 Main Avenue North Twin Falls, ID 83301 Todd, Enclosed you will find three sets of construction plans (a dimension plan, a wall layout plan, and elevation pages ) , per your request. If you have any further questions, please do not hesitate to call 800-438-8207, ext. #279 . Sincerely, Pamela Setzer Gallery Coordinator Kincaid Furniture Co. AMERICA'S LEADING MANUFACTURER OF SOLID WOOD FURNITURE G� ^ �LOCATED IN y 0 EXIST. 8 SEWER LINE EXIST. 8" WATER NE �'22 A� �,ia • O g5.3 U LO OCK 1, OF CONCEPT 91 PHASF 11 SUBDIVISION N AND A PORTION OF N In LOT 3 BLOCK 1 CONCEPT gi PHF it SUBDIVISION 7' AC i- w Q) IN w ° TWIN FALLS COUNTY, IDAHO z 1992 •tea a w l U LOT I Z I q :2it •Q Q 0.91 ACRE PROPOSED STORM SYSTEM �w 1 I I W Z STATE FARM I _2D8 ACR I I3 y h w 1•1 • S1 \\ NZ ' I I N I I I \�LG Mr- tiE ,ryryy \ao�SF. 20' 20' ACCESS x COMFORT INN All UTILITY ESM'T. I , / O — -- — — — — •,— W-562.00, / 205.18' 304. — — — '201.42 — 10 41 0 9s' I of - I^ 1O SCALE: 1" — 50' T PERMAN T g g EASEME I - --- - a LOT 9 $N I 0.93 ACRE I I c OP05E ' RK STATE HI AY R O L E _jG E N D Q FUTURE BUILDING c/0 PROPERTY BOUNDARY ONE PROPOSED BUILDING I I l ✓(,�i �cl EASEMENT LINE — — — _ r FOUND 1 r/2• REBAR k CAP t _ ^ 200.00 t`/)' y FOUND 5/B' REBAR k CAP B L 0 C K 1 d , FOUND BRASS CAP Z ��z 6 2C D APE & 3 I \ I MEN s O J�»..•...��i.—.E• 3 O 9 s�s-//� "� b 304 r." W _ I /� U) N W a m is 6N I c.< _ NOTES: N J - •"'•+"+" ACG TY .L,f _ O qJ LANDSCAPE AND TREES SHOWN FOR ASTHETIC PURPOSES ONLYI -SEE LANDSCAPE W Q F I = 7.f� PLAN FROM ARCHITECT FOR FURTHER DETAIL f� u- 0 3 �1 t G —� I _ _ _ M —— I — =0.7 SEE BUILDING PLANS FOR EXACT UTILITY SERVICE CONNECTION LOCATIONS. Z 30' 19 24' 64' 64' 64' 64' I LANDSCAPE: j --------- -- ----- — I � LANDSCAPE REQUIRED: 18,880 SQ. FT. t^ LANDSCAPE PRONDED: 20,440 SQ. FT. ~ w - -- — — — — — — — — — — — — - - — — — — — — -- 20 .00 - 205.44 loU 188.59' '' — — — _ — — EXISTING 21" SANITARY SEWER LINE sy -- 2 3 PROJECT rf R'�Eq ` I _ ® EXISTING 18" STORM SEWER LI ; a I 3 EXISTING 12" WATER LINE P L R f g$ gg ao 0 LOT 4 Z 8 LOT 5 .8 LOT 6 0 LOT 7 0 E / s { N Fft A— - ff`P 0.93 ACRE I g N 0.73 ACRE g N 0.73 ACRE Z I 0.92 ACRE 0 o 1, N Z I Z I ? 21. y, \1�M ' 20' 2-'I ACCESS k '/ { <w UTILITY ESM �/ '`� -- G.MARTENS c 20' 20' ACCESS k I I P�y� sow I D.MARTENS Na a z ITY ESM — - - - - g=— - - - -- -- - - - -- - - - - - I �- - - - __C W R R. -- &d1FF, O oAw T.MCBRIDE 160.00' `• 205. S 8 20"W 667.48' oAa 9/25/es -- VICINITY SKETCHf � y �° 338-92 0 33 34 _ e4 ECILE LINE ROAD -- ---- S 89'51'19'W 2638.59' BASE BEARING - SURVEY INST. #92000661 FND. ALUM. CAP �4 3 CP #948482 SHEET 1 OF 2 City of Twin Falls Building Department 345 Second Avenue East ' Twin Falls, Idaho 83301 (208) 736-2238 ' Plan review based on ' the 1991 Uniform Building Code Project Number: 6356 Name : Wilson Bates Address : Poleline Rd Date : August 26, 1993 Contractor: Occupancy : B2 Architect : Type of Const : V—N Engineer: Plans Examiner: Review Comity Report created using Plan Analyst software by b w & a. (719) 599 5622 Portions or the material contained in this program are reproduce"— from the Uniform Building Code ( 1991 edition) with permission of International Conference of Building Officials. ' # SHEET IDENTIFICATION CORRECTION REQUIRED ============================================================================= 1 Exits cannot be thru storage areas. 2 Will emergency lights meet 3313 a of UBC. 3 Fireplace must meet 37070] of UBC. LOCATED IN EXIST. 8 SEWER LINE EXIST. 8' WATER INE 1,'22,p$'E U O gg 3 � LOT !4, OCK 1, CONCEPT 91 ASE II SUBDIVISION j IN AND OR OF V) In LOT 3, BLOCK 1, CON PHASE II SUBDIVISION L a _ W _ — � 9 it IN LiC z FALLS COUNTY, IDAH %Jl+d — ► N i j, T * h Mtlr L.r l I A LOT 0.91 ACRE 3 i I I a Q Q ^ = LJ z a Op ICI I`l <o I . a o PROPOSED STORM SYSTEM T 1 W Z ST.9TE FARM N I Zll8 ACR h S \ O 20 20' ACCESS h I� COMFORT INN 70. UTILITY ESM'T. aR 1 582. 304. 25 — 00' — 207.42 b — I _ SSA 0 5. - - - - - -- -- -- -- --- -- - - — '� — Z, i tics Gp I F o I b" P�J C,W °° a 60, I^ �° / SCALE: 1" = 50' PERMAN T I I 3 .a o EASEM to I - - - - ---- o o I LOT 9 IN 0.93 ACRE o O la H O PROPOSED PARK » STATE HIGHWAY R/W O O a' i I I � g v0% L E G E N D � Q FUTURE BUILDING I I v 0/ EPROPERTY ASEMENT BOUNDARY LINE PROPOSED BUILDING I I - - - - - - N 11 '15'20'E a D 1/Y REBAR k CAP r B L 0 C K 1 20F.00 F D 5/8' REBAR k CAP v NO BRASS CAP 0 Z r LOT 3 Q ri I 10.42 ACRES O 12 D APE MEN / a- U � i w Q o N _ I �� 1-- to NOTES: N Q WLANDSCAPE AND TREES ACC TY PLAN FROM ARCHITECT FOR FURTHERADETAIL PURPOSES OJLYI -SEE LANDSCAPE W N o 3 SEE BUILDING PLANS FOR EXACT UTILITY SERVICE CONNECRON LOCATIONS. O Z 24 _-64 64 64' 64' l LANDSCAPE: O ~ LANDSCAPE REQUIRED: 18,880 SQ. FT. �^ LANDSCAPE PROVIDED: 20,"0 SQ. FT. , /1v aw N :J 32 ' LA <F— - - - - - - _— V - - - - - - - - - - ^ 205.44 I 8 160.00 0 .0 198.59' 160.00 n — — — — — — — — EXISTING 21' SANITARY SEWER LINE sy - - - - - - - -- -I - - - - -= ® : PROJECT EXISTING 18' STORM SEWER LINE ' I 3 EXISTING 12' WATER LINE P R—I o o, aoo o <o 0 0 go o a o I < E b LOT 4 `a LOT 5 <g LOT 8 b N' I LOT 7 O N b .93 ACRE I o N 0.73 ACRE o 0.73 ACRE o 0.92 ACRE C,N N Z _ Z —_ I Z I Z ebb 1 1 AwnM � ~ �� w 20' ACCESS k m 'I a w (UTILITY ESM T. ow 20' 20' ACCESS k �/ '` -- ,r.wom Q I � A _ G.MARTENS Not to$ode z n TY ESM T. I 5 k� I ^� G.MARTENS — -- W—_ l IOIW�n BeaO T.MCBRIDE M O • —EE. 160.00' — rest N 205. S 8 20"W 687.48' F,`�r� aw 9/25/92 VICINITY SKETCH _50, o 34 _ 2 OL E LIRE Rnen S 89'51'19'W 2638.59' BASE BEARING - SURVEY INST. #92000661 FND. ALUM. CAP CP #948482 SHEET 1 OF 2 City of Twin Falls Building Department 345 Second Avenue East Twin Falls, Idaho 83301 (208) 736-2238 Plan review based on the 1991 Uniform Building Code o roject Number: 1 Name : Wilson Bates ' Address : Poleline Rd Date : July 22, 1993 ]ccupancy : B2 Contractor: [ype of Const : V-N Architect : Engineer: Plans Examiner: Review Comity Report created using Plan Analyst software by b w & a (719) 599 5622 Portions of the material contained in this program are reproduced- from th Uniform Building Code ( 1991 edition) with Permission of International e Conference of Building Officials. .# SHEET=== IDENTIFICATION CORRECTION REQUIRED ' 1 ================= Need complete layout also need master plan showing where all walls and areas are located to check exits. Need flame spread on all fabric interior finish. Decorative fire place does not appear to meet Code. 2 Need exit lights and emergency lights designated on master plan to determine compliance with Code. ' ' �M1 LOCATED IN A�6 Oh a 1�22A U 0 LOT 4, BLOCK 1, OF CONCEPT 91 PHASE II SUBDIVISION C +A>w N N 9842 AND A PORTION OF V) Ul c6 LOT 3, BLOCK 1, CONCEPT 91 PHASE II SUBDIVISION L � N 89.1 5'20_E 584.67' — — C IN i TWIN FALLS COUNTY, IDAHO z as1' 4 1992 •� a W i LOT (A 2 ,® 0.91 ACRE 3 I w o m <o STATE `_° 2.08 ACRES w W w c S o N I I I r e A9 AS. z ^ryti' rraR,, COMFORT % in cq zo . 1 w ss2.00' ' y " S N 89'15'20'E 5.0 _a.,. ,�! �! p 0 }}. o�P }h° p•P 4 '►' '� o1P iv ARi 34 010 RETAINING � W U — .�• ` ,,.A4,,,. } pPERMAN T � SCALE: 1" — 50' EASEME 33.4TC I 1P 3 k1f' A1P 33.OTOP .4TC 3 0t — Y ao I 0.93 ACRE N o � W ?`! ,?�! H (D PROPOSED PARK < g STATE HIGHWAY R/W FUTURE UILDINC ( PROPERTY9.�P 7qP (� EASEMENT LINEBOUNDARY LINE — — I PROPOSED BUILDING `4 F.F.E.-37.50 N 89 15 20�E `c FOUND 1/2 REBAR k CAP W t 36 OTOP .. v FOUND S/6• REBAR h CAP V Y FOUND BRASS CAP 0 � '� F— 7 ICY vi t �v `_ f��I ZD O 'S~ '•r ENTRY QTA / ) goN g qP l P 37.4TC 37.4TC V OD W a0 7.2 CD,,^^ • !tP ��! r 64P 61P 6�P J)r �� 1 • e TA 38.6 or Z NOTES: 0 C) J - LANDSCAPE AND TREES SHOWN FOR ASTHETIC PURPOSES ONLYI —SEE LANDSCAPE �1 Z 4 p,�! O,�P P �qP ry1P 01P T PLAN FROM ARCHITECT FOR FURTHER DETAIL I 2 SEE BUILDING PLANS FOR EXACT UTILITY SERVICE CONNECTION LOCATIONS. ,^ 36.0TOP BTgp V 4 _O PW IN ary �' }q 2 o -1205.444' 41 198.59' 1 .00 .ar m PROJECT 3 3 -3 3 •'J�' 'J� PaN lM Rooe F 0 45 00 a 00 L T 8 a O �oo OT 8 o LOT 7 a 0.7 ACRE o LOT 4 O OT 5 N N ! 0.93 ACRE o 0.7 ACRE 0.7 CRE `;Z 92 ACRE o ygsl! 0 7q°P i 1-A. w o z z z N A— 0' ACCES y'�' UTILITY ESM P ,y� "^�•�"A...,. G.uARTENs y1P ,�4D Na ro SCW G.MARTENS TL h 205. 160.00' 3645 jft.00, 162.48' 3 8.15 �AMEE, ® T.MCBRIDE S S 20"W 687.48' - �arTE. ` �� n e/zs/az • � VICINITY SKETCH ,. . M TWIN FALLS CITY BENCH MARK/4092-3002 33 34 NW BOLT ON FIRE HYDRANT SE CORNER 338—a2DP BLUE LAKES BLVD.AND POLE LINE ROAD Poll E UdE ROAD �v'•6� - ELEVATION—3645.166(U.S.C.G.S DATUM) S 89.51'19•W 2638.59' BASE BEARING - SURVEY INST. #92000661 4 3 END. ALUM. CAP yy4 CP #94841 SHEET 2 OF 2 "^tT City of Twin Falls Building Department 345 Second Avenue East Twin Falls, Idaho 83301 (208) 736-2238 Plan review based on the 1991 Uniform Building Code Project Number: 1 Name: Wilson Bates Address : Poleline Rd Date : July 22, 1993 Contractor: Occupancy : B2 Architect : Type of Const : V-N Engineer: Plans Examiner: Review Comity Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1991 edition) with permission of International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION REQUIRED ============================================================================= 1 Need complete layout also need master plan showing where all walls and areas are located to check exits. Need flame spread on all fabric interior finish. Decorative fire place does not appear to meet Code. 2 Need exit lights and emergency lights designated on ^ master plan to determine compliance with Code. � � /�7 5 " �� , x _ Al s T� S OO _r rl�x t" X• v r� P, z �_yy11. 1 c � «. 64, ryp ..,d..........,..,.- .......,.»«.,..�.�...,.... w,}ram. .......s ""'...,...,,..W,,,.-,..•.._ >- . ....w` !� I!' `f b � L1446 � "1 Irl A. -I G B N 2 If } RCHITECr F A ` 1,10$7ATE OF , i .+t. } 77 I� 5 0 —----- -, u�T'-f- rack >~ai r'TH STt-1 c, Lnv� 2 c o F A- Ui,`--r ------------- O �- 2.S-� (oS-t• 1 °jeep �' �^ la q s /o We 7 �) L m a i '$I'o C}3I7£Ct LsrATE of ID(4tdw� .. .�...,.. ,._....__.__,__.:�........._._ .�....,___.__..—____�. PROJECT NO (;4+'` _..,..—.____...._.....•..,.___,. .._.........__._..�_�_._` - - _..._�.—. SHEET NO ---_ MADEBY CHECKED BY___ DATE__ . 00, j - ' I ' Q E 1 i i. 7Z, �i V' { fY , < _. {{ 0 010 IL D... L1G6N � G( . A V0NItGCT s e LIE STATE W 1Da4 S U B,i E C 7 --- -- ----_---- ---------- PROJECT NO, --- -----__. .SHEET NG _ MADE BV,'...__ - -- CHECKED BY DATE---------._ --- , (71 r no 3 - �, � . 7 e , I LICENSED ARCHITECT STATE Of IDA 7 ro A /7 S' 2 211 --D A PCI417CCT t I+ . _ STATE ATE 017 IDAWO * d 7 �vVM1a6 t rY k IJ1 + ' KVi rrt s 4'F •}t .'. , Table 41. Square Spread Footings T. t3 #TM i ur CJ x / , 1,- 20.000psi Allowable stresses by ACI 310.63: .��• . n: 2OS00 psi vc• I.I Section 1207 fat I �-- __' _ d r--- 1 t t • 1,1 25 i 2 Ds � v • � Section 120fo)2 j , ��'•E c c c ' 7 ' I Q �� d t 1 7'• 3,000 psi 0 • bar dia. Section 1301(c)1 4 _..t...,,, t �_ _ --------'----- L - n • s-2 -� w,arh t _ ,r tc.1.350 Dsi y d4�z 19P r"zd„"+teT3r "F"" iy", ['r 2500 - t'• 3000 f'• 2300 t'r 30M y+ rKs^ res• real tea 4 j ta8lse rcg. Tot•l 1te• A j No Sts• Pt6• rot•1 rta• A t so str• rte. rec•t ne- 4 t sgsl,. VId[h lo•d K• Vidth lwd rt. ridth lo•d -V[, width 10•d vt. 4 4 ..11y r tt-ln. klq kip. fa. In. 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S z r Ps at7 SfY�a e ;�L P. *, F 6 6 RO 7 10 10 3 3 4.6 20 ) 10 30 ,7,.,3 4.6 70 3 30 l0 J 6 4.6 30 3 10 10 7 4 1 .cs 3.0 25 3 10 10 3 6 5.0 23 3 10 10 3 6 5.0 38 3 10 30 4 5-0 38 ,] 10 10 'y. + >•: 5.6 30 4 10 10 3 7 56 30 4 10 10 3 7 5.6 'A" 4 10 10 6 6 5-6 45 4 10 10 6'�'w"i } `,. �11'*x. 6-0 36 5 10 10 ♦ 7 6.0 36 5 10 10 4 7 6.0 54 5 10 11. s5 7 6-0 54' S to I ,,,t 6-6 42 y 10 10 3 T 6-6 4t 5 10 10 5 7 6-6' 63 6 10 12 S a 6.6 63 4 10 12 S' a -y.+ 4t 1 > yf� 7.0 49 7 10 11 6 7 7-0 49 7 30 11 '6 7 7.0 74 8 10 U 7 7 7.0 74 8 10 •„ '�,. •T-6 36 8 10 12 3 a 7-6 56 8 l0 11 3 .8 7.6 84 10 10 U 7 7 "J•6 84 30 10 U rT #fiJL ty ,;� 8-0 64 10 10 1] 3 8 8-0 64 LO 10 12 5 9 8.0 % 12 10 IS. 6 a 8-0 % l l 30 U 7 9 8-6 72 I2 10 13 6 8 8-6 72 12 1 -5 9 e-6 -108 U. 10 16 7 8 d-6 308 U 10 IS a# i 1, "6•� 9 a 9.0 81 14 10 U 7 8 9-0 81 W 10 14 3 10 9.0 122 17 10 17 8 8 --9 0- 122 16. 10 16 7 fy •; {� 9.6 90 17 10 IS 7 8 9-6 90 16 10 U 8 B 9-6 135 20 10 18 7 9 9.6 US 19 10 27 �• 10.0 too 20 10 16 6 9 10-0 100 19 10 U 1 9 10-0 ISO 24 10 19 a 9 10-0 150 23 to t8 38 q1'�,. ..10.6 i10 22 10 16 7 9 10-6 I10 22 10 16 7 9 10.6 163 28 iD 20 8 9 10.6 16S 26 !0 Yf '7%af0 W1,4r'� 11.0 lil 26 10 U 8 9 ll•O t21 26 10 17 6 10 11.0 182 32 10 21 9 9 11-0 182 3D l0 20 i' 10 *tU. -6 U3 30 l0 l8 7 10 ll•6 U2 RB 10 17 7 10 ll-6 198 76 LO 22 B 10 11-6 198 35 10 21 8 30 i M s` t+At 12-0 1" 34 10 if 7 30 12.0 144 32 10 18 8 10 12.0 216 41 10 23 9 30 12.0 216 40 30 ;r ) I2�6 1% )7 10 l9 a 10 12-6 136 77 10 19 a 30 12-6 234 47 10 24 9 IO 12-6 R74 43 13-0 169 42 10 20 9 to 13-0 169 42 30 20 7 11 13-0 154 St 11 24 10 10 13-0 2% St 10 24 10 10 +< M�0n�y� 13.6 182 48 10 21 9 IO 13.6 182 46 10 20 8 11 U-6 273 57 11 25 11 10 13-6 273 57 30 21 9 21 �''R'G•, +F.s *r '7. 14^0 1% $4 10 22 a 11 14•D l% 51 10 21 10 10 U-0 _294 64 12 26 10 11 W-O 294 61 tl 2S 30 8 -U-6 2I0 60 10 23 8 ll U•6 210 58 30 22 9 11 14-6 315 71 12 27 10 11 W-6 315 68 ll 26 U 10 t4 C a Er 15-0 225 68 30 24 9 11 15-0 225 65 10 23 9 11 15.0 338 79 i2 28 U 10 15-0 333 -16 111 27 11 l` 11 1 17 1 rt 5.K#dui . q Soil pr°ss1!r •I,000 pat Sall pr•s•�e s 3,000 pef f+, _ . _ n 3 7-0 18 1 to to ]#k 3-a 17- to._-..to-..1 9P_4--_3-0.V 2. 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' � ' Y PAGE: 13Y: TI,��r� DATc: . BUILDING SYSTEMS SUBJECT:Ile �t > ap,'; �p r W� �'k t sY '• �' � 'r �l.f/ '� d. "l ",.jfq�y"�y'$ r�++y�,r,"1 8„�y :- Ay R y&�•f tik f r -IZ ) c• ` IT 147 ; � i'!�,'�"au �.,��'c zit ` h j �``�jl,,�CJ,//� ��;a4��`��,'�.� $�•yA�� y A�'a*�y{' ��a fi'��'�. � ,S"��7'� �hW'sC�"� .J'��F•/'��•'�- �,• .. � � »�.n '� SS�ti p f . ,� � ��":e.� 3#_ 1`r Lam' �t � � �a v �•k �'�"' s�'�"%}u"'.''�'.� � �-'�.'t � �t.��'��r x' �rrxTr Q � �� y� __11,s... ,��'�.•� � ,1.bra, Y�,. �� c.�,�tb�'�, '��i :��t�.�e�4 `�I�i.•t� j��I jQI� � n, �' �,� 9 �� f � . ; 3 M F r t k 111115 �^s♦k'p" ��4'� 4x'o > - • .-r r ,aa,.t S�� z� 'x"S. � 9x � n M 4 * `•?s.4�9^na�% ry08•I050272 HANSEN-RICE.INC. '09!2h1/92 13,24 V21 [ 1002J003 " 'J 09/21I92 13.06 $`$oi 72� 2353 BARR•Y A MOLD ► ►4 HANSEN—RICE l�jo03140�r��k�., g PA — :' #seAK rJ6drS7Yir�rT: — ''-• Y: r �•dk...�C n".-'+:v.°��n.',. �L�'r,'�1=L:L ,.•�� ..M1-.-6':- ;•'..`JGS'w e!` :I:^ur -. ram'�;. � r , , , r --•r—..�,. -- - i �----- .� t '` � k J. l� • t�-� • f t t4 7_0 M 6�d* T 77 77- 71 > •� 1 , r1_ I IN -T,•...^.• 1♦ r"�,1 {— t^;'::= 4, Rf ' r 1 ql "'. •� •t f t, e. 44 �'� tom... 7z.Q _ : _r•�'7_ . '.t�L_ �� rn.. r�,. __.. _.: _:_. _ _ _ .: ��1 �-� •ILL �.�.a�. , ... �L ,,SQ.�� . ,. .. _ . ._' •------ . l•,��/� �."r't .r/.'f.pw �,�r� �;, "�'�w �ra��'' r :�� I�t'�^`G:i,"'..y�J �'�(Y.�.��1 ...r...e w............ .... ..._... Jam. /f l.• ,TATE'EYF 1UA140 -Onr21/92 13:24 $2084650272 _ HANSEN-RICE, INC. 001/003 09/21/92 13:06 V801 723 2353 B?►Ri _ - - o; Post-It"brand fax transmittal memo 7671 P orpegee► ° TO l From to Dept. Phone p P FeXH i- y FBXA � nr�5 x JOB NAME' LOCATION y i JOB N[TMht 1 MIGH C RITMZT-A Roof Snow Load S,O -FJ.00r Live Load Roof. Dead Load l FSF Floor Dead Load 70 r Roof Collateral Load jt T i 7, Wind ( HPH ) "` UB M1C a Y sP2C-Mic Zone Other r Or �' ° S7v-I.JCii - ray•,' .. 9.` SI Y4l' k „fin • ..25:%,'+"f ,F ;',7 i The foundation engineer is solely responsible for determining off the applicable load combinations which will govern the design the footings, foundations and g , piers. In addition, the foundation t � engineer is responsible far determining the required anchor bolt 4.tV, embedment lengths and all details for the transfer of all applicable shear and tension loads to the concrete footings or '" ` ' piers. Z. Golden Empire Manufacturing, Inc. uses the AISC formulas for determining the required anchor bolt diameters- These formulas are based on a. steel-to-steel shear plane. If the foundation engineer 5p chooses not to use an embedded shear plate in the concrete to transfer the required shear and tension loads to the foundation the r ' engineer shall provide alternate details which will develop the , g, full capacity of the anchor bolt. a. ) Golden Empire Manufacturing, Inc. assumes no responsibility far the design of any of the concrete structure which supports the r , building. kw� � IiANSEN-RICE INC. ,�:� to "_1tfl� 19:"i 2�3t33U272 .►a ► WSEN-RICE ,,09�21/92 .13:0Q '&Sol 723 2353 nAIZRY ARNOLD DA a �#a�.h M, 1?fix ib,- _ .:+"•.•�:•� .[!ti,.�t•.,ifyt.y�.• �.t�S.Il.•1•...� •.. F:-.-`+..,. �7r(S�':.Y't'><...,,'�. _,'..... A �� BUILDING SYSTEMS SUdiCCT: �� --�-� r .. �,,.,.;�„z,,: -. .-�•;;. 47- }., ��k��w��i� s� � ��"�� .. .r�• •' try& # w � �a"� A�1 c: � •'��"••' . w-7.W�•+7 -'i•(wf"[,:l _ �— 'T "�•I� .... arlr"r+'+.r��, adft '�t,�'a��&•A�"'�� _,. � t• 1cn. /�Y�� - �.� �. /.�� •1 /^�`•.9.r• � /�y+s .nf•.��wrk'�>y r"��" xJ ��! --�� _`} Gam/ 4/ : !y . �,nM► '"i t • 1 ' '• a .. 'Y� B� , �' • �fe-'. , , L } x,4,.. _t rat 10, , ,,. "` ro� " a��' _ - _� � •� � 1 ; _ _ w ' i'•�'. ' �� r i� .it ..�z;,��, g,. w` 5... fir' ��' ' ,S '� �•�.!y .M h�y�y�;� _ �.Z�•• x41-.1 • I '1 1: •i� ,t,•1 .� S .�'Y i �j�K�. f �k��,�� '..r;, ns',Ib ; t .• • . �� j �/12 , • ,it � t�'� 'q *" .i ,�. 5 ' .; ' .�« .. I ,�. w...-__� —�� ^ •�_..� �llr�{ie P''ilk-CT[ k ',,,��•►�� tP 1 '• r,,.. 1 Sj1 4f 1•i .n__ � ......., . _ .— 1 1 1 '�•t ♦ •I L fie" '. in Zf MAO- '}4�# Q, � 1-�•.«r _ �.•�..•..r.�• •,r��•w.,� 1I� �� ,r Imo. •YY,t, � •T� � •' .rrr� r.} •�*,�Y'�' . ... •, � t — ,. �` �• _ r....._.— •ram ��, . ay'*+• .../4 DL 61 '•I_f_.r---._72. 43 • r�.�+'��+" .•• .�� %'1.��[ .. Y._.yj ..._ •.• .,.. P tf L� n�,., www�•, ' l �_ 13:16 25 V2084650272 HANSEN-RICE. INC. JOQ3,'003 , 09/21/92, 13:07 1&801 723 2353 DARRY ARNOLD H NSEN-RICE 1I00 /00 ' PA JOB: BY; � DATE' ' ,; ® � r BUILDING SYSIEMS SUBJECT: '�_��,} '^i�'i"I mil-,y• ':.� 4$ ._..... .n .:♦—... .. .... . .: .«.. .. ... t. ..... � '�•,T� .'. i'�`�+ 't A f1 p �I/ 1 f 1-4 Ay : .� V R. • 777777 S t•4�7 J _s^ k n� � �Y'1�•/*— � '.5�,��`iz. x4 Gam-fmF7ZY cr�I. t np n n z 6 5 ("f •Yr f. �..R ��..,. / ., ;,..,. �. ..•...,-.,. : fROJrCTNfe h f SHFeT NO # r e " M E B CHECKED BY DATE P- 7111. ' I ! { i fir. ...�„ I { 1 { I k p,,{q .......... ......:. I _.:.. �._..�. , _....w.,._ .... _ ,...... ............,.... _., ..._.. . : .....:.:E l� 4 L t i P • r I 1 _ V P A 10 (� ! s: I r MADE BY B—CHECKED DAT E Y E � x ` R t D� . i # Al , / s A� r I ....., 4 L x , • . . �_- P. C./_... _�'__}., _ _ _ .. $ r t 7 . . 1 ,. ... �. •. i � M ors,� ��d 7 { a SHEET NO — i_ MADE BY—_ CHECKED ' I wc I i I ....E a a , } � 4 lwl •..s w .� "ji�' , 7 t f 111 I !♦♦ r� � i�'. j y¢{ f 1 dye, • } s _ : i } t ••v w4e � d f ! . ff JJ��11 V� : °""'r� ear ;t ..... .R 6`•,�w•,e+L d:`�M.�. "� Y f 3� rc ` " City of Twin Falls l/» Building Department 345 Second Avenue East Twin Falls, Idaho 83301 V^ (208) 736-2238 �w Plan review based on - the 1991 Uniform Building Code Project Number: 6356 Name: Wilson Bates Address : Poleline Rd Date : September 29, 1992 Contractor: Western Dev. Occupancy: B2 Architect : Jerrie Wolf Type of Const : III-N Engineer: Sprinkler System throughout building Plans Examiner: Plan Review Comity Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduc-ed from the Uniform Building Code ( 1991 edition) with permission of International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION RFQUIRED ============================================================================= 1 Provide a complete site plan showing all structures, dimensions, and public ways. -- Sec. 302. ( qu 2 ` Provide drains and overflow drains or scuppers. -- [ Y /1 Section 3207. ' 3 All sheets to ` be stamped and signed by an Architect or Engineer registered in this state. -- Sec. 302. (b) 4 x Glazing in a location is required to be �^.^-. -- -.. safety' ' material._ -- Sec. 5406. / 5 � Provide 4 exit (s) from this area. -- Table 33-A & U =c^ 3303^ `=' n U k~ ' 6 ' � Note : Manually operated edge or surface-mounted flush bolts are prohibited. -- Sec. 3304. (c) 7 Provide a com e foundation design for thisEbutilding . n the soils condition at this site. te:r29 8 Exits on 1st and 2nd floor do not meet code xt � -/~^ �/=~�� ° �� m � Fl�° *- 14'y`o. 7° 4,1a ^� ~,` �,'r�*`' ^v~a/ A7,�c,-� BUILDING PERMIT CITY OF TWIN FALLS BUILDING DEPARTMENT PERMIT NUMBER: 6356 PERMIT DATE: 12/15/92 PROJECT ADDRESS: 830 Poleline OWNER: Blue Lakes Investors CONTRACTOR: LeRoy Atwood-Western Dev ADDRESS: 702 Main Ave. N. ADDRESS: 912 Elgin Twin Falls, ID 83301 Caldwell, ID 83605 TELEPHONE: (000) 459-6349 PROJECT DESCRIPTION: New Retail Store CONSTRUCTION TYPE: III-N OCCUPANCY: B-2 ZONING: C-1 VALUATION: $2 , 642 , 328 . 00 PERMIT FEE: $6, 825.50 PLAN CHECK FEE: 4, 436. 58 INVESTIGATION FEE: . 00 I.R. E. S. FEE: . 00 OTHER FEES: 75. 00 SUBTOTAL: 0. 00 LESS FEE DEPOSIT: 2 , 560. 67 TOTAL FEES DUE: $8, 776.41 SPECIAL PROVISIONS: A) Attached Waste water disposal questionaire. B) All exit door assembleys & hardware must meet 1991 U.B.C. C) The following documents shall become a part of this permit. 1) Special Provisions for Concept 91 Phase II dated Nov. 19, 92 . 2) Building Dept. Special Provisions A-B-C-D. , dated Dec. 15, 92 . 3) List of Special Inspections on: Foundation, Concrete, Reinforcing, Concrete anchors, bolts, welding, Pre-Eng. Building system and masonry Signature IT IS UNDERSTOOD BY THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES. IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. SIGNATURE: DATE: i ' r3 y�Y GITV OR NI Wq bra' " ` 42�3 v am4 �t 3 rr �s .c.: €� ta" s �':t!/%45oA�� Sr: d�PPG/dA/G BUILDING INSPECTION 345 SECOND AVENUE EAST i + 1, PLAN ANALYSIS O - DEPARTMENT ...,4 - TWIN FALLS,ID.83301 g, _ ss eased an1911 Fnutonof uac. GaNGF�PT 91.. SHoPP/n/� GENrE� _ :o 6j 4u PHONE(208)736.2238 - (�� `'/1 �O �� yv Q s FSL Ut=L/iKi S'y PeC.�L N` oot Construction IfL-N SF'tZI N kI E 2 A O JobAddras YP t <F N FP ee o mPrt Numbe--Stones 2 _ SeRvlc� winetoaa 7 ',•8 r, Snow Load 30 P•S.F FIOOrAPoe Basement 1•IP. 7 .� NQV U v,�-'• Selamlc2on tat 2(<10 2.d 120 31d N a �J `�w ;�• ---� Foundation t3eadnOtryessure'2500 SF am is P 51n Av sm +L - J1G'`-`,'. .�JSPFCTIONS Total Allowable Floor Area Square Aut rn.u.SpartM., Yes X rl Feet Urt/G/M No Inspections are to be per the 1991 Uniform Building Code and are to be by an independent EtWItorinerease�U/Lb/ G�.�U/ p Fun 25 Partial •r - Addenda No. 1 testing lab approved prior to starting construction by the Building Department and the Gd/APPRar,E AO S wet 'A pry C, o. 1 architect. V r Emergency Llgbt Included W Nov. 10, Appliance Occupancy Classllleado,n�8�2- Wilson-Bates Occupant Loan, Exit Stgnsincluded lrJ 702 Main Ave. North Foundation: Soils engineer to inspect footing excavations and provide compaction tests as tJ Twin Falls, ID 83301 specified. Eledrlcat Plans included Yes X No Ul Yes X No G Concrete: Testing lab to take concrete cylinders as required,verify slump and strength. - �wmpuasa F5 S Pow /NG2c45P-' GON7"/N1 C This addenda becomes part of the contract documents and the Reinforcing: Building Department to verify all reinforcing is placed in accordance with S A D L %L1G Yesulting costs are to be included in contract price. approved plans.Building Department to check for required cover,size and L 5 .t.[nnN��n •N: An.To/N6o sUSC/G Item 1 sheet A-10, Hardware supplier to n bmitmanagement, compleement,te grade. /rin" rr^�- �-asS THAN �'-Orr /nrt cr/ioTr/ Au, 5/o@S hardware schedule for construction management, 6GTIo N 5aG L b� f.,?lF¢/ Clarification Concrete Anchors /99/ U$G architect, and City of Twin Falls' review. &Anchor Bolts: All field installation of concrete an &anchor bolts are to be in ads-see schedule sheet accordance with code.(Concrete anchors include drilled in anchors& ' n Sheet A-3, Note: column p epoxy anchors) 3Q3 /J )SS �L(_ �j�. 6LG�V Pam- W�" Item 2 A-19 _ Clarification G7L�- Pj��i�I�DOft)N - Detail 3/A-16 eliminate hat channels Welding: Provide special inspection during construction to inspect all field welding. 3ia /� �N Item 3 Sheet A-16, certification of welders.Contractor shall pay for rewelding and reinspection of - J l% Land Description at canopy, run roof decking across bar joists ` Change add 1" rigid insulation as required, with all welds not meeting specs.Inspector shall not structural engineer of welds flash, etc. as required. not meeting specs. r for membrane roofing, � Wilson Bate r_u S u�r Handicap parking as shown on.A-1 revision date Pre-Engineered fl - J / Item 4 11/10/92 Building System: -Engineer for Metal Building Supplier or his representative[o inspect u ,. Lot 3, Lot 8, and Lot 9, Block 1, "Concept 91 Phase II u Change finished building and provide a letter to the architect and Building Dept. 1 - - Subdivision" Except that portion of Lot 3 being described as certifying that the building as constructed meets both the contract follows: drawings and building code structural requirements. Letter to be N Commencing at the Southwest corner of said.Lot 3, Block 1, stamped and signed by the engineer that stamped Metal Building and being the REAL POINT OF BEGINNING. . Supplier drawings. s W Thence, North Ole 05' 29" East, 521 1 4feet, Masonry: Provide special inspection during construction including 2 sets of tests of N - along the West boundary of mortar,grout and prisms taken at approximately 114 of the wall length from said Lot 3. Thence, North 440 15. 20- East, 122.99 feet, each end. along the boundary of said Lot 3. Thence, South 45' 44' 40- East, 130.91 feet, alongg the boundary of said Lot 3. Thence, South Ole 00' 24- East, 515.27 feet, to the Northeast corner of Lot 4, Block 1, said subdivision. Thence, South 89° 15. 20- West, 198.59 feet, to the REAL POINT OF BEGINNING. Containing approximately 7--%9 acres. c�`5j a wy MEMORANDUM �0 NOVEMBER 19, 1992 0.0.BOX 1907 PAGE.2 9rF Of 321 SECOND AVENUE EAST Y TWIN FALLS,ID 83303.1907 JERRIE WOLFE & R�FRA.KQV6 4 -- - 4 PHONE 208/736-2273 A S SSOCIATES, f�_ /y F °a ARCHITECTS �, P`YEAV1tLG e Landscaping - Engineering Department 410 S.Orchard Suite 100 Experience with our local jur15d1Ct1ot1 indicates that an occupant .November 19, 1992 A - Letter from Blue Lakes Investors stating who is Boise, Idaho 83705 111�"'I responsible for the landscaping on the east side of 00 -1 !I load factor of 100 is common and acceptable practice f__ MEMORANDUM Concept responsible Phase II. A Certificate of Occupancy will not (208) 336-0900 11 " I 11 buildincE with our same intended use. As future change of use � . f be issued before the landscaping will be completed. 00 1 .and/or construction will require all applicable permits, we fee TO: Gary L. Young, City Engineer ' OCT f 3 1992 this is the natural time to implement additional egress provisions. LaMar Orton, Planning & Zoning Director B - Financial guarantees conforming to City Code Section 10- p 12-4.3 for the installation of landscaping as previously 1-=1i-=--- � Feel Cr=_e to contact our ocfice with any questions. We loot: Jim Turner FROM: V approved and shown as proposed park on the site plan, ------- forward to your decision. drawing 338-92 dated 9-25-92. �- SUBJECT: Special Provisions for Concept 91 Phase II Plan Review Committee October 7, 1992 Twin Falls Building Dept. Racpe t'ull7 submitted. 345 Ind Ave. East Storm Drain System A - The storm drain system will be in place before any paving - Twin Falls, Idaho 83301 will be started. - R.E.: Wilson-Bates Appliance Russall '+•' Coburn B - All required regulatory agency permits and off site G\WP51\JRT\C0NCEPT9I.N0V d1w - property agreements will be approved prior to the storm To whom It May concern: drain system will be considered in place. we are writingre to request_ a jurisdictional judgment from -lour vrsw�� C - No run-off will be allowed to 90 to the storm drain department. per U.H.C. section 3302 (a) 1, concerning an occupant system until storm drain system is operational. load factor increase from 30 square feet per person (category 27 Retail Sales) to 100 square feet per person (category 30: All D - No run-off will be allowed to Change the natural flow. Others.) This means any increase or decrease in flow, and An occupant load factor of 100 more closely reflects the intended ^ 1 directional of natural flow. use for our project. Customer volume will be far less than that E - Storm water will not be allowed to go onto adjacent of a typical retail store (e.g..Albertson's, K-Mart, or Target.; drain system is in place Merchandize items are large mass and closely grouped in warehouse properties prior to the storm fashion. and/or after it is in place. F - Should the storm drain system not be considered in place The building will house Wilson-Bates appliance, an owner occupied all storm drainage will be held in a retention pond. business with over 30 years of continuous operation in Twin Falls. For this reason, we anticipate no change in nse in ':he G - Master storm drain system must should be approved by the near future. However, our structural system and enclosure design City before considered in place. offer maximum flexibility in the remote chance of required hange. Future change will be facilitated by: Curb - Gutter I. vonbearing exterior walls of concrete block allowing - A - Letter from Blue Lakes investors stating who is future addition of egress doors. responsible for the curb/gutter and sidewalk on the east L side of Concept 91 Phase II. A Certificate of occupancy A second floor framing system of steel bar joists spaced will not be issued before the curb, gutter and sidewalk at +5'- 0" center to center readily accommodating stairs at unlimited locations. is installed. B - Financial guarantees conforming to city Code Section 10- 12-4.3 for the full estimated cost of 915 linear feet of sidewalk fronting Blue Lakes Boulevard North and Pole Line Road. 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D5 "� 6 BASE PLATE SIZE e TYPICAL ALL '` i = 1 2 = 1 X 16X X i6"16"X 16" "E" PATTERNS ••� I o , " 3 = 3/4" X 14" X 12" N I o ti 4 = 3/4" X 12" X 12" 5 = 1/2 X11" X11" •�6 E 6• �I N 6 = 1/2" X14" X14" IV t 2-0" 2' 0. 26'-0" 24'-0" 22'-O" 22'-0" 24'-0" 26'-0" to I 144'-0" - gg10NAL�N OF��O\BTfF 0 155-4 1 4" 4¢ Q Fa A BR�UILdING PERmi � ` 6727 NOT FOR FIELD USE of\o M. THIS DRAW9NG,AND ALL INFORMATION CONTAINED HEREIN,REMAINS THE PROPERTY OF GOLDEN EMPIRE MFG.ALL RIGHTS ARE EXPRESSLY RESERVED AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF GOLDEN EMPIRE MFG.THIS DRAWING SHALL BE RETURNED TO GOLDEN EMPIRE . J NOTE: 1)ALL ANCHOR BOLTS TO BE 3/4"4 A-325. N0 - REVISIONS' DATE' SHEETWILSON-BATES APPLIANCE STORE 2)ALLOW 2" PROJECTION ON ALL ANCHOR BOLTS, P. 0. BOX 832. ASSUMING R GROUT UNDER COLUMN BASE. 13RIGHAM CITY, UT 84302 `►n S 3)FINISH FLOOR IS ASSUMED TO BE ELEVATION 100'-0". �� IV '. TWIN FALLS, IDAHO. 4)COLUMN BASE ELEVATION IS 99'-0-. +'`' ^� (801)723-5000 - A✓ I ` Golden Empire Manufacturing Inc. WESTERN DEVELOPMENT INC. DRAWN BY CHECKED BY- ENGINEER DATE SCALE ANCHOR BOLT PLAN MDJ - w_µ. lo_I�r. 10-12-92 N.T.S. JOB NUMBER. 92265 i i , 1 r - Ir r I 1 /. -�— j 1 -1 ,/ + , 1 j, c l f I 1 t pp • f t , I i ! I' 1 , I I i I I i I o --- r -- --i M - u .. �',. - �i2G'r'+.jGf G,'^,r 71`I , "/ `En �, ei•� , � S \ I I — r G al— !. �„(.{,; U,/, s-� c' , —�- 1' u,•;.. �r—ry j ," !11 �t I 'r !i"--.�. J I fn � I I .. ) It` I I 01 t.) t , I . , DRAWN BY JOB NO DATE I I �. .. � JIv�tJ -.0-.., iJ :.. �. .�_.—.___.._ -.._ - �.� ��P ^✓� :, _ — _ :...._—. .—_ -._:___'�.__... _}.'� _,.... __ �;,_---_.�—. - I REVISION DATE - � %� • • Eli L SHEET NO. I. I v 7 1 : I :-r I P, — I '. � _, ... 1Ya',K' '6 r a,, Gam/ - z 'JG �_. - •..'. , .� i �.',y - I t ..Ij � , ,. _I 6 ---j - '.. ::. - .rn ✓ , � , .. 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REVISION DATE I _ 1— I - -- - I •,�.SHEET NO ,. r^ IF Utz pa: :y N,5i- - D�= �>R I EQUIPMENT SCHEDULE _ � r I II Qo. II Lo_ol c nIR coNDlnorardr.�ir?Roo,Tor {lr rr(oo,,rn n . -o. 1I "'� - CAR r• T DEGREES FOSA 95 DEGREESFOSA, --* CARRIER h0.48D020•COOLING CAPACITY.NO...INFL 18 TONS 222 MDH A G7 7000 CFt.7 AT 1.0"STATIC PRESSUREAT SEA LEVEL NATURAL GAS:2 STAGE,INPUT 115270 MBH,OUTPUT 216 M".BH. .I �P I�I♦'7 ' CAL DATA:208 VOLT 3 PHASE,60 HZ;M'P,XItJUM7 FUSE M AMMUM CIRCUIT AMPS 142.5 COMPRESSOR ELECTRICAL T (2)EACH 49.3:INDOOR FAN-5 HP;OUTDOOR FAN(2)EACH-7:7 A.MP-'UNITS SHALL BE AGA RATED AND ARI LISTED. ' psi FURNISH COtt PLETE WITH TI MEGUAR0;32 SERIES MOTOR MASTER HEAD PRESSURE CONTROL,HEATING/COOLING THERMOSTAT\:'ITN AUTO CHANGEOVER,ECONOMIZER CYCLE;ROOF E HE TERS.EOU;P ELECTRIC NENTT WEIGHT 2,750 LBS. 7 � ITION,OPTIONALDRIVE ASSEMBLY,SMOKE DETECTOR FOR UNIT SHUTDOWN AND CRANKCASE H - � ��,_ T FOR OPERATION AT ELEVATION WHERE INSTALLED.CFM;SHOWN IS AT LATTITUDE.EER 82. C �F^, p ADJUST - gv IOX10L+ � 1 Y -" 11 - . ST AST SOIJTii AND FRRST FLOOR N2ST) I rJ UST JGT Itc ie :. ,IR CONDITIONING UNITSIZ00�0J�-(sECOJdO FLOOR YJi.-_ _._�-_.-__ _ .e Y F to r E EXAA t' are _- E _____ _xf p_Y ' RRIER PJO.40DP016-COOLING CAPACITY:tJOM".INAL75 TONS,187 M".BH A7 67 DEGREES F OSA,95 DEGREES F - cr NL 5 I / ' 1 �F to .{ -� ..y .. 'e � CA TSE/1 LEVEL:NATURALGASi2STAGE.INPUT 115.5!231 MBH OUTPUT 183 ,. i� 1 4 3 - �- Imo' -�, -_`_--r_, ._ i �,z �'*-`x x�!'fp:�' -,OSA,G,000CFt.1 AT0.5 STATIC PRESSURE A ; ' S I50-A•MAXIMUM CIRCUIT ANIPS 103,- --- -' � - C RiBH.ELECTRICAL DATA.208 VOLT,3 PHASE,60 HZ,MAXIMUM FUSE ,. F'k JE-�sT v m C) '. cz 4 5 COMPRESSOR 6L6:INDOOR FAN 3 11P;OUTDOOR FAN(2)EACH•7.7 AMP.UNITS SHALL BE AGA RATED AND ARI - yy-q J 10 r10 Lb I /. i I ._. F; , 7F.'. �°±a ' UARD 32SE:RIES'MOTOR MASTER HEAD PRESSURE CONTROL, JJ Ili / - LISTED. FURNISH-COMPLETE:WITH TIMEG - { I I»Lr-tn ' L ,r',J, I -:CAI E'v,''G l L! ' CYCLE,ROOF CURB ELECTRIC IGNITION, - I':. :..j .71 •., r >- _LD_117_ * �...., O o -' HEATINGICOOLING THERMOSTAT WITH AUTO CHANGEOVER,ECOtJOMIZr_RC ` 2 c - f S EQUIPMENT ,.:y...- . -r.._ > ••< a i 4 �I OPTIONAL DRIVE ASSEMBLY,SMOKE DETECTOR FOR UNIT SHUTDOWN AND CRANKCASE HF_ATE, . O ELEVATION WHERE INSTALLED.CFM".SHOWN IS AT LATTITLIDE.EER g'r(' Pei ?' T - - WEIGHT 2,060 LBS.ADJUST FOR OPERATION AT iD�• 4I� �-� .J..-._�i' If",,10 v 0 r .. - . - 2oil�-- -! : N (-•IP'Y%FJ,�/6F j > � - IR CONDITONING llPJ17 OOF TO. ._RST_R,OOR sOtfiJ J I')'k'' 1 TO �7•-` F_ � � _ PACT AC - " COOLING CAPACITY:NOMINAL I2 TONE 149 t.".pH AT 67 DEGREESPO.,A,9�DEGR�ESFO.,A, ; /?-t•LE-`a f"--�' -` r' �m e CARRIER NO,48D074 COOL -*'-L'7---;" - - i c ., OUTPUT MBH. _ ., ) JZ r JZLb' C PR ESSURE AT LEVEL NATURAL GAS.2 STAGE,INPUT 115.51231 MPH, "( .x �--. '.5,000 CfM1 AT 0.6 STATIC • 'rx �. o� .'. L77 ' 60 HZ;61AXIMUM FUSE 125-A;MAXIM.UM CIRCUIT A,.L a 04.5 COI,1 RE.,.,OR ._..• "`^•�� CJ1-L�.. ''IFT(') --x --r•- / 1 ELECTRICAL DATA.20f.\OLT,3PHANE, t� - 7 MP.UNITS SHALL BE AGA RATED AND ARI LISTED•TURN..,H 49.3.INDOOR FAN:2 HP,OUTDOOR FAN(2)EACH 7. A -I' - 9� J I ,,.�L,1-- �j °'"OTOR MASTER HEAD'PRESSURE CONTROL;HEATING(COOLING Sc. -(�cJh^{�' ."''�' - COMPLETE WITH Tr.7EGUAPO, 32 SERIES t " I,F� - p z • '(y`usJlT T117.LJ poc Y.0..1f Z/3. -ROOF CURB'ELECTRIC IGNITION,OPTIONAL DRIVE � �- P i4' - "lL �----"-_ --_ � O ' THERMOSTAT WITH AUTO CHANGEOVER, 7- ECONOMIZER CYCLE,R 14 J _ -.- ---- " " SMOKE - I SHUTDOWN AND CRANKCASE HEATERS.EQUIPMENT WEIGHT 2,040 LBS. ... d �- .._-.T-_ ._._____ _ _ - -__.._. ��.'{�.� ASSEMBLY,.,G.OKE DETECTOR FOR UNIT SH � - 1 �. .. :rINSTALLED.CFM7 CHOWN IS AT LATTITUDE.EER 82- •' , Er" • ADJUST FOR OPERATION AT ELEVATION WHE.,C '.. --- y ryiiiit �,. I O n o :, Ind � - .��S r4. "i c� li [' -: -,a- -+-_. --'•-- .. >,Jr .Esmoo�s oorro. _, -,. .,_:_� ---d- � a$ .•.r- .,-.�- ..�- "r"""_........', ''`'. AJR BIER O.4CDG_U--_. O CAPACITY; ...._-� .S •r ®-•- ,L �" ' - -- 5TOt1SG2.8 MBH AT 670EGREESF E1V6,950EGRCEoFOSA, ,: »---•- - - -a-E'� � '�' !J _: '. . - " ` " 7 CARRIER N0.48DJ0006".COOLING CAPACITY.NOMINAL _ 'N TURALGASINPUT 115 MBH,OUT'PUT90.8 MBH:ELECTRICAL 1;'SO CFM AT 0.42 STATIC PRESSURE AT SEA LEVEL. A +•COM1'PRESSOR• DATA,2 08 VOLT 3PIiASE,60 HZ;MAXI. DUALELEM1IEMFUSE-35A:MINIM7UM CIRCUIT AMPS 28..., -' 7.6 AM1:P•INDOOR FAN•3,4 HP,4.4 AMP;OUTDOOR FAN-1»9 AMP.UNIT SHALL BE AGA LISTED AND ARI RATED. 1 . WITH UARD 92 SERIES MOTOR MIASTER HEAD PRESSURE CONTROL,ROOF.CURB, ---r- .. FURNISH COMPLETE WITH TIMEG I SMOKE - - NITSHUTDOWN AND CRANKCASE HEATERS.EOUIPM"ENT WEIGHT ELECTRIC IGNITION,OPERATION DETECTOR ELEVATIONS FOR U ¢+('' NS LLED.CFt.1 SHOWN IS AT ALTITUDE.SEEP.8.4,"EER B.S ' LBS.ADJUST FOR OPERATION AT ELEVATIONS WHERE I TA .. r G! SIDLlVdl:LJ_!!OUt ¢-- '-'" y. . F_ pEIIAUOT fAh-(SICY ll_.'R1.L _--____- --+'F� w- .. - , V 1 4 ,P.COMPLETE YlRIi MALL SLEEVE,V/ALL 1 2 :rENN BR[EZEN/AY TYPG G.ODEL P18T,2,BOO CFL7 AT 0.125 S.P.,110 / F' ,� eo SHUTTER,BACK GUARD.AND WEATHERSILCLD WITH FRONT GUARD. jf . • '.: F ROOF FAN _EST -MSj ,: � -�- E (R - :.. I,.-.. i f. - _ (TYT - .6"STATIC PRESSURE•1/4HP,120 VOLT,WITH RACKDRAFT DAMPER,BIRD SCREEN, - " ' � I\ - .- -- ,�.�. ,i 3�0 GYM ' -e FENtJ MODELAB10,720 CFt.7 AT AND ROOF CURB. : IB' ...! 1 "t,,•_i tI IZ'+�.4. - I 1 ...I 4 1 1 :DISCONNECT SWITCH , :: 4PLOYEES B11_AK ROOR: I. .ICd+." I. \q� F IN_IJMr FyFiAUST _- -___ TI) __. _- I j • -,1 T .5"STATIC PRESSURE;130 WATTS,120 VOLT,WITH EACKORAJT DAGiPER e PENN ZEPHYR E10DEL 7_•10,400 CFr A 0 � _' I I _ 1 ;;f AP BIRD SCREEN AND DISCONNECT SWITCH.WT."36 LES. " ) J r WALL C 8`4,- -+-` 1z''J- . . NFERE7JCE ROOt, : l I t2�' ��,....: r. v_.- ;.�, 'y.-. ---"- :, :r "•! , FF" CEILING EEXH-AUyT FAN1C0 �-_- 2 L. ,:. ..� I r.,, � - I. � � ,5 1. Fh7 AT 0.5"STATIC PRESSURE;105 WATTS,120 VOLT,WITH BACKDRAFT DAMPER,WALL CAP,DIRp � Cam' O :R10DEL 2 8,250 C -(- :-SCREEN AND DISCONNECT SWITCH.WT.22 LBS. zoA 1Z„-0� Wti� WALL DAtsPGRf(Y ucil] , �, , ._I .:_ 11 ^ L DAMPER. V,TO OPERATE WITH EF 1 Jk 2.OPPOSED BLADE,LOW LEAK, �_ R,xA cb $� F 1!- rENN BPD9 G10TORI2[D 24 X 24 WA L -'-'0.5%AT2,000FPM@4"S.PJ r _�„ ` 7nAL-I -•j•WI) 1fi ( _ (Tvfar2n) I 1 r"' Cn a rnoDlr rnr IATLi u^,� + I, 4 . cc -- 1 2 INDUSTRIAL 3 BLADE FAN,WHITE ENAMEL BLADES,110 V,FRACTIONAL HP, -.-N-_r-'d "� lig� � I +' I ,� Lu i{ z 1 -. "CIFCTRIC FAlJ CO L�F__Y� • F�,f 8.7 [�i ! d SCH-Tl'FE"A"36"LONG ELECTRIC CABINET UNIT HEATER.MODEL C304L,3 KW 10.240 BTUH,•305 GEM,, 20 k 0+ �i BRA ..I I - �.. Lu MAXIMUM TOTAL LINE AMPS,208 V.3 PHASE.WEIGHT -�- �°• .+; �'- -'' ,\ w g 4 '-. :, II TF:kU stTl044 IAJ JEl'ILAL"i, F f�,.j : a p ! UNITLiFJMO AMP,120 VOLT-GO H,FURNISH - I 7 .T041Jrt_t7itlTnLWGr... "Z r;s �' �' ... ,. :`.. c INPUT AND 81 M76,1 OUTPUT,1/4HP,5.7 AM P,. 2ti'•(" 1 512.E 1.5 oAowil(TYE� MODINEMOD.L BAE•iC0 MBH GAS I S Llur REGULATOR, . ' ) TO L".G!. - ("� F.-,. r f,L SHUT-OFF VALVEELECTRIC IGNITION,UNIT MOUNTED THEIR AND PILOT - 2Z _;:,,5 -__; ��, -- __�: -,-_ R� YJJM1nNu - �'1 0. Q 1 EQl11PMElJT WT.215 LDS, } J _ F -I:1E ICI r G� f_F. 4 6STFC�SC._ €3tk € ----__ -- ,a q'a { L �` :.� W p I '" _0-illIlAUSTANDP;TURN - EG CEILING 010JttTF _---- r DJUSTABLEOPPOSED BLADE W y FIR -- N FFlAtdES:REGISTERS TO BE FUR NISH_D WITH A FIG 1".X 1"R1"AWMttJUM'ORID SET 1 DAMPER,TITUS50F",KRUEGER SERIES"EG-1." �^7�qIi�1 1 IF -, Y, r fS" . FKL ® IL( CD CrltJ",G O�FFU F_ - _� : ,E ROTATED FOR PATTER J 1 111 Q n MORE REM!OVARLE CORES WHICH MAY F __. -.x.4'�. . - RECTARGULAR)-IDp$ING WITH FOUR OR M „. SERIES 1200 bR TITUS. : - - -O I' O •,CONTROL.WHITE ENAMEL FINISH.ADP M10DEL, MAC-S-006,KRUEGER - $ _j CON ' -- •r __.� __ _ •. - CA J: - SD - SiDE'LAI,1,DCEcv_R_SUPP VATHHOTER DJUSTABLE BACK BLADES. :to z90 C L1? i - - - UNITS WITH HORIZONTALADJUSTABLE FRONT BLADES,VCFlTICALA " 29J L._IA-(TYv or LT� .DOUBLE DEFLECTION BLADES TO BE INDIVIDUALLY ADJUSTABLE:TITUS"227R.S",KRUEGERSFRiES"AL•58G0-H-OBD. tEfW�Ef� L C�"O TES LEGEND - 1 ADJUST ALL FAN RPM TO DELIVER CFA7 VALUES SHOWN AT ELEVATION t I WHERE INSTALLED. SYrOL ACC"EVIATIO."1 DESCPIPTICN -- _. ,."" _ _ 2 -f COUIPM"•ENT SHALL COMPLY WITH ALL LOCAL AND STATE CODES. -.SA SJP%YAIR .. "-. .. R, - 3 ,GAS FIRED EQUIPMENT SHALL BE AGA APPROVED AND UL LISTED. '°; RAVyN y © rt REmn.1 rtl ICEti'ED I�10TES D �. CS OUTSIDE AIR , ) 4 �EQU,PG,ENT SHALL BEUL LISTED WHEN APPLICABLE EXHAUST A] JIB( 1�10 _ 36"X20"FRO!.i AC UNIT OR ROOF 6 ALL EOUIPt6EtJT SHALL CE ANCHORED TO THE BUILDING..TRUCTURC. : ACOUSTIC LINFp WCT � " " ., J TO ALL NATIONAL .. R[x1RLc10a - - � 2 3G X 24.FROld AC UNIT ON ROOF .. 6 ALL WIRING AND SWITCH GEAR SHALL CONFORM •--� ' r TI,q-OFF ^ - I DUCTS FROM AC UNIT ON ROOF. STATE,AND LOCAL CODES. :,'" REVISION J,-----• DRArLN :O 20 X 1?. SUPPLY AND RETURN Ain - f :" n� s' - 7 ,E ITEMS FURt1iSHED AND INSTALLED BY ELECTRICAL CONTRACTOR ELEw WITH - 4 VlALLCAP WITH BIRD SCREEN.SEAL WEATHER TIGHT AROUND WALL PENETRATION OF FLEXIBLE CM%!iTID.I - ... -,_._._.,__._ O .. ... J� .. -.. DUCTWORK: - _ : 0". ,ALL LINE AND LOW VOLTAGE WIRINGtJOT SPECIFICALLY SHOWN ON THE " E a �J // '--' ELECTRICAL DRAWINGS SHALL BE flY MECHANICAL CONTRACTOR. -7E^- NDD MOTOR OF b PR'E 5/h-l`k (1X 5 `. 12"X6 LOUVER WITH BIRD SCREEN AND MOTORIZED DAMPER.SEAL WEATHER TIGHT , 'nAa'.'zC VOLu'i[t�r'T,.-F p„r^ER a[K„,f �-o DUCTPENETRATION OFWALL.DAMPERTO OPEN WHEN TEMPERATURE IN MECHANICAL 9 ..'ALL DUCTDlMENSIONS SFIOWN SON PLANS.ARE NEJ FREE AREA,. i ROOM:RISES'ABOVE 100 DEGREES. CONTRACTOR TO PROVIDE AND INSTALL - INCREASE DUCT SIZE WHEN DUCT LINER IS USED.(FIRST 15'OFF AC CD CEILI,1+SU,PLY D.FfU.FR , ®v 2 f O „ - � : .ADJUSTABLE THERMOSTAT,RELAYS,ETD,FOR OPERATION AS NOTED. UNIT). SR SUIPLY REGISTER. �G9+•J .. : - SWITCH QiJ WALL TO CONTROL PADDLE FANS IN SKYLIGHT.SEE ELECTRICAL AND 10 ALL DUCTS SHALL BE SUPPORTED PER LATEST SMACNA PROVISIONS M" SHEET N0. i SLPCLY GP.I LLE ": .J RETURvREGISTEa - CONTROL SEQUENCE RJ SPECIFICATIONS - FOR SEISMIC SU^PORTS. R0. � 0.G CETUR!1 TRILLC - - 077 ER EXH.1US7 RECISI,, =1��TLODr: 1�JiClll�,� ' ILL 11�1�, 1�� : i EG - EX in.T CiIILE - - T-STAT il .' 11-STAr ALL SYMBOLS SHOWN MAY NOT APPEAR ON'DRAWING ELECTRICAL 'r[M CF. F IINAL CO','JEC710'I J II I. CONITR„C70 ev CLFC7PIICA 22P.V CONO'1IZER I E - I � I CIP.MT Dr.EAI,'ER FUSED DISCONNECT M.F. DISLDJ;'ECT GN ROD° ECO'JWIIZER HOOD L t I ii� ) � - 1 �� ,�_A� / 11 r. P, •'- 1 �.� } {t ,: � l _ P.00F J10'J'JTED Oil COUNTER 1 � � Pi2E-FAB CURIS .r - - }I u..l�! l •. r' - - FLf,SH I, u1 n _e onen xTlrrc dY* Irk "' -- F i I ROOF Cu ' CE //� f.,T, l // _r11 Ir .•, �� _ )I :/t,' CO.,CEfJSATE'CP.AIN �./ 0.V TIi',/CrZUI)S, I,. ACOUSTIC DUCT� I COr;';ECTIO!J I TH=P:NOSTA7 N0U!JTEO LIFIER (TYPICAL) I I I -JIFc1•i 0C14't �I'E5tnHORIZOPJiL A S' II x 69^ U RETURN 0 x69 SUPPLY C J„, 2 t Y CRI f Tf LJ I�..� �iiC}.Att^ ,�,_. � rr - 1 r { r- 4 AC TITRU P,C PC SIMILAR _ __- C ` } r f(, � I�\ u i / FACT. CRAFT - F 1 1 .. -—r� - I RLVECJTLP. T h.- � 1 { ::I I 6" D'=,TI.T. —_, D A. Plrt , j,I--�.)�. I' I FLUE PIPE UP"- SJIPI'T FCOCS / -T 1 1-� + TN-U P.00". �//,7 1 Iz a-- I�I�r- —.FI A": IP:G R..: DI A.7I, 3/1.1-? �`-� _ �, r - J -- T - S . TRUSS r El J SHEATHING ROC'G.v I t 't l _; :.� !C-. , j,, {;�_.., __,-_. ,' --s it _ /n-� r \i `:al I �}, •t G: � ... COUPLE MALL <h, C ! x%� I r'x �.F ,�: L 7 1 _ I � 2"t.11N:CLEAR ° ��-� f'==-ti :, I � C{ 1 -._...} ( �� ->; (� �>,' •mot ` ""OSTAT. "fir •� 7.•1..: '.— r, I j _ _ �r. ..r,'�F .i) LI. -.J I I CONNECTION MOUNT ON SIDC CEILING jlfI� \-- .ESCUTCHEONS OF HEATEP. �'::. -� �\ �,--; l � \��i, A'�, "It•'� Y ,! fwl' �� P JA Lu fn F"1 - T - �a� FLUE THRU ROOF DETAIL ��tN�'eNr_�sr r� fr��F -- _ t t NO SCALE ' `_�•/STRIA � �� . - -C.XHAUST F'"I Pl-Cr 1 C .=:FFTI"'"1 lll, LI.rS.T(.r,.TJ^S: D'JCT';Of.!.TO t'L.,, T,R.OUC'i r.00 TO AC U'7 T.,CO"::':.CT-WITH L!t!.S!<.,C 4S CCCIC I ... _.. -. A":G40R FAN TO CURL' CLti P,`!D tiLTl,r:f.fP,C",F „t....,', .L�\'F Tf UIRO SCFEEN \�.. :.. U ,r!., TrC :T LFG. I I ( rrn Cf.NO FU)Ol 11 .T100 !Sq{ ! 121,.i / / _ ..-^'' FIETUR!!DUC7;„D.,Or TCI^O1Gta tC:F1.C...,AC.?f: ..T Rom•.TT:D,."t V.'ALI.70 CEI�L.O ��. �) G RCGUU`.TO^.(l.PSI TO O.rr'j.VELJT 70 COMM OF LUILD'"G. _ .._.. ,1 FRc-rA6 CURB OF rir1ST FLOOR.SET DR,at.,t. F:-I r^z CO!J INO TION. V., I%"INSULATION J G 5'a"(tA�rIP.Ct,'Cr TH!l Ot1G!i COOL TO P.CU"IT.CO`d•'.rCT 1"I THLI!:_.IZGGASCOCK t.?OTOf hED OF t PCP:. MOUNTED IN WA ILL.O S'CYl ICH7 CU ..TO OPEN L°.i 'CF-1 T.!:D 6"DI^T EEO. ', �HitJG UP FCOFINP. AND 2 A11E ACTIVATED SEAL WAI.I. fill TRr,TIC 1 WEATHER TIGHT.',1MIRENCE UNOE, FAN BASE r i _'� SFECIFICATIOHC FO^CONTROL SECUEHCE. /.)•5yi f _ O .1'FLY r ND I CCUR f!'l CPC?PROt.1 AC UNIT OUTLET f r0 P TRF J !T!C'J _ -.-----.-J - A,,TO. Y.'2r i)ND C•OP,{-.,OUCH 2ND FLOOR AG!INST CO:.U":'f.TO CI,;ST FLCOc I----* EXHA1!ST rAN MOUNTED IN WALL O SKYLICHT CUR!'.. PRO lil" V,'ALL C-'F, ��—_I - COI LINO.SEE Drat•L..0 t�•1 FOR CONTINUATION.. `lJ C,'EATHER GUARD AND CCPE CPO AS -CHEDULI D. COAL 1".EaTHCR TIOT. Crr SPEC!FICATttPNo FO'1 CONTROI «OUEt.,E. '_- _ Sll??L f D r Cil 1 .If G 0°FPU.1 Lr UtJIT OUTLET t OL'E.TRA J YID.J o rmST DUCT TRANSITION FROr:.- J -t 71 70"X 8"EXHAUST FROM D[LO:"J A^JD.72"Y,t.°."UP T)CF?ON ROOF. t'R DUCT TO >:20 N D D C T F ,OUcH 2t:�0 FLOOR AGPINST COL U�..t{70 CINS7 . DUCT i GRILLE SIZE FLOOR COIL.C h-t PON CONTINUATION. TO CAMPER.SIZE �ACKORAFT DAMPER �:° S CC?E C-�_G'!?E? I✓I� C�!I .i�� i L.1 .1_ r,L 1,1 ROOF EXHAUST FAN DETAIL � r � 3611_11d ��i-pI '3ro�-o{' _ �icl-��I - ._. h��.pli 4 o il '} !14 CPF E G 411 �I ad I-ol I c-• - -1 c.c ro o v� _.. .. _ � — r ,I,a IG FU 4"DOWN lu O2 2 FRO.I ABOVE 3 2 DOWN AND 2"FROMACOL'E lob 3i .11 d""' I `.,Ib��1�61�ter✓ F.Jr 2"DOWN AND 1.1/2"FROM ADOV[ _ O 1.1/2"DOWN AND 1.1122"FROV ABOVE: O6 314"HOT TO PELO17 � + I'I COLD TO DELOW' O6 - 4"FROM ABOVE ✓kr 5�! .,. ._ .......... 9 1-i/2"FROM ADCVE Uk��ANf>FZ�jl="ILG _ rTj-r`;) . 1� r jGAS mETER AND SERVICC DY INTERVOUN AIN CAS.GAS E..RV]CE TOR r C I r,AI SE �� { _ _ 1.112"MAM TO JUST.EELOLV CEILING AND DISTMDUTETO 1ST FLOOR.rOUIrt J1T AS - HOY:N.CONTINUE 1.1/2 RIC[T0240 FLOOR CEILING AND D�TP.IBUTE TO ROOF TOP VTR \ -" - _ UNITS,WITH VENTED REGULATORS AS SHGLC't1 ON t.!4 ifECHAN'CAL PU."7. - I `/l% W17YER LINE 5 S He WN GFF'L"Y 2 j \�' /'�(� (} rt� FOR G1,rj RITY e07-H rta•.h'.�i - J try; ' 11 1.1/2"DOMESTIC VIATER RISER rROt.'.DELOV/GRADE.PROVIDE VAIN SHUT-OFF VALVE VTR Zr ? � 1�''`FL UL/. •F L U M B'I V G \ / 1 � ' — Il R1,e YO Uf rE'F F[nnR f=12 O I — .t O HORIZONTALLY AT 3'O'AF.OL'C.FltllS`1r_D I - (a.I (k: D E'ACKFLO'b'PREVELITOR P•72 MOUNTED HOR , i AL-E % l O II AN C " FLOOR LEVEL.RISE TO CEILING AND RUN TO r ESTROOLI AREA AS SHO VN. 1�Z" 2 �L Z I �• 5 \ a - M R!k sNUY OFF V4L vE \_?•, 12 3W4"GAS FEED TO WATER HEATER.PROVIDE GAS COCK AND 6"DIRT LEG PIT L'.'ATER / E-f HEATER. I z 73 1"GAS FEED TO UNIT HEATER.PROVICE GAS COCK AND 6"DIRT LEG. 2,'.� �'• I fz, 4. J - _ uu 121 (A) �' f a. �_- 1 � I Lu P-e I z v 3 rl•I I I r' !�:__!ti`* I�,� ;�J_ I i� i; ' w CIA p_2 �` a' I I INA OROM WA7FR e4 N£RT£Fi IIELOw I — y_ L v ro r✓RTeR =o HESTcr RELOW /IZ.• i I ,I" .. I! I� IY I \ ✓1�' 1 „tt 2�� P�� 1�2 G4 F,'u, — r 1 P9 C3 2" ' FLDDF FLUNiMNIG- .o D II lo. z -- 2„ SCALE METRIC 2 so NTS \� 2 L3 - 4 I CLEAN-UT AND ACCESS BRASS CLEANOUT _UG W/ �/°�° p �+ COVEk TOP OF COVER COUNTER SUNK HEh... FIXTURE URE SCHEDULE TO BE .BUSH W/TOP OF FLOOR LINE FLOOR• FINISHED GRADE NS • ;. CONNECTIO 7AL11C,E r SYMBOL DESCRIPTION MANUFACTURER TRIM&DETAIL NOTES or- 16"SQUARE CONC PAD"' '' TROWEL SMOOTH AND EDGE. &CATALOG# REFERENCE H.W. C.W. W. V.1/8 C.I BEND— OF PIPING i/e C.1.$END. U - P-1 TOILET CRANE GALAXY BEMIS 500 D 3/4' 3" 2" FLOOR MOUNTED CLEANOUT._ ��((S'FL E FLUSH TANK LL po TO GRADE. ` P-2 HANDICAPPED CRANE 3-154 BEMIS 1955 3/4" 3" 2" FLOOR MOUNTED r r C.I.WASTE LINE.LENGTH O FLUSH TANK ` N N FLOOR CLEANOUT IFCO) TO SUIT. NOT WATER-- —COLD WATER:SUPPLY wA7ERroaeT C W Iup CLEANOUT NOT TO BE LOCATED IN DRAFT DIVERTER • F W In I , c--WASTE LINE. R-+: P-$T RELIEF VALVE. p-3 HANDICAPPED, CRANE GALLERY NIBCO 404 1/2" 1/2" 2" 1-1/2" INSULATE P-TRAP&HOT WATER CARPETED AREA. DIELECTRIC UNION- BTU/HR CAPACITY... O LAVATORY 1-319 GRID DRAIN LINE,17"x20"BOWL SIZE. Q_ W'fl pMpO 1/B BEND IF CLEANOUT (TYPICAL) W CCURS'AT END OF LINE. ( T ' COTG BRACE LINE TO WALL P,=4 URINAL CRANE SLOAN 3/4" 2 2" FLUSH VALVE 0 _ �m� ' CLEANOUT TO GRADE ( ) C o�"' DRAIN VALVE W/THREADED ' P-5 FLOOR DRAIN SIOUX CHIEF 2" 2° TRAP PRIMER IN REST ROOMS M y . .,ro O HOSE CONNECTION #820-24 W Ncc o D E T -A -I L -S` _ r1�2° P-6 SERVICE SINK FIAT MSB-2424 830-AP 314 3/a" 2" 1/2" FLOOR MOUNT CORNER • 7 Q a v m NO SCALE P-7 KITCHEN SINK DAYTON KJ-23322 NIBCO#FA 220 1/2" 1/2" 2" 1-1(2` STAINLESS STEEL;2-COMPARTMENT - P-e DRINKING ELKAY EBFS-8-B WALL MOUNT 1/2" '2" 1-1/2" SINGLE-BARRIER FREE,.3.3 AMPS, .- ! FUNNEL- FOUNTAIN 110 V,8.1 GPH j CONCRETE FLOOR GRA FLOOR DRAIN p_9 DRINKING ELKAY ERHP2-8 FULLY RECESSED 1/2" 2" 1-1/2" HI-LOW-BARRIER FREE,4.7 AMPS,110 • •r t I POUNTAIN - V.7.8 GPH GAS SUPPLY / P-10 WATER HEATER STATE 510 E ASME P&T&R 3/4" 3/4• NAT.GAS . • UNION CUT OUT CENTER 50 GAL 57.5 BTU41 • gOroQ;°0 EO t7oQo�� P-11 WALLHYDRANT NIBCO#90 3W • PIPE INSULATION ' =I- ' • '•�!- ��l (HOT WATER ONLY). ;. GAS COCK ' � ' RUN DISCHARGE LINE TO FLOOR DRAIN. NON-FREEZE • - IIIIG (SAME SIZE AS VALVE DISCHARGE)- 1-1/2' TO MEET LOCAL CODES P-12 BACK-FLOW WATTS OR �AND �`: 11.�._ _COMPACTED.OIRT FILL. r DISCHARGE INTO TOP OF FUNNEL DRAIN: O pREVENTOR FEBSCO •� 3"MIN.ALL AROUND) - ' HOT OR COLD PLASTIC OR TILE CONDUIT: - - WATER PIPING - ` j " 2 TYP" UNDERFLOOR WATER PIPE DETAIL . HOT WATER HEATER DETAIL ._. .. .. NO SCALE + NO SCALE.. �_ r, -� 6 WATER CALCULATIONS v �E G N� AVAILABLE PRESSURE 60 PSI 1 AneaEv0iAT M E A N I r.c_ 5 GAS CALL BACKFLOW PREVENTER 10 PSI PSI — SOIL OR WASTE PRESS.LOSS ACROSS METER V.) _ STATIC PRESS.LOSS(ELEV.) VENT 13'-0"x .43= .6'PSI _ - - -- Actual distance't0 MIN.PRESS.AT LAST FIXTURE •10 PSI - _ COLD WATER last unit 330 FT. PERMITTED AVAIL.PIPING --- HOT WATER - PRESS.LOSS 30 PSI Fittings 100 FT. Q -RW--- RAINWATER f W -- Total Equivalent 430 FT. DISTANCE TO LAST FIXTURE 175 FT �cc I].i __..G--- GAS Distance EQUIVALENT DISTANCE-FITTINGS 90 FT °Z ' C.O. CLEANCUT - TOTAL EQUIVALENT DISTANCE• 265 FT - _j EQUIPMENT MBH fA Q.C.O. FLOQR CLEANOUT I W AC-1 270 .ALLOWABLE PRESSURE=30 x 100=11.3 PSI U -1 WCo• WALL CL!`-ANCUT AC"2 THRU AC-6 @ 231 1,155 AC-7 115 LOSS PER 100 FT. 265 EO FT T 0 COTS. CLEANOUT 70 GRADE ��Z a CL _ P-10 58 V - VENT- UH-1 100 Fixture Quan. F.U. Total J Cjf UH-2 100 Device F.U. CL CL N' V.T.R. VENT THRU ROOF i CL W 'J FIRC EXTINGUISHER Lavatory - 8 2 16 �f F.E. TOTAL - 1.796 MBH Water Closets 10 5 50 -. Q .V J Q (WALL rAOU NTE D). —'- EEC. fIPE EXTING LL UISHER.CABINET Hose bibb9 1 5 5 j Z @ 2 PSI GAS PRESSURE 1-1/2•MAIN Kitchen Sink 1 4 4 LLJ 0Servic 0] i per- DRAIN LINE - Urinals Sink. 2 5 10 I� V W z PRESSURE REDUCING VALVE - Drinking Fountain 2 2 4. `a _ BALL VALVE - TOTAL F.U. 9_3 _--•a�jl�J_,. UNION Water Required 43 GPM 0 W TEMP.PRESS.RELIEF VALVC �_ _I Meter Size 1.1/2" --'V=— GAGE COCK - —� Supply Main Size 1-1/2" - m '• 7 GENERAL NOTES ( - DRAWN BY 1. VENT TERMINATIONS:WHERE FROST OR SNOW CLOSURE IS LIKELY TO OCCUR,EA VENT EXTENSION THROUGH A ROOF SHALL BE AT LEAST THREE (3)INCHES IN JOB NO, DIAMETER.THE CHANGE IN DIAMETER SHALL REMADE INSIDE THE BUILDING AT LEAST ONE(1)FOOT BELOW THE ROOF&TERMINATE NOT LESS THAN TEN(10)INCHES ABOVE DATE I D 2 2 THE ROOF,OR AS REO'D BY THE ADMINISTRATIVE AUTHORITY. 2. SEAL BETWEEN WALLS&PLUMBING FIXTURES PER REQUIREMENTS OF THE HEALTH REVISION DATE DISTRICT. 3. SLOPE ALL SEWERS 1/4"PER FOOT WHEN POSSIBLE.NO LINES SHALL BE INSTALLED LESS THAN 1/8"PER FOOT. SHEET NO. P-2 p - 15A GENERAL WATERPROOFING - `. e. Flashing Connections: Piping: - - - - - F 'Flesh openings In root for vent pipes with 4lb.lead flashing.Provide 15"stack. This contract is to Include all labor,materials,services,systems and utilities as ° Make absolutely watertight,any opening through waterproofed construction caused Extend base 8"on all sides of stack. Provide counterflashing sleeve and 6" - All domestic hot and cold water lines shall be Insulated - -" required for a compmeta and usable Plumbing system. b - I d with 1/2 Inch • • M q 9 y y penetration of work and In a manner approved by the Owner.. nipple. Make flashing watertight at root. thick preformed fiberglass Insulation with a vapor barrier jacket. Laps - - f D W e and but Joints shall be sealed with pressure sensitive joint sealing tape ` - f. Domestic Hot end Cold Water: of the same finish as the Insulation jacket to provide a continuous vapor INTENT OF DRAWINGS EXCAVATION AND BACKFILL Piping Inside building above slab shall be ASTM B88,Type"L",hard drawn s.al..Valves,unions,and flexible connectors shall not be Insulated - copper.Fittings shall be ANSI/ASME 816.23 cast brass,or ANSI/ASME 816.29 a. Diagrammatic Indications on drawings are approximate, and subject to Excavate trenches required for underground piping to proper elevation end grade. wrought copper.Joints shall be ANSI/ASTM 832 solder,Grade 95 TA. - rearrangement for proper installation.Certain runs of conduit and piping are Provide trenches with solid bottoms to allow support of piping along entire length with - u 15C HEATING AND COOLING shown distorted to avoid confusion. excavation at bells as required for jointing and Inspection. Provide repairing of Piping underground below floor slab,smaller than 4 Inches shall be ASTM B88, finished surfaces,and all required shoring,bracing,pumping,and protection for Type•K",hard drawn copper. Fittings shell be ANSI/ASME 878.29 wrought The Contractor shall(stall a complete heating and coolingsystem as b.: Determine exactlocations as re uiredfor ro er installation in availables ace. d • V 9 P P p safety of persons and property.Observe all Local or State Safety Codes.Verity that copper.Joints shaft be ANSI/ASTM 832. shown bn the plans consisting of rooftop units,exhaust tans,ductwork, Avoid Interference with architectural and structural features and work of other elevations of existing utilities will allow for proper grading or piping connecting to 'register.,grilles,diffusers,and accessories required for complete and to trades,preserving head room and keeping openings and passageways clear. existing utilities. 9• Gas piping: satisfactory operation. • - -Any work Installed to the contrary,In the opinion of Owner shall be relocated. Pipe and fittings to be carbon Steel butt welded,ASTM 120,Schedule 40 black W , holding Owner free of any additional expenses. Mechanically compact all back/ill to 95 percent compaction,or as approved. -- welded steel pipe with standard weight malleable Iron screwed or ASTM A 234• • - - 77A welded forged steel fittings. Valves to be 125 psi bronze square head DUCTWORK J O w O ( cock,Crane 250 or equal. ACCESSIBILITY&SAFETY ELECTRICAL - - .. be - :i - r Low pressure ductwork shall be fabricated from galvanized steel, • 9 Pipe Installed things airand plenums,In r pipe pipes a screwed and larger shall - unless otherwise Indicated. Construction requirements and gauges O ism, r-3 10 Electric motors required forequipmentMotor specified in this section shall be provided and .Accessibility- - t have welded fittings end Joints. Other pipe may have screwed or welded shall be in accordance with the latest edition of SMACNA of Duct and ss� - V W O installed he this Subcontractor.Motor starters,disconnects;relays,Pilot lights,etc.; fittings. I .. anises otherwise noted are to be furnished and Installed b the Electrlcal,Contractor. g Sheet Metal Construction.All round ductwork to be of a spiral' Y All equipment which must be serviced or operated,shall be located In accessible ! design. Starters,relays,controls,etc.,which are factory assembled into packaged equipment position. Minor changesfrom the drawings may be made to.allow for better h. Joints:Make Joints between cast iron piping and fittings with"no-hub"stainlesa g p "• ��♦♦ � R p CD shall be furnished by the Mechanical Contractor under this section of the accesslbili All than es shall ba a roved rlor to actual installation. steel dam sand neo Tana eskers.Co • • V L Cr) ty g pp p p p g Copper Joints to be sweated with 9515 or s� Ja O i specifications. - - 96/4 tin,antimony solder..Make screw/Joints In steel waste and vent pipe with •• M O = R 9 i - Y 1 p p AIR DIFFUSION PRODUCTS fi � Access panels shall be provided it required for accessibility. Subcontractor shall �approved pipe paste and with not more than three threads exposed at finish. - M/w O a M All motors shall be.provided with adequate starting and protective equipment as furnish the required panels to the General Contractor and the required location for all -See drawing schedule for all supply,return and exhaust registers, N specified or required. Motor capacity shall be sufficient to operate driven device :access panels. Panels shall be Installed b the General Contractor. I. - Hangers and Supports:Pipe hangers shall be provided to adequately support PP 8 9 W,w Cn y^ P Y 9 PP P 9 p q y pp grilles,diffusers,and louvers. Manufacturer to be Titus,Krueger,l or •• 00 under all condmtmona of operation and load without overload. Minimum horsepower - all piping systems.Hangers shall be vertically adjustable to provide for proper Tuttle and Bailey,Hart and Cooley. •• r,p N shall be as specified. , Safety - pitch and drainage..Hangers shall allow for expansion and contraction of the ' Q Q C m ' piping system. - Subcontractor shall provide guards for all belt drives and rotating machinery. No .TURNING VANES SUPERVISION - water piping shall run Immediately over or within a 3-foot plan view clearance of any Horizontal piping shall be supported with adjustable swivel-ring,split-ring,or r 7 electrical panel or motor started Where piping must be located within these zones, , Bevis-type hangers, i l Figure or 260.Furnish protection shields and Furnish and Install air loll turning vanes In all miter elbows and • `contractor shall have In charge of the work at 011 times a thoroughly competent: install piping Inside a conduit to prevent water access to electrical equipment. oversized hangers undnderr all Insulated piping. elsewhere as shown on the drawings. {. foreman.The Mechanical Contractor shall coordinate all work between all trades and - r MAINTENANCE AND OPERATIONAL MANUALS „ Vertical piping shallbe supported with Grinnell Figure 261. • .._. _.... ;,, Horizontal piping hanger support rods shall attach to concrete with Grinnell FIRE DAMPERS - provide one set of manuals to the Owner at the completion of work.Manuals to be Figure 285 or 2e2 concrete Inserts,to wooden ceilings with Grinnell Figure 163 ., - - L A bound and Include maintenance,warranty.and operating Instructions for furnaces, pipe hanger flange,and to steel beams with Grinnell Figure 87 or 229 beam - - 9 ProWde Tire dampers at penetrations o}Ore rated walls,as indicated on ,� mitt eHtALB Anti w4RKMAnsHa' "- ty ` clamps. : drawings or otherwise required by Iota(codes and state fire authorities. I - condensing units,controls,exhaust fans,and water heater: Include air balance ':Fire tla e a. Materials to benow and In perfect condition.Material for similar use.to be o1 report with manual. - �•-- - --- - - - _ `„ mp r Installation shall conform to details shown In SMACNA Fire ' she same type and manufacture. - Hanger rod sizing and spacing for steel pipe shall be as follows: Damer ha ePaccesls panelde andaforemaiinte antred by e and Inspection. spection.es. Each rLocate access - • • '•• - E b.' .Work shall be performed by personnel skilled in the particular trade,and GUARANTEE - .: - :panels not more than 6"from fire damper they serve:Construct dampers •1- Pipe Size Minimum Maximum to conform to UL and NFPA requirements and bear UL label. Dampers •••, "`pursued so as to present a neat and finished appearance. - l Rod Diameter Spacing The contractor shall guarantee the satisfactory operation shall all.materiels and P 9 shall be approved by State Fire Authorities where so required.Leave 2 c. furnish equipment that will operated under all conditions of load without any .. _ :equipment furnished and Installed under the contract and shall repair or replace to fusible links for each rating type used on project with building Engineer. sound or vibration which Is objectionable In the opinion of the Architect: the satisfaction of the Owner,and defective material,equipment,or workmanship To l'1/4lnches 3/8 Inch 8 feet - ` Vibration or noise considered objectionable will be corrected by the which may show Itself within one year from the date of final acceptance. To 2 Inches - - 3/8 Inch 10 feet EQUIPMENT - - ` To 3 Inches 1/21nch 12 feet Subcontractor at his expense. : Equipment shall be provided as scheduled on drawings and installed per d. `Furnish and Install all necessary foundations,supports,pads,bases,and piers COORDINATION AND SCHEDULE OF WORK Hanger rod sizing for copper pipe shall be the same as for steel pipe. Spacing manufacturer's recommendations.Substitutions are to be of equal - f . required for all materials and equipment furnished under this contract shall 2 feet less per size than steel pipe,with t inch and smaller supported every 61eet. ,quality to those specified and approved by Engineer prior to bidding. The contractor shall coordinate all work with the Owner,and other trades working. - Approved manufacturers Include Lennox,Carrier,Trans,Rudd,Day& Hanger rod sizing for cast Iron pipe shall be same as for steel pipe. Hangers - Night,and Payne. ! PROTECTION. -to be located at each hub and change of direction. - _ )5B PLUMBING Hanger rod sizing for plastic pipe shall be same as for steel pipe, with spacing as - AIR DUCTS a Protect all materials and equipment from damage. Provide adequate and - _ proper storage facllitles. Replace all damaged or detective work or material 'Required:All plant,labor,equipment,appliances,materials,transportation,facilities, recommended by the manufacturer for the flow temperature in the pipe. prior to timing application for final acceptance.Plug and cap all piping during and services necessary for and/or reasonably incidental to the completion of all The first fifteen feet off roof-top units of all supply,fresh,or return air ducts,shall be Installation and keep free from debris and other contamination. ;plumbing work,In conformity with the drawings,the specifications,and the other - Insulated on the Interior with 1"thick 1.5 It,density Johns Manville Linacoustic"A" contract documents,including,but not necessarily limited to the following: - CLEANING SYSTEM duct liner.Liner shall have maximum air friction correction factor of 1.10 at 1000 FPM 1 velocity,minimum NRC of 55 liner and a composite fire and smoke hazard rating as b. Adequately protect workmen and the public from harm conforming to all State 1. Domestic Cold Water.. r Thoroughly clean all equipment,.piping and all other material controlled this tested by ASTM E-84,NFPA 255 and UL 723 not to exceed a flames read of 25 and and Federal regulations.. p - - 2. .Domestic Hot Water. '-contract tree from rust,scale,and other dirt before any painting or covering Is done, smoke development of 50. Liner shall he Installed in accordance with Duct Liner - 3. Drainage&Venting System with Proper Connections to ail Drains and or the system put In operation.: ,. Application Standard SMACNA. CODES,PERMITS,and FEES: equipment. - - 4. Natural Gas. - Install all work In accordance with applicable codes and standards. Obtain all TESTS r i - LSD CONTROLS :-required permits,pay all required fees Including utility connections or extensions In ,PIPING - connection with this portion of the oenstruction. Obtain all required certificates of : a. Piping systems shall be subjected to the following tests and no piping shall be Scope; - Run main soli pipe and branches to all fixtures.-Size piping as shown. Run piping covered or concealed until It has been so tested,Inspected,and approved by "- .inspection for the work. directly and concealed from view,unless otherwise shown.Grade horizontal runs l/4 'the Architect and any local inspector having jurisdiction.Water piping shell be Provide all labor, material equipment, di the foot minimum. Provide sufficient,unl sdrains to draw water from entire domestic - hydrostatically tested At 50 psi In excess of maximum working pressures.100 eknot necatlon, and other Incidentals necessary complete the described, not necessarily{imrtetl to the following: -L1! n: water system and sections thereof where shutoffs are shown. Furnish and Install psi minimum. Plumbing waste and drain piping shelf be tested by Oiling wlih cc complete hot and/or cold water service to all fixtures as shown on drawings.:Run .water to the top:ot a 10-foot riser and left scantling for 24 hours without 1. Air balancing LU -SUBMITTALS lines parallel to each other and parallel with the lines of the building. Cut pipes appreciable drop In water level. •; 2. Roof-top Units 0 accurately to required measurements and work Into place without springing orforcfng. 3. Exhaust fans. Z' _ a. .All materials and equipment shall be new and shall conform tospecitleetlona. Provide for expansion and contraction of piping. Paint exposed threads on 4. Dampers - (n J , underground piping with one coat asphaltum varnish. b. When so directed by the Architect'andfor Engineer;Contractor shall conduct ;:.b. Submit to the Engineer for approval within 15 days after date of contract,five .....,-„-. _ - an operating test on any piece of equipment to demonstrate Its capacity and/or Jj,j W (5)complete lists of materials,fixtures,and equipment with names and - -:- operating characteristics. The Electrical Contractor shall furnish and Install all control conduit and W --1 '.addresses of manufacturers,catalog numbers,and trade names. Submittals ': wiring apecalCo y'ehownhon-the electrical drawings.- The Control r. 0 Q shall be organized In the same order of(and Include reference to page and MATERIALS AND INSTALLATION - - 1 Contractor shall install all control conduit and wiring not specifically Z - 'paragraph numbers)of the specifications and be bound In sets,all sets ...FIXTURE INSTALLATION. c :,,_ =shown on the electrical drawings All wiring shall be Installed In EMT ` '.Q � (L -� conduit.In accordance with the',Electrical section.. Provide plastic � Identical. � a. Sanitary Sewer. - _ he Piping and fittings shall be cast iron CISPI,30i,hubiess,service weight,with _ stainless steel clam a.. .Provide exact fixture locations including Proper mou in a covered conduiteach co of not less Corot voltage with o least one spare - J C. Any stem disapproved by the Engineer,and aIn theiropinion,as not n be made. to cast Iron fittings.Joints sperm be neoprene gaskets ands p• , g mounting heights,obtained :., circuit at each control device.Control volts a spa IL CL W •- the specifications to be deleted end a suitable equal substitution be made. -.and-shield assemblies.If permitted by code,schedule 40 ABS DWV piping with from details on drawings and from manufacturer's specifications.. 9 II not exceed 30 volts, � P q ', ,. except in starter pilot circuits.- � n. Lj.l ,Cl solvent fittings are approved. :. - e ...1 d :Order all materials from approved material list within ten days alter such b. Interior exposed pipe,valves,end fixture trim shall bechrome plated The control s ste Q V > ' approval,without deviation,unless otherwise authorized. b. 'Cleanouts: - : y m shall be basically electric,with supplementary electronic devices 'Q - - _. - `as required. ., Z Provide and set full sized cieanouts at fool of- C. Complete installation of each fixture Including trap and accessories with m LL e. Equipment Re Requiring Submittals: each riser,and ends o/branches from toilets,at points where a change of accessible stop or control valve In each hot and cold water branch supply line. L1l. O 9 9 Z direction occurs,on exposed and accessible traps,at points where required to Make fixture floor connections with approved brand of cast Iron floor flange, AIR BALANCING V Unit Heaters remove rust accumulation or other obstructions and as shown on plans. soldered or caulked securely to waste pipe. Make Joint between fixture and :Q W '. floor flange tight with approved fixture setting compound or gaskets. - }� Rooftop Units - Fans Set screw cap In cleanout with graphite paste.bieanouts in floors shall be Aar flow for all mechanical systems shall be shown on plane. provide a Y n balance report on standard AABC form or approved facsimile in each O&M 1 bieanouts subject to approval of Inspector s.Location of all tl. Polish chrome finish at completion of project. PP Q Plumbing Fxtures flush using turn,Josam,or Wade floor level cleanout fittings. .Manual 9 g Diffusers and Grilles - - j PP P O J , t e. -Caulk between fixtures,wall,and floor with white butyl rubber non-absorbent r :d. Vents: - : caulking compound Point all edges. W - SLEEVES AND INSERTS Piping2 Inches and smaller shall be standard weight galvanized steel,ASTM - ` A 120,with galvanized 125 psi cast iron fittings.Schedule 40 ABS DWV piping I. Install fixtures and fittings as per local codes and - 1. Restroom exhaust fans: - a. Provide metal sleeves and Inserts of proper size and adequate strength with solvent fittings of permitted by code)are approved. manufacturer's instructions. - Light switches in any of the four restrooms will turn _ W J wherever piping passes through structural elements and as required for correct Tool mounted fan on and off. m Installation and support of pipe..; Piping larger than 2lnches shall be cast:Irod CISPI,301,hublass,service ; R - weight,with cast Iron fittings.Joints shall be neoprene gaskets and stainless FIXTURE SCHEDULE - 2. Rooftop or provided b. Adequate clearance for pipe Insulation shall be provided If applicable,but in no steel clamp-and-shield assemblies. _ Contractor provitletl automatic swilchover q p P P PF a. Furnish and Install the necessary plumbing fixtures or components In quantity thermostat with night set-back Is to maintain room case less than V around pipe. - - :temperature.... ( .Vent lines shall follow soil and water lines connecting with them above highest as shown on plans. Provide all necessary valves,cast"P"traps,stops with fixtures with proper fittings. Carry vents through the roof as shown,-14" ' risers,'fittings,and accessories to make the job complete with the fixtures CUTTING AND AND PATCHING 3. Elevator equipment - . minimum heights above root. Bring together in one.stack through roof specified on thedrawings. Exposed stops to be equal to Eastman GR72 with qui lent room . a. Cutting in an structural element without written authorization Is prohibited. wherever possible.Minimum vent penetration of room to be 3". flexible risers. Wall mounted thermostat et open damper when - • g Y P � temperature rises above setpoint - - -. _ - (100 degrees•adjustable). -b. Where several pipes are located In closeproxfmty,provide one framed opening .it. Traps: b. Fixtures shall be Kohler,Crane,American-Standard,or an approved equal. Install"P"traps in branch mines from floor drains or where required..Traps Specialties shall be Zum,Josam,J.R.Smith,or Wade. Before fixtures are for all pipes In Ilea of several sleeves. Installed in connection with threaded pipe shall be recess drainage pattern. ordered,the contractor should submit a complete list of plumbing fixtures, 4• Skylight exhaust fans and dampers: - Traps Installed in connection with cast iron pipe shall be of the same quality giving the catalog number,cut and make,for approval Fixtures shall not be Thermostat mounted high at skylights is toactivate o. All openings shall maintain an airtight seal between new condulU and piping- { s ..both exhaust fans at Set point 100 de through the walls and floors. - - and grade le the pipe.Traps installed in Exposed connection with fixtures some have a _ordered until this flat Is approved. P j ( zed opposed DRAWN BY - " .._� seal of not less than 2"or more than 4".Exposed traps shall be chrome plated I � adjustable)end open adjacent motorized o cast brass or chrome plated 17 ga.tubular type. Provide trap primers as - blade dampers.' �' 'JOB NO. required h Code. INSULATION - - q y : 5. Conference and breakroom exhaust tan: ID - General: " Manual switches to turn fans on and off. DATE l - All insulation shall'have composite fire and smoke hazard-rating, as 6. Paddle fans: REVISION DATE - tested by ASTM E-84,NFPA 255,and UL 723,not exceeding: Manual switches to turn fans on and off. - - :Flame Spread 125 - '.. - - ...Smoke Developed --50 ..... - .. .. SHEET NO. M/IP-I ro�+IT -- { �s • LL • Iu1Y I I O F— - W /� • V N 3 h c' Q W v a"o 0 — ` W H o Vo ... \ ••� O T to I _ �r—a Sf'oN(M� hi'Je oU;G'�4yco G'S1-r !�oF� \ IV6 Cl) —__.r—_ • O N O 4 ` I I .d • _ i 1 • co 41 ^h z a i . ..• • .� r�t1�N1I NV"6R'`dPUr�e� �F- � ... . 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' 1 Mj , ��•---'---)j,�- f ! 1. ,.a p % ` r .._ �T-1 `_ �._.._. .' ^-__t•C� � c PJ•I n�jt.-licl.J I � tc.--.,- - - '_-r ' _�SAM ,, j - -- L P ")- ]' t I. •t. .., 40,t.lr, F s e.= <,,::r,cf. �. h' .r�. _t. ) +, I ' t `III .:c _ .•-I ..}^' C+�- ..�i. I i ' O /r .: ._� 1.- _::..:_. _•___.� _.\\ .=.,'-1. {1- -_ +. _ - ...t U.I. A, gj Pi .... + ra I. - . �; 1 .— # �.'" I r:•W1 � ._.i 2 �..� 7 - 1 _t. ..4 � ._._ q t ,.; LV e Tr , .•rl , , IN- MAIN SWITCHBOARD MSB BUILDING L fv. uAD SUMMARY 11 2 2000A BUSS FULLY RATED-100,000 AIC BRACING I NTS 208Y/120 VOLT,THREE PHASE,FOUR WRE E11lDING LOAD S_M'AMY PC METER BASE BT CONTRACTOR. - N V13m DESCRIPTION PHASE(Phi) h�BY��'LOCATE I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 A B C METER BASE I AT I I I 2 PANEL'A' 1 0 I .0 •1 1 06.4 2000/3 2000A PAN3 8 11 " 1 f r KRP-C 20013 200/3 200/3 20013 20013 =13 20013 20013 200/3 20013 =13 200/3 200/3 200/3 200/3 \400/3 4 I - I �11 _c_Z/ \jT, I 5 IS TY 7& 74,6 73 W 6 AT`8 117. II 117. 7 PANEL I I NEMA 3R TIME I GROUND BAR LL - TC CLOCK 125A 200A 200A 200A 200A 200A 200A 200A 200A 200A 175A T75A 175A REA 150A PAI`EL'.T A PAD MOUE. 545ZAL CON 2 I FRNR LPh RK LPNi2K IPNLRK LPN_w LPNRK LPNNQK LPN_RK FRN12K FZHR FRNi2 FO+P FRNLR FRW2 FRW SPARE 1 HVAC I t4 14 ., /A BY UTILITY,PROVIDE ONCETE II A 0 _ JW � o Stall PROVIDE CONCRETE - A I 1 A.ME FER • Pam,V62TT SIZE REOIAREh8NT5 M - - - - - - 14 WA 4 1 3. I 1 O H V z O. M � 2 (n7 p BAgA B�RANCW 200/3� ®NEMA 3R '� - - - - - - - - - - - - - - - - - - - - - - - - 16 A 6 / Q W Tup, . PA"HB0/3 MAIN 8 Z' 8 � 8 � ES 4 2 � a' � zi - 4 � - d& WEAKER WITN4I�LOOCPHE PANEL i 4t Qt a ES 8 toV 8 1ov 8 �i r• MN(IM..M IMF 4 I 7 I 15 W O - COVER PLATE APED ANY LOCALLLOOCAL NEC. Q a 5 5 3 .$ y o = 9(+J CODES, , i i i 3 i i i /A f 1.. Ch PROVIDE LF62 i 3 � i I 3 I„ 3 , 3 � 3 � 3 � 3 U i i i i 3 i ,// V - _ GR«ro. I I ti 7 2 � � .r 'E � 'E r ti - � Z, E „ E I 2 I 2 I 2 I E - �j SINGLE LINE DIAGRAM NOTES W N o�0' i O TC "5r L CONRACTOR S-AL VERIFY SW'/ICE REW12EMENTS WTM SERVING UTILITY ' � 4 4 95 G'0 AN PER NEC ug }o" �+T T,B4A'3R' N3.143R i•EidA'3R' N3MA'3R NEM4'3R' N3.LA'3R FUSE PER MANFACTLPER POC12 TO BIDDING ' A^D ANY LOCAL to h 20013 2 IF PVC CONDUIT IS USED FOR LI`D62F1.00R RIM PROVIDE GROUNDING y 200/3 20013 200/3 200/3 2OO13j REC01•.fi8`DATION(TYPICAL I 3 ALL 1)UCTOCTIONS A E COND.H WIRE AS RE U MADE R CMT1 COIT FILL ION OODLES. ,b ALL CONNECTIONS INCREASE_M1, T SIZE AS LL BE A FOR CONDUIT FILL TYPE CONNECTORS SEO.QED WITH WMAWC COMPRESSION TOOL F PANEL PMB PMEL PAfEt P,6!'H PA48 PM8 PMH F F F F F 4. FUSES SHALL BE AS FOLLO,V9 TYPE B165MAN LR11ffLi5E RELIANCE 00 5 PRIMAR7 C CONDUIT FOR - TY F 'G N '1 � � UNIX L RUNR � ELECTRICAL CONTRACTOR, - 5. VERIFY AND C002D NATE INSTALLATION OF W IN DESIGNATED SPACE Q EOUIPMBNT GROUND CONDl1CTOR SHALL HAVE GRE8N NU ATIOR GREEN PRIMARY CABLE,E F PRIMARY IS-ED �WAOGFTCP ROOFTOP S ROOFTOP SRO ROOFTOP ROOFTOP TAPE OR SHALL SE BARE COFPEP WIRE AS P62 NEC 310.CONNECTIONS ARE RILITY. 1 ELEVATOR 7. ��ORCODE FEID62 CIRCUITS AS FOLLWS'MD MSTALL®BY UTILITY. PHASE B RED ZZ 1`140.SE C-B.UE r�JJI SINGLE LINE DIAGRAM USE CONDUCTORS WITH COLORED PS-UTION OR PERMAMM COLORED TAPE C WI___CU N.T.S. a CLASSD RISES MAYBE l�ON BRANCH PANIBOARDS ONY. "` _ 1 200/3 2006 12 1 Gr 3 .o')o I _._. Fr TLc rr e.c 1 is L i`ir t- ELEVATOR ROOFTOP WAG3 df:- iz P...__ eu=-`ED=--_tea.:=== I'll.,.-n ,_=.-_. ti � F I'll.W _a :,.16- 2 200/3 200/3 3 200/3 13 SCHEDULE OF KEYED NOTED y W , ar1-ACE nxnn'ED t- 3 FWI Flan tur f.L.rL v,z10o w� j¢a 5 - _-_>_.- __ > PANEL A PANS B ROOFTOP HVAC 4 1. 20 AAPB2E 3 POLE CONTACTOR N N3iHA I EN10SlRE YATIH CONTRt'X Peo i . ;aT WIRE; FEF r c ere FT AX N1 LL.a( C e,.F r :;If; 11;CT,Y; 200/3 2O0/3 5 200/3 20 AMT RE 3 9 U P rc ' 1 51 EI_W DESCRIPTIW YM L'YO F IHi' E C .♦•t P LO-+D TH LOAp I,L+FI'i a'ZE;1 a= �__. -. __` •' -'-�. `.."" "` _'__ •'"__, MAN D OP HVA 14 2. MOUNT P.gTOCHl ON TIE NORTH SIDE OF ROOF,WITH 3>»2 3/d'C. .,i". L 1�O1P'r40N NpG -------------- 1'is J 1 ]-_21 0 ___ 6,0 _i .- --- ' ---- 4 SERVICE P 200/3 P 200/3 ROOFTOP 20013 C 5 i Lo_yV_1L[N_rcN IS o 1 ci i G o c.0 wt.IN,L T LIVTTs 6,_cam DISCONNECT PANEL 7 ROOFTOP WAG F� `5 2/0`Pr�aJ st3J - 1 D t-�_ l.o, ,G.:G 6 PANEL F 15 - -._L_ __ _.. L_-, 1000/9 200/3 200/3 200/3 u PN•8 H PANEL J 6 L_PAACTN LOi I Ii115-. �f0 ;J,--. 13 3 x,_o .».-Iru LG uw'_ plc 8 16 -.. .. SPARE - -: ;13 5°ME_ __._. .. _i.. }. Gi _. IP i,__ F'Ac' -__ ,a.; 21�D/3 ;15;__L1_�- ___._. ,_.;.. -G;_.._ .. 2r 1;__.. , L'aE_. ,:6� ROOF?OP WAC I 10 BUSSED SPACE - '19_-,cF•�._ .. ___..._. ._i. 3r'C,.... _- 0 1'____ 1rY_2 - ____iml 211 'SPA'S _i___i._ _.- _.-_ - ROOFTOP HJAC 2 __ , L ._...._ ,...__. .yam '>23i._'SPACE ."..._ _.__. 1 25I, _ ______-,-----� ,- - .._-_.._i. _i_- ,.:...._.i _ ._ �..i.._.... `-c^'°r^E,_ i_____L_ i ,--;___- ,- _ - -_. - ,_ _L__J-�oI!,___- __-_ -,- ;_____;�-_; I. 114i MW( i"" 11 -. _ 5?N Ir __ i'ACE : & 'MSB' ELEVATION w o :923 IOTAL v1° LCrY 311 rrl NTS zce lzov 3- a u1 T :-E _ - _-""---"`- Z / . 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Li-'pEC 1 'T SiCx %.5'3'M _ !. dt; 12 it Tfi/pECNEASr'SIDE ; ;1D.5;1; 20; IG3.J 20;I; J.S; 'LTG/FEC:EAST SIDE -..-. r :2,a2 .._.._ � -_- _ _ _ __ __._ _._.__.._ ___ ____ __ __ _ _ _ _ _ .. ' _._'-. .._-_ 'KY:FE .^. _. '.� - 39 9 i[Cf..F_lq h!f 3 7 _3L.,SG., _.:: .,, :, ,.-., -_ .._ _....,... Pc_..___..L-1i._ 3y_._1_ _.1.__..,.1 0,.__..._.. - _ t4FE 4O .... - .KE i00 ..� =r.m.__.m.:->:..__.-•_'_•_- -.:.'_- `' - -- _: - ,L ILTG/1._r..;.t:'ii 5IW '.t0.S 1 :0 :.,. ., "- _- - "___ ..._..__. __ _ , r , 21.0:�'3:t,10.:: .,.14m:c:4F.ET 516i, i.1.� ___ ___ __ ay : a.�a: _=v-_ c: z-._:____ z:v<.r.>:..:a.ssza_az�.:_..=.=a a ;., 1,: ;`FARE : :1 ;li'24: __t, 3'N.E- _ __ 12g.3; . 2A.3 ;FN'E ;42 , TOTK PrNSF LOADS ;. 329; 1-9' 3^3'PK' ._- _ •_ - .=.=.z_i.rn.r.-.m�e:->:.x __.:_-..:.-_- >c-. :_ :--= x _..:.:. >__:c: ...:..mr.z=,s..cx_-c=t:... .zaz.=-.e:_-_.z....ass_.:.n_.a ea.z.Ssraan�:-¢c-_-,-.: -.:=>i_a __ .-,__`--'._ _ `- _ ._ _-.- .._ .. - a a : TDTlt I .... 2y TC•T!1 R'.\L La+J:•. .. .:•- 4,h`1"-,._ : _ =i - ., .. - '" FTvrs. ors i- ' l2?;"1,9;ar ,: - .. __ _ n O w O _ � W �GMI110 W M ECG PLAN _ cM#ill a `' GM#1110 - ' I 4" V) GM4431. Z. 4" Drywall O '-44' A > > 4 t_ 15° Drywall.-, W W. I GM#220 6 > 0 H CCLUMU IhIL GM#2208 ._ _—_ Wa .� GM#4435 i 4" COLIIMN BO)XIF" Drywall') V 3,-0" a q (12"x12" 5PUNK GM#3303- - GM#3303 GM4434 I "—�-2" 4' 18 6' 18" -6" "NOTE: Space between panels may vary from d 4" to 8" according to wall length. See Plan PANELED WALL BELOW CHAIR RAIL l K l GM3303 Ix WALL ELEVATION W/CHAIR RAIL L W . - � N w W q PANELED COLUMN P� • a F•, 00 a .a w Z 3 3/4" x 4' x 8' Brick. Veneer GM#1110 Plywood Sheets r°oo o � moo� \ • M33051 t O OOO �00 �O /••• ••� Attach \ Plate. Oo Dec. Brac Groove O O—�oO OOOO 7'-0" to Shelf OOOO OLEO OO�_oO�CI 8'-0" , Z�" Drywall"7 Obtain locall OO WHITE PINE SHELF 8 BRACE I M GM13303- -- o o GM 2208 GM ]IIU x CASfNG W See Plan C I (n CROWN MOULDING Fw- zz ` 'see Plan —� GM 3369 QW7 0.1 x BASE MOULDING Z BRICK VENEER WALL ELEVATION N _ Q Z ELEVATION PAGE SCALE: I. w O F. w w M W BEDDING DEPARTMENT w �i U 0 m � 5'•ln' 2o011 51.01. z a' o N z I o- 3 cn LQul Q a ,y �9 �i 12 II P 10 N g P c H < w 3 I I 11 a N U 7-a' � N 14 v A � b G r 4 v L le—134,I ._-..-.._._ _.. _.._.__._- N 9'-3" 3 II ¢ � , I 1 ` 6 O H� � > I 1 II 2 5 II m a 9'-o" 12` N N 3'3' — , _- ----- ._ -------- -- - — --- -- RINCAID GALLERY ENTRANCE ...__.__:..-..,-,._._.._..._....__._..-..,_.__. INCAID GALLERY ENTRANC� z II Z a' O z rr STORE ENTRANCE I DIMENSION PLAN NOTE: ALL DIMENSIONS ARE TO THE CENTER OF THE WALLS. ~ NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING STRUCTURAL FIELD DIMENSIONS AFFECTED BY RENOVATION OR NEwCONSTRUCTION. NOTE: ALL WALLS ARE TO BE CONSTRUCTED 8'-0" LA-Z-BOY GALLERY14 w NOTES: CONTRACTOR MUST CHECK AND CONFIRM ALL DIMENSIONS BEFORE CONSTRUCTION BEGINS. ' CONTRACTOR IS TO VERIFY ALL NEW WALL AND COLUMN LOCATIONS AND DIMENSIONS. CONTACT KINCAID N t, FURNITURE GALLERY OFFICE (800-438-8207) IF THERE ARE ANY PROBLEMS. - • ALL NEW CONSTRUCTION MUST CONFORM TO STATE AND LOCAL BUILDING CODES. ANY ADDITIONAL DETAILED W DRAWINGS REQUIRED BY THE LOCAL BUILDING DEPARTMENT WILL BE THE RESPONSIBILITY OF THE OWNER - W AND/OR CONTRACTOR. - - * ROUGH FRAMING TO BE 2"x4"x8', 16" O.C. FRAMING MATERIAL TO BE WOOD OR METAL.STUDS. ALL V) _ MATERIALS AND THEIR INSTALLATION MUST CONFORM TO LOCAL BUILDING CODES. " INSTALL.11" DRYWALL ON THE FACE OF THE WALL, THE EXPOSED END OF THE WALL,-AND ON THE INSIDE BEDDING DEPARTMENT OF ALL OPENINGS. .USE METAL CORNER BEADS AND COMPOUND, TAPE AND SAND ALL SEAMS AND NAIL HEADS. w *' ALL MOULDINGS, CASINGS, NICHES, FLUTED COLUMNS, TONQUE AND GROOVE PANELING, COLUMNS AND CAPITALS, i--i AND FIREPLACE MANTELS HAVE BEEN SPECIFIED FROM TYE ENTERPRISES REPRESENTING GOODMAN LUMBER. ADDRESS: 924 COUNTRY CLUB DRIVE, HIGH POINT, NC 27262. ATTENTION: BARBARA TYE. V) PHONE: 919-841-5590. - Z O y � a a C C z C C q > W I C L� a N z A a i 12 I I I 1011 g o H II o w C B I I I 11 II J a� III B s e. \ M — ---- — w H W C \ z 14 \ 9 a 13 C F - -- ---- C C C B — — C „ C 1 .a 3 F IIB 4 a z C II a 1 r y �I 2 E 5 G r I' I All Am I I I IIB � H Z I > I _- KINCAID GALLERY ENTRANCE KINCAID GALLERY ENTRANCE -. / A A / F z Z rr STORE ENTRANCE LAd-BOY GALLERY WALL PLACEMENT LAYOUT & ELEVATION PLAN 13-; , NOTE: CONTRACTOR SHALL-BE RESPONSIBLE FO`R.VERIFICAT70N OF ALL EXISTING STRUCTURAL FTELD'DIMENSIONS AFFECTED BY RENOVATION OR NEW CONSTRUCTION. NOTE: ALL WALLS ARE TO BE CONSTRUCTED 8'-0" w ;TR-25uiq wl M 441.DEM"" !t I N CAI I� SIGNAGE COLUMN M' GM5522' __ Z (D4S OW S4S) s O 4�-3" . —.OPEN —� A w O - - 30 �- =a"DRYWALL —� JII� v� .. I 12u Ili SEA PLA � Q7 A 12' I SEE PLAN 12' \ 5_Q, 2'-0' Q 04 � GM1129 ,I STAND /�p \ STANDARD WINDOW ELEVATION n 2 - - � ARD DOORWAY ELEVATION GM5541 < _ ENTRANCE ELEVATION > 7 w d FRIG w �. I GM3307 NOTE: PAINT 12"CHECKERBOARD SQUARES ON FLOOR, - W 21"SWJr1004 PURE WHITE SEE fLAN USING.OIL ENAMEL,THEN SEALING WITH 2 TO 3 -� as E.COATS OF POLYURETHANE. W GTM170 GM$1110 U) SW/1007 �1F" Drywall `q BLACK ` `\ A 15"-21" TIE 6" Glass Block SEE PLAN i X,--GMI121 WHITE- gq^ GM3363'. - \ _ - $" Drywall 72,E GTM140 ' 66" WALLPAPER > - AS SPECIFIED GM5522 1 a w 40WMN w - x pK•'[°'I� + f2" GMg3303 Q GTM740 .� � �� -_ - 4. - � z GM3363: GLASS BLOCK STEPPED WALL E -E-12" 12"-1•-F GM3311 - I PAINTED CHECKERBOARD FLOOR WITH BORDER .n � �-- ��. ENTRANCE PROFILE _ � Lt'�4 h12�L SPDT y�uoW PnlE Laj Faux Stone HALF-ROUND COLUMN I i' GM61110 I��n 4"CO-NM CAP - $'q'<b T&AH 6" Oak _.. Stained Mantel "-Drywall lJ �✓ FLAT ¢ z - � PAINT z a _ Z 48" - Hearth GMA3303 �._ - rs o . ee Plan--jam 3'_0'. See Plan 1 III 18 181, 18 18" 3 0 ELEVATION PAGE 6EE 'PISLI See Plan SCALE: - - ►. ,v .STEPPED WALL ELEVATION g"=1'-0" LODGE WALL ELEVATION n r 'STAIN MIN-WAX i224 WALNUT' - FAUX STONE FIREPLACE ELEVATION w O H w w vi BEDDING DEPARTMENT W aCma >U--:zo WANp U O� LLI m Co Z,_0 -� x 04. z w a o j Z N 7 � 1T-1n" a i N 7 I IT Q' tr A ° 12 �I I II P IO g c w3 TO' II ^ 6 N IZ„ o m W 14 w ?-� I �. O o' e' q-a 9 w o A C ti i 13I L2I-ql. 3 II 0 iv b G, �11 4 z F� 3y �by 4 6 1 � I ; i I II 2 5 ` m II o m N I I12"� R'0" Z" 15' 9" IIo'3" N 3'3 IZ" 6'D" IZ" 10'-9" 15'3" -- z n — — — -- - — — — — — __ _. --_--___ __.__.-.-. ____ 'm KINCAID GALLERY ENTRANCE INCAID GALLERY ENTRANC10 z F z z I 0.a w II Z a O z rr STORE ENTRANCE DIMENSION PLAN NOTE: ALL DIMENSIONS ARE TO THE CENTER OF THE WALLS. .1 r NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING STRUCTURAL FIELD DIMENSIONS AFFECTED BY RENOVATION OR NEW CONSTRUCTION. NOTE: ALL WALLS ARE TO BE CONSTRUCTED W-0" LA-Z-BOY GALLERY rr -w� �c w NOTES: - O * CONTRACTOR MUST CHECK AND CONFIRM-ALL DIMENSIONS BEFORE CONSTRUCTION BEGINS. * CONTRACTOR IS TO VERIFY ALL NEW WALL AND COLUMN LOCATIONS AND DIMENSIONS. CONTACT KINCAID N . FURNITURE GALLERY OFFICE (800-438-8207) IF THERE ARE ANY PROBLEMS. [� * ALL NEW CONSTRUCTION MUST CONFORM TO STATE AND LOCAL BUILDING CODES. ANY ADDITIONAL DETAILED DRAWINGS REQUIRED REQUIRED BY THE LOCAL BUILDING,DEPARTMENT WILL BE THE RESPONSIBILITY OF THE OWNER W AND/OR CONTRACTOR. * ROUGH FRAMING TO BE 2"x4"x8', 16" O.C. FRAMING MATERIAL TO BE WOOD OR METAL STUDS. ALL V) MATERIALS AND THEIR INSTALLATION MUST CONFORM TO LOCAL BUILDING CODES. * INSTALL IF" DRYWALL ON THE FACE OF THE WALL, THE EXPOSED END OF THE WALL, AND ON THE INSIDE OF ALL OPENINGS. .USE METAL CORNER BEADS AND COMPOUND, TAPE AND SAND ALL SEAMS AND NAIL HEADS. w BEDDING DEPARTMENT * ALL MOULDINGS, CASINGS, NICHES, FLUTED COLUMNS, TORQUE AND GROOVE•. PANELING, COLUMNS AND CAPITALS, a N AND.FIREPLACE MANTELS HAVtBEEN SPECIFIED FROM TYE ENTERPRISES REPRESENTING GOODMAN LUMBER. ADDRESS: 924 COUNTRY CLUB DRIVE, HIGH POINT, NC 27262. ATTENTION: BARBARA TYE. V) y PHONE: 919-841-5590. z 0 0 fA y W aC4 0.' C C z m 0 C C C > T /J' C I L N � A i s 12 (I I 11 II 10 8 o w< C B I M B III it B w C m 14 9 w w H --- a 13 C F — C C C B C vS 3 II .a ,. F L I B 4 C I I I $ µ 6 II 1 s II 2 E 5 G A r I I I I B H rn KINCAID GALLERY ENTRANCE KINCAID GALLERY ENTRANCE A A 0z II ¢ z z 11 Z < O z rr STORE ENTRANCE o LA72-BOY GALLERY WALL PLACEMENT LAYOUT & ELEVATION PLAN NOTE CONTRACTOR SHALL.BE RESPONSIBLE FORYERIFICATION OF ALL EXISTING STRUCTURAL FIELD;DIMENSIONS AFFECTED BY RENOVATION OR NEW CONSTRUCTION. NOTE: ALL WALLS ARE TO BE CONSTRUCTED 8'-0" Z►a !TR-25 C A. I SIGNAGE R W GM1129 vi W w 12"' c/1 _ a `7! cn COLUMN. 9'_3�: DRESS 4 SIDE >1 GM5522' j BLOCKING . (D4S OR'S4S): •� �. 4l-3" Z �-OPEN -� c. z PKCIMENr' y- , H � o A N 1 W \ cKr►+L 30" ! 'y"DRYWALL I12' n�_7FILAN � .2�_0u Q' A 12" SEE PLAN 1 -- - _O.. � A w ��I-I9 STANDARD DOORWAY ELEVATION B G STANDARD WINDOW ELEVATION C GM5547 < ENTRANCE.ELEVATION A O > O 8� NOTE: PAINT 12"CHECKERBOARD SQUARES ON FLOOR, GM1115 M1115 W 15";21" USING.OIL ENAMEL',THEN SEALING WITH 2 TO 3 SW#1004 PURE WHITE SEE LAN COATS OF POLYURETHANE. GTM170 GM#1110 z S#1007v Drywall W W `BLACK 6" Glass Block •\ Ca Q TIE SEE PLAN GM1121 SW#1004* PURE WHITE. N 84" GM3363'I _ _ _ _- �4" Diywall 72 Z GTM140 12" Q m 66" WALLPAPER' > N AS SPECIFIED GM55221 w _ t, OWN W =_� hkT�ll 12" GM#3303 GTM140 _- z 2'-0" GM3363 ' GLASS BLOCK STEPPED WALL E PAINTED CHECKERBOARD WITH BORDER ..� GM3311 ENTRANCE PROFI F _ y!•LC:I4 SIZ�G ' Y Faux Stone HALF-ROUND COLUMN 1 r 6,IJ C00J 1 tAP PWE LOf1 GM#1110 owpx. CAP V4 x to R(A$HSA4U1 Ik''x8 YtuA4Tm La 6" Oak U Stained Mantel `-� •� § Drywall 72" _- _ FLAT 60" f BLACK eqi PAINT 0 �J Z a 48" = L Hearth --� O Q GM#3303 1 12" " --' 9 -_ ee Plan 3'-0" See Plan ' 18" 18" le" — 88— 3'-0 E p1�u ELEVATION PAGE See Plan SCALE ;"=V-O" STEPPED WALL ELEVATION G �1 LODGE WALL ELEVATION H. ~ 4' STAIN MIN-WAX#224 WALNUTS FAUX STONE FIREPLACE ELEVATION I I I H Y6_PLAN . - GM#1110- GM#111 rl GM443i, yy h" DrywallO 0 to 4 1 �" 2 c.- k" Drywall. , w W. Cd lam e,_o„ m �, o aN '� \ Ghf#220 COLUMN Tri i-XIL GM#2208 --- ------ x GM 4436 j.. .tad• COLUMN SOX f k" Drywall- V . (12"x12"l. 2.-0 > 3,_0„ A PLANK GM#3303- GM#3303' /' - 4" GM4431 ..O C•"'lyd 18„ •NOTE: Space between O q p panels may vary from !I' 4" to 8" according to wall length. See Plan - PANELED.WALL BELOW CHAIR RAIL I it I GM3303 WALL ELEVATION W/CHAIR RAIL W W.• ti q PANELED COLUMN J �, a x !A a w Z x 4' x 8' Brick. Veneer (.. GM#1110 Plywood Sheetsjr - • M33051 \ Oo Plate. Attach OO O OC�OOO Dec. Brac Groove I�oO�1GI O C1 O 0 —Q(�O 7-0" to Shelf Obtain ocall 0 _ o00 c cz 8o0oO�o \ .k" Drywall `7 OC70Iz 0 00 moo 0 oc� WHITE PINE SHELF& BRACE M O ^ __j GM#3303- ' GM 2208 GM 1110! CASING See Plan CK CROWN MOULDING H i See Plan GM 3303 ¢ z z BASE.MOULDING Z '< BRICK VENEER WALL ELEVATION N _ V) ELEVATION PAGE. ,� I1 SCALE: Q4) 11 1 I• LiJ 1 , BSLPIJCE Oc eREs OPEJ Ell l j • o�5:-JYS I II Q- I " �yI F- it _ •C , IBp .�. � il " _r1RrmEJL• r1 f7 -�' —� 11 K ry r A i Ll __.....-......_.__.__....... .T7' f:: EN CRSEJLY U011T t.!q .. F�ooR P--1�ep.l f /IoTE' 1— :11'EC.I04 W6:.t5 FC !;TE•..1 t�l Vp• II-p'1 - ... h1rE[toc weu L.wwr. 6alr 51".16 p EftEXGWLY R E C E I V E D AUG 2 3 1993 . CITY OF TWIN FALLS ., BUILDING DEPT. ' �w. F,EE JEy c� E_ I 11 I YTJ� 4Jm ❑ - - SPIPrJLE o� PQ.EP IS O('ErJ Q_ Hra, rl / �h. ❑ �. 1 r R , RtNAcy EEIT r .., >P-u czf �J 1 it—---- i • EYIT Ul4Tltj L1 E✓MELG EJLY I_I�uTtab FLoor- PL&vJ - - IJOTE' LLL Irlfe,tlOQ-. WELLS To r,e fi-.�4, 1/IL.°= 11-d1 - R_E C E I V AL.c\J.J:. u;.uTS To sulNE WEL. E D AUG 2 3 1993 10TECI0R \,JALL LRYol.1T. RC[?A G"` °T AUG? 2 1993 CITY OF TWIN FALLS ` - BUILDING DEPT, w O W GM1110 _ W V) EGG PLAtJ GM#il.. GM#1110 ,.. y„ \ GM4431. . .. ... �� Drywall O O e w 4'-44 h" Drywall W W. cM#220 CCLUMU _DE7l L GM12208 o n a GM14411 - COLUMN-BOX .., 0 - �h" Drywall' 17 (12"x12") 2'70" J 3'1-0" ..PLANK A GM#3303 GM#3303 %/ 4 O o' a 1:"-L-2".-,y 4 18" Y" 18° 6" *NOTE: .Space between panels may vary from -' C 4431 * " : 4" to 8" according to wall length. See Plan _ PANELED WALL BELOW CHAIR RAIL GM3303 WALL ELEVATION W/CHAIR RAIL 7. v� �2e ,z - � .•7 A a PANELED COLUMN tt 0 a w z 3 3/4" x 4' x 8' Brick. Veneer GM#1110-\ Plywood Sheets CAtta. ouJL 000� o Plte\ Groove7'-0" 15" Drywall o o��oo s WHITE PINE SHELF 8 BRACE M GM#3303- GM 2208 I' GM 1110! - CASING F See Plan CROWN MOULDING W °z See Plan —� GM 3303 ¢ BASE MOULDING I > BRICK VENEER WALL ELEVATIONn 0.Z '{ ELEVATION PAGE' SCALE: -,=V-0" A 1 M , I-N C A I D 51GNAGE It . - GM1129 W M a J 1..I_ COLUMN.. V) �., DRESS 4 SIDE f,l" - - GM5522' f� l y _-. .. BLOCKING' G ZO (D4S OR'S4S) - 0' p" 4,_3n -,OPEN 1 F m 0 r�pI1,�Nr � • - - - 30" "'DRYWALL P N A 12" I SEE PLAN 12" 12" �----SEEO,LA �2 0L GM1129. - �'2: STANDARD WINDOW ELEVATION n - STANDARD DOORWAY ELEVATION B - GM5541: Q ENTRANCE..ELEVATION O w 0 0, J W , 3 a" NOTE: PAINT 12"CHECKERBOARD SQUARES ON FLOOR, M1115 W USING.OIL ENAMEL,THEN SEALING WITH 2 TO 3 " SWl1004 PURE WHITE SEE LAN - a1 E COATS OF POLYURETHANE. - W GTM170 GMA 1110 07 _ 7 SW/1007 , �.V." Drywall W 5 61ACK .� Q 6" Gass Block 15"-21' TIE l SEE PLAN GM1121 - \ . SWa1004' PURE_ - WHITE 84" N 8'_0'• GM3363' .. _ _ �4" Drywell-�.. - • N. Z �-/ 72" N GTM140. p 12" I? Q o Q - 6G" WALLPAPER > - - AS SPECIFIED GM5522! V) w 6ao o w W a GTM740 GMg3303 a _- LL GLASS BLOCK STEPPED WALL PAINTED CHECKERBOARD FLOOR WITH BORDER� •� D ' � --�- ENTRANCE PROFILE . IIp �. Pn1E ux1 Faux Stone - - _ HALF-ROUND COLUMN GMA1110 - $'q Yeu /4 bnwTl�Lctia __ �.,,_ _ ��-�.----_ _. 7 6" Oak O Q- Stained Mantel $" Drywall ,y a 72" _ _ ~— _ FLAT Qr--l1I�L. 5,_0„ < z ' 60" — � _ BLACK u w PWNT z a L.J 48" - -- Hearth O t �- • 9 _ ee Plan 3'-0" See.Plan "I '1 I - . 18„ it 18 18 3'-0° ELEVATION PAGE Q 6EE PLALI See Plan SCALE. STEPPED WALL ELEVATION G - /�p\\ LODGE WALL ELEVATION n ' ._. `STAIN MIN-WAX 0224 WALNUT•' - >k FAUX STONE FIREPLACE ELEVATION I �'" ...,,...-,.»".."».w.........r.-,...........,.............,s...,� ,......;,,-:. aw. ....,....,.. ..,..,...,,.,. ...........,..,.,,.,., ,I....„,,...,.: .......,.M:,....,, .,...,,,,..,„,.."......,,...,.,.,"..."..v.-,<.....".s...T...,e..,•r.,m...w..T........,.. .."..e................� ` CD NOTES: k' • CONTRACTOR MUST CHECK AND CONFIRM ALL DIMENSIONS BEFORE CONSTRUCTION BEGINS. ' * CONTRACTOR IS TO VERIFY ALL NEW WALL AND COLUMN LOCATIONS AND DIMENSIONS. CONTACT KINCAID N FURNITURE GALLERY OFFICE (800-438-8207) IF THERE ARE ANY PROBLEMS. H " ALL NEW CONSTRUCTION MUST CONFORM TO STATE AND LOCAL BUILDING CODES. ANY ADDITIONAL DETAILED W DRAWINGS REQUIRED BY THE LOCAL BUILDING DEPARTMENT WILL BE THE RESPONSIBILITY OF THE OWNER M AND/OR CONTRACTOR. " ROUGH FRAMING TO BE 2"x4"x8', 16" O.C. FRAMING MATERIAL TO BE WOOD OR METAL STUDS. ALL U) _ MATERIALS AND THEIR INSTALLATION MUST CONFORM TO LOCAL BUILDING CODES. * INSTALL h" DRYWALL ON THE FACE OF THE WALL, THE EXPOSED END OF THE WALL, AND ON THE INSIDE BEDDING DEPARTMENT OF ALL OPENINGS. .USE METAL CORNER BEADS AND COMPOUND, TAPE AND SAND ALL SEAMS AND NAIL HEADS. )'`) * ALL MOULDINGS, CASINGS, NICHES, FLUTED COLUMNS, TONQUE AND,GROOVE PANELING, COLUMNS AND CAPITALS, AND FIREPLACE MANTELS HAVE:BEEN SPECIFIED FROM TYE ENTERPRISES REPRESENTING GOODMAN LUMBER. U ". ADDRESS: 924 COUNTRY CLUB DRIVE, HIGH POINT, NC 27262. ATTENTION: BARBARA TYE. In PHONE: 919-841-5590. -+ z " o O N iA W W. C C A C C A w > C N I L Q A A a 12 II ( I� �� 10 8 O F^ B II I 11 II J dul � III B �� I I B JOF — x \ M -- W N C z 14 \ 9 U) w \ —H c--- 13 C F C C C B — — — C �, m C v� 3 F I ---- B 4 z C II 3 ZII 6 z > .I I 1 I 2 E 5 G A � I I II KII B H > II z m — KINCAID GALLERY ENTRANCE KINCAID GALLERY ENTRANCE A A W zz z � W II Z O z rr STORE ENTRANCE O LA-z-BOY GALLERY WALL PLACEMENT LAYOUT & ELEVATION PLAN NOTE CONTRACTOR SHALL.BE RESPONSIBLE FOJ2r'ERIFICATION OF ALL EXISTING STRUCTURAL FIELD'DIMENSIONS AFFECTED BY RENOVATION OR NEW CONSTRUCTION. NOTE: ALL WALLS ARE TO BE CONSTRUCTED 8'-0" ; �C7 w O F W W M W BEDDING DEPARTMENT - W a z 0 z s' Z'•0 5' V. 2 0" z o 25'.0 IT-in a I 12 I P 10 3 kn S / 6•, N \ rill -, H� �4 �� 7 14 A 5' ! 13 ti>3 a a la-to" Nam_ 4'-3" 5'0" 8'-01, p 3 II z•• I o " N 6' 4 z �3r fib+ 4 F LJ �A•• 9 6 G I 1 � � m i I I( 2 5 o II MI K 15' 9" Ilo'3" N 3L3' Z" 6'•0" 12" 10'-q" — — — T — — — KI KINCAID GALLERY ENTRANCE INCAID GALLERY ENTRANC ; z° Q z I cc � II p Z rr STORE ENTRANCE I DIMENSION PLAN a 3 - NOTE: ALL DIMENSIONS ARE TO THE CENTER OF THE WALLS. NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING STRUCTURAL FIELD DIMENSIONS AFFECTED BY RENOVATION OR NEW CONSTRUCTION. NOTE: ALL WALLS ARE TO BE CONSTRUCTED W-0" LA-Z-BO•Y GALLERY Za ; 'R WED 1 4 : 2 3 R T DESIGN INC P F3 1 � y . PACE: ` 8Y: - DATE: f Jas: . ----�--- t JIL ING lEMS SUBJECT: } Y iE 3o icsf - ,, } ... . . S • '-- • - -•� ��. t G.G. � � " JYA f _ t �, �...�.,____...... .1�!.t-w.._._. �..._. fit_ � ... .`,�__._.. • � _� f �To� t _ kL Bc&r,-+v Lfrves 6ve, /�} = !Z .. p,` c tj - 3 V K , P I Al 01 APP - T - 93 W Erl 1 4 2 ? P T IDES I GN I NC P 0 -2 i 1 PAGE- f JOB: 93D39 BY: Btr N DATE: 3�3 BUILDING SYSTEMS SUBJECT: or �Tolsf RuviniN Pamile.l Rai-� ROC4. �YI�->r►'► --. ', 0rr/-'--)lfJ D -i�v� If t +" f DIST` Pe C}'1ri �Utur.._ --T-pf�-7 r--; �� — tea ��._._:_ f:_ •� � _.,�..�.._ .____...__.�..'�.....__y � � 1 ' Meshy I.� .,/9 -. ,. �29-. . k-►�� . � � c��._ _: � { ' i 77 i op ARR,— , — 97; LJF_ D 1 •4 : 24 F'_' T riE I31 GN I Fail P - � :' r PAGE. JOB: � BY: DATE: BUILDING SYSTEMS SUBJECT: _ Are.o. 9 2�Z Va ; z ?i ...... WO UN l ...i . . . - Z Z_�w ...... 3zmo �b 95 6S� ZD,,.S:. L, \A/C S 1 r• 1 ooc� .03 a d s� l6� x . �� r � c � . s ____,-fit..___--fl3�$ j _�.-.�-JSL ...�t��1S.....�..__�.�_C•��...J�!:.r�!:�_ � _�.� I IF Q 7 0o / d �,, j - , f3 � Sky L��f g ,• w ° � t , ` X Q . a � PF 7 — 'S ? WE: D 1 4 tee=. F, T DE ^ I CF-a I NC P 0S I } PA GE• �. 9303 9' e` JOB: BY: DATE. BUILDING SYSTEMS SUBJECT: IA- /00 j .. i000 1,' 3 L _ 7.3 (J -._..... I. .. _ ........ CLP I ..._. _ t ... _25 � -__,— — PAGE: 8Y: f�LN DATE: 3- BUILDING BUILDING SYSTEMS SUBJECT: IIv 5 i 15 } 3111, ! k I-No" ,'�6 {Y f ter -- x 4 _ 20 R- -r F? 0 7. PAGE: , j JOB: 3D BY: DATE: f-5-?-3 BUILDING SYSTEMS SUBJECT: 0' S y° 66�y �oi5f o x criov- � N�LrtU r� 10 i O Rood pur,1114s 5pa"ce , 4 -0 C. use, x off, Root C�irr�� . 4 -o c.c. p RE � E1V _ - N11ell L-oa r,( g $-S P�� - 72 0 ppR - B 1993 oV gVIL Use 3b,G �N �P�C .. �o�v� ��r L..�s� �od��. l7S,N PEG ri ►-„ ate — 7 wE � s 4 = 20 R T DEs = GH = 1-4C p 0s • PAGE: R JOB: 8Y: DATE: BUILDING SYSTEMS SUBJECT: P , CNN WCA r1 � F �V Or`� .��Y'G1GY (. TXTcr,`o•r- 1 l ANCA ' LDU.Cf �J (7iY-dcr 4v 5 �r) boc 4 G,M.U- Wc,1I EA-(2 8 N SPEC �_.�N7Cr'iUv' SV Dr'7' 61�1-cr . PP k LJsr- , 8 (710m4 -- - S-h�,i ML�Ib�► Mo y►mom Foy- ! ; %zru L s C a APR T 93 WE ]] 1 4 2S4 R -T IDES I GM I MC P k3 1 PAGE: JOB: BY: DATE: 'BUILDING SYSTEMS SUBJECT: �Esv w . &ftl�tr ary '.Tn Gf ............ I 4K=14 - r3�}Y, ti,.fn�s att, S�+O"N 'below I if E � f f .. - APR TWIN G►sv0 LNG p�P�' APR T 93 WELDMe DE: S I GFi I NC P 1 Ef t PAGE: t .pe * '~ JOB: 93D �1 BY: DATE: BUILDING SYSTEMS SUBJECT: + 2<. ;k 7 t i �'01 Lj ID" ti p� v l :s - T r i r P 1 11 APR i o IJED 1 4 = 1 R L F_ '_' I _, td I Fa f PAGE: JOB: �13D.3�I BY: t - -. DATE: BUILDING SYSTEMS SUBJECT: 04 , I+ s _ eq b may'.. _ S `�-, ____. _..__ �..� ._..-.—.., .._...43�.•._.^..'.�� —�-4_� •_'_—..� If _' t �� . .__..... .........._.. . f _...__..,...__.. ... i _... . ��--1__. _ _� FALLS 8%jjLOt.. __... .. r ! APR — 7 - 9 : WED 1 4 tit R T DE 1 I tar PAGE: rs �r, JOB: ��3� BY: .� 1}- DATE: BUILDING SYSTEMS SUBJECT: _ _ 1 'Roo ID V VR vtmo _ ...... _..__.-i_�isu1:01. __. ..._ c. � i •a"vr�ti►�� Y, fFF3� t A P.R 7 9 3' WED- -1'4 =, E ^ I r h•1 I hl C i PAGE: JOB: BY: DATE: BUILDING SYSTEMS SUBJECT: Or. SV it xg : yl VAV • ? APR -- i - '9L 14E: D 1 4 _ Z -4 FR T DES I GN I NC - P 14 PAGE: JOB: 93D3q BY: lk-11 DATE: BUILDING SYSTEMS SUBJECT: 4 1 tv OF I • t4 a - i AF' R ? - � 3 WED 1 4 C 3 -� A ,7 llES I GN 2 NC i AX <p 31 rip 1 BEC " ED pF IN FALLS CI BUILD N DEPT. l } APR — 7 _ 9Z WED 1 4 : 7? 5- R J LSE '= I Gf-a I H0 p _ I is PAGE: • 3 3°1BY: t N D ATE: 3' d"`'� JOB: _. ' BUILDING SYSTEMS SUBJECT: ►S i i j . .. � L��c �G .��Nis ._�. .....�';..'� . _�._ �.. ; --. --'-. ' —,_._•.a��:a�. .� ' LING � .... . _ .�•-1 � .-..�. ..:'..,'� •-�•-- -.._..._. _ f _..._.__.. � -- ,-- 7.1 I .. _.. ......... . ..,. ..._._.._...... .R E..�E IV E _-.- APR ' AL t a: is FR -T 3DESICf-4 e r PAGE: .. JOB: `g3oly BY: ig DATE: BUILDING SYSTEMS SUSJECTi , ir rs__— Dlv .t_ING.._... .. .L1NGS •s��' 42�G•�1vlDl� _._-. {_.�rv.�f:�» ..,__GbNc�y �.�...�.-cam .Y�-.......� Rio Pr�j w r t i _ I _ D% 1-7 w •� Ft 1 E am,,,..y �rorr, _..µ ._..__ �G 11...., _ �►,. _.. i.,_..FALLS ..,. .. f CITY D.F GcPT:—� f Y i AP P. - 7 - 93- WED 1 4 r F: J 1:1E s I F-a I He P . 1 8 PAGE: ' JOB: q,_._„ BY: t DATE: ^26-93 BUILDING SYSTEMS SUBJECT: �iracrs ..._: aN, NCG7�D�1 4lGi�ii Ysli t &r-Rer _..._ .. .. � ._ .... ..1. __...._•_ __ .._i.__.... � ........ __._._. _ � _._._.__. ._...-__ '� -IE V Y -IR.. IL ✓�. _ T APR_ — 7 -- •92F; LIED 1 4 L. .a P T DE S I rM I NC p _ 1 ca jt s PAGE: JOBS �30,�9 BY: DATE: rl�� x r BUILDING SYSTEMS SUBJECT: 44 jg of ' 1 ! � _, .. . � :. . _. ( . .. . -�. •ram_ � � f r t-} jl :4yDG�yp rvT GGtav_ r � naE't.)nl, y ; / y, el-et ON 45 4 t - :1 ✓.+.',�" ;Y.S. ��:I �.+ -:.. 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Ft 1... �. .. 8Ti'Am bf l LZ � P } b )INC � CE ED PR ,+ CITY OF TWIN FALLS-, ©opjjG DEPT• r / e If a l Lo < : y JOB NAME: 1/?_ V JOB # LOOEITION: _ _ �_ _ SHEET _ _ OF SU ESMAN: BY DATE: Fig c �; k' Q BOX 16€M3�-,2090 fi:CQLB ram# .41 _ ��'(2D$J8224931' �F19 ol ,� Fl FAX 122 44 t A � x A Limited Partnership, y �/ { j' , 7o In i y ` >s 1 //+. J //y •,,,wry - f+ ' a F 4 .x� C_��/ Ste:-S y 1 / { }} y .....- .,.... .� ..�:..,... _ ......::. :....:...... . ........ .....I.._. ._ ...: _.< .... ... ... ��. .. ... 5..-.eta ur+ w,1 t LIcr,.N51Li ARG141TECT i R 678 JERRIE W. ��✓ `'D ffra't^�:cap Ff0 t� E1VEp �t�= , _ APR 8 t} _ 1TY l fflo FA LOCATION: — SHEET l _�1LplNG BoTP BY DATE: T=FSM AN:`, -------_--_--. _.__---- K. .•x .#-; .,,s :.;. '��' ..1� �� 7 �,�` ��'a''� 4`$T�'1�,#ann., se .a {z; y�Hyr�r f��'.�,��.�.,.,p'�. .�'t.r `�k'?�A gl�y,"Xr'�$a�'fl�,�Vyk �'f•dn. �^.W,_rdy,�,.�i rYu-. r,, x ,,• "* f° •$. ,^� a. 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JOB NAME: -- JOB # LOCATION: SHEET _ OF v SALESMAN- BY DATE: ,:' t �M;� ""�"`� �i "'�"a.. ��a F�(' *„ray 'n��r*-^a 1 K"IY,`• �2f �'� f5�'.y�� '+ Py��' '`N � 1 d 1..�- ,h ^' ,v": t�� m"' '..��.vy�,�� a` .. �p� 7,ej•.� �u'�x#aL E,ws.S�... � �y��t� �p�r � �F�� .tiF:�' ,f�r,,;.: ravn� RE y�j uy *:. '` `A i' � �• 'it r. ' t r 11�'j' UN ltW� li��Xt .:. 9 �y&2•�q F k ,, ,'1�,„G to 5w � •'y� //`�� p[� y yyr�rr//��g ,y�y�i lt�tYy f'� x'f7vw•, r r '�,g�,"' :: ,,yk r�f ' a-t i V.L1�L1.1VV 7.��'ZU:fV A.COL�A'�M4 f5' ,th n �� "(ZOS)32? �331 ILL -: + x :. w,�f„vr �e'"' w' h$° '"`uq n x i �' 1 ,�.a; WIN _.. A Limited Partnership raw ° f3 � �' i.yem WA- , - Q 14 T S t L1 AR•678 C - i t , , s jt RIE .:._ ,_,'._ ._:.. _. .... ..��t' , ..:.,: - E. � lam•.� �+ �.�...,/ t/..... ... ��..�W".""-,., , j f I ' F Wr /M) 5a 5 X `� � f __. 7,1 _ 1 .�� dam'" .�.. l�s��"V ''ti''( l��/✓_ �p!/ SA,I( . ��t/ fA isles .,� . ..._..R E C: �I V D ?.�°2 .. APR - 8 '1993 t t � � y .`�� '.li a/� �f�DI�J.S � . ,�; � ��ltA-X- . -: � oFlrwiN F Ls ,Ak)e - i,ti i JOB I!I INAME: _ _ �— JOB # --_-_-- LOCATION: SHEET � OF ,. SALESMAN: __ BY _— ____--DATE: IlW`I OM(J�UI`+1'I A�IY (xI1�:v AL D1 t"ICF ' � P,(1�BOXI6b39'�9i1 S CUI.F(�•,709) �. �gtSF; )ATi(3 FI7i5 LAWell A Limited Partnership .' set �f I [ t 1. ,f E t , , 2/ x � - i�.� 42 • _ t_ .0 i s , k• _ r i t : , 1= , ��it �^'"-`•- , : � '• i / /'"� i { �i , F —� � , yc /r r. ------------ , 1 I F i D4 ,� �..�• . '�✓ ; As4C,f3lTECT , R E C E I V E = D t -APR 8 1993 . J CITY OF TWIN FALLS IfR�1E .YlotFC BUILDING DEPT. �•,m. rat weKa .rasNAME _ -=- --- Jos # ----- LOCATION`," SHEET OF S<'NLESMAN: .��_____ _ BY �_ DATE: f I �+,-a',�`'5, �� ".a"r r•r r,' 31� - ,�w t a 3 Tm v. '>2��x �'�'47 ,��gP��4�� TN1�RAiUi1NTALN'RDIOINAt11Da kY I BOX 160394090 4090 S COLE(83"r0 # � 1bAFIO$$?i5 r E } LA It , v � " s 1' A Limited Partnez ship 5 � f e ; a 5.1 00 71 • �f� Ua" Ufa t f 1 , i � 4 , V • 5✓- �F•* � f -.+ .,I..' 'fir .r /!!F �.V','.`t V._., .... t , , ; y j i f Y t } , r� C6I�6ED LI 7 RECEIVE 8 APR 1993 JERK f W. ate ffit �0 MA CITY OF TWIN FALLS BUILDING DEFT. .ram JOB NAME :- _ JOB # 11 - 1 { LOCATION:' _ SHEET ___ OF 5ALES:1iAN,., _.� BY DATE: � r� 1 RII Xh"CI, OUNTAIN ttEGtO zAL Ok 1 tCE G o BOx�i6O39-1600 s'CaLI t83701I r w } ,, ,NOISE,IDAII� 31U , {2 K �r ti A Limited Partnership ggl-e— lie ww i t , ! i , _ 4 I , i x J • F E R C E I V , APR - 8 1993 CITY OF TWIN FALLS' .._.. .. :. ... _., _. BUILDING DEPT. JOB NAME:; JOB # LOCATION: SHEET OF BY ----------- DATE: f M �^+ N. ? et, r ]iv i xiiiotr vTAt�t REGIw oflnu r P.0"Box16039 M9'JS;>QLF tg+ �s�=M, :',`,• " 90ISE,IDA11 83715ot tA _ " MA T 4X:tf18) 22 441 A Limited Partnership W Fj jf S r7MA ... ... .. ..... { t _ ,rrV WA�.�- �� •.��' _�� 1 _� _ /�a jai � � _ .._ 1�/ F �. F , F ,r f t _ l. t f D A R C,14 678 _ } RECE1 D i - : . _ l OL'FE t -APR g 1� 1 ER A E W.Nl ,. STATt CITY OF TWIN FJ S i . BU ILDING DEPT_ ' { JOB`NAME: _ JOB # blMATION: SHEET OF BY HATE: IM I �, INTEItb'IOUNTAIN P,EGIO,NAI;'OFFICF " �a. P.Q.BOX i6039=2690 S COI E{$310_ N BOISE IDAHO 837 I4 w w wu3 " (203)322 31AC 7 $ , + k ,J9+ k x A Limited Partnership rel ' op 002 ol ............ t r I f f f , .} C. . : I 7 V� , : , : ' ,,• / .� i i 1 �` .. L.I rs.6 1� S t�R�',14ITE 4. /71 JERRIE W.INLff WAIVE CIF 1VAN ,RECEIVED ._ » ;W3 CITY OF TWIN FALLS BUILDING DEPT. JOB NANIF _ JOB # {. IaOC.ATION: SHEET / OF BY _ _DATE: e.e z MAR 3 11993 t ��°a SU=LD=NG REACT=p1y'S 2 ' NQt,�tr¢ , t JOB NAME WI I��-oN - � C, tt ' . I r LOCATION TW i N JOB NUMBER 93 b3 Gtir r��p1NG p � k V h x .4ti Ls Y'E Y DESIGN CRITERIA L; � Roof Snow Load : 3b PSF Floor Live Load �sA �";,: , Roof Dead Load F'S F Floor Dead Load 't r Roof Collateral Load 6 PS F # MPH ) •_ Sa �Xp G Wind ( ( 1 MBM,A fA UBC �S'R�, 'Y Seismic Zone �a other Road LJ ni+s 3 (foI uMn/ NOTE• [, , y 1) All wind load reactions shown do not include any dead Lor r, collateral loads. lw 2) The foundation engineer is solely responsible for # � determining the applicable load combinations which will govern1 ; the design of the footings, foundations and piers. In addition, the foundation engineer is responsible for determining the required anchor bolt embedment lengths and ally details for the transfer of all applicable shear and tension loads to the concrete footings or g piers. nU 3 GEM Building Systems, Inc. uses the AISC formulas for < determining the required anchor bolt diameters. � formulas are based on a steel-to-steel shear These � k plane. If .the � foundation engineer chooses not to use an embedded shear plate in the concrete to transfer the required shear and tension loads to the foundation the engineer shall provide alternate details which will develope the full capacity of the anchor bolt. . 4) GEM Building Systems Inc. assumes no responsibility for the design of any of the concrete structure which supports the building. i PAGE: ` ,JOB: YY i lsoN B BY: 9t14 .DATE: 3-3n =q�� BUILDING SYSTEMS SUBJECT: x tick Fro mc. Rec(_r_fioNs r } 4�� se b� Qt t Framr- L.INL ,4 a L ...r.__+...-..._� ....w.'w..r.s..:+....._..u..r�._-n....-n..._.++....nv.w-.....«.....,........ ..,._w .'�..,.w_..a........._. _.rn.. n r .n. ..r.r M ��5", "�yTk To bear- ory 4y oP musonr� Wct11. a, t TOIJ Rcc(Lf ioNS- k "Y" �I x SrVow W � � x WI Na U p) P K C . . Ghcar IN +op o� Wc. r UsG _Tee __.ag ..._ Weld . _PIC, — D/z. FPLLS .. ��A GTE 0, 1 PAGE: JOB: 13D3�1 BY: BLIP DATE: BUILDING »SYSTEMS SUBJECT: Framc. L i wc. b, L, D ypVr hca.d _ k �c k k k k k t 10 �34 68 Ors — — -- + ro'` ;1o`` �- _ _ .... _._...._ _ ..----� S k k �.j n� Q,, _ �` J Q aka 'ai ` IYlS� ��ril�GS I� �� .1.N4cr-ior 6olu oS Ct�`c (�� 1�5. C�o�V�►�NS +� air a lO All EKirior 60JU NS GYc S 7:S_ C,,c7��fv�irv. ti . 444 � L � �•�'k� u TkIs r-ok)mN Loo-'d OGGUrS L1pVG5 �� ♦¢t ��Jx�r4.d��`2d x A ARC` � T° " F NI1N p G Gx gU11.D1N PAGE: 3 9 - JOB : 3 3D—l^ — -� BY. �L�f DATE. 3 ? BUILDING SYSTEMS SUBJECT: Framr_ L;rjc, Q Q — r G Uca.,-J Snow , k _t60E �6ak Pri4 L - - --- _. k . D 4'ViN� All Twfcrior a.rt- vs kv h4 4s r 19 r Of G11�DEP� ''s w i ON PAGE: r,q JOB: # r'I3Dz BY: 14 -DATE: 3-30-23 BUILDING SYSTEMS SUBJECT: Framc_ LI�JL No 6olumYv5 sar V W 77 csr, L ocj cive, dre c� V �J k Ec 354 35� 45N4w I 6 k i' WiNd �A� k Wrn�! Jo+�� Gv `>t'-� C.C_ {�ct.�.c_�on : _ .. .. '•5 dy I WI N r, W!rUd r. V_D Wcl�l Pict ds IN wA c f—D G. C_ Tv OF G QEpT. gV14QIN ' - 4 F PAGE: JOB: g3b3q , '} B Y: Bl._t1._ .DATE: BUILDING SYSTEMS SUBJECT: ! 3 �LJt�IQONG�- �DY`Y1C� �G GGtI �iN A 0 5 Now 112 a if ..q �y , k _ a � i FY ..:,._.�........_.._____O.__..._..,...__._..,........._._.., __. ....._.__�.__ _�.,.__.._,...Q._.__._._.�.___..__.�. ��. fir; i y �Zk Wed - S4 N i Way Cdlumlv4 JJ 0 a�p01Na