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PIZZA HUT/D' ANGELO i05 Canal Street Pizza HutlD'Angelo PERMIT MUST BE OBTAINED BEFD3B =-GiNNING WORK APPLICATION MUST BE SUBMITTED IN DUPLICATE , GIBE SET TO BE FILED WITH THE PLANNING DEPARTMENT, AND ONE SET (BEARING THE APPROVAL OF THE PLANNING ' DEPARTMENT) TO BE FILED WITH THE BUILDING INSPECTOR. Location, Ownership, and Detail Must be Correct , Coaplete arid Legible. Separate .Application Required for Every Sign, '�•' y` �a it �- r t Application Tor Permit Lo Erect a Sign Salem, 'Massachusetts !1� 19r TO THE BUILDING INSPECTOR: The undersigned hereby applies for a permit to Z/ Erect, _ Alter, _ Repair a sign on the following described building: Location and No. ST Zoning/District - Y Name of Property Owner �_ZZ T i Name of Sign Owner Addresses/// If Owner is a corporate body name of responsible officer�j� Name of Licensed Sign .Erector Salem Address License No. Use of Building: 1st Floor �p� 3rd_Floor 2nd Floor — 4th Floor Type of Sign: �/ Surface, _ Right Angles to Building, Free Standing, Other (specify) Height: Sign Materialsd6ii. _ c - Q17 TiG-J� s,yn �l v. sc� a _ z> :- Shen Dihensiorrst ��C- S i gn Area � SF i3 warms, ,zs z Existing �7_ S Signs '. Surface: C Sign Area SF in 9 Right Angles: —Sign Area SF Free-standing Sign Area SF Other Sign Area SF Signs to be Removed: Type /�/ SiArea SF gn Frontage: Building y�A f FT Property � FT Name and Address of Signature of Owner Insurance Company: ]ddressss ign u r e of Own s Authorized Representative Z Estimated Co � �y 1 5�7 17 of New WorkQ�(L Telephone �LSLY�1 APP! JVALS: Signature of Property Owner ✓ -� ;� - -- 1 ,n. 7no Uo.oartment Superintendent t 20t5 Historical orrrssror PLAN Ofi.LOT 'PLICATION FOR PERMIT FOR Show Location of Present Slructuro SHOW SIGN SIZE, COLOR AND LOCATION ON BUILDING ; ALTERATIONS, REPAIRS AND and Signs LOCATION OF OTHER SIGNS AND BUILDING ENTRANCE DEMOLITIONS ..LASS BUILDING y` LOCATION - - ..................... ; ........................................Ward................ ... .........................................................................CONDITIONS ; _ _ - - - ........................................... . .......................................................................... ........................ . ................................................ ........................................................................ ........................................................................ _ ... .. ' ...................................................................... . _ . _ . _ . _ _ . _ _ _ _ -.. . _ _ _. � _ .�_ . . _ . - .�. ._ _ `• _ - • - - Pcrrnit Grnntcd I� — .................................................... 17.......... ................. ............................................ s9 CITY OF SALEM, MASSACHUSETTS PLANNING DEPARTMENT : f GPDI}�- ONE SALEM GREEN 01970 f x )877) 744-4580 August 10, 1989 Mr. James F. Cooper Senior Regional Construction Engineer Pizza Hut, Inc. 27 Dublin Road Peabody, MA 01960 Dear Mr. Cooper: I am in receipt of your sign application for a Pizza Hut to be located at 105 Canal Street. - During my review process, there were several concerns I had regarding the signage at this ^; location. J 8'Le In light of these concerns, I would suggest that you call my office to schedule a meeting to discuss these issues. Thank you for your cooperation in this ! matter. S'ncer ly� Wi liam ster City Planner CM242 O P� -Hut Pizza Hut, Inc./584 Middletown Blvd./Bldg.A/Langhorne, PA 19047/Phone(215)752-9600/Telex(215)752-8843 September 22 , 1989 SEP 2 �3 1C189 William Luster City of Salem Planner 9U kdd �� Sa� n One Salem Green Salem, MA 01970 Re: Pizza Hut, 105 Canal St. , Salem, MA Dear Mr. Luster, With this letter, I am submitting revised plans showing the Pizza Hut exterior elevations. Please note that the roof letters have been eliminated, as you requested, and two Pizza Hut logo wall signs have been added to the front of the restaurant. These wall signs, the pole sign and directional signs that were submitted earlier, constitute the total sign package for this Pizza Hut restaurant. If I can be of any assistance in helping you expedite the approval process, please feel free to telephone me at ( 508 ) 535- 7240. Sincerely, James F. Cooper Sr. Regional Construction Engineer 9 P JAMES F. COOPER 1327 NINA-M. COOPER 27 DUBLIN RD. PEABODY, MA 01980 53-235/113 r� 12 �d or $ X23 BayBank 8ay8ank Middlesex Massachusetts �:Oii3'02.3571: 690 213 ' 008��Al 327 k � Hu n^ rfi5 4 p co #sus �f�^9z";'� �r n S`�las4�q% i, i INDIVIDUAL LETTER AREA IN SO.FT. p 1 7, 7, a - " u t TOTAL:' t 3.36 klP ROOF LETTERS - t tJST =E OXTAIL APPLIC'IT I017 !'.UST BE SUBI".ITTED IN DU?LICATE , CITE SET TO B FILED %JITH THE PLARI; II;G DEP .RTf5E11T, IND 017E SET (BEARI )IG T-"E R.PPP.OVAL OF THE PL"l "ING ' DEPAP,TI EENT) TO BE FILED WITH THE SUILDIIIG II;SPECTOR. =. Location, Ownership , and Detail Must be Corr=_ct , Complete and Legible. Separates.?plication Required for Every Sign. f' t' Erect a Sign ppl ica Lion nor Permit �o %i Salem, 'Massachusetts� 19_1 TO THE DUILDING IIiSPECTOR: The undersicned hereby applies for a perm. it to Erect, Alter , Repair a sign on t.`:e following described building: /O JrG���L Si Zoning/District Location and Ido. � - Name of Property Owner U/ Name of Sian Owner ��zc�A /'� U� QRZ Address / ���l��A� / S7 If Owner is a corporate body name of responsible officer Name of Licensed Sign .Erector Salem Address 57SDALTat//�1�1�� /',7`1-flEZ/210*O1aO1 License No. Resr�v U7 3re_Fiooi - Use of Building: 1st Floor 4th Floor 2/nd Floor � Type of Sion: ✓ Surface, Right Angles to Buildind , J- Free Standing, Other (specify) Height: �r /Vew ZWIV x,,406 ova Sicn Materials-I L��AN � � `U�/� �� - Sion Area SF Sien Dicensions � T � Sign Area s SF Surface: SFExisting Signs : —Sin Area Richt Angles: r/ Sign Area SF Free-standing Sly '7 Sign Area SF Other Sign Area SF Signs to be Removed: Type FT Property FT Frontage: Building Name and Address of Signature of Owner - Insurance Company: ' Signature of Owners Authorized Representative yery Address Estimated Cost Telephone of 17ew '..'oriu��— APPROVALS: Signature of Property Owner 4( Supe n--ent or St .:els Historical �or,�ission 7a-, rrment rime 4'fiA" 1r r ♦ � ?I 'ate Inn Rjs + _ oA - j p I n � n =,c a u CL • v 5-13/110 117 HAZEL WOOD HOPKINS 43 N. MAIN ST. PH.IFAX 508-835-4878 WEST BOYLSTON, MA 01+5830-1,127 PAY TO THE piL''✓`�� ' v $! �r Q`� _.... ORDER OF Q�2QO ryL�, ��Z7 DOLLARS Fleet Bank_ G� ,lid no MEMO 1:01i000i381: 93727 428P3,C3 0ii7 _ _I J� ptLANDSCAPE AREA 3/4' RAD. ASPHALT PAVING- 416i LEGEND CONCRETE CURB SEE SITE PLAN CONCRETE WALK 6" PIPE, 6'-0" LONG FILLED WITH CONC. (3'-6" BELOW GRADE). PIPE EXISTING RETAINING WALL PROPOSED CONCRETE SHALL BE PAINTED RED 17 PAVING PIZZA HUT, INC. S 89d 51 '32" W 5' TRASH ENCLOSURE PICK-UP # 4 0 3Y D.C. � PROPERTY LINE WINDOW S OOd 38'01" W 45.59' le (2) #4 REEtAR CONTIN. _ PAINTED H.C. SYMBOL l S OOd 38' 01" W 56.5' �w I - - - - SITE LIGHT FIXTURE I.' MIN. PICK-UP LANE l: J,. 9111 EAST DOUGLAS POST OFFICE BOX 428 CARRYOUT PARKING SIGN WICHITA. KANSAS 67201 45d CONCRETE STAND - UP CUR PAINTE CI�TI7 ARROWD DIRECTIONAL BY-PASS LANE o I 10' X 40' CONCRETE PAD 6" THICK PAINTED STRIPES Cb I 4 ® 9'=36' 12' O °D WITH 6 X 6 10/10 WWM TO DEFINE LANES N 11 I 13 LOOP DETECTOR: LOOP SHALL BE C BRICK WALL 6 x 6 10/10 W.W.M. 45d � - PRE-FAB TYPE. SEE BLDG. PLAN N � SPECS. FOR DETAILS, FIELD VERIFY Ln EXACT LOCATION OF LOOP DETECTOR N (LAY LOOP IN AS PAVING IS BEING POURED) b rn l a rn r " I cid a0 0 N PTHICKENED CONC. EDGE I ONT. ENLARGEMENT: PICK - UP WINDOW 00 o 4" The design and details 19' 14' 19' 24' 19' I I u disclosed herein are the TYP. STALL STRIPES I R 3 9 ER #4 0 ,'-o" O.C. exclusive property of II 6" CURB 2 PROPOSED 24' X 160' 2'-� Pizza Hut, Inc., and Shall INGRESS EGRESS EASEMENT not be copied or repro ® I n b #4 0 r-o' O.C. Z / b without in whole or win part TYP. CURB Oi ; — — — SITE DATA (3) #4 GOVT. without its prior written ® BEGIN NEW END PROPOSED K)1989 PIZZA HUT, INC. CURB ASPHALT PAVING BRICK ROWLOCK CAP 9111 E. DOUGLAS, (•) G. C. RESPONSIBLE FOR PROPOSED ASPHALT 1 . PIZZA HUT BLDG.: R39F'R'-SX VERIFYING FROST DEPTH PRIOR BOX 428 PAVING e ° 2. 43 PROPOSED PARKING SPACES 4 4' To CONSTRUCTION. WICHITA, KANSAS 67201 3. PROPERTY CONTAINS: 27,149 SQ.FT. y 15' WIDE CITY 4. PROPERTY SURVEY BY: HOFFMAN ENGINEERS MASONRY WALL W/STD. 1._q SEWER EASEME�T TROY, NEW YORK DUR-O-WALL AT ts' D.C. N NEW SECTION OF CHAINLINK 5. ZONING: B4, WHOLESALE AND AUTOMOTIVE . . . . . . . . . . . . . . . . . . . . . . . I . , _ FENCE, REUSE EXISTING FENCE 6. SOIL REPORT: EMPIRE SOILS RAMP CONC. To SLAB BASE " 5 ® 9' 11 .5'y 11 .5' THAT IS BEING REMOVED LATHAM, NEW YORK SECTION B I 45' —�,I�T 3 7. BLDG. SETBACKS: FRONT AND SIDE 0' z C4 a REAR 25' no m NOTES ELEVATION mi 6) in 10 o _ TYP. CURB w � � — — — — — — — — — — 1 . SEE SHEET 2 FOR GRADING AND DEMOLITION PLAN b a 6" 0 PIPE, 6-LONG, Q N w 2. SEE SHEET 3 FOR UTILITY AND SITE LIGHTING PLAN w v FILLED W/CONC. TOP 0 6'-0" HIGH R.S.C. GATES �- 3. NO. BOARD: N0. BOARD SHALL BE DUAL-FACED WITH t PIPE TO BE 4' ABOVE ON HEAVY GALV. STEEL FRAMES SLAB. (2) REDID. - W/LOCKING GATES (n TY IAGONAL STALL STRIPES SOUTH FACE RECEIVING AN ANTI-GLARE PANEL. W PART RED I 6 X 6 10/10 wWM Cf)NO. BOARD SHALL BE POLE MOUNTED. SEE I �— 6' CONCRETE SLAB WITH LNNLJ � ~ Lij ARCH. DRWGS. FOR SPECIFICATIONS. CE TO INTERIOR TO BE TROWELED 6 X 6 10/10 I L l Lj Ld ORDER 45' OF HIGH TEMPERATURE WIRE. i CEMENT, SMOOTH FlNIS b (n WALL FOUNDETAIL THICKENED EDGE H N0. ARD SEE b B SEE DETAIL -TRIC NED CONC. EXIST. WOOD FENCE I SEE DETAIL EDGE _ NOTES DIREC ONAL SIGN: 4. PAVING CONTRACTOR SHALL COORDINATE WITH IRRIGATION 4 CONC. BLOCK BOTH ACES "PICK-UP CONTRACTOR ON THE SIZE AND LOCATION OF IRRIGATION r — — — — — — — — — D J O �. 2 1/Y MINIMUM Q t` 3 (2) #4 CONT. WINDO SLEEVES UNDER PAVED AREAS. 4" GALV. STEEL POSTS = Q (n PICK-UP WINDOW I 4" FACE BRICK - TO MATCH BUILDING ENLARGEMENT . 1'-0' 1'-0 Q Q NOTE: THICKENED EDGE (� I NEW ASPHALT LEGAL DESCRIPTION 10'-0' - SEE SITE PLAN SHALL W CONSTRUCTED Q VERIFY PAVING IN EASEMENT AS SHOWN ON PLAN. 3'-3". I 19' 14' 10' 53'-9" 4'-6" AREA THE LAND IN SALEM WITH THE BUILDINGS THEREON SITUATED ON THE NORTHEASTERLY 25'-0" - SEE SITE PLAN ^ IV Q W 2 SIDE OF CANAL STREET AND DESCRIBED AS FOLLOWS: PLAN SECTION "A: I V J PIZZA H U T SOUTHWESTERLY BY CANAL STREET ON TWO COARSES, (1 .25) FEET AND (110.63) FEET; Q THICK NED EDGE WALK NORTHERLY BY LAND NOW OR FORMERLY OF TALBOT AND BY LAND BY LAND NOW OR 15' WIDE CITY OF FORMERLY OF BERNIER, ((282.03) FEET; EASTERLY BY LAND NOW OR FORMERLY OF LE BLANC, SALEM SEWER (45.59)FEET;SOUTHERLY (5) FEET; AGAIN EASTERLY (56.5) FEET; AGAIN SOUTHERLY (85.42) FEET; EASEMENT I /\ AGAIN EASTERLY (.5) fEET;AND AGAIN SOUTHERLY (157.02) FEET,MORE OR LESS. MAS 0 N RY D U M P ST E R ENCLOSURE AND PAD w TYP. : I (DEEP FOUNDATION) O 45d N SITE PREPARATION & EARTHWORK , NEW DRIVE APPROACH 0 SITE PREPARATION SHOULD BEGIN WITH THE REMOVAL OF ASPHALT PAVEMENT WHERE IT EXISTS;CLEARING AND GRUBBING OF TREES,AND THE ASPHALT SCORE CUT CURB W 2 e STRIPPING OF ANY VEGETATION, TOPSOIL OR OTHER SURFICIAL ORGANIC MATTER. THE EXISTING BUILDINGS SHOULD BE DEMOLISHED AND THEIR PAVING I 33,28 TYP, FLOOR SLABS AND FOUNDATIONS REMOVED IN THEIR ENTIRETY. SELECTED FILL CONSISTING OF SAND AND GRAVEL CONFORMING TO THE FOLLOWING N �8d 6-5 2'-6" LIMITS OF GRADATION SHOULD BE USED TO BACKFILL AREAS OF FOUNDATION REMOVAL. ° a- BEGIN 4' HIGH WOOD 2 �0 FENCE, 100' LONG DIRECTIONAL SIGN: TYP. EXISTING CURBING EAST FACE "THANK YOU SELECTED FILL r1l 3 CARRYOUT - � " DATE BY CHK'D PARKING SIGNS I WEST FACE "DO NOT ENTER" 6 Z 8' 0 f &k ' ; So' �E� SEIVE SIZE PERCENT FINER BY WEIGHT REVIS'D BY CHK'D NEW DRIVE APPROACH SSR 3/(��g9 GW. 3 GPNP� 4 INCH 100 6 X 6 10/10 W.W.M. /gyp g9 (5 [, �. NO, 40 20 TO 80 PROPOSED PYLON 6" I SIGN 3 NO. 200 0 TO 15 �I�* EXISTING PAVED e_' NOTE: TYP. WALK WIDTH SHALL BE 6'-6" = SIDEWALK TO BE REMOVED AND REPLACED TO CITY THE BACKFILL SHOULD BE PLACED IN MAXIMUM LOOSE LIFT THICKNESSES OF EIGHT (8) INCHES AND EACH LIFT BE COMPACTED TO A F- STANDARDS. ALONG PIZZA HUT FRONTAGE ONLY. DRY DENSITY OF AT LEASET 95 PERCENT OF ITS MAXIMUM DRY DENSITY AS DEFINED BY THE STANDARD PROCTOR COMPACTION TEST, 0 ASTM DESIGNATION D-698. O MATERIAL USED FOR GRADE INCREASES SHOULD CONSIST OF SELECTED FILL,PLACED AND COMPACTED AS RECOMMENDED ABOVE. PRIOR Z I TO ITS PLACEMENT, HOWEVER, THE ENTIRE SUBGRADE SHOULD BE PROOFROLLED USING A SMOOTH DRUM VIBRATORY ROLLER HAVING A SITE PLAN STATIC WEIGHT OF AT LEASTTEN (10) TONS. THE ROLLER SHOULD COMPLETE AT LEAST THREE (3) PASSES ACROSS THE SUBGRADE IN 4 THICKENED EDGE WALK SCALE. 1 " - 20 —O ' UNDERCH DIRECTION, UTAND STABILIZED THROUGH AND BACKFILLINGT THEANY AREA WITHICWELW COMPACTED SEALECTEDDFRLTHE PASSING ROLLER SHOULD BE � SHEET 1 OF 4 a e _ II r-" *T F ANCHOR BOLTS: 50 S0. FT. SIGN Li CA5=28L POLE: USE 5/8'• X 24" ON A 9" BOLT CIRCLE I '' CA5-28M POLE: USE 3/4" X 32" ON A 9" BOLT CIRCLE note: see site plan to determine the no. of fixtures per pole. (2) fixtures per pole requires CA5-28M y model pole. Bolts to extend 3" above conc. baseA oil _ CyIN CONC. PIER: ALL 1•• CHAMFER I e� J �J'� n,.� �• EXPOSED TO VIEW CONC. � �lt�tl�. PIZZA HUT, INC. GARDCO SITE LIGHTING LEGEND SURFACES SHALL BE RUBBED W/CARBORUNDUM N A (3 LOCATIONS) EH 1913-25OMH – BRA – MW* BRICK PAVING OR LANDSCAPING CA5 – 28M – D1 – BRA II'' B (2 LOCATIONS) EH 191 FM = 40OMH – BRA 6 #4 REBAR _ 9111 EAST DOUGLAS CA5 – 28M – D1 – BRA I b POST OFFICE BOX 428 WICHITA, KANSAS 67201 ff �' N C (1 LOCATION) EH 1913 – 40OMH – BRA 9 – #3 ® 14" 0. 19" BOLT CIRCLE I CA5 – 28M – D1 – BRA PLASTIC CONDUIT l I REFER TO SITE PLAN FOR C *MW = 10d UP–TILT BRACKET I{�---�I FIXTURE MOUNTING DIRECTION I I � I � � LEGEND I1 •-s" I W WATER LINE — -- -- -- DIA. G GAS LINE SITE LIGHTING CONCRETE BASE The design and details I E ELECTRIC ELEVATION SIDE disclosed herein are the B S SANITARYFOR USE WITH 28' POLES exclusive property of ( ) Pizza Hut, Inc., and shall I T TELEPHONE 3 P Y L O N SIGN not be copied or repro- TYPICAL SITE LIGHT cluced SS without its holewrittenrnart STORM SEWER ?j P ME GA. PAINT—LOCK consenM989PIZZAHUT, INC. POWER POLE b METAL � 9111 E. DOUGLAS, I SILK SCREEN COPY AND BOX 428 SITE LIGHT CAR 1/4" BORDER TO BE RED P NO WICHITA, KANSAS 67201 WHITE REFLECTIVE BACKGROUND GREASE TRAP " 9•-6" SCOTCHLITE" BY 03M" CO. GT — � 1 $•• b SECURE SIGN TO PIPE WITH (2) 1/4" DIA X 2 1/2- MACHINE BOLTS 2" RELIEF (CADMIUM PLATED) I VENT 1 1/2" DIA. SCHEDULE z I 40 CALV. PIPE NOW I I I I I O OSI 1" WASH o _ I o II I Q PROPOSED 2' DIA. UND GROUND — —I L_ b II I TELEPHONE CONDUIT WIT PULL — a0 – ` I I 09 T STRING I 10" DIA. CONCRETE Lij U) PLAN N FOOTING w w LLJ PROPOSED UNDERGROUND FINISH FLOOR +6' � (n ELECTRIC SERVICE a�] G EF I , I F7 1- 0' SANII L A VENT < RELIEF VENT ARY U 4 CARRYOUT PARKING SIGN = Q \\ B GT PROPOSED 2" GAS LINE o Z 0 i 3 U Q \ I T3,-0" N 0 \ I S MIN. 4'-0• 8" 18" 6 18" N J \ PIZZA HUT G MIN. 4" < II o PIPE EXISTING OVERHEAD \ I PROPOSED 1 1/2" WATER LINE ELECTRIC .� 5' EA. SIDE LLJ BLACK COPY A ENTER '� RED E TER BORDER O I\ E Q A / / MANHOLE DRAIN SECTION _� �— PROPOSED 6" DIA. _ EXISTING LE DIA. SAN. SEWER LINE I I — — _ / r — E&T STORM SEWER NOTES: BLACK WHITE 0 / RETAINER BACKGROUND / EXISTING SANITARY T / / 1 . CONCRETE: 3000 PSI ® 28 DAYS \ / / ��1 W G / / /6.-- SEWER MANHOLE REINFORCING STEEL: A615-40 FINISH b BLACK POLE-- W EXIST. SAN. SEWER LINE #5 ® 16" CTRS. EA.WAY IN INT. AND EXT. WALLS(DWL. ALL GRADE -i- \ CORNERS) CTR. ON WALL 5 / i EXISTING DRAIN #5 ® 12" CTRS. EA. WAY IN BOTTOM SLAB (3"CLEAR FROM BOTTOM) MANHOLE DATE BY CHK'D #5 ® 12" CTRS. EA. WAY IN TOP SLAB (2" CLEAR FROM BOTTOM EXISTING POWER / / / / 5 55 OF SLAB) ADD 1–#5 DIAGONAL 4 SIDES OF EACH MANHOLE FACE A FACE B ZlS 8Q Gk POLE — — — REVIS'D BY CHK'D G 2. MANHOLES SHALL BE CAST IRON FRAME WITH MINIMUM 20"COVER. 3. RELIEF VENTS SHALL BE 2" BETWEEN COMPARTMENTS AND TO ATMOS– 3�1' 0Q G(bj PHERE ABOVE ROOF, AND INSIDE BUILDING. PICK-uP PCK-uP errtrn O 55 / i i ' / / EXISTING 15" DIA. STORM SEWER mNoow wNoow l ONLY �� 4. THE CAPACITY FIGURES BELOW ARE APPROXIMATE: 125 CUBIC FEET HOLDING 750 POUNDS GREASE W G EXISTING 12" WATER LINE 375 G.P.M. FLOW art oo um n�wx 55 5. CLEAN–OUT SHALL BE TWO–WAY, LOCATED AS NEAR AS POSSIBLE TO onLr errt>a O O EXISTING 8" GAS LINE THE GREASE TRAP ON OUT FLOW LINE ABOVE SEAL. Of i / 1. VERIFY SIGN TEXT AND QUANTITY ON SITE PLAN. 0 GREASE TRAP 2. SIGNS ARE INTERNALLY ILLUMINATED, VERIFY POWER REQUIREMENTS. Z 2 SCALE: 1 " = 20'-0" UTILITY/SITE LIGHTING PLAN 3 (HEAVY DUTY TYPE) � DIRECTIONAL SIGNAGE 3 SHEET 3 a OF 4 -- - -- m. PIZZA HUT, INC. 9111 EAST DOUGLAS POST OFFICE BOX 428 WICHITA. KANSAS 67201 a 4 PREFlNISHED METAL ROOFlNG 12 s�— q The design and details disclosed herein are the exclusive property of Pizza Hut, Inc., and shall PREFlNISHED FASCIA t not be copied or repro- _ duced in whole or in part SIS .ED CU SM 1 T without its prior written 4 NO, 5! NG consent 01989 PIZZA HUT, INC. SMOOTH PLYWOOD SIDING 9111 E. DOUGLAS, BOX 428 L rtasuL GLASS WICHITA, KANSAS 67201 4 a 2 L d H PREFABRICATED17 EXTERIOR COOLER FACE BRICK VENEER PREFINISHED DOWNSPOUT PREFlNISHED DOWNSPOUT VERTICAL PATTERN SIDING J - - ' UJ AND DRY STORAGE ® LEFT ELEVATION! Uj w Cl) 1/4' - V-0' 0 1 3 a c V C"! IF U) Q ,t!j7Q�QErP1U3AP _N J N `f EL 120-10 1/4- L0 4 Q Q Z c Q G U � L0 w O J r Q IN RTE1n Ip EL 1114'!77'14' PREFlNISHED METAL ROOFING R1TH MATCHING ACCESSORIES N "ITE) P D V LLE F1 AS INC 12 PR NI G R 5 �h PITCH .BREAK �4 1 E �EL 108'-10' - EL 108' E'RING SMOOTH PLYWOOD SIDNG PIZZA H U T RESTAURANT FACE BRICK VENEER �S1,L 39 SERIES GLASS DATE BY C 'D F 01 0.1 89 P.H.I. REVIS'D BY CH 'D J7 ` 18 VERTICAL PATTERN SIDING17 ENTRY DOORS PREFlNISHED EXTERIOR COOLER J DOWNSPOUT AND DRY STORAGE © RIGHT ELEVATION 0 , J a 1 'w\I - lY. (r sp x J . 'W L ' PIZZA HUT, INC. 9111 EAST DOUGLAS POST OFFICE BOX 428 WICHITA. KANSAS 67201 ROOF BEYOND 5 PREFlNISHED ROOFING WITH MATCHING The design and details ACCESSORIES disclosed herein are the exclusive property of PREFINISHED GUTTER SMOOTH PLYWOOD SIDING (TYP.) Pizza Hut, Inc., and shall not be copied or repro- duced in whole or in part without its prior written Consent. 0989 PIZZA HUT, INC. c 9111 'E. DOUGLAS, — 12 BOX 428 WICHITA, KANSAS 67201 DOWNSPOUT - 0 0 O 10 PREFABRICATED / I NEWSER J EXTERIOR COOLER J A REAR ELEVATION H.M. DOOR AND FRAME DOWNSPOUT R E AND DRY STORAGE WITH SIDELIGHT CAI_ 0 1 3 G W LU LU � U J Q Q N Z N Q Q V TOP OF to P RAPET_Eh EL 120-10 1 4 J Q C INVERTED HIP EL 114-7 1 4 ROOF BEYOND PREFINISHED METAL ROOFING 6 rTrt MATCHING AccEssoRrEs PIZZA HUT r llfiPREFINISHED RESTAURANT GUTTER PITCH REAK_1!� � '�-'D -lF PREFlNISHED FASCIA TRUSS BFARRIG i SMOOTH PLYWOOD SIDING EL 108 39 SERIES FACE BRICK VENEER 2 MSUL GLASS SMOOTH PLYWD. SIDRIC DATE BY CHK'D - 4 6 INSUL CUSS 01 0.1 89 P.H.I. y ® 7 _ WINDOW SILL h REVIS'D BY CHK'D EL 103':4L i DOWNSPOUT TOPI IF -NMI OF SU18 EL 1 DO-0 VERTICAL PATTERN SIDING J 17 0 SAFETY RAIL 1 © 1F R 0 N T ELEVATION INTERNALLY ILLUMINATED MALL LOGO 1 -0 QITYPICAL - 13.78 TOTAL SO.FT.EACH 0 1 3 E l! 177, - SP w ff71 Uut PIZZA HUT, INC. 9111 EAST DOUGLAS POST OFFICE BOX 428 D1 21*-9 1/2-± 2'-0• WICHITA, KANSAS 67201 5 1 1/4• 5 1/2• 3• 3 1/2. 1 ! 4 1/4' � o o I I in 4 PREFlNISHED METAL ROOFING 12 5� 2 The design and details _ 10 /2 2' 2• disclosed herein are the exclusive property of Pizza Hut, Inc., and shall not be copied or repro- PREFlNISHED FASCIA 1 S1b1 duced In whole or in part P EF IS ED GU'TER SM 0 P YIN OD without its prior written T R OF NG SID NG consent. _ ©1989 PIZZA HUT, INC. SMOOTH PLYWOOD SIDING 9111 E. DOUGLAS, BOX 428 1 INSUL GLASS WICHITA, KANSAS 67201 I PREFABRICATED 17 15 EXTERIOR COOLER FACE BRICK VENEER PREFINISHED DOWNSPOUT PREFlNISHED DOWNSPOUT VERTICAL PATTERN SIDING - - AND DRY STORAGE 0 LEFT ELEVATION 2'ALETTERS 0• 1/4• 1'-0• 0 1 3 6 �J0P_4F�ARAPET EL 120'-10 1/4• BUILDIN INVERTED HE EL 114'-7 1/4 PREFlNISHED METAL ROOFING WITH MATCHING ACCESSORIES U DG Al' D y LLE AS ING N R HP 12 NI HE G R 5 1418 I CH BREAK EL 108'-10• 1� '-1 RING EL 1008 jT SMOOTH PLYWOOD SIDING P ZZA HUT RESTAURANT FACE BRICK VENEER INSUL. 39 GLASS SERIES DOW SILL O EL 103'-6• DATE BY C D 01 0.189 P.H.i. Tb O' SLAB EL 100'-0 REVIS'D BY CH 'D 15 VERTICAL PATTERN SIDING 17 ENTRY DOORS PREFlNISHED EXTERIOR COOLER DOWNSPOUT AND DRY STORAGE B RIGHT ELEVATION O 0 1 3 8 I ILL c [ii� P