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HomeMy WebLinkAbout2006-Building (plans) e OSHKOSH ON THE WATER Job Address 3110 PROGRESS DR CITY OF OSHKOSH No 120531 BUILDING PERMIT - APPLICATION AND RECORD Owner FOX CITIES CONSTRUCTION CO INC Create Date 07/14/2006 Designer Contractor FOX CITIES CONST CORP Category 209 - New Industrial Plan U6-75-0706 Type . Building o 8.ign o Canopy o Fence o Raze Zoning M3 Class of Const: 2Bibc Size 175x270 Finished/living Sq.Ft. 54330 Sq. Ft. Sq. Ft. Rooms Height 28 Ft. o Projection I Unfinished/Basement Bedrooms Stories Canopies Garage Baths Signs Foundation o Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier o Treated Wood . Other Occupancy Permit Required Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures Use/Nature [New Manufacturing Building. -Foundation Only. 175x270, 54330 sf. 2 Story Office-area. of Work HV AC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $175,000.00 Plan Approval $0.00 Permit Fee Paid $653.00 Park Dedication ...-~_._- $0.00 Final/O.P. 00/00/0000 -~-_.- Issued By: Date 07/14/2006 o Permit Voided I Parcelld # In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Address 4614 RED FOX RD Agent/Owner OSHKOSH WI 54904 - 0000 Telephone Number 235-8008 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. (a) CITY OF OSHKOSH No 120531 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 3110PROGRESS ST Owner FOX CITIES CONSTRUCTION CO INC Create Date 07/14/2006 Designer Contractor FOX CITIES CONST CORP Category 209 - New Industrial Plan U6-75 -0706 Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze I Zoning M3 Class of Const: 2Bibc Size 175x270 Unfinished /Basement Sq. Ft. Rooms Height 28 Ft. ❑ Projection Finished /Living 54330 Sq. Ft. Bedrooms Stories 1 Canopies Garage Sq. Ft. Baths Signs Foundation 0 Poured Concrete 0 Floating Slab 0 Pier • Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Required Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 1 Use /Nature New Manufacturing Building. Foundation Only. 175x270, 54330 sf. 2 Story Office area. of Work HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuatio ‘ 5,000.00 Plan Approval $0.00 Permit Fee Paid $653.00 Park Dedication $0.00 Issued By: Date 07/14/2006 Final /O.P. 00 /00 /0000 ❑ Permit Voided Parcel Id # In the performance of this work I agree to perform all work pursuant to rules goveming the described construction. While the City of Oshkosh has no a - .rity to enforce easement restrictions of which it is not a party, if you perform the work described in , ermit application i in an easement, the City strongly urges the permit applicant to contact the easement holder(s) an . - -cure any nece•s- a.,9rovals before starting such activity. Signature ,E,,_ Ak A 4 l Date 7– L 5 Agent/Owner Address R ED FOX D OSHKOSH WI 54904 - 0000 Telephone Number 235 -8008 To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (Le. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. C.) OSHKOSH GRADE STAKE FORM ON THE WATER Grade Stake Number 7380 Name FOX CITIES CONSTRUCTION CO INC Address 3111 PROGRESS ST Create Date 07/14/2006 Lot Block Ward Subdivision Zone Street Number Lot Dimensions Sidewalk Existing Building Grade Elevation Stakes Set At Site 07/14/2006 Set By Department of Public Works I, the undersigned, owner or agent of the above described property agree to have the grade established before excavation has commenced. • CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW - ZONING Location of Property: 3111 Progress Street (SE Femau & Progress) Date Rec'd: 06/15/06 Applicant Name: Jim Lefeber, Fox Cities Construction Phone: 920 - 235- 8008Fax: 920 - 235 -8700 Applicant Address: 4614 Red Fox Road City: Oshkosh State: WI Zip: 54904 Owner: Fox Cities Construction Parcel Number(s): 12- 2580 -0800 Zoning: M -3 Type of Construction: New 50,000 sq ft manufacturing bldg and associated improvements (Shallbetter, Inc.) Compliance Checklist Use Height Asset Landscaping Let-Width Front - et Pang Standards Lighting Lead Signage Let-Area Interier-Side-Sethack Fleedplaia wee Mechanical Screening Rear -Setback Trans. Yard Standard:, Var./CUP/PD n d..,.. i� ti rt Building-Area -Area Screening Other . Comments /Conditions 1. Located in Northwest Industrial Park. Requires Chamco sign -off. 2. Lighting must meet regulations of Section 30- 35(K), including but not limited to non - visible lighting elements. 3. Signage is not included in review. 4. NOTE: All mechanical equipment must be screened from view from any street or residentially zoned property per Section 30- 35(I)(5). Review Fee: $200.00 ❑ Approved © Approved w /Conditions ❑ Denied ❑ Hold Reviewed by: David Buck Review Date: 06/21/06 Please contact the Zoning Administrator at 920.236.5062 if you have any questions. REVIEW AUTHORITY As per Section 30 - Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. l:\Planning\David\Zoning Compliance Check ListsVune 061311 t Progress - shanbencr.doc COPY: Planning ^ - Applicant • Engineering Name Jim Lefeber, Fox Cities Const. Date Received 06/21/2006 OSHKOSH Address 4614 RED FOX ROAD OSHKOSH WI 54904 - ON THE WATER Job Address 3111 PROGRESS ST Plan Approval Number 1676 Date Approved 06/21/2006 Plan Fee Total $200.00 Zoning (242800 - 100-0740-4334-00000) Check # Cash Amount Received Received By Date 3 Z 3 I I J6/2 46 ,1•39 ND) 3 o.00 Lm Cjo YI N d LA- act C6. 3 2'st525�1 °E 25 x X. lea Ecuk .577EL POLE (2) 5BL 3ACK LIU x I_ , n (6) N NA'-'- YOUN7 a. 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F.ERNAU1,AVENU,,E k is A Proposed Building Finished Floor 782.5 G. �I F N 40 0 40 so N8?6 Scale: V = 40 EXISTING DETENTION POND LEGEND 0 EX-57ING CATCH BAS -4 EIU STi-,G ELECTR.0 PEDESTAL EY.I5TI'qG U%1EYFOLE v lRo!4 CA1jTICN BUR EDGASIJ-Z 2C WATER VALVE WATER VAI.HOLEIAR RELEASE 5 AJN - TAB Y klk-0 L E C 4% P R-D TV S ED F.N - 5 4t D G RAE E C00DILA EX Cr -170'�R S L7 FENCE DITCH CHECKS C I CH riy IM F,. f C jI CAR PARKING "U, -.1 TRUCK PARKING LOCATION SKETCH SIN, , 7 ION A,SF 3 2 —ECT ILI-- -C1.1 , A �s COPYRIGHT NOTICE Finrtrtj, r RADUP CONTRACTORS. I%o 1. pity L-" AJ d "i d d s —A —j— z 1, -­'. , ­1 th. "'e" d cal—Iol RADTKE CMIRAQTORS. !4C ti �� ��� M , T Ica a; z U) z 0 C: M w LI) a- co 2 Z Z::) L) 0 .0 coo C: 0 CV (D < U)zm • V) C ow o o p:z LLJ L) w -0 NU CA) LL T- o U) CID } ' 0 CD X M 0 wo C: ILL wLL M: 0 M F- CI LL 5 < co E2 4- Sheet 1 of 2 S-'. 1-40 April %. 2eC5 V.,.h.d 13y Pal P,,d-r- 61V R...-I Ap 1. R. 2, J,r.e a. 2006 J". 13. 200Cj5 ALTERNATE a' SILT FENCE 1W EROSION BALES AT TOE OF SLOPE - Li r OETIJL OF EROSION BALE INSTALLATION EROSION CONTROL CHANNEL CHANGE EROSION CONTROL ClTF RCEPTI:O EA'BAHA(uE1NT L Y,. SILT FERUTIE W TREI" DETAIL EROSION BALES ACROSS DITCH BOTTO EROSION BALES AT TOE OF SLOPE TYPICAL INSTALLATIONS OF EROSION BALES TRACKING MAT DETAIL CROSS - SECTION OF A PROPERLY INSTALLEO STRAW BALE =z".1 �pT + sr 1 1�� n an GENERAL NOTES: DETAIL OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SWILL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE LOCAL AND STATE AUTHORITIES. WHEN POSSIBLE THE 6I4T FENCE SHOULD BE CONSTRUCTED IN AN ARC OR HORSESHOE 8IL4PE, WITH THE ENDS POINTING UPSLOPE TO MAXIMIZE BOTH STRENGTH AND EFFECT VENESS. i. CROSS BRACE WITH 2' X 4' WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS AS DIRECTED BY THE ENGINEER OR OWNER. 2. MINMUM 14 GAGE WIRE REQUIRED, FOLD FABRIC 3 OVER THE WIRE AND STAPLE OR PLACE WIRE RINGS ON 12'C•C. 3. EXCAVATE A TRENCH A MRWAUM OF 4' WIDE 8 W DEEP TO BURY AND ANCHOR THE GEOTFXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND SACKFR.L A COMPACT TRENCH WITH EXCAVATED SOL. 4. WIRE SUPPORT FENCE SHALL BE 14 GAGE MINIMUM WOVEN WILE WITHA MAXIMUM MESH SPACING OF 6'. SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES ON WIRE RINGS AT 17 C - C. 5. GEOTEXTRE FABRIC SHALL BE REINFORCED WITHAN INDUSTRIAL POLYPROP NETTING WITH A MAXIMUM MESH SPACING OF 3+4' OR EQUAL A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED, B. STEEL POSTS SHALL BE STUDDED 'TEE'OR 'U' TYPE WITH A MINIMUM WEIGHT OF 1.28 LBSRIEAL FOOT (WITHOUT ANCHOR) . FIN ANCHORS SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS SHALL BE A MINIMUM SHE OF VOW OR 1 Ile %317 EXCEPT WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTNNO SRALL BE A MINIMUM SIZE OF 1 IfW X 1 178' OA7 OR HICKORY. ALTERNATES A IL B ARE EQUAL AND EITHER MAY BE USED. GENERAL NOTES: THE CA,NTRACTOR SHALL OBTAIN THE VASCONSIN CONSTRUCDDN SITE BEST MANAGEMENT HANDBOOK.' ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAMNTAINEO IN ACCORDANCE WITH THE HANDBOOK. ALL SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND INSTALLED PRIOR TO ANY EXCAVATION, GRADING, OR DISTURBANCE OF EXISTING SURFACE MATERIAL. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES SHALL BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. SEDIMENT CONTROL. MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY, AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED FOR INTEGRITY. ANY DAMAGED STRUCTURES SNALL!BE CORRECTED. SEDIMENT CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREAS SERVED HAVE ESTABLISHED VEQETATWE COVER. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF ANY LOCAL ANWDR. STATE REOUIREMEINTS. OVERLAND FLOW S}tALL BE PREVENTED FROM LEAVING THE WORTISHE BY INSTALLING STRAW BASES OR FILTER FABRIC FENCING PARALLEL TO THE CONTOURS LOCATED DOWNHILL FROM DIE WORK AREA BALES SHALL BE PLACED END TO END OR OVEJRLAPPINGAT RIGHT ANGLES TO THE DIRECTION OF FLOW AND FAR ENOUGH UP THE SIDES OF THE DITCH TO PREVENT ERODING AROUND ENDS. BALES SHALL BE PLACED WITH TWINE OR WIRES PARALLEL TO THE GROUND. STAKES TO BE BATTERED IN OPPOSITE DIRECTIONS. n ati rJUnce r. ar[+t r Na t six..,r yr.ir er.c>mr Dart ce.rp +z o.+oo. �+ wew w u r e - e. ..�rar LroT • r yr Ia ar nw�t nv -a.�N K rrp w aw on rows SECTION NEW OF INTEGRAL CURB REMOVAL Trvr 4 ev.A B/I ree+r " rES r r ri d an rtta L qr soo[y wva r7 +rmt vo v aw +smA v •wc�i L ur PLAN VIEW OF CURB REMOVAL FOR DRIVEWAY OPENINGS SC Ot� C JONNA NY O m relwr ` Wy � co H CD Z O U LL Co (D C z5 d W 0 ' cu Q 2 L'V fn Z m o co w yam—+ O Z O (n U v LL 3f C "= O O UT 0 0650 I lj LL z LL OU 7 Q fn 7 N Sheet 2 Of 2 No Mh' k woe Otllked or. Pall Pnde w Pr*c(Nu, biaT l REVISED J"B,m Are 13, mm ALTERNATE 'A' 2'3' 1.E STONE. IWRAVM W WHO OH AS$SOWH ON PLAR M UA1 iNW I B WIDE AND IT THKAC 2. TER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLAXAT STONE FABflIC SHALL HAVE HEP �� - � Morx xcnnn«.aava ROPEli B: A D GRAB B STRESTTIEOTH: 7201L 88 (ABTA 1116x$ N 0.10ULLE'!'NBURST:430 PSI MIN. (ASTMD4184 C.EWNALENTOPENHOSVBa44410 (USSTDSIEVE D.ELON3ATK)NATfALURE:80% (ASTMOIM E.PUNCTURESTRENOTH (A9TM S. ENTRANCE SHALL BE KiMTAINFO IN A OlM4NTIPN YrH" WILL PREVENT TRACK M3 OR FL. OF SEDBNEHT ONTO PUBLIC RXWO.OF -WAY. TMPMYFtEWIREPERIOMTOPORES $l?4W HADLKHONAL STONE AB DoNo xwS DEMAND ANWm REPAIR TM CLEAR OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. WHEELS SHALL BE CLEANED TO REW& MOMENT PRIOR TO ENTERING PUBLIC RIGHTS-OF-WAY- WHEN WASKM IS DONE, TT SFIAL.L BE DONE IN AN AREA STABILISED WITH STONE AM YA4Q1 DRAINS TO AN —_ ._— ..�._._. �._. -.�. N"OVEDSEDVREHTTAWMDEVTCE. 6, ALL SEDIMENT SPILLED. DROPPED, WASHED, OR TRACKED ONTO A PUBLIC RKiHTT #-WAY SHALL BE REYAMD W YEDLATT LY. 6. ACGE" PERMIT TO PUBLIC ROADS MUST B£ OBTAINED PRIOR TOOONSTRWPOM TRACKING MAT DETAIL CROSS - SECTION OF A PROPERLY INSTALLEO STRAW BALE =z".1 �pT + sr 1 1�� n an GENERAL NOTES: DETAIL OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SWILL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE LOCAL AND STATE AUTHORITIES. WHEN POSSIBLE THE 6I4T FENCE SHOULD BE CONSTRUCTED IN AN ARC OR HORSESHOE 8IL4PE, WITH THE ENDS POINTING UPSLOPE TO MAXIMIZE BOTH STRENGTH AND EFFECT VENESS. i. CROSS BRACE WITH 2' X 4' WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS AS DIRECTED BY THE ENGINEER OR OWNER. 2. MINMUM 14 GAGE WIRE REQUIRED, FOLD FABRIC 3 OVER THE WIRE AND STAPLE OR PLACE WIRE RINGS ON 12'C•C. 3. EXCAVATE A TRENCH A MRWAUM OF 4' WIDE 8 W DEEP TO BURY AND ANCHOR THE GEOTFXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND SACKFR.L A COMPACT TRENCH WITH EXCAVATED SOL. 4. WIRE SUPPORT FENCE SHALL BE 14 GAGE MINIMUM WOVEN WILE WITHA MAXIMUM MESH SPACING OF 6'. SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES ON WIRE RINGS AT 17 C - C. 5. GEOTEXTRE FABRIC SHALL BE REINFORCED WITHAN INDUSTRIAL POLYPROP NETTING WITH A MAXIMUM MESH SPACING OF 3+4' OR EQUAL A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED, B. STEEL POSTS SHALL BE STUDDED 'TEE'OR 'U' TYPE WITH A MINIMUM WEIGHT OF 1.28 LBSRIEAL FOOT (WITHOUT ANCHOR) . FIN ANCHORS SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS SHALL BE A MINIMUM SHE OF VOW OR 1 Ile %317 EXCEPT WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTNNO SRALL BE A MINIMUM SIZE OF 1 IfW X 1 178' OA7 OR HICKORY. ALTERNATES A IL B ARE EQUAL AND EITHER MAY BE USED. GENERAL NOTES: THE CA,NTRACTOR SHALL OBTAIN THE VASCONSIN CONSTRUCDDN SITE BEST MANAGEMENT HANDBOOK.' ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAMNTAINEO IN ACCORDANCE WITH THE HANDBOOK. ALL SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND INSTALLED PRIOR TO ANY EXCAVATION, GRADING, OR DISTURBANCE OF EXISTING SURFACE MATERIAL. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES SHALL BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. SEDIMENT CONTROL. MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY, AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED FOR INTEGRITY. ANY DAMAGED STRUCTURES SNALL!BE CORRECTED. SEDIMENT CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREAS SERVED HAVE ESTABLISHED VEQETATWE COVER. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF ANY LOCAL ANWDR. STATE REOUIREMEINTS. OVERLAND FLOW S}tALL BE PREVENTED FROM LEAVING THE WORTISHE BY INSTALLING STRAW BASES OR FILTER FABRIC FENCING PARALLEL TO THE CONTOURS LOCATED DOWNHILL FROM DIE WORK AREA BALES SHALL BE PLACED END TO END OR OVEJRLAPPINGAT RIGHT ANGLES TO THE DIRECTION OF FLOW AND FAR ENOUGH UP THE SIDES OF THE DITCH TO PREVENT ERODING AROUND ENDS. BALES SHALL BE PLACED WITH TWINE OR WIRES PARALLEL TO THE GROUND. STAKES TO BE BATTERED IN OPPOSITE DIRECTIONS. n ati rJUnce r. ar[+t r Na t six..,r yr.ir er.c>mr Dart ce.rp +z o.+oo. �+ wew w u r e - e. ..�rar LroT • r yr Ia ar nw�t nv -a.�N K rrp w aw on rows SECTION NEW OF INTEGRAL CURB REMOVAL Trvr 4 ev.A B/I ree+r " rES r r ri d an rtta L qr soo[y wva r7 +rmt vo v aw +smA v •wc�i L ur PLAN VIEW OF CURB REMOVAL FOR DRIVEWAY OPENINGS SC Ot� C JONNA NY O m relwr ` Wy � co H CD Z O U LL Co (D C z5 d W 0 ' cu Q 2 L'V fn Z m o co w yam—+ O Z O (n U v LL 3f C "= O O UT 0 0650 I lj LL z LL OU 7 Q fn 7 N Sheet 2 Of 2 No Mh' k woe Otllked or. Pall Pnde w Pr*c(Nu, biaT l REVISED J"B,m Are 13, mm ALTERNATE 'A' 113 EAVE HGT. HIGH SIDE 110' -8" TOP CMU WAINSCOT 104' -0' TOP CMU WAINSCOT � 123' -0" -- EAVE HGT. FIN. FLR. T.O. FOOTING PRELIMINARI PLAN DATE: y T 8.2 T T T T T T T T 123 -0" elk EAVE HGT. 104' -0" TOP CMU WAINSCOT 4 ' 100' -0" FIN. FLR. 2 §' -0' rl T.O. FOOTING EAST ELEVATION SCALE 3/32' =1' -0" 112' -8 1/8" EAVE HGT. LOW SIDE NORTH ELEVATION SCALE 3/32 " =1' -0" Y ° F AREA OF METAL BLOWOUT PANEL 12 � A•7 I T 123 —D" WE HGT. 4 WAINSCOT P _ CMU COURSE N. FLR. O FOOTING Q 112' -8 1/8" EAVE HGT- LOW SIDE 104' -0" TOP OF CMU COURSE r 100' -0" FIN. FLR. 98' -0" FIN. FLR. 92' -0" TOP FOOTING �i Z � ww Q CU LZ 4 Z Z W W � o rn z � Lu W ~ _ W W (n m O Z Z� O Q = O Cn O ,s s m W Q V °Lu U) _ Q U3 m W (n ) O 1 J cfo 0 Q O O Q Z = cr (Y 2 fY (n •• •. NORTH ELEVATION SCALE 3/32 " =1' -0" Y ° F AREA OF METAL BLOWOUT PANEL 12 � A•7 I T 123 —D" WE HGT. 4 WAINSCOT P _ CMU COURSE N. FLR. O FOOTING Q 112' -8 1/8" EAVE HGT- LOW SIDE 104' -0" TOP OF CMU COURSE r 100' -0" FIN. FLR. 98' -0" FIN. FLR. 92' -0" TOP FOOTING �i Z � ww Q CU LZ 4 Z Z W W � o rn z � Lu W ~ _ W W (n m O Z Z� O Q = O Cn O AVE HGT. ,s s m W Q V °Lu U) _ Q U3 m W (n ) O 1 J cfo 0 Q O O Q Z = cr (Y 2 fY (n L1J CL O O LL Z U I Z LL AVE HGT. -N4 -0" r0P CMU WAINSCOT *.,:&. CU DATE: .0. FOOTING (7 DESIGN NO.: Z 606110 Z SHEET W U X W o A2•0 "EUXIMARJr MAWIMG - NOT FOR C0#ffR(lCTl0# N (] Jr LII - �nvLV CMU (TV.) WEST ELEVATION SCALE 3/32 " =1' -0 Q A.2 A.7 I T T T 12 T T -- SOUTH ELEVATION SCALE 3/32 " =1' -0" ,s s m w Q V °Lu U) _ u,j U3 m W (n ) O 1 J cfo 0 Y O O Q O = cr (Y 2 fY (n 0(/') CL O -N4 -0" r0P CMU WAINSCOT *.,:&. CU DATE: .0. FOOTING (7 DESIGN NO.: Z 606110 Z SHEET W U X W o A2•0 "EUXIMARJr MAWIMG - NOT FOR C0#ffR(lCTl0# N (] Jr LII - �nvLV CMU (TV.) WEST ELEVATION SCALE 3/32 " =1' -0 Q A.2 A.7 I T T T 12 T T -- SOUTH ELEVATION SCALE 3/32 " =1' -0"