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HomeMy WebLinkAbout020_ Parking_GFA verification_Plans Total GFA=29,374 SF Office/Retail Office Floor Area Required Parking Standards Office 1/250 SF Retail Floor Area Retail Store 1/300SF 1st Floor Floor Area Removed Total GFA 29,374 SF Reductions Total 7,859 SF Revised GSF(Net) 21,515 SF Office 7,821 SF Retail 13,686 SF Parking Req. Office 31 Stalls 3 1 1 Retail 46 Slab 2 77 Stalls A302 A201 A301 A302 A B C D E F G H J K L M N O P O R S T U 2nd Floor 25z 0" GFA 11,939 SF x 3'-0" 1z-0" 12'-0' 1z-0" 1z-0" 12'-0' 1z-0" 1z-0" 12'-0' 7-0" 12'-0" 12'-0' 1z-0" 12'-0. 7-0" 1z-0" 12'-0' 1z-0" 1z-0" 12'-0' 7-0" 12'-0' 3'-( Reductions Total 5,819 SF A401 Revised GSF(Net) 6,120 SF w 1 Office f l t o Parking Req. 1 Office 24 Stalls LU 1 lR1 DISPATCH — STORAGE 0 / Z 1 I� I I IT CLOSET 4�f 519.4z sf HALL �f 4 Total Parking Req. 101 Stalls ; 12L W 1 BREAK ROoM 3o0 24,sf H 396�r e KITCHEN INDOW W 1 - DISPLAYEN SPLAYr 51,022.64sf 1,509.79 sfROOM R.R. R R. R. 1s69e sf ELECTRICAL AN. � ; 118 dJ I124 123 1R.F -1 1 A302 T-DEC --- 'v 2 SALES HALL RESTROOM MAIN STAIR 119370.15sfHALLSALES FLOORou"L HALLOTE LK REFO 596.7 sf /I I 1 LLdN 0 UP 1 V/ m 0 1 1 Oi 1 1 I I I I I W J - - - - - - - _ p o o Imo__ T_ 0 ,o ----- --- --- 2,651.96 sf ���� � 1 ca N I 1 � N ~ / 450-03 sf 1 Z 2 1 I 1 / I A202 33e.15 sr 1 C Z NOT FOR wALxwnvA GVL , CONSTRUCTION o - �LGDRADDNE --------.-------- W ENTRY L iF1 363.3�f i 1 1,093.32 sf 1 101 I RENISIONS T RUSK DEscwrmaN DATE r I i I 0O 1 1 a 1 Storaof 1 L 0 BOILER ROOM- :EGRESS c�g��t O STAIR VEST. - I I � I o Z o ' ® J 432.17 sf 1,738.82 sf L 100 1 1 l— EEEEE 1 > 1 z ¢ 1 1 J-----------' ———— -- '_17'G — — —————— ————— ---- CONSTRUCTION DOCUMENTS ¢ A403 �10 L. Prelarx"n,ea Dz2igoE D. A400 2'-0 r-o° z-o^ z'-o r-0" z-o^ 2'-0° iz�-0" 12'-T 12'-0^ 1z-o^ z-o° a-o° z-o^ Y 1z-o^ r-o° z-o^ z'-o T-D° 2'-D' D" N DMWN AND WRITTEN NFOR—ON A EPAINGEHALLNOTEEDUPLICATED, 25z-O" DISCLOSED OR OTHERWISE USED OF X A B C E F G H I J K L bM b0 P O R S T U V W m THOUiu EACH ECTU EEENi —� sneer Name FIRST FLOOR PLAN a u, Azo1 r, 0 FIRST FLOOR PLAN A101 3/32"=1'-0" A101 a PLAN NORTH Office/Retail 17,170-5230= GFA=11,939 SF Required Parking Standards Office 1/250 SF Office Floor Area Retail Store 1/300SF 1st Floor Floor Area Removed Total GFA 29,374 SF Reductions Total 7,859 SF Revised GSF(Net) 21,515 SF Office 7,821 SF Retail 13,686 SF Parking Req. Office 31 Stalls 1 1 � Retail 46 Slab 3 2 77 Stalls A302 A206 A201 A301 A302 X 0" 12'-0" B 12'-0' C 12'-0" D 12'-0" E 12'-0" F 2'-0"Uj G 12'-0" H 12'-0" I 12'-0" J 12'-0" K 12'-0" L 10'-31/2'1'-8M2" 12'-0" N 12'-0" O 12'-0" P 12'-0" Q 12'-0" R 12'-0" S 12'-0" T 12'-0" U 12'-0" 3'_ 2nd Floor K 25Y O" GFA 11,939 SF H Reductions Total 5,819 SF U 111 1 1 = A404 A406 Revised GSF(Net) 6,120 SF Office ----- ---- ------------- - 1 O Parking Req. z 1 Office 24 Stalls Z LU I 1 1JAN.CLOSET 1 1 1 217 ATTIC SPACE 1 1 1 19672 f Total Parking Req. 101 Stalls 1 OFFICE CONFERENCE ].02 sf OFFICE OFFICE OFFICE OFFICE 1 BRERFA R.R. 1 2,0 'sY' 218 1 211 212 213: '214 215 1 216 1 219 1 = 1 1�is sf IT ROOM CONFERENCE 1 1 V 221 1 1 880.3fi sf I 1 1 1 li. 1 ALCOVE NORTH HALL 222 _--__—!, 1 p 1 1 r W GO \ J f I 224 A302 II LU 2 e ' 1 1-- L_ — ---- I 1 MAIN STAIR w ENTRY CANOPY, 1 _ REF 21A202 O I 1 I Q OILILI - ----'__------�------�------�--------------�-j----�------��� A303 m v) W I I HALL -— Q ' ---µ------- za9 ------ ------------- ------- -'- ---17,169.82sf------------ --- 1 2 0 0 E DE9�f— co1 BRIDG Z E 1 IIII {II Z 2 1 �— �— —\--�-- 225 SKY i \` WEX TO BELOW/I'/ // AZOZ U 1 1 11I NOT FOR CONSTRUCTION Z I I I I I c \ \ ---- ---- -- -- = _ -_-- - - 0 3 - -- - REMEIDNE DEBGwBTIOH DATE a I 1D sf LIFT SOUTH HALL 1.aBt.l sf s.D9 I �- in 223 11 p 1 I F 1 EGRESS S AIR fl.FT 1 1 1 ® JLDN of Z 1 I 1 I IZyI I I'r ROOM OFFICE OFFICE OFFICE OFFICE OFFICE OM80 sf OPEN OFFICE 1 i 1-207 1 206 205 204 203 202 201 I �200 1 SOFFIT Z z 4 - 4 --------------------------------- -- ----------------� ----- ------ ------------------ 5---------- ------ ------ ------- CONSTRUCTION DOCUMENTS Z P�olavNemee, 0z2— Q 1 y 2 Y roDEAnwcAND NDTEE DDPUDATED A405 �� A406 za L 1'-0" 12�-0" 12'-0' 12'-0" 12'-0" WN AND WRITTEN INFORMATION 252-0" DISCLOSED OR OTHERWISE USED THOUTu EACH ECN ENEENi X A B E F G H I J K L M N O P O R S T U V W se n N me SECOND FLOOR PLAN a A201 0 SECOND FLOOR PLAN A112 3/32"=1'-0" A102 a PLAN NORTH GENERAL SHEET NOTES 2 2 1 A301 A201 Truss Building A. PROVIDE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER A301 �\ �\ CABINETS AS SHOWN/SPECIFIED.COORDINATEFINAL 1 2 3 4 ) 5 ) 6 7 6 Required Parking Standards LOCSEEATIONS 003FORITH ALL PA MARSHALL. Office 1/250 SF B. SEE A003 FOR ALL FINISHES OF IN WALL ERIOR WALLS T TYPES. REF.PEMB FOR MTL BUILDING DI S ALL FRAMING AND FINISHES C INTERIOR WALLS TO EXTEND 1 space per 1,000 square TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED feet of floor area,plus 1 OTHERWISE, C. SEE AD01 FOR DETAILED INFORMATION ON DIMENSIONING 3'-0" 27'-81/2" 30'-81/2" CZ-5" 28'-31/2" L 30'-81/2" 30'-81/2" 3'-0" 27'-81/2" Manufacturing and space per 2 employees on D. DASHED BOXES AND CIRCLES SHOW CLEAR FLOOR AREA. Industrial maximum working shift DASHED AREAS ARE FOR REFERENCE AND NOT ALL ARE SHOWN E. CONTRACTOR TO COORDINATE ADDITIONAL FRAMING WITH DOWNSPOUT BY PEMB, STL PIPE BOLLARD EXTERIOR CLADDING ATTACHMENTS AND FASTENERS TYP 14 DOOR BY PEMB 1rSTL PIPE BOLLARD OOR BY PEMB F. FOR DOOR OPENING DIMENSIONS SEE DOOR SCHEDULE IN A403 EWi OVHD BY OWNER 1 A600 SHEETS 10A BY PEMB ,101N yb OVHD,B'OWNER 15t Floor G. SEEA600TONS: FOR FINISH SCHEDULETH A — — Total GFA 54,033 SF H. ABBREVIATIONS:REFERENCED FROM THE CONSTRUCTION R R. a I 101 972 3a f 101E SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM t03} TERMSAND ABBREVIATIONS MODULE,REFER TO SHEET w Reductions Total 14,856 SF A001-ARCHITECTUAL GENERAL NOTES. o Z I. CONTRACTOR TO FEILD VERIFY ALL FOUNDATION AND sfi].as ar —— 3 MECH. i�O Revised GSF 39,177 SF FOOTING HEIGHTS. 00z ....._ o y J. CONTRACTOR TO COORDINATE ALL SITE DRAINAGE. IW-4 °o K. ALL STRUCTURAL ELEMENTS ARE TO BE REVIEWED BY A Parking Req. LICENSED STRUCTURAL ENGINEER. - > L. EXTERIOR BUILIDNG DIMENSIONS ARE TO GRID CENTERLINE, O Manufacturing and EXTERIORF.O.SHEATHING/OUTSIDE FACE OF FOUNDATION. A.1 — F Industrial 39 Stalls MDIMENSIONSARE TO GRID CENTERLINE,FACEOFCONCRETE STL PIPE BOLLARD Shift Emolovees=10 @ Stalls WALL OR FACE OF STUD AS APPLICABLE,UNLESS NOTED 17.23 sfOTHERWISE D Total 44 Stalls N. ALLGRIDSAREBYPEMB MANUFACTURER,VERIFY GRIDS °1 EWi AND DIMENSIONS WITH PEMB DRAWINGS 2ntl Floor 0. ALL INTERIOR DOORS ARE 41/2"AWAY FROM ADJACENT A 2 — > BY PEMB — — — CONTRACTOR ONTRPERPINDICULART STUD,UNLESS SPECIFICALLY DIMENSIONED. --o GFA 597 SF P. WITH ARCTORTOFO ANYFTEALLH NC.COORDINATE WITH ARCHITECT FOR ANY FLOOR PLAN CHANGES. O LU Q. CONTRACTOR TO COORDINATE ALL ELECTRICAL STL PIPE BOLLARD Reductions Total 91 SF REQUIREMENTS. a1z 7 sf R. CONTRACTOR TO COORDINATE ALL STRUCTURAL SHEAR T w - - - - - - REQUIREMENTS W/ALICENSED STRUCTURAL ENGINEER. i H Revised GSF 5065E S. REFER TO ARCHITECTURAL SHEET SERIES 200 EXTERIOR U ELEVATIONS FOR THE IDENTIFICATION OF VARIOUS EXTERIOR WALL MATERIAL TYPES,LOCATIONS,AND 4 I : Parking Req. EXTENTS. v Office 2 Stalls T. COORDINATE T.O.FOUNDATION WALL AND FINISH FLOORING WITH NEW GRADE. o — LU w LU Total Parking Req. 46 Stallsco U _ 'o LL CD W LU F- 4 DOORBYPEMB —. �. rn •. . Q O = 1 TRUSS 0 G A201 MANUFACTURING z 1 G � z t z A201 Y O 9 — _ ........... 47D. 7x 03 sf .......... _ —....2994 sf LO Q LU mo I I m F m m O a OOR BY PEMB w 3 LL i O Cn Q o A301 W i Z Q � W LU z ED i] QO I 3 STL PIPE BOLLARD " 0 �O 86 H 0` 27116 2t5659 sf ro �. C; DOOR BY PE B a STL PIPE BOLLARD�.�,o I l j EW1 BY PEMB .3 -- m Z1,311.38 sf m 1 Q t 04A o OVHD,B OWNER CD 3 54,033.05 sf T O ¶ ¶ ¶ ¶ ¶ ¶ Q Q CYBER SAW = iJIF iJIF iJIF iJl� iJl�illF illF iLF 104 z a7 7 7 'Y 14 A3o1 r. I — — — — — — — — — — — Z - - - - - 01 6.7 a BY PEMB O EW EW1 1 K BY PEMB BY PE B SS=� 5._0. 14'_3'• Z 819.8 If Z __---_____ C 1 —T 101J C _ 1 01YHD,BY OW NE DOWNSPOUT BY PEMB, BREAK^ 1 TL PIPE BOLLARD TYP. QBY PEMB i,z12[w ^I IDS 3 ; BY PEMB DOOR BY PEMB j ' Aao1 — — — — KEYPLAN CONSTRUCTION DOCUMENTS ___________�_ _________ ��m• \"9/ `N�` r,"I�a"mear wzm9 1 -0" 14'- 0 '7 nu oanwN nno wxnrEN wvoxr-ID I EFAINGSH0-10EGU"LICATEO, 0 � Q REF.PEMB FOR MTL BUILDING DIMS A oiscroseo ox oTxrx eo m.xouT>z E�cIRirtEcTuR111 1 2 2.9 3 4 5 5.1 6 7 8 9 ae �� sntti wm" ap FIRST FLOOR PLAN 3 0 A201 o TRUSS BUILDING-LEVEL 1BUILDING-LEVEL 1 o A101 1116"=1'-0" N PLAN NORTH A101 v Truss Building Required Parking Standards 3 2 2.9 3 A4 4 5 5.1 Office 1/250 SF 21 A3p1 1 space per 1,000 square feet of floor area,plus 1 4'-6" 18'-21/2" L 8'-0" Manufacturing and space per 2 employees on Industrial maximum working shift I I I I I ___________________________— 1st Floor l � Total SEA 54,033 SF C 'B'Iz_o- �2 R 1 I Reductions Total 14,856SF EWi EW1 BY PEMB 1 - 1 A422 Revised GSF 39,177 SF 204 1 M I /• ao I I Parking Req. Manufacturing and Industrial 39 Stalls 4'-0" ShiffEmolovees=l0 g Stalls IW2-0 m OFFICE Total 44 Stalls 2 33 2% 2nd Floor 596.42 sf '` A421 GFA 597 SF OFFICE w 12011 OPEN TO BELOW IT CLOSET O N I - 202 Reductions Total 91 SF T U 2 Revised GSF 506 SF 'w U V, ' Parking Req. v Office 2 StaOs V O BY PEMB EW1 LU BY PEMB Total Parking Req. 46 Stalls In Li O D LF — D Z A A A A w N F EWi ii C w BY PEMB W 15'-21/2" 7'-9" 7'-9" 15'-21/2" 7'-9" W U 12'-31/2" 8'-0' 13'-5" 30'-81/2" 1'-4 H � H w 2.9 3 4 5 5.1 J Q `o 0- r� GO NORTH _ L W -2 ) MEZZANINE-OFFICES Z o > � o A401 1/4"=1'-0" Z Z O C� Z < C W W V) 0 0 2.9 3 U 3 1 Y a A421 A421 0 w 11'-101/2" 11'-11112' 8-101/2" L 3'-0" 14'-8' T-6' m H 1 VERIFY WITH STAIR DIMENSIONS Z A403 0 Q �_ ____ ________ ____________ __ I Z 1 n u n FE CABINE Q EW1 1 0 0 0 0 0 Iliil li UP EW1 O 1 IW1-4 IW1-4 ill ii ii - ° BY PEMB 2 1 i1 n n Zi O 1 R.R. C7 ¢Z 1 IW2-0 i 1 CG-1 CG-1 U w m 3 6 d ' 1 a 1 12 1 Y O 2 A403 8 .� "i_ ___ _ IW2-4 1 0 O 2 05 4�. 1 A4033 71 I A403 BREAK - A421 K _ R. 4 i 1 h/ 3 EDGE OF MEZZANINE ABOVE ZEWi 1 - _-` w BY PEMB HTi I 12"x 12"x72"DOUBLE TE TE I TIER LOCKERS it, 106A_ 1 CG-1 06� EWi 1 1 "---- BYPEMB Q 1 ¢ IW2E IW2-6 ' DID Z 1 HALL 1 ADA LOCKER BENC Z' in o � i i ADA LOCKER l � LOCATION 1 4 IWi-0 IWi-4 Q 1"FROM MTL STRUCTURE I a w x IW1-0 81. I J M CONSTRUCTION DOCUMENTS DOOR BY PEMB -- D 1 105A D wolar .hl —A AO a- A s I A s u B S-S w.zzzo EW1 NLERRING AND SHAWRRTEN wFORNATED DOD BV PEMB BYPEMB cPEnnlecsaOR eo*RYSEEUSED A DISCLOTHE ROTHERWISEENT 22'-11112' 7' 5'-3" 14'-21/2" 8'-8" vnTa 46AACHREcm�sErvTw 1'-4" 30'-8 1/2" 30-81/2" 1'-4 sntti wme ENLARGED FLOOR PLANS I I I I I 77 a 0 2.9 36m 6m5 5.1 <V N NOR LEVEL 1 -BREAK AREA v A401 1/4"=1'-0" A401 GENERAL SHEET NOTES A. PROVIDE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS AS SHOWN I SPECIFIED.COORDINATE FINAL LOCATIONS WITH FIRE MARSHALL. B. SEE A003 FOR ALL PARTITION AND WALL ASSEMBLY TYPES. ALL FRAMING AND FINISHES OF INTERIOR WALLS TO EXTEND 1 TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. A201 C. SEE A001 FOR DETAILED INFORMATION ON DIMENSIONING D. DASHED BOXES AND CIRCLES SHOW CLEAR FLOOR AREA. 3 1 DASHED AREAS ARE FOR REFERENCE AND NOT ALL ARE A301 A301 SHOWN E. CONTRACTOR TO COORDINATE ADDITIONAL FRAMING WITH T T T g EXTERIOR CLADDING ATTACHMENTS AND FASTENERS 4/ F. FOR DOOR OPENING DIMENSIONS SEE DOOR SCHEDULE IN A600 SHEETS G. SEE A600 SHEETS FOR FINISH SCHEDULE REF.TO PEMB FOR MTL BUILDING DIMS H. ABBREVIATIONS:REFERENCED FROM THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM TERMS AND ABBREVIATIONS MODULE.REFER TO SHEET 22'-6" 2'-6! A001-ARCHITECTUAL GENERAL NOTES. I. CONTRACTOR TO FOLD VERIFY ALL FOUNDATION AND FOOTING HEIGHTS. J. CONTRACTORTOCO ORDINATE ALL SITE DRAINAGE. K. ALL STRUCTURAL ELEMENTS ARE TO BE REVIEWED BY LICENSED STRUCTURAL ENGINEER. L. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, DOOR BY PEMB EXTERIOR F.O.SHEATHING/OUTSIDE FACE OF FOUNDATION. M. DIMENSIONS ARE TO GRID CENTERLINE,FACE OF CONCRETE EWi DOW NSPOUT BY PEMB, WALL OR ROTHERWIFACE OF STUD AS APPLICABLE,UNLESS NOTED BY SE PEMB TYP. N. ALL INTERIOR DOORS ARE 41/2'AWAY FROM ADJACENT A _ _ _ _ A PERPINDICULAR STUD,UNLESS SPECIFICALLY DIMENSIONED. 101A 0. CONTRACTOR TO COORDINATE ALL HVAC.COORDINATE WITH ARCHITECT FOR ANY FLOOR PLAN CHANGES. P. CONTRACTORTO COORDINATE ALL ELECTRICAL REQUIREMENTS. w Q. CONTRACTOR TO COORDINATE ALL STRUCTURAL SHEAR REQUIREMENTS W/A LICENSED STRUCTURAL ENGINEER. w R. REFER TO ARCHITECTURAL SHEET SERIES 200 EXTERIOR Q ELEVATIONS FOR THE IDENTIFICATION OF VARIOUS EXTERIOR WALL MATERIAL TYPES,LOCATIONS,AND EXTENTS. S. COORDINATE T.O.FOUNDATION WALL AND FINISH FLOORING O STL PIPE BOLLARD B WITH NEW GRADE. tL STL PIPE BOLLARD •••...M... co LU O z w T 3 3 i m o0 0� H LU m m N ~ W U o z ° o z Drive-Thru Building Q H A301 0-1 A301 Y Total GFA 14,546 SF w Reductions 14,546 SF Q Q � :D C — — o — — — — — — - — — — � — — — — — — — — — — — — C r`G Go ��'VVV////// LO Do Do Revised GSF 0 SF ' � j w S S L O c7 O Parking Req. '0: g Z O z 14,30�.e2sr DRIVE z 0 EWi 0 Storage 0 Stalls Cn Q C3 m BY PEMB THRU m Total 0 Stalls Z Q W w EW1 Y W OJ 4 101 BY PEMB A201 C� m 14074 SF o Az01 m m p m 0OR BY PEMB w Total Parking Req. OStalls w a a U '7 STL PIPE BOLLARD O Or w STL PIPE BOLLARDca F Z Q 2 rY K CD DO Z Z Y O LL00 � Q Q NOT FOR _ CONSTRUCTION o 0 z z 0 cD z � DOOR BY PEMB z 0 o - 01C m H — — ozB 0 EW1 DOOR BY PEMB STORAGE z DOWNSPOUT BY PEMB, BY PEMB 0-2 EWi 1 I61 st PE TYP. Sr � PEMB BY PEMB 210 SF z — — — - — — — — — — — — — — — - — — — — ozA — — J z � I I I I I I I EW1 I BY PEMB 0 90%CONSTRUCTION OCUMENTS Q Proecl Number —A 22'-6„ r"sue 4'"6" B'"0" T"s" a:z.p AP oxnvm AND wxmEx wroxreAnox ESCLOSED OR NOTEEDUP RYSEE ICATEO, REF.TO PEMB FOR MTL BUILDING DIMS DISCLOSED ooa oTxexmsEUseo m.xou.0 CHREcru E 3 1 1 2 3 4 A301 5 6 7 A3D1 8 sntti wm" FIRST FLOOR PLAN 2 a A2o1 N NORTH a DRIVE-THRU BUILDING WILL CALL -LEVEL 1 o A101 1/8"=1'-0" A101 GENERAL SHEET NOTES A. PROVIDE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS AS SHOWN/SPECIFIED.COORDINATEFINAL LOCATIONS WITH FIRE MARSHALL. B. SEE A003 FOR ALL PARTITION AND WALL ASSEMBLY TYPES. Sheet Rock Building ALL FRAMING AND FINISHES OF INTERIOR WALLS TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE, Required Parking Standards C. SEE A001 FOR DETAILED INFORMATION ON DIMENSIONING Office 1/250SF D. DASHED BOXES AND CIRCLES SHOW CLEAR FLOOR AREA. DASHED AREAS ARE FOR REFERENCE AND NOT ALL ARE 1 space per 1,000 square SHOWN feet offloor area,plus 1 E. CONTRACTOR TO COORDINATE ADDITIONAL FRAMING WITH Manufacturing space pert employees on EXTERIOR CLADDING ATTACHMENTS AND FASTENERS F. FOR DOOR OPENING DIMENSIONS SEE DOOR SCHEDULE IN and Industrial maximum working shift A600 SHEETS G. SEE A600 SHEETS FOR FINISH SCHEDULE 2 3 1st Floor H. ABBREVIATIONS:REFERENCED FROM THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM A301 A301 TotaIGFA 12,268 SF TERMS AND ABBREVIATIONS MODULE,REFERTO SHEET Reductions 12,122 SF A001-ARCHITECTUAL GENERAL NOTES. I. CONTRACTOR TO FEILD VERIFY ALL FOUNDATION AND FOOTING HEIGHTS. 1 2 3 4 5 6 J. CONTRACTOR TO COORDINATE ALL SITE DRAINAGE. Revised GSF 1"SF K. ALL STRUCTURAL ELEMENTS ARE TO BE REVIEWED BY A LICENSED STRUCTURAL ENG, NEER. 125'-0" L. EXTERIORBUILIDNG DIMENSIONS ARE TO GRID CENTERLINE, 25'-0" 25'-0' 25'-0" 8'-0" 16'-0" 25'-0" Parking Req. EXTERIOR F.O.SHEATHING/OUTSIDE FACE OF FOUNDATION. 5'-6" 18,-0" 2'-6" 8'-0" 4'-0" 10,-6" Office 1 Stalls M. DIMENSIONS ARE TO GRID CENTERLINE,FACE OF CONCRETE WALL OR FACE OF STUD AS APPLICABLE,UNLESS NOTED LU Total 1 Stalls OTHERWISE '^ N. ALL GRIDS ARE BY PEMB MANUFACTURER,VERIFY GRIDS v AND DIMENSIONS WITH PEMB DRAWINGS �+ DOWNSPOUT BY PEMB, STL PIPE BOLLARD 0. ALL INTERIOR DOORS ARE 41/2"AWAY FROM ADJACENT OVHD PERPINDICULAR STUD,UNLESS SPECIFICALLY DIMENSIONED. O TVP. DOOR Y EMB P. CONTRACTOR TO COORDINATE ALL HVAC.COORDINATE Total Parking Req. 1 Stall EW1 13 WITH ARCHITECT FOR ANY FLOOR PLAN CHANGES. A501 Q. CONTRACTOR TO COORDINATE ALL ELECTRICAL T BY PEMB ,01 F © REQUIREMENTS. i R. CONTRACTOR TO COORDINATE ALL STRUCTURAL SHEAR W A 101A A REQUIREMENTS W/A LICENSED STRUCTURAL ENGINEER. to S. REFER TO ARCHITECTURAL SHEET SERIES 200 EXTERIOR ELEVATIONS FOR THE IDENTIFICATION OF VARIOUS _ FI eT srEXTERIOR WALL MATERIAL TYPES,LOCATIONS,AND 102 WARM EXTENTS STORAGE IW1-4 T. COORDINATE T.O.FOUNDATION WALL AND FINISH FLOORING WITH NEW GRADE. zLU o 0 W2-4 W 103A O F- 103B OVHD IW2-4 _ m LUB — — — — — — — — — — — — — — — — — — — — — B CV Uj _ TW 0-1 o en Q Lo N \// a_ 1� N v/'^ = LfJ 0 w O 0 Cn Q c - - - - - - - - � - - - -� - - - � - - - - - c zQ � w = O m w iz 2sis t BY BYPEMB U E'MB SHEEfflo' WAREHOUSE , w A301 101 DOOR BY PEMB A301 ca D — — — — — — — — -L — — — — — — — — — — — m — D CD z 3 0 w - owl I I I I I o0 z o0 00 0 cD 0 z a - z STL PIPE 1- STL PIPE BOLLARD W2-0 BOLLARD 10 B K ? _ 1 1 W I MECH. - 1 1 IW2-0 1 R0 I12-6 10/ IW1-0 z 01C 1 IA Z F — __ — — F KEYPLAN o¢� DOWNSPOUT BY PEMB, EW1 A401 TYP CONSTRUCTION DOCUMENTS BY PEMB a ? Dy R BYwz oos =9 aLU--W11.1 NIO—nox 11'-10" 13'-2" ,,, 13' 10" A EnnwcsxnCHRmEN oov TOT DI CLOSED O L OTT ERWISE USED 2 0 25 0" 25'-0 25 0 5' Q. 4� m.xou.0 E�cNrtEcru�sErvr or 125'-0'• �ee� � FIRST FLOOR PLAN 1 2 3 A301 4 5 A301 6 SHEETROCK WAREHOUSE-LEVEL1 O N PLAN NORM Al O1 v