GRADE. FREE ENDS OF WALL PROVIDE 2 VERTICAL BARS TO MATCH VERTICAL PROVIDE U-BARS TO MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING. HOLES.

Transcription

1 EMEN NGS 8" 2" oc. x HORIZONAL OF CONCREE WALLS WALL REINFORCEMEN " ANSION JOIN #4 HORIZONAL 4" CONCREE WIRE FARIC FREE ENDS OF WALL PROVIDE 2 DEAILS CONCREE FOUNDAION VERICAL ARS O MACH VERICAL CONCREE FOOING WALL. #4, 6x2" HORIZONAL REINFORCEMEN PROVIDE U-ARS O MACH SIZE AND SPACING OF HORIZONAL. Concrete Slab & Wall at Foundation Step Concrete Slab Floor and Foundation SEE PLAN EMEN 2x REAED MUDSILL 24x24x2" CONCREE FOOING Quikrete 5000 High Early Strength Concrete Mix (OR EQUIVALEN) ROD CAS-IN-PLACE ANCHOR OL 4" CONCREE CONINUOUS HICKENED UNDER EARING WALL (Verify Requirements) Concrete hickened Slab Footing SHEAHING/SIDING 2x REAED MUDSILL CAS-IN-PLACE ANCHOR OL CONCREE FOUNDAION CONCREE FOOING LAP OUSIDE ARS (AS SHOWN) OR PROVIDE CORNER AR. AR SIZE O MACH HORIZONAL PROVIDE - #4 AR (MIN) A CORNER OF WALL #4 HORIZONAL INERIOR FINISH EARING WALL MECHANICAL FASENER AS REQUIRED SEEL AS REQUIRED CONCREE INERIOR FINISH " ANSION JOIN 4" CONCREE WIRE FARIC FOUNDAION NOES - 8" CONCREE SEM WALL DEAIL. ALL FOUNDAION DECK WALLS SHALL E 8 MINIMUM HICK, WIH 0" 20" CONINUOUS KEYED FOOINGS A MINIMUM -0" ELOW GRADE. REINFORCED CONCREE MASONRY (CMU): 2. ALL ANCHOR OLS O E 5/8 DIA 2 EMEDDED A MINIMUM OF 8", 6'-0" O.C. WIH A MINIMUM OF 2 PER SILL AND A ALL MASONRY WALLS SHALL DEVELOP A SRENGH F'M=500PSI. MAIMUM OF '-0" FROM COMERS. 2 ALL GROUING SHALL E IN ACCORDANCE ACI 50. SPECIFICAIONS, LAES EDIION. ALL IN WALLS A FREE SHALL ENDS E FY=60,000 OF WALL PROVIDE PSI. 2. ALL SEEL SHALL E ASM A-65, GRADE ALL EERIOR VERICAL AND INERIOR ARS O MACH WALLS VERICAL 4. ALL SEEL O OVERLAP A MINIMUM OF 24 FOR SPLICES. SHALL E REINFORCED AS NOED ON PLANS. 5 CONINUOUS WALL WIRE. 5. PROVIDE CORNER ARS O MACH CONINUOUS SEEL. (HORIZONAL JOIN ) SHALL E GALVANIZED LADDER 6. MINIMUM ALLOWALE CONCREE COMPRESSIVE SRENGH SHALL E 000 PSI A 26 DAYS. YPE, AND PROVIDE SHALL E U-ARS SPACED O A MACH O.C, SIZE VERICALLY IN ALL MASONRY WALLS. 7. UNIFORM SOIL CONDIIONS, MUS E PROVIDED UNDER AND FOOINGS. CU/FILL OR NON-UNIFORM SOIL CONDIIONS 6 CONRACOR AND SHALL SPACING USE OF LOW HORIZONAL LIF GROUING PROCEDURE FOR CONSRUCION OF REINFORCED SHOULD E ECAVAED AND RLACED W/ UNIFORM ENGINEERED FILL MAERIAL O MINIMIZE DIFFERENIAL MOVEMEN. MASONRY. WALLS (SEE YPICAL MASONRY DEAILS). 8. ALL FOOINGS MUS EAR ON UNDISURED SOIL. ALL SLOPES MUS E SAILIZED. 7 VERICAL SHALL E D A MINIMUM 48 IMES HE AR DIAMEER 9. SOIL EARING CAPACIY ASSUMED O E 500 PSF (UC YPE 4 SOIL). IF SOIL CONDIIONS VARY FROM HIS, HE PROJEC UNLESS ENGINEER MUS E NOIFIED. 8 NOED OHERWISE. 0. POURED S SHALL E 4" 000 PSI CONCREE ON CRUSHED SONE. 9 HE CONSISENCY OF GROU SHOULD E AS REQUIRED O ASSURE COMPLEE FILLING OF HE CAVIIES. ALL FOUNDAION WALLS SHALL RECEIVE MIN COA OF ASPHAL DAMPPROOFING OVER HYDRAULIC CEMEN FILLED IE-ROD AND O HOLES. 0 PRODUCE HE REQUIRED MASONRY SRENGH. LAP OUSIDE ARS (AS SHOWN) 2. ADJACEN GROUND SURFACES SHALL E SLOPED AWAY FROM SRUCURE DRAINAGE OF SURROUNDING AREA SHALL ALSO E REINFORCED OND EAMS ARE O E PROVIDED WHERE SPECIFIED ON HE SRUCURAL AND OR PROVIDE CORNER AR. AR PROVIDED O PREVEN ACCUMULAION OF SOIL AND EROSION OF SOIL NEAR FOOINGS. ARCHIECURAL DRAWINGS. SIZE O MACH HORIZONAL. HE OPS OF FOUNDAION WALLS SHALL EEND 8 MINIMUM AOVE HE ADJACEN FINISH GRADE 2 PROVIDE ADDIIONAL ASEMEN REINFORCEMEN A SIDES AND AOVE AND ELOW MASONRY OPENINGS AS 4. MINIMUM 8 CLEARANCE FOR WOOD JOIS GIRDERS REQUIRED IN HE CRAWL SPACE UNLESS REAED WOOD IS USED INDICAED ON YPICAL DEAILS. PROVIDE - #4 AR (MIN) HROUGHOU FLOOR SYSEM A CORNER OF WALL 5. ALL FOUNDAION WALLS SHALL HAVE 26 PRESSURE REAED SILLS WIH SILL-SEAL A ALL WOOD/CONCREE JOINS. 6. EEM POCKES: DH ТО МAТСН ВЕАМ DЕРТН, НEIGH ТО ЕХСЕЕD ВЕАМ WIDH Y MINIMUM ON EACH SIDE. HORIZONAL 2 FOR ELEVAION WIRE FARIC 6x FOUNDAION OP SEEL 2 #4 2" oc. x HORIZONAL OF CONCREE WALLS CMU WALL YPICAL CMU REINFORCEMEN REINFORCEMEN LAP SCHEDULE DIAMEER UNLESS NOED OHERWISE. 4" CONCREE CONSRUCION 4" CONCREE ON GRADE REINFORCED WIH WWF 6x6 W2.9/W2.9 OP OF CONCREE ELEVAION, AR SIZE #4 #5 " ANSION JOIN 0" DECK WIRE FARIC 4" CONCREE LAP LENGH 24" 0" 0" CONCREE FOUNDAION CONCREE FOOING 2" UNDISURED SOIL REINFORCED CONCREE MASONRY (CMU):. ALL MASONRY WALLS SHALL DEVELOP A SRENGH F'M=500PSI. 2. ALL GROUING SHALL E IN ACCORDANCE ACI 50. SPECIFICAIONS, LAES EDIION.. ALL IN WALLS SHALL E FY=60,000 PSI. 4. ALL EERIOR AND INERIOR WALLS SHALL E REINFORCED AS NOED ON PLANS. 5. CONINUOUS WIRE (HORIZONAL JOIN ) SHALL E GALVANIZED LADDER YPE, AND SHALL E SPACED A O.C, VERICALLY IN ALL MASONRY WALLS. 6. CONRACOR SHALL USE LOW LIF GROUING PROCEDURE FOR CONSRUCION OF REINFORCED MASONRY WALLS (SEE YPICAL MASONRY DEAILS). 7. VERICAL SHALL E D A MINIMUM 48 IMES HE AR 8. HE CONSISENCY OF GROU SHOULD E AS REQUIRED O ASSURE COMPLEE FILLING OF HE CAVIIES AND O PRODUCE HE REQUIRED MASONRY SRENGH. 9. REINFORCED OND EAMS ARE O E PROVIDED WHERE SPECIFIED ON HE SRUCURAL AND ARCHIECURAL DRAWINGS. 0. PROVIDE ADDIIONAL REINFORCEMEN A SIDES AND AOVE AND ELOW MASONRY OPENINGS AS INDICAED ON YPICAL DEAILS. 8" 0" 8" 2'-2" 0" CMU WALL REINFORCED W/ #5@2"o.c. GROU SOLID A REINFORCEMEN FULL HEIGH OF WALL. 2" E.W. FOR ELEVAION AND REINFORCEMEN, 2" E.W. UNDISURED OR COMPACED SOIL 2" E.W. ALERNAE HOOK " CLEAR -0" MINIMUM PROJEC DESCRIPION: SHEE ILE: SHEE 24" FOUNDAION YP. DEAILS AND NOES MILLROOK USINESS CENER 0 MILLROOK ROAD SEVEN J. DAE: 4/9/208 /8" = ' OR AS NOED #4, 6x2" HORIZONAL Concrete Slab REINFORCEMEN at Garage Foundation YPICAL WALL SECION A DOORWAY OW ELEVAION = -0'-8" 4 Insulated Concrete Slab at Foundation VERICAL REINFORCEMEN OF CMU WALL C-0 SEE PLAN

2 24x24x2" CONCREE FOOING Quikrete 5000 High Early Strength Concrete Mix (OR EQUIVALEN) ROD CONINUOUS HICKENED UNDER EARING WALL (Verify Requirements) UILDING A 2 4 SHEAHING/SIDING 2x REAED MUDSILL CAS-IN-PLACE ANCHOR OL CROSS SECION /8"=' CROSS SECION /8"=' 9'-7" 5'-9" -2" EARING WALL MECHANICAL FASENER AS REQUIRED SEEL AS REQUIRED CONCREE Concrete hickened Slab Footing INERIOR FINISH " ANSION JOIN 4" CONCREE WIRE FARIC E2 Highest Ridge 26'-.9" 6'-" 6'-" Highest Rough Ceiling 6'-7.0" op of Foundation 0'-0.0" op of Slab 0'-2.0" Grade Level 0'-0.0" --2.0" 48'-0" FOUNDAION 26'-4" -4" -4" 5'-8" -4" 6'-" DEAILS 6'-0" -0"'-0" 2'-0" -0" -0" -0" -0" '-7" '-7"'-0"-0" -0" -0" -0" '-7" '-'-0"-0" - 2'-0" 2'-0" 2'-0" x x x 0-2" UNI ASEMEN 0 25'-0" 0'-2" 2'-8" UNI E E S4 A- S A- 27'-2" 7'-4" S A- S2 A- 9'-" 25'-0" 40'-8" 50'-0" 50'-5" '-4"'-8" OP OF 0' - 0" 9'-0" OP OF WALL 0' - 8" CONCREE HICKENED FOOING -" 2'-0" C0 48'- 42'-0" 47'-7" 42'-0" '-8"'-4" OP OF 0' - 0" OP OF WALL A ALL OPENINGS -8" 2'-8" CONCREE HICKENED FOOING 2'-0" 0'-9" OP OF WALL 0' - 8" UNI OP OF 0' - 0" 49'-8" '-8"'-4" 2'-8" 0 FIRS FLOOR PLAN /8"=' -2" 6'-0" CROSS SECION /8"=' CROSS SECION /8"=' 5'-7" 5'-7" 2'-7"'-0" 2'-5" 2'-4" 9'-2" '-5" '-2" '-7" '-0" 27'-0" 8'-0" '-0" 28'-0" 6'-2" E4 INERIOR 24 WALL INERIOR 26 WALL EERIOR 26 WALL FOUNDAION WALL 8" CONCREE FOUNDAION WALL 2" LOCK PROJEC DESCRIPION: SHEE ILE: SHEE 24" FOUNDAION & FIRS FLOOR PLANS UILDINGS A DAE: DOOR DOOR WINDOW S DE MILLROOK USINESS CENER 0 MILLROOK ROAD SEVEN J. 4/9/208 /8" = ' OR AS NOED F CONCREE FOUNDAION CONCREE FOOING Concrete Slab at Garage Foundation CONSRUCION 4" CONCREE ON GRADE REINFORCED WIH WWF 6x6 W2.9/W2.9 OP OF CONCREE ELEVAION, 42'-0" FOUNDAION PLAN /4" = ' A-0

3 8' 24x24x2" CONCREE FOOING Quikrete 5000 High Early Strength Concrete Mix (OR EQUIVALEN) 76' ASEMEN PIER FOUNDAION WIH FOOING PIER FOUNDAION FOUNDAION FOUNDAION DEAILS DEAILS PIER WIH FOOING CONCREE HICKENED FOOING NEW CONCREE FOUNDAION HICKENED WALL FOOING S2 A- 29' 5 SMOKE / CO DEECOR H HS FCP EI NO EI SHEAHING/SIDING 2x REAED MUDSILL CAS-IN-PLACE ANCHOR OL CONCREE FOUNDAION CONCREE FOOING SMOKE DEECOR HEA DEECOR FIRE ALARM HORN FIRE ALARM HORN / SROE FIRE ALARM EACON FIRE ALARM CONROL PANEL "EI" SIGN "NO EI" SIGN EHAUS FAN / LIGH EHAUS FAN DUPLE RECACLE DUPLE RECACLE INERIOR FINISH " ANSION JOIN 4" CONCREE WIRE FARIC Concrete Slab at Garage Foundation 9' COMO SMOKE CO DEECOR HEA DEECOR DEVICES ARE INERCONNECED WIH AERY ACK-UP P EI H HS NO EI FAA 2x REAED MUDSILL CAS-IN-PLACE ANCHOR OL 4" CONCREE CONCREE FOUNDAION CONCREE FOOING HEA DEECOR 9'-" 7 FIRE ALARM HORN FIRE ALARM HORN / SROE FIRE ALARM PULL SAION FIRE ALARM EACON FIRE ALARM CONROL PANEL EU EI/FLOOD COMO "NO EI" SIGN FIRE ALARM ANNUNCIAOR FIRE ALARM EACON FIRE ALARM CONROL PANEL EHAUS FAN / LIGH EHAUS FAN INERIOR FINISH " ANSION JOIN 4" CONCREE WIRE FARIC Concrete Slab & Wall at Foundation Step Insulated Concrete Slab at Foundation INERIOR 24 WALL UILDING INERIOR 26 WALL EERIOR 26 WALL FOUNDAION WALL 9'-4" INERIOR 24 WALL INERIOR 26 WALL OP OF WALL A EERIOR C0 ALL 26 OPENINGS WALL -8" FOUNDAION WALL PIER FOUNDAION PIER FOUNDAION WIH FOOING EISING FOUNDAION 2x6 FIRE CODE DRYWALL INERIOR 24 WALL INERIOR 26 WALL EERIOR 26 WALL FOUNDAION WALL PROPOSED WALL EISING CEILING EAM INERIOR 24 WALL INERIOR 26 WALL EERIOR 26 WALL FOUNDAION WALL 8" CONCREE FOUNDAION WALL 2" LOCK INERIOR 24 WALL INERIOR 26 WALL FOUNDAION WALL FOUNDAION WALL PIER FOUNDAION EISING FOUNDAION OP OF OP OF OP OF GS 0' ASEMEN - 0" 0' - 0" - INERIOR 24 WALL ASEMEN INERIOR 26 WALL FOUNDAION WALL OP OF WALL OP OF WALL 2" ICF OP OF WALL -0' - 0' - 8" -' - 8" EERIOR DOULE OP OF WALL A 24 WALL OP OF WALL 2 OP OF WALL 24" OP OF WALL 24" C0 ALL OPENINGS FOUNDAION -8" 0' - 8" 0" DEAILS 0' - 8" -' - 8" ELECRICAL LEGEND 69'-" 9'-4" SINGLE POLE SWICH INERIOR 24 WALL HREE WAY SWICH INERIOR 26 WALL 250' DUPLE RECACLE GFCI RECACLE FOUNDAION WALL ELECRICAL LEGEND 220v RECACLE EISING SINGLE POLE SWICH ELECRICAL PANEL FOUNDAION WALL HREE WAY SWICH 24x24x2" CONCREE FOOING Quikrete 5000 DUPLE RECACLE SMOKE DEECOR PIER FOUNDAION High Early Strength Concrete Mix (OR EQUIVALEN) GFCI RECACLE SMOKE / CO2 DEECOR 220v RECACLE ELECRICAL PANEL CO2 DEECOR ROD CONINUOUS HICKENED UNDER EARING WALL (Verify Requirements) CONSRUCION 4" CONCREE ON GRADE REINFORCED WIH WWF 6x6 W2.9/W2.9 OP OF CONCREE ELEVAION, EARING WALL MECHANICAL FASENER AS REQUIRED SEEL AS REQUIRED CONCREE Concrete hickened Slab Footing DECK 2 PIER FOUNDAION Concrete Slab Floor and Foundation 9'-9" 9'-9" 76' OP OF -2' - 0" OP OF WALL -2' - 8" S A- FOUNDAION PLAN /8" = ' CROSS SECION /8"=' CROSS SECION /8"=' PROJEC DESCRIPION: SHEE ILE: DECK SHEE 24" FOUNDAION PLAN UILDING MILLROOK USINESS CENER 0 MILLROOK ROAD SEVEN J. DAE: 4/9/208 /8" = ' OR AS NOED A-

4 CO2 DEECOR HEA DEECOR P EI NO EI FAA H HS FIRE ALARM HORN FIRE ALARM HORN / SROE FIRE ALARM PULL SAION FIRE ALARM EACON FIRE ALARM CONROL PANEL EU EI/FLOOD COMO "NO EI" SIGN FIRE ALARM ANNUNCIAOR FIRE ALARM EACON FIRE ALARM CONROL PANEL EHAUS FAN / LIGH EHAUS FAN E2 5'-9" 7' 5'-0" 0 0 S6 A S5 A- -7" 5'-7" ' 2' -7" 0 0 S4 A- E S A- S7 UNI 4 UNI 5 UNI 6 A- UNI 8 UNI 9 INERIOR 24 WALL INERIOR 26 WALL EERIOR 26 WALL UILDING FOUNDAION WALL PROPOSED WALL EISING CEILING EAM INERIOR 24 WALL INERIOR 26 WALL EERIOR 26 WALL FOUNDAION WALL 8" CONCREE FOUNDAION WALL 2" LOCK INERIOR 24 WALL INERIOR 26 WALL 29' -" 7'- 7'- 20'-5" " 9'-2" 9' -" -" -" -" -" -" -" '-0" -" -" -" -" 2' ' -5" ' 2' 2' ' ' 2'-2" 2' ' ' 2' 5.5".5" 5.5".5" 5.5".5" 0".5".5" 5.5".5" 5'-6.5" 25'-0.5" 25' '-9.2" 25'-8" 25'-0.5" 25'-0.8" 5.5" 49'-0" 9'-9" 9'-" 9'-" 9'-4" 9'-5" 250' -" -" -" 7'- " ' 04 25'-2" 2' 7 8'-" 9'-" 9'-" 9'-" 49'-9" FOUNDAION WALL 9'-" 9'-" 9'-" 9'-" '-" PIER FOUNDAION 20'-5" 20' UNI UNI 6 UNI 2 7'-" 7'-2" S8 A- 2' 25' ' UNI 4" -" 0 -" 5" -" 0 -" 4" ' 04 25'-" UNI 0 2' 8' FIRS FLOOR PLAN /8"=' 5" 0 6' 0 0 5'-" 5'-0" 5'-0" 5'-" E 76' E4 PROJEC DESCRIPION: SHEE ILE: 8' FIRS FLOOR PLAN UILDING MILLROOK USINESS CENER 0 MILLROOK ROAD SEVEN J. 5 CROSS SECION /8"=' 4 CROSS SECION 8 CROSS SECION /8"=' /8"=' SHEE 24" DAE: 4/9/208 /8" = ' OR AS NOED A-

5 LAP HORIZONAL 2" oc. x 8" FOR ELEVAION 4" SEE PLAN UILDING FOUNDAION OP SEEL 2 #4 2" oc. x CMU WALL REINFORCEMEN 5 CONINUOUS WIRE (HORIZONAL JOIN ) SHALL E GALVANIZED LADDER YPE, AND SHALL E SPACED A O.C, VERICALLY IN ALL MASONRY WALLS. 6 CONRACOR SHALL USE LOW LIF GROUING PROCEDURE FOR CONSRUCION OF REINFORCED OND EAM 0" CMU WALL REINFORCED MASONRY WALLS (SEE YPICAL MASONRY W/ #5@2"o.c. DEAILS). 7 VERICAL SHALL E LAP GROU SPLICED SOLID A A MINIMUM REINFORCEMEN 48 IMES HE AR DIAMEER UNLESS FULL HEIGH OF WALL. 8 NOED OHERWISE. 9 HE CONSISENCY OF GROU SHOULD E AS REQUIRED O ASSURE COMPLEE FILLING OF HE CAVIIES AND O 0 PRODUCE HE REQUIRED MASONRY SRENGH. REINFORCED OND EAMS ARE O E PROVIDED 2" E.W. WHERE SPECIFIED ON HE SRUCURAL AND ARCHIECURAL DRAWINGS. OND EAM 2 PROVIDE ADDIIONAL REINFORCEMEN A SIDES AND AOVE AND ELOW MASONRY OPENINGS AS INDICAED ON YPICAL DEAILS. FOR ELEVAION AND " ANSION JOIN REINFORCEMEN, WIRE FARIC 4" CONCREE 0" CONCREE FOUNDAION CONCREE FOOING 2" UNDISURED SOIL 0" REINFORCED CONCREE MASONRY (CMU): ALL MASONRY WALLS SHALL DEVELOP A SRENGH F'M=500PSI. 2 ALL GROUING SHALL E IN ACCORDANCE ACI 50. SPECIFICAIONS, LAES EDIION. ALL IN WALLS SHALL E FY=60,000 PSI. 4 ALL EERIOR AND INERIOR WALLS SHALL E REINFORCED AS NOED ON PLANS. 8" 0" 8" 2'-2" 2" E.W. UNDISURED OR COMPACED SOIL 2" E.W. ALERNAE HOOK " CLEAR VERICAL REINFORCEMEN OF CMU WALL -0" MINIMUM YPICAL CMU REINFORCEMEN LAP SCHEDULE AR SIZE #4 #5 LAP LENGH 24" 0" 6'-0" 8'-0" 8'-0" 2'' A04 0" CMU WALL REINFORCEMEN #5 2" o.c. GROU SOLID A REINFORCEMEN FULL HEIGH OF WALL REINFORCED CONCREE MASONRY (CMU):. ALL MASONRY WALLS SHALL DEVELOP A SRENGH F'M=500PSI. 2. ALL GROUING SHALL E IN ACCORDANCE ACI 50. SPECIFICAIONS, LAES EDIION.. ALL IN WALLS SHALL E FY=60,000 PSI. 4. ALL EERIOR AND INERIOR WALLS SHALL E REINFORCED AS NOED ON PLANS. 5. CONINUOUS WIRE (HORIZONAL JOIN ) SHALL E GALVANIZED LADDER YPE, AND SHALL E SPACED A O.C, VERICALLY IN ALL MASONRY WALLS. 6. CONRACOR SHALL USE LOW LIF GROUING PROCEDURE FOR CONSRUCION OF REINFORCED MASONRY WALLS (SEE YPICAL MASONRY DEAILS). 7. VERICAL SHALL E D A MINIMUM 48 IMES HE AR DIAMEER UNLESS NOED OHERWISE. 8. HE CONSISENCY OF GROU SHOULD E AS REQUIRED O ASSURE COMPLEE FILLING OF HE CAVIIES AND O PRODUCE HE REQUIRED MASONRY SRENGH. 9. REINFORCED OND EAMS ARE O E PROVIDED WHERE SPECIFIED ON HE SRUCURAL AND ARCHIECURAL DRAWINGS. 0. PROVIDE ADDIIONAL REINFORCEMEN A SIDES AND AOVE AND ELOW MASONRY OPENINGS AS INDICAED ON YPICAL DEAILS. 6 CROSS SECION /8"=' CROSS SECION /4"=' PROJEC DESCRIPION: SHEE ILE: SHEE 24" WALL SECIONS UILDING MILLROOK USINESS CENER 0 MILLROOK ROAD SEVEN J. DAE: 4/9/208 /8" = ' OR AS NOED A-04

6 UILDING C 2x REAED MUDSILL CAS-IN-PLACE ANCHOR OL 4" CONCREE CONCREE FOUNDAION CONCREE FOOING INERIOR FINISH " ANSION JOIN 4" CONCREE WIRE FARIC E2 6'-5" 7'-" 6'-" '- 0 EI "EI" SIGN 6'-0" 0'- NO EI "NO EI" SIGN EHAUS FAN / LIGH S2 A- 0 S A- E 0 0'- 0 "NO EI" SIGN FIRE ALARM ANNUNCIAOR FIRE 8'- ALARM EACON EHAUS FAN EHAUS FAN / LIGH EHAUS FAN DUPLE RECACLE DUPLE RECACLE UNI 4 x FCP FIRE ALARM HORN / SROE FIRE ALARM EACON FIRE ALARM CONROL PANEL UNI 5 x x EI NO EI FAA UNI 6 04 FIRE ALARM CONROL PANEL EU EI/FLOOD COMO FIRE ALARM CONROL PANEL 0 0'- 5'-7" '- '-0" '-8" 7'-" 6'-" 6'-2" 28'-0" PROPOSED WALL EISING CEILING EAM INERIOR 24 WALL INERIOR 26 WALL EERIOR 26 WALL FOUNDAION WALL 8" CONCREE FOUNDAION WALL 2" LOCK INERIOR 24 WALL INERIOR 26 WALL FOUNDAION WALL PIER FOUNDAION ' 2' ' 0'-4" 2-4" 8'-8" 2'-0" '-" '-0" - '-0" 0'- Highest Ridge 26'-.2" NDAION DEAILS MEN Concrete Slab & Wall at Foundation Step 2 SHEAHING/SIDING 2x REAED MUDSILL CROSS SECION /8"=' INERIOR FINISH -2'-2" -'-2" --2" -6'-2" 28'-" '-0" '-0" 2'-0" Concrete Slab Floor and Foundation 2' 2'-0" 2'-" ' 2' 0'-" - -0" 0'- 2'-9" 2' - ' 2' -5" -0" 0'-" 2-2" 5'-7" 2'-7" 6' 7'-" E DECK 8'-5" S A- FIRS FLOOR PLAN /8"=' CROSS SECION /8"=' CROSS SECION /8"=' E4 '-0" PROJEC DESCRIPION: SHEE ILE: FOUNDAION & FIRS FLOOR PLAN UILDING C MILLROOK USINESS CENER 0 MILLROOK ROAD CAS-IN-PLACE ANCHOR OL CONCREE FOUNDAION CONCREE FOOING " ANSION JOIN 4" CONCREE WIRE FARIC Concrete Slab at Garage Foundation CONSRUCION 4" CONCREE ON GRADE REINFORCED WIH WWF 6x6 W2.9/W2.9 OP OF CONCREE ELEVAION, 8' 8' -2" C0 OP OF WALL 0' - 8" OP OF 0' - 0" Insulated Concrete Slab at Foundation OP OF WALL A ALL OPENINGS -8" 2'-8" '-4" '-8" 6'-0" 8'-8" 2 0" OP OF WALL -' - 8" OP OF - 7'-" 7'-" 2'-7" 24" OP OF WALL -2' - 8" OP OF -2' - 0" 8'-5" 8'-5" FOUNDAION PLAN /4" = ' 5'-7" 5'-7" ' 6'-2" 28'-0" 8' SHEE 24" SEVEN J. DAE: 4/9/208 /8" = ' OR AS NOED A-

7 UILDING C 7'-" UNI 4 98 SQ F x UNI SQ F 98 SQ F x x UNI 6 WINDOW SCHEDULE DOOR SCHEDULE DOOR SCHEDULE 7' UILDING 29' UNI SQ F 9' 8'-" 9'-" 9'-" 9'-" 49'-9" 9'-" 9'-" 9'-" 9'-" '-" 85 SQ F 447 SQ F 20'-5" 498 SQ F 454 SQ F 456 SQ F 455 SQ F 7'-" 7'-2" 456 SQ F 457 SQ F UNI 4 UNI 5 UNI 6 UNI 8 UNI 9 20' UNI UNI 2 UNI UNI SQ F 8' 6' PROJEC DESCRIPION: SHEE ILE: FLOOR PLANS UILDINGS A,, C. MILLROOK USINESS CENER 0 MILLROOK ROAD SEVEN J. UILDING A UNI 478 SQ F x x UNI SQ F x UNI 842 SQ F SHEE 24" DAE: 4/9/208 /8" = ' OR AS NOED A-06

8 UNI UNI 2 UNI Highest Ridge 26.' op of Wall 6.' op of Foundation 0.8' op of Slab 0.' op of Footing -.2' -4.2' 0'-0" 5'-4" -0" L LEF ELEVAION /4"=' R F FRON ELEVAION /4"=' RIGH ELEVAION /4"=' PROJEC DESCRIPION: SHEE ILE: EERIOR ELEVAIONS UILDING A SEVEN J. MILLROOK USINESS CENER 0 MILLROOK ROAD ACK ELEVAION /4"=' SHEE 24" DAE: 4/9/208 /8" = ' OR AS NOED UILDING A 0

9 HIGHES RIDGE 5' -5" OP OF WALL 6' -0" 2'-2" 7'-4" UNI 4 UNI 5 UNI 6 UNI 7 UNI 8 UNI 9 7'-5" OP OF 0' -0" OP OF - ' -0" OP OF - 2' -0" L LEF ELEVAION /8"=' UNI 0 UNI UNI 2 UNI 9'-5" 5'-4" 0'-8" '-0" HIGHES RIDGE 5'-5.2" OP OF WALL 6'-0.0" OP OF FOUNDAION 0'-8.0" OP OF 0'-0.0" OP OF FOOING -'-4.0" UILDING OOM OF FOOING --4.0" R RIGH ELEVAION /8"=' 7'-4" 9'-5" '-0" -0" F FRON ELEVAION /8"=' HIGHES RIDGE 5'-5.2" 7' -5" OP OF WALL 6'-0.0" 8' -0" OP OF FOUNDAION -'-4.0" OOM OF FOOING -6'-4.0" PROJEC DESCRIPION: SHEE ILE: EERIOR ELEVAIONS UILDING MILLROOK USINESS CENER 0 MILLROOK ROAD SHEE 24" SEVEN J. DAE: 4/9/208 /8" = ' OR AS NOED ACK ELEVAION /8"='

10 UNI 4 UNI 5 UNI Highest Ridge 26'-.2" op of Wall 6'-2" op of Foundation 0'-0" op of Slab 0'-2" op of Footing -'-2" --2" 2'-0" 9'-" 5'-4" L LEF ELEVAION /4"=' GRADE 2' DROP R F FRON ELEVAION /4"=' RIGH ELEVAION /4"=' 9'-" 7'-4" Highest Ridge 27' 26'-.2" -.2" op of Wall 6'-2" 8' op of Foundation -'-2" op of Slab -'-0" op of Footing -5'-2" -6'-2" PROJEC DESCRIPION: SHEE ILE: EERIOR ELEVAIONS UILDING C SEVEN J. MILLROOK USINESS CENER 0 MILLROOK ROAD UILDING C ACK ELEVAION /4"=' SHEE 24" DAE: 4/9/208 /8" = ' OR AS NOED