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HomeMy WebLinkAboutPLANS UPDATED - 20-00417 - Harbor Freight - Cal Ranch - Outer Shell RemodelSHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 3 0 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO COVER SHEET G00028 SEPTEMBER, 2020 20-18 DBN DBNENGINEERINGCONSULTANTSMECHANICAL / PLUMBING ROYAL ENGINEERING MICHAEL R. BEAGLES, P.E. MANUEL MASBERNAT, P.M.1837 S. EAST BAY BLVD.PROVO, UT 84606 O: (801) 375-2228 BI D D I N G I N F O R M A T I O N TH E S E D O C U M E N T S A R E I N T E N D E D F O R P R O J E C T N E G O T I A T I O N B E T W E E N A SI N G L E G E N E R A L C O N T R A C T O R A N D O W N E R . T H E S E D O C U M E N T S A R E N O T IN T E N D E D T O B E U S E D F O R C O M P E T I T I V E B I D D I N G B Y M U L T IP L E G E N E R A L CO N T R A C T O R S . TH E A R C H I T E C T W I L L C L A R I F Y I N F O R M A T I O N W I T H I N T H E S E D O C U M E N T S F O R A SI N G L E O W N E R - S E L E C T E D G E N E R A L C O N T R A C T O R O N L Y . R E Q U ES T S F O R CL A R I F I C A T I O N S H A L L B E D I R E C T E D T O C U R T I S M I N E R A R C HI T E C T U R E B Y T H E GE N E R A L C O N T R A C T O R . C A L L S F R O M S U B C O N T R A C T O R S W I L L BE R E F E R R E D T O TH E G E N E R A L C O N T R A C T O R . MA T E R I A L S L E G E N D EA R T H GR A V E L CO N C R E T E RIG I D I N S U L A T I O N CO N C R E T E MA S O N R Y U N I T ST E E L D E C K WO O D B L O C K I N G CO N T I N U O U S WO O D M E M B E R ME T A L WO O D S T U D W A L L S CO N T I N U O U S ME T A L S T U D BA T T I N S U L A T I O N FIN I S H E D W O O D ME M B E R GL A S S DIMENSION NOTES 1. A L L P L A N D I M E N S I O N S , U N L E S S O T H E R W I S E N O T E D , A R E TO:A. COLUMN GRID ON CENTERLINES.B. THE OUTER FACE OF CONCRETE OR MASONRY.C. THE FINISHED FACE OF WALL. 2. D O O R L O C A T I O N S N O T D I M E N S I O N E D A R E : A. JAMB FACE 4" FROM FACE OF STUD.B. CENTERLINE OF DOOR ON CENTERLINE OF DOOR OR CORRIDOR. 3. N O T E D D I M E N S I O N S S H A L L T A K E P R E C E D E N C E O V E R S C A L E DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS. 4. " F L O O R L I N E " R E F E R S T O T O P O F C O N C R E T E S L A B S . F O R DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS. 5. V E R I F Y A L L R O U G H - I N , C O N C R E T E P A D , O R P L A T F O R M D IMENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS. 6. F I N I S H E D F L O O R E L E V A T I O N S A R E T O T O P O F C O N C R E T E OR GYPCRETE, UNLESS NOTED OTHERWISE. 7. C E I L I N G H E I G H T D I M E N S I O N S A R E T O F I N I S H E D S U R F A C ES, UNLESS NOTED OTHERWISE.INDEX OF DRAWINGS EQ U I P M E N T N U M B E R SH E E T N O T E X GL A Z I N G X WA L L T Y P E S X WI N D O W XX X DO O R X' - X X " X CE I L I N G T A G AX X X XX XXXX XX XX AX X X XX AX X X DE T A I L N U M B E R SH E E T O N W H I C H DE T A I L O C C U R S DE T A I L NU M B E R SH E E T O N W H I C H SE C T I O N O C C U R S WA L L S E C T I O N EL E V A T I O N SH E E T O N W H I C H EL E V A T I O N I S S H O W N SY M B O L S MA T C H L I N E SE E D W G MA T C H L I N E LE V E L E L E V A T I O N AD A C L E A R D I S T A N C E AD A C L E A R D I S T A N C E WO R K P O I N T o r E L E V A T I O N M A R K GR I D L I N E S XX AX X X AX X X X X XX AX X X NU M B E R SH E E T O N W H I C H SE C T I O N O C C U R S OV E R A L L B U I L D I N G S E C T I O N EL E V A T I O N N U M B E R SH E E T O N W H I C H EL E V A T I O N O C C U R S EL E V A T I O N XX A 1 XX SY M B O L S XX EL E V A T I O N xxx xx x x TR A N S I T I O N S T R I P T A G WA L L & B A S E F I N I S H S P E C I F I C W? , B ? TS - ? RE X B U R G C A L R A N C H T B O 53 0 N . 2 N D E A S T RE X B U R G , I D A H O EX T E R I O R C O N C E P T D O C U M E N T S 28 S E P T E M B E R , 2 0 2 0 ARCHITECTURAL G000 COVER SHEET G001 CODE & ACCESSIBILITY COMPLIANCE 1 OF 1 UTLITIES ASD101 A R C H I T E C T U R A L S I T E P L A N - D E M O L I T I O N AS101 A R C H I T E C T U R A L S I T E P L A N AS501 S I T E D E T A I L S AD101 D E M O L I T I O N F L O O R P L A N A101 N E W F L O O R P L A N - O V E R A L L A102 N E W R O O F P L A N A151 N E W R E F L E C T E D C E I L I N G P L A N A201 E X T E R I O R E L E V A T I O N S & W A L L S E C T I O N S A601 D O O R T Y P E S & D E T A I L S ELECTRICAL ROYAL ENGINEERING MARK L. MAKIN, P.E.CHRIS FALSLEV, P.M.1837 S. EAST BAY BLVD.PROVO, UT 84606 o: (801) 375-2228 DE F E R R E D S U B M I T T A L DE F E R R E D S U B M I T T A L S A R E T O B E M A D E I N C O M P L I A N C E W I TH S E C T I O N 1 0 7 . 3 . 4 . 1 OF T H E 2 0 1 5 I N T E R N A T I O N A L B U I L D I N G C O D E . T H E F O L L O WI N G D E S I G N S H A L L B E BY D E F E R R E D S U B M I T T A L : F I R E S P R I N K L E R D E S I G N . STRUCTURAL S100 S T R U C T U R A L F O U N D A T I O N & R O O F P L A N S101A S T R U C T U R A L M A I N F L O O R P L A N S102 S T R U C T U R A L D E T A I L S ARCHITECTURALCIVIL MECHANICAL M0.1 M E C H A N I C A L N O T E S A N D L E G E N D S M1.1 M E C H A N I C A L D E M O P L A N M1.2 M A I N F L O O R M E C H A N I C A L P L A N M5.1 M E C H A N I C A L D E T A I L S M6.1 M E C H A N I C A L S C H E D U L E S M7.1 M E C H A N I C A L S P E C I F I C A T I O N S M7.2 M E C H A N I C A L S P E C I F I C A T I O N S M7.3 M E C H A N I C A L S P E C I F I C A T I O N S PLUMBING P0.1 P L U M B I N G N O T E S A N D L E G E N D S P1.1 P L U M B I N G D E M O P L A N P1.2 M A I N F L O O R P L U M B I N G P L A N P5.1 P L U M B I N G D E T A I L S P6.1 P L U M B I N G S C H E D U L E S A N D S C H E M A T I C S P7.1 P L U M B I N G S P E C I F I C A T I O N S P7.2 P L U M B I N G S P E C I F I C A T I O N S ELECTRICAL E0.0 E L E C T R I C A L C O V E R S H E E T E0.1 S I T E E L E C T R I C A L P L A N E1.1 S I T E P H O T O M E T R I C P L A N ED1.1 E L E C T R I C A L D E M O L I T I O N P L A N E2.1 S H E L L E L E C T R I C A L P L A N E6.1 E L E C T R I C A L S C H E D U L E S E6.2 E L E C T R I C A L S C H E D U L E S E7.1 E L E C T R I C A L D E T A I L S E7.2 E L E C T R I C A L D E T A I L S E8.1 E L E C T R I C A L S P E C I F I C A T I O N S E8.2 E L E C T R I C A L S P E C I F I C A T I O N S JA Y A D A M S , P . E . DY N A M I C S T R U C T U R E S ST R U C T U R A L PRELIMINARY NOT FOR CONSTRUCTION 1 3 7, 9 8 9 S F YA R D 15 0 S F L. P . FI L L 18 2 ' - 0 " 4 4 ' - 0 " 3 0 ' - 0 " 2 0 ' - 0 " 80 0 S F GR E E N H O U S E SHEET NOTES 1. NEW 6" CONCRETE SIDEWALK 2. NEW PARKING STRIPING AS SHOWN.MATCH EXISTING 3. NEW 6" CONCRETE PAD, SLOPE 1.5% TO NORTH, ENGINE ERED TO SUPPORT 80,000 GVW SEMI TRUCK. USE 4,000 PSI AIR EN TRAINED MIX.4. NEW ADA PARKING SIGN. SEE AS501 5. NEW ADA VAN PARKING SIGN. SEE AS501 6. NEW ADA CURB RAMP. SEE AS501 7. NEW CONCRETE PAVING, FLUSH WITH ADJACENT ASPHALT .8. NEW 42" HIGH 6" DIA. PIPE BOLLARDS, CONCRETE FIL LED, PAINTED. SEE AS501 9. NEW DUMPSTER ENCLOSURE. SEE AS501 10. NEW CONCRETE APRON AND PAD 11. EXISTING CONCRETE TO REMAIN 12. EXISTING PAVING TO REMAIN 13. NEW CURB & GUTTER. MATCH EXISTING 14. CRACK SEAL, SLURRY COAT, AND RE-STRIPE EXISTING PARKING LOT IN THIS AREA.15. NEW CONCRETE FROST SLAB, DOWEL INTO EXISTING FO UNDATION, EXTEND PERIMETER FOUDNATION DOWN 3'-0" BELOW GRADE . SEE B2/AS501.SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 3 0 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO ARCHITECTURAL SITE PLAN AS10128 SEPTEMBER, 2020 20-18 DBN DBN1 SC A L E : 1 " = 3 0 ' - 0 " AS 1 0 1 D1 SI T E P L A N - N E W N PRELIMINARY NOT FOR CONSTRUCTION GENERAL NOTES A. G E N E R A L C O N T R A C T O R S H A L L V E R I F Y A L L C O N D I T I O N S A N D DIMENSIONS PRIOR CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPA NCIES TO THE ARCHITECT.B. C O O R D I N A T E I N S T A L L A T I O N S O F A L L " A F T E R C O N T R A C T " ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.C. P R O V I D E 1 8 " M I N I M U M C L E A R F L O O R S P A C E A T P U L L S I D E OF ALL DOORS.PROVIDE 12" MINIMUM CLEAR FLOOR SPACE AT PUSH SIDE OF ALL DOORS.D. U N L E S S O T H E R W I S E N O T E D O R D I M E N S I O N E D , L O C A T E D O O RS AS FOLLOWS: MASONRY WALLS- O U T S I D E O F F R A M E 8 " F R O M F A C E OF WALL (ON BLOCK MODULE), FRAMED WALLS-INSIDE OF JAMB 4" F ROM FINISHED WALL E. S E E S H E E T A 1 5 1 F O R R E F L E C T E D C E I L I N G P L A N I N F O R M A TION..F. S E E A 6 0 1 F O R D O O R I N F O R M A T I O N . G. S E E G 0 0 0 F O R L E G E N D S , S Y M B O L S , A B B R E V I A T I O N S A N D OTHER ARCHITECTURAL GENERAL INFORMATION.H. D O N O T S C A L E D R A W I N G S . 10 10 3 3 2 2 1 1 F F B B 4 4 5 5 6 6 C C D D 2 6 1 ' - 8 " J J H H G G 3 0 ' - 4 " 4 2 ' - 1 0 " 3 5 ' - 0 " 4 3 ' - 1 0 " 3 0 ' - 1 0 " 3 2 ' - 2 " 4 6 ' - 0 " E E 28 ' - 5 " 4 0 ' - 6 " 4 0 ' - 6 " 4 3 ' - 0 " 4 1 ' - 3 " 4 0 ' - 1 0 " 3 9 ' - 3 " 3 9 ' - 3 " 3 8 '-2" 7 7 8 8 9 9 35 2 ' - 0 " HA R B O R FR E I G H T SU I T E 4 10 4 RAMP RAMP 26 ' - 0 " 6 0 ' - 0 " 26 6 ' - 0 " A201 C1 D3 A3 0 1 EL E C ( E X ) 10 7 RI S E R ( E X ) 10 8 E A A 6'- 6 " 10 8 D4 A3011 1 1 1 B B 1 5 ' - 0 " 15 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' -0 " 2 ' - 0 " 8 ' - 0 " 4 0 ' - 0 " 8 ' - 0 " 2 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 4 ' - 8 " 3 ' - 0 " F.V.10'-0"3'-0" D1 A3 0 1 A2 0 1 D1 SHEET NOTES 1. EXISTING BUILDING SHELL WALLS, DOORS, FLOORS,& W INDOWS TO REMAIN.2. NEW 42" HIGH 6" DIA. PIPE BOLLARDS, CONCRETE FIL LED, PAINTED. SEE AS501 3. NEW GALVALUME STEEL DOOR. SEE A601.4. NEW STOREFRONT WINDOW SYSTEM.5. NEW AUTOMATIC SLIDING DOOR SYSTEM BY CONTRACTOR. PROVIDE POWER 6. NEW AUTOMATIC SLIDING DOOR SYSTEM BY OTHERS. PR OVIDE POWER 7. FIRE EXTINGUISHER, 2A10BC 8. NEW 6" CONCRETE FLOOR SLAB. PATCH, AND REPAIR AS REQUIRED FOR INSTALLATION OF NEW BELOW GROUND PLUMBING. FIELD V ERIFY LOCATIONS.9. EXPOSED PLUMBING TRENCH FOR FUTURE PLUMBING CONN ECTION 10. EXISTING FIRE RISER & FDC. RECONFIGURE AS REQU IRED. SEE PLUMBING 11. NEW MDP LOCATION. SEE ELECTRICAL.12. ELECTRICAL EQUIPMENT, SUPPLIED & INSTALLED BY T ENANT.SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 1 9 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO NEW FLOOR PLAN - O V E R A L L A10128 SEPTEMBER, 2020 20-18 DBN DBN SC A L E : 1/ 1 6 " = 1 ' - 0 " A1 0 1 D1 NE W F L O O R P L A N - O V E R A L L N 1 N PRELIMINARY NOT FOR CONSTRUCTION 10 B B 4 5 6 7 8 9 A2 0 1 D1 D3 A3 0 1 D4 A301 43 ' - 0 " 41 ' - 3 " 40 ' - 1 0 " 39 ' - 3 " 39'-3"38'-2"15'-0" 15 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 1 5 ' -0 " 2 ' - 0 " 8 ' - 0 " 4 0 ' - 0 " 8 ' - 0 " 2 ' - 0 " 1 5 ' - 0 " 1 5 ' - 0 " 4 ' - 8 " 22 9 ' - 8 " 3 ' - 0 " F.V.10'-0"3'-0" D1 A3 0 1 SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 2 0 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO NEW FLOORPLAN - W E S T EXTERIOR A101A28 SEPTEMBER, 2020 20-18 DBN DBN SC A L E : 1/ 8 " = 1 ' - 0 " A1 0 1 A D1 NE W F L O O R P L A N - W E S T E X T E R I O R N PRELIMINARY NOT FOR CONSTRUCTION 10 10 3 3 2 2 1 1 F F B B 4 4 5 5 6 6 C C D D J J H H G G E E 7 7 8 8 9 9 D3 A3 0 1 6 : 1 2 D4 A301 44 44 2 2 2 3 0 ' - 4 " 4 2 ' - 1 0 " 3 5 ' - 0 " 4 3 ' - 1 0 " 3 0 ' - 1 0 " 3 2 ' - 2 " 4 6 ' - 0 " 28 ' - 5 " 4 0 ' - 6 " 4 0 ' - 6 " 4 3 ' - 0 " 4 1 ' - 3 " 4 0 ' - 1 0 " 3 9 ' - 3 " 3 9 ' - 3 " 3 8 '-2" 35 1 ' - 2 " 6 : 1 2 6 : 1 2 6:12 6 : 1 2 6 : 1 2 13 9 ' - 0 " 8' - 0 " 4 0 ' - 0 " 8 ' - 0 " 3 4 ' - 0 " 12'-0" 1 2 ' - 0 " D1 A3 0 1 TY P . TYP.SHEET NOTES 1. NEW PRE-FINISHED METAL PARAPET CAP. COORDINATE C OLOR WITH ARCHITECT.2. NEW SINGLE-PLY TPO ROOFING. WHITE, 60 MIL. CLAS S 'C' MINIMUM INSTALL PER MANUFACTURER'S REQUIREMENTS FOR MECHANICALLY FA STENED SYSTEM. FULLY ADHERE TO VERTICAL SURFACES AND CONTI NUOUS BENEATH METAL PARAPET CAP. 15 YEAR WARRANTY MATERI ALS. 3. NEW R-5 POLYISOCYANURATE OVER METAL DECK.4. EXISTING ROOF MEMBRANE & INSULATION TO REMAIN SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 2 1 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO NEW ROOF PLAN A10228 SEPTEMBER, 2020 20-18 DBN DBN SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 0 2 D1 RO O F P L A N N N PRELIMINARY NOT FOR CONSTRUCTION 10 0 ' - 0 " FI N I S H E D F L O O R 12 3 ' - 4 " T. O . P A R A P E T - E X I S T 10 4 5 6 7 8 9 D3 A3 0 1 13 2 ' - 0 " T. O . P A R A P E T - H I G H D4 A3 0 1 13 9 ' - 0 " 8'- 0 " 4 0 ' - 0 " 8 ' - 0 " 3 6 ' - 8 " 4'-8"15'-0"15'-0"2'-0" 8'- 0 " 40 ' - 0 " 8'- 0 " 2' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 2'- 0 " 32'-0"7'-2"10'-0" D1 A3 0 1 10 0 ' - 0 " FI N I S H E D F L O O R B C 13 2 ' - 0 " T. O . P A R A P E T - H I G H NE W E I F S T R I M W I T H N E W P A R A P E T C A P EX I S T I N G B U I L D I N G HO R I Z O N T A L B E A M A T ( 4 ) EN D L O C A T I O N S O N L Y NE W S Y N T H E T I C S T O N E F I N I S H ST A N D I N G S E A M M E T A L R O O F O V E R 5/ 8 " P L Y W O O D O V E R 2 X 1 0 @ 2 4 " O . C . ST E E L C O L U M N . S E E S T R U C T U R A L . CO N C R E T E P I E R S E E S T R U C T U R A L EXTERIOR MATERIAL LEGEND EM -1 EIFS, LIGHT TAN - C O L O R T B D . P-1EXISTING CMU WITH NEW PAINT FINISH. USE BLOCK FILLER AT NEWLY EXPOSED AREAS. PAINT COLOR TBD. EM -2 EIFS, DARK BROWN - C O L O R T B D . EM -3 SYNTHETIC STONE, STYLE TBD.SHEET NOTES - ELEVATIONS 1. PREFINISHED ALUMINUM STOREFRONT DOOR SYSTEM WITH THERMAL BREAKS. SEE DOOR AND WINDOW TYPES.2. PRE-FINISHED METAL PARAPET WALL CAP. SEE DETAIL B6/A501.3. TUBE STEEL, PRIMED & PAINTED. SEE STRUCTURAL.4. CMU INFILL. SEE STRUCTURAL.5. METAL DOOR, GALVANIZED, PAINTED, INSULATED. 3'-0" X 7'-2" R.O.6. 6" PIPE BOLLARDS, CONCRETE FILLED & PAINTED, 42" HIGH, 3' EMBED 7. PATCH AND REPAIR ALL HOLES IN CMU AND PREP FOR N EW PAINT 8. PREP AND PAINT EXISTING DOOR TO MATCH NEW CMU PA INT COLOR 9. 3/4" PLYWOOD BACKING BEHIND METAL PANEL FOR SIGN AGE CONNECTION.GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY DISCRE PANCIES TO THE ARCHITECT.B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM. VERIFY WITH STRUCTURAL.C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED FINISH.D. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT, EXTER IOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER ASS IGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE. COL OR OF PRE-FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH BAC KGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE PERMAN ENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO O CCUPANCY.E. EXTERIOR SIGNAGE: THE OWNER IS RESPONSIBLE TO OB TAIN A SEPARATE PERMIT FOR ANY EXTERIOR SIGNS IN ACCORDANCE WITH CU RRENT CITY SIGN ORDINANCE. THE OWNER IS RESPONSIBLE TO CONTRAC T DIRECTLY WITH SIGN VENDORS. SIGN VENDORS SHALL INSTALL THEI R RESPECTIVE SIGNAGE. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND COORDINATE ALL BACKING AND POWER REQUIREMENTS FOR E ACH SIGN.F. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET.SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 2 2 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO EXTERIOR ELEVATIONS & 3-D VIEWS A20128 SEPTEMBER, 2020 20-18 DBN DBN SC A L E : 3 / 3 2 " = 1 ' - 0 " A2 0 1 D1 WE S T E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A2 0 1 C1 SO U T H E L E V A T I O N PRELIMINARY NOT FOR CONSTRUCTION 100'-0"FINISHED FLOOR123'-4"T.O. PARAPET - E X I S T B 132'-0"T.O. PARAPET - H I G H EXISTING CMU WALL CORRUGATED METAL PANEL OVER DENSGLASS SHEATHING OVER 6" METAL STUD FRAMING. EM-1, EM-2, OR EM-3, SEE A201PREMANUFACTURED METAL PARAPET CAP. WRAP ROOF MEMBRANE UP AND OVER PARAPET BENEATH CAP EXISTING ROOF STRUCTURE FOUNDATION SYSTEM. SEE STRUCTURALSINGLE PLY ROOFING MEMBRANE OVER R-5 RIGID INSULATION ** NOTE: WRAP ALL NEW METAL STUD FRAMING WITH DENSGLASS SHEATHING AND FLUID APPLIED AIR BARRIER U.N.O. **SEAL NEW ROOF MEMBRAND AND EXISTING ROOF SURFACES TOGETHER. FIELD VERIFY.VARIES - SEE ELEVATIONS 32'-0"FLASHING W/ 8" VERTICAL LEGSYNTHETIC STONE VENEER OPTIONAL: INFILL FOUNDATION VOID W/ CONCRETE. 10 0 ' - 0 " FI N I S H E D F L O O R 12 3 ' - 4 " T. O . P A R A P E T - E X I S T B AL U M I N U M S T O R E F R O N T E N T R Y SY S T E M , S E E D O O R / W I N D O W T Y P E S EX I S T I N G C M U W A L L 2" E I F S S Y S T E M O V E R A I R / V A P O R BA R R I E R / D E N S G L A S S S H E A T H I N G / ME T A L S T U D S . ST A N D I N G S E A M M E T A L R O O F O V E R IC E & W A T E R S H I E L D O V E R W O O ST R U C T U R E . PR E M A N U F A C T U R E D M E T A L P A R A P E T CA P . W R A P R O O F M E M B R A N E U P A N D OV E R P A R A P E T B E N E A T H C A P EX I S T I N G R O O F S T R U C T U R E 13 2 ' - 0 " T. O . P A R A P E T - H I G H 1 0 ' - 0 " 3 ' - 4 " 1 6 ' - 8 " EI F S S Y S T E M O V E R F R A M E D W A L L . SE E W A L L T Y P E S . 3/ 4 " P L Y W O O D B A C K I N G F O R S I G N A G E SI N G L E P L Y R O O F I N G M E M B R A N E OV E R D E N S D E C K S H E A T H I N G ** N O T E : W R A P A L L N E W M E T A L S T U D F R A M I N G WI T H D E N S G L A S S S H E A T H I N G A N D F L U I D A P P L I E D AI R B A R R I E R U . N . O . * * SE A L N E W R O O F M E M B R A N D A N D EX I S T I N G R O O F S U R F A C E S T O G E T H E R . FI E L D V E R I F Y . AL U M I N U M F A S C I A & S O F F I T . M A T C H ST A N D I N G S E A M C O L O R CO N T I N U O U S R A I N G U T T E R W I T H DO W N S P O U T S PR E - F I N I S H E D F L A S H I N G W / 8 " V E R T I C A L L E G 10 0 ' - 0 " FI N I S H E D F L O O R 12 3 ' - 4 " T. O . P A R A P E T - E X I S T B EX I S T I N G R O O F S T R U C T U R E 2X 1 0 L E D G E R A N C H O R E D T O CM U W / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A N D SI M P S O N _ _ _ _ _ _ _ _ _ _ _ H A N G E R EA C H J O I S T . A N C H O R T O S O L I D GR O U T E D C E L L S O N L Y 3 1 / 4 X 1 5 G L B 5/ 8 " P L Y W O O D S H E A T H I N G 2X 1 0 @ 2 4 " O . C . EX I S T I N G C M U 9 ' - 1 1 " 6 ' - 1 1 / 2 " 3/ 8 " C O L U M N C A P W / 10 " X 8 " X 1 / 4 " B U C K E T __ _ _ _ _ _ _ _ _ B A S E PL A T E _ _ _ _ _ _ _ _ _ _ SP O T F O O T I N G & F O U N D A T I O N . SE E F O U N D A T I O N S C H E D U L E SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 2 3 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO WALL SECTIONS A30128 SEPTEMBER, 2020 20-18 DBN DBN SC A L E : 3 / 8 " = 1 ' - 0 " A3 0 1 SE C T I O N @ M E T A L P A N E L D4 SC A L E : 3 / 8 " = 1 ' - 0 " A3 0 1 Se c t i o n @ S T O R E F R O N T D3 SC A L E : 3 / 8 " = 1 ' - 0 " A3 0 1 SE C T I O N @ S H E D R O O F D1 PRELIMINARY NOT FOR CONSTRUCTION SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 2 8 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO 3-D VIEWS A30228 SEPTEMBER, 2020 20-18 DBN DBN SC A L E : A3 0 2 D3 PE R S P E C T I V E - S O U T H - W E S T SC A L E : A3 0 2 D1 PE R S P E C T I V E - S O U T H - E A S T SC A L E : A3 0 2 C4 AX I N O M E T R I C - S O U T H - W E S T SC A L E : A3 0 2 SH E D R O O F C O L U M N B1 SC A L E : A3 0 2 1 3D V i e w 1 PRELIMINARY NOT FOR CONSTRUCTION 10 3 2 1 B 4 5 6 C 7 8 9 F1 , W 1 F1 , W 1 F 1 , W 1 B5 S1 0 0 B3 S100 B2 S1 0 0 W2,F2 W2,F2 W 2 , F 2 W2,F2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 W2 , F 2 6 TY P . 6TYP. D1 A3 0 1 SHEET NOTES 1. ATTACH DIAGONAL TO 6" STUD SEGMENT ATTACHED TO M ASONRY WALL W/ (2) P.A.F.2. PRE-ENGINEERED ROOF TRUSS 3. ALL STUD FRAMING TO HAVE 1 5/8" FLANGES X 18 GA. SPACED AT 16" O.C. U.N.O.4. ATTACH DECK TO BLOCKING W/ (1) #10 SCREW EACH FL UTE 5. 6" STUD BLOCKING 6. DRILL & EPOXY ALL NEW HORIZONTAL FOOTING AND WAL L STEEL 4" MIN. INTO EXISTING CONCRETE 7. ATTACH TRACK TO CONCRETE W/ HILTI X-U .157 DIA X 1 1/4 POWDER ACTUATED FASTENERS (P.A.F.) AT 16" O.C. USE SPECIFIED P.A.F . FOR ALL CONNECTIONS TO CONCRETE AND MASONRY.8. ATTACH TRACK TO TOP OF MASONRY W/ SHOT P.A.F. AT 12????????????" O.C.9. ALL STUD TO STUD CONNECTIONS TO BE MADE W/ (2) #10 SCREWS MIN.10. 10 3 2 1 B 4 5 6 7 8 9 B5 S1 0 0 B3 S100 5/ 8 " P L Y W O O D O V E R 2X 1 0 @ 2 4 " O . C . , TY P I C A L B2 S1 0 0 3 1 / 4 X 1 5 G L B ( L O W ) , EN D S O N L Y 2X 1 0 ( H I G H ) 3 1 / 4 X 1 5 G L B ( L O W ) EN D S O N L Y 2X 1 0 ( H I G H ) 3 1 / 4 X 1 5 G L B ? ? ? ? ? ? ? ? ? 2X 1 0 L E D G E R , T Y P I C A L 3 1/4X15 GLB (LOW) ENDS ONLY 2X10 (HIGH)3 1/4 X 15 GLB2X10 LEDGER, TYPICAL 6X6X1/4" STEEL COLUMN, TYPICAL 2x10 @ 24" O.C. 2x 1 0 @ 2 4 " O . C . RO O F T R U S S E S @ 2 4 " O . C . 6X 6 X 1 / 4 " ? ? ? ? ? ? ? ? S T E E L CO L U M N , T Y P I C A L , W / 1 / 4 " PL A T E S T E E L B U C K E T BU C K E T ? ? ? ? ? ? ? ? 2X 1 0 L E D G E R , T Y P I C A L D1 A3 0 1 GL B B U C K E T A N C H O R TO W A L L ? ? ? ? ? ? 100'-0"FINISHED FLOOR123'-4"T.O. PARAPET - E X I S T B 132'-0"T.O. PARAPET - HIGH EXISTING CMU WALL6" METAL STUDS AT _____" O.C.EXISTING ROOF STRUCTURE 1 3'-4"18'-8"2X10 LEDGER ANCHORED TO CMU W/ _______________ AND SIMPSON ___________ BRACKET EACH TRUSS. ANCHOR TO SOLID GROUTED CELLS ONLY 2X10 LEDGER ANCHORED TO CMU W/ _______________ AND SIMPSON ___________ HANGER EACH TRUSS5/8" PLYWOOD SHEATHING OVER PRE-ENGINEERED ROOF TRUSSES @ 24" O.C.6" STUD SEGMENT ATTACHED TO MASONRY WALL W/ (2) P.A.F. 10 0 ' - 0 " FI N I S H E D F L O O R 12 3 ' - 4 " T. O . P A R A P E T - E X I S T B 13 2 ' - 0 " T. O . P A R A P E T - H I G H EX I S T I N G C M U W A L L 6" M E T A L S T U D F R A M I N G 1 1 / 2 " X 2 0 G A . G A L V A N I Z E D ME T A L R O O F D E C K EX I S T I N G R O O F S T R U C T U R E 6" M E T A L S T U D A N C H O R E D T O EX I S T I N G C M U W / T R A C K L E D G E R SH O T W / P . A . F . A T 1 6 " O . C . EX I S T I N G C M U W A L L 8" C O N C R E T E W A L L . R E I N F O R C E W / #4 V E R T I C A L D O W E L S A T 1 8 " O . C . AN D ( 2 ) # 4 H O R I Z . T O P A N D B O T T O M SP A C E F U L L H E I G H T S T U D S A T 8 " O. C . 10 " X 2 0 " F O O T I N G , M I N I M U M 3 6 " FR O S T D E P T H . ( 2 ) # 4 L E N G T H W I S E 8 PA R A P E T C A P B L O C K I N G 4 ' - 0 " AT T A C H D E C K T O B L O C K I N G W / (1 ) # 1 0 S C R E W E A C H F L U T E AL L S T U D T O S T U D C O N N E C T I O N S T O B E MA D E W / ( 2 ) # 1 0 S C R E W S M I N . 6" S T U D B L O C K I N G AT T A C H T R A C K T O C O N C R E T E W / H I L T I X - U . 1 5 7 DI A X 1 1 / 4 P O W D E R A C T U A T E D F A S T E N E R S (P . A . F . ) A T 1 6 " O . C . U S E S P E C I F I E D P . A . F . F O R A L L CO N N E C T I O N S T O C O N C R E T E A N D M A S O N R Y . 10 0 ' - 0 " FI N I S H E D F L O O R 12 3 ' - 4 " T. O . P A R A P E T - E X I S T B EX I S T I N G R O O F S T R U C T U R E 2X 1 0 L E D G E R A N C H O R E D T O CM U W / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A N D SI M P S O N _ _ _ _ _ _ _ _ _ _ _ H A N G E R EA C H J O I S T . A N C H O R T O S O L I D GR O U T E D C E L L S O N L Y 3 1 / 4 X 1 5 G L B 5/ 8 " P L Y W O O D S H E A T H I N G 2X 1 0 @ 2 4 " O . C . EX I S T I N G C M U 9 ' - 1 1 " 6 ' - 1 1 / 2 " 3/ 8 " C O L U M N C A P W / 10 " X 8 " X 1 / 4 " B U C K E T __ _ _ _ _ _ _ _ _ B A S E PL A T E _ _ _ _ _ _ _ _ _ _ SP O T F O O T I N G & F O U N D A T I O N . SE E F O U N D A T I O N S C H E D U L E SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 3 2 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO STRUCTURAL FOUNDATION &ROOF PLAN S10028 SEPTEMBER, 2020 20-18 DBN DBN SC A L E : 1 / 1 6 " = 1 ' - 0 " S1 0 0 D1 ST R U C T U R A L F O U N D A T I O N P L A N N SC A L E : 1 / 1 6 " = 1 ' - 0 " S1 0 0 ST R U C T U R A L R O O F P L A N B1 N SC A L E : 1 / 4 " = 1 ' - 0 " S1 0 0 ST R U C T U R A L S E C T I O N @ S T O R E F R O N T B5 SC A L E : 1 / 4 " = 1 ' - 0 " S1 0 0 ST R U C T U R A L S E C T I O N @ P I L A S T E R B3 F1: 1 0 " X 2 0 " C O N T I N U O U S F O O T I N G W / ( 2 ) # 4 L E N G T H W I S E F2: 3 0 " X 3 0 " X 1 0 " S P O T F O O T I N G W / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____________________W1: 1 0 " C O N C R E T E W A L L . R E I N F O R C E W / # 4 V E R T I C A L D O W ELS AT 18" O.C. AND (2) #4 HORIZ. TOP AND BOTTOM W2 1 4 " X 1 4 " P I E R , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____________ SC A L E : 1 / 4 " = 1 ' - 0 " S1 0 0 ST R U C T U R A L S E C T I O N @ S H E D R O O F B2 FOOTING / FOUNDATION SCHEDULE PRELIMINARY NOT FOR CONSTRUCTION SHEET DESCRIPTION:DATE:PROJECT #:PROJ. MAN.:CHECKED BY:MARK THE INFORMATION HEREIN IS THE PROPERTY OF DALLAS NELSON ARCHITECTURE, INC. AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2020 D.N.A., INC. A 1 2 3 4 5 B C D SHEET:PROJECT:REVISION DATE DALLAS NELSON ARCHITECTURE, INC.801-953-3294 DALNELSON21@HOTMAIL.COM 1912 CONCORD PLACE SARATOGA SPRINGS, UT 84045 9 / 2 8 / 2 0 2 0 1 0 : 4 5 : 3 3 A M C : \ U s e r s \ d a l l a s n \ D r o p b o x \ P r o j e c t s \ 2 0 2 0 \ 2 0 - 1 8 - C a l R a n c h T B O - R e x b u r g \ W o r k i n g \ R e v i t \ 2 0 - 0 8 - R e x b u r g R e t a i l - C a l R a n c h - 2 0 2 0 - 9 - 2 8 . r v t REXBURG CAL RANCH TBO 530 N. 2ND EAST REXBURG, IDAHO STRUCTURAL DETAILS S102.28 SEPTEMBER, 2020 20-18 DBN DBN PRELIMINARY NOT FOR CONSTRUCTION