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HomeMy WebLinkAboutLAYOUT - Santa Monica Townhome ComplexCA R L O W R D E 7TH N VAN VANVANVAN VAN VAN VAN VAN CA R L O W R D E 7TH N CIVIL ENGINEER Fawkes Consultants ADDRESS: 165 W Canyon Crest Rd Ste 260 Alpine, Utah 84004 CONTACT: Jordan "Guy" Williams, P.E. PHONE: (213) 500-5936 1-800-662-4111 Avoid cutting underground utility lines. it's costly. OWNER Mike Wade PHONE: 801-809-9965 EMAIL: mikew5353@gmail.com Vicinity Map Not to Scale SITE ARCHITECT Knighton Architecture ADDRESS: 730 S Sleepy Ridge Dr. Ste 300,Orem, Utah 84058 PHONE: 801-820-4460 EMAIL: Melvin@knightonarchitecture.com CO V E R S H E E T CV 01 165 W Canyon Crest Rd Ste 260 Alpine, Utah 84004 DATE: PROJECT NO. REVISION 1 2 3 4 5 6 DATE SCALE: ©2025 DRAWN BY: CO N S U L T A N T S I N C . Gwilliams@fawkesconsulatants.com 09/08/2025 24.005 SA N T A M O N I C A A P A R T M E N T S DN 32 0 E 7 0 0 N RE X B U R G C I T Y MA D I S O N C O U N T Y , ID 4 3 4 4 0 1"=30' /11 SU B M I T T A L S E T 320 E 700 N REXBURG CITY, MADISON COUNTY, ID 43440 CIVIL CONSTRUCTION DRAWINGS SANTA MONICA APARTMENTS SHEET INDEX SHEET NUMBER SHEET TITLE CV COVER SHEET GN GENERAL NOTES C100 DEMOLITION PLAN C200 SITE PLAN C300 GRADING PLAN C400 UTILITY PLAN C500 PLAN & PROFILE C501 PLAN & PROFILE C800 DETAILS C801 DETAILS C802 DETAILS 0ϵ/0ϴ/2ϱ CA R L O W R D E 7TH N S0 ° 1 4 ' 1 5 " E 5 0 . 0 0 ' N89°58'29"W 803.95' S0 ° 2 8 ' 2 6 " E 2 8 2 . 6 5 ' BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 4 BUILDING 5 BUILDING 6BUILDING 2 BUILDING 3 DETENTION POND 2DETENTION POND 1 VAN VANVANVAN VAN VAN VAN VAN LEASING OFFICE BUILDING 1 CA R L O W R D E 7TH N S0 ° 1 4 ' 1 5 " E 5 0 . 0 0 ' N89°58'29"W 803.95' S0 ° 2 8 ' 2 6 " E 2 8 2 . 6 5 ' DETENTION AREA & SNOW STORAGE AREA 2 TRASH ENCLOSURES DETENTION AREA & SNOW STORAGE AREA 3 TRASH ENCLOSURES 25.0' BSL 20 . 0 ' BS L 27 . 0 ' 9.0' BSL 25 . 0 ' BS L 28 . 0 ' 28 . 0 ' 28 . 0 ' 18 . 0 ' (T Y P ) 9.0' (TYP) 26 . 0 ' 27.0' 8 5 11 11 3 12 12 16 8 11 11 12 11 17 8 12 11 5 11 12 14 5' R4 . 0 ' R4. 0 ' R4.0 ' R4.0'R4.0' R4 . 0 ' R4.0'R2.5 ' R2. 5 ' R 4 . 0 ' R4.5 ' R 4 . 0 'R4.0 ' R4. 0 ' R 4 . 0 ' R3 . 0 ' 6. 0 ' (T Y P ) 6. 0 ' (T Y P ) 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 36.0' 37 . 0 ' 36.0' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 129.9' 37 . 0 ' 21.3'26.9'10.0'10.0'12.4'12.3' 10.0'10.0'10.0' 5.0'5.0' 5.0' 5.0'5.0' 5.0' 6.0'6.0' 5.0' 6.0'6.0' 5.0' 18 . 0 ' (T Y P ) 9.0' (TYP) 20 . 0 ' (T Y P ) 9.0' (TYP) 20 . 0 ' (T Y P ) 9.0' (TYP) 20 . 0 ' (T Y P ) 9.0' (TYP) 20 . 0 ' (T Y P ) 9.0' (TYP) 20 . 0 ' (T Y P ) 9.0' (TYP) 18 . 0 ' (T Y P ) 9.0' (TYP) 18 . 0 ' (T Y P ) 9.0' (TYP) 18 . 0 ' (T Y P ) 9.0' (TYP) 30.0' 25 . 7 ' 20 . 0 ' 32 . 4 ' 25.3' 20 . 0 ' R 2 . 5 ' R 2 . 5 ' R2. 5 ' R4.5 ' R2. 5 ' R4.0 ' R4 . 0 ' R 2 . 5 ' R2. 5 ' R4.0 ' R4. 0 ' R4 . 0 ' R 4 . 0 ' R4.0 ' R 4 . 0 ' R4.0 ' R4.0' R4.0 ' 37.0' 37 . 0 ' 37 . 0 ' 37.0'10.0' R4.0' R4.0 ' R 4 . 0 ' 4.0' (TYP) 27.0' R 4 . 0 ' 6. 0 ' (T Y P ) 4.0' (TYP) 4.0' (TYP) 4.0' (TYP) 6. 0 ' (T Y P ) 1.5'1.5' 9.3'25.0' UTILITY TRENCH SEE C801 DETAIL 7 SPILL CURB & GUTTER SEE C801 DETAIL 6 SPILL CURB & GUTTER SEE C801 DETAIL 6 TYPICAL CURB & GUTTER SEE C800 DETAIL 8 SPILL CURB & GUTTER SEE C801 DETAIL 6 SPILL CURB & GUTTER SEE C801 DETAIL 6 6' MONOLITHIC CONCRETE SIDEWALK. SEE C801 DETAIL 2 (TYP) 2' RIBBON GUTTER SEE C801 DETAIL 4 SPILL CURB & GUTTER SEE C801 DETAIL 6 SPILL CURB & GUTTER SEE C801 DETAIL 6 TRANSITION FROM STANDARD CURB & GUTTER TO RIBBON GUTTER TRANSITION FROM TYPICAL CURB & GUTTER TO RIBBON GUTTER SPILL CURB & GUTTER SEE C801 DETAIL 6 SPILL CURB & GUTTER SEE C801 DETAIL 6 SPILL CURB & GUTTER SEE C801 DETAIL 6 SPILL CURB & GUTTER SEE C801 DETAIL 6 TRANSITION FROM STANDARD CURB & GUTTER TO RIBBON GUTTER SPILL CURB & GUTTER SEE C801 DETAIL 6 2' RIBBON GUTTER SEE C801 DETAIL 4 SPILL CURB & GUTTER SEE C801 DETAIL 6 SPILL CURB & GUTTER SEE C801 DETAIL 6 TRANSITION FROM TYPICAL CURB & GUTTER TO RIBBON GUTTER BUILDING SET BACK LINE SPILL CURB & GUTTER SEE C801 DETAIL 6 COMMERCIAL DRIVEWAY SEE C800 DETAIL 8 NORMAL RESIDENTIAL STREET SEE C801 DETAIL 1 COMMERCIAL DRIVEWAY SEE C800 DETAIL 5 TYPICAL CURB & GUTTER SEE C800 DETAIL 8TYPICAL CURB & GUTTER SEE C800 DETAIL 8 TYPICAL CURB & GUTTER SEE C801 DETAIL 6SEE C800 DETAIL 1 SEE C800 DETAIL 2 EX. SIDEWALK ASPHALT PER CITY STANDARDS. SEE C801 DETAIL 1 CONCRETE SIDEWALK PER REXBURG CITY STANDARS TYPICAL CURB & GUTTER SEE C801 DETAIL 7 SINGLE DIRECTION DEPRESSED ACCESS SEE C800 DETAIL 3 6' MONOLITHIC CONCRETE SIDEWALK. SEE C801 DETAIL 2 (TYP) CONCRETE SIDEWALK PER REXBURG CITY STANDARS PEDESTRIAN RAMP PER REXBURG CITY STANDARS PEDESTRIAN RAMP PER REXBURG CITY STANDARS PEDESTRIAN RAMP PER REXBURG CITY STANDARS PEDESTRIAN RAMP PER REXBURG CITY STANDARS CITY APPROVED TREE (TYP) SEE DETAIL 07 SHEET C801 CITY APPROVED TREE (TYP) SEE DETAIL 05 SHEET C801 CITY APPROVED SHRUB (TYP) SEE DETAIL 05 SHEET C801 CITY APPROVED SHRUB (TYP) SEE DETAIL 05 SHEET C801 15' X 15' VISIBILITY TRIANGLE 15' X 15' VISIBILITY TRIANGLE 15' X 15' VISIBILITY TRIANGLE VISIBILITY TRIANGLE PROPOSED STREET LIGHT PROPOSED ELECTRICAL BOX PROPOSED STREET LIGHT PROPOSED STREET LIGHT 30 . 0 ' R4.0 ' R 4 . 0 ' R4.0' R4 . 0 ' R4.0 ' R4. 0 ' R4 . 0 ' Scale: 1" = 30' 30 0 15 30 Graphic Scale 50 6040 N WEST EAST S O U T H SI T E P L A N C200 165 W Canyon Crest Rd Ste 260 Alpine, Utah 84004 DATE: PROJECT NO. REVISION 1 2 3 4 5 6 DATE SCALE: ©2025 DRAWN BY: CO N S U L T A N T S I N C . Gwilliams@fawkesconsulatants.com 09/08/2025 24.005 SA N T A M O N I C A A P A R T M E N T S DN 32 0 E 7 0 0 N RE X B U R G C I T Y MA D I S O N C O U N T Y , ID 4 3 4 4 0 1"=30' /11 SU B M I T T A L S E T 04 PARKING STALLS: 2 STALLS REQUIRED PER UNIT 103 UNITS TOTAL 210 STALLS REQUIRED 221 STALLS PROVIDED TOTAL ADA STALLS REQUIRED 8 TOTAL ADA VAN STALLS REQUIRED 2 TOTAL ADA STALLS PROVIDED 8 TOTAL ADA VAN STALLS PROVIDED 8 18' DEEP STALLS PROVIDED 143 20' DEEP STALLS PROVIDED 78 PERCENTAGE OF 20' STALLS REQUIRED 20% PERCENTAGE OF 20' STALLS PROVIDED 35% SNOW STORAGE CALCULATION PARKING/MANEUVERING AREA : 82,809 SF SNOW STORAGE AREA : 10,725 SF SNOW STORAGE AREA TOPARKING/MANEUVERING AREA : 12.95% PROPOSED IMPERVIOUS/PERVIOUS AREA CALCULATIONS LOT AREA 224,254.75 SF, 5.15 AC IMPERVIOUS AREA: -TOTAL BUILDING 50,770.17 SF (22.64%) -ROAD AND PARKING 82,818.52 SF (36.93%) -SIDEWALK AND OTHERS 19,906.01 SF (8.88%) TOTAL IMPERVIOUS AREA 153.494.70 SF (68.45%) PERVIOUS AREA: -LANDSCAPE 70,760.05 SF (31.55%) 09/08/25 1 2 3 4 5 6 C A D B 55 N University Ave Suite 227 Provo UT 84601 385.307.3770 | melvin@knightonarchitecture.com These drawings and their content are the property of Knighton Architecture PLLC and are to be utilized on this project only. Reproduction of any part of this material, without the express written permission of Knighton Architecture PLLC is prohibited. © COPYRIGHT 2024 KNIGHTON ARCHITECTURE PLLC G000 SANTA MONICA TOWNHOME 2-STORY CLEARSTONE LLC 811 S 5TH W REXBURG, ID 01 SEPTEMBER 2025 COVER OWNER: Clearstone LLC - - Contact: Mike Wade, Owner Email: mikew5353@gmail.com Phone: - DESIGNER: Esai Studios 55 N University Ave #227 Provo, UT 84601 Contact: Melvin Rodriguez, Designer Email: melvin@esaidesigns.com Phone: (801) 362-6658 GENERAL CONTRACTOR: Owner Build - - Contact: - Email: - Phone: - STRUCTURAL ENGINEER: Solid Engineering - - Contact: Martin Seneca Email: martin.seneca@solidse.com Phone: 801.960.2998 CIVIL ENGINEER: Fawkes Consultants - - Contact: Guy Williams, PE Email: gwilliams@fawkesconsultants.com Phone: - LOCATION SQUARE FOOTAGE MAIN LEVEL UNIT 1 480 SF MAIN LEVEL UNIT 2 480 SF MAIN LEVEL UNIT 3 480 SF MAIN LEVEL UNIT 4 480 SF MAIN LEVEL UNIT 5 480 SF MAIN LEVEL UNIT 6 480 SF MAIN LEVEL UNIT 7 480 SF MAIN LEVEL UNIT 8 480 SF MAIN LEVEL UNIT 9 480 SF MAIN LEVEL UNIT 10 480 SF UPPER LEVEL UNIT 1 490 SF UPPER LEVEL UNIT 2 490 SF UPPER LEVEL UNIT 3 490 SF UPPER LEVEL UNIT 4 490 SF UPPER LEVEL UNIT 6 490 SF UPPER LEVEL UNIT 7 490 SF UPPER LEVEL UNIT 8 490 SF UPPER LEVEL UNIT 9 490 SF UPPER LEVEL UNIT 10 490 SF UPPER LEVEL UNIT 5 490 SF CONDITIONED 9,693 SF General G000 COVER G001 NOTES & PROJECT INFO GSN GENERAL STRUCTURAL NOTES Electrical E101 LIGHTING PLANS E102 POWER PLANS Structural GSN GENERAL STRUCTURAL NOTES S0.0 FOUNDATION PLAN S1.0 WALL PLAN S2.0 FRAMING PLAN SD1 STRUCTURAL DETAILS 1 Architectural A000 PERSPECTIVES A001 ASSEMBLIES A091 FOUNDATION PLAN A092 FOUNDATION WALL HEIGHT A101 MAIN LEVEL FLOOR PLAN A102 UPPER LEVEL FLOOR PLAN A103 TYPICAL END UNIT ENLARGED FLOOR PLANS A104 TYPICAL UNIT ENLARGED FLOOR PLANS A111 REFLECTED CEILING PLANS A121 ROOF PLAN A201 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A721 STAIR DETAILS A751 TYPICAL DETAIL A752 TYPICAL DETAIL A801 DOOR & WINDOW SCHEDULE BUILDING NARRATIVE REMODEL OF EXISTING HOME APPLICABLE BUILDING REGULATIONS 2021 UTAH RESIDENTIAL CODE (amended IRC 2021) 2021 UTAH PLUMBING CODE (amended IPC 2021) 2021 UTAH MECHANICAL CODE (amended IMC 2021) 2020 UTAH ELECTRICAL CODE (amended NFPA 70, 2020) 2018 UTAH RESIDENTIAL ENERGY CONSERVATION CODE (amended IECC 2015) 2009 UTAH ACCESSIBILITY CODE (amended A117.1, 2009) 2010 ADA STANDARDS SITE INFORMATION LEGAL DESCRIPTION:- SERIAL NUMBER (APN):- TYPE OF CONSTRUCTION:- OCCUPANCY:- ZONING - PROJECT SUMMARY SI T E VICINITY MAP DEFERRED PERMIT SUBMITTALS TRUSS DESIGN & CALCULATIONS SHEET INDEX AREAPROJECT DIRECTORY Street Number As indicated, Must build to Structural/Engineering plans associated with this permit SURFACE SLOPE NORTH ARROW PROJECT NORTH - SEE SITE PLAN FOR TRUE NORTH DRAWING REVISION RIGID INSULATION ACOUSTIC/THERMAL INSULATION CONCRETE MASONRY CONCRETE EXISTING WALL DRAWING TITLE SCALE:1 DRAWING TITLE 1/8" = 1'-0"STUD WALL DEMO WALL 1 1/4:12 SLOPE DRAWING SCALEDRAWING NUMBER A601 ROOM NAME DETAIL CALLOUT ELEV NUMBER DETAIL NUMBER EXTERIOR ELEVATION SHEET NUMBER BUILDING SECTION WALL OR PARTIAL SECTION SHEET NUMBER 1 ROOM TAG INTERIOR ELEVEVATION ELEV NUMBER SHEET NUMBER ROOM ROOM NUMBER SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER A601 1 A601 1 A601 1 A601 1 WINDOW TYPE - REFER TO WINDOW SCHEDULE DOOR TAG WINDOW TAG DOOR TYPE - REFER TO DOOR SCHEDULE ASSEMBLY TYPE - REFER TO ASSEMBLIES KEYNOTE ASSEMBLY TAG # AA 1BS A3 0 6 0 WINDOW SIZE DOOR SIZE UNCONDITIONED AREA CONDITIONED AREA 480 SF MAIN LEVEL UNIT 1 480 SF MAIN LEVEL UNIT 2 480 SF MAIN LEVEL UNIT 3 480 SF MAIN LEVEL UNIT 4 480 SF MAIN LEVEL UNIT 5 480 SF MAIN LEVEL UNIT 6 480 SF MAIN LEVEL UNIT 7 480 SF MAIN LEVEL UNIT 8 480 SF MAIN LEVEL UNIT 9 480 SF MAIN LEVEL UNIT 10 37 ' - 0 " 129' - 8" R-25 CLOSED CELL FOAM APPLIED DIRECTLY TO UNDERSIDE OF SHEATHING AND R-24 SPRAY FIBERGLASS W/ "MEMBRANE" (SMART MEMBRANE) @ WARM SIDE FENESTRATION U-VALUE .32 SKYLIGHT U-VALUE .55 CEILING INSULATION WOOD FRAME WALL INSULATION R-21 SPRAY FIBERGLASS W/ R-5 CONTINUOUS INSULATION OR INSULATED SIDING FLOOR INSULATION R-30 OR SUFFICIENT TO FILL CAVITY, R-19 MINIMUM BASEMENT WALL INSULATION R-21 CAVITY INSULATION SLAB INSULATION R-VALUE/DEPTH R-10 @ 4'-0" (AN ADDITIONAL R-5 IS REQUIRED UNDER ALL SLABS W/ RADIANT TUBING) CRAWL SPACE INSULATION R-15 CONTINUOUS (ON INTERIOR OR EXTERIOR) OR R-15 CAVITY 490 SF UPPER LEVEL UNIT 1 490 SF UPPER LEVEL UNIT 2 490 SF UPPER LEVEL UNIT 3 490 SF UPPER LEVEL UNIT 4 490 SF UPPER LEVEL UNIT 6 490 SF UPPER LEVEL UNIT 7 490 SF UPPER LEVEL UNIT 8 490 SF UPPER LEVEL UNIT 9 490 SF UPPER LEVEL UNIT 10 490 SF UPPER LEVEL UNIT 5 1' - 0 " 37 ' - 0 " 129' - 8" 9' - 9 5/8" 1 2 3 4 5 6 C A D B 55 N University Ave Suite 227 Provo UT 84601 385.307.3770 | melvin@knightonarchitecture.com These drawings and their content are the property of Knighton Architecture PLLC and are to be utilized on this project only. Reproduction of any part of this material, without the express written permission of Knighton Architecture PLLC is prohibited. © COPYRIGHT 2024 KNIGHTON ARCHITECTURE PLLC G001 SANTA MONICA TOWNHOME 2-STORY CLEARSTONE LLC 811 S 5TH W REXBURG, ID 01 SEPTEMBER 2025 NOTES & PROJECT INFO LOCATION SQUARE FOOTAGE MAIN LEVEL UNIT 1 480 SF MAIN LEVEL UNIT 2 480 SF MAIN LEVEL UNIT 3 480 SF MAIN LEVEL UNIT 4 480 SF MAIN LEVEL UNIT 5 480 SF MAIN LEVEL UNIT 6 480 SF MAIN LEVEL UNIT 7 480 SF MAIN LEVEL UNIT 8 480 SF MAIN LEVEL UNIT 9 480 SF MAIN LEVEL UNIT 10 480 SF UPPER LEVEL UNIT 1 490 SF UPPER LEVEL UNIT 2 490 SF UPPER LEVEL UNIT 3 490 SF UPPER LEVEL UNIT 4 490 SF UPPER LEVEL UNIT 6 490 SF UPPER LEVEL UNIT 7 490 SF UPPER LEVEL UNIT 8 490 SF UPPER LEVEL UNIT 9 490 SF UPPER LEVEL UNIT 10 490 SF UPPER LEVEL UNIT 5 490 SF CONDITIONED 9,693 SF SCALE:1/8" = 1'-0"1 MAIN LEVEL AREA PLAN AREA CALCULATIONS GENERAL NOTES FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS ARE COMPLETED. DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF CONCRETE, GRID/COLUMN LINE, CENTER OF ELEMENT, COUNTERTOP EDGE, OR AS NOTED. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATION OF STRUCTURAL MEMBERS, OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS, AND ACCESSORIES. DETAILS NOTED AS "TYPICAL" OR "TYP" APPLY IN ALL CASES UNLESS SPECIFICALLY REFERENCED. DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE OVER DETAILS NOTED AS "TYPICAL" OR "TYP". SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND DETAILS. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE PROJECT IS IN PROGRESS UNTIL PROJECT COMPLETION. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE. CONTRACTOR SHALL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH, AND TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED PER SPECIFICATION SECTION 07 84 00 - FIRESTOPPING AND THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS. RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURERS NAME AND TEST APPROVAL INFORMATION. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND EXTERIOR SIGNAGE. REFERENCE DEFERRED PERMITS SUMMARY ON THIS SHEET. PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR MOUNTING GRAB BARS, SHELVING, EQUIPMENT, HANDRAILS, ACCESSORIES, AND CASEWORK. PROPOSED BUILDING FF EL OF XX' AS SHOWN ON THE CIVIL DRAWINGS IS EQUAL TO 0'-0" ON ALL OTHER DOCUMENTS. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. CONTRACTOR SHALL PROVIDE LIST OF THE FIRESTOP MATERIALS/ASSEMBLIES TO BE USED, THEIR RESPECTIVE PENETRATION TYPES/LOCATIONS, AND UL AND/OR ICC REPORTS/LISTING NUMBERS TO THE BUILDING INSPECTOR FOR REVIEW AND APPROVAL. SMOKE AND FIRE DAMPERS SHALL BE INSTALLED PER 2012 IBC SECTION 717. MECHANICAL EXHAUST OF BATHROOMS AND LAUNDRY FACILITIES IS REQUIRED. AIR CHANGES AND DISTANCE OF DISCHARGE FROM OPERABLE OPENINGS SHALL BE COMPLIANT WITH IBC 2012 SECTION 1203. AN APPROVED GAS SHUT-OFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. CLIMATE ZONE 6 - INSULATION SYMBOLS AREA CALCULATION BASED FROM EXTERIOR FACE OF FRAMING IN BOTH CONDITIONED AND UNCONDITIONED LOCATIONS. AT CONCRETE LOCATIONS, AREA BASED FROM INTERIOR FACE OF CONCRETE. STAIR AREA CALCULATED TO LOWEST LEVEL. 1. 2. 3. SCALE:1/8" = 1'-0"2 UPPER LEVEL AREA PLAN