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Home My WebLink AboutPLANS - 21-00187 - Rexburg Rowhouses - Bldg 1 Units 101-1253 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 GI001 Cover Sheet 20.0550 March 29, 2021 Rexburg Rowhouses permit set Rexburg Rowhouses permit set March 29, 2021 structural engineer Frost Engineering 1020 lincoln road idaho falls, idaho 83401 (208) 227-8404 contact: markell bateman owner clearstone, llc 2141 parleys terrace salt lake city, utah 84109 (801) 809-9965 contact: mike wade architect method studio 160 west 2nd south, ste. 201 rexburg, idaho 83440 (208) 701-0068 contact: kyler hokanson civil engineer connect engineering 1150 hollipark dr. idaho falls, idaho 83405 (208) 681-8590 contact: steve heath mechanical engineer engineered systems associates (esa) 1355 east center street pocatello, idaho 83201 (208) 223-0501 contact: dwayne sudweeks electrical engineer payne engineering 1823 east center pocatello, idaho 83201 (208) 232-4439 contact: shawn meador ARCHITECTURAL SYMBOLS 1 REVISION CLOUD CLOUDED AREA DELTA MARKER AE101.a A1 WINDOW/CURTAIN WALL TAG DOOR TAG S3x NORTH ARROW ROOM TAG ROOM NAME ROOM NUMBER ? DETAIL CALLOUT VIEW ON SHEET SHEET NUMBER VIEW TITLE VIEW NAME DRAWING SCALE VIEW ON SHEET SHEET NUMBER INTERIOR/EXTERIOR ELEVATION VIEW ON SHEET SHEET NUMBER A1 AE101 SIM BUILDING SECTION VIEW ON SHEET SHEET NUMBER A1 AE101 SIM AE101.a A1 DETAIL VIEW ON SHEET SHEET NUMBER WALL TAG Name Elevation LEVEL DATUM LEVEL NAME LEVEL ELEVATION KEYNOTE TAG A B 1 2 GRID REFERENCE MARK A1 STARTS AT LOWER LEFT CORNER (NATIONAL CAD STANDARD); NUMBERS ARE VERTICAL GRIDS (READ LEFT TO RIGHT) LETTERS ARE HORIZONTAL GRIDS (BOTTOM TO TOP) LETTERS "I" AND "O" ARE EXCLUDED FROM GRID NAMING CONVENTION AE101a SHEET NUMBERING SYSTEM DISCIPLINE SHEET TYPE SHEET NUMBER SEQUENCE (CONSULTING ENGINEERS TO FOLLOW SAME) (SEE RESPECTIVE DISCIPLINES FOR SYMBOLS NOT DEFINED HERE) A1 AE101 SIM C1 10' - 0"CEILING TAG CEILING TYPE CEILING HEIGHT VIEW NUMBER A1 AE101 SIM WALL SECTION VIEW ON SHEET SHEET NUMBER BUILDING SECTION -PARTIAL 000x A1 View Name 1/8" = 1'-0" CW1 CURTAIN PANEL TAGA AE101 1 Ref 1 Re f 1 Ref 1Re f SHEET NUMBER (AREA PLANS) R1 F1 FLOOR TAG ROOF TAG DEPTH HEIGHT WIDTH AWS STANDARD CASEWORK TYPE w/ MODIFICATION DENOTED BY "M"REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES. SEE SHEET SERIES AE900 FOR CASEWORK DETAILS.MODIFIER CASEWORK TAG XX FINISH SYMBOL MATERIAL TYPE MATERIAL TRANSITION 01.01 STRUCTURE TYPE SIZE OF STRUCTURAL LAYER (INCHES) CONFIGURATION SEE WALL TYPE SHEET (AE500 SERIES) FOR A COMPLETE LIST OF WALL TYPES CSI DIVISION (00-49) [DOT SEPARATOR) KEYNOTE # 101M 30 36 24 Extra Shelf AREA (SF) (CODE PLANS) OCCUPANT LOAD (CODE PLANS) SPOT ELEVATION EARTH (existing) 02 SITE CONSTRUCTION EARTH (backfill) DRAINAGE FILL CONCRETE - CAST-IN-PLACE 03 CONCRETE CONCRETE - PRECAST BRICK 04 MASONRY CONCRETE MASONRY UNITS STEEL 05 METALS ALUMINUM 06 WOODS AND PLASTICS CONTINUOUS WOOD INTERMITTENT WOOD/BLOCKING SHEATHING FINISH WOOD HARDBOARD PARTICLE BOARD 07 THERMAL & MOISTURE PROTECTION BATT INSULATION LOOSE FILL INSULATION RIGID INSULATION 09 FINISHES GYPSUM BOARD MATERIAL LEGEND COMPACTED FILL FIRE SPRAY GROUT MISCELLANEOUS GENERAL NOTES 1. THE PROJECT MANUAL, UNDER SEPARATE COVER, IS AN INTEGRAL PART OF THESE CONSTRUCTION DRAWINGS. 2. PLANS, SECTIONS, ELEVATIONS, DETAILS AND DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATION OCCURRING THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY KEYED ON THE DRAWINGS. 3. ALL WORK, MATERIALS, AND METHODS SHALL BE IN CONFORMANCE WITH THE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION. 4. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND INSTALLATION OF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED OR SPECIFIED. 5. CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE LOCATION OF THE INFORMATION ON THE DOCUMENTS. 6. KEEP SITE CLEAN AND CLEAR OF DEBRIS AND IN ORDERLY CONDITION THAT DOES NOT DETRACT FROM THE SURROUNDING SITE AND REPAIR ANY DAMAGE CAUSED BY WORK OF THE CONTRACT. 7. ALL DIMENSIONS ARE TO THE FACE OF METAL OR WOOD STUD FRAMED WALLS AND TO THE FACE OF CONCRETE AND MASONRY WALLS AS SHOWN, UNLESS NOTED OTHERWISE. 8. INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ADJACENT SURFACE. COLOR REQUIRES ARCHITECTS APPROVAL. 9. DOOR OPENINGS IN FRAME CONSTRUCTION WHICH ARE NOT DIMENSIONED ARE EITHER CENTERED IN THE WALL, FACE OF JAMB OR LOCATED 4" FROM THE FACE OF STUD TO THE FINISHED JAMB. 10. ALL SPECIAL ACCESSIBLE FACILITIES SHALL BE IDENTIFIED WITH APPROVED SIGNAGE. 11. THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING A WEATHER TIGHT BUILDING, DETAILS AND OMISSIONS TO DRAWINGS NOTWITHSTANDING. ALL DRAWING CONFLICTS WHICH MAY NOT ALLOW A WEATHERTIGHT CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 12. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SPECIFIC DISCREPANCIES FOR ARCHITECT REVIEW. 13. PROVIDE FULL METAL BACKING PLATE (16 GAUGE X 6" HIGH SECURED TO 3 STUDS MIN.) OR WOOD BLOCKING AS REQUIRED TO SECURELY ANCHOR ALL WALL MOUNTED EQUIPMENT (CABINETS, TOILET ROOM ACCESSORIES, HARDWARE, ETC.). BLOCKING SHALL PROVIDE A RIGID CONNECTION CAPABLE OF SUPPORTING DESIGN LOADS. PROVIDE A 16 GAUGE X 6" STL. STUD/TRACK SECURED TO 2 STUDS TO SECURELY SUPPORT ALL WALL STOPS (DOOR BUMPER). 14. COORDINATE WITH ALL TRADES, SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS OR BASES, AS WELL AS ELECTRIC POWER, WATER, AND DRAIN INSTALLATIONS, BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ANY CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. A REASONABLE RESPONSE TIME SHALL BE ALLOWED AS NOTED IN THE SPECIFICATIONS. 15. ALL FLOOR OR WALL OPENINGS REQUIRED FOR PIPES, DUCTS, CONDUITS,ETC. SHALL BE SEALED IN AN APPROVED MANNER. 16. FIRE SPRINKLER DESIGN TO BE DONE BY A CERTIFIED SUB-CONTRACTOR AND WILL REQUIRE APPROVALS BY THE CITY AND STATE FIRE MARSHAL. APPROVALS BY THE FIRE MARSHAL ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT. SUBMITTAL TO THE ARCHITECT ALSO INDICATES THAT THE CONTRACTOR HAS REVIEWED AND COORDINATED FIRE-SPRINKLER PIPING LOCATIONS WITH ALL TRADES. 17. ROOMS ENCLOSED WITH RATED WALLS REQUIRE RATED DOORS. ANY DUCTS PASSING THROUGH WALLS REQUIRE FIRE DAMPERS AND OR FIRE/SMOKE DAMPERS. ANY CONDUIT OR PIPING REQUIRES RATED SEALANT AT JOINTS. 18. GENERAL STRUCTURAL NOTES GOVERN TYPICAL CONDITIONS WHETHER OR NOT SPECIFICALLY DETAILED OR NOTED. 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CASEWORK, DOORS, ETC. 20. THE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BUILDING, THE TYPE OF STRUCTURAL, MECHANICAL, ELECTICAL AND UTILITY SYSTEMS AND MAJOR ARCHITECTURAL ELEMENTS OF CONSTRUCTION AS "SCOPE" DOCUMENTS. 21. THE DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE WORK. CONTRACTS SHALL BE LET ON THE BASIS OF SUCH DOCUMENTS, WITH THE UNDERSTANDING THAT THE CONTRACTOR IS TO FURNISH ALL ITEMS REQUIRED FOR PROPER COMPLETION OF THE WORK WITH OUT ADJUSTMENT TO CONTRACT PRICE. IT IS INTENDED THAT THE WORK TO BE OF SOUND AND QUALITY CONSTRUCTION AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INCLUSION OF ADEQUATE AMOUNTS TO COVER INSTALLATION OF ALL ITEMS INDICATED, DESCRIBED OR REASONABLY IMPLIED. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 GI002 General Information 20.0550 March 29, 2021 Rexburg Rowhouses permit set ABBREVIATION SCHEDULE Abbrev. Description ID INSIDE DIAMETER IE INVERT ELEVATION INSUL INSULATION INT INTERIOR INTX INTERSECTION INV INVERT J JB JUNCTION BOX JCT JUNCTION JST JOIST JT JOINT L L ANGLE L LENGTH LC LENGTH OF CURVE LDC LEAD COVERED LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LT LIGHT M MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTG MOUNTING MULL MULLION MWP MEMBRANE WATERPROOFING N N NORTH NA NOT APPLICABLE NE NORTHEAST NEC NATIONAL ELECTRIC CODE NEUT NEUTRAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE NW NIORTHWEST O OA OUTSIDE AIR OA OUTSIDE AIR OC ON CENTER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OPP OPPOSITE OVHD OVERHEAD P PI POINT IF INTERSECTION PL PLATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PNT PAINT PRELIM PRELIMINARY PRESS PRESSURE PRIM PRIMARY PRTN PARTITION PT POINT, POINT OF TANGENT Q QT QUARRY TILE R R RADIUS RA RETURN AIR RB RESILIENT VINYL BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RECP RECEPTACLE REINF REINFORCEMENT REQD REQUIRED REV REVISION RF ROOF RFLCP REFLECTIVE CEILING PLAN RM ROOM RVT RESILIENT VINYL TILE S S SOUTH SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SECT SECTION SHT SHEET SIM SIMILIAR SL SLOPE SPEC SPECIFICATION SQ SQUARE STL STEEL SUSP SUSPENDED T T TOP T&B TOP AND BOTTOM TEL TELEPHONE TEMP TEMPORARY TERM TERMINAL THK THICK/THICKNESS THRSLD THRESHOLD TO TOP OF TOS TOP OF STEEL, TOP OF SLAB TOW TOP OF WALL TYP TYPICAL U UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITION TILE VENT VENTILIATING VERT VERTICAL VEST VESTIBULE VWC VINYL WALL COVERING W W WIDTH, WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WIDTH WT WEIGHT WWF WELDED WIRE FABRIC X X TRANSFORMER ABBREVIATION SCHEDULE Abbrev. Description 0 # NUMBER OR POUND & AND 2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE @ AT [ CHANNEL ± PLUS MINUS ≤ LESS THAN OR EQUAL TO ≥ GREATER THAN OR EQUAL TO A AB ANCHOR BOLT AC APSHALTIC CONCRETE ACST ACOUSTIC AD AREA DRAIN ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AL ALUMINUM ALT ALTERNATE ARCH ARCHITECTURAL, ARCHITECT, ARCHITECTURE ASPH ASPHALT B B BASELINE B BOTTOM BEJ BRICK EXPANSION JOINT BLDG BUILDING BLK BLOCK BM BEAM BO BOARD BRG BEARING BSMT BASEMENT C C&G CURB & GUTTER CAP CAPACITY CEM CEMENT CG CORNER GUARD CIP CAST IN PLACE, CAST IRON PIPE CIR CIRCULATING CJ CONTROL JOINT CL CENTERLINE CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNITS COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CPT CARPET CSK COUNTERSUNK CT CERAMIC TILE CTR CENTER D D DEPTH DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DWG DRAWING E E EAST E/P EDGE OF PAVEMENT EA EACH EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR EMER EMERGENCY EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXP JT EXPANSION JOINT EXT EXTERIOR F F.V. FIELD VERIFY FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FR FRAME FTG FOOTING FXTR FIXTURE G G GROUND GA GA GALV GALVANIZED GL GLASS GR GRADE GRD GROUND GWB GYPSUM WALL BOARD H HB HOSE BIBB HC HANDICAPPED HDW HARDWARE HGT HEIGHT HORZ HORIZONTAL HR HOUR HW HOT WATER I DRAWING INDEX GENERAL GI001 Cover Sheet GI002 General Information GI003 ADA Building Blocks GI004 Blocking Details GI101 Code Analysis & Code Plans CIVIL C-1 COVER C-2 NOTES C-3 REFERENCE SHEET C-4 SITE PLAN STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S1.1 TYPICAL DETAILS S1.2 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.0 FOUNDATION & ROOF FRAMING DETAILS ARCHITECTURAL SITE AS101 Architectural Site Plan & Unit Concept ARCHITECTURAL AE101 Overall Dimension & Wall Type Plan AE102 Overall Annotation Plan AE111 Overall Slab Edge Plan AE141 Overall Roof Plan AE142 Enlarged Roof Plans AE201 Overall Exterior Elevations AE202 Enlarged Exterior Elevations AE301 Building Sections AE401 Enlarged Type B Unit Plans / Elevations AE402 Enlarged Type A Unit Plans / Elevations AE501 Vertical & Horizontal Assemblies AE511 General Construction Details AE541 Door & Window Details AE601 Door Schedule & Window Types MECHANICAL M101 Mechanical Floor Plan PLUMBING P101 Plumbing Floor Plan P201 Plumbing Details and Schedules ELECTRICAL E0.0 ELECTRICAL SYMBOLS & DETAILS E3.0 POWER RISER, DETAILS AND SCHEDULES 60" MIN Circular T-Shaped 60" MIN 3 6 " M I N 6 0 " M I N 12" MIN 36" MIN 12" MIN 2 4 " M I N Size of Clear Floor Space 3 0 " M I N 48" MIN Forward 30" MIN 4 8 " M I N 3 0 " M I N 48" MIN Parallel Forward Approach 36" MIN x > 2 4 " x > 1 5 " 60" MIN Parallel Approach POSITION OF CLEAR FLOOR SPACE MANEUVERING CLEARANCE IN AN ALCOVE UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH 15 M I N 38 0 48 M A X 12 2 0 48 M A X 12 2 0 44 M A X 11 2 0 >20-25 MAX 510-635 20 MAX 510 (a)(b)10 MAX 255 12 2 0 48 M A X 15 M I N 38 0 10 MAX 255 12 2 0 48 M A X 34 M A X 86 5 34 M A X 86 5 46 M A X 11 7 0 > 10-24 MAX 255-610 (a)(b) 16"- 18" 5 6 " M I N 60" MIN 30" MIN 4 8 " M I N SIZE OF CLEARANCE FOR WATER CLOSET NOTE: FLUSH CONTROLS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET 12" MAX 42" 39" -41" 54" MIN 1 8 " M I N 3 9 " -4 1 " 3 3 "- 3 6 " 36" 3 3 "- 3 6 " 24" MIN 12" MIN 1 7 " -1 9 " 6 0 4 .1 0 .4 1 1 " - 1 7 " @ c h i l d r e n 's f a c i l i t i e s NOTE: FLUSH CONTRILS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET DRINKING FOUNTAIN SPOUT LOCATION 3 1/2" MAX Forward Approach Parallel Approach 5" MAX 15" MIN Below Grab Bar 1 8 " M I N 1 1 /2 " M I N CL 7" -9" 1 2 " M I N CL 7" -9" Above Grab Bar 4 8 " M A X604.1 0 .7 1 4 "-1 9 " C h i l d r e n 's 4 ' - 0 " M A X . 3 ' - 4 " M A X . 3 ' - 2 " MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER 1 5 " M I N . 2 ' - 0 "4 ' - 0 " M A X 2 ' - 6 " TOILET PAPER HOLDER SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER 2 ' - 3 " BABY CHANGING STATION 4 ' - 0 " M A X . SANITARY SEAT NAPKIN DISPENSER WASTE RECEPTACLE T O P O F O P E N I N G 4 ' - 0 " M A X . T O 3 0 " M I N 3 0 " M I N CL SIDE WALL CL BACK WALL 60" MIN CLSIDE WALL 60" MIN 15"- 16" 3 " M A X 2 1/2" MAX 1 1 /2 " M A X RECTANGULAR SHOWER COMPARTMENT SEAT STANDARD ROLL-IN SHOWER COMPARTMENT SIZE AND CLEARANCE GRAB BAR IN STANDARD ROLL-IN SHOWERS 6" MAX 48" MAX 6 " M A X END WALL END WALL ROLL-IN SHOWER CONTROLS AND HANDSHOWER LOCATION (SHADED AREA) C O N T R O L S 3 8 " M I N T O B .O . C O N T R O L S 4 8 " M A X T O T .O . 27" MAX BACK WALL 1 9 " GRAB BAR SHALL NOT EXTEND OVER SEAT FOLD DOWN OR REMOVABLE SEAT FOLD DOWN OR REMOVABLE SHOWER SEAT 16" MIN NO GRAB BARS ABOVE SHOWER SEAT 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 GI003 ADA Building Blocks 20.0550 March 29, 2021 Rexburg Rowhouses permit set 3/8" = 1'-0"C1 Turning Space (ANSI 304) 3/8" = 1'-0"B6 Clear Floor Space (ANSI 305) 3/8" = 1'-0"B3 Reach Ranges (ANSI 308) 3/8" = 1'-0"A6 Restroom Stall Layout (ANSI 604) 3/8" = 1'-0"A5 Grab Bar Placement (ANSI 604) 3/8" = 1'-0"A4 Drinking Fountain (ANSI 602) 3/8" = 1'-0"B2 Dispenser Location (ANSI 604) 3/8" = 1'-0"A1 Typical Toilet Accessories Mounting Height 3/8" = 1'-0"C2 ADA Roll-In Shower (ANSI 608) WALL CONSTRUCTION ACCESSORY MOUNTED OVER FINISHED WALL GYPSUM BOARD NOTE: 1. TYPICAL BLOCKING REQUIRED BEHIND WALL MOUNTED ACCESSORIES AND EQUIPMENT (OPTION 1) 20 GA x 6" FLAT STEEL BLOCKING. ATTACH W SELF TAPPING PAN HEAD SCREWS (OPTION 3) SISTER 16 GA. STL. STUD ATTACH FIXTURE TO SISTER STUD W/ SELF TAPPING SCREWS OR ANCHORS (OPTION 2) INLAID FIRE RETARDANT WOOD BLOCKING (COMPLY WITH IBC 2006 2303.2) STUDS SHOWN @ 16" O.C. SEE WALL TYPES FOUNTAIN 20 GA x 6" FLAT STEEL BLOCKING 20 GA x 6" FLAT STEEL BLOCKING 16 GA SUPPORT STUD FOR STL. ANGLE BRACING WATER COOLER/ FOUNTAIN PROVIDE FULL VERTICAL BLOCKING AT CENTERLINE OF URINAL NAPKIN TAMPON HAND DRYER 20 GA x 6" FLAT STEEL BLOCKING TYPICAL BLOCKING DETAILS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 GI004 Blocking Details 20.0550 March 29, 2021 Rexburg Rowhouses permit set DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DWDW DWR R R R R R R R R R R R R R R R R R RR R DW R DWR DW R DWR DWR DW R CODE ANALYSIS APPLICABLE CODES International Residential Code: International Mechanical Code: International Plumbing Code: International Fire Code: International Energy: Conservation Code National Electrical Code: ADA Accessibility Guidelines: A.Occupancy and Group: Single family housing townhomes (IRC) B.Type of Construction (circle one): FOOTNOTES: 1)In case of conflict with the U.S. Department of Justice Federal Registers Parts I through V -ADA Guidelines and specific reference to the International Residential Code Accessibility Chapters, the more restrictive requirement shall govern. 2)Additional Code Information shall be provided at the discretion of the Building Official for Complex Buildings, including, but not limited to - a.High Rise Requirements b.Atriums c.Performance Base Criteria d.Means or Egress Criteria e.Fire Assembly Locator Sheet f.Exterior and Interior Accessibility Route g.Fire Stopping, including tested design number h.Fire Penetration Details I A I B II A II B III A III B IV A IV B V A V B 2018 2017 2018 2018 2018 IRC 2017 2018 IBC 2018 IRC Notes: 1. This buidling will not be sprinkled and the exterior walls are per table R302.1 (see code plan on this sheet). 2. Double walls will be provided between the units (see code plan on this sheet and wall type assembly FW4b on sheet AE501. 3. Accessible units are per the IBC 2018 code. There are 25 units total. 24 units areType B units and one unit is Type A. A. See enlarged plans on sheet AE401 and AE402 for acessibility clearances. 4. Each unit is aproximatley 530sf to 540sf in area. 5. Approximate overall area is 13,460 square feet. 6. See the site plan on sheet AS101 for public way access, parking and the fire lane. 7. Res check is provided for a middle unit typical and an end unit typical (see information on this sheet). AE401 B4 FOR ADA REQUIREMENTS AE402 B4 FOR ADA REQUIREMENTS MECH A129 ELEC A128 1 BEDROOM A101 1 BEDROOM A102 1 BEDROOM A103 1 BEDROOM A104 1 BEDROOM A105 1 BEDROOM A106 1 BEDROOM A107 1 BEDROOM A108 1 BEDROOM A109 1 BEDROOM A110 1 BEDROOM A111 1 BEDROOM A112 1 BEDROOM A113 1 BEDROOM A114 1 BEDROOM A115 1 BEDROOM A116 1 BEDROOM A117 1 BEDROOM A118 1 BEDROOM A119 1 BEDROOM A120 1 BEDROOM A121 1 BEDROOM A122 1 BEDROOM A123 1 BEDROOM A124 1 BEDROOM A125 (12) @ 539 sf (13) @ 531 sf GRAPHIC LEGEND FIRE BARRIER RATING 2 HOUR RATED WALL FIRE BARRIER, SEE VERTICAL ASSEMBLIES PATH OF EGRESS COMMON PATH OF EGRESS (CPE) TRAVEL DISTANCE (TD) POINT AT WHICH A CHOICE OF 2 EXITS BECOMES AVAILABLE ALLOWABLE DISTANCE = 100'-0" ALLOWABLE EXIT DISTANCE = 250'-0" 1 1 A A 2 2 B B OCC. Req. Prov. 2" DOOR 36" 10 A A 2 2 3 3 B B OCC. Req. Prov. 2" DOOR 36" 10 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 GI101 Code Analysis & Code Plans 20.0550 March 29, 2021 Rexburg Rowhouses permit set 3/32" = 1'-0"A1 Overall Code Plan 1/8" = 1'-0"D5 Enlarged Code Plan (TYP) - Type B Unit 1/8" = 1'-0"B5 Enlarged Code Plan (TYP)- Type A Unit Date: Connect Engineering APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: STATE MAP SHEET NO. PLOT DATE: 3/26/2021 12:38 PM Date: The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.681.8590 Date:Department of Environmental Quality C-1 C-4 REXBURG ROWHOUSE REXBURG, ID REXBURG, ID PRELIMINARY FOR REVIEW ONLY SITE MAP VICINITY MAP REXBURG, ID Sheet List Table Sheet Number Sheet Title C-1 COVER C-2 NOTES C-3 REFERENCE SHEET C-4 SITE PLAN PERMIT REVIEW SET #1 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-006 DATE:DATE: March 26, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY C-2 C-4 RE X B U R G R O W H O U S E NO T E S RE X B U R G , I D DEPARTMENT OF ENVIRONMENTAL QUALITY 900 N SKYLINE, SUITE B IDAHO FALLS, IDAHO 83402 (208) 528-2650 CONTACTS INTERMOUNTIAN GAS COMPANY 1527 HOLLIPARK DR IDAHO FALLS IDAHO, IDAHO 83401 (208) 542-6632 ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (888) 221-7070 CITY OF REXBURG 35 N 1ST E, REXBURG, ID 83440 (208) 359-3020 APPROVED BY ________________________DATE:____________ City of REXBURG STARLIGHT 1525 SHERRY DR. IDAHO FALLS, ID 83403 (208) 523-4567 GENERAL NOTES 1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG standard specifications and drawings, and and requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition. 2. All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth herein, whichever is more restrictive. 3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the local utility location center at least 48 hours before any excavation to request exact field locations of the utilities. 4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors, Subcontractors and/or Utility Contractors shall be present. 5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat. 6. The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainage improvements are in place and functioning. 7. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring, and security within and around the construction area. 8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the request of the agency and/or Engineer. 9. CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project Engineer. 10. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval. 11. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job without the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also maintain a set of plans stamped with approval by the Department of Environmental Quality on site. 12. Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interior corners are verified to be in place. 13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction. 14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from the site. 15. All measures possible shall be taken to ensure erosion control with Best Management Practices. 16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer. 17. All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way. 18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction. 19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements. 20. CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the site improvements meet or exceed standards and design as per the approved construction drawings. 21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc. 22. Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result in non-acceptance of the site by DEQ, Engineer, City etc. 23. A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT ENGINEERING prior to the walk-thru. 24. A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the road right-of-way not shown on these improvement drawings. 25. Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OF REXBURG. 26 Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments will be reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance. 27. All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be provided at the Contractors expense. 28. It is the contractors reasonability to know which permits are needed and obtain all construction permits including ROW for bore. 29.Plans are intended to be printed in color for added clarity of design. STREET CONSTRUCTION 1. All construction within public right-of-way shall conform to the current edition of the ISPWC and the CITY OF REXBURG standards. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by the CITY OF REXBURG. 2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend. 3. Sanitary sewer and storm drain manholes, cones and structures shall be set to specified elevation by their respective contractors. All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to pouring concrete collars. 4. Contractor shall construct four inches (4") of asphalt pavement thickness at joint locations for all pavement matches. 5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed watertight. 6. All work will be inspected by CONNECT ENGINEERING and monitored by the CITY OF REXBURG in accordance with the latest edition of the "REXBURG STANDARD DRAWINGS AND SPECIFICATIONS". 7. Borrow shall be obtained from sources designated or approved in writing by the Engineer. 8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall roadways be placed on frozen or objectionable material. 9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density required as stated in ISPWC. 10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The concrete mix shall include Fly Ash for ASR mitigation. The mix design shall be approved by the engineer. All concrete shall be cured by a liquid membrane-forming curing compound method,unless otherwise specified in writing by the Engineer. 11. The plant mix should be a 12-inch SP3 PG 58-28, 1 to 10 million design ESALs superpave hot mix asphalt design. 12. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense. 13. A traffic control plan based on the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) shall be approved by the CITY OF REXBURG Public Works Department prior to construction. 14. Parked equipment and stored materials shall be kept as far away from the travelway as feasible. Items left overnight within 30 feet of the travel way shall be marked and/or protected. STREET SIGNING 1.All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of Uniform Traffic Control Devices (MUTCD) with the following exceptions: 1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed. 1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green background except private roads, which will have a blue background. 1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted. 1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. 1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used. 1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign. 1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially accepted for maintenance by the CITY OF REXBURG. WATER NOTES 1. The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications. 2. The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with class 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP. 3. All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per City of IDAHO FALLS Std. Dwgs #600-1 and / or 600-3. Cap lines 15' inside property lines after installation of the water mains. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services. 4. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the crossing to prevent settling. 5. All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete thrust blocks as shown on CITY OF IDAHO FALLS std. dwgs. 6. CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire hydrants, and service connections. 7. Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade. 8. The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade. 9. Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less. 10. The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation. 11. The developer's engineer shall be present during all testing of the water line. 12. The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet. 13. The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of 5-foot cover for water lines water systems and disinfection specifications shall be kept. 14. Fire hydrants or temporary blow-offs shall be installed on dead-end water lines. 15. Water lines shall not exceed 8' in depth from finished grade. 16. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 17. All water main fittings to be mechanical joint; no flanged fittings. 18. A minimum of 18" vertical clearance must exist between potable and non-potable lines. 19. Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to approve or reject. All fire hydrants shall be painted red. 20. Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits. SEWER NOTES 1. Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction schedule. 2 All existing utility locations and depths are approximate and shall be verified by the contractor. 3. All elevations are based on the USED DATUM. 4. Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the engineer in the field during construction. 5. Contractor shall repave any existing paved streets disturbed during construction. 6. Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor. 7. The developer's engineer shall be present during all testing of the sewer construction. 8. Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project. 9. The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other pipe approved in the CITY OF REXBURG Standards. 10. All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF REXBURG. 11. Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars. 12. The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and Specifications. 13. Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole base and/or manhole channel in order to insure a watertight seal. 14. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the crossing to prevent settling. 15. Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be constructed at a minimum grade of 1%. 16. Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except where otherwise located, the sewer service lines shall be constructed as shown on plan. 17. The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet. 18. Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of construction. 19. Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering method shall be discussed with the engineer and approved prior to construction. Ditches and storm drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original state. 20. Contractor shall locate and protect all underground utilities during construction. 21. The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications, and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to schedule the tests, backfilling, and pipe laying operation. 22. After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The developer's engineer shall be present to witness the test. The contractor shall contact the engineer 24 hours prior to testing. City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCTV inspection of the completed sewer. 23. The contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until he has obtained approval from the engineer's inspector or made other arrangements for verification of service line invert elevations. 24. Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or approved equal. 25. Service wyes shall be installed per the CITY OF REXBURG Standards. 26. Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer during compaction work. 27. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 28. All visible leaks shall be repaired - even if the leakage is below allowable limits. 29. The developer's engineer shall be present during all testing of the sewer line. 30. A minimum of 18" vertical clearance must exist between potable and non-potable lines. ELECTRICAL NOTES 1. All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Each utility shall be constructed to its own policy. 2. Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installed by the Developer/Contractor. 3. All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and 36" radius elbows shall be schedule 40 pvc. 4. The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade). Including 6" of sand bedding below and above top of conduits. 5. Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by Rocky Mountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench that is less than 48" deep. 6. The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except those facilities shown to be relocated or moved per Rocky Mountain Power contractors map. 7. Coordinate all electrical construction with Rocky Mountain Power. 8. Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electrical facilities, except those facilities inside city rights of way. 9. The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along all Public Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase street light assembly provided and installed by Rocky Mountain Power. 10. If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, and installation details. 11. With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation. or (with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaks and hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc. 12. Contact Rocky Mountain Power prior to construction.PERMIT REVIEW SET #1 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-006 DATE:DATE: March 26, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY C-3 C-4 RE X B U R G R O W H O U S E RE F E R E N C E S H E E T RE X B U R G , I D 100-1 RETAIN AND PROTECT 403-1 FIRE HYDRANT-DETAIL ISPWC SD-404 200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH PER ISPWC SD - 306 401-8 INSTALL 8" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-6 INSTALL 6" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-6 INSTALL 6" WATER VALVE PER ISPWC SD - 406 404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING METER PER IF SD-401A 501-8 INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. 502-1 INSTALL 4' SS MH PER ISPWC SD-501 504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPE TO EASEMENT PER IF-511 601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE 602-1 INSTALL OPEN BOTTOM CATCH BASIN PER DETAIL THIS SHEET 602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601 706-11 INSTALL 3" ROLLED CURB PER ISPWC SD-702 706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER ISPWC SD-712 706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK PER DETAIL THIS SHEET 401-8.8.6 INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-8.6 INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWC SD - 403 706-12 INSTALL 3" LIP DOWN ROLLED CURB PER DETAIL THIS SHEET 706-D1 INSTALL CURB DRAIN PER ISPWC SD-715 602-3 INSTALL SD MANHOLE TYPE A WITH REGULAR LID PER IF-612 RETAIN AND PROTECT EARTHWORK WATER 401-10 INSTALL 10" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-12 INSTALL 12" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-8.8.8 INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.6.6 INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.12 INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.90 INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.11 INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.22 INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.45 INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.11 INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.22 INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.45 INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-8 INSTALL 8" WATER VALVE PER ISPWC SD - 406 402-12 INSTALL 12" WATER VALVE PER ISPWC SD - 406 404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER PER IF SD-401A SEWER 501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. STORM CONCRETE ACRONYMS FF SF TBC BOTTOMBTM SQUARE FEET TOP BACK OF CURB PC POINT OF CURVATURE PI POINT OF INTERSECTIONGB STA STATION R RIGHTLLEFT OFF OFFSET PVI POINT OF VERTICAL INTERSECTION INV IN INV OUT SSMH SANITARY SEWER MANHOLE FINISH FLOOR GRADE BREAK INVERT IN INVERT OUT CB STORM DRAIN CATCH BASIN SDMH STORM DRAIN MANHOLE LP LOW POINT HP HIGH POINT PUE PUBLIC UTILITY EASEMENT PUD PLANNED UNIT DEVELOPMENT 505-6 INSTALL 6" C-900 PRESSURIZED SANITARY SEWER 1102-1 INSTALL STREET LIGHT TRAFFIC SIGNAL AND STREET LIGHTING 1103-1 INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD. 401-12.12.6 INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.8 INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 404-2 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER PER IF SD-401A 706-3 INSTALL 6" CURB AND GUTTER PER CITY OF REXBURG STANDARD ENGINEERING DRAWINGS. 706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710 706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 LEGEND PROPOSED CATCH BASIN PROPOSED FIRE HYDRANT EXIST. LIGHT POLE PROPOSED VALVE EXIST. SANITARY SEWER MANHOLE EXIST. CURB & GUTTER BOUNDARY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE EXIST. FENCE LINE EXIST. SANITARY SEWER LINE EXIST. WATERLINE EXIST. SANITARY SEWER SERVICE EXIST. WATER SERVICE EXIST. OVERHEAD POWER EXIST. OVERHEAD TELEPHONE EXIST. GAS SERVICE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROPOSED CONCRETE SIDEWALK PROPOSED ASPHALT PROPOSED LANDSCAPING PROPOSED BUILDINGS EXISTING ASPHALT TO BE PROTECTED PROPOSED STORM DRAIN MANHOLE EXIST. STORM DRAIN LINE EXIST. POWER POLE PROPOSED SANITARY SEWER MANHOLE PROPOSED POWER POLE EXIST. STORM DRAIN MANHOLE PROPOSED STREET LIGHT EXIST. FIRE HYDRANT EXIST. VALVE LOT LINE CENTERLINE OF ROAD EXIST. CATCH BASIN EXIST. UNDERGROUND POWER REFERENCES 506-6.90 INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PER ISPWC SD - 403 NOTE: NOT ALL HATCHES, LINETYPES, REFERENCES, AND SYMBOLS ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER LINE PROPOSED WATERLINE PROPOSED OVERHEAD POWER PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED UNDERGROUND POWER PROPOSED FENCE LINE PROPOSED STORM DRAIN LINE PROPOSED SANITARY SEWER SERVICE PPROPOSED WATER SERVICE 0901.4.1.A.1-01 INSTALL 1" PRESSURIZED IRRIGATION PRESSURE IRRIGATION 0901.4.1.A.1-1.5 INSTALL 1.5" PRESSURIZED IRRIGATION 0901.4.1.A.1-02 INSTALL 2" PRESSURIZED IRRIGATION 0901.4.1.B.1-90 INSTALL 90° PRESSURIZED IRRIGATION BEND 0902.4.1.A.1-01 INSTALL PRESSURIZED IRRIGATION VALVE DETAILS 1.00' COARSE ROCK BACKFILL 2" MIN.-6" MIN. 2'-6" INSIDE DIAMETER BARREL SECTION 3.5" INSTALL 2.00' BORE HOLE IN BOTTOM OF CATCH BASIN INSTALL STANDARD MANHOLE FRAME, GRATE COVER, AND RISER PER ISPWC SD-617 BOTTOM OF POND 1.00' MIN SUMP 30" DIA BUBBLE UP CATCH BASIN DETAIL SCALE 1"=1' INLET PIPE CLASS 4000 CONCRETE CURED WITH CURING COMPOUND PER ISPWC STANDARDS. 0.25' NOTE: STRUCTURE CAN BE PRECAST PERMIT REVIEW SET #1 3" LIP DOWN ROLLED CURB SCALE 1'=1" 2.00' 6" R1.25' R1/2"3-1/4" 1" 4" 3" SIDEWALK 6" 8" 1.25 AC ELEC MECH VAN -3 . 3 9 % -1 . 6 2 % -1 . 6 3 % -1 . 6 3 % -1 . 6 2 % -7.52% -2.10% -2.63% -2.37% -2 . 7 7 % -2 . 1 6 % -0.40%-2.04% -1. 9 2 % -1 . 5 9 % -1 . 4 8 % -1 . 6 2 % 4875 4871 4870 4869 4870 4871 4872 4873 4874 4875 4874 4873 4872 4873 4874 48 7 4 48 7 5 48 7 5 48 7 4 -2 3 . 8 1 % -2 2 . 3 0 % -2 . 0 1 % -4.4 6 % -0.40% -0.40% -2 . 0 0 % DOGHOUSE SSMH 1 Rim:4873.35 W INV IN:4860.95 S INV IN:4860.85 E INV OUT:4860.95 SSMH 2 Rim:4873.35 S INV IN:4861.76 N INV OUT:4861.66 SD CB 3 GRATE:4874.09 S INV OUT:4868.54 SD CB 4 GRATE:4874.11 E INV IN:4870.83 W INV OUT:4870.73 SD CB 2 GRATE:4873.35 E INV OUT:4870.36 SD CB 5 GRATE:4874.07 W INV OUT:4870.97 SD CB 1 GRATE:4873.12 E INV OUT:4870.12 SD CB 9 GRATE:4871.78 W INV IN:4868.78 SD CB 7 GRATE:4871.00 E INV IN:4868.00 N INV IN:4868.00 W INV IN:4868.00 S INV IN:4868.00 Install 162' of 12" ADS N 12 Storm Pipe @ 1.45% Install 110' of 12" ADS N 12 Storm Pipe @ 2.50% Install 18' of 12" ADS N 12 Storm Pipe @ 3.00% Install 64' of 12" ADS N 12 Storm Pipe @ 0.22% Install 50' of 12" ADS N 12 Storm Pipe @ 2.70% -1.53% Install 202' of 8" PVC SDR-35 San. Pipe @ 0.40% Install 11' of 8" PVC SDR-35 San. Pipe @ 0.40% 4875.14 TBC-PC 4874.73 TBC-PC 4874.80 TBC-PC 4874.47 TBC-PC 4874.75 TBC-PC 4874.60 TBC-PC 4873.85 TBC-PC 4873.85 TBC-PC 4875.49 TBC-PC 4874.84 TBC-PC 4875.16 TBC-PC 4874.10 TBC-PC 4874.75 TBC GB 4873.77 TBC END 4873.64 TBC END 4875.36 TBC END 4875.35 TBC END 4875.50 TBC-PC 4875.70 TBC END 4875.81 TBC END 4873.38 TBC-LP 4873.86 TBC-PC 4873.64 TBC END 4873.24 TBC END 4873.35 TBC-PC 4873.91 TBC END 4873.40 TBC END 4874.31 TBC END 4874.57 TBC-PI 4874.11 TBC-PI-LP 4874.37 TBC-PI 4873.62 TBC-PI-LP 4875.75 FF 4874.71 TBC END 4874.95 TBC-PC-HP 4875.34 TBC-MATCH 4874.63 TBC END 4871.78 BTM 4871.78 BTM 4874.47 EOC 4874.47 EOC 4868.20 BTM 4869.01 BTM 4871.38 EXIST 4871.71 EXIST 4871.90 EXIST 4872.16 EXIST 4872.31 EXIST 4875.62 FSW 4875.62 FSW 4875.62 FSW 4875.62 FSW 4874.36 TBC-PI 4874.33 TBC-PI 4873.10 TBC-MATCH 4873.05 TBC-MATCH 4874.32 TBC-PC 401-8.8.6 A. ELEV: 4868.26' 403-1 FLANGE: 4874.17' 4875.18 EO EXIST 4874.94 EO EXIST 4874.66 EO EXIST 4874.53 EO EXIST 4874.47 EO EXIST -0 . 5 2 % N89° 31' 34"E 401.39' S0° 30' 23"E 135.65' S89° 31' 35"W 401.71' N0° 22' 13"W 135.65' 401-6 6" WATER MAIN 401-8 8" WATER MAIN 100-1 RETAIN AND PROTECT 200-1 SAW CUT AND ASPHALT REMOVAL 401-8.8.6 8"X8"X6" TEE 402-6 6" WATER MAIN VALVE 402-8 8" WATER MAIN VALVE 403-1 FIRE HYDRANT ASSEMBLY 501-8 8" SEWER MAIN 502-1 SEWER MANHOLE 504-4 4" SEWER SERVICE 601-12 12" STORM MAIN 602-2 STORM MAIN CATCH BASIN 602-3 OPEN BTM CATCH BASIN 706-11 3" ROLLED CURB 706-D1 CURB DRAIN 706-12 3" LIP DOWN ROLLED CURB 706-A1 COMMERCIAL APPROACH 706-S1 CONCRETE SIDEWALK SEE SHEET 3 FOR MORE INFORMATION 706-R1 PEDESTRIAN RAMP 1102-1 STREET LIGHT 1103-1 STOP SIGN WITH STREET NAMES SEE SHEET 3 FOR MORE INFORMATION 404-2 2" WATER SERVICE 706-3 2.5' VERTICAL CURB SITE PLAN FOR: REXBURG ROWHOUSE FIRE CODE NOTE: D103.6.1 ROADS 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS ROADS THAT ARE 20 26 FEET WIDE (6096 TO 7925 MM) SURVEY NOTE: This site plan conforms to an actual survey that was performed on the ground by a licensed land surveyor in and for the State of Idaho. It is the owner’s responsibility to construct all structures shown on this site plan in accordance with said survey. WATERSHED AREA 1 (NORTH SWALE): AREA: 20,175 SF VOL: 2,186 CU FT WATERSHED AREA 2 (SOUTH SWALE): AREA: 34,275 SF VOL: 3,714 CF STORM WATER REQUIREMENTS GENERAL NOTE: ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE STANDARD CITY OF REXBURG ENGINEERING DRAWINGS. APPROVED BY ________________________DATE:____________ City of REXBURG CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-006 DATE:DATE: March 26, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY C-4 C-4 RE X B U R G R O W H O U S E SI T E P L A N RE X B U R G , I D CA R L O W S T R E E T CURB AND SIDEWALK TO BE INSTALLED BY OTHERS DOGHOUSE MANHOLE AND PIPE TO PROPERTY LINE TO BE INSTALLED BY OTHERS AREA: 54,450 SQ FT (1.25 ACRES) LANDSCAPE: 15,035 SQ FT (27% OF TOTAL) (LANDSCAPE DESIGN BY OTHERS) BUILDINGS: 1 (25 UNITS) (SEE ARCHITECTURAL FOR DETAILS) PARKING: REQUIRED: 50 (2 PER UNIT) PROPOSED: 49 (2 ADA STALLS) SITE NOTES: 9.00' TYP 602-2 602-3 502-1 504-4 504-4 404-2 404-2 POWER SHOWN SEE ELECTRICAL FOR DETAILS 4" DEPTH CRUSHED 34" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 10" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 2.5" DEPTH ASPHALT PLANT MIX TYPICAL PARKING LOT SECTION: INSTALL 8" HOT TAP AND VALVE 402-8 402-6 706-A1 706-A1 REMOVE EXISTING DITCH STUB OUT TO SOUTH FOR FUTURE DEVELOPMENT 602-2 602-2 602-2 602-2 602-3 602-3 20.00' TYP 5.00' 9.00' 2.00' 200-1 706-3 706-3 706-3 FOR PUBLIC IMPROVEMENTS SEE PUBLIC IMPROVEMENTS CROSS SECTION CARLOW STREET TYPICAL SECTION SCALE 1"=5' SAW CUT LINE 2%SLOPE VARIES MIN 2% 2.50'7.00' LANDSCAPE 5.00' SIDEWALK 13.50 2% 15.00' P.U.E. 4.00' UTILITY TRENCH ROW 2.5" PLANT MIX PAVEMENT 4" 3/4" AGGREGATE BASE 12" GRANULAR BORROWSTANDARD CURB AND GUTTER PER PAGE 6 OF THE CITY OF REXBURG ENGINEERING STANDARD DRAWINGS CL EDGE OF ASPHALT 1.00' 200-1 100-1 100-1 100-1 100-1 100-1 100-1100-1100-1 100-1 100-1 100-1 100-1 100-1 100-1100-1100-1 100-1 E 7TH N PERMIT REVIEW SET #1 E 7TH N IMPROVEMENTS NOTE: ALL IMPROVEMENTS INSIDE THE RIGHT OF WAY OF E 7TH N WILL BE PERFORMED BY THE CITY OF REXBURG OTHER THAN THE COMMERCIAL APPROACHES. 1102-1 1102-1 706-S1 706-S1 706-S1 706-S1 706-S1 706-12 706-11 706-11 706-11 706-12 706-11 706-11 11697PROFESSIONALENGI N E E R R E G I STERE D S TATE OF I D A H O M A RKELL B A T E M A N 3/29/21 03/29/2021 PERMIT SET PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 0 3 / 2 9 / 2 1 REXBURG ROWHOUSES KYLER HOKANSO FACMTBIF21-007 GENERAL STRUCTURAL NOTES REXBURG, IDAHO ---- ---- ... ... ... ... ... ... .... G E N E R A L S T R U C T U R A L N O T E S ( A P P L Y U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S ) GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.219, SS = 0.366DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.219, SDS = 0.368PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.069GYPCRETE SHEARWALL(S)R=2, CS=0.1845. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED105 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE32.2 PSFNET UPLIFT ON ROOF13.8 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF15 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION N O T E S : 1.IN LIEU OF A GEOTECHNICAL R E P O R T : T H E F O U N D A T I O N H A S B E E N D E S I G N E D ACCORDING TO THE RECOMM E N D A T I O N S O F C H A P T E R 1 8 O F T H E I B C . 2.THE SOIL DESIGN VALUES LIS T E D B E L O W H A V E B E E N A P P R O V E D B Y T H E CITY/COUNTY BUILDING DEPA R T M E N T , C O N T I N G E N T T H A T T H E S O I L O N T H E S I T E PREDOMINATELY CONSISTS O F S A N D A N D / O R G R A V E L . SPECIFIC SOIL CLASSIFICATIO N S S H O U L D B E O N E O F T H E F O L L O W I N G : S A N D Y GRAVEL OR GRAVEL(GW OR G P ) , S A N D ( S W A N D S P ) , S I L T Y S A N D ( S M ) , C L A Y E Y SAND(SC), SILTY GRAVEL(GM), O R C L A Y E Y G R A V E L ( G C ) . T H E S E S O I L CLASSIFICATIONS CAN BE FOU N D I N T A B L E 1 8 0 6 . 2 O F C H A P T E R 1 8 O F T H E I B C . VERIFICATION OF SOIL CLASSI F I C A T I O N I S T H E R E S P O N S I B I L I T Y O F T H E CONTRACTOR.3.A ONE-THIRD INCREASE IN BE A R I N G P R E S S U R E S I S A L L O W E D W I T H S E I S M I C O R WIND LOAD COMBINATIONS. L A T E R A L B E A R I N G A N D L A T E R A L S L I D I N G R E S I S T A N C E MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEA R O N C O M P A C T E D E N G I N E E R E D F I L L O R C O M P E T E N T NATIVE SOIL SUBBASE COMPA C T E D T O 9 5 % D R Y D E N S I T Y ( S T A N D A R D P R O C T O R ) . GRADE IS DEFINED AS LOWES T A D J A C E N T G R A D E W I T H I N 5 F E E T O F T H E B U I L D I N G FOR PERIMETER FOOTINGS. W H E R E E X T E R I O R P A V I N G O R C O N C R E T E I S D I R E C T L Y ADJACENT TO BUILDING, GRA D E I S D E F I N E D A S T O P O F E X T E R I O R P A V I N G A T L E A S T 5 FEET FROM BUILDING. CONC R E T E F O O T I N G E X C A V A T I O N S S H A L L B E C L E A N A N D FREE OF LOOSE DEBRIS OR U N - C O M P A C T E D M A T E R I A L A T T I M E O F C O N C R E T E PLACEMENT.5.CONCRETE SLABS ON GRADE S H A L L B E S U P P O R T E D O N A 4 I N C H ( M I N ) L A Y E R O F FREE-DRAINING GRANULAR M A T ( D R A I N A G E F I L L C O U R S E ) . T H E M A T S H O U L D CONSIST OF A WELL GRADED S A N D A N D G R A V E L M I X T U R E W I T H M A X I M U M 3 / 4 - I N C H CRUSHED AGGREGATE. THE G R A N U L A R M A T S H O U L D B E C O M P A C T E D T O N O L E S S THAN 95% OF THE MAXIMUM D R Y D E N S I T Y A S D E T E R M I N E D B Y A S T M D 1 5 5 7 . 6.BACKFILL AGAINST RESTRAIN E D W A L L S S H A L L N O T B E P L A C E D U N T I L A F T E R T H E WALLS ARE SUPPORTED BY T H E C O M P L E T I O N O F I N T E R I O R F L O O R S Y S T E M S A N D CONCRETE OR GROUT STREN G T H H A S R E A C H E D T H E 2 8 D A Y S T R E N G T H L I S T E D BELOW.THE SOIL DESIGN VALUES FOR THE F O U N D A T I O N A R E : ALLOWABLE BEARING PRESSURE 1 5 0 0 P S F ALLOWABLE LATERAL BEARING PR E S S U R E 1 5 0 P S F / F T ALLOWABLE LATERAL SLIDING CO E F F I C I E N T 0 . 2 5 LATERAL BACKFILL PRESSURE (UN R E S T R A I N E D ) 3 0 P S F / F T LATERAL BACKFILL PRESSURE (RE S T R A I N E D ) 5 0 P S F / F T FOUND A T I O N B E A R I N G D E P T H 36" B E L O W F I N I S H E D G R A D E C O N C R E T E : 2 . A L L N O R M A L W E I G H T C O N C R E T E S H A L L B E R E G U L A R W E I G H T O F 1 5 0 P O U N D S P E R C U B I C F O O T U S I N G H A R D - R O C K A G G R E G A T E S . A G G R E G A T E U S E D I N C O N C R E T E S H A L L C O N F O R M T O A S T M C 3 3 . 3 . L A P S P L I C E S F O R B E A M S A N D F L O O R S L A B S S L A B S S H A L L B E A C C O R D I N G T O C H A P T E R 1 2 O F A C I 3 1 8 O R L A P S C H E D U L E O N T H E S E D R A W I N G S . S T A G G E R S P L I C E S A M I N I M U M O F O N E L A P L E N G T H . N O T A C K W E L D I N G O F R E I N F O R C I N G B A R S A L L O W E D W I T H O U T P R I O R R E V I E W O F P R O C E D U R E W I T H T H E S T R U C T U R A L E N G I N E E R . L A T E S T A C I C O D E A N D D E T A I L I N G M A N U A L A P P L Y . P R O V I D E B E N T C O R N E R B A R S T O M A T C H A N D L A P W I T H H O R I Z O N T A L B A R S A T A L L C O R N E R S A N D I N T E R S E C T I O N S P E R T Y P I C A L D E T A I L S . V E R T I C A L W A L L B A R S S H A L L B E S P L I C E D A T O R N E A R F L O O R L I N E S . 4 . A L L D I M E N S I O N S S H O W I N G T H E L O C A T I O N O F R E I N F O R C I N G S T E E L N O T N O T E D A S " C L E A R " O R " C L R " A R E T O C E N T E R O F S T E E L . M I N I M U M C O V E R F O R N O N - P R E S T R E S S E D C O N C R E T E R E I N F O R C I N G S H A L L B E A S F O L L O W S : 5 . M A X I M U M S L U M P F O R A L L C O N C R E T E S H A L L B E 6 " . P O R T L A N D C E M E N T S H A L L C O N F O R M T O A S T M C 1 5 0 . T Y P E V C E M E N T S H A L L B E U S E D F O R C O N C R E T E I N C O N T A C T W I T H A L K A L I N E S O I L , A N D T Y P E I I E L S E W H E R E . 6 . N O M O R E T H A N 9 0 M I N U T E S S H A L L E L A P S E B E T W E E N C O N C R E T E B A T C H I N G A N D C O N C R E T E P L A C E M E N T U N L E S S A P P R O V E D B Y T H E T E S T I N G A G E N C Y . 7 . C O N C R E T E P L A C E M E N T A N D Q U A L I T Y S H A L L B E P E R R E C O M M E N D A T I O N S I N A C I 6 1 4 , A C I 3 0 1 A N D A C I 3 1 8 . M E C H A N I C A L L Y V I B R A T E A L L C O N C R E T E W H E N P L A C E D , E X C E P T T H A T S L A B S O N G R A D E N E E D B E V I B R A T E D O N L Y A R O U N D A N D U N D E R F L O O R D U C T S , E T C . C A S T C L O S U R E P O U R , W H E R E S H O W N O N P L A N S A R O U N D C O L U M N S A F T E R C O L U M N D E A D L O A D I S A P P L I E D . R E M O V E A L L D E B R I S F R O M F O R M S B E F O R E P L A C I N G C O N C R E T E . A L L I T E M S T O B E C A S T I N C O N C R E T E S U C H A S R E I N F O R C I N G , D O W E L S , B O L T S , A N C H O R S , P I P E S , S L E E V E S , E T C . , S H A L L B E S E C U R E L Y P O S I T I O N E D I N T H E F O R M S B E F O R E P L A C I N G T H E C O N C R E T E . 8 . A L L C O N C R E T E S L A B S O N G R A D E S H A L L B E D I V I D E D I N T O A R E A S B Y C O N T R O L J O I N T S ( K E Y E D O R S A W C U T ) S U C H T H A T O N E S L A B A R E A D O E S N O T E X C E E D A M A X I M U M L E N G T H O F 2 4 T I M E S T H E S L A B T H I C K N E S S I N B O T H D I R E C T I O N S ( E X A M P L E : 4 " S L A B = 8 ' - 0 " L E N G T H ) . S Q U A R E L A Y O U T S A R E P R E F E R R E D , B U T T H E S L A B G E O M E T R Y M A Y D I C T A T E O T H E R W I S E . T H E R A T I O O F T H E L O N G T O S H O R T D I S T A N C E S H A L L N O T E X C E E D 1 . 3 . I T I S R E C O M M E N D E D T H A T S A W C U T S B E M A D E W I T H I N 1 6 H O U R S O F C O N C R E T E B A T C H I N G . K E Y E D C O N T R O L J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G E S D U R I N G P O U R I N G , A L L O T H E R J O I N T S M A Y B E S A W C U T . 9 . H O R I Z O N T A L P I P E S A N D E L E C T R I C A L C O N D U I T S S H A L L N O T B E E M B E D D E D I N S T R U C T U R A L C O N C R E T E A N D S L A B S O N G R A D E E X C E P T W H E R E S P E C I F I C A L L Y A P P R O V E D O R N O T E D B Y T H E S T R U C T U R A L E N G I N E E R . P I P E S A N D C O N D U I T S S H A L L N O T I M P A I R T H E S T R E N G T H O F T H E W O R K . 1 0 . F L Y A S H M A Y B E U S E D O N L Y I F P E R M I T T E D B Y A R C H I T E C T U R A L S P E C I F I C A T I O N S A N D S H A L L B E L I M I T E D T O 1 8 P E R C E N T O F C E M E N T I T I O U S M A T E R I A L S A N D S H A L L H A V E A R E P L A C E M E N T F A C T O R O F 1 . 2 R E L A T I V E T O C E M E N T R E P L A C E D . N O F L Y A S H A D D I T I V E S S H A L L B E U S E D I N F L A T W O R K O R A R C H I T E C T U R A L L Y E X P O S E D C O N C R E T E . 1 1 . C O L D / H O T W E A T H E R C O N C R E T E C O N S T R U C T I O N : P R O T E C T C O N C R E T E F R O M D A M A G E O R R E D U C E D S T R E N G T H I N C O M P L I A N C E W I T H A C I 3 0 5 A N D 3 0 6 . 1 2 . C O N C R E T E M I X E S S H A L L B E D E S I G N E D B Y A C E R T I F I E D L A B O R A T O R Y A N D A P P R O V E D B Y T H E S T R U C T U R A L E N G I N E E R . 1 3 . L I M I T A L K A L I - S I L I C A R E A C T I O N ( A S R ) T O 0 . 1 % E X P A N S I O N A T 2 8 D A Y S I N C O N C R E T E M I X A T A L L E X T E R I O R C O N C R E T E A N D I N T E R I O R C O N C R E T E E X P O S E D T O M O I S T U R E . L O C A T I O N : M I N I M U M C O V E R T O L E R A N C E C A S T A G A I N S T E A R T H ( F O O T I N G S ) 3 " ± 3 8 " S L A B S O N G R A D E 1 1 2 " ± 1 4 " E X P O S E D T O E A R T H O R W E A T H E R - # 5 A N D S M A L L E R 1 1 2 " ± 3 8 " E X P O S E D T O E A R T H O R W E A T H E R - # 6 A N D L A R G E R 2 " ± 3 8 " N O T E X P O S E D T O W E A T H E R O R I N C O N T A C T W I T H T H E G R O U N D R O O F S L A B 1 " 1 8 " S T R U C T U R A L S L A B S A N D W A L L S 3 4 " 1 8 " B E A M S A N D C O L U M N S ( P R I M A R Y ) R E I N F O R C E M E N T , T I E S , S T I R R U P S A N D S P I R A L S 1 1 2 " 3 8 " 1 . M I N I M U M 2 8 D A Y C O N C R E T E S T R E N G T H S H A L L B E A S F O L L O W S : U S E : C O N C R E T E S T R E N G T H : M A X W / C R A T I O A I R E N T R A I N M E N T F O O T I N G S 3 5 0 0 P S I 0 . 5 0 5 . 5 % ± 1 % F O U N D A T I O N W A L L S 4 5 0 0 P S I 0 . 4 5 5 . 5 % ± 1 % I N T E R I O R C O N C R E T E S L A B S O N G R A D E 3 5 0 0 P S I 0 . 4 5 N / A REINFORCING S T E E L : 1.ASTM A615 GRADE 60 (FY = 60 K S I ) D E F O R M E D B A R S F O R A L L B A R S # 4 A N D L A R G E R . ASTM A615 GRADE 40 (FY = 40 K S I ) D E F O R M E D B A R S F O R A L L B A R S # 3 A N D S M A L L E R . GRADE 60 DEFORMED BARS S H A L L B E U S E D F O R C O N C R E T E W A L L S , B E A M S , ELEVATED SLABS AND COLU M N R E I N F O R C I N G . 2.WELDING OF REINFORCING BA R S S H A L L B E M A D E O N L Y T O A S T M A 7 0 6 G R A D E 6 0 BARS AND ONLY USING E90 SE R I E S R O D S . W E L D I N G O F R E I N F O R C I N G B A R S S H A L L BE MADE ONLY AT LOCATIONS S H O W N O N P L A N S O R D E T A I L S . 3.REINFORCING BAR SPACING G I V E N A R E M A X I M U M O N C E N T E R S . A L L B A R S P E R C R S I SPECIFICATIONS AND HANDBO O K . D O W E L A L L V E R T I C A L R E I N F O R C I N G T O FOUNDATION. SECURELY TIE A L L B A R S I N L O C A T I O N B E F O R E P L A C I N G C O N C R E T E . W O O D : 1 . G E N E R A L : D O N O T N O T C H O R D R I L L J O I S T S , B E A M S , O R L O A D B E A R I N G S T U D S W I T H O U T P R I O R A P P R O V A L O F T H E S T R U C T U R A L E N G I N E E R T H R O U G H T H E A R C H I T E C T . D O U B L E U P J O I S T S A N D B L O C K I N G U N D E R P A R T I T I O N S . P R O V I D E 2 " ( N O M I N A L ) S O L I D B L O C K I N G A T S U P P O R T S O F A L L J O I S T S . U N L E S S N O T E D O T H E R W I S E O N P L A N S / D E T A I L S P R O V I D E 2 x S O L I D B L O C K I N G A T M I D - H E I G H T O F B E A R I N G S T U D W A L L S . A L L N A I L I N G N O T N O T E D S H A L L B E A C C O R D I N G T O I B C T A B L E 2 3 0 4 . 1 0 . 1 . J O I S T H A N G E R S A N D O T H E R M I S C . F R A M I N G A N C H O R S S H A L L B E S I M P S O N S T R O N G - T I E C O M P A N Y , I N C . O R O T H E R M A N U F A C T U R E R W I T H C U R R E N T I C C - E S A P P R O V A L . 2 . S A W N L U M B E R : F R A M I N G L U M B E R S H A L L C O M P L Y W I T H T H E L A T E S T E D I T I O N O F T H E G R A D I N G R U L E S O F T H E W E S T E R N W O O D P R O D U C T S A S S O C I A T I O N ( W W P A ) O R T H E W E S T C O A S T L U M B E R I N S P E C T I O N B U R E A U ( W C L I B ) . A L L S A W N L U M B E R S H A L L B E S T A M P E D W I T H T H E G R A D E M A R K O F A N A P P R O V E D L U M B E R G R A D I N G A G E N C Y . S A W N L U M B E R S H A L L H A V E T H E F O L L O W I N G M I N I M U M G R A D E U N L E S S N O T E D O T H E R W I S E I N S C H E D U L E S : U S E : M A T E R I A L : 2 x 4 S T U D S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) 2 x 6 S T U D S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) J O I S T S , T O P P L A T E S A N D A L L O T H E R S A W N L U M B E R D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) B E A M S A N D P O S T S D O U G L A S - F I R N O . 2 , M I N I M U M ( U . N . O . ) L O C A T I O N : N O M I N A L T H I C K N E S S : S P A N I N D E X R A T I N G : E D G E A T T A C H M E N T : F I E L D A T T A C H M E N T : W A L L 7 1 6 " O R 1 2 " 2 4 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 7 1 6 " O R 1 2 " 2 4 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 1 5 3 2 " O R 1 2 " 3 2 1 6 8 d A T 6 " O . C . 8 d A T 1 2 " O . C . R O O F 1 9 3 2 " O R 5 8 " 4 0 2 0 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . R O O F 2 3 3 2 " O R 3 4 " 4 8 2 4 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . R O O F 7 8 " 6 0 3 2 1 0 d A T 6 " O . C . 1 0 d A T 1 2 " O . C . F L O O R 3 4 " T & G 4 8 2 4 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . F L O O R 7 8 " T & G 6 0 3 2 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . F L O O R 1 1 8 " T & G 6 0 4 8 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 6 " O . C . 1 0 d A T 6 " O . C . O R # 8 S C R E W S A T 1 2 " O . C . 3 . P L Y W O O D : A L L P L Y W O O D S H A L L B E C - D O R C - C S H E A T H I N G C O N F O R M I N G T O S T A N D A R D P S 1 - 9 5 . L A Y U P P L Y W O O D W I T H F A C E G R A I N I N P E R P E N D I C U L A R T O S U P P O R T S ( O N R O O F S W H E R E P L Y W O O D I S L A I D U P W I T H F A C E G R A I N P A R A L L E L T O S U P P O R T S , U S E A M I N I M U M O F 5 - P L Y P L Y W O O D , S T A G G E R J O I N T S ) . A L L N A I L I N G , C O M M O N N A I L S . B L O C K I N G A T P A N E L E D G E S W H E R E I N D I C A T E D O N P L A N S . A L L P L Y W O O D S H A L L B E O F T H E F O L L O W I N G N O M I N A L T H I C K N E S S , S P A N / I N D E X R A T I N G A N D S H A L L B E N A I L E D A S F O L L O W S U N L E S S N O T E D O T H E R W I S E O N T H E P L A N S : D E F E R R E D S U B M I T T A L I T E M S : P R E F A B R I C A T E D W O O D R O O F T R U S S E S C A S T I N P L A C E C E N T E R L I N E C E N T E R L I N E O F B E A M C E N T E R L I N E O F C O L U M N C E N T E R L I N E O F W A L L C L E A R C O N C R E T E C O N C R E T E C O N T R O L J O I N T C O N C R E T E S A W C U T J O I N T C O N C R E T E M A S O N R Y U N I T C O N N E C T I O N C O N T I N U O U S D E A D L O A D D O W N D R A W I N G ( S ) E Q U A L E Q U I P M E N T E X P A N S I O N J O I N T E A C H W A Y F I N I S H E D F L O O R F A C E O F S T E E L F A C E O F W A L L G A U G E G A L V A N I Z E D G E N E R A L S T R U C T U R A L N O T E S C E N T E R L I N E O F F O O T I N G F A C E O F M E M B E R E X P A N S I O N B O L T E D G E O F S L A B D I A M E T E R G A L V G S N D N . D W G ( S ) E Q E Q U I P E X P . J T ( E . J . ) E . W . F . F . F . O . S . F . O . W . G A F . O . M . E X P . B O L T E . O . S . Ø O R D I A . C . I . P . C L C . L . B . C . L . C . C . L . W . C L R C O N C C . C . J . C . S . J . C . M . U . C O N N . C O N T D L C . L . F . W / W I T H W / O W I T H O U T T . O . P . U . N . O . W . W . F . T Y P V E R T T . O . S . T . O . W . T . O . D . T . O . F . T . O . L . T . O . M . S T D T . O . B . T L S L H S L V S I M S Q P S F P S I R E I N F P R E F A B O P P P . C . P L F N . T . S . O . C . O . F . W . T O P O F F O O T I N G U N L E S S N O T E D O T H E R W I S E W E L D E D W I R E F A B R I C T O P O F M A S O N R Y T O P O F P L A T E T O P O F S T E E L T O P O F W A L L T Y P I C A L V E R T I C A L S T A N D A R D T O P O F B E A M T O P O F D E C K T O P O F L E D G E R T O T A L L O A D O U T S I D E F A C E O F W A L L P R E C A S T C O N C R E T E P O U N D S P E R L I N E A R F O O T P O U N D S P E R S Q U A R E I N C H S H O R T L E G V E R T I C A L S H O R T L E G H O R I Z O N T A L R E I N F O R C I N G S I M I L A R S Q U A R E N O T T O S C A L E O N C E N T E R O P P O S I T E P R E F A B R I C A T E D A G G R E G A T E B A S E C O U R S E A I R C O N D I T I O N E R A B O V E F I N I S H E D F L O O R A L T E R N A T E A N C H O R B O L T A T ( M E A S U R E M E N T ) B E A M B O T T O M O F B E A M B O T T O M O F D E C K B E A R I N G B E L O W F I N I S H E D F L O O R B O T T O M O F F O O T I N G A . B . C . A / C A . F . F . A L T A . B . @ B M B . O . B . B . O . D . B R G B . F . F B . O . F . A B B R E V I A T I O N S L B S ( # ) M F R ( ' S ) M . C . J . M E C H N / A L L V L L H H O R I Z K ( K I P ) L L L O N G L E G V E R T I C A L M A N U F A C T U R E R ( ' S ) M A S O N R Y C O N T R O L J O I N T N O T A P P L I C A B L E L O N G L E G H O R I Z O N T A L P O U N D S M E C H A N I C A L H O R I Z O N T A L 1 0 0 0 P O U N D S L I V E L O A D E X I S T I N G ( E ) M I N M I N I M U M M A X M A X I M U M P O U N D S P E R S Q U A R E F O O T G L U E D - L A M I N A T E D B E A M G L B P F T P R E F A B F L O O R T R U S S E S P R T P R E F A B R O O F T R U S S E S I . F . W . I N S I D E F A C E O F W A L L P T P R E S S U R E T R E A T E D S C R E W S A T F L O O R S H E A T H I N G S H A L L B E # 8 S C R E W S A N D S H A L L P E N E T R A T E A T L E A S T 1 1 2 " I N T O T H E S U P P O R T I N G M E M B E R . A L L F L O O R S H E A T H I N G S H A L L B E G L U E D T O S U P P O R T I N G M E M B E R S W I T H A N A P A A F G - 0 1 Q U A L I F I E D G L U E . P L Y W O O D A L T E R N A T E : A M E R I C A N P L Y W O O D A S S O C I A T I O N P E R F O R M A N C E R A T E D S H E A T H I N G M A Y B E U S E D A S A N A L T E R N A T E T O P L Y W O O D W I T H P R I O R A P P R O V A L O F O W N E R , A R C H I T E C T A N D R O O F E R . I T M A Y N O T B E U S E D O N R O O F S W H E R E B U I L T - U P R O O F S Y S T E M I S T O B E G U A R A N T E E D B Y R O O F E R . R A T E D S H E A T H I N G S H A L L C O M P L Y W I T H C U R R E N T I C C - E S R E P O R T S A N D S H A L L H A V E A S P A N R A T I N G E Q U I V A L E N T T O O R B E T T E R T H A N T H E P L Y W O O D I T R E P L A C E S . A T T A C H M E N T A N D T H I C K N E S S ( W I T H I N 1 3 2 " ) S H A L L B E T H E S A M E A S T H E P L Y W O O D I T R E P L A C E S . I N S T A L L P E R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . 4 . N O M I N A L 2 x A N D 3 x D E C K I N G . T O N G U E A N D G R O O V E T Y P E . M I N I M U M F b = 1 , 6 0 0 P S I , M I N I M U M E = 1 , 3 0 0 , 0 0 0 P S I . I N S T A L L W I T H T O N G U E S U P S L O P E O N P I T C H E D R O O F S , A N D O U T W A R D I N T H E D I R E C T I O N O F L A Y I N G O N F L A T R O O F S . N A I L E A C H P L A N K W I T H 1 6 d T O E N A I L ( T H R U T H E T O N G U E ) A N D 1 6 d F A C E N A I L A T E A C H S U P P O R T . D E C K S H A L L B E I N S T A L L E D A S S I M P L E S P A N W I T H A L L P L A N K S B E A R I N G O N T W O S U P P O R T S . F O R R E F E R E N C E A N D / O R A D D I T I O N A L I N F O R M A T I O N S E E A I T C 1 1 7 - 2 0 1 0 . 5 . G L U E D - L A M I N A T E D B E A M S ( G L B ) : G L U E D - L A M I N A T E D B E A M S S H A L L B E D O U G L A S F I R C O M B I N A T I O N A T 2 4 F - V 4 A T S I M P L E S P A N B E A M S A N D 2 4 F - V 8 A T M U L T I - S P A N A N D C A N T I L E V E R E D B E A M S W I T H T H E F O L L O W I N G M I N I M U M P R O P E R T I E S : F B = 2 , 4 0 0 P S I , F V = 1 9 0 P S I , F C ( P E R P E N D I C U L A R ) = 6 5 0 P S I , E = 1 , 8 0 0 K S I . A L L B E A M S S H A L L B E F A B R I C A T E D U S I N G W A T E R P R O O F G L U E . F A B R I C A T I O N A N D H A N D L I N G P E R L A T E S T A I T C A N D W C L A S T A N D A R D S . B E A M S T O B E A R G R A D E S T A M P A N D A I T C S T A M P A N D C E R T I F I C A T E . C A M B E R A S S H O W N O N D R A W I N G S . S T A N D A R D C A M B E R I S B A S E D O N A R A D I U S O F C U R V A T U R E O F 2 0 0 0 F E E T . 7 . L A M I N A T E D V E N E E R L U M B E R ( L V L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N I N A C C O R D A N C E W I T H T H E L A T E S T I C C - E S R E P O R T . M I N I M U M P R O P E R T I E S F O R L V L s S H A L L B E : F B = 2 , 6 0 0 P S I , F V = 2 8 5 P S I , E = 2 , 0 0 0 K S I . 8 . S I L L P L A T E S R E S T I N G O N C O N C R E T E O R M A S O N R Y S H A L L B E O F T R E A T E D F I R . S H E A R W A L L S A N D E X T E R I O R W A L L S I L L S A T C O N C R E T E S L A B S H A L L H A V E A M I N I M U M O F ( 2 ) A N C H O R B O L T S P E R P I E C E . P R O V I D E A N C H O R B O L T A T 9 " M A X I M U M , 4 " M I N I M U M F R O M T H E E N D O F E A C H P I E C E A T S P L I C E O R E N D O F W A L L . M A X I M U M A N C H O R B O L T S P A C I N G S H A L L B E 7 2 " O N C E N T E R U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . A L L A N C H O R B O L T S ( O T H E R T H A N B O L T S F O R H O L D O W N S ) S H A L L E M B E D 7 " I N T O C O N C R E T E . A N C H O R B O L T S F O R H O L D O W N S S H A L L N O T B E C O N S I D E R E D A S P A R T O F R E Q U I R E D A N C H O R B O L T S O N S H E A R W A L L S . A L L E X T E R I O R W A L L S S H A L L B E S E C U R E D W I T H M I N I M U M A N C H O R B O L T S . I N T E R I O R W A L L S M A Y B E S E C U R E D T O C O N C R E T E W I T H E I T H E R A N C H O R B O L T S O R P O W E R D R I V E N S H O T P I N S U N L E S S N O T E D O T H E R W I S E O N P L A N S . 9 . B O L T I N G : A L L B O L T S I N W O O D C O N N E C T I O N S S H A L L C O N F O R M T O A S T M A 3 0 7 . B O L T S S H A L L B E I N S T A L L E D I N H O L E S B O R E D W I T H A B I T 1 1 6 " L A R G E R T H A N T H E Ø ( D I A M E T E R ) O F T H E B O L T . B O L T S A N D N U T S S E A T I N G O N W O O D S H A L L H A V E C U T S T E E L W A S H E R S U N D E R H E A D S A N D N U T S . N I C K T H R E A D S T O P R E V E N T L O O S E N I N G . 1 0 . P R E F A B R I C A T E D W O O D T R U S S E S : P R E F A B R I C A T E D W O O D T R U S S E S S H A L L B E D E S I G N E D T O S U P P O R T S E L F W E I G H T P L U S L I V E L O A D A N D S U P E R I M P O S E D D E A D L O A D S . W H E R E A T T I C S P A C E C A N B E U S E D F O R S T O R A G E , A 4 0 P S F L I V E L O A D O N T H E B O T T O M C H O R D S H A L L B E I N C L U D E D I N T H E A N A L Y S I S . B R I D G I N G S I Z E A N D S P A C I N G B Y T R U S S M A N U F A C T U R E R U N L E S S N O T E D O T H E R W I S E . C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S W I T H D E S I G N C A L C U L A T I O N S S E A L E D B Y A R E G I S T E R E D E N G I N E E R F O R R E V I E W P R I O R T O M A N U F A C T U R E F O R B O T H R O O F A N D F L O O R T R U S S E S W H E N U S E D . S H O P D R A W I N G S S H A L L S H O W A N Y S P E C I A L D E T A I L S R E Q U I R E D A T B E A R I N G P O I N T S . A L L C O N N E C T O R S S H A L L H A V E C U R R E N T I C C - E S A P P R O V A L . A D D I T I O N A L T R U S S E S S H A L L B E S U P P L I E D A S R E Q U I R E D T O S U P P O R T M E C H A N I C A L E Q U I P M E N T . P E R I B C S E C T I O N 2 3 0 3 . 4 A N D T P I - 1 : E A C H T R U S S S H A L L B E L E G I B L Y B R A N D E D , M A R K E D O R O T H E R W I S E H A V E P E R M A N E N T L Y A F F I X E D T H E R E T O T H E I D E N T I T Y O F T H E C O M P A N Y M A N U F A C T U R I N G T H E T R U S S , T H E D E S I G N L O A D S , A N D T H E T R U S S S P A C I N G - W I T H I N T W O F E E T O F T H E C E N T E R O F T H E S P A N O N T H E F A C E O F T H E B O T T O M C H O R D . P R E F A B R I C A T E D W O O D / S T E E L W E B J O I S T / P U R L I N S ( T J I / T J L S E R I E S O R E Q U A L ) : D E S I G N , F A B R I C A T I O N A N D E R E C T I O N I N A C C O R D A N C E W I T H T H E L A T E S T E D I T I O N I C C - E S R E P O R T . C O N N E C T I O N S A N D B E A R I N G M A T E R I A L T O B E D E S I G N E D A N D F U R N I S H E D B Y J O I S T F A B R I C A T O R . C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S W I T H D E S I G N C A L C U L A T I O N S S E A L E D B Y A R E G I S T E R E D S T R U C T U R A L E N G I N E E R F O R R E V I E W P R I O R T O M A N U F A C T U R E . A D D I T I O N A L J O I S T S S H A L L B E S U P P L I E D A S R E Q U I R E D T O S U P P O R T M E C H A N I C A L E Q U I P M E N T . K E Y N O T E S : 1 . F I N I S H E D G R A D E W H E R E O C C U R S 2 . D O N O T E X C A V A T E A T R E N C H C L O S E R T H A N A 4 5 D E G R E E A N G L E T O B E L O W B O T T O M F O O T I N G O R F O U N D A T I O N 3 . B O T T O M O F C O N C R E T E F O O T I N G 4 . B O T T O M O F T R E N C H N O T E : A . D O N O T U N D E R C U T E X I S T I N G F O O T I N G S B . N O P I P E O R O T H E R U T I L I T I E S S H A L L P A S S T H R U W A L L F O O T I N G S O R U N D E R C O L U M N F O O T I N G S F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . T 1 T R E N C H P A R A L L E L T O C O N T I N U O U S S T R I P F O O T I N G T D 0 1 N O S C A L E 1 1 4 3 2 1 K E Y N O T E S : 1 . C O N C R E T E F O O T I N G 2 . S L E E V E - P R O V I D E 1 2 " M I N I M U M C L E A R A N C E A R O U N D P I P E O R C O N D U I T 3 . P I P E O R C O N D U I T 4 . C O N C R E T E F I L L T O B E P L A C E D B E F O R E F O O T I N G I S P O U R E D - F O R M S A M E A S F O O T I N G A N D P O U R F U L L W I D T H O F P I P E T R E N C H 5 . S T E M W A L L N O T E : A . N O P I P E S H A L L P A S S T H R U F O O T I N G O R U N D E R C O L U M N F O O T I N G S . F O R T R E N C H E S G R E A T E R T H A N 3 ' - 6 " B E L O W B O T T O M O F F O O T I N G , S E E P I P E P A S S I N G B E L O W W A L L F O O T I N G D E T A I L . T 2 P I P E P A S S I N G U N D E R W A L L F O O T I N G I N S H A L L O W T R E N C H T D 0 2 N O S C A L E 6" MIN 8" MIN 3'-0" MAX 8 " M I N A S E C T I O N A 5 1 2 3 4 5 1 2 3 4 K E Y N O T E S : 1 . S T E M W A L L 2 . C O N C R E T E F O O T I N G 3 . 1 ' - 6 " M A X I M U M - W H E R E T R E N C H E X C E E D S 1 ' - 6 " N O T I F Y S T R U C T U R A L E N G I N E E R P R I O R T O P L A C E M E N T O F F O O T I N G S 4 . B A C K F I L L A N D R E C O M P A C T T R E N C H P E R S O I L S R E P O R T A N D S P E C I F I C A T I O N S 5 . B O T T O M O F T R E N C H N O T E : A . D O N O T U N D E R C U T E X I S T I N G F O O T I N G S B . N O P I P E S O R O T H E R U T I L I T I E S S H A L L P A S S T H R U W A L L F O O T I N G S O R U N D E R C O L U M N F O O T I N G S 3'-1" OR GREATER F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . T 3 P I P E P A S S I N G B E L O W F O O T I N G I N D E E P T R E N C H T D 0 3 N O S C A L E 5 3 2 1 4 4 1 K E Y N O T E S : 1 . S L O P E D F I N I S H G R A D E 2 . M I N I M U M F O O T I N G D E P T H P E R G . S . N . - 1 2 " M I N I M U M 3 . D E E P E N F O O T I N G A S R E Q U I R E D T O A C C O U N T F O R S L O P E D G R A D E 4 . C O N C R E T E F O O T I N G N O T E : A . F O R A D D I T I O N A L I N F O R M A T I O N , S E E P L A N S A N D D E T A I L S 5 ' - 0 " T 4 T Y P I C A L D E T A I L F O R F O U N D A T I O N E M B E D M E N T T D 0 4 N O S C A L E 1 23 4 K E Y N O T E S : 1 . C O R N E R D O W E L S T O M A T C H H O R I Z O N T A L R E I N F O R C E M E N T 2 . C O N C R E T E W A L L W I T H R E I N F O R C E M E N T 1 8 " M I N L A P S P L I C E ( T Y P ) T 5 T Y P I C A L C O N C R E T E C O R N E R T D 0 5 N O S C A L E 2 1 K E Y N O T E S : 1 . C O N C R E T E S L A B O N G R A D E 2 . C O N T K E Y E D J O I N T 3 . S A W C U T 1 8 " W I D E x 1 4 S L A B T H I C K N E S S I N D E P T H - C U T S H A L L B E M A D E S O O N E N O U G H T O P R E V E N T S H R I N K A G E C R A C K I N G , B U T N O T S O S O O N A S T O C A U S E S P A L L I N G O F T H E C O N C R E T E W H I L E S A W I N G . W O R K M U S T B E C O M P L E T E W I T H I N 1 6 H O U R S O F C O N C R E T E P L A C E M E N T . N O T E : A . K E Y E D J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G E S D U R I N G P L A C E M E N T U N L E S S S P E C I F I C A L L Y N O T E D O N T H E P L A N S . B . " T O O L W E T J O I N T " , " Z I P S T R I P " , E T C S H A L L M A T C H S A W C U T R E Q U I R E M E N T S 1 2 " 6 " 6 " 1 2 " S A W C U T J O I N T K E Y E D J O I N T T 6 C O N T R O L J O I N T S I N C O N C R E T E S L A B O N G R A D E T D 0 7 N O S C A L E 1 3 1 2 K E Y N O T E S : 1 . M I N I M U M L A P P E R P L A N ( 2 4 " M I N ) - T Y P I C A L 2 . T O P O F W A L L F O O T I N G 3 . R E G U L A R F O O T I N G T H I C K N E S S A S S H O W N O N P L A N O R F O O T I N G S C H E D U L E N O T E : A . D = 2 ' - 0 " M A X 2 D 2 D D D D 1 D M I N 1 D M I N 1 D M I N 2 D T 7 T Y P I C A L S T E P I N C O N C R E T E F O O T I N G T D 0 8 N O S C A L E 2 3 1 T 8 T Y P I C A L R E I N F O R C I N G D E T A I L S T D 1 0 N O S C A L E 6 M I N B A R O F F S E T B A R C L E A R A N C E S P L I C E D E T A I L B E N D & H O O K D E T A I L S C O L U M N T I E S B E A M S T I R R U P S " d " 4 5 ° " d " " d " 1 8 8 K E Y N O T E S : 1 . L A P - S E E G . S . N . 2 . M A X I M U M 1 5 L A P B U T N O T M O R E T H A N 6 " 3 . W I R E T I E S 4 . 1 d ( 1 " M I N I M U M ) 5 . R A D I U S = 3 d F O R B A R S N O T O V E R # 8 ; 4 d F O R # 9 , # 1 0 , A N D # 1 1 B A R S ; 5 d F O R # 1 4 A N D # 1 8 B A R S , 5 d F O R A L L G R A D E 4 0 B A R S W I T H 1 8 0 D E G R E E H O O K 6 . 4 D ( 4 " M I N I M U M ) 7 . 1 2 d ( 9 0 D E G R E E H O O K ) 8 . 6 d ( 4 " M I N I M U M ) 9 . 1 3 5 D E G R E E B E N D 1 0 . B E N D A R O U N D 1 1 2 " P I N F O R # 3 B A R S . B E N D A R O U N D 2 " P I N F O R # 4 B A R S . B E N D A R O U N D 2 1 2 " P I N F O R # 5 B A R S . 3 1 2 4 6 7 5 5 5 5 9 9 1 0 1 0 6 8 K E Y N O T E S : 1 . C O N C R E T E F O O T I N G , S E E P L A N 2 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 3 . # 4 D O W E L T O M A T C H F O O T I N G R E I N F O R C E M E N T 4 . # 4 D O W E L T O L A P A N D M A T C H W A L L R E I N F O R C E M E N T N O T E : A . F O R I T E M S S H O W N B U T N O T K E Y N O T E D , S E E F O U N D A T I O N D E T A I L S B . W H E R E N E W F O O T I N G T I E S I N T O E X I S T I N G F O O T I N G , D R I L L A N D E P O X Y 2 4 " L O N G D O W E L S I N T O E X I S T I N G , P R O V I D E 4 " M I N E M B E D M E N T 2 3"CLR 3"CLR 2 4 " 2 4 " 1 3 2 1 4 2 4 " 2 4 " T9CONCRETE FOOTING AT CONCRETE W A L L TD12 N O S C A L E NOTES:1.TOP BARS ARE ANY HORIZONTAL BARS P L A C E D S O T H A T M O R E T H A N 1 2 " O F F R E S H C O N C R E T E I S C A S T I N T H E MEMBER BELOW THE REINFORCEMENT.2.UNLESS NOTED OTHERWISE, LAP SPLICE S I N C O N C R E T E B E A M S , S L A B S A N D W A L L S S H A L L B E C L A S S " B " T E N S I O N L A P SPLICES.BARSIZE CLA S S B T E N S I O N S P L I C E L E N G T H S f'c = 3,000 PSI f ' c = 4 , 0 0 0 P S I f ' c = 5 , 0 0 0 P S I HORIZONTALBARS W/ >12" OFCONC. BELOW VERTICAL ANDBOTTOMHORIZONTALBARSH O R I Z O N T A L BAR S W / > 1 2 " O F CO N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S H O R I Z O N T A L B A R S W / > 1 2 " O F C O N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S #312"12" 1 2 " 1 2 " 1 2 " 1 2 " #419"15" 1 7 " 1 3 " 1 5 " 1 2 " #529"23" 2 6 " 2 0 " 2 3 " 1 8 " #632"25" 2 8 " 2 1 " 2 5 " 1 9 " #754"41" 4 7 " 3 6 " 4 2 " 3 2 " #870"54" 6 1 " 4 7 " 5 4 " 4 2 " #989"68" 7 7 " 5 9 " 6 9 " 5 3 " #10112"87" 9 7 " 7 5 " 8 7 " 6 7 " T10STEEL REINFORCING LAP SPLICES IN C O N C R E T E TD14 N O S C A L E T11STRAP AT OPENING IN SHEARWALLTD17 N O S C A L E K E Y N O T E S : 1 . S H E A T H I N G M A T E R I A L 2 . S H E A R W A L L E N D P O S T ( D B L S T U D A T H O L D O W N U . N . O . ) 3 . E D G E N A I L I N G A T A L L S H E A T H I N G P A N E L E D G E S - S T A G G E R N A I L S A T D O U B L E S T U D E N D P O S T S 4 . F U L L H E I G H T W O O D S T U D S 5 . A N C H O R B O L T S T O F O U N D A T I O N O R N A I L S T O L O W E R F R A M I N G P E R S H E A R W A L L S C H E D U L E 6 . S I M P S O N S T R A P T Y P E H O L D O W N , W H E R E O C C U R S 7 . S O L I D B L O C K I N G A N D E D G E N A I L I N G R E Q U I R E D A T P L Y W O O D S H E E T E D G E S 8 . C O N T 2 x P T S O L E P L A T E 9 . F I E L D N A I L I N G A W A Y F R O M P A N E L E D G E S 1 0 . W O O D H E A D E R 1 1 . T R I M M E R S T U D U N D E R H E A D E R A N D S I L L , P R O V I D E A D D I T I O N A L T R I M M E R S T U D S W H E R E I N D I C A T E D O N P L A N S 1 2 . F U L L H E I G H T K I N G S T U D , P R O V I D E A D D I T I O N A L K I N G S T U D S W H E R E I N D I C A T E D O N P L A N S 1 3 . 2 x B L O C K I N G F O R S T R A P N A I L I N G 1 4 . S T R A P , P E R P L A N , A B O V E A N D B E L O W O P E N I N G A S S H O W N F I N I S H E D F L O O R 2 4 " M I N B E Y O N D O P E N I N G ( T Y P ) 24" MIN BEYONDOPENING (TYP)1214 4 312 1 3 2 3 6 8 9 1111 3 10775OPENT12ELEVATION-TYPICAL 1-STORY SHEAR W A L L TD19 N O S C A L E K E Y N O T E S : 1 . S H E A T H I N G M A T E R I A L 2 . D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L , E D G E N A I L A L O N G D O U B L E S T U D S 3 . F U L L H E I G H T W O O D S T U D S 4 . B O T T O M P L A T E A T T A C H M E N T 5 . S I M P S O N S T H D T Y P E H O L D O W N 6 . M I D H E I G H T B L O C K I N G A N D E D G E N A I L I N G R E Q U I R E D 7 . S I M P S O N " P H D " T Y P E H O L D O W N 8 . F I N I S H E D F L O O R 9 . C O N T 2 x P T S O L E P L A T E 1 3687 4 5 2 9 T13STRAP TYPE HOLDOWNS / SHEARWALL END POSTS, PLAN VIEW - HOLDOWN LOCATIONSTD15NO SCALE NOTE:A.ALL CONDITIONS MAY NOT BESHOWN. FOR CONDITIONS NOTSHOWN, USE THESE DETAILS AS AGUIDE.B.SOME LARGER HOLDOWNSREQUIRE 6x6 POSTS, SEE PLANSAND SCHEDULES.C.WHERE MULTIPLE TRIMMER STUDSOR KING STUDS OCCUR, MAKEADJUSTMENTS AS REQUIRED.KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.SHEARWALL SHEATHING, SEE PLAN3.STRAP TYPE HOLDOWN4.EDGE OF FOUNDATION5.(25) - SIMPSON SDS 14"x6" LONG WOODSCREWS, STAGGERED6.SHEARWALL END POSTS (2 STUDS)7.SHEARWALL EDGE NAILING8.TRIMMER STUD TO SUPPORTHEADER9.BLOCK TO SUPPORT WINDOW SILL10.BUILT UP WOOD POST"STRAP" TYPE HOLDOWNWINDOW JAMB "STRAP" TYPE HOLDOWNDOOR JAMB OR WALL END (1) SHEARWALL(1) STRAP HOLDOWNAT EXTERIOR CORNER(2) SHEARWALLS(1) STRAP HOLDOWNAT EXTERIOR CORNER(2) SHEARWALLS(1) STRAP HOLDOWNAT RE-ENTRANT CORNER (1) SHEARWALL(1) STRAP HOLDOWNAT RE-ENTRANT CORNER WINDOWOPENINGDOOROPENING 1.5"1.5"3"3"42133722119316843542372510231 6666677444272476744741NOTE:A.CONNECT FRAMING AT OVERBUILDAREAS PER TYPICAL DETAILSB.FRAMING NOT BEARING ONSUPPORT SHALL BE HUNG USINGSIMPSON LU, U, LUP OR LSSU TYPEHANGERS DESIGNATED FOR THEJOIST SIZE AT SPANS LESS THAN10'-0" SIMPSON A34 OR (4)-16d NAILSMAY BE USED, AT SPANS LESSTHAN 5'-6", (3)-16d NAILS MAY BEUSED 2x62x82x10 SIMPLE ROOF FRAMING OR ROOF OVERBUILD FRAMING6'-6"5'-0"3'-6"2x8 2x6 2x4 MAXIMUMHORIZONTAL SPANJOISTFRAMINGRIDGE/VALLEY/HIPSIMPLE CEILING FRAMINGHORIZONTAL SPAN7'-0"10'-0"6'-0"MAXIMUM2x62x82x4CEILING JOISTT14TYPICAL JOIST SCHEDULE FOR SIMPLE FRAMINGTD20NO SCALEKEYNOTES:1.PREFAB WOOD ROOF TRUSS,GIRDER TRUSS, OR HIP TRUSS2.WOOD ROOF JOISTS OR RAFTER3.CONNECTION WITH NAILS ORSIMPSON HANGER (SIMPSON LU, U,LUP, OR LSS) TYPE HANGERDESIGNED FOR THE JOIST SIZE.USE SKEWED MODEL AS REQUIRED JOISTCONNECTION2x42x62x8LARGER2x10ORSIMPSON A34 SIMPSON HANGER OR3-16d NAILS OR4-16d NAILS OR SIMPSONHANGER OR SIMPSON A342 - 16d NAILS SIMPSON HANGER ORSIMPSON A35 ANDSIMPSON HANGERT15TYPICAL SIMPLE FRAMING AT WOOD TRUSSTD21NO SCALE 321321 11697PROFESSIONALENGI N E E R R E G I STERE D S TATE OF I D A H O M A RKELL B A T E M A N 3/29/21 03/29/2021 PERMIT SET PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 1 3 / 2 9 / 2 1 REXBURG ROWHOUSES KYLER HOKANSO FACMTBIF21-007 TYPICAL DETAILS REXBURG, IDAHO ---- ---- ... ... ... ... ... ... .... K E Y N O T E S : 1 . S O L I D B L O C K I N G T O B E T I G H T A G A I N S T P L Y W O O D 2 . P R E F A B W O O D T R U S S O R W O O D J O I S T 3 . T O P O F W O O D P L A T E O R B E A M A S O C C U R S 4 . P L Y W O O D S H E A T H I N G 5 . E D G E N A I L I N G N O T E : A . F O R C O N S T R U C T I O N B E L O W B L O C K I N G , S E E P L A N A N D D E T A I L S . B L O C K I N G I S C O N T I N U O U S B . I N D I V I D U A L S H E A R B L O C K S M A Y B E O M I T T E D E V E R Y 5 T H B L O C K D E P T H X 2 " 6 " 2 . 5 " 8 " 1 0 " 1 2 " 3 " 3 " X X 2 X X S O L I D 2 x B L O C K I N G W I T H F I E L D C U T V E N T I L A T I O N V E N T I L A T I O N O P E N I N G S T Y P I C A L S O L I D B L O C K I N G DEPTH T Y P I C A L S O L I D B L O C K I N G W I T H P R E F A B V E N T I L A T I O N X T 1 6 E L E V A T I O N - T Y P I C A L S O L I D 2 x B L O C K I N G T D 2 2 N O S C A L E 4 5 2 3 1 5 4 2 3 1 5 5 4 2 3 1 K E Y N O T E S : 1 . N A I L S B E T W E E N S P L I C E L O C A T I O N P E R S C H E D U L E - S T A G G E R E D 2 . D B L 2 x T O P P L A T E 3 . W O O D S T U D W A L L , S E E P L A N 4 . S P L I C E O V E R S T U D 5 . S I M P S O N S T 6 2 2 4 O R M S T C 4 0 S T R A P A T L O C A T I O N S W H E R E P L A T E S C A N N O T B E S P L I C E D N O T E : A . D O N O T S P L I C E T O P P L A T E S W I T H I N 6 ' - 0 " O F E N D S O F P L Y W O O D S H E A R W A L L S . T H I S D E T A I L R E Q U I R E D A T A L L E X T E R I O R W A L L S A N D O V E R S H E A R W A L L S - N O T R E Q U I R E D A T I N T E R I O R N O N - S H E A R W A L L S . ( 3 0 ) 1 6 d ( 2 4 ) 1 6 d L E S S T H A N 2 0 ' O V E R 2 0 ' 4 ' - 0 " 6 ' - 0 " L E N G T H O F W A L L ( B E T W E E N C O R N E R S ) S P L I C E L E N G T H N A I L S A L O N G S P L I C E L E N G T H M I N I M U M S P L I C E L E N G T H P E R S C H E D U L E T 1 7 E L E V A T I O N - T Y P I C A L T O P P L A T E S P L I C E T D 2 4 N O S C A L E 4 5 1 3 2 3 2 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . W O O D H E A D E R 3 . K I N G S T U D ( S ) P E R P L A N 4 . ( 2 ) 1 6 d N A I L S A T 2 " O . C . 5 . 1 6 d N A I L S A T 1 2 " O . C . 6 . T R I M M E R S T U D ( S ) P E R P L A N 2 6 3 1 5 4 5 T 1 9 T Y P I C A L H E A D E R C O N N E C T I O N T D 2 5 N O S C A L E K E Y N O T E S : 1 . B O U N D A R Y N A I L I N G 8 d N A I L S A T 4 " O . C . 2 . 2 x 8 ( M I N ) C O N T B E A R I N G P L A T E A T T A C H P E R A T T A C H M E N T S C H E D U L E 3 . T O E N A I L O V E R - B U I L D F R A M I N G T O B E A R I N G P L A T E W / ( 3 ) 1 6 d N A I L S M I N 4 . R O O F S H E A T H I N G 5 . 2 x O V E R B U I L D F R A M I N G , S E E P L A N 6 . T O P C H O R D O F T R U S S O R R O O F F R A M I N G M E M B E R , S E E P L A N 7 . 2 x S T U D P O N Y W A L L A S O C C U R S O N P L A N ( 5 ' - 0 " O . C . M A X A N D W A L L S H A L L B E C E N T E R E D B E T W E E N M A X S P A N ) 8 . R O O F S H E A T H I N G ( S H E A T H L O W E R R O O F P R I O R T O C O N S T R U C T I O N O F O V E R - B U I L D ) 9 . P R E F A B R I C A T E D O V E R B U I L D R O O F T R U S S W / S I M P S O N V T C R C L I P A T 2 4 " O . C . O P T I O N 2 O P T I O N 1 6 8 9 4 1 2 5 4 2 1 6 3 8 7 4 : 1 2 T O 7 : 1 2 1 0 : 1 2 T O 1 2 : 1 2 7 : 1 2 T O 1 0 : 1 2 < 4 : 1 2 ( 3 ) 1 6 d N A I L S R O O F S L O P E P L A T E A T T A C H M E N T ( 5 ) 1 6 d N A I L S ( 3 ) # 1 0 x 3 1 2 " L O N G S C R E W S ( 4 ) # 1 0 x 3 1 2 " L O N G S C R E W S A T T A C H M E N T S C H E D U L E T 1 8 T Y P I C A L O V E R - B U I L D T D 2 7 N O S C A L E C O N N E C T I O N T Y P E J O I S T O R T R U S S B E A R I N G O N S I L L O R G I R D E R B R I D G I N G T O J O I S T S O L E P L A T E T O J O I S T O R B L O C K I N G , F A C E N A I L T O P P L A T E T O S T U D D O U B L E S T U D S , F A C E N A I L D O U B L E T O P P L A T E S C O N T I N U O U S H E A D E R T O S T U D C E I L I N G J O I S T S , L A P S O V E R P A R T I T I O N S C E I L I N G J O I S T S T O P A R A L L E L R A F T E R S , F A C E N A I L R A F T E R O R T R U S S T O P L A T E B U I L T - U P C O R N E R S T U D S T O E N A I L ( 4 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) N A I L I N G ( 3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) ( 3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 3 ) - 3 " x 1 4 G A U G E S T A P L E S T O E N A I L E A C H E N D ( 2 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 2 ) - 3 " x 1 4 G A U G E S T A P L E S 1 6 d ( 3 1 / 2 " x 0 . 1 3 5 " ) A T 1 6 " O . C . F A C E N A I L 3 " x 1 4 G A U G E S T A P L E S A T 1 2 " O . C . 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 8 " O . C . E N D N A I L ( 2 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) ( 3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 3 ) - 3 " x 1 4 G A U G E S T A P L E S S O L E P L A T E T O S T U D E N D N A I L ( 2 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) ( 3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 3 ) - 3 " x 1 4 G A U G E S T A P L E S F A C E N A I L 1 6 d ( 3 1 / 2 " x 0 . 1 3 5 " ) A T 2 4 " O . C . 3 " x 1 4 G A U G E S T A P L E S A T 8 " O . C . 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 8 " O . C . F A C E N A I L 1 6 d ( 3 1 / 2 " x 0 . 1 3 5 " ) A T 1 6 " O . C . 3 " x 1 4 G A U G E S T A P L E S A T 1 2 " O . C . 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 1 2 " O . C . D O U B L E T O P P L A T E S - F A C E N A I L ( 8 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) ( 1 2 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 1 2 ) - 3 " x 1 4 G A U G E S T A P L E S L A P S P L I C E R I M J O I S T T O T O P P L A T E 8 d ( 2 1 / 2 " x 0 . 1 3 1 " ) A T 6 " O . C . 3 " x 1 4 G A U G E S T A P L E S A T 6 " O . C . 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 6 " O . C . B L O C K I N G B E T W E E N J O I S T S O R R A F T E R S T O E N A I L ( 3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) ( 3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 3 ) - 3 " x 1 4 G A U G E S T A P L E S A N D T O P P L A T E T O E N A I L T O P P L A T E S , L A P S A N D I N T E R S E C T I O N S F A C E N A I L ( 2 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) ( 3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 3 ) - 3 " x 1 4 G A U G E S T A P L E S C O N T I N U O U S H E A D E R , T W O P I E C E S 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 " ) F A C E N A I L A T 1 6 " O . C . A L O N G E D G E S C E I L I N G J O I S T S T O P L A T E T O E N A I L ( 3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) ( 5 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 5 ) - 3 " x 1 4 G A U G E S T A P L E S F A C E N A I L ( 3 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 ) ( 4 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 4 ) - 3 " x 1 4 G A U G E S T A P L E S ( 3 ) - 1 6 d C O M M O N ( 3 1 / 2 " x 0 . 1 6 2 ) ( 4 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 4 ) - 3 " x 1 4 G A U G E S T A P L E S F A C E N A I L ( 3 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) ( 3 ) - 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) ( 3 ) - 3 " x 1 4 G A U G E S T A P L E S T O E N A I L T O E N A I L 1 6 d C O M . ( 3 1 / 2 " x 0 . 1 6 2 " ) A T 2 4 " O . C . 3 " x 1 4 G A U G E S T A P L E S A T 1 6 " O . C . 3 " x 0 . 1 3 1 " N A I L S ( G u n N a i l ) A T 1 6 " O . C . F A C E N A I L ( 2 ) - 8 d C O M M O N ( 2 1 / 2 " x 0 . 1 3 1 " ) U S E - S I M P S O N A 3 5 A T 4 8 " O . C . - N A - S I M P S O N A 3 5 A T E V E R Y O T H E R B L O C K - N A - N O T E : A . M I N I M U M N A I L I N G S P E C I F I E D H E R E I N S H A L L B E P R O V I D E D U N L E S S N O T E D O T H E R W I S E O N P L A N S , D E T A I L S O R G E N E R A L S T R U C T U R A L N O T E S B . N A I L I N G N O T N O T E D O N T H E S E P L A N S O R D E T A I L S S H A L L B E P E R I . B . C . T A B L E 2 3 0 4 . 1 0 . 1 T 2 0 M I N I M U M N A I L I N G S C H E D U L E - U N L E S S N O T E D O T H E R W I S E T D 3 4 N O S C A L E 2 6 3 4 1 5 2 1 7 42 1 3 4 1 8AT BEAM AT MID WA L L AT TOP PLA T E T21TYPICAL BEAM POCKETTD26 N O S C A L E 2 1 4 A T C O R N E R 1 0 9 K E Y N O T E S : 1 . W O O D B E A M 2 . ( 2 ) 1 6 d N A I L S A T 6 " O . C . 3 . K I N G S T U D E A C H S I D E O F B E A M 4 . S O L I D B U I L T - U P P O S T B E L O W B E A M 5 . S T R A P B R O K E N T O P P L A T E O N S I D E O R T O P 6 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E P E R T Y P I C A L D E T A I L 7 . F U L L - H E I G H T K I N G S T U D E A C H S I D E O F B E A M 8 . H G A 1 0 C L I P E A C H S I D E 9 . F U L L - H E I G H T K I N G S T U D A T E N D O F B E A M 1 0 . F U L L - H E I G H T K I N G S T U D , O P P O S I T E S I D E O F T H E B E A M 11697PROFESSIONALENGI N E E R R E G I STERE D S TATE OF I D A H O M A RKELL B A T E M A N 3/29/21 03/29/2021 PERMIT SET PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 2 3 / 2 9 / 2 1 REXBURG ROWHOUSES KYLER HOKANSO FACMTBIF21-007 TYPICAL DETAILS REXBURG, IDAHO ---- ---- ... ... ... ... ... ... .... 4" CONCRETE SLAB ON GRADE(SEE GSN)CONCRETE SLAB ON GRADE 4 " C O N C R E T E S L A B O N G R A D E ( S E E G S N ) C O N C R E T E S L A B O N G R A D E 4 " C O N C R E T E S L A B O N G R A D E ( S E E G S N ) C O N C R E T E S L A B O N G R A D E 4" CONCRETE SLAB ON GRADE(SEE GSN)CONCRETE SLAB ON GRADE 4 " C O N C R E T E S L A B O N G R A D E ( S E E G S N ) C O N C R E T E S L A B O N G R A D E 4 " C O N C R E T E S L A B O N G R A D E ( S E E G S N ) C O N C R E T E S L A B O N G R A D E WF18/W1WF18/W1 W F 1 8 / W 1 WF18/W1 W F 1 8 / W 1 WF18/W1WF18/W1 W F 1 8 / W 1 WF18/W1 W F 1 8 / W 1 W F 1 8 / W 1 WF18/W1 WF16 WF16 WF16 WF16 WF16 WF16 WF16 WF16 WF16WF16WF16WF16 WF16 WF16 WF16 WF16 WF16 WF16 WF16 WF16WF16WF16WF16WF16 WF18/W1 F30 F 3 0 F 3 0 F30 F 3 0 F 3 0 F30 F 3 0 F 3 0 F30 F 3 0 F 3 0 WF16 1 8 3 ' - 7 1 2 " 7'-6"14'-112"14'-112"14'-112" 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 4 " 1 3 ' - 1 0 1 2 " 37'-1" 39'-1"1'-0"1'-0"13'-3"13'-3"14'-112"F30 F 3 0 F 3 0 F30F30 F 3 0 F 3 0 TYP 101 T Y P 1 0 1 TYP101TYP10 1 T Y P 1 0 1 T Y P 1 0 1 TYP 101 T Y P 1 0 1 TYP 101 T Y P 1 0 1 T Y P 1 0 1 TYP101 T Y P 1 0 1 T Y P 1 0 1 T Y P 1 0 2 T Y P 1 0 2 TYP102 T Y P 1 0 2 T Y P 1 0 2 TYP102 1 3 ' - 3 " 1 3 ' - 3 " 1 5 ' - 0 " 1 3 ' - 3 " 15'-0"15'-0" 1 5 ' - 0 " 1 3 ' - 3 " 1 5 ' - 0 " 6 ' - 7 1 2 " MATCH LINE M A T C H L I N E 7'-6"13'-3"15'-0"13'-3"15'-0"13'-3" 1 5 ' - 0 " 1 3 ' - 3 " 1 5 ' - 0 " 1 3 ' - 3 " 1 5 ' - 0 " 1 3 ' - 3 " 7 ' - 6 " 1 6 9 ' - 6 " 14'-112"14'-112"14'-112"14'-112"14'-112"1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 4 ' - 1 1 2 " 1 5 ' - 0 " 1'-0"1'-0" 55555 5 5 5 5 5 555 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 555555 5 5 5 5 5 5 44 44444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 4 5455 5 5 20'-9"15'-0"41'-6" 1 5 ' - 0 " 4 1 ' - 6 " 1 5 ' - 0 " 2 0 ' - 9 " 20'-9"15'-0"41'-6" 1 5 ' - 0 " 4 1 ' - 6 " 1 5 ' - 0 " 3 4 ' - 1 0 1 2 " 5 9'-1134"17'-114"11'-0"5 WF18/W1 PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 0 3 / 2 9 / 2 1 REXBURG ROWHOUSES KYLER HOKANSO FACMTBIF21-007 FOUNDATION PLAN REXBURG, IDAHO ---- ---- ... ... ... ... ... ... .... S C A L E : F O U N D A T I O N P L A N 1 / 8 " = 1 ' - 0 " 11697PROFESSIONALENGI N E E R R E G I STERE D S TATE OF I D A H O M A RKELL B A T E M A N 3/29/21 03/29/2021 PERMIT SET A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . T H E D E P T H O F F O O T I N G D I M E N S I O N I N D I C A T E D I N T H E G . S . N . I S A M I N I M U M . F O U N D A T I O N C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E S O I L S R E P O R T A N D O T H E R T R A D E S T O I N S U R E T H A T T H E S E M I N I M U M S A R E S U F F I C I E N T F O R T H E W O R K . S E E T Y P I C A L D E T A I L S F O R A D D I T I O N A L R E Q U I R E M E N T S . D . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D S T R U C T U R A L ( B E A R I N G ) W A L L S . E . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E N O N - S T R U C T U R A L ( N O N - B E A R I N G ) W A L L S . F . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . G . , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L H O L D O W N . S E E H O L D O W N S C H E D U L E S A N D D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N . H . W 1 , W 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S C O N C R E T E O R M A S O N R Y W A L L S . S E E W A L L S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . I . W F 1 8 , W F 2 4 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A C O N T I N U O U S W A L L F O O T I N G . S E E F O O T I N G S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . J . F 3 6 , F 4 8 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A C O N C R E T E F O O T I N G . S E E F O O T I N G S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . K . P 1 , P 2 , E T C . A S S H O W N O N P L A N I N D I C A T E S A W O O D P O S T . S E E P O S T S C H E D U L E F O R M O R E I N F O R M A T I O N . L . P R O V I D E C O N T I N U O U S B E A R I N G F O R A L L P O S T S A N D B U I L T - U P S T U D S T O T H E F O U N D A T I O N P E R T Y P I C A L " S O L I D B L O C K I N G B E T W E E N F L O O R S " D E T A I L . M . A L L E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H T Y P E " 5 " S H E A R W A L L S , U N O . N . F O R S I D E W A L K A N D L A N D I N G L O C A T I O N S , S E E A R C H I T E C T U R A L D R A W I N G S . F O U N D A T I O N P L A N N O T E S 5 6 . 7 A B W A L L ( W ) S C H E D U L E M A R K T H I C K N E S S A N D T Y P E V E R T I C A L R E I N F O R C I N G H O R I Z O N T A L R E I N F O R C I N G R E M A R K S W 1 6 " C O N C R E T E # 4 A T 1 8 " O . C . # 4 A T 1 8 " O . C . - - - F O O T I N G S C H E D U L E N O T E S : 1 . F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . 2 . F O R M I N I M U M C L E A R A N C E ( C L R ) O F R E I N F O R C I N G , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) . M A R K L E N G T H W I D T H T H I C K N E S S F O O T I N G R E I N F O R C I N G R E M A R K S F 3 0 3 0 " 3 0 " 1 0 " ( 3 ) # 4 E A C H W A Y B O T T O M - - - W F 1 6 C O N T 1 6 " 6 " # 4 C O N T B O T T O M - - - W F 1 8 C O N T 1 8 " 1 0 " ( 2 ) # 4 C O N T B O T T O M S T R I P F O O T I N G S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 5 / 8 " G Y P S U M W A L L B O A R D ( U N B L O C K E D ) N O . 6 T Y P E S O R W D R Y W A L L S C R E W S 1 - 1 / 4 " L O N G A T 8 " O . C . N O . 6 T Y P E S O R W D R Y W A L L S C R E W S 1 - 1 / 4 " L O N G A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / S T D C U T W A S H E R S A T 4 8 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / S T D C U T W A S H E R S A T 7 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 4 5 GTGTGT G T G T G T G T GTGT G T G T G T G T GTGTGTGT G T G T G T G T G T G T G T G T GTGTGTGT G T G T G T G T G T G T G T G T TYP 201 T Y P 2 0 1 T Y P 2 0 1 T Y P 2 0 3 T Y P 2 0 1 T Y P 2 0 1 TYP204 TYP 202 T Y P 2 0 3 TYP 203TYP203TYP201 T Y P 2 0 1 T Y P 2 0 1 TYP 201T Y P 2 0 1 TYP 201 T Y P 2 0 1 T Y P 2 0 1 T Y P 2 0 2 T Y P 2 0 3 T Y P 2 0 3 TYP 203 B2 B1B1B2B2 B 1 B 1 B 2 B 2 B 1 B 1 B 2 B 2 B1 B2B1B1B1B1 B 1 B 1 B 1 B 1 B 1 B 1 B 1 B 1 B2B1B1B1B1 B 1 B 1 B 1 B 1 B 1 B 1 B 1 B 1 B1B1 B 1 B 1 B 1 B 1 B2 B1B1 B1B1 B2B2B2B2B2 B 2 B 2 B 2 B 2 B 2 B 2 B2B2B2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 B 2 GT B2B1GTB2B1 TYP 204 T Y P 2 0 4 T Y P 2 0 4 TYP204 TYP 204 T Y P 2 0 4 T Y P 2 0 4 M A T C H L I N E MATCH LINE P R E F A B R O O F T R U S S A T 2 4 " O . C . P R E F A B R O O F T R U S S A T 2 4 " O . C . 55555 5 5 5 5 5 555 5 5 5 5 5 5 5 44 44444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 55 5 5 5 5 5 5 5 555555 5 5 5 5 5 5 5 4 5455 5 P1P1 P 1 P 1 P 1 P 1 P1P1 P 1 P 1 P 1 P 1 P1P1P1P1 P 1 P 1 P 1 P 1 P 1 P 1 P 1 P 1 P1P1P1P1P1P1 P 1 P 1 P 1 P 1 P 1 P 1 P 1 P 1 7 / 1 6 " A P A R A T E D R O O F S H E A T H I N G W / 8 d C O M M O N N A I L S A T 6 " O . C . A T P A N E L E D G E S / B O U N D A R Y A N D A T 1 2 " O . C . I N T H E F I E L D . T Y P I C A L R O O F S H E A T H I N G : 7/16" APA RATED ROOF SHEATHING W/8d COMMON NAILS AT 6" O.C. AT PANELEDGES / BOUNDARY AND AT 12" O.C. INTHE FIELD.TYPICAL ROOF SHEATHING:B1 B1205552TYP 2 T Y P 2 T Y P 2TYP2 T Y P 2 T Y P 2 T Y P S C A L E : S 2 . 1 R O O F F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " 11697PROFESSIONALENGI N E E R R E G I STERE D S TATE OF I D A H O M A RKELL B A T E M A N 3/29/21 03/29/2021 PERMIT SET PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 1 3 / 2 9 / 2 1 REXBURG ROWHOUSES KYLER HOKANSO FACMTBIF21-007 S2.1 ROOF FRAMING PLAN REXBURG, IDAHO ---- ---- ... ... ... ... ... ... .... B E A M ( B ) S C H E D U L E M A R K S I Z E B 1 ( 2 ) 2 x 8 O R 4 x 8 O R ( 2 ) 1 3 4 x 5 1 2 L V L B 2 ( 2 ) 2 x 8 O R 4 x 8 O R ( 2 ) 1 3 4 x 5 1 2 L V L 1 . A L I G N A D D I T I O N A L T R U S S W / E A C H S H E A R W A L L D = 1 3 0 0 L B ( A S D L O A D ) 2 . S T E P T O P C H O R D F O R 5 8 " G Y P - B O A R D F O R F I R E T A T E D A S S E M B L Y , S E E A R C H I T E C T U R A L A N D D E T A I L 2 0 3 P L A N K E Y N O T E S X R O O F F R A M I N G P L A N N O T E S A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . I F D O U B L E T O P P L A T E I S N O T C H E D , S T E P P E D O R B R O K E N , P R O V I D E A S I M P S O N M S T C 4 0 S T R A P A T D I S C O N T I N U I T Y . D . T Y P I C A L B E A R I N G W A L L F R A M I N G S H A L L B E 2 x 6 S T U D S A T 1 6 " O . C . U N O . W H E R E R O O F T R U S S E S O R J O I S T S S P A N S E X C E E D 2 0 ' - 0 " A L I G N A D D I T I O N A L S T U D B E L O W R O O F F R A M I N G M E M B E R . E . P R O V I D E T R I M M E R S T U D S ( T S ) A N D K I N G S T U D S ( K S ) A T O P E N I N G S A S F O L L O W S , U . N . O . : O P E N I N G S 6 ' - 0 " O R L E S S , ( 1 ) T S & ( 1 ) K S , O P E N I N G S 6 ' - 1 " T O 9 ' - 0 " , ( 1 ) T S & ( 2 ) K S , 9 ' - 1 " T O 1 2 ' - 0 " , ( 2 ) T S & ( 3 ) K S . F O R A T T A C H M E N T , S E E " T Y P I C A L H E A D E R C O N N E C T I O N " D E T A I L . F . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D S T R U C T U R A L ( B E A R I N G ) W A L L S . G . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E N O N - S T R U C T U R A L ( N O N - B E A R I N G ) W A L L S . H . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . I . B 1 , B 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A B E A M O R H E A D E R . S E E B E A M S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . J . P 1 , P 2 , E T C . A S S H O W N O N P L A N I N D I C A T E S A W O O D P O S T . S E E P O S T S C H E D U L E F O R M O R E I N F O R M A T I O N . K . T I E E A C H R O O F T R U S S A T B E A R I N G L O C A T I O N S W I T H ( 1 ) H 2 . 5 A O R ( 1 ) H 1 C L I P , A N D E A C H G I R D E R T R U S S W I T H ( 2 ) H 2 . 5 A C L I P S , U N O . L . " D = " I N D I C A T E S D R A G L O A D ( A S D ) T H A T T R U S S M A N U F A C T U R E R I S T O D E S I G N T R U S S F O R I N B O T H T E N S I O N A N D C O M P R E S S I O N . M . P R O V I D E B U I L T - U P 2 x P O S T S B E L O W E A C H G I R D E R T R U S S , M A T C H G I R D E R T R U S S W I D T H , U . N . O . N . C S 1 6 , C S 1 8 , E T C . - A S S H O W N A T W A L L O P E N I N G S , P R O V I D E S T R A P P I N G P E R " T Y P I C A L S T R A P A T O P E N I N G " D E T A I L . O . P R O V I D E C O N T I N U O U S B E A R I N G F O R A L L P O S T S A N D B U I L T - U P S T U D S T O T H E F O U N D A T I O N P E R T Y P I C A L " S O L I D B L O C K I N G B E T W E E N F L O O R S " D E T A I L P . F O R C L A R I T Y , D E T A I L S M A Y S H O W O N L Y O N E S I D E O F F R A M I N G C O N D I T I O N . Q . A L L E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H T Y P E " 5 " S H E A R W A L L S , U N O . 5 6 . 7 S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 5 / 8 " G Y P S U M W A L L B O A R D ( U N B L O C K E D ) N O . 6 T Y P E S O R W D R Y W A L L S C R E W S 1 - 1 / 4 " L O N G A T 8 " O . C . N O . 6 T Y P E S O R W D R Y W A L L S C R E W S 1 - 1 / 4 " L O N G A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / S T D C U T W A S H E R S A T 4 8 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / S T D C U T W A S H E R S A T 7 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 4 5 P O S T ( P ) S C H E D U L E N O T E S : 1 . F O R C O N N E C T I O N S A T E I T H E R E N D O F P O S T , S E E D E T A I L S . 2 . U N O , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) F O R L U M B E R S P E C I E S A N D G R A D E . M A R K S I Z E S P E C I E S A N D G R A D E C O N N E C T I O N P 1 ( 2 ) 2 x 4 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S 1 0 1 W O O D S T U D W A L L A T F O U N D A T I O N C W _ S 1 0 2 N O S C A L E 3 " C L R 3" CLR 8 1 0 7 9 6 1 2 5 4 3 6" MIN K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T 2 x P T S O L E P L A T E W / A N C H O R B O L T S P E R S H E A R W A L L S C H E D U L E 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . C O N C R E T E W A L L , S E E P L A N 5 . C O N C R E T E F O O T I N G , S E E P L A N 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . M I N I M U M F O O T I N G D E P T H , S E E G S N 8 . S I D E W A L K , P A V E M E N T , O R F I N I S H G R A D E P E R A R C H 9 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 1 0 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N N O T E S : A . W A T E R P R O O F A N Y E X T E R I O R W O O D F R A M I N G W I T H I N 6 " O F G R A D E P E R A R C H D R A W I N G S 1 0 2 W O O D S T U D W A L L A T F O U N D A T I O N C W _ S 1 2 8 N O S C A L E K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T 2 x P T S O L E P L A T E W / A N C H O R B O L T S P E R S H E A R W A L L S C H E D U L E 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . C O N C R E T E F O O T I N G , S E E P L A N 5 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 3" CLR 7 6 5 1 4 3 31 2" MIN 2 7 6 1 2 K E Y N O T E S : 1 . W O O D T R U S S W / C L I P , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . F U L L H E I G H T T I M B E R S T R A N D B L O C K I N G B E T W E E N E A C H T R U S S 7 . R O O F S H E A T H I N G , S E E P L A N 8 . B O U N D A R Y N A I L I N G , S E E P L A N 1 2 3 5 N O T E : A . N O W A L L S H E A T H I N G S P L I C E B E T W E E N B L O C K I N G A N D T O P P L A T E , I F S H E A T H I N G B R E A K S P R O V I D E A 3 5 C L I P A T E A C H B L O C K B . C O O R D I N A T E R O O F V E N T I L A T I O N C . F A S C I A P E R A R C H I T E C T U R A L D E T A I L S 5 4 7 8 6 6 " 212" 6 " 2 0 1 W O O D T R U S S A T W O O D S T U D W A L L W W _ R T 3 0 3 N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S , S E E P L A N 2 . 2 x 4 x 8 ' - 0 " L O N G A T 6 ' - 0 " O . C . W / ( 2 ) 1 6 d N A I L S A T E A C H T R U S S 3 . W O O D T R U S S W / H G A 1 0 C L I P A T 3 6 " O . C . 4 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 5 . W O O D S T U D W A L L , S E E P L A N 6 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . R O O F S H E A T H I N G , S E E P L A N N O T E : A . C O O R D I N A T E R O O F V E N T I L A T I O N B . F A S C I A P E R A R C H I T E C T U R A L D E T A I L S 1 2 3 4 5 6 8 7 2 0 2 W O O D T R U S S A T W O O D S T U D W A L L W W _ R T 3 0 9 N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . 2 x L E D G E R W / ( 2 ) # 8 S C R E W S A T E A C H S T U D 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . R O O F S H E A T H I N G , S E E P L A N 9 . 2 x 4 x 8 ' - 0 " L O N G A T 6 " - 0 " O . C . W / ( 2 ) 1 6 D N A I L S A T E A C H T R U S S 1 0 . S T E P T O P C H O R D F O R 5 8 " G Y P B O A R D , S E E A R C H 1 1 0 203WOOD TRUSS AT WOOD STUD WALLWW_RT316 N O S C A L E 2 3 4 5 7 2 3 4 5 7 1 K E Y N O T E S : 1 . W O O D T R U S S , S E E P L A N 2 . 2 x 4 A T 6 ' - 0 " O . C . W / ( 2 ) 1 6 d N A I L S A T E A C H T R U S S 3 . W O O D T R U S S W / H G A 1 0 C L I P A T 3 6 " O . C . 4 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 5 . W O O D S T U D W A L L , S E E P L A N 6 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 7 . W O O D T R U S S W / H A N G E R , S E E P L A N 8 . O V E R B U I L D 2 x F R A M I N G W / H A N G E R , S E E P L A N 9 . B O U N D A R Y N A I L I N G , S E E P L A N 1 0 . R O O F S H E A T H I N G , S E E P L A N 1 1 . 2 x B L O C K I N G B E T W E E N E A C H T R U S S W / ( 3 ) 1 6 d N A I L S A T E A C H B L O C K N O T E : A . C O O R D I N A T E R O O F V E N T I L A T I O N B . F A S C I A P E R A R C H I T E C T U R A L D E T A I L S 9 1 2 3 4 5 6 1 0 2 0 4 W O O D T R U S S A T W O O D S T U D W A L L W W _ R T 3 0 9 N O S C A L E 1 1 9 8 7 6 6 9 9 9 9 K E Y N O T E S : 1 . W O O D T R U S S , S E E P L A N 2 . 2 x 4 x 8 ' - 0 " L O N G A T 6 ' - 0 " O . C . W / ( 2 ) 1 6 d N A I L S A T E A C H T R U S S 3 . W O O D T R U S S W / H G A 1 0 C L I P A T 3 6 " O . C . 4 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 5 . W O O D S T U D W A L L , S E E P L A N 6 . R O O F S H E A T H I N G , S E E P L A N 7 . ( 3 ) 1 6 d N A I L S I N T O E A C H S T U D 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 1 0 . W A L L S H E A T H I N G , S E E P L A N 12345 1 0 68 9 9 6 7 8 1 1 205WOOD TRUSS AT WOOD STUD WALLWW_RT319 N O S C A L E N O T E : A . C O O R D I N A T E R O O F V E N T I L A T I O N B . F A S C I A P E R A R C H I T E C T U R A L D E T A I L S 1 3 4 5 9 8 9 8 11697PROFESSIONALENGI N E E R R E G I STERE D S TATE OF I D A H O M A RKELL B A T E M A N 3/29/21 03/29/2021 PERMIT SET PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 3 . 0 3 / 2 9 / 2 1 REXBURG ROWHOUSES KYLER HOKANSO FACMTBIF21-007 FOUNDATION & ROOF FRAMING DETAILS REXBURG, IDAHO ---- ---- ... ... ... ... ... ... .... DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DWDW DWR R R R R R R R R R R R R R R R R R RR R DW R DWR DW R DWR VAN D DUMPSTER ENCLOSURE TYP. 9' - 0" 20' - 0 " 24' - 0 " 7TH NORTH CA R L O W 358' - 1 3/4" GENERAL NOTES -SITE PLAN 1. DO NOT SCALE DRAWINGS 2. LANDSCAPE DRAWINGS WILL BE DESIGN BUILD AT A FUTURE DATE 4. STAGING AREA TO BE COORDINATED BY CONTRACTOR WITH AUTHORITIES HAVING JURISDICTION 5. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION AND DETAILS 6. SEE MECHANICAL FOR DRAIN AND PLUMBING LOCATIONS SITE LEGEND FIRE LANE ADA ACCESSIBLE ROUTE ROOF OUTLINE 50 PARKING STALLS REQUIRED 50 PARKING STALLS PROVIDED 2 ADA PARKING STALLS REQUIRED 2 ADA PARKING STALLS PROVIDED, IN CLUDING A VAN ACCESSIBILITY STALL 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AS101 Architectural Site Plan & Unit Concept 20.0550 March 29, 2021 Rexburg Rowhouses permit set 1/16" = 1'-0"A1 Architectural Site Plan DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DWDW DWR R R R R R R R R R R R R R R R R R RR R DW R DWR DW R DWR 1 1 A A 2 2 3 3 4 4 B B AE201 C1 AE201 B1 38' - 0 " 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 5' - 1 1/4" 13' - 7 3/4"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 6 1/4" 1 BEDROOM A101 TYPE B 1 BEDROOM A102 1 BEDROOM A103 1 BEDROOM A104 1 BEDROOM A105 1 BEDROOM A106 1 BEDROOM A107 1 BEDROOM A108 1 BEDROOM A109 1 BEDROOM A110 1 BEDROOM A111 1 BEDROOM A112 1 BEDROOM A113 1 BEDROOM A114 1 BEDROOM A115 1 BEDROOM A116 1 BEDROOM A117 1 BEDROOM A118 1 BEDROOM A119 1 BEDROOM A120 1 BEDROOM A121 1 BEDROOM A122 1 BEDROOM A123 1 BEDROOM A124 1 BEDROOM A125 TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE BTYPE A TYPE B TYPE B AE202D4 AE202 B4 ELEC A128 MECH A129 353' - 0 1/2" 5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2" 4' - 9 " 2' - 3 " 7' - 0 1/4" 7' - 5 1/4"7' - 0 1/4" 7' - 5 1/4"7' - 0 1/4" 7' - 5 1/4"7' - 0 1/4" 7' - 5 1/4"7' - 0 1/4" 7' - 5 1/4"7' - 0 1/4" 7' - 5 1/4" 1' - 11 1/2" 5' - 0"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2"6' - 5" 7 1/2"7 1/2" 5' - 11 1/2" EW6v EW6v EW6v EW6h EW6v EW6h EW6v EW6h EW6v EW6h EW6v EW6h EW6v EW6h EW6v EW6v EW6v EW6v EW6v EW6h SEE ELEV EW6v SEE ELEV EW6h EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6h EW6v SEE ELEV EW6v EW6v EW6hEW6v EW6v EW6h EW6vEW6vEW6vEW6vEW6vEW6vEW6vEW6vEW6vEW6vEW6vEW6v FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b FW4b 8' - 2 1 / 2 " 8' - 4 3 / 8 " 11 ' - 0 " AE401 B4 AE402 B4 AE511 A5 AE601 D4 AE601 6 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE101 Overall Dimension & Wall Type Plan 20.0550 March 29, 2021 Rexburg Rowhouses permit set 3/32" = 1'-0"B1 Overall Dimension & Wall Type Plan GENERAL NOTES - DIM PLANS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 5 SEE SHEET SERIES AE600 FOR DOOR AND WINDOW TYPES 6 SEE SHEET SERIES AE500 FOR HORIZONTAL AND VERTICAL ASSEMBLY TYPES 7 WALL TYPES ARE TAGGED FOR LENGTH OF ENTIRE WALL RUN, UNLESS NOTED OTHERWISE 8 ALL DIMENSIONS ARE TO THE FACE OF WOOD STUD FRAMED WALLS AS SHOWN, UNLESS NOTED OTHERWISE 9 LOCATED 3" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DWDW DWR R R R R R R R R R R R R R R R R R RR R DW R DWR DW R DWR 1 1 A A 2 2 3 3 4 4 B B AE201 B1 B3 AE301 B1 AE301 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 D1 AE301 D3 AE301 ELEC A128 MECH A129 A A A A A A A A A 103 104103104 128 129 125124123120119116115115112111115108107 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AE401 B4 AE402 B4 AE202 B4 AE202D4 AE201 C1 101 102 105 106 109 110 113 114 1 BEDROOM A101 TYPE B 1 BEDROOM A102 1 BEDROOM A103 1 BEDROOM A104 1 BEDROOM A105 1 BEDROOM A106 1 BEDROOM A107 1 BEDROOM A108 1 BEDROOM A109 1 BEDROOM A110 1 BEDROOM A111 1 BEDROOM A112 1 BEDROOM A113 1 BEDROOM A114 1 BEDROOM A115 1 BEDROOM A116 1 BEDROOM A117 1 BEDROOM A118 1 BEDROOM A119 1 BEDROOM A120 1 BEDROOM A121 1 BEDROOM A122 1 BEDROOM A123 1 BEDROOM A124 1 BEDROOM A125 TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE BTYPE A TYPE B TYPE B 117 118 121 122 03.04 21.0121.0121.0121.01 21.01 21.01 21.0121.01 21.01 21.01 21.0121.01 21.01 21.01 21.01 21.01 21.0121.01 21.01 21.01 21.01 21.01 21.0121.01 22.02 AE601 D4 AE601 6 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE102 Overall Annotation Plan 20.0550 March 29, 2021 Rexburg Rowhouses permit set KEYED NOTES 03.04 CONCRETE SLAB ON GRADE OVER GRAVEL BED, RE: STRUCTURAL 21.01 2 HR DEMISING / PARTY WALL, TO UNDERSIDE OF ROOF 22.02 METER LOCATION FOR ALL UNITS; SEE MECHANICAL 3/32" = 1'-0"B1 Overall Annotated Plan GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 5 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 6 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OFOI, WITH OWNER 7 SEE SHEET SERIES AE500 FOR HORIZONTAL AND VERTICAL ASSEMBLY TYPES 8 SEE SHEET SERIES AE600 FOR DOOR & WINDOW TYPES 11 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 12 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 13 SEE AE901 FOR CASEWORK & ACCESSIBLE MILLWORK DETAILS 1 1 A A 2 2 3 3 4 4 B B 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 38' - 0 " 13' - 7 3/4"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 6 1/4" 100' - 0"100' - 0" 100' - 0" 100' - 0" 100' - 0" 100' - 0" 100' - 0" 7' - 6 3/4" 6' - 6 3/4" 7' - 5 1/4" 6' - 8 1/4"7' - 6 3/4" 6' - 6 3/4" 7' - 5 1/4" 6' - 8 1/4"7' - 6 3/4" 6' - 6 3/4" 7' - 5 1/4" 6' - 8 1/4"7' - 6 3/4" 6' - 6 3/4" 7' - 5 1/4" 6' - 8 1/4"7' - 6 3/4" 6' - 6 3/4" 7' - 5 1/4" 6' - 8 1/4"7' - 6 3/4" 6' - 6 3/4" 7' - 5 1/4" 6' - 8 1/4" 1' - 0 " 1' - 0 " 7"7"7"7" 1' - 6 " 6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"6' - 6 3/4" 7' - 5 1/4"4' - 7 3/4" 6' - 11 1/2" 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 16' - 1 1 / 4 " 11 ' - 0 " F1 F1 F103.04 03.04 03.04 SLAB EDGE LEGEND SLAB ON GRADE, RE: STRUCTURAL 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE111 Overall Slab Edge Plan 20.0550 March 29, 2021 Rexburg Rowhouses permit set GENERAL NOTES - SLAB EDGE 1 COORDINATE SLAB EDGE PLANS WITH STRUCTURAL DRAWINGS 2 COORDINATE SLAB EDGE PLANS WITH MECHANICAL DRAWINGS 3/32" = 1'-0"B1 Overall Slab Plan KEYED NOTES 03.04 CONCRETE SLAB ON GRADE OVER GRAVEL BED, RE: STRUCTURAL 1 1 A A 2 2 3 3 4 4 B B AE401 B5 B3 AE301 B1 AE301 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 D1 AE301 D3 AE301 G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" AE402 B5 G1 9' - 0"G1 9' - 0" 09.01 09.01 09.01 09.01 09.01 09.01 09.01 09.01 09.01 09.0109.01 09.01 09.01 09.01 09.01 09.0109.01 09.01 09.01 09.01 09.01 09.0109.01 09.01 09.01 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 08.11 CEILING LEGEND RECESSED LIGHT FIXTURE, SEE ELECTRICAL G1 GYPSUM BOARD (PAINTED) ON SUSPENSION SYSTEM 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE131 Overall Reflected Ceiling Plan 20.0550 March 29, 2021 Rexburg Rowhouses permit set 3/32" = 1'-0"B1 Overall Reflected Ceiling Plan KEYED NOTES 08.11 CEILING ACCESS PANEL - COORDINATE EXACT LOCATION WITH MECHANICAL EQUIPMENT AND ACCESS REQUIREMENTS - PAINTED (MATCH COLOR OF ADJACENT CEILING) 09.01 PAINTED GYP BD. (PT-1) GENERAL NOTES - CEILING PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 7 SEE SHEET AE511 FOR TYPICALCEILING DETAILS ROOF MEMBRANE OVER RIGID INSULATION OVER SHEATHING ROOF LEGEND SHINGLE ROOF SYSTEM OVER UNDERLAYMENT OVER SHEATHING 1 1 A A 2 2 3 3 4 4 B B B3 AE301 B1 AE301 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 D1 AE301 D3 AE301 353' - 1 1/2" 38' - 0 " 13' - 7 3/4"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 1 1/2"14' - 6 1/4" 7" / 1 2 " 3" / 1 2 " 14" / 12" 7" / 1 2 " 7" / 1 2 " 14" / 12" 14" / 12"14" / 12" 7" / 1 2 " 14" / 12" 7" / 1 2 " 14" / 12" 14" / 12"14" / 12" 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " 14" / 12" 7" / 1 2 " 14" / 12" 14" / 12"14" / 12" 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " 14" / 12" 7" / 1 2 " 14" / 12" 14" / 12"14" / 12" 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " 14" / 12" 7" / 1 2 " 14" / 12" 14" / 12"14" / 12" 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " 14" / 12" 7" / 1 2 " 14" / 12" 14" / 12"14" / 12" 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " R1 R1 R2 R1 R2 R1 R1 R1 R2 R1 R2 R1 R1 R2 R1 R2 R1 R1 R2 R1 R2 R1 R1 R2 R1 R2 R1 R1 R2 R1 R2 R1 R2 R1 R1R1 R1R1R1 R1R1 R1R1 R1 R1 EQ EQ 07.03 07.03 07.0307.03 07.03 07.03 07.03 07.03 07.03 07.03 07.03 07.03 07.03 07.03 07.03 07.03 07.0307.03 07.03 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.05 07.05 07.05 07.05 07.05 AE142 B1 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE141 Overall Roof Plan 20.0550 March 29, 2021 Rexburg Rowhouses permit set GENERAL NOTES - ROOF PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 CRICKET AT ALL MECHANICAL ITEMS, 1/4" PER FOOT BACKSLOPE MINIMUM 4 SEE BUILDING AND WALL SECTIONS FOR ADDITIONAL ROOF INFO; SEE SHEET AE501 FOR ROOF ASSEMBLY CONSTRUCTION KEYED NOTES 07.02 CANOPY: SINGLE-PLY ROOF MEMBRANE OVER RIGID INSULATION OVER SHEATHING 07.03 ASPHALT ROOF SHINGLES OVER SELF-ADHERED UNDERLAYMENT (GRACE OR EQ) 07.05 RIDGE VENT, QUARRIX - STORM STOP OR EQ 3/32" = 1'-0"B1 Overall Roof Plan 7" / 1 2 " 14" / 12" 3" / 1 2 " 7" / 1 2 " 07.03 07.02 07.03 07.03 1' - 2 " 1 1 A 2 2 3 3 4 4 B B3 AE301 B1 AE301 5 5 D1 AE301 D3 AE301 AE142 E2 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 7" / 1 2 " 7" / 1 2 " 14" / 12"14" / 12" 14" / 12"14" / 12" 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " 07.03 07.05 07.03 07.05 07.05 07.03 07.03 07.0307.0307.03 07.02 07.02 07.02 21.02 21.02 4' - 0"4' - 0" TYP AT ALL DEMISING WALLS TYP AT ALL DEMISING WALLS 21.02 21.02 4' - 0" TYP AT ALL DEMISING WALLS TYP AT ALL DEMISING WALLS 21.02 21.02 4' - 0" TYP AT ALL DEMISING WALLS TYP AT ALL DEMISING WALLS 21.02 21.02 TYP AT ALL DEMISING WALLS TYP AT ALL DEMISING WALLS 4' - 0" 4' - 0" 4' - 0"4' - 0" ROOF MEMBRANE OVER RIGID INSULATION OVER SHEATHING ROOF LEGEND SHINGLE ROOF SYSTEM OVER UNDERLAYMENT OVER SHEATHING 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE142 Enlarged Roof Plans 20.0550 March 29, 2021 Rexburg Rowhouses permit set 3/4" = 1'-0"E2 Typical Canopy / Roof 1/4" = 1'-0"B1 Enlarged Roof Plan GENERAL NOTES - ROOF PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 CRICKET AT ALL MECHANICAL ITEMS, 1/4" PER FOOT BACKSLOPE MINIMUM 4 SEE BUILDING AND WALL SECTIONS FOR ADDITIONAL ROOF INFO; SEE SHEET AE501 FOR ROOF ASSEMBLY CONSTRUCTION KEYED NOTES 07.02 CANOPY: SINGLE-PLY ROOF MEMBRANE OVER RIGID INSULATION OVER SHEATHING 07.03 ASPHALT ROOF SHINGLES OVER SELF-ADHERED UNDERLAYMENT (GRACE OR EQ) 07.05 RIDGE VENT, QUARRIX - STORM STOP OR EQ 21.02 5/8" TYPE 'X' GYPSUM BOARD, EXTEND OUT 4'-0" MIN FROM FACE OF DEMISING WALL (EA SIDE), UNDER ROOF SHEATHING - HOLD DOWN ROOF TRUSSES 5/8" AT THIS AREA TO ACCOMODATE GYPSUM SHEATHING AND ASSURE FLUSH ROOF SHEATHING FLUSH PRE-PAINTED FIBER CEMENT SIDING BOARD MATERIAL LEGEND ALUMINUM PANEL SYSTEM -FAUX WOOD FINISH METAL PANEL SYSTEM Finish Floor 100' -0" 1 Top Plate 110' -0" 234 T.O. Ridge 121' -11" B3 AE301 B1 AE301 567891011121314151617181920212223242526 D1 AE301 AE202 D1 T.O. Lower Ridge 115' -9" EW6v EW6vEW6vEW6vEW6vEW6vEW6v EW6v EW6v EW6v EW6v EW6v EW6h EW6v EW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6hEW6h R1R1R1R1 R1 R1 Finish Floor 100' -0" 1 Top Plate 110' -0" 2 3 4 T.O. Ridge 121' -11" B3 AE301 B1 AE301 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 D1 AE301 AE202 B1 T.O. Lower Ridge 115' -9" R1R1 R1 R1 R1 EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6h EW6vEW6vEW6v EW6v EW6v EW6v EW6v EW6v 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE201 Overall Exterior Elevations 20.0550 March 29, 2021 Rexburg Rowhouses permit set 3/32" = 1'-0"B1 Overall Ext Elevation North 3/32" = 1'-0"C1 Overall Ext Elevation South Finish Floor 100' -0" 1 Top Plate 110' -0" 2 3 4 T.O. Ridge 121' -11" B3 AE301 B1 AE301 5D1 AE301 T.O. Lower Ridge 115' -9" A A A AA 103 104 7" / 1 2 " 7" / 1 2 " 3" / 1 2 " 3" / 1 2 " 14" / 12"1 4 " / 1 2 " EW6p EW6p EW6h EW6h EW6hEW6h EW6h R2 R2 R1 R1 R1R1 EW6v EW6v EW6v EW6hEW6h EW6h EW6p EW6p EW6p EW6h EW6h BB B B 101 102128 EW6v 7" / 1 2 " 8"8" PRE-PAINTED FIBER CEMENT SIDING BOARD MATERIAL LEGEND ALUMINUM PANEL SYSTEM -FAUX WOOD FINISH METAL PANEL SYSTEM Finish Floor 100' -0" A Top Plate 110' -0" B T.O. Ridge 121' -11" D3 AE301 T.O. Lower Ridge 115' -9" A A 7 " / 1 2 "7" / 12" 7 " / 1 2 "7" / 12"14 " / 1 2 " 14 " / 1 2 " EW6v EW6vEW6vEW6v EW6v EW6v EW6hEW6h R1 R1 R1 R1 R1 R1 3" / 12" AB AA 7 " / 1 2 "7" / 12" EW6v EW6h EW6h R1 R1 Finish Floor 100' -0" 1 Top Plate 110' -0" 234 T.O. Ridge 121' -11" B3 AE301 B1 AE3015D1 AE301 AAAA 129 T.O. Lower Ridge 115' -9" 7" / 1 2 " 7" / 1 2 " 14" / 12"1 4 " / 1 2 " 7" / 1 2 " EW6h EW6v EW6h EW6v EW6h EW6h EW6v EW6v R1 R1 R1 R1 R1 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE202 Enlarged Exterior Elevations 20.0550 March 29, 2021 Rexburg Rowhouses permit set 1/4" = 1'-0"B1 Enlarged Ext Elevation South 1/4" = 1'-0"B4 Enlarged Ext Elevation West 1/4" = 1'-0"D4 Enlarged Ext Elevation East 1/4" = 1'-0"D1 Enlarged Ext Elevation North Finish Floor 100' -0" A Top Plate 110' -0" B T.O. Ridge 121' -11" D3 AE301 T.O. Lower Ridge 115' -9" 09.01 06.06 06.07 06.08 06.07 07.01 08.01 03.04 03.01 07.04 11.02 09.01 06.07 07.01 08.02 06.06 06.09 06.08 07.05 F1F1 R1 R1 R1 Finish Floor 100' -0" A Top Plate 110' -0" B T.O. Ridge 121' -11" D3 AE301 T.O. Lower Ridge 115' -9" 06.08 07.05 03.04 07.04 03.01 08.02 06.08 06.07 06.06 09.01 06.07 07.01 08.01 R1R1R1 ASSEMBLY TYPES ROOF R1 R2 F1FLOOR TYPICAL SLAB-ON-GRADE TYPICAL ROOF ASSEMBLY TYPICAL CANOPY ASSEMBLY NOTE: SEE AE501 SHEET SERIES FOR COMPLETE ASSEMBLY TYPES Finish Floor 100' -0" A Top Plate 110' -0" B T.O. Ridge 121' -11" D3 AE301 T.O. Lower Ridge 115' -9" 06.06 07.03 06.07 06.08 03.04 03.01 09.01 06.07 07.01 08.01 06.01 22.04 10.08 10.06 10.07 22.03 09.01 06.07 07.01 08.02 06.08 07.05 07.04 F1 F1 R1R1 R1 Finish Floor 100' -0" 1 Top Plate 110' -0" 2 3 4 T.O. Ridge 121' -11" B3 AE301 B1 AE301 5 D1 AE301 T.O. Lower Ridge 115' -9" 08.02 06.07 03.01 03.04 07.04 A A A A 09.01 06.07 07.01 21.01 06.06 07.03 07.03 09.01 06.07 07.01 21.01 4' - 0"4' - 0" 4' - 0" 21.02 4' - 0" 21.02 21.02 4' - 0"4' - 0" F1 F1 21.02 21.02 R1 R1 R1 21.02 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE301 Building Sections 20.0550 March 29, 2021 Rexburg Rowhouses permit set 1/4" = 1'-0"B1 Building Section Grid 1.3 1/4" = 1'-0"B3 Building Section Grid 2.2 KEYED NOTES 03.01 FOUNDATION, RE: STRUCTURAL 03.04 CONCRETE SLAB ON GRADE OVER GRAVEL BED, RE: STRUCTURAL 06.01 CLOSET SHELF (PAINTED) W/ ROD 06.06 ROOF OVERBUILD FRAMING, RE: STRUCTURAL 06.07 ROOF TRUSS/FRAMING, RE: STRUCTURAL 06.08 HEADER/BEAM, RE: STRUCTURAL 06.09 CONTINUE EXTERIOR WALL FACE UP TO SHED ROOF CONNECTION 07.01 LOOSE INSULATION TO CREATE A CONTINUOUS R-VALUE INSULATION AT ROOF, RE: COMCHECK 07.03 ASPHALT ROOF SHINGLES OVER SELF-ADHERED UNDERLAYMENT (GRACE OR EQ) 07.04 R-10 RIGID INSULATION (INSIDE FACE OF FOUNDATION WALLS) AT ALL FOUNDATIONS OF OCCUPIABLE INTERIOR SPACES 07.05 RIDGE VENT, QUARRIX - STORM STOP OR EQ 08.01 DOOR AS SCHEDULED 08.02 WINDOW AS SCHEDULED 09.01 PAINTED GYP BD. (PT-1) 10.06 18" GRAB BAR, STAINLESS STEEL; FOR BLOCKING & MOUNTING, SEE GI004 10.07 36" GRAB BAR, STAINLESS STEEL; FOR BLOCKING & MOUNTING, SEE GI004 10.08 42" GRAB BAR, STAINLESS STEEL; FOR BLOCKING & MOUNTING, SEE GI004 11.02 TV - BY TENANT, (SHOWN FOR ELECTRICAL/DATA OUTLET PURPOSES) 21.01 2 HR DEMISING / PARTY WALL, TO UNDERSIDE OF ROOF 21.02 5/8" TYPE 'X' GYPSUM BOARD, EXTEND OUT 4'-0" MIN FROM FACE OF DEMISING WALL (EA SIDE), UNDER ROOF SHEATHING - HOLD DOWN ROOF TRUSSES 5/8" AT THIS AREA TO ACCOMODATE GYPSUM SHEATHING AND ASSURE FLUSH ROOF SHEATHING FLUSH 22.03 FLOOR MOUNTED WATER CLOSET, RE: PLUMBING 22.04 SHOWER / TUB INSERT, RE: PLUMBING 1/4" = 1'-0"D1 Building Section Grid 2.8 1/4" = 1'-0"D3 Building Section Grid A.2 DWR 1 1 A A 2 2 B B 38 ' - 0 " 10' - 2 3 / 4 " 2' - 4 3 / 4 " 11 1 / 2 " 5' - 6 3 / 4 " 18 ' - 1 0 3 / 8 " B1 AE301 AE401 E2 D6 E3 D7 AE401 E6 E4 E7 E5 AE401 D4 D2 D5 D3 D3 AE301 A A A A 5' - 6 1/2"4' - 7 1/2" EQ EQ 1' - 3 " 36 " P A T H 36 " P A T H EQ EQ PW6b PW4b PW4b PW4b PW4b PW4b 13' - 7 3/4" FW4b FW4b U02 U03 U01 101 21.01 11.05 11.01 22.01 11.04 22.03 11.01 22.04 11.03 22.06 06.01 2' - 6 " 1' - 6 " 4" 2' - 8 " 4" 3' - 0 " 11.01 22.0109.01 11.07 11.05 11.08 09.01 09.03 2' - 4" 06.04 06.05 06.04 09.02 2' - 8 " 1' - 6 " 2 ' - 6 " 11.02 T O C E N E R O F O U T L E T / D A T A 5' - 0 " 4" 3' - 0 " 09.01 09.02 A 101 B 09.01 09.01 09.02 4" 2 ' - 8 " 1' - 6 " 2 ' - 6 " 3' - 0 " A 09.01 09.02 4" 2 ' - 8 " 4 " 3' - 0 " U01 09.01 11.07 09.03 2' - 8 " 4 " CL1' - 6" 22.03 22.04 11.07 22.01 09.01 09.0206.04 09.03 4" 2' - 8 " 4" 3' - 0 " A 09.01 09.02 09.01 09.02 09.0109.01 09.01 A 09.02 1 1 A A 2 2 B B B1 AE301 D3 AE301 G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" 38 ' - 0 " 13' - 7 3/4" 09.01 09.01 09.01 09.01 09.01 08.11 UNIT TYPE B FINISH SCHEDULE FLOOR LUXURY VINYL TILE - TO BE SELECTED BY OWNER/ARCHITECT WALLS PT-1 (FIELD PAINT) - TO BE SELECTED BY OWNER/ARCHITECT WALL BASE 4" WOOD BASE - PAINT GRADE CEILING PT-1 (FIELD PAINT) - TO BE SELECTED BY OWNER/ARCHITECT GENERAL NOTES -FINISH SCHEDULE 1. ALL MATERIALS LISTED MUST BE APPROVED BY SUBMITTAL PROCESS TO THE ARCHITECT 2. CONTRACTOR TO PREPARE 3' X 3' ON-SITE PAINT MOCK-UP FOR COLOR APPROVAL BY ARCHITECT PRIOR TO COMMENCING PAINTING WORK 3. UNLESS NOTED OTHERWISE, TILE INSTALLER IS TO FOLLOW TNCA & ANSI STANDARDS; ALL APPROPRIATE TRIM PIECES TO BE INCLUDED WITH TILE 4. NO SUBSTITUTIONS OR OMISSIONS PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM ARCHITECT 5. ARCHITECT TO SELECT FROM FULL RANGE OF COLORS AND FINISHES OFFERED BY MANUFACTURERS, INCLUDING CUSTOM 6. USE CRACK ISOLATION MEMBRANCE UNDERA ALL TILE INSTALLATIONS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE401 Enlarged Type B Unit Plans / Elevations 20.0550 March 29, 2021 Rexburg Rowhouses permit set GENERAL NOTES - INT PLAN/ELEV 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT. 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYP. 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 12 ALL MILLWORK INTERIOR FINISH TO BE SELECTED BY OWNER, UNLESS NOTED OTHERWISE 13 COUNTERTOP EDGE PROFILES TO BE SQUARE EDGE. IF SHOWN IN ELEVATION, PROVIDE 4" BACKSPLASH 14 ALL WOOD WALLCOVERING GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 1/4" = 1'-0"B4 Enlarged Floor Plan - Type B Unit GENERAL NOTES - CEILING PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 7 SEE SHEET AE511 FOR TYPICALCEILING DETAILS 1/4" = 1'-0"D2 Type B Kitchen - North 1/4" = 1'-0"D3 Type B Kitchen - East 1/4" = 1'-0"D4 Type B Kitchen - South 1/4" = 1'-0"D5 Type B Kitchen - West 1/4" = 1'-0"D6 Type B Bathroom - North 1/4" = 1'-0"D7 Type B Bathroom - East 1/4" = 1'-0"E2 Type B Bathroom - South 1/4" = 1'-0"E3 Type B Bathroom - West 1/4" = 1'-0"E4 Type B Bedroom - North 1/4" = 1'-0"E5 Type B Bedroom - East 1/4" = 1'-0"E6 Type B Bedroom - South 1/4" = 1'-0"E7 Type B Bedroom - West KEYED NOTES 06.01 CLOSET SHELF (PAINTED) W/ ROD 06.04 MILLWORK TO BE SELECTED BY OWNER 06.05 FINISHED MILLWORK END PANEL, FINISH TO CORRESPOND TO ADJACENT MILLWORK 08.11 CEILING ACCESS PANEL - COORDINATE EXACT LOCATION WITH MECHANICAL EQUIPMENT AND ACCESS REQUIREMENTS - PAINTED (MATCH COLOR OF ADJACENT CEILING) 09.01 PAINTED GYP BD. (PT-1) 09.02 4" WOOD WALL BASE - PAINTED (PT-1) 09.03 SOLID SURFACE (QUARTZ), TO BE SELECTED 11.01 RANGE (FULLY ADA COMPLIANT IN TYPE A UNIT). TO BE SELECTED BY OWNER 11.02 TV - BY TENANT, (SHOWN FOR ELECTRICAL/DATA OUTLET PURPOSES) 11.03 STACKABLE WASHER / DRYER, RE: MECH/PLUMBING 11.04 UNDERCOUNTER DISHWASHER (FULLY ADA COMPLIANT IN TYPE A UNIT). TO BE SELECTED BY OWNER, RE: PLUMBING 11.05 REFRIGERATOR W/ ICE MAKER (FULLY ADA COMPLIANT IN TYPE A UNIT). TO BE SELECTED BY OWNER 11.07 FRAMELESS MIRROR 11.08 KITCHEN HOOD, RE: MECH 21.01 2 HR DEMISING / PARTY WALL, TO UNDERSIDE OF ROOF 22.01 LAVATORY, RE: PLUMBING 22.03 FLOOR MOUNTED WATER CLOSET, RE: PLUMBING 22.04 SHOWER / TUB INSERT, RE: PLUMBING 22.06 WATER HEATER, RE: MECH/PLUMBING GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 5 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 6 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OFOI, WITH OWNER 7 SEE SHEET SERIES AE500 FOR HORIZONTAL AND VERTICAL ASSEMBLY TYPES 8 SEE SHEET SERIES AE600 FOR DOOR & WINDOW TYPES 11 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 12 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 13 SEE AE901 FOR CASEWORK & ACCESSIBLE MILLWORK DETAILS 1/4" = 1'-0"B5 Enlarged RCP - Type B Unit DW R A A 2 2 3 3 B B B3 AE301 AE402 D4 D2 D5 D3 AE402 E2 D6 E3 D7 AE402 E6 E4 E7 E5 D1 AE301 D3 AE301 A 30" x 60" BATHTUB FR O N T A P P R O A C H SIN K 3 0 " x 4 8 " FR O N T A P P R O A C H WC 3 0 " x 4 8 " PARALLEL APPROACH BATHTUB 30" x 48" FRONT LOAD W/D COMBO FR O N T A P P R O A C H 30 " x 4 8 " BEDROOM EGRESS 6 0 " ø FW4b EW6v FW4b EW6v EW6h EW6h EW6h A SHELF +54" A.F.F. ROD + 48" A.F.F. ADJACENT APPROACH 30" x 48" PARALLEL APPROACH 30" x 48" PARALLEL APPROACH 30" x 48" 1 BEDROOM A102 TYPE A CLEAR FLOOR SPACE IN FRONT OF CLOTHES 30" x 48" 38 ' - 0 " 6 1 / 2 " 5 1 / 2 " 9' - 7 " 2' - 5 " 1' - 3 1 / 2 " 1' - 3 1 / 2 " 7' - 5 " 14 ' - 7 1 / 2 " 1' - 0 " LINEN NICHE 4' - 1"2' - 8 1/2"5' - 7" EQ EQEQ 3" A P P R O A C H 18 " C L R 3 4 3 /4 " C L R > 3 2 " 36 " D O O R A P P R O A C H 18 " C L R PW6b PW4b PW6b PW4bPW4b PW4b EQ PW4b PW4b 34 3/4" CLR > 32" 36" DOOR U02 U01 U04 U01 102 REMOVABLE CABINET UNDER SINK. FLOOR FINISH EXTENDS TO WALL. WALLS BEHIND AND SURROUNDING WALLS MUST BE FINISHED FLUSH CONTROL IS REQUIRED ON THE OPEN SIDE OF THE WATER CLOSET TOP RIM OF SINK ≤ 34" A.F.F.TOP OF COUNTER ≤ 34" A.F.F. APPROACH 18" CLR 11.05 11.01 22.0111.08 10.06 10.08 10.07 22.03 TOP OF COUNTER ≤ 34" A.F.F. 22.01 22.0422.06 11.09 06.01 06.02 7' - 1 1/2"7' - 0 1/2" 14' - 1 1/2" A A 2 2 3 3 B B B3 AE301 D1 AE301 D3 AE301 38 ' - 0 " G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" G1 10' - 0" 09.01 09.01 09.01 09.01 09.01 08.11 4" 2' - 6 " 4" 1' - 2 " 2' - 1 0 " 2' - 6 " 4' - 0 " 06.04 06.05 11.04 11.01 06.03 06.04 06.04 11.05 09.01 11.08 09.03 22.01 2' - 4" 09.0109.01 09.02 4" 2 ' - 6 " 1' - 2 " 2' - 1 0 " 4' - 0 " 2 ' - 6 " 09.02 09.01 11.08 06.04 06.04 A 102 B 09.01 09.01 09.02 T O C E N E R O F O U T L E T / D A T A 5' - 0 " 11.02 09.02 11.08 06.04 06.04 09.01 22.04 09.01 09.01 06.02 22.04 09.01 10.06 10.08 10.07 22.03 09.02 5' - 0" 2' - 1 0 " TO M I R R O R S U R F A C E 3' - 4 " 10.08 10.06 10.07 22.03 06.03 11.07 06.04 09.03 09.02 09.01 22.04 09.0109.01 06.03 22.01 09.03 11.07 4" 2 ' - 6 " 2' - 1 0 " A 09.02 09.01 09.01 09.01 09.02 09.02 09.01 09.01 09.02 09.01 09.02 UNIT TYPE A FINISH SCHEDULE FLOOR LUXURY VINYL TILE - TO BE SELECTED BY OWNER/ARCHITECT WALLS PT-1 (FIELD PAINT) - TO BE SELECTED BY OWNER/ARCHITECT WALL BASE 4" WOOD BASE - PAINT GRADE CEILING PT-1 (FIELD PAINT) - TO BE SELECTED BY OWNER/ARCHITECT GENERAL NOTES -FINISH SCHEDULE 1. ALL MATERIALS LISTED MUST BE APPROVED BY SUBMITTAL PROCESS TO THE ARCHITECT 2. CONTRACTOR TO PREPARE 3' X 3' ON-SITE PAINT MOCK-UP FOR COLOR APPROVAL BY ARCHITECT PRIOR TO COMMENCING PAINTING WORK 3. UNLESS NOTED OTHERWISE, TILE INSTALLER IS TO FOLLOW TNCA & ANSI STANDARDS; ALL APPROPRIATE TRIM PIECES TO BE INCLUDED WITH TILE 4. NO SUBSTITUTIONS OR OMISSIONS PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM ARCHITECT 5. ARCHITECT TO SELECT FROM FULL RANGE OF COLORS AND FINISHES OFFERED BY MANUFACTURERS, INCLUDING CUSTOM 6. USE CRACK ISOLATION MEMBRANCE UNDERA ALL TILE INSTALLATIONS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE402 Enlarged Type A Unit Plans / Elevations 20.0550 March 29, 2021 Rexburg Rowhouses permit set GENERAL NOTES - INT PLAN/ELEV 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT. 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYP. 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 12 ALL MILLWORK INTERIOR FINISH TO BE SELECTED BY OWNER, UNLESS NOTED OTHERWISE 13 COUNTERTOP EDGE PROFILES TO BE SQUARE EDGE. IF SHOWN IN ELEVATION, PROVIDE 4" BACKSPLASH 14 ALL WOOD WALLCOVERING GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE GENERAL NOTES - CEILING PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 7 SEE SHEET AE511 FOR TYPICALCEILING DETAILS KEYED NOTES 06.01 CLOSET SHELF (PAINTED) W/ ROD 06.02 BUILT-IN LINEN SHELVING - 3/4" PARTICLE BOARD W/ MALAMINE EDGE (PAINT GRADE) 06.03 REMOVABLE CABINET UNDER SINK. FLOOR FINISH EXTENDS TO WALL. WALLS BEHIND AND SURROUNDING WALLS MUST BE FINISHED 06.04 MILLWORK TO BE SELECTED BY OWNER 06.05 FINISHED MILLWORK END PANEL, FINISH TO CORRESPOND TO ADJACENT MILLWORK 08.11 CEILING ACCESS PANEL - COORDINATE EXACT LOCATION WITH MECHANICAL EQUIPMENT AND ACCESS REQUIREMENTS - PAINTED (MATCH COLOR OF ADJACENT CEILING) 09.01 PAINTED GYP BD. (PT-1) 09.02 4" WOOD WALL BASE - PAINTED (PT-1) 09.03 SOLID SURFACE (QUARTZ), TO BE SELECTED 10.06 18" GRAB BAR, STAINLESS STEEL; FOR BLOCKING & MOUNTING, SEE GI004 10.07 36" GRAB BAR, STAINLESS STEEL; FOR BLOCKING & MOUNTING, SEE GI004 10.08 42" GRAB BAR, STAINLESS STEEL; FOR BLOCKING & MOUNTING, SEE GI004 11.01 RANGE (FULLY ADA COMPLIANT IN TYPE A UNIT). TO BE SELECTED BY OWNER 11.02 TV - BY TENANT, (SHOWN FOR ELECTRICAL/DATA OUTLET PURPOSES) 11.04 UNDERCOUNTER DISHWASHER (FULLY ADA COMPLIANT IN TYPE A UNIT). TO BE SELECTED BY OWNER, RE: PLUMBING 11.05 REFRIGERATOR W/ ICE MAKER (FULLY ADA COMPLIANT IN TYPE A UNIT). TO BE SELECTED BY OWNER 11.07 FRAMELESS MIRROR 11.08 KITCHEN HOOD, RE: MECH 11.09 WASHER/DRYER COMBO UNIT (FULLY ADA COMPLIANT) 22.01 LAVATORY, RE: PLUMBING 22.03 FLOOR MOUNTED WATER CLOSET, RE: PLUMBING 22.04 SHOWER / TUB INSERT, RE: PLUMBING 22.06 WATER HEATER, RE: MECH/PLUMBING GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 5 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 6 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OFOI, WITH OWNER 7 SEE SHEET SERIES AE500 FOR HORIZONTAL AND VERTICAL ASSEMBLY TYPES 8 SEE SHEET SERIES AE600 FOR DOOR & WINDOW TYPES 11 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 12 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 13 SEE AE901 FOR CASEWORK & ACCESSIBLE MILLWORK DETAILS 1/4" = 1'-0"B4 Enlarged Floor Plan - Type A Unit 1/4" = 1'-0"B5 Enlarged RCP - Type A Unit 1/4" = 1'-0"D2 Type A Kitchen - North 1/4" = 1'-0"D3 Type A Kitchen - East 1/4" = 1'-0"D4 Type A Kitchen - South 1/4" = 1'-0"D5 Type A Kitchen - West 1/4" = 1'-0"D6 Type A Bathroom - North 1/4" = 1'-0"D7 Type A Bathroom - East 1/4" = 1'-0"E2 Type A Bathroom - South 1/4" = 1'-0"E3 Type A Bathroom - West 1/4" = 1'-0"E4 Type A Bedroom - North 1/4" = 1'-0"E5 Type A Bedroom - East 1/4" = 1'-0"E6 Type A Bedroom - South 1/4" = 1'-0"E7 Type A Bedroom - West 1. REFER TO AE100 SHEET SERIES FOR LOCATION OF WALL TYPES. 2. REFER TO SCHEDULES & DETAILS FOR FINISHES. 3. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF EACH WALL TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. FIRE RATED WALLS ARE TO TERMINATE AT STRUCTURAL MEMBERS WITH A FIRE RESISTANT RATING. WHERE REQUIRED APPROPRIATE FRAMING AND GYP BOARD IS TO BE INSTALLED AND OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS SUCH AS PIPING OR DUCTWORK, TO MAINTAIN THE FIRE RESISTANCE RATING. NON-RATED WALLS THAT CONTINUE TO STRUCTURE ARE TO TERMINATE AT PROPER LOCATIONS TO MAINTAIN THE INTENT OF THE CONTINUOUS PLANE OF ONE LAYER OF GYP BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER. SEE HEAD AND SILL DETAILS FOR MORE INFORMATION. 4. ALL RATED WALLS SHALL BE CONSTRUCTED FIRST AND HAVE CONTINUITY PRIORITY OVER NON-RATED WALLS. SECONDARY, OR NON-RATED WALLS, ARE TO ABUTT, BUT NOT PENETRATE THE RATED WALLS. 5. FIRESTOPPING TO BE PROVIDED AT ALL PENETRATIONS THROUGH RATED WALLS AS SPECIFIED. COORDINATE WITH CODE PLANS. 6. APPROPRIATE SUBMITTAL INFORMATION MUST BE PROVIDED TO SUBSTANTIATE THAT THE MATERIALS AND ASSEMBLY USED BY THE CONTRACTOR HAVE BEEN TESTED BY A RECOGNIZED TESTING AGENCY TO MEET THE FIRE RESISTANCE RATING SCHEDULED ON THESE WALL TYPES. 7. ALL GYPSUM WALL BOARD MUST BE MOISTURE RESISTANT AT THE FOLLOWING LOCATIONS: a. TOILET ROOMS b. WET WALLS c. SHOWERS d. JANITOR'S CLOSETS GENERAL NOTES -WALL TYPES FACING ON SIDES OF STUDS - HEIGHT IS DISTANCE FROM THE FLOOR TO THE STRUCTURE, NOT FLOOR TO CEILING - BRACING AT MIDPIOINT REQUIRED FOR ALL WALLS OVER 12'-0" HIGH STUD SPACING ON CENTER STUD DEPTH 2 1/2" MAX. HT. STUD DEPTH 3 5/8" MAX. HT. STUD DEPTH 6" MAX. HT. 1 LAYER 5/8" GYP BD - 1 SIDE ONLY 1 LAYER 5/8" GYP BD - EACH SIDE 2 LAYER 5/8" GYP BD - EACH SIDE 16 24 16 24 16 24 11'-0" 9'-9" 12'-0" 10'-9" 14'-6" 12'-9" 16'-0" 13'-6" 16'-9" 13'-6" 14'-6" 12'-9" 16'-0" 13'-6" 20'-0" 15'-0" 8. SOUND ATTENUATION BLANKETS SHALL EXTEND THE FULL HEIGHT OF THE WALLS. 9. SPACING OF THE METAL STUDS HAS NOT BEEN INDICATED ON THE WALL TYPES OR DETAILS. STUD SPACING IS TO BE DETERMINED BY THE HEIGHT OF THE PARTITION AS SHOWN IN THE TABLE BELOW. EACH STUD GOING TO STRUCTURE AND EXCEEDING ALLOWABLE HEIGHTS SHALL BE BRACED 45 DEGREES DIAGONALLY 12" ABOVE CEILING WITH EQUAL SIZE METAL STUDS. THIS TABLE IS TO BE USED FOR THE INTERIOR WALL TYPES ONLY AND DOES NOT APPLY TO EXTERIOR STUDS. STUDS IN DOUBLE STUD WALL CONFIGURATIONS ARE TO BE EVENLY STAGGERED RELATIVE TO THE ADJACENT STUD LAYOUT. 11. REFER TO INTERIOR DETAILS FOR ADDITIONAL INFORMATION. 12. UL DESIGN NUMBERS REFER TO FIRE RESISTANCE IN MOST CURRENT EDITION OF THE UL DIRECTORY. 13. IN PARTITIONS WITHOUT GYP BOARD ON BOTH SIDES, SUPPORT INSULATION WITH WIRE MESH TO STRUCTURE . 14. MAINTAIN 1/2" SPACE BETWEEN FLOOR SLAB AND BOTTOM OF GYP BOARD ON ALL WALLS. 15. STOP STUD 1" BELOW METAL RUNNER (TOP TRACK) TO ALLOW FOR VERTICAL EXPANSION; DO NOT ATTACH STUDS OR GYP BOARD TO TOP TRACK. 16. SEE STRUCTURAL DRAWINGS FOR EXTERIOR METAL STUD WALL SPACING, GUAGES, BRACING, AND CONNECTIONS. 17. PROVIDE NEOPRENE FLASHING BETWEEN ALL DISSIMILAR METALS, TYPICAL. 18. EXTERIOR SILL PLATES OR TRACKS TO BE SET IN 3 DISTINCT BEADS OF CONTINUOUS SEALANT. FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: FW4b UL# U336 60 RAL-TL88-350 2 HR FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: EW6h EXTERIOR WALL ASSEMBLIESFIRE RATED WALL ASSEMBLIES FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PW6b 2x WOOD FRAMING @ 16" O.C. 5/8" GYPSUM BOARD GLASS FIBER BATT INSULATION (WHERE OCCURS - SEE ENLARGED PLANS) 5/8" GYPSUM BOARD INTERIOR WALL ASSEMBLIES PW6b - INDICATE A 2x6 STUD PW4b - INDICATE A 2x4 STUD 2x6 WOOD FRAMING @ 16" O.C. GLASS FIBER BATT INSULATION (WHERE OCCURS - SEE ENLARGED PLANS) 5/8" GYPSUM BOARD CEMENT BOARD SIDING (HORIZONTAL) FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: EW6v 2x6 WOOD FRAMING @ 16" O.C. GLASS FIBER BATT INSULATION (WHERE OCCURS - SEE ENLARGED PLANS) 5/8" GYPSUM BOARD CEMENT BOARD SIDING (VERTICAL) AIR & MOISTURE BARRIER AIR & MOISTURE BARRIER FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: EW6p 2x6 WOOD FRAMING @ 16" O.C. GLASS FIBER BATT INSULATION (WHERE OCCURS - SEE ENLARGED PLANS) 5/8" GYPSUM BOARD METAL PANEL AIR & MOISTURE BARRIER FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: EW6b 2x6 WOOD FRAMING @ 16" O.C. GLASS FIBER BATT INSULATION (WHERE OCCURS - SEE ENLARGED PLANS) 5/8" GYPSUM BOARD 1/2" SHEATHING 1/2" SHEATHING 1/2" SHEATHING 1/2" SHEATHING 2x4 WOOD FRAMING @ 16" O.C. 3" BATT INSULATION, MIN. (2) 1" SHAFT LINERS 5/8" 'TYPE X' GYPSUM BOARD 3/4" AIR GAP 3/4" AIR GAP 5/8" 'TYPE X' GYPSUM BOARD R1 ROOF ASSEMBLIES SHEATHING, RE: STRUCTURAL SELF-ADHERED UNDERLAYMENT, GRACE ICE & WATER SHIELD (OR EQ) AT ROOF EDGES AND VALLEYS ROOF STRUCTURE / FRAMING, RE: STRUCTURAL AIR & MOISTURE BARRIER ASPHALT ROOF SHINGLES R2 SHEATHING, RE: STRUCTURAL 2x10 WOOD FRAMING @ 16" O.C. AIR & MOISTURE BARRIER ROOF MEMBRANE HORIZONTAL ASSEMBLIES F1 GRAVEL BASE, RE: STRUCTURAL CONCRETE SLAB ON GRADE (2) 'H' STEEL STUD SPACED @ 24" O.C. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE501 Vertical & Horizontal Assemblies 20.0550 March 29, 2021 Rexburg Rowhouses permit set SEE ROOF PLAN / HORIZONTAL ASSEMBLIES PIPE - COORDINATE W/ ELECTRICAL, PLUMBING AND MECH CONTRACTORS FOR SIZES AND LOCATIONS SS CLAMP AND CUSHION STRIP SINGLE-PLY ROOF MEMBRANE METAL FLASHING METAL HOOD WOOD BLOCKING SCHEDULED ROOF PE N E T R A T I O N ( H O T S T A C K ) WELDED SPLICE RIGID INSULATION ULTRAPLY TPO MEMBRANE ULTRAPLY TPO BONDING ADHESIVE NO TES: REFER TO 'FIRESTONE' FOR BASIS OF DESIGN ULTRAPLY TPO BONDING ADHESIVE (ADHERED SYSTEM ONLY) FASTENER AND HD OR HD PLUS SEAM PLATE @ 12" (305 mm) O.C. MAX.(SEE NOTE #6) ULTRAPLY TPO FLASHING (UNSUPPORTED) OR ULTRAPLY TPO MEMBRANE AS FLASHING ULTRAPLY TPO FLASHING (UNSUPPORTED) STAINLESS STEEL CLAMPING RING CONT. BEAD OF TEMPERATURE OR HIGH GRADE SEALANT METAL HOOD INSULATED METAL SLEEVE CONT. BEAD OF ULTRAPLY TPO GP SEALANT SET BOLT IN SEALANT GASKET SHEET METAL FASTENERS AS REQ'D NOTES: 1. REFER TO MANUFACTURER 2. WOOD NAILER MUST BE INSTALLED W/ SUITABLE FASTENERS TO MEET APPLICABLE BUILDING CODES (200 lbs PER LINEAR FOOT MIN IN ANY GIVEN DIRECTION) 3. ALL SHEET METAL IS TO BE INSTALLED PER SMACNA GUIDELINES 4. GRANULES MUST BE EMBEDDED WHEN THERMALLY FUSING GRANULE SURFACE CAP SHEET 5. FLASHING LAPS MUST BE OFFSET FROM FIELD LAPS BY A MINIMUM OF 12" 2x BLOCKING FASTENERS @ 8" O.C. CURB DETAIL MUST FOLLOW SLOPE OF ROOF SHAPED 2x BLOCKING / CANT STRIP 2x BLOCKING COVERBOARD AS REQ'D SEE HORIZ ASSEMBLIES GALVANIZED CAP FLASHING WITH WELDED CORNERS EQUIPMENT ANCHORAGE PER MFR, SET IN SEALANT 3X4 CONTINUOUS PLATE, SET LEVEL MEMBRANE ROOFING SYSTEM APPLIED CONTINUOUSLY OVER CURB, ALL SIDES 1/2" COVER BOARD, TYP 15/32" MIN. PLYWOOD, TYP MEMBRANE ROOFING SYSTEM OVER RIGID FOAM INSULATION SPRAY FOAM INSULATION, FULL CAVITY CURB ANCHOR W/ SIMPSON SDS 25412 SCREW @ 24" O.C. 2X4 STUDS AT 16" OC, LENGTH VARIES 2X4 PLATE 2x4 BLOCKING AT ROOF FRAMING @ 24" O.C. MAX UNDER EQUIPMENT CURB MECHANICAL FASTENER WITH NEOPRENE GASKET, TYP LU 24 SIMPSON HANGER ROOF TRUSS, SEE STRUCT 10 " M I N REMOVABLE SHEET METAL COUNTER FLASHING RUN MEMBRANE UP AND OVER CURB SINGLE-PLY ROOFING OVER RIGID ROOF INSULATION - RUN MEMBRANE OVER TOP OF CURB ROOF DECK NOTE: RAISE CURBS AS NECESSARY TO MAINTAIN THE 10" MIN CLEARANCE BETWEEN THE ROOF MEMBRANE AND MECHANICAL UNIT EQUIPMENT ROOF VAPOR BARRIER SEALING MATERIAL PER MANUF SHEET METAL FLASHING RECEIVE WOOD BLOCKING EQUIPMENT CURB ANCHORAGE BLOCKING; RE STRUCT SCHEDULED DOOR FIRE RATED DEMISING WALL, RE: VERTICAL ASSEMBLIES, CONTINUE TO EXTERIOR WALL FACE 8" MAX CREW INTO MOLDING AT PERIMETER ANGLE MOLDING BY MANUFACTURER SCHEDULED GYPSUM PANEL DRYWALL MAIN RUNNERS OR CROSS TEE HANGER 12 GA. @ 4'-0" O.C. MAX NOTES: 1. ALL HANGER WIRES TO BE IN LINE WITH ATTACHED COMPONENT OR SHALL BE COUNTER-SLOPED NOT GREATER THAN 1/6. 2. ALL HANGERS WIRES RO BE TAUT AND TIED BOTH ENDS W/ MIN, OD 4 TURNS IN 1" OF RUN. 8" MAX 5/8" GYP BD (PAINTED) - SEE RCP FOR HEIGHT 2X STUD FRAMING @ 16" O.C. 5/8" GYP BD (PAINTED) 2X STUD FRAMING SCHEDULED CEILING, RE: RCP FOR HEIGHT 2X BRACING @ 16" O.C. FIRST LINE OF BRACING 4'-0" OR LESS FROM WALL BOUNDARY RUNNER CHANNEL @ 4'-0" O.C. (TYP) 4'-0" TYP 1 2 '-0 " T Y P AREAS SMALLER THAN 144 SQ. FT. AND WITH WALLS ON FOUR SIDES, EXTENDING TO THE STRUCTURE, DO NOT NEED TO BE BRACED. BOUNDARY WALLS MUST BE BRACED TOP AND BOTTOM INDEPENDENT OF CEILING TO QUALIFY 12'-0" TYP NOTE: METAL FRAMING CHANNEL @ 16" O.C. TYP. LAY-IN ACOUSTICAL CEILING TILE LIGHT FIXTURESPEAKER LAY-IN ACOUSTICAL CEILING TILE SPRINKLER HEAD LAY-IN ACOUSTICAL CEILING TILE EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ NOTES 1. ALL SPLAY WIRES TO BE IN LINE WITH ATTACHED COMPONENT 2. ALL SPLAY WIRES TO BE TAUT AND TIED BOTH ENDS WITH MINIMUM OF THREE TURNS IN 1" OF RUN 3. COMPLY WITH IBC 2012, ASTM C635, ASTM C636 AND CISCA STANDARDS 4. SPLAY WIRES SHALL ATTACH TO STRUCTURAL GIRDER OR JOIST ONLY, DO NOT ATTACH TO ROOF DECK 5. METAL COMPRESSION POST (STRUT) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. COMPRESSION POSTS & SPLAY WIRES TO BE INSTALLED EVERY 12' O.C. BOTH DIRECTIONS STARTING 6' FROM WALL. SEE COMPRESSION POST ALLOWABLE LENGTHS TABLE FOR SIZES. SEE DETAILS FOR TYPICAL BRACING 6. ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. WHEN INTERMEDIATE SYSTEMS ARE USED, ATTACH NO. 12 GAGE HANGERS TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. SHALL HAVE TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. COMPLY WITH IBC 2012 7. ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED 20 LBS, AND SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS. TERMINALS OR SERVICES WEIGHING 20 LBS., BUT NOT MORE THAT 56 LBS., SHALL IN ADDITION HAVE TWO NO. 12 GAGE HANGERS CONNECTED TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. COMPLY WITH IBC 2012 8. ALL GRID SYSTEM IN SEISMIC ZONE D OR GREATER ARE REQUIRED TO BE HEAVY DUTY. REFER REQUIREMENTS TO ASCE 7 REQUIREMENTS 9. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS, COORDINATE WITH SPECIFICATIONS STRUCTURE SPLAY WIRE - SECURE TO STRUCTURE MAIN TEE CROSS TEE VERTICAL HANGER WIRE ADJACENT TO POST SPRING CLIP INSERTS IN HOLE IN POST STRUT ASSEMBLY TOP CLIP MECHANICALLY FASTENED TO DECK PER MANUFACTURERS RECOMMENDATIONS BULB CLIP ATTACHING COMPRESSION POST AND MAIN RUNNER MECHANICALLY FASTENED PER MANUFACTURERS RECOMMENDATIONS A FASTENER OR SPLAY WIRES MAYBE INSERTED INTO THE TAB OF THE POST AND THROUGH A CONVENIENCE HOLE IN THE MAIN TEE BULB COMPRESSION POST - INSTALL WITHIN 2" OF CROSS TEE INTERSECTION 45° OR LESS 45° OR LESS 45° OR LESS 45° OR LESS COMPRESSION POST ALLOWABLE LENGTHS TABLE 13/16" X 13/32" STRUT 19 GA MATERIAL TYP. ALLOWABLE LENGTH 24" 1 5/8" X 13/16" STRUT 12 GA 48" 13/16" X 13/16" STRUT 19 GA 54" 1 5/8" X 1" STRUT 12 GA 60" 3 5/8" X 1 1/4" STRUT 16 GA 82" NOTES 1. THE INFORMATION PROVIDED IS FOR QUICK REFERENCE ONLY. OTHER RESTRICTIONS AND EXEMPTIONS MAY APPLY. 2. WALL MOLDING SHOULD NOT BE USED AS STRUTS. 3. A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER THAT 14'. MATERIAL TYP. ALLOWABLE LENGTH 1 1/4" X 1 1/4" STRUT 14 GA 84" 1 5/8" X 1 3/8" STRUT 12 GA 96" 1 5/8" X 1 5/8" STRUT 12 GA 108" 1 5/8" X 2 7/16" STRUT 12 GA 120" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE511 General Construction Details 20.0550 March 29, 2021 Rexburg Rowhouses permit set 1 1/2" = 1'-0"A6 Typical Thru Penetration 1 : 3A4Penetration w/ Hood Cap 3" = 1'-0"A3 Support Curb 1 1/2" = 1'-0"A1 Equipment Curb Typ 1 1/2" = 1'-0"A2 Equipment Curb 1 1/2" = 1'-0"A5 Demising Wall / Exterior Wall Condition 1 1/2" = 1'-0"B1 Clip Angle at Gyp Bd Ceiling 1 1/2" = 1'-0"B2 Gyp. Different Levels 12" = 1'-0"B3 Seismic Bracing - Gyp Bd Ceiling 1 1/2" = 1'-0"B4 Typical Fixture Placement 1 1/2" = 1'-0"C1 Typical Seismic Bracing DOOR PER SCHEDULE VA R I E S 1/4"2 1/2" 1/4"2 1/2" WALL ASSEMBLY AS SCHEDULED 2 1/2" x 1/2" MDF TRIM (PAINTED) SHIM AS REQUIRED HARDWOOD FRAME TO MATCH DOOR PAINTED GYP BD, RE: FINISH SCHEDULE DOOR PER SCHEDULE VARIES 1/4 " 2 1 / 2 " 1/4 " 2 1 / 2 " WALL ASSEMBLY AS SCHEDULED 2 1/2" x 1/2" MDF TRIM (PAINTED) PREHUNG DOOR FRAME W PAINT FINISH SHIM AS REQUIRED WINDOW PER SCHEDULE (SHOWN FOR CONTEXT) HEADER, RE: STRUCTURAL COMPOSITE DOOR FRAME, SMOOTH, PAINT GRADE DOOR AS SCHEDULED VAPOR & MOISTURE BARRIER FIBER CEMENT SIDING, INSTALL PER MANUF COMPOSITE DOOR FRAME, SMOOTH, PAINT GRADE DOOR AS SCHEDULED SHIM AS REQ'D (BACKER ROD & SEALANT EA SIDE) VAPOR & MOISTURE BARRIER DOOR PER SCHEDULE ALUM. THRESHOLD W/ GASKET SEAL INTERIOR EXTERIOR SEALANT DOOR PER SCHEDULE FLOOR FINISH WINDOW, SEE WINDOW TYPES 5/8" GYP. BD. CONT. SEALANT FLEXIBLE FLASHING CONT. BEAD OF SEALANT, TYP. VAPOR AND MOISTURE BARRIER CONT. BEHIND WINDOW FRAME METAL CORNER BEAD, TYP DRYVIT AQUAFLASH SYSTEM OR EQUAL CONT. EXPANDING FOAM, TYP. PREFINISHED FLASHING EXTEND 1/4" FURTHER THAN FACE OF WALL (TYP) CLOSED CELL BACKER ROD & SEALANT ALUMINUM 'FAUX WOOD' PANEL SYSTEM, INSTALLED PER MANUF WALL AS SCHEDULED WINDOW, SEE WINDOW TYPES 5/8" GYP. BD. CONT. SEALANT FLEXIBLE FLASHING CONT. BEAD OF SEALANT, TYP. VAPOR AND MOISTURE BARRIER CONT. BEHIND WINDOW FRAME METAL CORNER BEAD, TYP DRYVIT AQUAFLASH SYSTEM OR EQUAL CONT. EXPANDING FOAM, TYP. PREFINISHED FLASHING EXTEND 1/4" FURTHER THAN FACE OF WALL (TYP) FIBER CEMENT SIDING, INSTALL PER MANUF SEALANT AIR / MOISTURE BARRIER AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR AIR / MOISTURE BARRIER SURFACE ABOVE 1 SECURE AIR / MOISTURE BARRIER AT HEAD SEALANT JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" OBOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF AIR / MOISTURE BARRIER AT THE HEAD. SEE DIAGRAM. 5 8 1 CUT LINE SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SILL FLASHING 9" 8 1 /2 " JAMB FLASHING FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMB) OF WINDOW. EXTEND SEALANT AT JAMBS 8 1/2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT) SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8" NOM. Ø TO THE BACKSIDE(INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE-PUNCHED HOLES OR SLOTS HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND EACH JAMB FLASHING. FASTEN IN PLACE 7 5 1 8 7 2 5 3 FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE SEALANT BEAD BEHIND MOUNTING FLANGE FLASHING WEATHER RESISTANT BARRIER 8 SECTION A THROUGH WINDOW JAMB IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE AIR / MOISTURE BARRIER TO THE FACE OF THE SHEATING. APPLY SILL FLASHING. APPLY BEAD OF SEALANT AT BACK OF WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 1/2". APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING AIR / MOISTURE BARRIER TO LAY FLAT OVER HEAD FLASHING, APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT -SEE DIAGRAM. A A 1 2 3 4 5 6 7 8 STEPS AIR / MOISTURE BARRIER APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 8 1 /2 " 4 INTERIOR VIEW TOP LEFT CORNER OF WINDOW WINDOW PER SCHEDULE HEADER, RE: STRUCTURAL BACKER ROD & SEALANT EA SIDE PREFINISHED METAL FLASHING FIBER CEMENT SIDING, INSTALL PER MANUF DOOR FRAME, RE: SCHEDULE WINDOW, SEE WINDOW TYPES 5/8" GYP. BD. CONT. SEALANT FLEXIBLE FLASHING CONT. BEAD OF SEALANT, TYP. VAPOR AND MOISTURE BARRIER CONT. BEHIND WINDOW FRAME METAL CORNER BEAD, TYP DRYVIT AQUAFLASH SYSTEM OR EQUAL CONT. EXPANDING FOAM, TYP. PREFINISHED FLASHING EXTEND 1/4" FURTHER THAN FACE OF WALL (TYP) FIBER CEMENT SIDING, INSTALL PER MANUF 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE541 Door & Window Details 20.0550 March 29, 2021 Rexburg Rowhouses permit set3" = 1'-0"A2 Wood Frame/Door Jamb at Interior 3" = 1'-0"A3 Wood Frame/Door Head at Interior 3" = 1'-0"A5 Exterior Door Head at Fiber Cement Siding 3" = 1'-0"A6 Exterior Door Jamb at Fiber Cement Siding 3" = 1'-0"A4 Exterior Door Threshold 3" = 1'-0"A1 Interior Door Sill 3" = 1'-0"B4 Fiberglass Window Sill @ PVC Wood Siding 3" = 1'-0"B2 Window Jamb at Fiber Cement Siding 1 1/2" = 1'-0"C4 Window Installation Detail 3" = 1'-0"B1 Window Sill at Exterior Door Head 3" = 1'-0"B3 Window Head at Fiber Cement Siding EXTERIOR DOOR: INSULATED SOLID CORE FIBERGLASS A B A4 AE541 A5 AE541 A6 AE541 COMPOSITE SMOOTH (PAINT GRADE) A 2" SE E S C H E D U L E 2"SEE SCHEDUL E2" WOOD FRAME (PAINT GRADE) B 2" SE E S C H E D U L E 2" SEE SCHEDUL E 2" UNIT DOOR: PRE-HUNG SOLID CORE WOOD W/ WOOD JMB (PAINT GRADE) B A1 AE541 A2 AE541 A3 AE541 UNIT DOOR: PRE-HUNG SOLID CORE WOOD W/ WOOD JMB (PAINT GRADE) C A3 AE541 A2 AE541 A1 AE541 DOOR SCHEDULE -UNITS Number WD HGT THK Type Material Finish Type Material Finish Head Jamb Sill Fire Rating Hardware Set Comments U01 3' - 0" 6' - 8" 1 3/4"B Wood Paint B Wood Paint 00/AE602 00/AE602 00/AE602 N / A - U02 4' - 0" 6' - 8" 1 3/4"C Wood Paint B Wood Paint 00/AE602 00/AE602 00/AE602 N / A - C B U03 3' - 0" 6' - 8" 1 3/4" Wood Paint B Wood Paint 00/AE602 00/AE602 00/AE602 N / A - U04 2' - 6" 6' - 8" 1 3/4" Wood Paint B Wood Paint 00/AE602 00/AE602 00/AE602 N / A - Double 2' - 0" Doors Double 1' - 6" Doors SINGLE-HUNG VINYL EXTERIOR: BLACK INTERIOR: WHITE A 6' - 6 " 2' - 1 0 " 3' - 6" 9' - 4 " B4 AE541 B3 AE541 B2 AE541 FIXED VINYL EXTERIOR: BLACK INTERIOR: WHITE B 1' - 1 0 " 7' - 6 " 3' - 4" 9' - 4 " B1 AE541 B3 AE541 B2 AE541 GENERAL NOTES -WINDOWS 1. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS BEFORE BIDDING, ORDERING AND INSTALLING 2. WINDOWS MUST BE ENERGY EFFICIENT 3. DOORS SHOWN FOR CONTEXT. SEE DOOR SCHEDULE FOR DOOR TYPE, SIZE, ETC. 4. WINDOW DIMENSIONS ARE NOMINAL, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CREAT ROUGH OPENING SIZES ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE601 Door Schedule & Window Types 20.0550 March 29, 2021 Rexburg Rowhouses permit set DOOR SCHEDULE Number Door Dimensions Door Frame Details Fire Rating Hardware Set CommentsWD HGT THK Type Material Finish Type Material Finish Head Jamb Sill 101 3' - 0" 7' - 0" 1 3/4" 102 3' - 0" 7' - 0" 1 3/4" 102 3' - 0" 7' - 0" 1 3/4" 103 3' - 0" 7' - 0" 1 3/4" 104 3' - 0" 7' - 0" 1 3/4" 105 3' - 0" 7' - 0" 1 3/4" 106 3' - 0" 7' - 0" 1 3/4" 107 3' - 0" 7' - 0" 1 3/4" 108 3' - 0" 7' - 0" 1 3/4" 109 3' - 0" 7' - 0" 1 3/4" 110 3' - 0" 7' - 0" 1 3/4" 111 3' - 0" 7' - 0" 1 3/4" 112 3' - 0" 7' - 0" 1 3/4" 113 3' - 0" 7' - 0" 1 3/4" 114 3' - 0" 7' - 0" 1 3/4" 115 3' - 0" 7' - 0" 1 3/4" 116 3' - 0" 7' - 0" 1 3/4" 117 3' - 0" 7' - 0" 1 3/4" 118 3' - 0" 7' - 0" 1 3/4" 119 3' - 0" 7' - 0" 1 3/4" 120 3' - 0" 7' - 0" 1 3/4" 121 3' - 0" 7' - 0" 1 3/4" 122 3' - 0" 7' - 0" 1 3/4" 123 3' - 0" 7' - 0" 1 3/4" 124 3' - 0" 7' - 0" 1 3/4" 125 3' - 0" 7' - 0" 1 3/4" 128 3' - 0" 7' - 0" 1 3/4" 129 3' - 0" 7' - 0" 1 3/4" 199 1' - 6" 6' - 8" 1 3/4" GENERAL NOTES - DOORS 1 DOOR DIMENSIONS ARE NOMINAL, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CREATE ROUGH OPENING SIZES ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2 ALL INTERIOR DOORS/FRAMES TO BE PAINTED TO MATCH ADJACENT WALLS. COLOR TO BE SELECTED BY OWNER/ARCHITECT 3 WOOD DOOR GRAIN DIRECTION TO MATCH ANY ADJACENT WOOD DOOR GRAIN DIRECTION 1/4" = 1'-0"E4 Door Types 1/4" = 1'-0"E5 Frame Types 1/4" = 1'-0"D4 Window Types COUNTERTOP RE: FINISH SCHEDULE SINK RE: PLUMBING PLUMBING FIXTURE RE: PLUMBING CABINET FRONT REMOVABLE CABINET FRONT UNDER-SINK MILLWORK APRON COUNTERTOP RE: FINISH SCHEDULE SINK RE: PLUMBING PLUMBING FIXTURE RE: PLUMBING CABINET FRONT MOVABLE AND RETRACTABLE CABINET DOORS CABINET DOOR TRACK BASIS OF DESIGN ACCURIDE 1319 INSTRUCTIONS: 1. SWING DOORS, OPEN 90 DEG 2. SLIDE BACK INTO THE BASE CABINET,OUT OF THE WAY DOOR HARDWARE, RE: FINISH SCHEDULE ALTERNATE TY P E B U N I T M I L L W O R K H E I G H T = 3 ' - 0 " AC C E S S I B L E M I L L W O R K H E I G H T = 2 ' - 1 0 " WALL AS SCHEDULED; RE: PLAN. BACKSPLASH: 2CM QUARTZ WHERE OCCURS, RE: ELEVATION. SCRIBE COUNTERTOP TO WALL TIGHTLY, SEAL SEAM WITH CLEAR SILICONE WHERE THERE IS NO BACKSPLASH. COUNTERTOP: 2CM QUARTZ; W/ 1/2" MDF SUBSTRATE. 1 1/2" THICK BUILT UP, MITER CORNERS. ADJUSTABLE SHELF CABINET CONSTRUCTION: 3/4" MDF CORE, FACED W/ WHITE MELAMINE. TYP, BASE CABINET DOORS / DRAWER & FILLER: 3/4" MDF CORE, THERMALLY FUSED LAMINATE, RE: INTERIOR ELEVATION FINISHED FLOOR BASE AS SCHEDULED; RE: INTERIOR ELEVATIONS CABINET PULL: REFER TO ACCESSORY SCHEDULE - MOUNTED VERTICALLY ON DOORS, HORIZONTALLY ON DRAWERS. TYPE B UNIT MILLWORK DEPTH = 25" MAX ACCESSIBLE MILLWORK DEPTH = 24" MAX 1" 1/ 4 " 5 1 / 2 " 1/ 4 " 1 1 / 2 " 3" 4" TY P E B U N I T M I L L W O R K H E I G H T = 3 ' - 0 " AC C E S S I B L E M I L L W O R K H E I G H T = 2 ' - 1 0 " TYPE B UNIT MILLWORK DEPTH = 25" MAX ACCESSIBLE MILLWORK DEPTH = 24" MAX 4" EQ 1/ 4 " EQ 1/ 4 " EQ 1/ 4 " 5 1 / 2 " 1/ 4 " 1 1 / 2 " SEE FLOOR PLAN FOR WALL TYPES CABINET INTERIOR: 3/4" MDF CORE FACED W/ WHITE MELAMINE FINISHED FLOOR BASE AS SCHEDULED; RE: ELEVATION. CABINET PULL: REFER TO ACCESSORY SCHEDULE - MOUNTED HORIZONTALLY @ DRAWERS. BACKSPLASH: 2CM QUARTZ WHERE OCCURS, RE: ELEVATION. SCRIBE COUNTERTOP TO WALL TIGHTLY, SEAL SEAM WITH CLEAR SILICONE WHERE THERE IS NO BACKSPLASH. COUNTERTOP: 2CM QUARTZ; W/ 1/2" MDF SUBSTRATE. 1 1/2" THICK BUILT UP, MITER CORNERS. TYP, BASE CABINET DRAWERS / FILLER: 3/4" MDF CORE, THERMALLY FUSED LAMINATE, RE: INTERIOR ELEVATION. 3" TY P E B U N I T M I L L W O R K H E I G H T = 3 ' - 0 " AC C E S S I B L E M I L L W O R K H E I G H T = 2 ' - 1 0 " WALL AS SCHEDULED; RE: PLAN. BACKSPLASH: 2CM QUARTZ WHERE OCCURS, RE: ELEVATION. SCRIBE COUNTERTOP TO WALL TIGHTLY, SEAL SEAM WITH CLEAR SILICONE WHERE THERE IS NO BACKSPLASH. COUNTERTOP: 2CM QUARTZ; W/ 1/2" MDF SUBSTRATE. 1 1/2" THICK BUILT UP, MITER CORNERS. ADJUSTABLE SHELF CABINET CONSTRUCTION: 3/4" MDF CORE, FACED W/ WHITE MELAMINE. BASE CABINET DOORS / FILLER: 3/4" MDF CORE, THERMALLY FUSED LAMINATE, RE: INTERIOR ELEVATION FOR TYPE FINISHED FLOOR BASE AS SCHEDULED; RE: INTERIOR ELEVATIONS CABINET PULL: REFER TO ACCESSORY SCHEDULE - MOUNTED VERTICALLY ON DOORS. TYPE B UNIT MILLWORK DEPTH = 25" MAX ACCESSIBLE MILLWORK DEPTH = 24" MAX 1/ 4 " 1 1 / 2 " 4" AC C E S S I B L E M I L L W O R K H E I G H T = 2 ' - 1 0 " SCHEDULED WALL, RE: PLAN FOR TYPE. ANTI-TIP SUPPORT BLOCKING FRONT CABINET FILLER: 3/4" PLYWOOD SUBSTRATE, PLASTIC LAMINATE FINISH TO MATCH ADJ. MILLWORK. RE: INTERIOR ELEVATION. FINISHED FLOOR; RE: FINISH FLOOOR PLANS. BASE AS SCHEDULED; RE: INT. ELEVATION FILLER SUPPORT AS NEEDED DROP IN OVEN; RE: APPLIANCE SCHEDULE DROP IN OVEN; RE: APPLIANCE SCHEDULE SCHEDULED WALL, SEE FLOOR PLAN FOR WALL TYPES SECTION VEW PLAN VEW QUARTZ COUNTERTOP TO CONTINUE BEHIND OVEN. RE: INTERIOR ELEVATION FOR TYPE. QUARTZ COUNTERTOP TO CONTINUE BEHIND OVEN. SHELF BRACKET: BASIS OF DESIGN - STANLEY HOME DESIGNS (BRACKET 820225) PROVIDE BLOCKING AS REQUIRED (BEHIND) 3/4" MDF SHELF - PAINTED TO MATCH ADJACENT SURFACE. 3/4" MDF SHELF - PAINTED TO MATCH ADJACENT SURFACE 3/4" SHELF SUPPORT: MDF WOOD STRIP - PAINTED TO MATCH ADJACENT SURFACE. 3/4" CHAMFER 1/4" BULLNOSE 3/4" MDF SHELF - PAINTED TO MATCH ADJACENT SURFACE PROVIDE BLOCKING AS REQUIRED F U L L Y A C C E S S I B L E 4 8 " M A X S T A N D A R D H T (N O N A D A ) 7 2 " CLEAR FLOOR SPACE AS REQUIRED SHELF BRACKET: BASIS OF DESIGN - STANLEY HOME DESIGNS (BRACKET 820225) PROVIDE BLOCKING AS REQUIRED WALL BRACKET AT EACH END - TYP REFER TO PLANS FOR WALL TYPE PROVIDE BLOCKING AS REQ'D CABINET CONSTRUCTION: 3/4" CORE MDF, INTERIOR FACED W/ WHITE MELAMINE. CABINET DOOR: 3/4" MDF CORE, FINISHED WITH THERMALLY FUSED LAMINATE, SEE INTERIOR ELEVATIONS FOR TYPE. USE CORRESPONDING EDGE BANDING. W / E Q U I P . V E R I F Y RE: ELEVATIONS CABINET PULL RE: ACCESORY SCHEDULE. WALL MOUNTED MICROWAVE OR HOOD, RE: PLANS AND ELEVS. OWNER PROVIDED, CONTRACTOR INSTALLED - VERIFY DIMENSIONS OF MICROWAVE TO ENSURE PROPER FIT WITH OVERHEAD CABINET PROVIDE JUNCTION BOX AT BACK OF CABINET FOR MICROWAVE OR HOOD POWER - PROVIDE ACCESS TO POWER FROM APPLIANCE THROUGH BOTTOM OF CABINET GYP. WRAPPED VENTING - PAINTED; RE: INTERIOR ELEVATION. O V E R L A P 1 /4 " CENTERLINE OF DOOR STILE CABINET PULL HARDWARE CABINET DOOR UPPER CABINET DOOR BASE CABINET DOORS DRAWER DRAWER FRONT DRAWER PULL HARDWARE TOP OF DOOR STILE (1 1/2" IF FLAT PANEL) CENTERLINE OF DOOR STILE CABINET PULL HARDWARE CABINET DOOR TOP OF DOOR STILE (1 1/2" IF FLAT PANEL) CL CL CL CL 3/4" MDF SHELF - PAINTED TO MATCH ADJ. SURFACE; RE: ELEVATIONS 1x SUPPORT AT PERIMETER PLAM BULLNOSE EDGE MAX. 15" 30" x 48" MIN CLEAR FLOOR SPACE, AS REQUIRED PROVIDE BLOCKING AS REQUIRED 1' - 4 " 1 ' - 4 " 1 ' - 4 " 1 ' - 6 " 1 ' - 6 " 1 ' - 6 " 4' - 0 " 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 3/29/2021 AE901 Accessible Cabinets & Casework Details 20.0550 March 29, 2021 Rexburg Rowhouses permit set 3/4" = 1'-0"A2 Removable Sink Cabinet Doors 1 1/2" = 1'-0"A5 Base Cabinet w/ Door & Drawer 1 1/2" = 1'-0"B2 Base Cabinet w/ Drawers 1 1/2" = 1'-0"B3 Base Cabinet 1 1/2" = 1'-0"B4 Drop-In Oven at Type A Unit 3/4" = 1'-0"C4 Accessible & Unit B Closet Elevation / Section 1 1/2" = 1'-0"A1 Upper Cabinet / Appliance Below 3/4" = 1'-0"C3 Millwork Hardware Locations 3/4" = 1'-0"C2 Accessible Unit Linen Shelves 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 s h e e t : t i t l e : r e v i s i o n s : p r o j e c t # : d a t e : U N L E S S A P R O F E S S I O N A L S E A L W I T H S I G N A T U R E A N D D A T E I S A F F I X E D , T H I S D O C U M E N T I S P R E L I M I N A R Y A N D I S N O T I N T E N D E D F O R C O N S T R U C T I O N , R E C O R D I N G P U R P O S E S , O R I M P L E M E N T A T I O N T H E D E S I G N S S H O W N A N D D E S C R I B E D H E R E I N I N C L U D I N G A L L T E C H N I C A L D R A W I N G S , G R A P H I C R E P R E S E N T A T I O N S & M O D E L S T H E R E O F , A R E P R O P R I E T A R Y & C A N N O T B E C O P I E D , D U P L I C A T E D , O R C O M M E R C I A L L Y E X P L O I T E D I N W H O L E O R I N P A R T W I T H O U T T H E S O L E A N D E X P R E S S W R I T T E N P E R M I S S I O N F R O M M E T H O D S T U D I O I N C . p r o j e c t : EDCBA E D C B A 12 3 4 5 6 12 3 4 5 6 M A R C H 2 9 , 2 0 2 1 R E X B U R G R O W H O U S E S E n g i n e e r e d S y s t e m s A s s o c i a t e s 2 0 . 0 5 5 0 p e r m i t s e t M a r 2 9 , 2 0 2 1 C - D - A - T H E C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N N E C T I O N S O N T H E J O B S I T E . A L L W O R K S H A L L B E E X E C U T E D F R O M M E A S U R E M E N T S T A K E N A T T H E S I T E . T H E M E C H A N I C A L C O N T R A C T O R S H A L L B E R E S P O N S I B L E T O I N S U R E P R O P E R C O D E C L E A R A N C E S F O R E L E C T R I C A L A N D M E C H A N I C A L A C C E S S W H E N I N S T A L L I N G A N Y E Q U I P M E N T S U P P L I E D B Y T H E M E C H A N I C A L C O N T R A C T O R . I T I S C R I T I C A L T H A T T H I S C O N T R A C T O R C O O R D I N A T E E Q U I P M E N T L O C A T I O N S W I T H P I P I N G , D U C T W O R K , E L E C T R I C A L C O N D U I T A N D B U I L D I N G S T R U C T U R E T O I N S U R E C O D E C O M P L I A N C E . C E I L I N G D I F F U S E R S A R E S H O W N I N A P P R O X I M A T E L O C A T I O N S . R E F E R T O L I G H T I N G P L A N S A N D R E F L E C T E D C E I L I N G P L A N F O R E X A C T L O C A T I O N S . D U C T D I M E N S I O N S C A L L E D O U T O N D R A W I N G S A R E I N S I D E F R E E A R E A D I M E N S I O N S . A C O U S T I C A L D U C T L I N E R A R E T O B E A D D E D T O O V E R A L L M E A S U R E M E N T S . E - B - 1 S E E T Y P I C A L L A R G E S C A L E P L A N S O N T H I S S H E E T . S E E D R Y E R D U C T C O N N E C T I O N D E T A I L & G O O S E N E C K R O O F T E R M I N A T I O N O N S H E E T M 2 0 1 . D R Y E R D U C T T O B E U N D E R 3 5 ' L E N G T H . I N S T A L L C O V E H E A T E R A S H I G H A S P O S S I B L E . S E E M A N U F A C T U R E I N S T R U C T I O N S F O R R E Q U I R E D I N S T A L L & C L E A R A N C E S . H P 1 S Y M . C O O L I N G M C A C H A R K W E E R R E M A R K S C F M H E A T I N G B T U B T U A A U N I T T O B E C O M P L E T E W I T H W A L L S L E E V E , C O N D E N S A T E D R A I N K I T P I P E D T H R U W A L L A N D W A L L M O U N T E D R E M O T E T H E R M O S T A T . A R C H I T E C T U R A L E X T E R I O R W A L L L O U V E R T O B E S U P P L I E D W I T H U N I T . M O P 2 8 . 3 2 0 8 - 1 Ø 4 . 6 1 1 . 2 4 2 0 1 5 , 7 0 0 1 4 , 9 0 0 L G M O D E L L P 1 5 3 H D U C W I T H 4 . 6 K W E L E C T R I C C O I L . W I T H 3 0 A C O R D 3 0 E L E C T R O N I C T H E R M O S T A T E Q U I P M E N T S Y M B O L F C 1 T I N S U L A T E D F L E X I B L E D U C T C E I L I N G D I F F U S E R R O U N D B R A N C H D U C T W I T H H A N D D A M P E R H A N D D A M P E R H D D E S C R I P T I O N S Y M B O L R O O F M O U N T E D U P B L A S T E X H A U S T G R I L L E R E T U R N A I R O R E X H A U S T F A N 11A A 223344B B 556677 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 1 2 2 2 2 2 3 2 3 2 4 2 4 2 5 2 5 2 6 2 6 A101A102A103A104A105A106A107 A 1 0 8 A 1 0 9 A 1 1 0 A 1 1 1 A 1 1 2 A 1 1 3 A 1 1 4 A 1 1 5 A 1 1 6 A 1 1 7 A 1 1 8 A 1 1 9 A 1 2 0 A 1 2 1 A 1 2 2 A 1 2 3 A 1 2 4 A 1 2 5 ELECA126 MECHA127 E H 2 W A L L M O U N T E D 6 8 2 4 2 2 0 8 / 6 0 / 1 I N T E G R A L T - S T A T Q M A R K T Y P E C R A 2 0 2 4 - T 2 C O M P L E T E W I T H C R A S M S U R F A C E M O U N T I N G F R A M E . S C A L E : 1 / 4 " = 1 ' - 0 " S C A L E : 1 / 4 " = 1 ' - 0 " H P 1 H P 1 S C A L E : 3 / 3 2 " = 1 ' - 0 " S Y M B O L D E S C R I P T I O N C E I L I N G M O U N T E D E X H A U S T F A N - T W I N C I T Y T 0 8 0 ( 8 0 C F M ) M E T A L D U C T C O L L A R W / B A C K - D R A F T D A M P E R A N D E X T E R I O R R O O F C A P . 1 E F 1 E F R E M A R K S F I R E D A M P E R F I N I S H C O N S T R . D A M P E R B A L A N C I N G C F M R A N G E S I Z E T H R O W P A T T E R N T Y P E S Y M . R C - 1 R O O F C A P N A N A N A A L U M . 8 0 3 " Ø A L U M . T W I N C I T Y M O D E L 6 3 6 P W / I N S E C T S C R E E N & B A C K D R A F T D A M P E R R C - 1 1 E F R C - 1 11 EH2 O U T D O O R G R I L L E C A U L K S T E E L L I N T E L W A L L R E C E P T A C L E A N D C O N D U I T B Y E L E C T R I C A L C A U L K A R O U N D P E R I M I T E R O F W A L L C A S E O N A L L F O U R S I D E S W H E R E I T J O I N S T H E B U I L D I N G ( I N T E R I O R A N D E X T E R I O R ) S L A B M A I N T A I N 1 5 " M I N I M U M C L E A R A N C E I N F R O N T O F U N I T S . 3 " M I N . 5 " M A X . E X T E R I O R W A L L R O O M C A B I N E T M O U N T I N G S C R E W S B Y I N S T A L L E R N O S C A L E NO SCALE AFLOORCEILING4" HOSE CLAMPDRYER 4" FLEXIBLEDRYER VENT HOSE DRYER VENT HOSEA 4" FLEXIBLE DUCT UP IN WALL4" HOSE CLAMP 4"Ø (OR 10Ø) RISE 4"Ø DUCTUP IN WALLNOTE:1-2-NO PROJECTIONS SUCH AS SCREWS OFSHEET METAL CORNERS IN DUCTWORK OR ATELBOWS ARE ALLOWED.MAXIMUM DUCT LENGTH IS 25'-0" INCLUDING5'-0" REDUCTION FOR EACH 90Ø ELBOW.PROVIDE 4"Ø HOSECONNECTION AT 4" AFF.EXTEND THRU WALL 2"MINIMUM FOR DRYERCONNECITON.PROVIDE MODEL DB425 "DRYERBOX" IN WALLWITH 4"Ø DUCT THRU ROOF. CONNECT 4"ØFLEXIBLE DRYER VENT TO EXHAUST DUCT4" HOSE CLAMP R O O F S H I N G L E S A N D S E A L W A T E R T I G H T F L A S H I N T O S H I N G L E S R O O F C A P ( S L O P E D R O O F ) E X H A U S T D U C T ( S E E P L A N F O R S I Z E ) D A M P E R B A C K - D R A F T C E I L I N G G R I L L E C E I L I N G E X H A U S T F A N F A N A S S E M B L Y C A B I N E T I N S U L A T E D N O S C A L E 2 2 2 M 1 0 1 M e c h a n i c a l F l o o r P l a n S Y M . T Y P E B T U K W C H A R C O N T R O L R E M A R K S E H 1 H I G H W A L L M O U N T E D 2 5 6 0 . 7 5 0 1 2 0 / 6 0 / 1 I N T E G R A L T - S T A T Q M A R K C O V E H E A T E R R C C S E R I E S M O D E L R C C 1 0 5 0 8 C E H 1 3 3 E H 1 3 2 2 R O O F N O S C A L E S O F F I T G R I L L E F I R E R A T E D C E I L I N G T O D R Y E R N O R T H N O R T H N O R T H TO EXHAUST ELECTRICMETERS W / D W / D S C A L E : 3 / 3 2 " = 1 ' - 0 " 11A A 223344B B 556677 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 1 2 2 2 2 2 3 2 3 2 4 2 4 2 5 2 5 2 6 2 6 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 s h e e t : t i t l e : r e v i s i o n s : p r o j e c t # : d a t e : U N L E S S A P R O F E S S I O N A L S E A L W I T H S I G N A T U R E A N D D A T E I S A F F I X E D , T H I S D O C U M E N T I S P R E L I M I N A R Y A N D I S N O T I N T E N D E D F O R C O N S T R U C T I O N , R E C O R D I N G P U R P O S E S , O R I M P L E M E N T A T I O N T H E D E S I G N S S H O W N A N D D E S C R I B E D H E R E I N I N C L U D I N G A L L T E C H N I C A L D R A W I N G S , G R A P H I C R E P R E S E N T A T I O N S & M O D E L S T H E R E O F , A R E P R O P R I E T A R Y & C A N N O T B E C O P I E D , D U P L I C A T E D , O R C O M M E R C I A L L Y E X P L O I T E D I N W H O L E O R I N P A R T W I T H O U T T H E S O L E A N D E X P R E S S W R I T T E N P E R M I S S I O N F R O M M E T H O D S T U D I O I N C . p r o j e c t : EDCBA E D C B A 12 3 4 5 6 12 3 4 5 6 M A R C H 2 9 , 2 0 2 1 R E X B U R G R O W H O U S E S E n g i n e e r e d S y s t e m s A s s o c i a t e s 2 0 . 0 5 5 0 p e r m i t s e t M a r 2 9 , 2 0 2 1 SCALE: 1/4" = 1'-0"PRV1-1/2" WATERA101A102A103A104A105A106A107 A 1 0 8 A 1 0 9 A 1 1 0 A 1 1 1 A 1 1 2 A 1 1 3 A 1 1 4 A 1 1 5 A 1 1 6 A 1 1 7 A 1 1 8 A 1 1 9 A 1 2 0 A 1 2 1 A 1 2 2 A 1 2 3 A 1 2 4 A 1 2 5 ELECA126 MECHA127 B A L L T Y P E I S O L A T I O N V A L V E P I P E R I S E P I P E D R O P S Y M B O L C O W C O C O T G V T R V V E N T V E N T T H R U R O O F C L E A N O U T W A L L C L E A N O U T C L E A N O U T T O G R A D E D E S C R I P T I O N S O I L O R W A S T E P I P I N G V E N T L I N E P I P I N G G A S P I P I N G G D O M E S T I C H O T W A T E R P I P I N G D O M E S T I C C O L D W A T E R P I P I N G C O N D E N S A T E D R A I N P I P I N G C D F F I R E S P R I N K L E R L I N E C - D - A - T H E C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N N E C T I O N S O N T H E J O B S I T E . A L L W O R K S H A L L B E E X E C U T E D F R O M M E A S U R E M E N T S T A K E N A T T H E S I T E . T H E M E C H A N I C A L C O N T R A C T O R S H A L L B E R E S P O N S I B L E T O I N S U R E P R O P E R C O D E C L E A R A N C E S F O R E L E C T R I C A L A N D M E C H A N I C A L A C C E S S W H E N I N S T A L L I N G A N Y E Q U I P M E N T S U P P L I E D B Y T H E M E C H A N I C A L C O N T R A C T O R . I T I S C R I T I C A L T H A T T H I S C O N T R A C T O R C O O R D I N A T E E Q U I P M E N T L O C A T I O N S W I T H P I P I N G , D U C T W O R K , E L E C T R I C A L C O N D U I T A N D B U I L D I N G S T R U C T U R E T O I N S U R E C O D E C O M P L I A N C E . C E I L I N G D I F F U S E R S A R E S H O W N I N A P P R O X I M A T E L O C A T I O N S . R E F E R T O L I G H T I N G P L A N S A N D R E F L E C T E D C E I L I N G P L A N F O R E X A C T L O C A T I O N S . D U C T D I M E N S I O N S C A L L E D O U T O N D R A W I N G S A R E I N S I D E F R E E A R E A D I M E N S I O N S . A C O U S T I C A L D U C T L I N E R A R E T O B E A D D E D T O O V E R A L L M E A S U R E M E N T S . E - B - 3 1 2 4 5 R U N N E W 2 " W A T E R L I N E U N D E R S L A B . W A T E R L I N E S U N D E R S L A B T O B E C O N T I N U O U S W I T H N O E L B O W S O R J O I N T S . S E E D E T A I L O N S H E E T P 1 0 2 F O R P R V D E T A I L . W A T E R L I N E F O R I R R I G A T I O N . S E E C I V I L P L A N S F O R C O N T I N U A T I O N . S E E T Y P I C A L L A R G E S C A L E P L A N S O N T H I S S H E E T . B R A N C H 3 / 4 " C W L I N E F R O M M A I N A N D R I S E I N T H I S L O C A T I O N . S E E T Y P I C A L L A R G E S C A L E P L A N S O N T H I S S H E E T F O R C O N T I N U A T I O N . I N S T A L L I S O L A T I O N B A L L V A L V E 1 ' A . F . F . S E E S E C T I O N V I E W O N T H I S S H E E T . I N S T A L L 2 " V E N T I N T H I S A P P R O X I M A T E L O C A T I O N & A S H I G H T O P E A K R O O F A S P O S S I B L E . V E N T T O N O T B E V I S I B L E F R O M F R O N T O F B U I L D I N G . D O N O T P E N E T R A T E W A L L B E T W E E N A P A R T M E N T S W I T H A N Y W A S T E , W A T E R , O R V E N T . O W N E R F U R N I S H E D D I S H W A S H E R . C O N N E C T W A T E R A N D D R A I N T O A D J A C E N T S I N K . S E E T H I S S H E E T F O R W A T E R L I N E S I Z E S . S E E T H I S S H E E T F O R C O N T I N U A T I O N . A L L W A S T E L I N E S U N D E R S L A B M U S T B E 2 " O R G R E A T E R . 3 / 4 " 1 " 1 - 1 / 4 " 1-1 / 2 " 1 - 1 / 2 " 1 - 1 / 2 " 1 - 1 / 2 " 1 - 1 / 2 " 2"23 1 1 1 1 1 1144 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55555555 5 T-1 WH-1WB-1 K S - 1 W B - 1 WC-1 L - 1 L - 2 W C - 2 T - 2 FD-1 P 1 0 1 P l u m b i n g F l o o r P l a n 6 7 6 2 " V T R 6 2 " V T R 7 7 7 7 7 7 7 6" COTG 6" WASTE 8 8 8 D W D W N O R T H N O R T H 93' 6" INVERTELEVATION S C A L E : 1 / 4 " = 1 ' - 0 " S L A B S L E E V E F L O O R P E N E T R A T I O N S A R O U N D W A T E R S U P P L Y L I N E S 2 " C W L I N E O U T F O R S P R I N K L E R S Y S T E M 2 " W A T E R S U P P L Y T O U N I T S B A L L V A L V E ( T Y P ) 1 ' S O F T C O P P E R A N D C O N T I N U O U S . N O E L B O W S O R J O I N T S U N D E R S L A B C E I L I N G E S C U T C H E O N 9 9 3 / 4 " 9 3 / 4 " D R A I N W I T H H O S E T H R E A D F I T T I N G 3 / 4 " D R A I N W I T H H O S E T H R E A D F I T T I N G 6 " C O T G 9 3 ' 6 " I N V E R T E L E V A T I O N 2"SCALE: 1/4" = 1'-0"NORTH 1 0 10 4"2"2"2"2"2" 1 1 5 5 8 DW 3/4"3/4"1/2"1/2"3/4"3/4"KS-1 L-1 WC-1T-1 WH-1 FD-177 W H - 1 WB-1 S C A L E : 1 / 4 " = 1 ' - 0 " N O R T H S C A L E : 1 / 4 " = 1 ' - 0 " N O R T H 7 7 7 7 101010101010 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 2" VTR FD-1 K S - 2 K S - 2 6 " 3 " 3 " F D - 1 W H - 1 L - 2 W C - 2 T - 2 3 / 4 " 1 / 2 " W B - 1 8 D W W H - 1 2 " 2 " 5 2 " ELECTRICMETERSW/DW/D W / D W / D T R A P 1 - 1 / 4 " L A V A T O R Y W A T E R C L O S E T L - 1 S Y M . W C - 1 D E S C R I P T I O N 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " P I P E S I Z E 2 " V E N T W A S T E I N T . 3 " C . W . 1 / 2 " H . W . - C O U N T E R M O U N T E D F L U S H T A N K ( R E S I D E N T I A L ) W I T H E L O N G A T E D B O W L R E M A R K S W A T E R H E A T E R W H - 1 - - - 3 / 4 " 3 / 4 " 4 0 G A L L O N A . O . S M I T H S I G N A T U R E W A T E R H E A T E R W I T H Q T Y ( 2 ) 4 5 0 0 W A T T E L E C T R I C A L H E A T I N G E L E M E N T , T & P V A L V E & E X P . T A N K . 2 0 8 / 6 0 / 1 . 1 - 1 / 2 " T U B / S H O W E R T - 1 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " 1 - 1 / 2 " K I T C H E N S I N K K S - 1 1 / 2 " 1 / 2 " S . S . C O U N T E R T O P S I N G L E C O M P A R T M E N T W I T H D I S H W A S H E R C O N N E C T I O N W A S H E R B O X W B - 1 2 " 2 " 2 " 1 / 2 " 1 / 2 " P O L Y W A S H E R B O X W I T H 1 / 2 " H W A N D C W S T O P V A L V E S 2 " S T A N D P I P E W I T H P - T R A P ( S E E D E T A I L T H I S S H E E T ) F L O O R D R A I N F D - 1 2 " 2 " - - 2 " 2 " - W A T E R H E A T E R P I P I N G D E T A I L N O S C A L E R 3 / 4 " W A T E R H E A T E R A N C H O R C O L D W A T E R L I N E H O T W A T E R L I N E D I E L E C T R I C U N I O N ( T Y P ) H E A T T R A P F I T T I N G T H E R M O M E T E R D R A I N V A L V E W / T H R E A D E D H O S E C O N N E C T I O N P I P E F U L L S I Z E T O F L O O R D R A I N T & P R E L I E F V A L V E S I Z E D T O M A T C H W A T E R H E A T E R A M T R O L S T - 5 E X P A N S I O N T A N K E L E C T R I C W A T E R H E A T E R 5 " Ø S T R A I N E R CLEAN OUT DETAILS FLOOR CLEANOUT (FCO)NO SCALE CLEANOUT TO GRADE (COTG)WASTE LINE FLOOR LINEFINISH GRADE1'-0"WALL CLEANOUT (WCO)1/8 BEND FLOOR LINE WALL BRASS CLEANOUT PLUGWITH COUNTER SUNK HEAD16" SQUARE CONC PADTROWEL SMOOTH CLEANOUT AND ACCESSCOVER. TOP OF COVERTO BE FLUSH WITH TOPOF FLOOR.BALANCE OF PIPINGSAME AS CLEANOUTTO GRADE.CLEANOUT SHOULDNOT BE LOCATED INCARPETED AREA.1/8 BEND IF CLEANOUTOCCURS AT END OF LINE.WASTE LINE.LENGTH TO SUIT.CHROMEWALL COVERAND SCREW MAY EXTEND AS AWASTE OR VENTPLUGGED TEEWITH CLEANOUTBALANCE OF PIPINGSAME AS CLEANOUT TOGRADE.1/8 BEND1/8 BEND C E I L I N G F L O O R B A L L V A L V E ( T Y P ) T Y P I C A L U N I O N S U P P L Y T O B U I L D I N G S L E E V E F L O O R P E N E T R A T I O N S A R O U N D W A T E R S U P P L Y L I N E S D O U B L E C H E C K V A L V E B A C K F L O W P R E V E N T E R W I T H B A L L V A L V E S A N D S T R A I N E R 3 / 4 " H O S E T H R E A D F I T T I N G N O S C A L E V E R T I C A L W A T E R P R E S S U R E R E D U C I N G S T A T I O N C O M B I N A T I O N P R E S S U R E R E D U C I N G V A L V E A N D S T R A I N E R . S E T D I S C H A R G E A T 6 0 P S I G P R E S S U R E G A G E 0 - 1 0 0 P S I R A N G E 2 " W A T E R S U P P L Y T O B U I L D I N G 3 / 4 " D R A I N V A L V E 2 " C W L I N E O U T F O R S P R I N K L E R S Y S T E M PEX PIPE FITTING DETAILSNO SCALE POLYMER, COPPER,BRONZE OR BRASS FITTINGPEX PIPINGAS SHOWNON PLANS REINFORCED RING THIS TYPE (COLD EXPANSION) OF FITTING REQUIRES THAT THE PEX PIPING, WITH REINFORCINGPEX RING PLACED OVER THE END OF THE END OF THE PIPE, IS EXPANDED BEFORE THE FITTINGIS INSERTED INTO THE PIPE END. THE EXPANDED PIPE END IS ALLOWED TO RETRACT ONTOTHE FITTING TO FORM THE SEAL. THE MEMORY OF THE PIPE ALLOWS IT TO TIGHTEN OVER THEFITTING. AN EXPANDER TOOL IS REQUIRED TO EXPAND THE PIPE AND THE PEX RINGTOGETHER.NOTE:STAINLESS STEEL CAMPBANDS ARE ALSO PERMITTEDFOR REINFORCING RING.ALL JOINTS (TEES. ELBOWS, COUPLINGS, ETC.) ARE JOINTED SIMILARLY.12"6"HEATSOURCE PEX PIPINGMIN. CLEARANCES KEEP TUBING AMINIMUM OF 12"VERTICALLY OR 6"HORIZONTALLY FROMSOURCES OF HIGHHEAT SUCH AS LIGHTFIXTURES, FLUES ORHEATING EQUIPMENT.PEX PIPE HANDLING DETAILSNO SCALE NOTE:USE ONLY CONTINUOUS LENGTHTUBING (NO FITTINGS) WHENINSTALLING PEX UNDER OR WITHIN ASLAB. PROTECT PEX TUBING WITHNONMETALLIC SLEEVES WHERE ITPENETRATES A SLAB ORFOUNDATION WALL.DO NOT CRUSHOR KINK TUBINGDO NOTE DRAG TUBINGOVER ROUGH TERRAIN,ROCKS, OR ANY SURFACETHAT CAN CUT, PUNCTUREOR DAMAGE TUBING WALL.3/8"4"1/2"5"3/4"7"1"9"TUBINGSIZEMIN. RADIUSBENDINGTUBING AND FITTINGS SHALL BE STOREDUNDERCOVER FOR CLEANLINESS AND TO AVOIDEXPOSURE TO SUNLIGHT. CONSULTMANUFACTURER FOR RECOMMENDED LIMITS TOOUTSIDE STORAGE. P E X P I P E I N S T A L L A T I O N D E T A I L S N O S C A L E N A I L P L A T E W A L L S T U D ( W O O D O R M E T A L S I M I L A R ) P E X P I P I N G W A L L I N S T A L L A T I O N D O N O T U S E I N A N Y A P P L I C A T I O N W H E R E T U B I N G W I L L B E E X P O S E D T O D I R E C T S U N L I G H T . P I P E S U P P O R T S P I P E S U P P O R T S : P L A S T I C H A N G E R S A N D S T R A P S A R E R E C O M M E N D E D , B U T M E T A L S U P P O R T S W H I C H A R E D E S I G N E D F O R U S E W I T H P L A S T I C T U B I N G C A N B E U S E D . D O N O T U S E S U P P O R T S T H A T P I N C H O R C U T T H E T U B I N G . S U P P O R T S H O U L D A L L O W F R E E T U B I N G M O V E M E N T . I N S P E C T A L L S U P P O R T S P R I O R T O I N S T A L L A T I O N T O E N S U R E T H A T S H A R P E D G E S D O N O T E X I S T T H A T C A N D A M A G E T H E T U B I N G . V E R T I C A L T U B I N G T O B E S U P P O R T E D E V E R Y 8 ' - 0 " W H E N P E N E T R A T I N G M E T A L S T U D S , U T I L I Z E A B U S I N G D E S I G N E D F O R P L A S T I C T U B I N G . S U P P O R T S S . 9 H A L L B E I N S T A L L E D A T C H A N G E S I N D I R E C T I O N T O R E L I E V E S T R E S S A S S H O W N . A P P R O V E D B U S H I N G C L A M P W O O D S T U D M E T A L S T U D C L A M P A T T U R N FL O O R D R A I N I N C O N C R E T E F L O O R 2" W A S T E L I N E T O WA S T E A N D V E N T NO S C A L E SY S T E M 2 " D E E P S E A L P - T R A P T O F I N I S H F L O O R L E V E L S T R A I N E R A D J U S T F L O O R D R A I N B O D Y T I L E A N D G R O U T C O N C R E T E F L O O R 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 s h e e t : t i t l e : r e v i s i o n s : p r o j e c t # : d a t e : U N L E S S A P R O F E S S I O N A L S E A L W I T H S I G N A T U R E A N D D A T E I S A F F I X E D , T H I S D O C U M E N T I S P R E L I M I N A R Y A N D I S N O T I N T E N D E D F O R C O N S T R U C T I O N , R E C O R D I N G P U R P O S E S , O R I M P L E M E N T A T I O N T H E D E S I G N S S H O W N A N D D E S C R I B E D H E R E I N I N C L U D I N G A L L T E C H N I C A L D R A W I N G S , G R A P H I C R E P R E S E N T A T I O N S & M O D E L S T H E R E O F , A R E P R O P R I E T A R Y & C A N N O T B E C O P I E D , D U P L I C A T E D , O R C O M M E R C I A L L Y E X P L O I T E D I N W H O L E O R I N P A R T W I T H O U T T H E S O L E A N D E X P R E S S W R I T T E N P E R M I S S I O N F R O M M E T H O D S T U D I O I N C . p r o j e c t : EDCBA E D C B A 12 3 4 5 6 12 3 4 5 6 M A R C H 2 9 , 2 0 2 1 R E X B U R G R O W H O U S E S E n g i n e e r e d S y s t e m s A s s o c i a t e s 2 0 . 0 5 5 0 p e r m i t s e t M a r 2 9 , 2 0 2 1 2" WA T E R S U P P L Y TO U N I T S W A T E R C L O S E T W C - 2 2 " I N T . 3 " 1 / 2 " - A D A F L U S H T A N K ( R E S I D E N T I A L ) W I T H E L O N G A T E D B O W L 1 - 1 / 4 " L A V A T O R Y L - 2 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " A D A C O U N T E R M O U N T E D W I T H I N S U L A T I O N S L E E V E S 1 - 1 / 2 " T - 2 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " A D A W I T H H A N D H E L D S H O W E R & 3 P I E C E S U R R O U N D 1 - 1 / 2 " K I T C H E N S I N K K S - 2 1 / 2 " 1 / 2 " A D A S . S . C O U N T E R T O P S I N G L E C O M P A R T M E N T W I T H D I S H W A S H E R C O N N E C T I O N 2 " 2 " P 2 0 1 P l u m b i n g D e t a i l s a n d S c h e d u l e s A D A T U B / S H O W E R T U B W I T H 3 - P I E C E S U R R O U N D A N D I N S U L A T I O N S L E E V E S ELECTRICAL SPECIFICATIONS 1. INTENT: Provide and install complete and operable electrical systems including but not not limited to; lighting, power, receptacles, data, fire alarm ande etc. Provide all required connections to all Mechanical and Plumbing equipment, as indicated and required, including all conduits, wiring and controls. Coordinate with mechanical contractor and drawings. 2. COMPLIANCE WITH CODES: All work and material shall comply with all applicable codes, safety orders, laws, ordinances and regulations of governing authorities and other agencies having jurisdiction including regulations of the State and Local Fire Marshall, unless detailed as specified to a more restrictive standard or higher requirement. 3. INTERPRETATION OF DRAWINGS: The electrical drawings are essentially diagrammatic in that all provisions necessary to conform to structural, architectural, mechanical and plumbing systems can not be shown. All installations shall be adjusted as necessary to conform and to avoid obstructions, without additional cost to the owner. All work, material and equipment called for by notes, schedules or otherwise indicated on the drawings shall be furnished and isntalled as though fully set forth in these specifications. 4. VISITING THE SITE: Contractor shall visit the site and become acquainted with conditions to be encounterd. Extra funds will not be allowed due to failuer to examine the site and to included existing conditions in bid price. 5. COORDINATION WITH UTILITIES: These plans have been prepared without utility company comments. The contractor shall verify exact requirements for the electrical, telephone and communication services with the utility company representatives and provide all work and pay all costs for a complete and operating systems, as directed by the governing utilities. 6. MATERIALS AND WORKMANSHIP: All workmanship shall be performed by skilled electricians using the best standard practives of the trade. All materials shall, unless otherwise noted, be new and in perfect condition and working order. All material for similar uses shall be of the same type, material and manufacturer for ease of future maintaenance. All equipment shall be readily accessible for maintenance and repairs. All materials, fixtures and equipment shall be covered or sealed upon installation so as to provide for safety and to insure that operation and appearance will be maintained after subsequent construction operations. 7. EXECUTION: Raceway installation: Seperate underground conduits in a common trench 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit depth shall be 18". Coordinate conduit installation with pipes, steel, footings and ducts installed by other trades. Install conduit runs exposed to view parallel or at right angles to structural members, walls or building lines. Support conduit with one-hole malleable factory made pipe straps, fastended with screws. 8. OPERATING AND ADJUSTING: The owner reserves the right to operate any systems of equipment prior to final comletion and acceptance of the work. Such perliminary operation shall not be construed as an acceptance of any work. Each piece of equipment and all of the systems shall be adjusted to insure proper functioning and shall be left in first class operating condition. 9. CUTTING AND PATCHING: Do all drilling and cutting as necessary for installation of equipment or conduit. Cutting or drilling of structure is only permitted with prior approval of the owner and structural engineer. Where cutting and patching of work is necessary, use the same materials, workmanship and finish to neatly match all surrounding work. 10. CONDUIT: All conduit material and installation methods shall be as allowed by the NEC, local AHJ and as directed by the owner. 11. CONDUCTORS: Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be #14 AWG unless noted otherwise. All wiring shall be Copper unless indicated otherwise. Type MC cable shall be permitted, provided it is installed in concealed areas and installation complies with the Local AHJ and NEC requirements. Type NM cable is only permitted in locations allowed by the Local AHJ and NEC. Use "Ideal Yellow" pulling compound for all wire pulls. Use Scotchlock connectors for all splices in #12 wire and tape bolted pressure connectors for larger wire. 12. GROUNDING: All conduit, branch circuits, feeders and etc. shall be provided with a grounding conductor. All grounding conductors shall be insulated and green in color, size as shown. 13. WIRING DEVICES: Devices shall be Standard type, Specification grade, color as selected by owner. Decora style devices are prohibited. Utilize GFCI and Tamper-proof devices in all locations as defined by the NEC. Wiring devices shall be as installed as allowed by the NEC, local AHJ. 14. DEVICE PLATES: Devices plate type and color shall be as directed by owner and as required by the NEC. 15. LIGHTING FIXTURES: As selected by owner and/or indicated in schedules. All light fixtures shall be installed and connected by the Electrical Contractor. 16. SERVICE EQUIPMENT & PANELBOARDS: Service Equipment: Shall be rated as such and shall comply with local utility co. requirments. . Panelbards: Shall be provided with typed writtend directories indicating loads being served. Maintain all required clearances around equipment as required by the NEC. All equpment dimensions to be field verified. 17. CLEAN-UP: Upon completion of the work, prior to final inspection, thoroughly clean all exposed fixtures, trim and equipment and leave the entire installation in a neat, clean and usable condition. Remove all cement, paint, grease, oil and other foreign substances. 18. TEST: Test all conductors for shorts, opens, grounds or other defects. Correct any defective work and re-test. Demonstrate continuous satisfactory operation of all electrical systems and equipment. Provide training to the owner on electrical systems as needed for owner operation and maintenance of building. 19. GUARANTEE: Prior to final acceptacne of the project, deliver to the owner a written one year guarantee on all workmanship, materials and equipment and agree to repair or replace all such defective items promptly that may occure during the warranty period; including repair or replacement of the premises that may be damaged due to faulty work and materials furnished under contract. CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) FIRE ALARM SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DETECTOR SUBSCRIPTS P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR M MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP) FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF) F FACP NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF) REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF) NAC RA MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72) MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULE MM CM ADDRESSABLE MONITORING MODULE FIRE ALARM FLOW SWITCH FIRE ALARM TAMPER SWITCH FS TS WALL MOUNTED FIRE ALARM HORN ONLY WALL MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) # ADDRESSABLE DETECTOR WITH BASE ## ##CEILING MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) ## ## WALL MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) CEILING MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC. FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. GENERAL FIRE ALARM SYSTEM NOTES LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) ELV DIMMER: ON/OFF W/ SLIDE, SINGLE OR 3-WAY 0-10V DIMMER: ACUITY P/N: sPODMRA(MWO)-D-** K KEYED SWITCH F TIMER SWITCH (INTERMATIC MODEL EI400 SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND FIXTURES. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POWER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R (30A FUSES) COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB# FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W WASHING MACHINE D DRYER (30A-240V RATED RECPT.) M MICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR 30A/3P/3RSIZE 1 (30A FUSES) SMALL EXHAUST FAN CONNECTION TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONS USB 120V RECPT. WITH USB CHARGING PORTS EWC ELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.) DISP GARBAGE DISP. (UNDER SINK) DW DISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER NEC 422.16(B)(2)). M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK) R ELECTRIC RANGE (50A-240V RATED RECPT.) GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_T/_D-X CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _D-X A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: 14" WIRELESS STRUCTURED MEDIA ENCLOSURE W/ VENTED DOOR, MOUNTED FLUSH IN WALL. LEVITON P/N: 49605-14P. PROVIDE ALL REQUIRED ACCESSORIES AND CONNECTIVITY AS REQUIRED, INCLUDING BUT NOT LIMITED TO; 12-PORT MOUNTING BRACKET, DUPLEX RECPT., 1X6 PASSIVE VIDEO SPLITTER, SHELF BRACKET AND ETC. INSTALL 1 1/4" CONDUIT FROM BOX TO BUILDING TTB WITH PULL STRING. COORDINATE WITH OWNER. NET SPECIAL SYSTEMS NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2" 3. BLANK (NO LABEL) = RESIDENTIAL DATA BOX WITH 1" ENT TO UNITS STRUCTURED MEDIA ENCLOSURE. INSTALL PULL STRING. WALL PATHWAY SYSTEM; STI FIRESTOP EZ-PATH SERIES INSTALL THROUGH WALL ABOVE ACCESSIBLE CEILING, FIELD VERIFY EXACT LOCATION TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. PROVIDE ALL REQUIRE MOUNTING HARDWARE AND ETC. FOR COMPLETE INSTALLATION. EPF2 = FIRE RATED, EZ-PATH SERIES 22 EPF3 = FIRE RATED, EZ-PATH SERIES 33 EPF4 = FIRE RATED, EZ-PATH SERIES 44 EP3 = NON-FIRE RATED, EZ-PATH 33NEZ SERIES ### FB#_D-X MULTI-SERVICE FLOORBOX; SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C. EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C. GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOX ABBREVIATIONS SINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA) AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOX V KVA kW kWh LED LFMC LFNC LTG LV MAX M.C. MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F. VFD W/ W/O WP XFMR KILOVOLT KILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET) SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WITH WITHOUT WEATHERPROOF TRANSFORMER A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE: 1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION. PROJECT GENERAL NOTES: IDAHO POWER CO. ROCKY MOUNTAIN POWER CO. WWW.IDAHOPOWER.COM WWW.ROCKYMOUNTAINPOWER.NET CONTACT: CONTACT: SHELLEY MARTIN (208) 388-5872 DAN KUHL (503) 308-0233 OR DAN KUHL (503) 308-0233 dan.kuhl@evergreen-efficiency.com dan.kuhl@evergreen-efficiency.com UTILITY LIGHTING REBATES & INCENTIVES: IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS. VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CA B . D I M E N S I O N S PE R A R C H . D E T A I L 6" CABINET * E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' - 8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICALEQUIPMENT NO T E # 1 N O T E #4 NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 13053 STATE OF I D A HOSHAWNA.M E A D O R R E G I S TEREDRPOFESSIONALENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. JOB #2123 03/29/21 E0.0 ELECTRICAL SYMBOLS & DETAILS 20.0550 march 29, 2021 Rexburg Rowhouses permit set VAN F 3 3 3 3 NE T M M F 3 NE T M M 3 3 3 GENERAL LOADS TYPICAL DWELLING UNIT EXAMPLE 1200 SQ FT UNIT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (19,000VA @ 120/240 1PH. 3W) REMAINDER (16000) @ 40% HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC LOAD (HEATING & COOLING) GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 19,000 VA 91 AMPS (SEE NOTE#1) = = = =3,000 VA 3,600 VA 3,000 VA= = 26,000 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER DISPOSAL = = = = 10,000 VA 5,000 VA 400 VA 1,000 VA 3,000 VA 6,400 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,500 VA= 1,500 VA= NOTE #1 THIS CALCULATION IS A TYPICAL EXAMPLE OF THE DWELLING UNIT LOAD CALCULATIONS USED AND IS FOR REFERENCE ONLY; REFER TO THE TYPICAL DWELLING UNIT LOAD SCHEDULE FOR ACTUAL LOAD INFORMATION FOR THE SPECIFIC DWELLING UNITS. (SEE NOTE#1) - - SEE TYP. DWELLING UNIT LOAD SCHEDULE - - - - N/A PANEL FEED TOP DIMENSIONS FEED BOTTOM CONDUIT SIZE AIC RATINGAMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 1 LOCATION MAKE/MODEL CLASS CIR WIRE SIZE LLAMPEA B AMPE LOAD/POLE MAIN LUGS MAIN BRKR. BRK PO AMPS PO BRK 40 42 36 38 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSHAMPS - - - - - - - - - - - - - - - - - - - WIRE SIZE SQ. D QO LOAD CENTER SEE UNIT DWG. 120/208V, 1PH, 3W TYPICAL UNIT NOTE#1 14"W x 24"H x 4"D PROVIDE PANEL WITH A LOCKABLE COVER LIGHTING/RECEPTS #12 Cu 20 1 SMOKE/CO2 DETECTORS #12 Cu 20 1 BEDROOM HEATER 120 SPARE 20 1 WASHING MACH. (NOTE#3) #12 Cu 20 1 DRYER (NOTE #3) #10 Cu 30 2 30 *#10 Cu** PREPARED SPACE SMALL APPLIANCE CRKT LIGHTING/RECEPTS #12 Cu201 #12 Cu201 DISHWASHER/DISPOSER#12 Cu201 RANGE HOOD/MICROWAVE#12 Cu201 HEAT PUMP UNIT (NOTE #2)#10 Cu302 30***#10 Cu RANGE (NOTE#3)#8 Cu402 40***#8 Cu PREPARED SPACE SPARE201 SEE POWER RISERS NOTE #1 THIS PANEL SCHEDULE IS TYPICAL AND REFERENCE FOR THE BRANCH CIRCUIT REQUIREMENTS OF THE DWELLING UNITS; REFER TO TYPICAL DWELLING UNIT SCHEDULE FOR SERVICE/FEEDER SIZE AND MAIN BREAKER RATING BASE ON DWELLING UNIT TYPE. NOTE #2 COORDINATE BREAKER SIZE WITH ACTUAL UNIT AND M.C. PRIOR TO ROUGH-IN. NOTE #3 BREAKER SHALL BE GFCI TYPE PER 2020 NEC. #12 Cu F1 18' -0" F1 18' -0" F1 18' -0" F1 18' -0" F1 18' -0" F1 18' -0" SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (A/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) SEE ENLARGED PLAN (B/E2.0) E2.0 3 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 7TH STREET CA R L O W S T R E E T 1 2 3 4 H-6 5 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 H-6 AC 42"D AC ACDWM/R R TV 'B'WH-1 208 V/1P4500 W HP-1 208 V/1P28.3 A (TYP)F3 F4 F4 F4 F5 EH-1 120 V/1P750 W EF-1 1 1/4"C TO TTB EH-2 208 V/1P2000 W H-1,3 F2 F2 'LCP' 'H' 'TTB' 'MP1' H-4 H-2 AC 42"D ACACDWM/R R TV WH-1 208 V/1P4500 W HP-1 208 V/1P28.3 A (TYP)F3 F4 F4 F4 F5 EH-1 120 V/1P750 W F4 EF-1 'A' 1 1/4"C TO TTB 6 6 6 6 6 6 6 6666666 H-5,7#10's H-5,7#10's H-5,7#10's H-8,10#8'S H-8,10#8'S H-9,11#8'S H-9,11#8'S H-13,15#8'S H-13,15#8'S H-16,18#8'S H-16,18#8'S H-12,14#10's H-12,14#10's H-12,14#10's 13053 STATE OF I D A HOSHAWNA.M E A D O R R E G I S TEREDRPOFESSIONALENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. JOB #2123 03/29/21 E2.0 ELECTRICAL BUILDING PLANS 20.0550 march 29, 2021 Rexburg Rowhouses permit set A. PROVIDE ARC-FAULT PROTECTION FOR ALL 120V, 15A & 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS; REFER TO NEC SECTION 210.12 FOR ADDITIONAL INFORMATION. B. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQUIRED IN A DWELLING UNIT AS DESCRIBED BY THE CURRENT NEC THAT IS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION; REFER TO NEC SECTION 210.11 AND 210.50. C. TAMPER-PROOF RECEPTACLES SHALL BE INSTALLED IN ALL AREAS OF THE DWELLING UNITS; REFER TO NEC SECTION 406.11 OF THE NEC. D. EVEN IF SPECIFICALLY INDICATED ON THE DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. E. ALL CLOSET FIXTURES SHALL BE FULLY ENCLOSED PER THE NEC. F. PROVIDE GFCI RECEPTACLES AS REQUIRED BY THE NEC WETHER SHOWN OR NOT. G. E.C. SHALL REFER TO BUILDING FLOOR PLANS AND ARCHITECTURAL DRAWINGS FOR SPECIFIC UNIT ORIENTATION AND LAYOUT AS UNITS MAY BE MIRRORED OR HAVE SLIGHT WALL MODIFICATIONS FROM TYPICAL UNIT SHOWN. E.C. SHALL ADJUST OUTLETS, LIGHTING AND ETC. TO MATCH ACTUAL ORIENTATION. GENERAL NOTES: KEY NOTES:# 1 NEW UTILITY COMPANY TRANSFORMER, PAD AND VAULT. PAD AND VAULT PROVIDED AND INSTALLED BY E.C PER RMP REQUIREMENTS. SEE GENERAL NOTES AND POWER RISER FOR ADDITIONAL INFORMATION. 2 NEW UNDERGROUND PRIMARY CONDUIT PROVIDED AND INSTALLED BY E.C. CONDUCTORS BY ROCKY MOUNTAIN POWER (RMP) COORDINATE CONDUIT REQUIREMENTS AND STUB LOCATION WITH RMP PRIOR TO INSTALLATION; SEE GENERAL NOTES AND POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. 3 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR ADDITIONAL INFORMATION. 4 (1) 4" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO BUILDING AND (1) 2" CONDUIT FOR CABLE TV SERVICE TO BUILDING. STUB CONDUITS TO LOCATIONS AS SPECIFIED BY LOCAL TELEPHONE AND CABLE TV PROVIDERS, PROVIDE WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AS INDICATED IN GENERAL NOTES 5 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL (LCP); REFER TO LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL UN-SWITCH LEG AS NEEDED FOR CONNECTION TO BATTERY PACK OF EMERGENCY FIXTURE(S) (F#E). 6 PROVIDE HEAT TRACING OF ROOF, GUTTERS AND DOWN SPOUTS. HEAT TRACE SHALL EXTEND OUT END OF DOWNSPOUT APPROX. 6". EXACT TAPE LENGTH TO BE DETERMINED IN FIELD REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION (MAXIMUM OF 200FT ON A 20A CRKT BREAKER). UTILIZE RAYCHEM 208V, GM-2XT (12W/FT) CABLE. PROVIDE ALL COMPONENTS FOR A COMPETE INSTALLATION INCLUDING BUT NOT LIMITED TO: POWER CONNECTOR, JUNCTION BOX, CABLE END SEALS, CABLE SUPPORT CLIPS, ETC. INSTALL HEAT-TRACE PER MANUFACTURERS REQUIREMENTS. UTILIZE GFEPD TYPE CIRCUIT BREAKERS FOR ALL HEAT TRACE CIRCUITS. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE ALARM SYSTEM. FIRE ALARM SYSTEM SHALL MEET CURRENT NFPA 72 AND 2012 IFC REQUIREMENTS ALONG WITH ANY LOCAL CITY REQUIREMENTS. PROVIDE ALL DOCUMENTTION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION. A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. L. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. M. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. N. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. O. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. P. ELECT. CONTR. TO CONNECT FIRE SPRINKLER SYSTEM WATER GONG, TO NEAREST SOURCE OF 120 VOLT UNSWITCHED POWER. Q. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE DETECTORS AND LOW FREQUENCY NOTIFICATION DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES. R. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177 CANDELA. FIRE ALARM SYSTEM REQUIREMENTS: SCALE: 1/16" = 1'-0"1 OVERALL BUILDING ELECTRICAL PLAN TYPICAL DWELLING UNIT LOAD SCHEDULE UNIT TYPE DESCRIPTION QUANTITY GENERAL LOAD (PER UNIT) APPLIANCE LOAD (PER UNIT) HVAC LOAD (PER UNIT) TOTAL CONN. LOAD (PER UNIT) TOTAL DEMAND LOAD (PER UNIT) TOTAL DEMAND AMPS (PER UNIT) RECOMMENDED SERVICE SIZE BRKR SIZE FEEDER SIZE A 1-BEDROOM/1-BATH 1 4500 VA 18500 VA 5350 VA 28350 VA 20550 VA 99 A 100 A 100 A SEE RISER DIAGRAM B 1-BEDROOM/1-BATH 25 4500 VA 18500 VA 5350 VA 28350 VA 20550 VA 99 A 100 A 100 A SEE RISER DIAGRAM SCALE: 1/4" = 1'-0"B TYPICAL UNIT ELECTRICAL PLAN - TYPE B SCALE: 1/4" = 1'-0"3 ENLARGED MECH/ELEC ROOMS LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTAGE LUMENS COLOR TEMP.(K)MFGR. CATALOG # APPROVED MFGR'S NOTES F1 EXTERIOR LED WALL PACK WALL 120-277 8,373 4000 LUMARK XTOR F2 2FT LED STRIP, 0-10V DIMMING SURFACE 120-277 2,000 4000 LITHONIA CLX-L24-2000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI- COOPER F3 6" ROUND SURFACE LED DOWNLIGHT, DIMMABLE SURFACE 120 1,200 4000 HALO LTG SMD6R-12-940-WH F4 14" ROUND SURFACE LED DOWNLIGHT, DIMMABLE SURFACE 120 2,000 4000 HALO LTG SMD14R-20-9S-MW-E F5 3FT LED VANITY LIGHT ABOVE MIRROR 120 3,000 4000 SHAPER LTG 605-37-W-L4/840-UNV-SCBA F6 4" ROUND SURFACE LED DOWNLIGHT SURFACE 120 800 4000 HALO LTG SLD405-8-40-SLD6TRM(SCBA) LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE TYPE DESCRIPTION MFGR. CATALOG # NOTES APPROVED EQUALS LIGHTING CONTROL PANELS 'LCP' SURFACE MOUNTED, 4-RELAY DIGITAL RELAY PANEL, W/ASTRONOMICAL TIMECLOCK ACUITY BRANDS ARP INTENC08 NLT/4SPR/MVOLT/SC/SM/DTC COOPER, WATTSTOPPER, LEVITON SCALE: 1/4" = 1'-0"A TYPICAL UNIT ELECTRICAL PLAN - TYPE A SCALE: 1/16" = 1'-0"2 ELECTRICAL ROOF PLAN * THIS CALCULATION IS AN EXAMPLE ONLY; REFER TO TYPICAL METER PACK SCHEDULE FOR ACTUAL LOAD INFORMATION. DWELLING UNIT LOADS MULTI-FAMILY METER PACK APPLICATION OF DEMAND FACTORS EXAMPLE ELECTRICAL LOAD CALCULATION SERVICE SIZE MIN. SERVICE SIZE IN AMPS (TOTAL DEMAND VA / SYSTEM VOLTAGE) DEMAND FACTOR % BASED ON NUMBER OF UNITS AS SPECIFIED IN TABLE 220.84 OF THE NEC CONNECTED LOAD(VA) FOR EACH UNIT x NUMBER OF UNITS = =TOTAL CONNECTED VA TOTAL CONNECTED VA x DEMAND FACTOR % FROM TABLE 220.84 TOTAL DEMAND VA =TOTAL DEMAND AMPS M M M M M M M M M M M M M M M M METER-PACK 'MP1' 208Y/120V, 3P,4W 800A MBR, NEMA 3R W/ 1-PHASE METER SECTIONS GROUNDING ELECTRODE SYSTEM APRT. PANEL 'R' MAIN LEVEL (A/E3.0) PANEL 'H'M UNDERGROUND SECONDARY CONDUIT & TRENCHING BY E.C. CONDUCTORS BY RMP. 1 1/2"C.,3#1 AL + GND ALUMINUM CONDUCTORS IN CONDUIT; REFER TO DWELLING UNIT PANEL VOLTAGE DROP SCHEDULE FOR SIZE. (TYPICAL OF 25 PANELS) FEEDERS SHALL BE INSTALLED UNDERGROUND TO ALL UNITS. M M M M M M M M M APRT. PANEL 'R' UNDERGROUND PRIMARY CONDUIT & TRENCHING BY E.C. CONDUCTORS BY RMP. UTILITY TRANSFORMER PAD AND VAULT BY E.C. XFMR BY RMP (2/E3.0)FAULT CURRENT CALULATIONS WERE BASED ON INFINITE BUS, WITH AN ESTIMATED 225KVA TRANSFORMER WITH A 3.58%Z. *17,466A *12,827A *<10kA *<10kA BLDG. STEEL WATER MAIN GROUND BAR AT MAIN TTB GRND RODS STAND-OFF GROUND BAR LOCATED NEXT TO SERVICE EQUIP. GROUND BAR SHALL BE ERICO #EGBA14412CC OR EQUAL. PROVIDE AND INSTALL ALL REQ'D LUGS & TERMINALS. MAIN SERVICE EQUIPMENT G N NEUTRAL TO GND BOND AT THIS POINT ONLY #3/0 Cu #4 C u CONCRETE ENCASED ELECTRODE 3/ 4 " C . , 1 # 6 C u #3 / 0 C u #3 / 0 C u #2 C u BOND TO FIRE SPRINKLER RISER #3 / 0 C u 6" 3/4" C., 1#6 B.C. GRND.CONNECT TO BLDG. GROUNDSYSTEM FINISH FLOOR 4'X8'X3/4" PLYWOOD PRIME & PAINT W/TWO COATS GREY ENAMEL (INSTALL ON WALLS AS INDICATED ON PLANS) ANCHOR SECURELY TO WALL W/ CONST. ADHESIVE. DOUBLE-DUPLEX OUTLET(S) PER PLANS 120V CIRCUIT PER PLANS PULL CORD INCOMING UTILITY SERVICECONDUIT(S) WITH INSULATED BUSHING. SEE SITE PLAN FOR SIZE & QTY GROUND BAR (SQ. D #PK27GTA) TELEPHONE, DATA, TV EQUIPMENT (TYP) TYPICAL CONDUITS OUT TO EACH UNIT NETWORK ENCLOSRURE INSTALL PULL STRING ENTRANCE CONDUIT(S) 4" SQUARE BOX RAISED RING TO SUIT WALL RECEPTACLE - 20AMP RATED - SEE SPECIFICATIONS. NORMAL POWER COLOR - (SEE SPEC'S) COVER PLATE - STYLE & COLOR TO BE AS PER SPECIFICATIONS. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT-TIP MARKER GREEN INSULATED GROUND CONDUCTOR DWELLING UNIT PANEL VOLTAGE DROP SCHEDULE 208 VOLT, 1 PHASE, 100A PANEL #1 AL IN 1 1/2" CONDUIT* - MAXIMUM LENGTH OF 250' #1/0 AL IN 1 1/2" CONDUIT* - MAXIMUM LENGTH OF 310' #2/0 AL IN 2" CONDUIT* - MAXIMUM LENGTH OF 400' FEEDER SIZE TO DWELLING UNIT PANELS SHALL BE DETERMINED FROM THE FOLLOWING SCHEDULE, THIS TABLE IS BASED ON ALUMINUM CONDUCTORS IN CONDUIT. COPPER CONDUCTORS MAY BE UTILIZED, BUT ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VOLTAGE DROP CALCULATIONS AND FEEDER SIZES TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP AT PANEL. * GROUNDING CONDUCTOR OF SER CABLE SHALL BE PROPORTIONATELY INCREASED IN SIZE PER NEC 250.122(B) 13053 STATE OF I D A HOSHAWNA.M E A D O R R E G I S TEREDRPOFESSIONALENGIN E E R Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. JOB #2123 03/29/21 E3.0 POWER RISER, DETAILS AND SCHEDULES 20.0550 march 29, 2021 Rexburg Rowhouses permit set SCALE: NONE1POWER RISER DIAGRAM SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL TOTAL DEMAND AMPS:727 A Dwelling Unit 708750 VA 35.00% 248063 VA TOTAL CONN. AMPS:2006 A Receptacle 720 VA 100.00% 720 VA TOTAL DEMAND VA:262 kW Lighting 691 VA 100.00% 691 VA TOTAL CONN. VA:723 kW Elec. Heating 12431 VA 100.00% 12431 VA LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84) 26 PANEL H 2 100 A 14 kW 25 Dwelling Unit 2 100 A 28 kW 24 Dwelling Unit 2 100 A 28 kW 23 Dwelling Unit 2 100 A 28 kW 22 Dwelling Unit 2 100 A 28 kW 21 Dwelling Unit 2 100 A 28 kW 20 Dwelling Unit 2 100 A 28 kW 19 Dwelling Unit 2 100 A 28 kW 18 Dwelling Unit 2 100 A 28 kW 17 Dwelling Unit 2 100 A 28 kW 16 Dwelling Unit 2 100 A 28 kW 15 Dwelling Unit 2 100 A 28 kW 14 Dwelling Unit 2 100 A 28 kW 13 Dwelling Unit 2 100 A 28 kW 12 Dwelling Unit 2 100 A 28 kW 11 Dwelling Unit 2 100 A 28 kW 10 Dwelling Unit 2 100 A 28 kW 9 Dwelling Unit 2 100 A 28 kW 8 Dwelling Unit 2 100 A 28 kW 7 Dwelling Unit 2 100 A 28 kW 6 Dwelling Unit 2 100 A 28 kW 5 Dwelling Unit 2 100 A 28 kW 4 Dwelling Unit 2 100 A 28 kW 3 Dwelling Unit 2 100 A 28 kW 2 Dwelling Unit 2 100 A 28 kW 1 Dwelling Unit 2 100 A 28 kW METER #CIRCUIT DESCRIPTION POLES BRK AMPS Load REMARKS NOTES: MFGR/MODEL:SQ. D/EZ-METER PAK ENCLOSURE:NEMA 3R AIC RATING:22k MBR RATING:800 A PHASE/WIRE...3P / 4W RATING:800 A VOLTAGE:120/208 Wye PANEL TYPE:MBR METER PACK: MP1 S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:67 A TOTAL AMPS:69 A 63 A TOTAL LOAD:7.3 kVA 6.6 kVA 23 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 24 21 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 22 19 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 20 17 SPARE -- 20 A 1 0 800 -- -- -- --18 15 ---- -- -- 800 800 2 20 A GP Heat Trace 16 13 Heat Trace GP 20 A 2 800 1050 -- -- -- --14 11 ---- -- -- 800 1050 2 20 A GP Heat Trace 12 9 Heat Trace GP 20 A 2 800 800 -- -- -- --10 7 ---- -- -- 1050 800 2 20 A GP Heat Trace 8 5 Heat Trace GP 20 A 2 1050 661 1 20 A Lighting - Exterior 6 3 ---- -- -- 1000 360 1 20 A Receptacle - ttb 4 1 Elec. Heating 20 A 2 1000 390 1 20 A Lighting/Rept. 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/QO SERIES DIMENSIONS:20"W x 3.75"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:3 PANEL AMPS:100 A FED FROM:MP1 PHASES:1 PANEL TYPE:MLO Rexburg Rowhouses LOCATION:ELEC A128 VOLTAGE:120/208 Single A.I.C. RATING:22k PROJECT: PANEL: H PAYNE ENGINEERING SCALE: NONEBTEEPHONE TERMINAL BOARD (TTB) DETAIL SCALE: NONECRECEPTACLE MOUNTING DETAIL