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HomeMy WebLinkAboutB15-2392 038-200-014Jri 0 �a 01111111 FILE 'SPY® BUTTE COUNTY JAN 19 2016 DEVELOPMENT SERVIC �s--2, � "l -Z PERMIT BUTTE COIWN7Y D -EVE ,PS II`- 7 0 "ams' -1E(9 DATE - A (9 FILE 'SPY® BUTTE COUNTY JAN 19 2016 DEVELOPMENT SERVIC �s--2, � "l -Z SCOPE OF WORK A NEW 3,968 SQUARE FOOT OFFICE BUILDING FOR THE GORRILL RANCH. THE BUILDING WILL BE LOCATED ON AN ALREADY DEVELOPED SITE THAT WAS PREVIOUSLY A GRAVEL LOT WITH ACCESSORY FARM BUILDINGS LOCATED NEARBY. THE BUILDING WILL BE CONSTRUCTED OF LIGHT WEIGHT WOOD FRAMED TRUSSES o/ 2x6 STUDS @ 24" o.c. o/ A CONCRETE SLAB FLOOR. THERE IS NEW PARKING, INCULDING ACCESSIBILTY REQUIREMENTS, AND AN UPGRADED DRIVEWAY. THERE IS ALSO A NEW SEPTIC SYSTEM AND WE WILL TIE INTO THE EXISTING POTABLE WATER, ELECTRIC SUPPLY, AND TELEPHONE LINES. UV / VICINITY LOCATION PROJECT LOCATION APPROVALS DATA EF E NO SPRINKLER FIRE F BUTTE COUNTY APN: 047-100-074-000 1 TITLE SHEET BUILDING OCCUPANCY LOAD EGRESS OCCUPANCY FACTOR C1.0 CIVIL TITLE SHEET 2073 CALIFORNIA BUILDING CODE (CBC) ti C2.0 EXISTING TOPOGRAPHY > C3.0 GRADING PLAN E - CONFERENCE ROOM: 327.55 ` C3.1 GRADING PLAN 2013 CALIFORNIA PLUMBING CODE (CPC) 2013 CALIFORNIA ELECTRICAL CODE (CEC) TOTAL ACTUAL AREA (SQ. FT.): 3,968 SQ. FT. (1 FLOOR) CONSTRUCTION TYPE: V C4.0 X ^ai 1a C4.1 UTILITY PLAN OCCUPANTS: 1,146.39/15 PPSF = 76.43 PEOPLE TOTAL: 27.30 PEOPLE C5.0 PAVING PLAN 2013 CALIFORNIA FIRE CODE STORIES ALLOWED: 1 C6.0 DETAIL SHEET C6.1 DETAIL SHEET B _ BUSINESS OCCUPANCY (100 S.F. GROSS /PERSON) C6.2 DETAIL SHEET 20 RNIA GREEN BUILDING CODE TABLE 503 AREA ALLOWED (SQ. FT.): 6,000 NOT SPRINKLED FRONTAGE INCREASE: NOT NECESSARY 2 SITE PLAN 1b 3 LOWER FLOOR PLAN -COPY 4 ELEVATIONS SPRINKLER INCREASES: NOT NECESSARY 5 ELEVATIONS BUILDING AREAS: 6 BUILDING SECTIONS F - OFFICE #2: 241.56 G #3: 127.71 D - OFFICE #1: 216.35 F-OFFICE#2:241.56 7 ACCESSIBILITY DETAILS =: I STORY INCREASE CBC 506.4: NOT NECESSARY 8 INTERIOR ELEVATIONS COVERED PATIO: 2,624 Sq. Ft. 9 MATERIALS & SPECIFICATIONS I -OFFICE #5: 216.05 H -OFFICE #4:155.0 10 ELECTRICAL PLAN S1 GENERAL NOTES MIN. SETBACKS: S2.1 FOUNDATION PLAN TOTAL: 1,774.88 K -COMMON AREA: 492.87 TOTAL: 1,774.88 S2.2 LOWER ROOF PLAN I I NON-SPRINKLERED BUILDING S2.3 UPPER ROOF PLAN INTERIOR SIDE: 25' OR 5% OF LOT WIDTH S3.1 CONCRETE DETAILS B -BUSINESS OCCUPANCY B -BUSINESS OCCUPANCY S6.1 WOOD DETAILS L :.: I EGRESS REQUIREMENTS: A-2 IS MOST RESTRICTIVE, S6.2 WOOD DETAILS REAR: 25' S6.3 WOOD DETAILS TOTAL NUMBER OF OCCUPANTS: 67.56 = 68 PEOPLE M1.0 MECHANICAL NOTES AND SCHEDULES L- <100 OCCUPANTS & <5,000 S.F. = NO SPRINKLER REQUIRED M1.1 t:...f3•'i. .. ENGINEERING LOADS: P1.0 PLUMBING NOTES AND SCHEDULES PER CBC 503.1.2 BUILDINGS ON SAME LOT ARE REGULATED AS P1.1 PLUMBING PLAN SYSTEM REQUIRED T24-1 TITLE -24 ENERGY REPORT SNOW: 0 T24-2 TITLE -24 ENERGY REPORT PER TABLE 705.8 A 25'-30' FIRE SEPARATION DISTANCE ON AN UNPROTECTED, NONSPRINKLED BUILDING MAY HAVE UP TO 70% ALLOWABLE WALL OPENING. CG -1 CALGREEN NON-RESIDENTIAL BUILDING CONFORMS TO A-2 SAFETY REQUIREMENTS AS f ff NEW BUILDING 1525-2 MIN. FROM E BARN T THE HE EAST PROPERTY () ( CG -2 CALGREEN NON-RESIDENTIAL��, SOIL: 150 P S REFER TO SOILS REPORT) L-1.0 � h� � GATE/FENCE ENTRY PLAN �L'``�`T BuF' FF -�_v1 ^� E_L,�- AREA OF 40% (24.96 S.F. OPENINGS & 432 S.F. WALL). L-2.0 GATE/FENCE DETAILS ` L-3.0 SITE PLANDA i E i 1 RY n • cf • • ., .. APPROVALS DATA EF E NO SPRINKLER FIRE SHEET INDEX BUTTE COUNTY APN: 047-100-074-000 1 TITLE SHEET BUILDING OCCUPANCY LOAD EGRESS OCCUPANCY FACTOR C1.0 CIVIL TITLE SHEET 2073 CALIFORNIA BUILDING CODE (CBC) g=1,911.31 NET S.F. (OCCUPANCY LOAD S.F.) C2.0 EXISTING TOPOGRAPHY ADDRESS: 1935 MIDWAY, DURHAM, CA 95938 C3.0 GRADING PLAN E - CONFERENCE ROOM: 327.55 E - CONFERENCE ROOM: 327.55 (15 S.F. NET/ PERSON) C3.1 GRADING PLAN 2013 CALIFORNIA PLUMBING CODE (CPC) 2013 CALIFORNIA ELECTRICAL CODE (CEC) TOTAL ACTUAL AREA (SQ. FT.): 3,968 SQ. FT. (1 FLOOR) CONSTRUCTION TYPE: V C4.0 UTILITY PLAN 1a C4.1 UTILITY PLAN OCCUPANTS: 1,146.39/15 PPSF = 76.43 PEOPLE TOTAL: 27.30 PEOPLE C5.0 PAVING PLAN 2013 CALIFORNIA FIRE CODE STORIES ALLOWED: 1 C6.0 DETAIL SHEET C6.1 DETAIL SHEET B _ BUSINESS OCCUPANCY (100 S.F. GROSS /PERSON) C6.2 DETAIL SHEET 20 RNIA GREEN BUILDING CODE TABLE 503 AREA ALLOWED (SQ. FT.): 6,000 NOT SPRINKLED FRONTAGE INCREASE: NOT NECESSARY 2 SITE PLAN 1b 3 LOWER FLOOR PLAN -COPY 4 ELEVATIONS SPRINKLER INCREASES: NOT NECESSARY 5 ELEVATIONS BUILDING AREAS: 6 BUILDING SECTIONS F - OFFICE #2: 241.56 G #3: 127.71 D - OFFICE #1: 216.35 F-OFFICE#2:241.56 7 ACCESSIBILITY DETAILS =: I STORY INCREASE CBC 506.4: NOT NECESSARY 8 INTERIOR ELEVATIONS COVERED PATIO: 2,624 Sq. Ft. 9 MATERIALS & SPECIFICATIONS I -OFFICE #5: 216.05 H -OFFICE #4:155.0 10 ELECTRICAL PLAN S1 GENERAL NOTES MIN. SETBACKS: S2.1 FOUNDATION PLAN TOTAL: 1,774.88 K -COMMON AREA: 492.87 TOTAL: 1,774.88 S2.2 LOWER ROOF PLAN I I NON-SPRINKLERED BUILDING S2.3 UPPER ROOF PLAN INTERIOR SIDE: 25' OR 5% OF LOT WIDTH S3.1 CONCRETE DETAILS B -BUSINESS OCCUPANCY B -BUSINESS OCCUPANCY S6.1 WOOD DETAILS L :.: I EGRESS REQUIREMENTS: A-2 IS MOST RESTRICTIVE, S6.2 WOOD DETAILS REAR: 25' S6.3 WOOD DETAILS TOTAL NUMBER OF OCCUPANTS: 67.56 = 68 PEOPLE M1.0 MECHANICAL NOTES AND SCHEDULES L- <100 OCCUPANTS & <5,000 S.F. = NO SPRINKLER REQUIRED M1.1 HVAC FLOOR PLAN .. ENGINEERING LOADS: P1.0 PLUMBING NOTES AND SCHEDULES PER CBC 503.1.2 BUILDINGS ON SAME LOT ARE REGULATED AS P1.1 PLUMBING PLAN SYSTEM REQUIRED T24-1 TITLE -24 ENERGY REPORT SNOW: 0 T24-2 TITLE -24 ENERGY REPORT PER TABLE 705.8 A 25'-30' FIRE SEPARATION DISTANCE ON AN UNPROTECTED, NONSPRINKLED BUILDING MAY HAVE UP TO 70% ALLOWABLE WALL OPENING. CG -1 CALGREEN NON-RESIDENTIAL BUILDING CONFORMS TO A-2 SAFETY REQUIREMENTS AS f ff NEW BUILDING 1525-2 MIN. FROM E BARN T THE HE EAST PROPERTY () ( CG -2 CALGREEN NON-RESIDENTIAL��, SOIL: 150 P S REFER TO SOILS REPORT) L-1.0 � h� � GATE/FENCE ENTRY PLAN �L'``�`T BuF' FF -�_v1 ^� E_L,�- AREA OF 40% (24.96 S.F. OPENINGS & 432 S.F. WALL). L-2.0 GATE/FENCE DETAILS ` L-3.0 SITE PLANDA i E i 1 RY APPROVALS DATA EF E NO SPRINKLER FIRE 1c CODE ANALYSIS & OCCUPANCY CALCULATIONS BUTTE COUNTY APN: 047-100-074-000 CODES: OCCUPANCY GROUP: A-2 (ASSUMED) NONSEPARATED BUILDING OCCUPANCY LOAD EGRESS OCCUPANCY FACTOR 2073 CALIFORNIA BUILDING CODE (CBC) g=1,911.31 NET S.F. (OCCUPANCY LOAD S.F.) A -ASSEMBLY OCCUPANCY (15 S.F. NET/PERSON) A -ASSEMBLY OCCUPANCY ADDRESS: 1935 MIDWAY, DURHAM, CA 95938 2013 CALIFORNIA MECHANICAL CODE (CMC) A=1,146.39 NET S.F. (OCCUPANCY LOAD S.F.) E - CONFERENCE ROOM: 327.55 E - CONFERENCE ROOM: 327.55 (15 S.F. NET/ PERSON) ZONING: AG -160 2013 CALIFORNIA PLUMBING CODE (CPC) 2013 CALIFORNIA ELECTRICAL CODE (CEC) TOTAL ACTUAL AREA (SQ. FT.): 3,968 SQ. FT. (1 FLOOR) CONSTRUCTION TYPE: V 1 -GALLERY: 818.84 TOTAL: 1,146.39 TOTAL: 21.84 PEOPLE J- GALLERY: 818.84(30 S.F. NET/PERSON) 1a 2013 CALIFORNIA ENERGY CODE -B ALLOWABLE BUILDING HEIGHT: 40 FEET OCCUPANTS: 1,146.39/15 PPSF = 76.43 PEOPLE TOTAL: 27.30 PEOPLE SITE AREA: 566.24 ACRES 2013 CALIFORNIA FIRE CODE STORIES ALLOWED: 1 B - BUSINESS OCCUPANCY (100 S.F. GROSS/PERSON) TOTAL ASSEMBLY OCCUPANTS: 49.14 0 B _ BUSINESS OCCUPANCY (100 S.F. GROSS /PERSON) FLOOD ZONE AE 20 RNIA GREEN BUILDING CODE TABLE 503 AREA ALLOWED (SQ. FT.): 6,000 NOT SPRINKLED FRONTAGE INCREASE: NOT NECESSARY A - ENTRY: 91.04 B -OFFICE MANAGER: 158.58 C ROOM: 75.72 A - ENTRY: 91.04 B - OFFICE MANAGER: 158.58 1b -COPY SPRINKLER INCREASES: NOT NECESSARY D-OFFICE#1: 216.35 C -COPY ROOM: 75.72 BUILDING AREAS: - - - - - - - - - - - - - ALLOWABLE AREA/STORY: 6,000 F - OFFICE #2: 241.56 G #3: 127.71 D - OFFICE #1: 216.35 F-OFFICE#2:241.56 CONDITIONED FLOOR AREA: 3,968.0 Sq. Ft. =: I STORY INCREASE CBC 506.4: NOT NECESSARY -OFFICE H-OFFICE#4:155.0 G-OFFICE#3:127.71 COVERED PATIO: 2,624 Sq. Ft. -J TOTAL ALLOWABLE AREA SQ. FT.: 6 OOO ( ) ,I I -OFFICE #5: 216.05 H -OFFICE #4:155.0 K -COMMON AREA: 492.87 -OFFICE #5. 216.05 MIN. SETBACKS: I > I OCCUPANT LOAD: 95 TOTAL: 1,774.88 K -COMMON AREA: 492.87 TOTAL: 1,774.88 FRONT: 20' I I NON-SPRINKLERED BUILDING OCCUPANTS: 1,774.88/100 PPSF = 17.74 PEOPLE OCCUPANTS: 1,774.88/100 PPSF = 17.74 PEOPLE INTERIOR SIDE: 25' OR 5% OF LOT WIDTH I ' I B -BUSINESS OCCUPANCY B -BUSINESS OCCUPANCY STREET SIDE: 20' L :.: I EGRESS REQUIREMENTS: A-2 IS MOST RESTRICTIVE, L - KITCHEN: 136.43/200 PPSF = 0.68 PEOPLE TOTAL NUMBER OF OCCUPANTS: 94.86 = 95 PEOPLE L -KITCHEN: 136.43/200 PPSF = 0.68 PEOPLE REAR: 25' I I THEREFORE A-2 USED FOR EGRESS TOTAL NUMBER OF OCCUPANTS: 67.56 = 68 PEOPLE L- <100 OCCUPANTS & <5,000 S.F. = NO SPRINKLER REQUIRED REQUIRED ADJACENT BUILDING FIRE SEPARATIONS NUMBER OF EXITS REQUIRED = 2 .. ENGINEERING LOADS: - <300 OCCUPANTS = NO FIRE ALARM DETECTION PER CBC 503.1.2 BUILDINGS ON SAME LOT ARE REGULATED AS ROOF LOAD DL: X P.S.F. SYSTEM REQUIRED SEPARATE BUILDINGS WITH IMAGINARY LOT LINE BETWEEN (705.3). NUMBER OF EXITS PROVIDED =6 SNOW: 0 BUILDING USE AND OCCUPANCY PER ROOM PER TABLE 705.8 A 25'-30' FIRE SEPARATION DISTANCE ON AN UNPROTECTED, NONSPRINKLED BUILDING MAY HAVE UP TO 70% ALLOWABLE WALL OPENING. WIND: 110 MPH 1d FOR CALCULATIONS BUILDING CONFORMS TO A-2 SAFETY REQUIREMENTS AS f ff NEW BUILDING 1525-2 MIN. FROM E BARN T THE HE EAST PROPERTY () ( LINE IS ASSUMED HALFWAY BETWEEN EENTWO BUILDINGS AS SHOWN ON SOIL: 150 P S REFER TO SOILS REPORT) OR SITE PLAN, SHEET 2). THE EAST WALL OF THE NEW BUILDING HAS AN OPENING AREA OF 40% (24.96 S.F. OPENINGS & 432 S.F. WALL). DESIGNED, THER CIRI SEISMIC: SITE CLASS D SEPARATION BETWEEN SPACES IS REQUIRED. THEREFORE WALL MEETS REQUIREMENTS AND NO FIRE PROTECTION NEEDED. of 39 _ _ NO PART OF THE NEW BUJLDING IS LESS THAN 5 .FROM (E) BARN, NO FIRE PROTECTION NEEDED. r oo� xo �s •fir`' h} 0 c} y� i s f � c� .. LL LL • Lu • cf • • .. Lu cy) .. . . . . cr- • OU CC c .. I" JANUARY 14, 2015 AN CHECK CORRECTION I SET I I � J DESIGNED, THER CIRI SEISMIC: SITE CLASS D SEPARATION BETWEEN SPACES IS REQUIRED. THEREFORE WALL MEETS REQUIREMENTS AND NO FIRE PROTECTION NEEDED. of 39 _ _ NO PART OF THE NEW BUJLDING IS LESS THAN 5 .FROM (E) BARN, NO FIRE PROTECTION NEEDED. GENERAL NOTES 1. THE C014TRACTOP SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SiTE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. HE WILL IMMEDIATELY NOTIFY THE ENGINEER AND THE OWNER OF ANY DISCREPANCIES. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WiTH LOCAL STANDARDS AND TO THE APPLICABLE PROV151ON5 OF THE CURRENT EDITION OF THE CA BUILDING CODE, CFC, GPC, NEC_ 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES ON THiS SHEET. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS A5 REQUIRED. 5. ALL WORK SHALL CONFORM TO BUTTE COUNTY STANDARDS, MUNICIPAL CODES AND THEiR REFERENCES. 6. NOTE REGARDING EARTHWORK: EVERY EFFORT HAS BEEN MADE TO PROVIDE A DESIGN TO ACHIEVE A BALANCED 51TE, HOWEVER, ROBERTSON ERICKSON DOES NOT WARRANT OR GUARANTEE A BALANCEDSITE. FACTORS AFFECTING A SITE BALANCE INCLUDE SOILS FACTOR (VOLUME CHANGE), TYPE AND EXTENT OF UTILITY TRENCHES, 5UBGRADE DEPTHS, PAD GRADING, AND LANDSCAPE TREATMENTS, THE CONTRACTOR SHOULD MAKE HIS OWN ESTIMATES OF EARTH- WORK QUANTITIES AND RELY ON THEM. THE CONTRACTOR SHOULD AL50 MAKE PROVISIONS FOR AN IMBALANCE BY IDENTIFYING ON-SITE OR OFF-SITE DISPOSAL OR EXTRACTION SiTES, AND BY PROVIDING REASONABLE CONTINGENCIES FOR PAYING FOR SUCH WORK. 1. ALL MATERIALS SPECIFIED ON THESE PLANS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. S. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS OR UNDERGROUND FACILITIES DAMAGED BY THEIR COMPANY, THEIR 5UBCONTRACTOP-5 OR THEIR MATERIAL SUPPLIERS. 517E CLEARING I. REMOVE SURFACE DEBRIS. 2. DEMOLISH AND REMOVE CONCRETE, PAVING, AND ETC. IN CONSTRUCTION AREA. 3. CLEAR NEW CONSTRUCTION AREA OF PLANT LiFE AND GRASS. 4. CONFORM TO APPLICABLE CODE FOR DISPOSAL OF DEBRIS. 5. COORDINATE CLEARING WORK WITH UTILITY COMPANIES. PROTECTION 1. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, ROAD5,5IDEWALKS, PAVING, AND CURBS. 2. PROTECT ABOVE OR BELOW GRADE UTILITIES WHICH ARE TO REMAIN. 3. PROTECT ALL LANDSCAPING AND TREES THAT ARE TO REMAIN. PREPARATION 1. IDENTIFY KNOWN BELOW GRADE UTILITIES. CALL UNDERGROUND SERVICES ALERT (U.5.A.) 48 HOURS BEFORE EXCAVATION. STAKE AND FLAG LOCATIONS. ROBERT50N EPICKSON WiLL NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. 2. IDENTIFY AND FLAG ABOVE GRADE UTILITIES. 3. MAINTAIN AND PROTECT EXISTING UTILITIES REMAINING WHiCH PASS THROUGH WORK AREA. 4. UPON DISCOVERY OF UNKNOWN UTILITIES OR CONCEALED CONDITIONS, DISCONTINUE AFFECTED WORK; NOTIFY ARCHITECT. PAVEMENT 5ECTION5 1. ASPHALT CONCRETE SHALL BE TYPE B (3/4"MAX) WiTH FOG SEAL OVER CLASS 2 AGGREGATE BASE. ENGINEERED FILL/NATIVE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION (12" DEPTH). ON-SITE CONCRETE= 1. PORTLAND CEMENT SHALL CONFORM TO A5TM C 150, TYPE 11 OR it -LOW ALKALI. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C 33, AND GRADE A PER THE CALIFORNIA BUILDING CODE. MAXIMUM AGGREGATE 51ZE FOR FOOTINGS, SLABS -ON -GRADE AND MA55 CONCRETE SHALL NOT EXCEED 1-1/211. MAXIMUM AGGREGATE SiZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4". 2. CONTROL JOiNT SPACING SHALL NOT EXCEED 8 FEET ON CENTER BOTH WAYS OR A5 5HOWN ON THESE PLANS. 3. CONTROL JOINTS SHALL HAVE A DEPTH NOT LESS THAN 1/4 THE SLAB THICKNESS. 4. INSTALL EXPANSION JOINTS WHERE CONCRETE 15 POURED AGAINST PERMANENT OBJECTS. 5. MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE 2500 PSI is 28 DAYS 6. THE OUTSIDE DIAMETER (O.D.) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER D.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 1. SIDEWALKS SHALL BE 4" THICK CONCRETE MiNIMUM OVER 4" CRUSHED ROCK CONTROL JOINTS AT 4'0,C. STORM DRAIN SYSTEM I. STORM DRAIN PIPES SHALL BE HIGH DEN5ITY POLYETHYLENE PIPE (HDPE) WITH SMOOTH INTERIOR. OR APPROVED EQUIVALENT. PIPES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.). 2. AREA DRAINS 4 MANHOLES SHALL BE COOK CONCRETE PRODUCTS OR AN APPROVED EQUIVALENT, AND RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. SANITARY SEWER SYSTEM 1. SANITARY SEWER PIPE SHALL BE PVC SCHEDULE 40, RATED FOR H2O LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION. 2. SEPTIC TANKS 4 CLEANOUT5 SHALL BE RATED FOR H-20 LOADING A5 DETERMINED BY THE D.O.T. PERMITTED CONFINED SPACES PER THE STATE AND FEDERAL OSHA REQUIREMENTS. THE LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN WERE DETERMINED FROM SURFACE FEATURES AND RECORD MAPS ONLY. CERTAIN UNDERGROUND OBSTRUCTIONS AND UTILITIES MAY NOT BE SHOWN. POTHOLE ALL EX15TING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL SEWER 4 STORM DRAiN WORK TO COMMENCE AT THE DOWNSTREAM END OF LiNES. WHERE A CONNECTION 15 TO BE MADE TO AN EX15TING SEWER OR STORM DRAIN STRUCTURE, SAID EXISTING SEWER OR STORM DRAIN STRUCTURE SHALL BE UNCOVERED AND CHECKED FOR LOCATION AND ELEVATION PRIOR TO 5UBMiTTING CUT SHEETS TO THE ARCHITECT. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD INFORMATION SHALL BE REPORTED TO THE ARCHITECT AND CIVIL ENGINEER. ALL REQUIRED FIRE HYDRANTS MUST BE IN PLACE AND USABLE BEFORE ANY FLAMMABLE CONSTRUCTION MATERIALS ARE BROUGHT ON TO THE SITE AND MUST REMAIN ACCESSIBLE AND USABLE BY THE FIRE DEPARTMENT AT ALL TIMES DURING CONSTRUCTION. WHEN FIRE PROTECTION, INCLUDING FIRE APPARATUS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, 15 REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING CONSTRUCTION (2001 CFC SECTION 901) ELEVATIONS ARE BASED ON BM #295 A BRASS CAP AT THE SOUTHWEST CORNER OF THE MIDWAY BRIDGE OVER HAMLiN SLOUGH A5 ELEV. = 131.38' NGVD 29 DATUM. ADD 2.33' TO OBTAIN NAVD 88 DATUM. CONTOUR INTERVAL 19 i' ALL WORK IN COUNTY RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT PERMIT. A TRAFFIC CONTROL PLAN MAY BE REQUIRED. PROPERTY LINE LOCATIONS ARE BASED ON RECORD INFORMATION AND SHALL BE CONSIDERED APPROXIMATE. EXACT LOCATIONS CAN ONLY BE DETERMINED WITH A RECORD OF SURVEY. CALL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS AT 538-1681 TO SCHEDULE INSPECTION AT LEAST 24 HOURS PRIOR TO CON5TRUCTION. DESIGN AND CONSTRUCTION OF ACCESSIBILITY RAMPS, ACCESSIBLE PARKING, AND SIGNAGE NOT REVIEWED OR APPROVED BY THE PUBLIC WORKS DEPARTMENT. APPROVED FOR CONSTRUCTION MiKE CRUMP RCE 41911 DATE DIRECTOR OF PUBLIC WORKS REG. EXPIRES 3/31/14 ABBREVIATIONS A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE BFP BACK FLOW PREVENTER C BREAK LiNE C COMPACT CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC. CONCRETE DI DROP INLET D5 DOWNSPOUT DW DRIVEWAY E ELECTRIC EP EDGE OF PAVEMENT EX EXISTING corn Q T FH FiRE HYDRANT FL FLOW LINE FS FINISHED SURFACE G GAS gb vW GR GRATE ELEVATION In GRADE TO DRAIN HDPE LEGEND0 iNV INVERT OF PiPE ICV IRRIGATION CONTROL VALVE 1RRIG. IRRIGATION LF Ln 0) 00 W SHORING 4 SAFETY NOTES WM WATER METER WV WATER VALVE D N E THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS 0 BOLLARD (N) E NEW ELECTRICAL CONDUIT � W z 0 Ln 00 °1 O u = OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS --- J2J -- ELEVATION CONTOUR LINE D NEW DATA LINE o ._ L leu DURING DEMOLITION AND CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO X FENCE LINE ATT NEW TELECOMMUNICATIONS LINE c N 0 x � LL a, BRACING, SHORING, SCAFFOLDING, PLANKING, ETC. THE CONTRACTOR, AT HiS OWN EXPENSE SHALL UJ W W b ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY FIRE HYDRANT -(N) W NEW WATER LiNE (U.G.) Z 2 �j o 0 MEASURES SHALL BE USED AND INSPECT SAME AT THE JOB SITE. OBSERVATION VISITS TO THE SITE BY 55 NEW SANITARY SEWER LiNE ,� Ln M In THE ARCHITECT OR ENGINEER SHALL NOT CONSTITUTE INSPECTION OF THE ABOVE ITEMS. THE ENGINEER m IRRIGATON CONTROL VALVE r 0Go 0 u° m IS NOT RESPONSIBLE FOR INSPECTION OR ACCEPTANCE OF WORKMANSHIP OR MATERIALS ON THIS 55F NEW SANITARY SEWER FORCE MAIN (DW Z � u ° PROJECT. � SIGN 5D NEW STORM DRAIN LINE � co o HAZARD IDENTIFICATION: • SOiL TEST LOCATION RWL RAIN WATER LEADER FROM DOWNSPOUTS O J U CONTRACTORS ARE HEREBY ADVISED THAT THEY MAY BE EXPOSED TO HAZARDOUS CONDITIONS WHEN ® WATER METER INSTALLING OR MODIFYING SANITARY SEWER PIPELINES AND STRUCTURES. SOME OF THESE HAZARDS INCLUDE BUT ARE NOT LIMITED TO: EXPOSURE TO HAZARDOUS GASES DEFICIENT ENVIRONMENTS, AND POWER POLE SYSTEMS SUCH AS HYDROGEN SULFIDE, CARBON DIOXIDE, METHANE, OXYGEN DEFICIENT ENVIRONMENTS, AND OTHER FLAMMABLE OR EXPLOSIVE GASES, EXPOSURE TO SEWAGE WHICH MAY CONTAIN 100,0 FS FiNISH SURFACE ELEVATION BACTERIOLOGICAL, CHEMICAL AND OTHER CONSTITUENTS HARMFUL TO HUMANS, AND EXPOSURE TO AREAS WHICH HAVE LiMiTED OR RESTRICTED ACCESS AND EGRESS, WHiCH MAY BE CONSIDERED 57 TREE 4 INDICATED DIAMETER IN INCHES PERMITTED CONFINED SPACES PER THE STATE AND FEDERAL OSHA REQUIREMENTS. THE LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN WERE DETERMINED FROM SURFACE FEATURES AND RECORD MAPS ONLY. CERTAIN UNDERGROUND OBSTRUCTIONS AND UTILITIES MAY NOT BE SHOWN. POTHOLE ALL EX15TING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL SEWER 4 STORM DRAiN WORK TO COMMENCE AT THE DOWNSTREAM END OF LiNES. WHERE A CONNECTION 15 TO BE MADE TO AN EX15TING SEWER OR STORM DRAIN STRUCTURE, SAID EXISTING SEWER OR STORM DRAIN STRUCTURE SHALL BE UNCOVERED AND CHECKED FOR LOCATION AND ELEVATION PRIOR TO 5UBMiTTING CUT SHEETS TO THE ARCHITECT. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD INFORMATION SHALL BE REPORTED TO THE ARCHITECT AND CIVIL ENGINEER. ALL REQUIRED FIRE HYDRANTS MUST BE IN PLACE AND USABLE BEFORE ANY FLAMMABLE CONSTRUCTION MATERIALS ARE BROUGHT ON TO THE SITE AND MUST REMAIN ACCESSIBLE AND USABLE BY THE FIRE DEPARTMENT AT ALL TIMES DURING CONSTRUCTION. WHEN FIRE PROTECTION, INCLUDING FIRE APPARATUS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, 15 REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING CONSTRUCTION (2001 CFC SECTION 901) ELEVATIONS ARE BASED ON BM #295 A BRASS CAP AT THE SOUTHWEST CORNER OF THE MIDWAY BRIDGE OVER HAMLiN SLOUGH A5 ELEV. = 131.38' NGVD 29 DATUM. ADD 2.33' TO OBTAIN NAVD 88 DATUM. CONTOUR INTERVAL 19 i' ALL WORK IN COUNTY RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT PERMIT. A TRAFFIC CONTROL PLAN MAY BE REQUIRED. PROPERTY LINE LOCATIONS ARE BASED ON RECORD INFORMATION AND SHALL BE CONSIDERED APPROXIMATE. EXACT LOCATIONS CAN ONLY BE DETERMINED WITH A RECORD OF SURVEY. CALL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS AT 538-1681 TO SCHEDULE INSPECTION AT LEAST 24 HOURS PRIOR TO CON5TRUCTION. DESIGN AND CONSTRUCTION OF ACCESSIBILITY RAMPS, ACCESSIBLE PARKING, AND SIGNAGE NOT REVIEWED OR APPROVED BY THE PUBLIC WORKS DEPARTMENT. APPROVED FOR CONSTRUCTION MiKE CRUMP RCE 41911 DATE DIRECTOR OF PUBLIC WORKS REG. EXPIRES 3/31/14 ABBREVIATIONS A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE BFP BACK FLOW PREVENTER BL BREAK LiNE C COMPACT CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC. CONCRETE DI DROP INLET D5 DOWNSPOUT DW DRIVEWAY E ELECTRIC EP EDGE OF PAVEMENT EX EXISTING FDC FiRE DEPARTMENT CONNECTION FH FiRE HYDRANT FL FLOW LINE FS FINISHED SURFACE G GAS gb GRADE BREAK GR GRATE ELEVATION gtd GRADE TO DRAIN HDPE HIGH DEN5ITY POLYETHYLENE iNV INVERT OF PiPE ICV IRRIGATION CONTROL VALVE 1RRIG. IRRIGATION LF LINEAR FEET LOC LOCATION DURHAM �k�o DAYTON HWY m d Z 70 WHITE DR. / SITE LOCATION i i VICINITY MAP DURHAM,CA NTS L5 LANDSCAPE MB MAILBOX (N) NEW NTS NOT TO SCALE OHE OVERHEAD ELECTRIC PiV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE ROW RiGHT OF WAY RWL RAIN WATER LEADER 513G SOUTHWEST BELL CORPORATION 5D STORM DRAIN SDMH STORM DRAIN MANHOLE SF SQUARE FEET SiM. SIMILAR SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SW SIDEWALK T TREE TC TOP OF CURB TP TELEPHONE POLE TBM TEMPORARY BENCH MARK TW TOP OF WALL TYP. TYPICAL U,G. UNDERGROUND W WATER WM WATER METER WV WATER VALVE a CI -0 TITLE SHEET C2-0 EXISTING TOPOGRAPHY C3-0 GRADING PLAN C3-1 GRADING PLAN C4-0 UTILITY PLAN C4-1 UTILITY PLAN C5-0 PAVING PLAN C6 -O DETAIL SHEET C6 -I DETAIL SHEET C6.2 NOTES SHEET [�-2,Yx'2 PE'V `+;�.o+AFNT, r.,., -.S lz DA i L 6- BY - 14 -582 Lo JCM I 1 of 10 z Q40 w z � Q x w�aQ El W � z Lo JCM I 1 of 10 co _ - " -- W Ln Ln 00 i co 'Acv, E L m co U rn 0 In E x Y.Wfr W q a xVd tA U 0 6 In 4.3 Z 2 P 00 M OJ J/Z 00 w 00 Ln PP CIP so BOLLARDS M SQLAR PANELS I HEADWALL PP 127 --- ILO WELL SILO 5tL0 C / .. . / . BOLLARE)5-., . I) PP SS LIDS 0 0 44 T 0 BUILDING 31 T CONC CONCOr' 51 48 T 56 LIDS TREE "10" LID 0 CLUSTER BUILDING TO REMAIN CONCRETE - cu DFMOID THE BEARINGS SHOWN HEREON ARE ASSUMED. SHED ROOF SHED RELOCATE ELEVATIONS ARE BASED ON BM $295 A BRASS CAP AT THE M ^= THE MIMI MIDWAY A *vO BRIDGE OYER U A MI IK I SOUTHWEST milki" SLOUGH AS ELEV. = 131-38'USC$GS DATUM. ADD 2.33' TO OBTAIN NAVD 88 DATUM. CONTOUR INTERVAL IS 1.0' ITEMS D15PLAYED ARE BASED ON SURFACE EVIDENCE. SUB -SURFACE STRUCTURES ARE APPROXIMATE. UTILITY INFORMATION 15 BASED ON RECORD INFORMATION WHICH MAY OR MAY NOT BE CONSIDERED RELIABLE. THIS INFORMATION WAS COMPARED TO 5UPFACE EVIDENCE IN AN ATTEMPT TO REFLECT REALISTIC UTILITY CONDITIONS. ROBERTSON ERICKSON DOES NOT ASSUME ANY LIABILITY FOR THE EXISTENCE OR NON-EXISTANCE OF UNDERGROUND UTILITIES. 51LO PORTION OF BUILDING TO BE EMO'D soft test area BUILDING HEADWALL i �` A COO 00 PORTION OF SHED ROOF TO ImrT DEMO'D t err: ELEC PANEL PORTION OF BUILDING -C ROOF TO REMAIN 10 6 PE11MIT 4 771 DATL BY 14-582 CII LO CD m LN - C260 Jcm 1 2 of 101 35 T ATT VAULT 35 T PP 34 T SiL E 40 T SATELITE 39 T 46 TNCs CONC 56 T PP SS LIDS 0 0 44 T 0 BUILDING 31 T CONC CONCOr' 51 48 T 56 LIDS TREE "10" LID 0 CLUSTER BUILDING TO REMAIN CONCRETE - cu DFMOID THE BEARINGS SHOWN HEREON ARE ASSUMED. SHED ROOF SHED RELOCATE ELEVATIONS ARE BASED ON BM $295 A BRASS CAP AT THE M ^= THE MIMI MIDWAY A *vO BRIDGE OYER U A MI IK I SOUTHWEST milki" SLOUGH AS ELEV. = 131-38'USC$GS DATUM. ADD 2.33' TO OBTAIN NAVD 88 DATUM. CONTOUR INTERVAL IS 1.0' ITEMS D15PLAYED ARE BASED ON SURFACE EVIDENCE. SUB -SURFACE STRUCTURES ARE APPROXIMATE. UTILITY INFORMATION 15 BASED ON RECORD INFORMATION WHICH MAY OR MAY NOT BE CONSIDERED RELIABLE. THIS INFORMATION WAS COMPARED TO 5UPFACE EVIDENCE IN AN ATTEMPT TO REFLECT REALISTIC UTILITY CONDITIONS. ROBERTSON ERICKSON DOES NOT ASSUME ANY LIABILITY FOR THE EXISTENCE OR NON-EXISTANCE OF UNDERGROUND UTILITIES. 51LO PORTION OF BUILDING TO BE EMO'D soft test area BUILDING HEADWALL i �` A COO 00 PORTION OF SHED ROOF TO ImrT DEMO'D t err: ELEC PANEL PORTION OF BUILDING -C ROOF TO REMAIN 10 6 PE11MIT 4 771 DATL BY 14-582 CII LO CD m LN - C260 Jcm 1 2 of 101 i SEE LANDSCAPE ARCHITECT PLANS FOR L5 FEATURES 21.3 --20' i 121.6 FS 128.00 FF EX. BLD. 121.5 GR SEE SHEET 3.1 FOR GRADING CONTINUATION ' \ 121.90 FS _ 121.5 GR � -' r - -�' 421.95 FS 128.00 F5 121.9 S .l 121b F5 match ex. 121.5 GR 1 / 128.10 FS 12- 0 F5 128.60 TC 128830 TG 128.10 F5 ` 0128.60 TG 127.80 S 'A -J-- 128.30 TC "J 129.0 FS 121.8 GR i� X11 127.5 �- EE ARCHITECTURAL PLANS FOR HVAC 128 5 PEA 12820 FS 1211.95 TG 128.10 TC 128.45 F5.�� 128.95 TC s 12830 FS t� 128 80 TC r 128.45 FS 128.95 TC 128.5 GR nV� a r _ 121.6 GR 128.10 A55UMED NEW EDGE OF BLD. 121.0 8 F 128.10 FS _:128.60 128.0 GR i 18.00 F5 121.25 FS 128.50 TC 2 r 128.10 FS 128.60 TC 128.5 G12 5 121 F5 (29.10 FF f 6 121 3 28 F5 -- �'� 121.10 F5 128,0 GR // 127.60 TG 12 1 12,, 30 F5 T \'� 1 C 121.80 6.8- TG; 12 128. / G 121.48 -/ 12 7.98 7TC GR SEE LANDSCAPE ARCHITECT PLANS FOR LANDSCAPE 128.0 4 MICRO -GRADING ---� t /� FEATURES CORNER OF CONGRE `� � _-D -IDGE. ELEV = 131.28' AREA Q CONSTRUCTION NOTES C: V �'l• VI /f W Ln Ln o rrn� r4 X 00 0 C o c _o �f/ Q W w LLn TTE W N +, ._ a, 4.3 Z min �o O u �W M 0s -� a o W V D m Ln 20J` ,lb • • 20 40 .• SCALE:• # _ 1'°.r, DF: i"E - - '='Y-- - - --- - I AGGREGATE BASE DRIVEWAY 4 PARKING PER COORDINATION WITH OWNER. GRADE TO DRAIN. 2 INSTALL CONCRETE SIDEWALK. SEE SHEET C6.0/1 FOR DETAILS. 3 INSTALL 6" VERTICAL CONCRETE CURB, SEE SHEET C6.0/1 FOR DETAILS. 4 INSTALL CONCRETE WHEEL STOPS. SEE SHEET C6.0/3 FOR DETAILS. 5 INSTALL CONCRETE IN ADA PARKING AREA. SEE SHEET C5.0 FOR DETAILS. 6 INSTALL ACCESSIBLE PARKING W/ NECESSARY STRIPING 4 SIGNAGE. SEE SHEET C6.0/4 FOR DETAILS. I INSTALL 36" OF TRUNCATED DOMES WHEN A WALK ADJOINS A VEHICLE TRAFFIC WAY PER CBC 11338.8.5. SEE SHEET C6.0 FOR DETAILS. 14-582 JCM C3.0 3 of 10 O CONSTRUCTION NOTES I INSTALL AGGREGATE BASE DRIVEWAY 4 PARKING. SEE SHEET C5.0 FOR LOCATIONS 4 THICKNE55. 2 INSTALL DRIVEWAY APPROACH. SEE SHEET Cro.O COUNTY STD. 5-31 SIMILAR FOR DETAILS. SEE SHEET C5.0 FOR PAVING LOCATIONS. 3 SEE MELTON DESIGN GROUP PLANS FOR GATE, FENCE 4 LANDSCAPING DETAILS. 20 O 20 40 4 NEW SD PIPE IF REQUIRED BY COUNTY. SEE SHEET C6.0 COUNTY STD. 5-31 SIMILAR FOR DETAILS. PROVIDE PROPER COVER OVER 5D PIPE. SCALE: 1" =20' —� \match ex. i� " v,j�. _- XIX R 45' 1213 FS match ex. 24' 28.58 EP match ex. - X x R 45 X f! x ,2" x F5 h ex. r� X LX---X—X—x----x x—X—X --- x - SEE SHEET 3.0 FOR GRADING CONTINUATION H x Q„ �f x 00 b k 'J DAiE f 14-582 F (o ! 0 °C r U� •4 vW f y U� Ln Cn 00 . r_ L r]tn1 UJ t' �c •v N E W 3 LA I r �� �m Ln /•-' O CE r N X O KJ W CC 2 � LL N -R � vo aJ O Z rrnn �w &n U 4A C U W 00 a0 1 t qT v� .O p L XIX R 45' 1213 FS match ex. 24' 28.58 EP match ex. - X x R 45 X f! x ,2" x F5 h ex. r� X LX---X—X—x----x x—X—X --- x - SEE SHEET 3.0 FOR GRADING CONTINUATION H x Q„ �f x 00 b k 'J DAiE f 14-582 F (o ! 0 °C r U� •4 vW f y U� Ln Cn 00 XIX R 45' 1213 FS match ex. 24' 28.58 EP match ex. - X x R 45 X f! x ,2" x F5 h ex. r� X LX---X—X—x----x x—X—X --- x - SEE SHEET 3.0 FOR GRADING CONTINUATION H x Q„ �f x 00 b k 'J DAiE f 14-582 F (o 0 °C U� vW Ln U� Ln Cn 00 . r_ L r]tn1 UJ t' �c •v N E W 3 LA I r �� �m Ln o O CE r N X O v W CC 2 � LL N -R � vo aJ O Z rrnn �w &n U 4A C U W 00 a0 1 t qT v� .O p L ..ice J I 0 O > M Ln Lo Co C3.1 JCM 1 4 of 10 Jf \ d t a\ Z \ � d �d L \ SEE SHEET 41 FOR UTILITY CONTINUATION e i P / � d 1' 1273 GR 1 8 12617 6 INV \ d i \\d k INV '1 127.5',GF F� r' try, i 7 12?.6 GR S GR 1213 GR 25.95 6 INV 8 '_- 10coe orX ---- ' ,i 128.00 FF EX BLD. 121.5 GR \ \ 8 125.10 6 IN ` s \ B "s S, �S 2 S -I 6"m PIPE 64 LF 5-.005 sm a 128.5 GR 0 � r 8A GR g AI28b V INV 12910 FF .5 GR 121A GR 125.5 6 12535 8" 1N 128.5 L 128A GR PtNMlT # B-0 s e ^ IJ 12535 4 IN 125.02 811INV �3 s=1005 �s 3 INSTALL 1500 GAL. SEPTIC TANK WITH PUMP ON OUTLET SIDE (JENSEN JP1500EE-ST OR APPROVED i l Ls 5 APPROXIMATE WASTEWATER 5Y5TEM CONTROL PANEL LOCATION. SUPPLY POWER AS NECESSARY. Ls 00 pot 20 O 20 40 60' 6 INSTALL 140 LF 1"0 PRESSURE DISPERSAL LINE. SEE SHEET C61/9 FOR TRENCH BACK FILL DETAILS. \Pib* p0Lg 30 INSTALL 18" AREA DRAIN. SEE SHEET C6.0/7 FOR DETAILS. 'gym 8 INSTALL LANDSCAPE DRAIN 4 6" O PIPE (0.5% MIN SLOPE) TO TIE INTO AREA I, DRAINS. SEE SHEET C6.0/2. 9 45 V� 5�5 ���� `5 j. 10 INSTALL ELECTRICAL CONDIUT. SEE SHEET C6.0/9 FOR TRENCH DETAILS. COORDINATE WITH �1 28.00 GR 11 NOT USED 12 12515 6 IN' AREA DRAIN. CONTRACTOR TO LOCATE ALL DOWNSPOUTS AS NECESSARY TO TIE 1N. SIMILAR TO `. 1' 13 NEW YARD LIGHT. SEE PLANS BY OTHERS FOR DETAILS, PROVIDE ELECTRICAL CONDUIT AND WIRE AS NECESSARY. 1, {'t Jf \ d t a\ Z \ � d �d L \ SEE SHEET 41 FOR UTILITY CONTINUATION e i P / � d 1' 1273 GR 1 8 12617 6 INV \ d i \\d k INV '1 127.5',GF F� r' try, i 7 12?.6 GR S GR 1213 GR 25.95 6 INV 8 '_- 10coe orX ---- ' ,i 128.00 FF EX BLD. 121.5 GR \ \ 8 125.10 6 IN ` s \ B "s S, �S 2 S -I 6"m PIPE 64 LF 5-.005 sm a 128.5 GR 0 � r 8A GR g AI28b V INV 12910 FF .5 GR 121A GR 125.5 6 12535 8" 1N 128.5 L 6 se p: to 26.8 GR 1245 12" INV 11 124.83 8" INV 125.0 6" INV UTILITY CON15TRUCTION NOTF5 N� 0 W u, ! /Lm 000 r / E u N p F M 0 In X f/ O x V RS Qi p .. W c— V C c z M N '�_ o 0 %F Ln 00 p M QJ Go V rn c W 00 i ren Ln os 1k,— 128A GR PtNMlT # B-0 s e ^ IJ 12535 4 IN 125.02 811INV �3 s=1005 �s 3 INSTALL 1500 GAL. SEPTIC TANK WITH PUMP ON OUTLET SIDE (JENSEN JP1500EE-ST OR APPROVED 12 Ls 5 APPROXIMATE WASTEWATER 5Y5TEM CONTROL PANEL LOCATION. SUPPLY POWER AS NECESSARY. Ls 00 pot 20 O 20 40 60' 6 INSTALL 140 LF 1"0 PRESSURE DISPERSAL LINE. SEE SHEET C61/9 FOR TRENCH BACK FILL DETAILS. \Pib* p0Lg 30 INSTALL 18" AREA DRAIN. SEE SHEET C6.0/7 FOR DETAILS. 'gym 8 INSTALL LANDSCAPE DRAIN 4 6" O PIPE (0.5% MIN SLOPE) TO TIE INTO AREA : DRAINS. SEE SHEET C6.0/2. 9 45 V� 5�5 ���� `5 j. 10 INSTALL ELECTRICAL CONDIUT. SEE SHEET C6.0/9 FOR TRENCH DETAILS. COORDINATE WITH 28.00 GR 11 NOT USED 12 12515 6 IN' AREA DRAIN. CONTRACTOR TO LOCATE ALL DOWNSPOUTS AS NECESSARY TO TIE 1N. SIMILAR TO `. C6.0/2. 13 NEW YARD LIGHT. SEE PLANS BY OTHERS FOR DETAILS, PROVIDE ELECTRICAL CONDUIT AND WIRE AS NECESSARY. 6 se p: to 26.8 GR 1245 12" INV 11 124.83 8" INV 125.0 6" INV UTILITY CON15TRUCTION NOTF5 N� 0 W u, ! /Lm 000 r / E u N p F M 0 In X f/ O x V RS Qi p .. W c— V C c z M N '�_ o 0 %F Ln 00 p M QJ Go V rn c W 00 i ren Ln os 1k,— PtNMlT # INSTALL 4"0 55 PIPE FROM BUILDING TO NEW TANK 2% MIN 51 -OPE _ 2 INSTALL 1"0 PVC SCH 40 PVC FORCE MAIN W/ 24" MIN COVER. SSFM TO GO UNDER SD PIPE. W DAiE -�'��G BY U_ 14-582 JCM 0: U C4. 0 5 of 10 �• i INSTALL 4"0 55 PIPE FROM BUILDING TO NEW TANK 2% MIN 51 -OPE 2 INSTALL 1"0 PVC SCH 40 PVC FORCE MAIN W/ 24" MIN COVER. SSFM TO GO UNDER SD PIPE. 3 INSTALL 1500 GAL. SEPTIC TANK WITH PUMP ON OUTLET SIDE (JENSEN JP1500EE-ST OR APPROVED EQUAL). SEE SHEET C6.1 FOR TANK DETAILS AND SHEET C61 FOR PUMP/FLOAT DETAILS. INSTALL 2 -WAY SANITARY SEWER CLEANOUT. SEE SHEET C6.0/6 FOR DETAILS. 5 APPROXIMATE WASTEWATER 5Y5TEM CONTROL PANEL LOCATION. SUPPLY POWER AS NECESSARY. PROVIDE GFCI AUXILLARY PLUG NEARBY. 20 O 20 40 60' 6 INSTALL 140 LF 1"0 PRESSURE DISPERSAL LINE. SEE SHEET C61/9 FOR TRENCH BACK FILL DETAILS. 17 ' 7 INSTALL 18" AREA DRAIN. SEE SHEET C6.0/7 FOR DETAILS. 8 INSTALL LANDSCAPE DRAIN 4 6" O PIPE (0.5% MIN SLOPE) TO TIE INTO AREA : DRAINS. SEE SHEET C6.0/2. 9 INSTALL 2" DOMESTIC WATER, 2.5" ATT CONDIUT 41.511 CAMERA CONDIUT . SEE SHEET C6.0/9 FOR TRENCH DETAILS. COORDINATE WITH OWNER FOR WATER, ATT 4 CAMERA CONNECTION POINTS. 10 INSTALL ELECTRICAL CONDIUT. SEE SHEET C6.0/9 FOR TRENCH DETAILS. COORDINATE WITH OWNER FOR ELECTRIC CONNECTION POINT. 11 NOT USED 12 INSTALL 4"0 RAIN WATER LEADER PIPE UNDER WALKWAY AS SHOWN (0.5% MIN SLOPE) TO TIE INTO AREA DRAIN. CONTRACTOR TO LOCATE ALL DOWNSPOUTS AS NECESSARY TO TIE 1N. SIMILAR TO `. C6.0/2. 13 NEW YARD LIGHT. SEE PLANS BY OTHERS FOR DETAILS, PROVIDE ELECTRICAL CONDUIT AND WIRE AS NECESSARY. 14-582 JCM 0: U C4. 0 5 of 10 i X r 20 O 20 SCALE: !" =20' 40 60 f, rm—ol 0 SEE SHEET 4.0 FOR UTILITY CONTINUATION V UTILITY CON5TPUCTION NOTE5 9 INSTALL 2" DOMESTIC WATER, 2,5" ATT CONDIUT 41.511 CAMERA CONDIUT . SEE SHEET C6.0/9 FOR TRENCH DETAILS. COORDINATE WITH OWNER FOR WATER, ATT 4 CAMERA CONNECTION POINTS. PERA01T # � L 3t (.L �® P DATE 14-582 JCM C 0 z uJ 0 W v, w Lm 0o U) x WC � rn Moo 0 (� U Ln I CIO V c UOM J OC.4V 0WN!.-LLN cc 4V O'- v � � K,>., W c=toc 1f�1J Z g`^uo Ln T 00 00 en V 1 w ZDo 4 um a W J ' O 0 > M Ln a: U Lo co G) C4.1 6 of 10 z 0 w x �x � K,>., oo� w � z Lo co G) C4.1 6 of 10 NO CHANGES TO EXITING GATE/ENTRY. 40 O 40 80 120 SCALE: 1" =40' LEGEND DRIVE AI5LE/PARKING AREA EXISTING AGGREGATE BASE THICKI CONTRACTOR TO WORK WITH OWNEl ADDEOUATE AGGREGATE BASE DRl PARKING AREA. MINIMUM COMPACI 95% RELATIVE DENSITY. 51DEWALK 4.0" CONCRETE OVER 2" LEVELING ADA PARKING: 6" CONCRETE, OVER 4" CRUSHED FROCK is 95% R.D. OVER 12" SUBGRADE to 95% R.D. PROVIDE THICKENED 5LAB AT EDGE5. DRIVEWAY ENTRANCE AREA 4" TYPE "B" ASPHALT CONCRETE OVER 17" AB o 95% R.D. OVER 12" SUBGRADE o 95% R.D. X PERMIT # __ I✓ 9 r� PJrr� ( i,!�TYC vc Erd Sf7RV!CES C/ i E (i V6 BY_ ICSIF 14-582 Jcm r� 9VJ W Wi U 001 ' co N Q, 0 O 00 01 O 0 V G l.1 ... , ; \_._..._ �, -�_. • � ;: ; • `• O Ono .. moi'' C N� r i X Q m` V W LL a) 0 Z "' v o t , Ln vi co u I W co s v uao o J � 0 0 m Ln X PERMIT # __ I✓ 9 r� PJrr� ( i,!�TYC vc Erd Sf7RV!CES C/ i E (i V6 BY_ ICSIF 14-582 Jcm C 5. 0 7 of 10 r� 9VJ W Wi U 001 ' co N Q, 0 O 00 01 O 0 V G l.1 M O Oit 11LL. C N� r i X Q m` V W LL a) 0 Z "' v o Ln vi co u I W co s v uao o J � 0 0 m Ln C 5. 0 7 of 10 SIDEWALK- SEE ARCHITECTURAL PLANS FOR SCORING DETAILS. 6n * SEE THE GEOTECHNICAL INVESTIGATION 15% MA REPORT FOR SECTION AND INSTALLATION '� • . a , . • RECOMMENDATIONS *4" VARIES G4. t' 0"_611 311 ` • SEE THE PAVEMENT PLAN SHEET C5-0. THERE AE CL. 2 AG. BASE : ± r AGG. BASE ON EY 4 OF 4 - AREAS OF CONCRETE " OVER AGG BASE. v I= * TOP 12" SUBGRADE SCARIFY 4 COMPACT TO 959 REL. COMP. CU128,51DELUAL< PAVEMENT SECTION 12" MIN. NT5 GRATE I I III I I' l I ; I HDPE TYP 'S' SIZE PER PLAN ADS NYOPLAST DRAIN BASIN OR APPROVED EQUAL NOTE: DRAIN BASINS, TEES, ELBOWS ETC. TO BE SIZED TO ACCOMODATE PIPES. IN 51DEWALK AREAS USE LIDS W/ NON -SLIP SURFACE INSTEAD OF GRATES. LAND5CAPE DPAIN DETAIL CONCRETE PAVING OR AGG. BASE PARKING \ NT5 GRATE ADS NYOPLST INLINE DRAIN OR APPROVED EQUAL TEE 6" HIGH x 8" WIDE x4' LONG PRECAST CONCRETE WHEEL STOP GRATE ELBOW 18"x18"=26" OUTER DIMENSION + + + + + + + + + + + + + + + + + + + + + + + + + + 11 11=111= It F 2- #5x30 f�;+: DOWELS HEIGHT VARIES (SEE PLANS) WHEEL STOP DETAIL 3 NTS INSTALL WHEEL 5 W/ 2-1084 BARS ADHESIVE 2% MAX. SLOPE IN DIRECTION INSTALL PAVEMEN 5YMBOL ACCESSIBLE PARK GBG SEG IIB -502 INSTALL 10" 5Q. SIGN �-- 9' 8MIN. �-- 18"x18"=26" OUTER DIMENSION 0 WIDE STRIPES AT 3ro' O.C. WITHIN THE LOADING a UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING IN 12" HIGH LETTERS MIN. ,ACCESSIBLE PARKIING DETAIL NTS F ALUMINUM ALLOY SIGN W/ INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT LE55 THAN 70 50. INCHES IN SIZE, MTD. 80" ABOVE PAVING ON 2" DIA. GALV. STL. POST W A A/ 12" DIA. x V-01" DEEP CONC. FTG. LUMINUM ALLOY SIGN STATING "MINIMUM FINE 5250" LUMINUM ALLOY SIGN STATING "VAN ASSESSIBLEr 80" AT PARKING STALL LOCATION 24" t 12m-� ACCESSIBLE PARK-ING SIGN NTS INSTALL CHRISTY G5 BOX 4 LID MARKED SEWER OR EQUAL PLACE CONCRETE COLLAR AROUND BOX A5 SHOWN CLEANOUT 5ANITAPY 5EWEP CLEANOUT DETAIL APER DPAIN DETAIL NTS NTS GALVANIZED H2O TRAFFIC GRATE NOTES: 1. CONCRETE COMPRESSIVE STRENGTH 4000 PSI AT 28 DAYS REINFORCED FOR H-20 WHEEL LOADING. 2. ARCHED OPENINGS ARE SIZED AND LOCATED PER PLAN 3. GRATE SIZE=VARIES 4. BOX 4 GRATE TO BE DESIGNED BY PRECAST MANUFACTURER 5. VERIFY THAT BOX SIZE WILL ACCOMMODATE ALL PIPE SIZES WITH THE PRECAST BOX MANUFACTURER. INCREASE BOX SIZE AS NECE55ARY TO ACCOMMODATE ALL PIPES. Co. GROUT 4 SEAL BOX WALLS ONCE PIPES ARE PLACED. 1. BOX MAY HAVE OPEN BOTTOM WITH SUMP UNPAVED AREA EP EXIST. DIST. MIN.+ 14% DIST. MA� 2% *MIN. DEPTH MAk, l p� EDGE OF EXISTING PAVEMENT ,a FLOW LINE DITCH `i 9 z W 16' MIN. 24' MAX. *SEE DETAILED INFORMATION ON ENCROACHMENT PERMIT. *PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY COUNTY ROAD FOREMAN. AREA TO BE PAVED R/W T 10' MIN. _ , I PROPERTY LINE NOTES: I 1. PIPE TO BE C.M.P. OR EQUAL (12" DIA. MIN.) 2. PAVING SHALL CONSIST OF 4" OF AGGREGATE BASE, MIN., AND 2" OF ASPHALT CONCRETE, MIN. 3. IF THE ATTACHED DRIVEWAY ENCROACHMENT PERMIT IS ONLY TO REPLACE A DRAINAGE CULVERT IN AN EXISTING DRIVEWAY THEN THE STRUCTURAL SECTION FOR THE DRIVEWAY TRENCH SHALL BE THE SAME AS THE EXISTING DRIVEWAY STRUCTURAL SECTION. STANDARD FOR: PRIVATE DRIVEWAY DETAILS COUNTY STANDARD NO. ; S-31 • N.T.S. RES 06-149 10/24/06cµ, AG. BASE OR CONCRETE AREA MINIMUM is, FINAL BACK \ FILL W/ NOTES IF PIPES HAVE LESS NATIVE THAN 18" COVER THAN MINIMUM COVER COMPACTED XWARNING UTILIZE 2 SACK SLURRY X\� S5- 36" MIN. 70 90 R.D. TAPE BACKFILL UNDER TRAFFIC SD- 8" MIN �\� AREAS WM- 36" MIN. /\ NTS 5 (0.2')-1 I 1 (0.45") m Top Dia �-� I 23 mm 0 Base 1�LJ/1 Base Dia RAISED TRUNCATED DOME 42 mm (1.661 Center to center spacing ©60 mm (2.35') .i'S. apart _RAISED TRUNCATED DOME PATTERN (IN—LINE) NOTES: 1. pedestrian romps shall have o detectable warning surface that extends the full width and 914 mm (3'-0") depth of the ramp. Detectable Warning Surfaces shall conform to the details on this pion and the requirements in the Special Provisions. 2. The edge of the detectoble warning surface nearest the street shall be between 150 mm (6") and 205 mm (8") from the gutter flowline. STANDARD FOR' DETECTABLE WARNING SURFACE ,•. COUNTY STANDARD NO. ; S -5A {• N.T.S. RES 06-149 10/24/061c wog UUTT C,,U?'TY !aF--V--,;-r,•o �(aT,iS r �iH : DAIS 2i PA _BY 14-582 JCI[ KL VSAM COMPACTED' 12" TO 90% R.D. rOnn UJ e� DIAMETE --' PER PL N41' — 4 SAND ' •• ' • . '- ' ' I / HAUNCHING 4" SAND BEDDING • ' s • \/ \ LM U_ A M °' LOCATING WIRE FOR WM Use #12 AWG solid copper soft drawn insulated wire for entire length of trench. UTILITY TPENCH (TYPICAL) NTS 5 (0.2')-1 I 1 (0.45") m Top Dia �-� I 23 mm 0 Base 1�LJ/1 Base Dia RAISED TRUNCATED DOME 42 mm (1.661 Center to center spacing ©60 mm (2.35') .i'S. apart _RAISED TRUNCATED DOME PATTERN (IN—LINE) NOTES: 1. pedestrian romps shall have o detectable warning surface that extends the full width and 914 mm (3'-0") depth of the ramp. Detectable Warning Surfaces shall conform to the details on this pion and the requirements in the Special Provisions. 2. The edge of the detectoble warning surface nearest the street shall be between 150 mm (6") and 205 mm (8") from the gutter flowline. STANDARD FOR' DETECTABLE WARNING SURFACE ,•. COUNTY STANDARD NO. ; S -5A {• N.T.S. RES 06-149 10/24/061c wog UUTT C,,U?'TY !aF--V--,;-r,•o �(aT,iS r �iH : DAIS 2i PA _BY 14-582 JCI[ I� rOnn UJ e� vW LM U_ M °' •N (� t to qt Q1 Win (� v r4 oo 4M o 0 c ,.. MO in O Q rd r—i x O W M N 'L rn W u- a 11.1 2 Q 11A UI M OJ W 0. 00 �� u00 p 0 Q> in I� CO NA 1 Ivt Slope Ground Away from Riser 30" Q Fiberglass (bond to tank adapter with recommended adhesive) PVC Splice Box— with Cord Grips Conduit to --w— Controi Panel Conduit Seal Tank Adapter (cast or bolts 12" 18" 25" HIGH I nV>=1?iL LOW LEVEL ALARM 'OF PEA GRAVEL 1_1_�UU LTAL._LOI\I SEPTIC T/Al\r1_ LATERALS MUST BE PLACED/ FLAT AND AT SAME ELEVATION WITHIN EACH ZONE, NO SLOPING OF THE LATERALS WiLL BE ALLOWED. TEST LATERALS TO VERIFY ELEVATION. ADJUST TO ENSURE LEVELNESS PUMP/FLOAT DETAILS NTS SEE DETAIL 2 HEREON FOR TRENCH PIEZOMETER, BALL VALVE, AND ACCESS PORT DETAILS AT END OF EACH LATERAL / 1/8"0 ORIFICES 4' O.G. POINTED UP (TYPICAL) 1.01, 0 PVC LATERALS 70' (TYP.) SOLID ORIFICE SHIELD AT ALL ORIFICES (typ.) LEACH FIELD ZONE LAYOUT NTS Dischargge Assembly with anti -siphon valve shut off valve (for each pump) Outlet V`0 force main PVC Sch. 40 lexible Hoses 20" Opening min. 24" max. Level Control Check Valves (2) (2) (Model: P500512) Filter Cartridge DUPLEX PUMP VAULT PVU 68 2426 SUPPLIER TO VERIFY NOTE: ELEVATIONS BASED ON JENSEN CONCRETE 1,500 gal. TANK (JP1500EE). ANY SUBSTITUTIONS HAVE TO BE APPROVED BY ENGINEER. ORIFICES MUST BE DRILLED OR REAMED iN A SHOP SETTING WITH DRILL PRESS. ORFiCES MUST NOT BE LARGER THAN Ye" iN DIAMETER. THEY MUST BE CLEAN 4 FREE OF BURRS. ANY ORIFICES LARGER THAN Ya" DIAMETER WiLL RESULT IN SQUIRT HEIGHT LESS THAN 5' WiLL BE CAUSE FOR LATERAL REJECTION. iT IS RECOMMENDED THAT LATERALS BE PURCHASED PRE DRILLED FROM ORENCO SYSTEMS INCORPORATED (061). 1"0 PRESSURE TRANSPORT LiNE FROM D05E TANK Ball Valve (tUp) NOTE, FIELD ORIENTATION COULD VARY. REFER TO PLAN FOR ACTUAL ZONE LAYOUT INSTALL ACCESS BOX(ES) OVER PIEZOMETER AND CLEANOUT 1.04 CLEANOUT SWEEP WITH BALL VALVE S CAP REMOVABLE CAP AT END OF EACH LATERAL _ FiLTER FABRIC 18" MiN. 4" SCHEDULE 40 PVCN " �N\N\MNW 4„ -, Till u�,-r� Ig" 12" I I I ' O D O 14" ( I D o o o D o 0 0I/4" PERFORATIONS SCHEDULE 40 PVC° 0 0 1 22" r- D OD D _D a .gipD COARSE SAND, CLEAN DRAIN ROCKD D D �D a •DD ASHED O D O D O O O 922411 iHDN WTRAIROCK 211 6n END OF LEACH TRENCH LEACH TPENCH PIEZOMETER NTS 2'-3" TO 7'-3" r WRT NATIVE BACK FILL PRESSURE PVC PIPE, ELEVATION MUST BE EQUAL IN EACH ZONE CLEAN DRAiN ROCK 22" COARSE SAND, WASHED TYPICAL LEACH TPENCH CPOSS SECTION NT5 r 70M 1 504 GALLON COMMERCIAL SEPTIC TANK MODEL JP1500EE-ST LISTED BY UPC` -------------- —_.---- I II I I II I I I I i 5-10" II 5'-7" I II I I II I I II I I II L ------------j L — — — — —- -� TOP VIEW (COVERS & RINGS REMOVED) 24" CAST IRON FRAMES AND COVERS WITH GASKET (GASTIGHT) 2 TOTAL r— PLUG 3". 6" AND 12" GR2432 GRADE RINGS OPERATING CAPACITY. 1,500 GALLONS. SIDE SECTION VIEW DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS (WATER LEVEL BELOW TANK) AND 1'-6' EARTH COVER. SUITABLE SUB -BASE BEDDED WITH GRANULAR MATERIAL SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. 2,1/ Jensen Precast reserves the right to make changes to product design JpjaT_EPE_WAL_A.d*q and/or dimenstenns ptthaut malice. Please contact Jensen Prevost 0 2008 Jensen Precast whenever necessary for confirmation or odvtce on product design. AS REQUIRED AT EXTRA COST No outlet, Plug or omit 16'-3" 4'-9" I MINIMUM EXCAVATION V-10" x 11'-8" x REQ'D DEPTH id', 1! DKFE JCM C 0(1 (1) 9 W u, U C' rn go _ " t?1 WCc Lm 1 u [� �j is o c OUf1�J LL c I *— i X S p rtf U � W — Nva ",ZC'S ZA u' u i1 fr W oo co s u0 ,Q G L J � 0 O m Lri CYJ C6.1 9 of 10 1. General: i. The minimum tank weight shall be specified by the manufacturer's engineer (e.g., 350 lbs for 1000 -gallon tanks, 400 a. The manufacturer shall provide the structural design and certification to the engineer for review. The design lbs for 1500 -gallon tanks t). vault. The high - shall be in accordance with accepted engineering practice. Precast concrete or fiberglass tanks shall have J. Holes specified for the tank shall be provided by the manufacturer. Resin or other appropriate sealant shall be the engineer's plans. been designed by a registered engineer and approved by state or local regulatory agencies, or authorities. properly applied to all cut or ground edges so that no glass fibers are exposed and all voids are filled. a nylon strain relief bushing at the splice bog. The floats shall be UL k. Orenco Systems' EPDM gaskets, or approved equal, shall be used at the inlet to join the tank wall and the inlet b. Loading Criteria: piping. ABS or Schedule 40 PVC pipe and fittings shall be used at the inlets. 0' 0) i. There shall be 130 pcf for minimum weight of saturated backfill, or 100 pcf for unsaturated backfill, (400 1. Inlet plumbing shall include an inlet tee that penetrates 18" into the liquid from the inlet flow line. (The depth may psf minimum). vary depending on the tank's height; in all cases, though, the inlet should extend to a level below the bottom of the • ii. Minimum lateral loading shall be 62.4 pcf. Lateral loading shall be determined from ground surface. maximum scum depth). The inlet plumbing shall allow for natural ventilation back through the building sewer and vent iii. The tank shall also support a concentrated wheel load of 3000 lbs. stack. °° n s, i j 0) o U c Every m. Water testing shall be performed on each tank and shall be witnessed by the engineer. E ry tank shall be c. Tanks (Septic) requiring deep burial or subject to truck or heavy traffic loading require special consideration. assembled by the manufacturer and filled with water to the brim of the access -opening for a minimum of two (2) (A minimum soil cover of 12 inches shall be used. unless specified otherwise by manufacturer.) hours. The tank shall show no leakage from section seams, pinholes or other imperfections. Any leakage is cause for L rejection. d. All tanks shall be structurally sound and watertight and shall be guaranteed in writing by the tank n. When leakage occurs, if the tank is not rejected by the engineer, an additional water test shall be made on the Z�NVO manufacturer for a period of two years from the date of final acceptance. Manufacturer's signed guarantee tank after repairs have been completed, upon request by the engineer. The manufacturer shall be responsible for shall accompany bids. The tank guarantee/warranty shall be furnished at the time of submittal. Tank making all corrective measures in production or assembly necessary to ensure a completely, watertight tank. N warranty shall not be limited liability to replacement cost of the tanks. The septic tank shall be capable of o After installation of tank with riser is completed, each tank shall be filled with water to a point 2" into the access 07 00 = d'0 u0 withstanding long-term hydrostatic loading, in addition to the soil loading, due to a water table maintained at riser and the water loss measured after a two-hour period. Every tank test shall be witnessed by the engineer. Any ground surface. leakage shall be cause for rejection. Backfill of a depth equal to the water height in the riser must :be in place over -0 the tank to prevent damage due to hydrostatic e. Tanks shall be manufactured and furnished with access openings 24 inches in diameter and of the uplift. p• Each tank shall be marked in the uppermost surface above or near the outlet and include a permit or > configuration shown on the standard drawings. Modification of completed tanks will not be permitted. identification number, weight of tank, type of tank, and date of manufacture. f. Inlet plumbing shall include an inlet tee which penetrates a minimum of 18 inches into the liquid from the q• Installation shall be in accordance with the manufacturer's recommendations. or as shown on the Contract Plans, inlet flow line. The inlet plumbing shall allow for natural ventilation back through the building sewer and whichever is more stringent -no variations. vent stack. Risers & Lids: g. Tanks shall be capable of successfully withstanding an above -ground static hydraulic test and shall be Individually tested. h. All tanks shall be installed in strict accordance with the manufacturer's recommended installation instructions. 2. Concrete: a. Walls, bottom and top of reinforced concrete tanks shall be designed across the shortest dimension using one-way slab analysis. Stresses in each face of monolithically constructed tanks may be determined by analyzing the tank cross-section as a continuous fixed frame. b. The walls and bottom slab shall be poured monolithically; alternatively, water stops may be provided. c. Reinforcing steel shall be ASTM A-615 Grade 60, fy=60,000 psi. Details and placement shall be in accordance with ACI 315 and ACI 318. d. Concrete shall be ready -mix with cement conforming to ASTM CI50, Type II. It shall have a cement content of 2. not less than six (6) sacks per cubic yard and maximum aggregate size of 3/4 inch. Water/cement ratio shall be kept low (0.35fi), and concrete shall achieve a minimum compressive strength of 4000 psi in 28 days. The Contractor shall submit a concrete mix design to the Engineer for review and approval. Three (3) concrete sample cylinders shall be taken and tested for each tank manufactured until the manufacturer and Engineer are satisfied that the minimum compression strength is being obtained. To ensure compliance, the manufacturer shall then make and set three (3) sample cylinders for a minimum of 207. of the remaining tanks at the discretion of the Engineer. If the minimum compressive strength is not being obtained, the manufacturer shall be required to make and test sample cylinders for each tank manufactured. Calcium chloride will not be allowed in the mix design. The cost of testing cylinders shall be the tank manufacturer's 3. responsibility. The tank manufacturer may supply a Swiss hammer for compressive testing in the field in lieu of sample cylinders. e. Tanks may be protected by applying a heavy cement -base waterproof coating (Thoroseal or equal), on both inside and outside surfaces, in compliance with Council of American Building Officials (CABO) report #NRB -168; 6181, however the tank should be watertight without the addition of seal coatings. f. Form release used on tank molds shall be Nox-Crete or equal. Diesel or other petroleum products are not acceptable. g. Tanks shall not be moved from the manufacturing site to the job site until the tank has cured for seven (7) days or has reached two-thirds of the design strength. h. The dose tank, septic tank, recirulation tank and the top slab shall be sealed with a preformed flexible plastic gasket. The flexible plastic gasket shall be equal to the flexible butyl resin sealant congeal CS -102 or CS -202 as manufactured by Concrete Sealants, Inca of New Carlisle, Ohio, and shall conform to federal specification SS -S -00210(210A) and AASHTO M-198. 1. Risers: Risers shall be required for access to internal vaults and access into the septic tanks for septage pumping. All risers shall be constructed watertight. The risers shall be attached to the tanks such that a watertight seal is provided. Risers shall extend 3" above original grade to allow for settlement and to ensure positive drainage away from the access. Risers for inspection ports shall be a minimum of 18" in nominal diameter. Risers containing pumping assemblies or electrical splice boxes shall be a minimum of 24" in diameter and shall be of sufficient diameter to allow removal of internal vaults without removing splice boxes, etc. Risers shall be a minimum of 30" in nominal diameter when the depth of bury is 36" or greater. All, other risers shall be a minimum of 24 in nominal diameter and shall vary in height depending on the depth of bury on the various tanks. Adhesive required to adhere the PVC or fiberglass risers to either fiberglass or ABS tank adapter shall be either a two-part epoxy. Model MA320 or approved equal, or a single component adhesive Model ADH100 or approved equal. To ensure product compatibility, risers, lids, and attachment components shall be supplied by a single manufacturer. Inlet Risers: Inlet risers (required only on two-compartment tanks and tanks with greater than 1500 -gallon capacity) shall be ribbed PVC as manufactured by Orenco Systems", Inc. or engineer -approved equal. The material shall be PVC as per ASTM D-1784 and tested in accordance with AASHTO M304M-89. The risers shall be constructed of non -corrosive material and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36 square inches) of 2500 pounds for 60 minutes with a maximum vertical deflection of 1/2". Risers shall extend to 2" above the ground surface to allow for settlement and shall have a minimum nominal diameter of 18". Outlet Risers: Outlet risers shall be ribbed PVC as manufactured by Orenco Systems®, Inc. or engineer -approved equal. The material shall be PVC as per ASTM D-1784 and tested in accordance with AASHTO M304M-89. The risers shall be constructed of non -corrosive material and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36 square inches) of 2500 pounds for 60 minutes with a maximum vertical deflection of 1/2". Risers shall be at least 12" high, shall have a minimum nominal diameter of 24" for simplex pumping applications or 30" when used in a duplex pumping application and shall be factory -equipped with the following: a. Electrical and Discharge Grommets: when applicable, Orenco Systems' EPDM grommets shall be installed by the manufacturer for discharge piping, vent piping, and/or the electrical conduit to assure a watertight seal. The grommets shall be installed at the factory by the manufacturer of the access risers. b. Adhesive: When bonding to concrete or fiberglass grooves, a two-part epoxy, one pint required per 18" or 24" diameter riser and one quart required per 30" diameter riser, Model ADHP10 or ADHQ10, or approved equal shall be used. When bonding to a flanged riser tank adapter, either a two-part epoxy. Model MA320 or approved equal, or a single component adhesive Model ADH100 or approved equal shall be used. 3. Discharge Hose and Valve Assemblies: Orenco Systems, Inc. Model HV100BC, 1.0" diameter, 150 psi PVC ball valve, 150 psi PVC check valve, PVC flea hose with working pressure rating of 80 psi, and Schedule 80 PVC pipe. Install anti -siphon assembly (Model HVAS100). 4. Float Switch Assembly (also see Alternate): Orenco Systems, Inc. Model MF4A with four switch floats mounted on a PVC stem attached to the filter cartridge. The floats must be adjustable and must be removable without removing the pump vault. The high - and low-level alarms and on/off functions shall be preset as shown in the engineer's plans. Each float lead shall be secured with a nylon strain relief bushing at the splice bog. The floats shall be UL or CSA listed and shall be rated for a minimum of 5.OA ® 120 YAC. 0' 0) 5. Effluent Pumps: Install 2 Orenco Systems, Inc. Pumps, Model P500512, 1/2hp, 230 VAC (can utilize 115 volts verify with electircian), one phase, 60 Hz, two -wire motor, with 10 foot long extra heavy duty (SO) electrical cord with ground. Pumps shall be capable of providing a flow rate of 18 gpm against a head of 18 feet. Pump shall be UL and CSA listed as an effluent pump. Pump shall be provided with a non -prorated five-year warranty. The alternating pumps shall dose the dispersal field. 6. Electrical Splice Boxes: Orenco Systems, Inc. Models SBS, UL approved for wet locations, equipped with sig electrical cord grips and a 1" outlet fitting. Also included shall be UL listed waterproof butt splice connectors. Substitute Model SB4. equipped with four electrical cord grips and a 3/4"outlet fitting and Model SBX-D for Class 1, Division 1 applications. 7. Controls and Alarms (also see Alternate): Control panel must have alarm to warn of high and low water conditions, must control all floats, and must have programmable timer capabilities. Coordinate control panel type with pump and float manufacturer, confirm selection with engineer. Initial Pump Timer Settings: Allow for 150 gallons/dap. Apply 66 gallons per dose. 2 minutes on 718 minute off 8. Installation: All pumping system components shall be installed in accordance with the manufacturer's reoommendations, the engineer's plans, and all state and local regulations. 9. Location: The pump control panel shall be mounted on a treated wood panel (plywood sheet or metal racking) supported by treated 4x4 posts. (Panel and/or racking must be large enough to house two control panels with electrical connections) near the tank and pump. The control panel shall be located within 50 feet and in sight of the pump motor or shall be provided with a lockable disconnect switch. The panel, when possible. should be mounted in the shade and protected from the weather. The panel should be located at a convenient height (usually about five feet above the ground) and where it will be accessible for maintenance. Install all necessary conduit, electrical. and splice boxes. Route electrical to main panel or sub -panel. Coordinate all necessary electrical hookups with Electrician. C O °C U) 9 VW LM U_ 0' 0) Go • N Q1 W (� °° n s, i j 0) o U c L) Amo moo• �n *9 ^L_XV O M L W N' 4= ti• N Z�NVO V)i - Ln u 00 M N W 07 00 = d'0 u0 -0 J O 0 > M Ln i. In order to demonstrate watertightness, tanks shall be tested twice prior to acceptance. Inlets to the septic 4. Riser -To -Tank Attachment: tank will be watertight pipe seal Ty Seal or equal as approved by the Engineer. Each tank shall be tested at Risers shall be attached to tanks with one of the following attachment systems, or approved equal: the factory, prior to shipping, by filling with water to the soffit and letting stand. After 24 hours, the tank (1) Orenco Systems, Inc. Model RUBDKIT attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank adapter shall be refilled to the soffit and the exfiltration rate shall be determined by measuring the water loss during used with Model PRTA24BDKIT bolt down kit. and Model MA320 or ADH100 adhesives; (3) Orenco SystemsO. Inc. I-1 the next two (2) hours. Any leakage shall be cause for rejection. After installation is completed, each tank Model RRFTA tank adapter used with Model RRFTABDKIT bolt down kit and Model ADHP10 adhesive; (4) Orenco shall be filled with water to a point two inches into the access riser and retested as previously described (the Systems®, Inc. Model FRTA30 tank adapter used with Model FRTA30BDKIT bolt down kit and Model ADH100 field test period may be reduced to not less than two (2) hours). Backfill of a depth equal to the water adhesive. All attachment components shall be constructed of waterproof, non -corrosive materials, such as height in the riser must be in place over the tank to prevent damage due to hydrostatic uplift. No tank will PVC, ABS, fiberglass, or stainless steel. Adhesives and sealants shall be waterproof, corrosion resistant and be accepted if there is any leakage over the two (2) hour period. approved for the intended application. The riser -to -tank connection shall be watertight and structurally sound. The riser -to -tank connection shall be capable of withstanding a vertical uplift of 5000 pounds to O prevent riser separation due to tank settlement, frost heave, or accidental vehicle traffic over the tank. 5. Lids: One lid shall be furnished with each access riser. Lids shall be Orenco Systemsm, Inc. Model FL18G-4BU. FL21G, FL24-413, FL24G-4BU, or FL30G or engineer -approved equal, as appropriate, fiberglass with green T non-skid finish. and provided with stainless steel bolts, and wrench. Manufacturer shall provide evidence that v lids have been used successfully in continuous field service for a minimum of five years to demonstrate long-term integrity and suitability for the application. Lids shall be waterproof, corrosion resistant and UV �y resistant. Lids shall be flat, with no noticeable upward dome. A crown or dome of no more than 1/8" is allowable. Lids shall not allow water to pond on them. Lids shall have a green non-skid finish. �••/ Self-lubricating plastics, such as polyethylene, shall not be considered non-skid without addition of a non-skid coating. Lids shall form a watertight seal with the top of riser. Lids shall be capable of withstanding a truck wheel load (36 square inches) of 2500 pounds for 60 minutes with a maximum vertical W •• deflection of 1-1/2". Lids shall be provided with tamper-resistant stainless steel fasteners and a tool for fastener removal. Tamper-resistant fasteners include recessed drives, such as hex, Torx, and square. W �� Fasteners that can be removed with common screwdrivers, such as slotted and Phillips, or fasteners that can be removed with standard tools, such as pliers or crescent wrenches, are not considered tamper-resistant. F_J To prevent a tripping hazard, fasteners shall not extend above the surface of the lid. Traffic bearing lid: The traffic bearing lid shall be a cast iron frame and cover, part number 6024, 3060. 4036, as manufactured by Sather Manufacturing Co., Inc., or approved equal, which will fit over a standard lid. The cover shall have the word SEWER cast into it. 6. Riser Installation: Riser installation shall be accomplished according to the manufacturer's instructions. r r 1 C. Dose Tank Effluent Pumping Assemblies: wF-/ All pumping systems shall be supplied by a reputable manufacturer with at least five years of experience ~� in supplying equipment for effluent sewers. References must be available on request from the engineer. O r Systems shall be Orenco Systems®, Inc. High -Head Pumping Assemblies or engineer -approved equal, composed w of 1. Risers & Lids: O Same as B, 1 through 3, above. 2. Pump Vault: Orenco Systems, Inc. Model PVU68-2424, Universal Biotube Pump Vault or engineer -approved equal, installed in conformance with the engineer's plans. The filter shall have a minimum effective screen area of no less than 15.5 square feet. The Biotube Pump Vault shall consist of a 12" diameter, 68" deep HDPE vault with eight (8) 2" diameter holes evenly spaced around the perimeter, located appropriately to allow for maximum sludge and w scum accumulation before requiring pumping (approximately 707 of minimum liquid level). Housed inside the polyethylene vault shall be the Biotube assembly consisting of 1/8" mesh polypropylene tubes. Attached to the vault is a flow inducer to accept two high -head effluent pumps. Z3S 2- BU 17L C. TY 16 BY_���y 14-582 JCM Li JJ co M C6.2 10 of 101 ---- Oct \ 72 co 00 CZ) \ c) O (:6ti 00 z CA) IGO \ GO TYPICAL• H ..7J4�Rtq7Mr0b1`l -- AN1fylERFZ1 51 ! .. E r \ \ 20' WI MIN. GRAVEL DRIVE TYP.,' o Q' 'GRAVEL PARKING SPACES TYP.` - :" .9../ \ Y/ _ ..r \ \ 54" WALL HVAC CORRALL PARKING ASSESMENT GROSS FLOOR AREA = 3,968 S.F. PARKING = OFFICES, PROFESSIONAL - 1 PER 300 SQ. FT. OF GROSS FLOOR AREA 3,968/300 = 13.23 = 14 PARKING SPACES VAN ACCESSIBLE SPOTS REQUIRED = 1 SPACE MOTORCYCLE SPOTS REQUIRED = 0 NOTE: REFERENCE PLEASE EF E THE ELEVATION CERTIFICATE FOR THE R GORRILL RANCH, 7935 MIDWAY, ^DURHAM, CA PREPARED vJ i yl A \/\ :JA •, F. FLR. HARDSCAPE SIDEWALK' •' ` -' • ` /_ s. \/ // GY' / / • . CONCRETE SLAB AT BUILDING .' . . • . •_ \\ \\ \\ \ • BUILDING OVERHANG TYP. - "• • / I MAGINARY PROPERTY LINE• LANDSCAPING WHERE HATCHED j FZ1 NEW PROPOSED OFFICE I EXISTING BARN /T L --J \ii \ -, F. FLR. - T / / 1Iu 'AIN. MIIRE RAW \ \ Izz T \ SEPTIC LEACH LINES \ \. I O \ — SEE SHEET C4.0 FOR SEPTIC .C. EL EC TO EL \W(/A\J1]-IT'N/\V,f' • • \\ \\ \\ ��\ ^ EACH FIELD REPLACEMENT AREA VA VA \ VA VA VA A �.� �. «� \ VA ..:...• / 2a: -o. /iv/iv/iv/iv/�/iv v/iv /iv/iv/iv/� v / ......... • . /ivi :' .: yp 'r....: ',. O \r\/\i\r\i\i\r\r .... \/\ O ��i /i///i//iii. .. �\i\i\ • -. -' •. • . •. • • . • •: -.. s / 1' �: / ....... / v \ \//\// 1ilk 11-; .: : ;.. Z: :.: ...1 .: .. • Y, ....:..:.. 6 HARD P • ID. ••ASSOMED'A11009RTYLiNE .. .`: :• .. ..T a \\\\\� \ \\ \ NC.•-ACCES E. G.SPEA-AISLE _.j '•: ///\\///\\// //\\//\\//\\// / 'GRA EL PARKING 3PAkES TYp. ; 1SAFE DISPERSAL �(E6'BUILDINGTO BE _! AREA ^ D WHER� DA \ ...+ 68 PPL x 55. F. P/� ^,�„ ., ••• ' / I P=3405F. & EMA'N WH�RE SOLID�— �, 0 I E BUI DING •'�\.�.�, •♦�:�Q°' �,,.: .. , /_ � \ o � ° �� PARTIALLY DIS ASEMBLED -• : g`` ---moi NOTE: SEE SHEET 7 FOR ACCESSIBILITY DETAILSco .0l IGO \�. I IIGO Izz O 'r O 1 CO) � /\ co \\ :. O I 00 c r z C�I� r" a ant r s 1 (/1;ntTY )1r \ �/ � '�A 1� J F'°• �.116 � �Y r a GA i°E O �� ID Y, \ \ O \ O_Li � I \\ -9CD \ \ o ! \ ---- _ v i m v� I � o00 i C o 1 O y co 00 CZ) \ c) O (:6ti 00 z CA) IGO \ GO TYPICAL• H ..7J4�Rtq7Mr0b1`l -- AN1fylERFZ1 51 ! .. E r \ \ 20' WI MIN. GRAVEL DRIVE TYP.,' o Q' 'GRAVEL PARKING SPACES TYP.` - :" .9../ \ Y/ _ ..r \ \ 54" WALL HVAC CORRALL PARKING ASSESMENT GROSS FLOOR AREA = 3,968 S.F. PARKING = OFFICES, PROFESSIONAL - 1 PER 300 SQ. FT. OF GROSS FLOOR AREA 3,968/300 = 13.23 = 14 PARKING SPACES VAN ACCESSIBLE SPOTS REQUIRED = 1 SPACE MOTORCYCLE SPOTS REQUIRED = 0 NOTE: REFERENCE PLEASE EF E THE ELEVATION CERTIFICATE FOR THE R GORRILL RANCH, 7935 MIDWAY, ^DURHAM, CA PREPARED vJ i yl A \/\ :JA •, F. FLR. HARDSCAPE SIDEWALK' •' ` -' • ` /_ s. \/ // GY' / / • . CONCRETE SLAB AT BUILDING .' . . • . •_ \\ \\ \\ \ • BUILDING OVERHANG TYP. - "• • / I MAGINARY PROPERTY LINE• LANDSCAPING WHERE HATCHED j FZ1 NEW PROPOSED OFFICE I EXISTING BARN /T L --J \ii \ -, F. FLR. - T / / 1Iu 'AIN. MIIRE RAW \ \ Izz T \ SEPTIC LEACH LINES \ \. I O \ — SEE SHEET C4.0 FOR SEPTIC .C. EL EC TO EL \W(/A\J1]-IT'N/\V,f' • • \\ \\ \\ ��\ ^ EACH FIELD REPLACEMENT AREA VA VA \ VA VA VA A �.� �. «� \ VA ..:...• / 2a: -o. /iv/iv/iv/iv/�/iv v/iv /iv/iv/iv/� v / ......... • . /ivi :' .: yp 'r....: ',. O \r\/\i\r\i\i\r\r .... \/\ O ��i /i///i//iii. .. �\i\i\ • -. -' •. • . •. • • . • •: -.. s / 1' �: / ....... / v \ \//\// 1ilk 11-; .: : ;.. Z: :.: ...1 .: .. • Y, ....:..:.. 6 HARD P • ID. ••ASSOMED'A11009RTYLiNE .. .`: :• .. ..T a \\\\\� \ \\ \ NC.•-ACCES E. G.SPEA-AISLE _.j '•: ///\\///\\// //\\//\\//\\// / 'GRA EL PARKING 3PAkES TYp. ; 1SAFE DISPERSAL �(E6'BUILDINGTO BE _! AREA ^ D WHER� DA \ ...+ 68 PPL x 55. F. P/� ^,�„ ., ••• ' / I P=3405F. & EMA'N WH�RE SOLID�— �, 0 I E BUI DING •'�\.�.�, •♦�:�Q°' �,,.: .. , /_ � \ o � ° �� PARTIALLY DIS ASEMBLED -• : g`` ---moi NOTE: SEE SHEET 7 FOR ACCESSIBILITY DETAILSco .0l IGO \�. I IIGO Izz O 'r O 1 CO) � /\ co \\ :. O I 00 c r z C�I� r" a ant r s 1 (/1;ntTY )1r \ �/ � '�A 1� J F'°• �.116 � �Y r a GA i°E O �� ID Y, \ \ O \ O_Li � I \\ -9CD \ \ o ! \ ---- _ v i m E N LIAKU E D SITE P LAN scale: 1"=20'-0" OVERALL SITE PLAN - Scale: r=100-0-' of -39 v� 1 y O I, : Ll Ll t t Am r e o� ILM . CO Lu LL LL • Lu Cf • • •Lu .. 0 0 . . < 80• Lu c .. JANUARY PLAN CHECK CORRECTION SET E N LIAKU E D SITE P LAN scale: 1"=20'-0" OVERALL SITE PLAN - Scale: r=100-0-' of -39 NOTES: -INTERIOR ACCESSIBLE ROU ES SERVING AN OCCUPANT LOAD OF 10 LN ST T - EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS SPACE,NEAR THE MAIN EXIT OR EXIT ACCESS DOOR - CONFERENCE ROOM = 22 PEOPLE 7b - GALLERY = 55 PEOPLE - G�ES S S BE SW TYPE (CBC 100 .1.2) - EXITS AND EXITACCESS DOORS SHALL BE MARKED BYAN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL (CBC 1011.1) - EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED By TACTILE EXIT SIGN WITH THE WORD "EXIT." (CBC 1011.4) I- - - - - - - - EO INTERNALLY ILLUMINATED EXIT SIGN OCCUPANT LOAD FACTORS (PER TABLE 1004.1.2) -ASSEMBLY UNCONCENTRATED: 15 NET EXIT TACTILE EXIT SIGN WITH THE WORD "EXIT" -BUSINESS AREAS: 100 GROSS -KITCHEN AREA: 300 GROSS TO EXIT TACTILE EXIT SIGN WITH THE WORD "TO EXIT©CCUPANT LOAD CALCULATIONS -ASSMEBLY (CONFERENCE & GALLERY): 1,146.39 NET S.F. / 15 = 76.4 MAX MAXIMUM OCCUPANT SIGNAGE OCC. - BUSINESS AREAS: 1,774.88 S.F. / 100 = 17.7 OCCUPANTS EGRESS WIDTH CALCULATION - KITCHEN AREA: 136.43 S.F. / 200 = 0.68 OCCUPANTS 95 TOTAL OCCUPANTS DOOR WIDTH / 0.2 = PERSONS ALLOWED THROUGH -PANIC HARDWARE REQUIRED @ EGRESS DOORS IN GALLERY 36" DOOR / 0.2 = 180 PERSONS UNLESS CBC 1008.1.9.3 IS MET. 72" DOORS /.02 = 360 PERSONS - PANIC HARDWARE IN REST OF BUILDING @ EGRESS DOORS NOT Pr=ni IIRFf1 PFR rRr, innA 1 in 5M 00 zTr4 .4 EXITING OCCUPANT LOAD ANALYSIS PER 1015.1 TOTAL OCCUPANT LOAD THIS BUILDING: 95 EXITS REQUIRED: 2 EXITS PROVIDED: 6 NOTE: RESTROOMS, HALL, STORAGE AREAS ARE ACCESSORY USE - NO OCCUPANT LOAD -I 1 7'-6" 12'-6" N10'-6"9'-6" ----------------- I L 80'-0" 5040 8'-6" 19'-3" PLUMBING FIXTURE ANALYSIS SQUARE FOOTAGE / OCCUPANT LOAD CALCULATIONS - ASSEMBLY AREAS 1,145.39 S.F. / 30 = 38.2 OCCUPANTS - BUSINESS AREAS 1,911.31 S.F. / 200 = 9.56 OCCUPANTS 48( 47.76) OCCUPANTS ALL NON -ACCESSORY SPACES ARE SHOWN HATCHED (SHEET 1) -TABLE A. OCCUPANT LOAD FACTOR IN CHAPTER 4 OF THE CALIFORNIA PLUMBING CODE SAYS "ACCESSORY AREAS MAY BE EXCLUDED (FOR EXAMPLE: HALLWAY, RESTROOM, STAIR ENCLOSURES)." CALIFORNIA PLUMBING CODE SECTION 422.2 (3) STATES THAT "IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNATED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES." THEREFORE, ONE UNISEX TOILET ROOM REQUIRED PER CODE. HOWEVER, TWO UNISEX ACCESSIBLE RESTROOMS ARE PROVIDED. NJ —121-311— L 2'-3"— "S�� ct ltraf e Ei i j-" PeFr, at dTPC R"..-, — — cal culations. Items not specifically addressed in RCE calculations are G `sh)1 others". Iq opinion of items net specificaliv z addressed in RCF calculations is Q::/� heLeby rendered. +54" HVAC CORRALL -SEE MECH. FOR UNIT CLEARANCES AREAI q ft I I 101 Le II I z II I o II. I m W N U o I I I '� D II I o M II I a o II I o w Dg2x I � rl Ii I o Q o 526 N I L I a Co II I = o MAXI I I Z oo Z HDu2 "I pe`2x I I I Q Z a Ln Q 3068 o�� �,�2 I I I U >- G TEMP 6-0" I I I J ZQ V Z CONI ROL]OINT WHERE I I I = 1 O SHOWN TYP. w— V 0 _j OLU II Jw M I=-0�'om r� s-- JANUARY 14, 2015 "" PLAN CHECK CORRECTION CAiI= i.l f�G BY U _ SET FLOOR PLAN Scale: 1/4"=V-0" Q3 I_ of 39 FRONT L VATION, ^1 i- -"-- A • 1/r t- A ^ �1 A 111 KD R5 WINDOW TRIM TYF. ,Z3�5 EiJ irt; ,vt'�Yt�rV__, ,,._" BY- DAE�--b C O.w��� �0. ��. A,. C 25 s f H nd . Fisher y f. j Ren .13.31.2 • .. N 7\ ON u W r { epi � r z o 0 Q o 0 N W LL 1 (D m J z o LU � m Z CO = °; a z UQauz 0 0- 0 --j _w LL! m Z p rn �p a0rom SEPTEMBER 17, 2015 SUBMITTAL SET k rg� of 24 J 5" GUTTER U/ 2X2 CEDAR KD U3/ 2X10 SACOMILAM FASCIA e±wr«woert";��T o{.fY•i..1� VAT Lo -*� v A �T �'/ f t. T1-11 CEILING 4X8 SLEETS 5/8" TK UU 8" GROOVES T1-11 5/8" TK NO GROOVE PREMIUM SELECT UJ/ 5/4" X 3 1/2" CEDAR KD RS 5ATTENS 4 16" O,C, U1/ 150 BUILDING PAPER a/S- 23 �' Z - BUT E COUNITY nE't: ton; ` i SERVICES "�•� _ K F ! ® F e 1^ia`a gyp._ DA i -E =�II of I I H a ii, is�} / r �- yy' . '�� :. �hr�s>,,. :'{ :f". ... �:4frfy:F MENIN , #fG'i✓� wM r✓ Y 5' Jy , ; ✓d,�"'' .. i. >, ,:S%ra✓rf.} �i� 4' � Y '<: � � � J.1 i 'Y1 <:r..f,c;,n:,�.s 9 i.M6.)f: g� . .. �. ; y ... ... s J✓ S' �. .., ...: , r ✓ .. Sf r ary . ,: %S� v .96./ 1-7 �. 6 S �y r, <36 ...: .... ,.. , 'r... Y/.,. .. It .�w, v �r.4. 8<. <•.<4e•Yg - .>.. -n : .< � i,�,�/,.. % yr ..r. r .«: ✓ .L- .k�fs✓<,y„;..�f. �.< ..1'.`. y � �A:^ ../ J� w ,.r.. 'i f: 4 Af 2 <,. � ��is ;i. Y Y .. r:r.. -<. A..�r. - ., -r.r ,, . ,FY, r.. a_.L °:'S' : -... C,: !!i ls•:' .;. .w.,r..s� �.�,�a/fk _`:. .. ,. .:.. .�. , ., f �P S.,Y �. .,:c� ,,� .' �s_�� , n, y' ......... ,- .. .. ... ,. :> ,�" { :� y f Vit,i .... I94 rA.4- b A'i 'f . �t i/N' y.9�,', 40 7. b � x� .�' ,l Ar{,,. � -i�A'-0 ,.f r>i�:.. Y< fS' r � i:/ n j✓. :Y � i -'ice y <,S/.:.,,s;. :x L%. s,f y •J l'+k 'C• rY' .,:�;,, ,✓, � /v'• ,:• ., v3`cr✓f.[o f. /�: 8, <;+.,..,:u` Y Y” :s3:c Q' y /: 00.. yr y f f fX 00 o o 0 Cr O 0 W LL z o' . J W m Z Q.. r� V m= LnQ w U F— ..... v z Q d z w U o 0 ='haw Ln S cn CO Q�n=nm SEPTEMBER 17, 2015 SUBMITTAL SET ; 3 h �1 ` -*� v A �T �'/ f t. T1-11 CEILING 4X8 SLEETS 5/8" TK UU 8" GROOVES T1-11 5/8" TK NO GROOVE PREMIUM SELECT UJ/ 5/4" X 3 1/2" CEDAR KD RS 5ATTENS 4 16" O,C, U1/ 150 BUILDING PAPER a/S- 23 �' Z - BUT E COUNITY nE't: ton; ` i SERVICES "�•� _ K F ! ® F e 1^ia`a gyp._ DA i -E =�II of -32 0 H a ii, is�} / e i Ren at 33 017 ED ARS 00 01 V) Z o o 0 Cr O 0 W LL z o' . J W m Z Q.. r� V m= LnQ w U F— ..... v z Q d z w U o 0 ='haw Ln S cn CO Q�n=nm SEPTEMBER 17, 2015 SUBMITTAL SET 11114" x II'le 6a*X* Ifiq Imp, txg e4m+e. h VENT TOWERS OVERHANG N.T.S. :`z&e TO MAIM cif cow C: CLERESTORY OVERHANG 'pe Veli'. Chi;>~t DtivJ PORCH OVERHANG �t�t�1P ell wim CONTI rt -ti 4x6 x 0516IY, -1 �ro Gtb4 k. ra t v✓64 wt.— N.T.S. I • '" N.T.S. 21'-0" INT. PLATE 9'-0" EXT. PLATE TYP. 2" WIDE SOFFIT 6'-8" HEAD. HT. 6x12 PERIMIETER BEA ANGLED BRACING 8x8 POST TYP. 0'-0" F. FLR. wum # CUT moi.. 12> ,. a Ir!'Ir7`m. om. POST TO BEAM � ALL rH �N~ "Structural Only" per attached Rzc calculations, items not spcci�ird� i� addressed in RICE calcuiation �ra "by others". No opinion of items not spLcificai t, addressed in RCF calculations is hereby rendered. T' O F J. C) -xp i i CIVIL./�.c / OF CAVED ROOF VENTING CALCULATIONS MAIN ROOF VENTING CALCULATION UPPER FLOOR = 6,815 S.F. 1/150TH OF 6,815 S.F. = 45.4 S.F. OF VENTILATION REQUIRED 45.4 S.F. X 144 SQUARE INCHES = 6,537.6 SQUARE INCHES OF VENTILATION REQUIRED 60% of 3,923 S.I. OF REQUIRED VENTILATION FOR EAVES 40% of 2,615 S.I. OF REQUIRED VENTILATION FOR VENTING TOWERS INSTALL MINIMUM OF 3,923 S.I. OF NET FREE VENTILATION AREA IN THE EAVE INSTALL A MINIMUM OF 2,615 S.I. OF NET FREE VENTILATION AREA IN THE VENTING TOWE UPPER ROOF VENTING CALCULATION UPPER FLOOR = 1,027 S.F. 1/150TH OF 1,027 S.F. = 6.85 S.F. OF VENTILATION REQUIRED 6.85 S.F. X 144 SQUARE INCHES = 985.9 SQUARE INCHES OF VENTILATION REQUIRED 60% of 591.6 S.I. OF REQUIRED VENTILATION FOR EAVES 40% of 394.4 S.I. OF REQUIRED VENTILATION FOR VENTING TOWERS INSTALL MINIMUM OF 591.6 S.I. OF NET FREE VENTILATION AREA IN THE EAVE INSTALL A MINIMUM OF 394.4 S.I. OF NET FREE VENTILATION AREA IN THE VENTING TOWE Building Section 6 scale: 1/4"=1'-0" PERMIT N Ln U U U 0 z rf r� C7 = Z_ m 0- rn Lr) Q CCZ<<z J_ Co J W U L1J LL. M LL LiJ O n 0 z Q O V) O cr- O w of � d O 0 Cf 0 N Q W o0 o U Z a = m 0- rn Lr) Q CCZ<<z 0 J 0 L1J LY 0 M = LiJ I— t�- 0 m JANUARY 14, 2015 PLAN CHECK CORRECTION SET O of 39 70 SQ. IN. ACCESSIBILITY SI PER CBC 1109A.8.8 CONC. WHEEL STOP— c -a TYP. PAVEMENT SYMBOL -SEE DETAIL 2 .s Q _J v J PEDESTRIAN ROUTED < 00 O Z_ ACCESSIBLE PARKING SIGNAGE NOTES: O O O N CURB RAMP NOTES: NO PARKING 3 - EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BYA 2% MAX. SLOPE @ H.C. STALL & AISLE AREA (IN ANY DIRECTION) 0 m 1/4" MAX. � E A UNNIN SLOPE NOT NOTE: SURFACE REQUIRES 36” SECTION OF STEEPER THAN 1:12. BLUE PAINTED o L 2" DIA. GAL`J. STEEL °max VERTICAL • PIPE OR 4x4 R.W. POST \ _ / TRUCATED DOMES WHEN FLAT TRAVEL PROVIDED AT THE BOTTOM OF THE CURB BACKGROUND Cl)ATURNING SPACE 48" X 48" MIN. SHALL BE SURFACE ADJOINS VEHICULAR TRAFFIC WAY T 1— RAMP THE SLOPE OF THE TURNING SPACE 2" WHITE REFLECTORIZED TRAFFIC PAINT AT BORDER AND IMAGE WITHIN THE LOADING 3L UNLOADING ACCESS AISLE PAINTED SYMBOL IN STALL SCALE: 1"=1'-0" 3 ACCESSIBLE PARKING SIGNAGE DIMENSION TO C.L. All 91-01, 5' - 0" TYP. STALL PAINT THE WORDS "NO OF STRIPE, TYP. MIN. 8'-0" @ VAN PARKING" IN 12" HIGH ADJUST GRADE AS NEEDED AT EDGE OF WORK. BACKFILL 7 ACCESSIBLE STALL LETTERS MIN. TO PROVIDE NO DROPOFFS GREATER THAN 1", TYP. 1 SINGLE & VAN ACCESSIBLE PARKING STALL SCALE: 1/4"=1'-0" 48" MIN. REQUIRED WIDTH ACCESSIBLE PARKING NOTES: #3 CONT. HORZ. • SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MIN. POSSIBLE AND SHALL NOT EXCEED _ V ;•. • .' :1. '.. .. :v; � �.v �. •' 1/4" PER FOOT IN ANY DIRECTION. (CBC 1109A.8.3). • SINGLE SPACES SHALL BE 14 FEET WIDE AND LINES TO PROVIDE A9 FOOT WIDE PARKING AREA ANDA 5 FOOT WIDE LOADING gas p o AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE WITH THE VEHICLE PARKED IN THE FORWARD 9O et POSITION. THE MIN. LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET. (CBC 1109A.8.5) #3 REBAR DRILLED INTO EDGE OF EXISTING WALK SLAB, a FI) MIN 3" EMBEDMENT USE SIMPSON EPDXITIE. (48" O.C.) • VAN ACCESSIBLE SPACES SHALL BE SERVED BYA LOADING AND UNLOADING ACCESS AISLE AT LEAST 8 FEET WIDE, PLACED ON THE PASSENGER SIDE WITH THE VEHICLE PARKED IN THE FORWARD POSITION. EACH SPACE SHALL BE DESIGNATED "VAN NEW CONCRETE CURB MIN 4"x4" ACCESSIBLE." (CBC 1109A.8.6) *THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BLUE BORDER 4" GRAVEL BASE ROCK UNDER NEW CONC. CURB HATCH LINES A MAX. OF 36 INCHES ON CENTER SHALL BE PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH LOADING AND NEW FLUSH CURB TO SLOPE WITH EXISTING COMPLIANT WALKWAY SLOPES NOT TO UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED EXCEED 5% IN THE DIRECTION OF TRAVEL & MAX 2% CROSS SLOPE SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. (CBC 1109A.8.5 & 1109A.8.6) �7) EXTENDED WALKWAY EDGE SCALE: 1"=1'-0" PU4 LL SI DE PULL SIDE IIIr� F_j7 32" MIN. PULL SIDE � I I — I o PUSH SIDE ACCESSIBLE DOORWAYS 2i e Z 24" N1., EXTERIOR DOORS I 18" MIN. CLEAR 9D I FOR \ BOTH CLOSER AND LATCH dI O ACCESSIBLE PARKING SIGNAGE NOTES: O O O N CURB RAMP NOTES: MAX. MAX. 3 - EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BYA REFLECTIVE SIGN PERMANENTLY x • CURB RAMPS SHALL BE A MIN. OF 48 INCHES IN WIDTH. (CBC 1112A.3) CENTERED AT POSTED I MM EDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN SLOPE IN DIRECTION OF < �_ • THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33 %). TRANSITIONS FROM RAMPS TO WALKS, BJJ AEEBOBF /ND. THE SIGN SHALL NOT BE SMALLER THAN AC2 - o (� 6 - - TRAVEL SHALL NOT EXCEED 5% 2 MIN. o w GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. (CBC 1112A.5) C3 11 - TRUNCATED DOMES 70 SQUARE INCHES IN AREAAND, WHEN IN A PATH OF TRAVEL, .� i MI . CLEAR 60" CLEAR /AqC2TURNINGMI 60" CLEAR CLETUBNING �\ , o Z • A LEVEL LANDING 48 INCHES DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS SHALL BE POSTED ATA MIN. HEIGH OF 80 INCHES FROM THE MIN. CLEAR LINE OF CURB FINISH FLOOR OR GROUND SURFACE, MEASURED FROM BASELINE OF FLOORSPACE@ FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 FOR DETECTABLE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED ACCESSIBLE PARKING = 1/2" TYP. WATER CLOSETS Ln - UNITS HORIZONTAL (8.33% SLOPE). (CBC 1112A.6) _ WARNING AT END OF GRADE. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SPACE SIGNAGE: 60"x56"MIN.I IF APPLICABLE) ( O • ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE PARKING AISLE SIGN OR ADDITIONAL LANGUAGE STATING "VAN ACCESSIBLE" r URINAL TO NOT ENTER INTO WATER CLOSET I I 25 TYP. DOOR THRESHOLDS N.T.S. 7" X 10" MIN. u APPROXIMATELY 3/4" ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED -SECTION OF BELOW THE SYMBOL OF ACCESSIBILITY. (CBC 1109A.8.8) i — — — — _J SURFACE MEASURED FROM BASELINE OF THE HIGHEST LINE OF RAISED FACE OF CURB BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. (CBC 1112A.8) TRUNCATED DOMES -AN ADDITIONAL SIGN SHALLALSO BE POSTED IN A VLAVATORY TO NOT 30"x48" MIN. 113 z I WALKWAY OBSTRUCTIONS •DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES IN THE „ SHALL BE 36 DEEP ANDjN: CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET � � ___ REFLECTIVE SIGN STREET — ARE PERMISSABLE PROVIDED 6 CURB AT REAR OF WALKWAY TO PREVENT DIRECTION OF TRAVEL. DETECTABLE LENGTH SHALL MATCH PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. THE SIGN I L _ _ _ _ L Z LAVATORY — — — — (WHITE IMAGE ON � THERE IS 36" CLEAR SURFACE DRAINAGE ONTO RAMPS & 48'' WARNINGS SHALL EXTEND THE FULL THE AISLE WIDTH (60" SHALL NOT BE LESS THAN 17 x 22 INCHES IN SIZE WITH 30"x48" MIN. CLEAR PARKING BLUE BACKGROUND) „ 1/2 WIDE STRIPE ( n l \ ``fit'' JJ PATH OF TRAVEL WALKWAYS scale 1°=3'-0" LANDING SET 1/2" ABV. WALKWAY WIDTH OF THE RAMP RUN EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS " OR 96) LETTERING NOT LESS THAN 1 INCH IN HEIGHT AND SHALL - --� C12 ® I ED ONLY RAMPS WILL REQUIRE TRUCATED N 3068 1 -GLUE DOWN TYPE ARE CLEARLY AND CONSPICUOUSLY STATE THE FOLLOWING: "UNATHORIZED VEHICLES PARKED IN DESIGNATED 1 3068 J w IMPORTANT NOTE: THIS DETAIL APPLIES TO THE ENTIRE PATH OF TRAVEL DENOTED IN DOME DETECTABLE WARNING Al WACK SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6" MIN. AND 8" MAX. FROM THE ACCEPTABLE AT EXISTING CONCRETE ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PARKING LOT ENTRY SIGANGE: 1 a of $250 MINIMUM FINE AC2 b THESE DRAWINGS. IF ANY SECTION OF WALKWAY IS FOUND NOT TO BE IN COMPLIANCE WITH THESE OFFSET DETAILS THE EXISTING CONCRETE WALKWAY WILL EITHER NEED TO BE SURFACE IF SURFACE SLOPE IS oe�° 4" SIDE S� BETWEEN 5% AND 6.67% MPS LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND REFU BRAILLE IS TO BE CENTERED OR LEFT -JUSTIFIED UNDER TACTILE CHARACTERS. mm THE GUTTER, STREET, OR - 4" WIDE CROSS HATCH PERSONS WITH DISABILITIES WILL BET OWED AWAYAT THE < • DOORS SHALL NOT ENCROACH INTO THE TURNING SPACE SPECIFIED ABOVE BY MORE THAN 12 INCHES. U_ O I GROUND DOWN TO ACHIEVE COMPLIANCE OR REMOVED AND $3gyD HIGHWAY. (CBC 116-705.1.2.2) STRIPES AT 36” O.C. OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ” "„•” „DRI=ED E„SEs E„„"Es�G„.,ED _ VANACCESSIBLE AT VAN ACCESSIBLE REPLACED TO ACHIEVE COMPLIANCE. THE CONTRACTOR IS OR BY TELEPHONING . ACCESSIBLE Dis— 'ls°����'„�a P`^°^RDS ORSPECIA �-18" X 27” 00 ' Q I ® I STALLS PROVIDE ADDITIONAL SIGNAGE RESPONSIBLE TO LOOK AT THE ENTIRE WALKWAY AND INSURE THAT � � 8 33/ MAX SLOPE DOWN % PARALLEL CURB RAMP NOTES (PER CBC BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE owEERg TLTLHED a z STATING VAN THIS REQUIREMENT IS MET BY THE TIME THE PROJECT IS COMPLETED. \ M IN, 11B-406.3): - LOADING & UNLOADING INFORMATION AS P3PORMANENT PART OF THE SIGN. POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE TDwEDVf„1DEESNAv"E p PLEASE CALL THE ARCHITECTS OFFICE DIRECTLY WITH ANY QUESTIONS � 48 • THE RUNNING SLOPE OF THE CURB RAMP ACCESS AISLE HIGH AND LOW LIMITS OVER OBSTRUCTIONS WATER CLOSET SHALL BE 17 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. KNEE "E"”'"ED"T DRD 25 MAX cn — ACCESSIBLE „ RELATED TO THIS MATTER. SEGMENTS SHALL BE INLINE WITH THE • CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM ACE MI SEEP„D"1„D: Z • WHERE PERMANENT IDENTIFICATION SIGNAGE 22 MOUNTED AS SHOWN I I DIRECTION OF SIDEWALK TRAVEL. RAMP _ IS PROVIDED FOR ROOMS AND SPACES THEY ACCESSIBLE SIDE REACH N.T.S. THE REAR WALL. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO 715TACCESSIBLE LAVATORY KNEE & TOE CLERANCES SCALE: 1/2"=1'-0" cr% SHALL BE LOCATED ON THE APPROACH SIDE OF RUNS SHALL HAV R G 2% MAX. SLOPE @ H.C. STALL & AISLE AREA (IN ANY DIRECTION) 0 m 1/4" MAX. � E A UNNIN SLOPE NOT NOTE: SURFACE REQUIRES 36” SECTION OF STEEPER THAN 1:12. BLUE PAINTED o L 2" DIA. GAL`J. STEEL °max VERTICAL • PIPE OR 4x4 R.W. POST \ _ / TRUCATED DOMES WHEN FLAT TRAVEL PROVIDED AT THE BOTTOM OF THE CURB BACKGROUND Cl)ATURNING SPACE 48" X 48" MIN. SHALL BE SURFACE ADJOINS VEHICULAR TRAFFIC WAY T 1— RAMP THE SLOPE OF THE TURNING SPACE 2" WHITE REFLECTORIZED TRAFFIC PAINT AT BORDER AND IMAGE WITHIN THE LOADING 3L UNLOADING ACCESS AISLE PAINTED SYMBOL IN STALL SCALE: 1"=1'-0" 3 ACCESSIBLE PARKING SIGNAGE DIMENSION TO C.L. All 91-01, 5' - 0" TYP. STALL PAINT THE WORDS "NO OF STRIPE, TYP. MIN. 8'-0" @ VAN PARKING" IN 12" HIGH ADJUST GRADE AS NEEDED AT EDGE OF WORK. BACKFILL 7 ACCESSIBLE STALL LETTERS MIN. TO PROVIDE NO DROPOFFS GREATER THAN 1", TYP. 1 SINGLE & VAN ACCESSIBLE PARKING STALL SCALE: 1/4"=1'-0" 48" MIN. REQUIRED WIDTH ACCESSIBLE PARKING NOTES: #3 CONT. HORZ. • SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MIN. POSSIBLE AND SHALL NOT EXCEED _ V ;•. • .' :1. '.. .. :v; � �.v �. •' 1/4" PER FOOT IN ANY DIRECTION. (CBC 1109A.8.3). • SINGLE SPACES SHALL BE 14 FEET WIDE AND LINES TO PROVIDE A9 FOOT WIDE PARKING AREA ANDA 5 FOOT WIDE LOADING gas p o AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE WITH THE VEHICLE PARKED IN THE FORWARD 9O et POSITION. THE MIN. LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET. (CBC 1109A.8.5) #3 REBAR DRILLED INTO EDGE OF EXISTING WALK SLAB, a FI) MIN 3" EMBEDMENT USE SIMPSON EPDXITIE. (48" O.C.) • VAN ACCESSIBLE SPACES SHALL BE SERVED BYA LOADING AND UNLOADING ACCESS AISLE AT LEAST 8 FEET WIDE, PLACED ON THE PASSENGER SIDE WITH THE VEHICLE PARKED IN THE FORWARD POSITION. EACH SPACE SHALL BE DESIGNATED "VAN NEW CONCRETE CURB MIN 4"x4" ACCESSIBLE." (CBC 1109A.8.6) *THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BLUE BORDER 4" GRAVEL BASE ROCK UNDER NEW CONC. CURB HATCH LINES A MAX. OF 36 INCHES ON CENTER SHALL BE PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH LOADING AND NEW FLUSH CURB TO SLOPE WITH EXISTING COMPLIANT WALKWAY SLOPES NOT TO UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED EXCEED 5% IN THE DIRECTION OF TRAVEL & MAX 2% CROSS SLOPE SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. (CBC 1109A.8.5 & 1109A.8.6) �7) EXTENDED WALKWAY EDGE SCALE: 1"=1'-0" PU4 LL SI DE PULL SIDE IIIr� F_j7 32" MIN. PULL SIDE � I I — I o PUSH SIDE ACCESSIBLE DOORWAYS 2i e Z 24" N1., EXTERIOR DOORS I 18" MIN. CLEAR 9D I FOR \ BOTH CLOSER AND LATCH dI O O O O O O O MAX. MAX. 3 O O O \ IN ALL DIRECTIONS SHALL BE 1:48 MAX. (6)ACCESSIBLE CURB RAMP N.T.S. _��- max• SCALE: 1/2"=1'-0" MAXIMUM VERTICAL ALLOWANCES ON PATH OF TRAVEL PREFABRICATED TRUNCATED DOMES MADE BY STATE APPROVED MANUFACTURER. DOME PATTERN SHALL BE'IN LINE' OR AS APPROVED BY THE LOCAL JURISDICTION NOTE: 2 MAXIIAUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY NOTE: 1 WHEN DOOR SWINGS ONTO LANDING 42' MIN. PLUS DOOR WIDTH TRUNCATED DOME SECTION TAPERED EDGES 2.35".45" CN WHERE EXPOSED EQ. TO PATH OF TRAVEL WIDTH �~ AS I_ _ ____ a J RBQUI;ZtD BOTTOI,S LEVEL PLATFORMFN ALLtSSIt3Lt KUU I t NU I tS: • WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR THAT SWINGS TOWARDS THE WALK, AND NOT LESS THAN 48 INCHES BY 44 INCHES DEEP Al A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. (2013 CBC 1113A.4) •THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND AT LEAST 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR N.T.S. DOORS. (2013 CBC 1126A.3.2) •PROVIDE SIGNAGE DIRECTING PERSONS TO ACCESSIBLE ROUTE OF TRAVEL. SIGN SHALL BE LOCATED AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL. SIGNS SHALL INCLUDE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGN SHALL INDICATE THE DIRECTION TO THE ACCESSIBILE FACILITIES AND BUILDING ENTRANCES. SIGNAGE SHALL COMPLY W/THE REQUIREMENTS FOUND IN 2013 CBC 1143A. • WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY ACCESSIBLE W/ A MA), 1.5% CROSS SLOPE AND A MIN. WIDTH OF 48 60' MIN. INCHES. WHERE CHANGE IN ELEVATION AT A SLOPE EXCEEDS 5% ALL RAMPS SHALL COMPLY WITH 2013 CBC 1114A. WHEN NO DOOR SWINGS NOMINAL DIA. ONTO LANDING .E.L -11114" MIN._I 11/2" MIN. '-` TOP PLATFORM INTERMEDIATE LEVEL PLATFORM 12' MIN. 12" h4iN. 3'-6" J1'-0" Wz I u O I— 2' MAX. , 1 f _._,. ANY MAX. MAX. 3 GUIDE RAJL _ N.T.S. 13 CLEAR DOORWAY WIDTH AND DEPTH N.T.S. (14)60" DIAMETER SPACE N.T.S. 9 711.91 3 CENTERED AT O Z 3"1 1" HIGH AC2 - o (� 6 - - I DETECTABLE WARNING DETAIL N.T.S. 9 ACCESSIBLE RAMPS N.T.S. l 1VJGUIDE RAILS @ RAMPS N.T.S. 11 GUIDE RAILS HANDRAILS N.T.S. — — — — — — — — — — — — — — — — — — - T ACCESSIBLE KITCHEN NOTES (PER CBC 1133A): • THE TOPS OF TABLES AND COUNTERS SHALL BE 28 INCHES TO 34 INCHES A.F.F. • A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS EITHER A PARALLEL OR FORWARD APPROACH SHALL BE PROVIDED AT KITCHEN SINK AND ALL OTHER FIXTURES OR APPLIANCES. • THE CENTER LINE OF THE CLEAR FLOOR SPACE PROVIDED SHALL BE ALIGNED WITH THE CENTERLINE OF THE APPLIANCE OR FIXTURE. •A MIN. LENGTH OF 30 INCHES OF COUNTERTOP SHALL BE PROVIDED FOR THE KITCHEN SINK AND A MIN. LENGTH OF 30 I INCHES SHALL BE PROVIDED FOR A WORK SURFACE. DISPLAY CONDITIONS • FINISHED FLOORING SHALL BE EXTENDED TO THE WALL BENEATH THE SINK AND WORK SURFACE. I o THE INTERNATIONAL SYMBOL OF ACCESSIBILITY • LOWER SHELVING AND/OR DRAWER SPACE SHALL BE PROVIDED IN THE KITCHEN AT A HEIGHT NO MORE THAN 48 INCHES M A.F.F. _ I THE INTERNATIONAL YMBOL OF ACCESSI81L1TY_ IS _ R�OUIRi%D ON: • FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE PARKING SPACES DESIGNATED A5 R£s£RVED FOR INDIVIDUALS' WITH DISASILITIES; L_ _ — ACCESSIBLE PASSENGER LOADING ZONES; TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 6° 17"_2 — ACCESSIBLE ENTRANCES (INACCESSIBLE ENTRANCES -SHALL HAVE DIRECTIONAL S19NAGE TO INDICATE THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE): 1A--QACCESSIBLE TOILET AND BATHING FACILITIES PUSH SIDE HINGED DOOR ICJ ACCESSIBLE SYMBOL N.T.S. 1112B <10"-24" MAX AX ENLARGED RESTROOM PLAN KEY NOTES @SATIN STAINLESS STEEL RECESSED TOWEL DISPENSER/WASTE RECEPTACLE BOBRICK, #B-36903. OPERABLE PORTIONS OF THE DISPENSER SHALL BE MOUNTED 40" MAX A.F.F. O2 SATIN STAINLESS STEEL TOILET TISSUE DISPENSER BOBRICK#B-4288. TISSUE DISPENSER SHALL BE LOCATED 7" MIN. AND 9". MAX IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19" MIN. A.F.F. 036" AND 48" LENGTH SATIN STAINLESS STEEL GRAB BARS, BOBRICK #6806 4MIRROR. MOUNT BOTTOM OF REFLECTIVE SURFACE +40" A.F.F. 5 DOOR MOUNTED SIGNAGE -CENTERED ON OUTSIDE OF DOOR 60" ABV. FINISHED FLOOR. SEE A- S.0 #6 &7 FOR SIGNAGE DETAILS 6. FLOOR MOUNTED FLUSH TANK TOILET TYP. WHERE SHOWN 7. WALL MOUNTED BATHROOM SINK WITH INSTANT HOT WATER. KOHLER #K-2053-0. COLOR: WHITE. 8 FLOOR FINISH PER FINISH PER SCHEDULE. SEE SHEET A - 6.2 9 5' HIGH TILE WAINSCOT OVER WATER RESISTANT GYPSUM BOARD AT ALL WALLS. SEMI -GLOSS PAINT ABV. 0 SURFACE MOUNTED LIGHT FIXTURE 11 WIDESPREAD BATHROOM SINK FAUCET. KOHLER #K -942 -4 -CP OR APPROVED EQUAL. T/P OK SID NTED 48" AX. A.F.F. 13 WALL MOUNTED FLUSH URINAL WITH FLUSH CONTROLS MAX 44" A.F.F. 14AC2 e ACCESSIBLE RESTROOM DOOR & WALL SIGNAGE ;rAI F• 1/?"= 3'-6" J1'-0" Wz I u O I— 2' MAX. V-0" 3'-6" 1 f MIN. MAX. ANY MAX. MAX. 3 3 I V N.T.S. 13 CLEAR DOORWAY WIDTH AND DEPTH N.T.S. (14)60" DIAMETER SPACE N.T.S. 9 711.91 3 3 711. 11 00 AC2 11 9 O Z AC2 - o (� 6 - - 2 MIN. 24" MIN. *TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MIN. ABOVE C3 11 0 11 .� i MI . CLEAR 60" CLEAR /AqC2TURNINGMI 60" CLEAR CLETUBNING �\ SPACE60"56" SINGLE-ACCOMODATION TOILET FACILITY NOTES (PER CBC 1127A) MI MIN. CLEAR ACCESSIBLE UNISEX REST FINISH FLOOR OR GROUND SURFACE, MEASURED FROM BASELINE OF FLOORSPACE@ 6'-5" WATER CLOSET I \ 6'-5" MIN. TO FACE OF SHEETROCK MIN. TO FACE OF SHEETROCK WATER CLOSETS _ r---------------- I ACCESSIBLE UNISEX RESTROOM 60"x56"MIN.I LOWEST BRAILLE CELLS AND 60" MAX. ABOVE FINISH OR GROUND x a CLEAR FLOOR r — — — —� SPACE @WATER — — Ow/ URINAL TO NOT ENTER INTO WATER CLOSET I I 25 TYP. DOOR THRESHOLDS N.T.S. CLOSET CL I a, u CLEAR FLOOR SPACE _ — — — —� — — — — _J SURFACE MEASURED FROM BASELINE OF THE HIGHEST LINE OF RAISED / i VLAVATORY TO NOT 30"x48" MIN. 113 z I ENTER INTO URINAL / C FLOOR SPACE CLEAR FLOOR SPACE URINAL CHARACTERS. \AR / @ 30"x48" MIN. CLEAR FLOOR SPACE @ _ _ _ _ j Z LAVATORY — — — — •MOUNT SIGNAGE A:,'9" MIN. FROM CENTERLINE TO THE DOORJAMB 30"x48" MIN. CLEAR FLOOR SPACE @ LAVATORY ( -- 11 — <— 11 I -` — I O 12 53 07 1 C12 ® I ED O AT THE LATCH SIDE, PER CBC 1113-703.4.2. 3068 1 ¢x 7 1 3068 ENLARGED RESTROOM PLAN KEY NOTES @SATIN STAINLESS STEEL RECESSED TOWEL DISPENSER/WASTE RECEPTACLE BOBRICK, #B-36903. OPERABLE PORTIONS OF THE DISPENSER SHALL BE MOUNTED 40" MAX A.F.F. O2 SATIN STAINLESS STEEL TOILET TISSUE DISPENSER BOBRICK#B-4288. TISSUE DISPENSER SHALL BE LOCATED 7" MIN. AND 9". MAX IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19" MIN. A.F.F. 036" AND 48" LENGTH SATIN STAINLESS STEEL GRAB BARS, BOBRICK #6806 4MIRROR. MOUNT BOTTOM OF REFLECTIVE SURFACE +40" A.F.F. 5 DOOR MOUNTED SIGNAGE -CENTERED ON OUTSIDE OF DOOR 60" ABV. FINISHED FLOOR. SEE A- S.0 #6 &7 FOR SIGNAGE DETAILS 6. FLOOR MOUNTED FLUSH TANK TOILET TYP. WHERE SHOWN 7. WALL MOUNTED BATHROOM SINK WITH INSTANT HOT WATER. KOHLER #K-2053-0. COLOR: WHITE. 8 FLOOR FINISH PER FINISH PER SCHEDULE. SEE SHEET A - 6.2 9 5' HIGH TILE WAINSCOT OVER WATER RESISTANT GYPSUM BOARD AT ALL WALLS. SEMI -GLOSS PAINT ABV. 0 SURFACE MOUNTED LIGHT FIXTURE 11 WIDESPREAD BATHROOM SINK FAUCET. KOHLER #K -942 -4 -CP OR APPROVED EQUAL. T/P OK SID NTED 48" AX. A.F.F. 13 WALL MOUNTED FLUSH URINAL WITH FLUSH CONTROLS MAX 44" A.F.F. 14AC2 e ACCESSIBLE RESTROOM DOOR & WALL SIGNAGE ;rAI F• 1/?"= LOCATED WIHTIN THE REQUIRED WATER CLOSET CLEARANCE. SIGNS" # 529 OR APPROVED EQUAL •A MIN. 48 INCHES DEEP AND 60 INCHES WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. GRAB BARS 41419 SIGNAGE @ DOORS • GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. NOTES: • SIDE WALL GRAB BARS SHALL BE 42 INCHES LONG MIN., LOCATED 12 INCHES MAX. FROM THE REAR LEVERS PUSH/PULL PANIC BAR -PICTORAL SIGNS SHALL BE ,, I „ WALL AND EXTEND 54 INCHES MIN. FROM THE REAR WALL. ACCOMPANIED BY THE EQUIVALENT •- THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTERLINE OF VERBAL DESCRIPTION PLACED DIRECTLY THE WATER CLOSET 12 INCHES MIN, ON ONE SIDE AND 24 INCHES MIN. ON THE OTHER SIDE. BELOW THE PICTOGRAM. THE BORDER -�--�— • GRAB BARS SHALL BE INSTALLED 33 INCHES MIN. AND 36 INCHES MAX. ABV. FINISHED FLOOR MEASURED DIMENSION OF THE PICTOGRAM SHALL _ BE A MIN OF 6" IN HEIGHTPER CBC TO THE TOP OF THE GRIPPING SURFACE. LLD 11176.5.5.3 HEIGHT( J II z_ ¢ I III z Q )I •GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 11/4" MIN. AND oo ) Ln 2 INCHES MAX. - WALL MOUNTED SIGNAGE TO BE LAVATORIES LOCATED ON LATCH SIDE OF DOOR m FLOOR m • LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MIN. OF 18 INCHES SWING. SIGNS W/ RAISED CHARACTERS HORIZONTALLY FROM AN ADJOINING WALL, PARTITION, OR FIXTURE. THE TOP OF THE FIXTURE RIM & BRAILLE SHALL BE LCOATED 48" MIN. 2O DOOR HARDWARE N.' .S. A.F.F., MEASURED FROM THE BASELINE SHALL BE A MAX. OF 34 INCHES ABV. THE FINISHED FLOOR. OF THE LOWEST LINE OF BRAILLE & • A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN FRONT OF ACCESSIBLE 58"-60" MAX. A.F.F. MEASURED FROM THE LAVATORIES TO ALLOW FORWARD APPROACH. BA ELINE OF THE HIGHEST LINE OF THE • A CLEAR AND UNOBSTRUCTED KNEE AND TOE SPACE SHALL BE PROVIDED UNDERNEATH THE LAVATORY. ED CHARACTERS. THE KNEE AND TOE SPACE SHALL BE CENTERED ON THE FIXTURE. THE CLEAR FLOOR SPACE REQUIRED IN 16 ACCESSIBLE RESTROOM DOOR & WALL SIGNAGE N.T.S. FRONT OF THE LAVATORY SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE MORE THAN 19 INCHES. • THE FINISHED FLOOR SPACE BENEATH THE LAVATORY SHALL BE EXTENDED TO THE WALL. UNISEX SANITARY FACILITES TO BE IDENTIFIED WITH • WATER SUPPLY AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE "TRIM CO SIGNS" #752 D R SIGNOR APPOV EQUAL COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. URINALS NOTES: • URINALS SHALL BE FLOOR MOUNTED OR WALL HUNG. THE RIM OF THE WALL HUNG URINALS SHALL BE o • UNISEX SANITARY FACILITY SIGN SHALL BE 1/4" THICK, 12' 17" MAX A.F.F. URINALS SHALL BE 13.5" DEEP MIN. MEASURED FROM THE OUTER FACE OF THE RIM TO DIA. CIRCLE W/ A TRIANGLE SUPERIMPOSED ON THE 10" MIN, BOTTOMS RAIL THE BACK OF THE FIXTURE. CIRCLE W/1 THE 12" DIA. & CHARACTERS AND • FLUSH CONTROLS SHALL BE PER CBC 1127A.2.4.2 BACKGROUND SHALL BE NON -GLARE AND CONTRAST AND •A CLEAR FLOOR SPACE 30" X 48" SHALL BE PROVIDED IN FRONT THE URINAL TO ALLOW FORWARD RESTROO SIGN TO CONTRAST WITH DOOR. (CBC FACILITIES 3. SHALL • DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE APPROACH. IDENTIFIED BY A GEOMETRIC SYMBOL • 1115B.4.3 1 Faucet controls and operating mechanisms shall be operable with one hand in • GEOMETRIC SYMBOLS SHALL BE CENTERED HORIZONTALLY accordance with CBC Chapter 11 B and shall not require tight grasping, pinching or twisting of the ON THE DOOR AT A HEIGHT OF 58"-60" A.F.F. MEASURED TO wrist. The force required to activate controls shall be no greater than 5 Ibf (22.2 N). Lever- operated, AC2 THE CENTER OF THE SYMBOL push -type and electronically controlled mechanisms (preferable) are examples of ac,•eptable designs. • EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR Self-closing valves are allowed if the faucet remains open for at least 10 seconds. EASED. CORNERS SHALL HAVE A MIN. RADIUS OF 1/8" • 1115B.4.7 Each accessible sink shall be a maximum of 6 1/ 2 inches deep. Sinks shall be mounted 17 ACCESSIBLE RESTROOM DOOR SIG AIL N.T.S. with the counter or rim no higher than 34 inches above the finish floor. Knee clearance that is at least 27 inches high, 30 inches wide and 19 inches deep shall be provided underneath sinks. Hot water and drain pipes exposed under sinks shall be insulates' or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under sinks. • 1115B.8.3 Towel, sanitary napkins, waste receptacles, dispensers and controls. Where towel, sanitary napkins, waste receptacles, dispensers, other equipment and controls are provided, at least one of each type shall be located on an accessible route, with all operable parts. including coin slots, within 40 inches from the finished floor and shall comply with Section 1117B.6, Controls and Operating Mechanisms. • 1127A.9.4.1 Size and approach. The minimum clear floor or ground space required to accommodate a single, stationary wheelchair and occupant is 30 inches by 48 inches. The minimum clear floor or ground space for wheelchairs may be positioned for forward or parallel approach to an object. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects. . • 1134A.8 8. Mirrors and Towel Fixtures. Where mirrors or towel fixtures are provided they shall be mounted with the bottom edge no higher than 40 inches from the floor. • 11186.4 2. Relationship of maneuvering clearances to wheelchair spaces. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear floor space. If a clear floor space is located in an alcove or otherwise confined on all or a part of three sides, additional maneuvering clearances. URGER BUMPER ON CHAIR 21 PUSH PLATES @ DOORS N.T.S. a O� l7 a Wz I u O I— 2' MAX. 1 f u Z ANY o u a I I I V N.T.S. 13 CLEAR DOORWAY WIDTH AND DEPTH N.T.S. (14)60" DIAMETER SPACE N.T.S. �1 14" 12"MAX @ 1:2 SLOPE *TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MIN. ABOVE .� �\ MAX SINGLE-ACCOMODATION TOILET FACILITY NOTES (PER CBC 1127A) MI FINISH FLOOR OR GROUND SURFACE, MEASURED FROM BASELINE OF �% F_ WATER CLOSETS r---------------- , LOWEST BRAILLE CELLS AND 60" MAX. ABOVE FINISH OR GROUND x a 25 TYP. DOOR THRESHOLDS N.T.S. 1 I SURFACE MEASURED FROM BASELINE OF THE HIGHEST LINE OF RAISED •THERE SHALL BE SIGNIFICANT SPACE IN THE TOILET ROOMS FOR A WHEELCHAIR MEASURING 30 INCHES I 1 I CHARACTERS. >< WIDE BY 48 INCHES LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. THERE SHALL BE IN j Z •MOUNT SIGNAGE A:,'9" MIN. FROM CENTERLINE TO THE DOORJAMB THE ROOM A CLEAR TURNING SPACE OF AT LEAST 60 INCHES IN DIAMETER. REQUIRED CLEAR FLOOR 1 O AT THE LATCH SIDE, PER CBC 1113-703.4.2. ¢x 7 I I SPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 1 I _� REFU BRAILLE IS TO BE CENTERED OR LEFT -JUSTIFIED UNDER TACTILE CHARACTERS. mm < • DOORS SHALL NOT ENCROACH INTO THE TURNING SPACE SPECIFIED ABOVE BY MORE THAN 12 INCHES. N I •ACLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN. in • A WATER CLOSET FIXTURE LOCATED IN A SINGLE-ACCOMODATION TOILET FACILITY SHALL BE I ® I I I CENTEREDONTACTILE CHARACTERS, TO BE PROVIDED BEYOND THE ARC OF ANY DOOR POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE L61--- L----------- ------ SWING BETWEEN THE CLOSED POSITION AND HIGH AND LOW LIMITS OVER OBSTRUCTIONS WATER CLOSET SHALL BE 17 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. KNEE 11" 25 MAX 45'OPEN POSITION. • CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM ACE MI • WHERE PERMANENT IDENTIFICATION SIGNAGE 22 _ IS PROVIDED FOR ROOMS AND SPACES THEY ACCESSIBLE SIDE REACH N.T.S. THE REAR WALL. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO 715TACCESSIBLE LAVATORY KNEE & TOE CLERANCES SCALE: 1/2"=1'-0" SHALL BE LOCATED ON THE APPROACH SIDE OF OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL THE DOOR AS ONE ENTERSTHE ROOM OR w UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE, AND CLEARANCES REQUIRED SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE F CORRIDOR OR OTHER a AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WALL MOUNTED SIGNAGE "TRIMCO AC2 1 LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. ? Ln CIRCULATION SPACE 3 a w LOCATED WIHTIN THE REQUIRED WATER CLOSET CLEARANCE. SIGNS" # 529 OR APPROVED EQUAL •A MIN. 48 INCHES DEEP AND 60 INCHES WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. GRAB BARS 41419 SIGNAGE @ DOORS • GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. NOTES: • SIDE WALL GRAB BARS SHALL BE 42 INCHES LONG MIN., LOCATED 12 INCHES MAX. FROM THE REAR LEVERS PUSH/PULL PANIC BAR -PICTORAL SIGNS SHALL BE ,, I „ WALL AND EXTEND 54 INCHES MIN. FROM THE REAR WALL. ACCOMPANIED BY THE EQUIVALENT •- THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTERLINE OF VERBAL DESCRIPTION PLACED DIRECTLY THE WATER CLOSET 12 INCHES MIN, ON ONE SIDE AND 24 INCHES MIN. ON THE OTHER SIDE. BELOW THE PICTOGRAM. THE BORDER -�--�— • GRAB BARS SHALL BE INSTALLED 33 INCHES MIN. AND 36 INCHES MAX. ABV. FINISHED FLOOR MEASURED DIMENSION OF THE PICTOGRAM SHALL _ BE A MIN OF 6" IN HEIGHTPER CBC TO THE TOP OF THE GRIPPING SURFACE. LLD 11176.5.5.3 HEIGHT( J II z_ ¢ I III z Q )I •GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 11/4" MIN. AND oo ) Ln 2 INCHES MAX. - WALL MOUNTED SIGNAGE TO BE LAVATORIES LOCATED ON LATCH SIDE OF DOOR m FLOOR m • LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MIN. OF 18 INCHES SWING. SIGNS W/ RAISED CHARACTERS HORIZONTALLY FROM AN ADJOINING WALL, PARTITION, OR FIXTURE. THE TOP OF THE FIXTURE RIM & BRAILLE SHALL BE LCOATED 48" MIN. 2O DOOR HARDWARE N.' .S. A.F.F., MEASURED FROM THE BASELINE SHALL BE A MAX. OF 34 INCHES ABV. THE FINISHED FLOOR. OF THE LOWEST LINE OF BRAILLE & • A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN FRONT OF ACCESSIBLE 58"-60" MAX. A.F.F. MEASURED FROM THE LAVATORIES TO ALLOW FORWARD APPROACH. BA ELINE OF THE HIGHEST LINE OF THE • A CLEAR AND UNOBSTRUCTED KNEE AND TOE SPACE SHALL BE PROVIDED UNDERNEATH THE LAVATORY. ED CHARACTERS. THE KNEE AND TOE SPACE SHALL BE CENTERED ON THE FIXTURE. THE CLEAR FLOOR SPACE REQUIRED IN 16 ACCESSIBLE RESTROOM DOOR & WALL SIGNAGE N.T.S. FRONT OF THE LAVATORY SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE MORE THAN 19 INCHES. • THE FINISHED FLOOR SPACE BENEATH THE LAVATORY SHALL BE EXTENDED TO THE WALL. UNISEX SANITARY FACILITES TO BE IDENTIFIED WITH • WATER SUPPLY AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE "TRIM CO SIGNS" #752 D R SIGNOR APPOV EQUAL COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. URINALS NOTES: • URINALS SHALL BE FLOOR MOUNTED OR WALL HUNG. THE RIM OF THE WALL HUNG URINALS SHALL BE o • UNISEX SANITARY FACILITY SIGN SHALL BE 1/4" THICK, 12' 17" MAX A.F.F. URINALS SHALL BE 13.5" DEEP MIN. MEASURED FROM THE OUTER FACE OF THE RIM TO DIA. CIRCLE W/ A TRIANGLE SUPERIMPOSED ON THE 10" MIN, BOTTOMS RAIL THE BACK OF THE FIXTURE. CIRCLE W/1 THE 12" DIA. & CHARACTERS AND • FLUSH CONTROLS SHALL BE PER CBC 1127A.2.4.2 BACKGROUND SHALL BE NON -GLARE AND CONTRAST AND •A CLEAR FLOOR SPACE 30" X 48" SHALL BE PROVIDED IN FRONT THE URINAL TO ALLOW FORWARD RESTROO SIGN TO CONTRAST WITH DOOR. (CBC FACILITIES 3. SHALL • DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE APPROACH. IDENTIFIED BY A GEOMETRIC SYMBOL • 1115B.4.3 1 Faucet controls and operating mechanisms shall be operable with one hand in • GEOMETRIC SYMBOLS SHALL BE CENTERED HORIZONTALLY accordance with CBC Chapter 11 B and shall not require tight grasping, pinching or twisting of the ON THE DOOR AT A HEIGHT OF 58"-60" A.F.F. MEASURED TO wrist. The force required to activate controls shall be no greater than 5 Ibf (22.2 N). Lever- operated, AC2 THE CENTER OF THE SYMBOL push -type and electronically controlled mechanisms (preferable) are examples of ac,•eptable designs. • EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR Self-closing valves are allowed if the faucet remains open for at least 10 seconds. EASED. CORNERS SHALL HAVE A MIN. RADIUS OF 1/8" • 1115B.4.7 Each accessible sink shall be a maximum of 6 1/ 2 inches deep. Sinks shall be mounted 17 ACCESSIBLE RESTROOM DOOR SIG AIL N.T.S. with the counter or rim no higher than 34 inches above the finish floor. Knee clearance that is at least 27 inches high, 30 inches wide and 19 inches deep shall be provided underneath sinks. Hot water and drain pipes exposed under sinks shall be insulates' or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under sinks. • 1115B.8.3 Towel, sanitary napkins, waste receptacles, dispensers and controls. Where towel, sanitary napkins, waste receptacles, dispensers, other equipment and controls are provided, at least one of each type shall be located on an accessible route, with all operable parts. including coin slots, within 40 inches from the finished floor and shall comply with Section 1117B.6, Controls and Operating Mechanisms. • 1127A.9.4.1 Size and approach. The minimum clear floor or ground space required to accommodate a single, stationary wheelchair and occupant is 30 inches by 48 inches. The minimum clear floor or ground space for wheelchairs may be positioned for forward or parallel approach to an object. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects. . • 1134A.8 8. Mirrors and Towel Fixtures. Where mirrors or towel fixtures are provided they shall be mounted with the bottom edge no higher than 40 inches from the floor. • 11186.4 2. Relationship of maneuvering clearances to wheelchair spaces. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear floor space. If a clear floor space is located in an alcove or otherwise confined on all or a part of three sides, additional maneuvering clearances. URGER BUMPER ON CHAIR 21 PUSH PLATES @ DOORS N.T.S. a O� l7 a Wz I u O I— 2' MAX. 1 f u Z ANY o u a I I 1 WING WALLS DOWN TO FLOOR ADDITIONAL PROTECTION PROTRUDING OBJECTS NOT REQUIRED BETWEEN HANGING ON WALL WITH WING WALLS LEADING EDGES ABOVE 27" 23 PROTECTION AROUND WALL MOUNTED OBJECTS & CLEAR WIDTHS N.T.S. rrl F G a V1 4 0 t� 1� 6 24 HEIGHTS FOR ACCESSIBILE FIXTURES N.T.S. PERMIT # & f BUTTE CGUNI TY (-1,1.4+7',!T , i i' O M 0 1 w ❑• 2 1/2" WALL TRIM ENTRY AND ALL OFFICES 0 0 0 0 --- i Al ENTRY n n A MWE V a NJ LE mimimimiml ONE isimmm 00 �0 E .701 1 riWOOD CAP O O 00 �0 E riWOOD CAP 6" W X 28" DP. ± ELECTRICAL BOX 0 M COPY MACHINE A COPY/STORAGE 51 HIGH TILE WAINSCOT OVER WATER RESISTANT GYP BOARD -w ALL WALLS W! SEMI -GLOSS DURAPDXY PAINT ABOVE. •--\ Q M 1 1/2" X 511 TRIPLE STEP CORBELS �-• OPEN �-• OPEN �-. OPEN /3\ OFFICE 05 KITCHEN • • SEE ENGINEERING DRAWINGS O O COMMON AREA l-. 6X6 CORBELS TYP. i ■511FIN riWOOD CAP O O O O O MIMI O O KITCHEN • • SEE ENGINEERING DRAWINGS O O COMMON AREA l-. 6X6 CORBELS TYP. i A OFFICE MANAGER A Igo ,& CONFERENCE ROOM /\ DURAPDXY PAINT ALL WALLS j 6 6" �) Ln U 1 Z Z Z INSULATE HOT WATER d DRAIN PI DES 5" COVED TAN RUBBER BASE A 5ATHROOM A 5 ATNROOM riWOOD CAP O O O O O O O ZD 1 N M A OFFICE MANAGER A Igo ,& CONFERENCE ROOM /\ DURAPDXY PAINT ALL WALLS j 6 6" �) Ln U 1 Z Z Z INSULATE HOT WATER d DRAIN PI DES 5" COVED TAN RUBBER BASE A 5ATHROOM A 5 ATNROOM O • SEE ENGINEERING DRAWINGS 0 IN 71mm 1 1 1-dOPEN \-+ OPEN A2 OFFICE #5 SOFFIT TYP. 011-11 1 ACCESSIBLE COUNTER TOP AND OPEN TO BELOW. INSULATE KITCHENPLUMBING PIPETS BELOW COUNTER. NO DISPOSER A COMMON AREA � A GALLERY PERl4!T _ 61 YR • 8 tg� DX! E _1��J Z�/6 _ FAY_.__ O O O O O O • SEE ENGINEERING DRAWINGS 0 IN 71mm 1 1 1-dOPEN \-+ OPEN A2 OFFICE #5 SOFFIT TYP. 011-11 1 ACCESSIBLE COUNTER TOP AND OPEN TO BELOW. INSULATE KITCHENPLUMBING PIPETS BELOW COUNTER. NO DISPOSER A COMMON AREA � A GALLERY PERl4!T _ 61 YR • 8 tg� DX! E _1��J Z�/6 _ FAY_.__ � ��"- '� � �;�' } -. � ) .'�`� � �."'' tet'" f • d �"i "•'�..-., J NO. ROOM 157R T14 R 0 0 M 5 ITEM COLOR COMPANY MODEL NUMBER NO- TYPE COLOR COMPANY MODEL NUMBER UlIL-41Y, ORRR&Ey 1;11,5C@ NO. TYPE COLOR COMPANY MODEL. NUMBER 7 BRTH 1 URINAL WHITE KOHGER K -5016 -ET T DISHWASHER BLACK GE GDT5&05GF88 2X TRIM LAYTEX EGGSHELL 2 7 ARROYO RED FIXTURE BN KOHLER TRI O1NT TOUCHLES5 DC 51PH0 7 DISPOSAL REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. WHIRLPOOL 1/2 HORSE 6C2000PE STONEWOOD SEMI- MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOORS OTHER THAN BY OPERATING THE - A PAIR OF DOORS MUST HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. 7 - THE FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL BE LEVEL. SINK WHITE KOHGER K -2196-q-0 7 MICROWAVE/OVEN COMBO BLACK WHIRLPOOL W005gECOAB 514FE0,50, a c X ONE !N MECH• 5EE MECHANICAL WR TER 14ERTE R ON DEMAND 7 FAUCET BN AMERICAN STANDARD IN58ROOK Dc rouCNIE55 0.5 oPm 7 TRIM KIT BLACK WHIRLPOOL, DOOR TYPE VENEER COMPANY OTHER 7 5/8" CEILING 712" WAGGS SQURRE CORNERS TOILET WHITE TOTO ECO DRAKE 7.25 GPF 7 RANGETOP BLACK GE 36" JP3536DJES cv O CA611VET, CABINET EXTERIOR TO SE.• Jtql;lglL.,Lo.,SITRI I9 MIL-o&WORX RED BIRCH o i. DECORRTIVE C01,0174AIS 2 LEVEL C57_7ggFl N#Ol 7 HOOD BLACK ZEPHYR 6" HURRICANE AK2536BB CABINET INTERIOR TO 8E.• MILRMINE TO MATCH RED EIRCH 7 BATH 2 SINK WHITE KOHGER K -2196-q-0 7 REFRIGERATOR BLACK GE G5E25GGHBB JAMBS TO BE.- SILLS TO Er.. 7 FAUCET BN AMERICAN STANDARD INSBRooK Dc roucN�E55 0.5 GP 1 KITCHEN SrNK '� STAINLESS STEEL KOHLER VER5E K -3373 -7 -NA TRIM TO BE.• 2 712" TRIPLE STEP PAINT GRADE 7 o TOILET WHITE TOTO ECO DRRKE 7.25 GPF 7 FAUCET CP MPLICE K -597 -CP 1.8 GP YE CROWN: TRIPLE STEP 2 712" FORMICA ALL 3202-58 OTTER MATTE FINISH WI 8ACK5PLR5H q HT ti NON- TOUC14LE55 C517qqELN#077 • ADA KITCHEN SINK STAINLESS STEEL JUST 5F -ADR -7313 -R -6R • • C4 2 BOTH 36" GRAB BAR P5 /GOHGER 1<-705gq-5 7 FAUCET CP KO LERMPG/CE ' K -597 -CP 7.6 GPM 7 NY WHOLE HOUSE FAN TRMARAC HV 2gOO COMMON AREA 2 q8" GRAS BAR P5 1<0141 -ER• --_—K- 705g6-5 1 C NFERENCE ROOM / K STAINLESS STEEL BLANCO RONDO 573652 • • 2 TP HOLDER BN KOHGER 1<-13g3q 7 FAUCET CP 1<0141 -ER MPG/CE K -597 -CP 7.6 GPM SECURITY SY EAGLE 5ECURITY EXTERIOR CAMERAS 2 PAPER TOWEL DISPENSER BLACK UG1NE MANUAL 14-7737 1 OR EQUAL EXTERIOR PR/A/T STRIAl & SERLERS LOCATION TYPE COAT5 NUMBER MIME WALLS R5C8P 2 514ERIVIN WILLIA/ BGERCmoG 0/1- /LCLEAR CLEARSTORY WRGG5 KEGLy MOORE 2 BATHS ZINCALUTAE PLUS ' GUTTER LRyTFx EGGSHELL 2 272,E-20 TROUT DRAY 2X TRIM LAYTEX EGGSHELL 2 2055-70 ARROYO RED FASCIA LAYTEX EGGSHELL 2 2127-70 TW/GIGHT ZONE 8EAM5 AND P05T5 REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 2 227 STONEWOOD SEMI- RAN5PRRAENT 5T91 FxTFRIOR SIDING 516" TK 17-77 DOUGLAS FIR PREMIUM SELECT NO GROOVES ��?"FRIOR TRIM X 3 7/2 CEDAR KD R5 BRTT5 0 76" 07 ROOFING COMPANY LOCATION COMPANY CRSOT ALL ROO1n5 KELLY MOORE R5C8P WALL ACCENT 514ERIVIN WILLIA/ BEN MOORE KITCHEN & KEGLy MOORE BEN MOORE BATHS DURRPOlYy BEN MOORE 5IKKENS #26 GAGE METAL ROOFING ASC SKYLINE PROFILE STANDING SEAM 76" O -C- OLD ZINC GRR ICE & WATER 514IELD HT UNDERLRyMENT UIRLI.L.0 FIA11,514 NUMBER NAME FINISH COR 1<15572& AFTERNOON ST GL FLAT 2 5W7705 WHEAT PENNY FLAT 2 1015728 AFTERNOON 5'r)40LL, DURRPOlYy 2 CEIL011\16 �"II1115� MRI5ON BLANCHE SW -7526 SNERWIN ldlUh DOOR FIA11,51-1 BRIGHT CHERRY 50)-3709-8 51-IERWIN WILLIAM Jtqlng FIN1,514 PAPER LANTERN 50-7676 SEMI -GLOSS 5HERWIN W/LGIRMS TRIS FIA11,514 PAPER LANTERN 514)-7676 SEMI -GLOSS 514ERWIN WILLIAMS RoOORIA165 REMARKS ITEM ROOM DESCRIPTION CARPET AGES OFFICES 7--f ONLY MATERIALS ONLY NO INSTALLATION $36-00'1-;Q-FT- CONCRETE 36.00/SQ•FTCONCRETE ALL OTHER MATCH 5A1;lPGE INTERIOR BATH5 DAG TILE LOCATION SIDEWALKS/CURBS TILF FIA11,514 CERAMIC BIRCH Q1464 6X6 5' HT WA! F&RTWORX TYPE ICOLOR ,f" TK CONCRETE 1 2 FRGS LAMP BLACK wl DACE- ZI/r;EIL~ I STUCCO COMPR/V y OTHER DOOR146RDUIRRE 5Y OWNER N.1.8 MILL FIIVI514 SIERRA PACIFIC OR EQUAL COLOR: CRANBERRY STAIN GRADE PINE Int950AIRY so, W1 INTERIOR SIL1,5 OCR ON. COMPANY 5TyLE FINISH BRIGHT CHERRY 5W -3709-B 514ERWIN Wll LWRM5 EXTERIOR DOOR5 5CHLAGE F40-1_AT WI 860 DOCK SET SATIN NICKEL EXTERIOR DECKING OILING IniqTERML.0 MFCAqA11Ctqlw UNI F5 BATHROOM HARDWARE SCHGRGE F40 -LAT -OCKR81,E MEDIUM BRONZE INTERIOR TRUSSES/WOOD CEILING BERCHWOOD 5W-3132-1< 514ERWIN WILLIAM5 LOCATION COMPANY TYPE MODEL NUMBER / EFFICIENCY STU15 DOOR ACCESSIBILITY NOTES IN THE PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, OR BY PANIC DEVICES DESIGNED TO PROVIDE PASSAGE WITHOUT - DOORS SHALL NOT BE LESS THAN 6'-8" IN HEIGHT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. - SWINGING DOORS. SHALL PROVIDE A NET CLEAR OPENING WIDTH OF 32 INCHES MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF SO DEGREES FROM THE CLOSED POSITION. 5EE CAGC5 FURNACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOORS OTHER THAN BY OPERATING THE - A PAIR OF DOORS MUST HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. LOCKING DEVICE SHALL NOT BE USED. - THE FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL BE LEVEL. - MAX. EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS AND 13 POUND FOR FIRE DOORS. - PROVIDE 40" MIN. CLEAR FLOOR SPACE IN FRONT OF FRONT APPROACH SLIDING DOOR, - PROVIDE 18 AT STRIKE SIDE OF INTERIOR DOORS (SWING SIDE) AND 12 AT STRIKE SIDE OF INTERIOR DOORS (NON -SWING SIDE) AT DOORS IV/ CLOSER t LATCH. CONDENSOR - PROVIDE STOPS AT ALL DOORS - MANEUVERING CLEARANCES AT INTERIOR DOORS SHALL PROVIDE A MIN. LENGTH ON BOTH SIDES OF THE DOOR OF AT LEAST 42 INCHES MEASURED AT A RIGHT ANGLE TC THE PLANE OF THE DOOR IN ITS DOORS CLOSED POSITION. DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. 514FE0,50, a c X ONE !N MECH• 5EE MECHANICAL WR TER 14ERTE R ON DEMAND ROOMIRITIC PLAN DOOR TYPE VENEER COMPANY OTHER 3 5/8" CEILING 712" WAGGS SQURRE CORNERS to� A" EXTERIOR DOORS PLANKED FIBER -CLASSIC CRK THERMRTRU WI STAIN KIT cv O CA611VET, CABINET EXTERIOR TO SE.• Jtql;lglL.,Lo.,SITRI I9 MIL-o&WORX RED BIRCH o i. DECORRTIVE C01,0174AIS W/ CLRVO5 W CABINET INTERIOR TO 8E.• MILRMINE TO MATCH RED EIRCH CABINET FINISH: BRIGHT CHERRY SW -3709-9 514ERWIN WILLIAMS JAMBS TO BE.- SILLS TO Er.. PRINT GRADE SLAIN GRADE COUNTERITOP FFRENCH INTERIOR DOORS PANED D•F• 9320 SIMPSON RD50�f GL- DR- 7002 5IMP50N TRIM TO BE.• 2 712" TRIPLE STEP PAINT GRADE o BASEBOARDS: PRINT GRADE 5 1121, EASED EDGE ITEM ROOM DESCRIPTION • CROWN: TRIPLE STEP 2 712" FORMICA ALL 3202-58 OTTER MATTE FINISH WI 8ACK5PLR5H q HT ti • URA/D 0 ws 0 • • C4 DACE- ZI/r;EIL~ I LOCATION COMPR/V y OTHER DOOR146RDUIRRE 5Y OWNER N.1.8 ALL SIERRA PACIFIC OR EQUAL COLOR: CRANBERRY STAIN GRADE PINE so, W1 INTERIOR SIL1,5 OCR ON. COMPANY 5TyLE FINISH rfIIa Ito EXTERIOR DOOR5 5CHLAGE F40-1_AT WI 860 DOCK SET SATIN NICKEL INTERIOR DOORS 5C1_1LAGE F10 -GRT SATIN NICKEL CABINET HARDWARE EMTEK VERTICAL RING PULG5 MEDIUM BRONZE �i V BATHROOM HARDWARE SCHGRGE F40 -LAT -OCKR81,E MEDIUM BRONZE - COORDINATE WITH ARCHITECT FOR HARDWARE TYPE t STYLE 1 - HAND ACTIVATED DOOR -OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" A.F.F. LATCHING t LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE DOOR ACCESSIBILITY NOTES IN THE PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, OR BY PANIC DEVICES DESIGNED TO PROVIDE PASSAGE WITHOUT - DOORS SHALL NOT BE LESS THAN 6'-8" IN HEIGHT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. - SWINGING DOORS. SHALL PROVIDE A NET CLEAR OPENING WIDTH OF 32 INCHES MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF SO DEGREES FROM THE CLOSED POSITION. - ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT (EXCPET MAIN DOOR). MANUALLY OPERATED EDGE OR SURFACE - SWINGING DOORS SHALL BE CAPABLE OF OPENING AT LEAST SO DEGREES. MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOORS OTHER THAN BY OPERATING THE - A PAIR OF DOORS MUST HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. LOCKING DEVICE SHALL NOT BE USED. - THE FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL BE LEVEL. - MAX. EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS AND 13 POUND FOR FIRE DOORS. - PROVIDE 40" MIN. CLEAR FLOOR SPACE IN FRONT OF FRONT APPROACH SLIDING DOOR, - PROVIDE 18 AT STRIKE SIDE OF INTERIOR DOORS (SWING SIDE) AND 12 AT STRIKE SIDE OF INTERIOR DOORS (NON -SWING SIDE) AT DOORS IV/ CLOSER t LATCH. THRESHOLDS AT THE PRIMARY ENTRY AND REQUIRED EXIT DOORS SHALL BE NO HIGHER THAN 1/2 INCH. CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED' V2 INCH, - PROVIDE STOPS AT ALL DOORS - MANEUVERING CLEARANCES AT INTERIOR DOORS SHALL PROVIDE A MIN. LENGTH ON BOTH SIDES OF THE DOOR OF AT LEAST 42 INCHES MEASURED AT A RIGHT ANGLE TC THE PLANE OF THE DOOR IN ITS - WHERE DOORS HAVE A CLOSER, SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF SO DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION 12 CLOSED POSITION. DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. - THE BOTTOM 10 INCHES OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED 51IRFACE TO ALLOW THE DOOR TO BE OPENING BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. DACE- ZI/r;EIL~ I so, .•E> rfIIa Ito I` s 3 to� toi cv o i. • • • • 0 • • C4 .. • .. U z . . • • s• LLJ Ln m: cr LLI • . .. . , . , L ----------------- ...... ...... ...... ...... I � al qP II qP II qP I- Dfle=rrls CONIDEN50RS OUT IN LANDSCAPE SEE PG. 2 I n Q% Q% MA Y �t I SOFFIT rr- \ 6 . l \ I �J ............... T(6s EXIT 126 f SOFFIT %�/ . — r — ED !.0 HDMI IN WALL I lu f O HDMI I I j • OFFIT r- — • — — �6 EXIT +40 — \ CONDENSOR Ll. ( Ila/SEcuRITY _ • � Nc7WJRKING ' � I • �, PHONE INTO . I ELEC. CAB. I \ I \ 1 I/ I N ` SOFFIT i 1 a 8.-0.. EXIT HDMI =® I TV HT . - I l V WF •U I I ' S- PEERLESS LED LTS. I �•� 1 1 I 0 • TV HT. I • - i X 1 I I I i I/ 0 ALARMI BELL r I wm I C,u Wn •v �= I 0 Z I M I � I I I HDMI � • 1 � 1 j II I • SOFFIT � J ! 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IEL BLARD *W01• TOTALVAPHASLA- 6000 • am : 9372 TOTALVAPHASEA. 6672 • 14162 : 2ZSU.00 TOTALVAPHA.SE8- 7212 + 3272 - 10564 TOTALVAPHASes. asat 14114 23,025.00 TOTAL VA PHASE C - 7212 ♦ 12.% - . 6508 TOTAL VA PHASE C - tazsx • 14saa 2e,180.00 TOTALCOMBd1EDLOAD 28464 ra TOTALCOMI&MMLOAD T4,109.00 va 28464 va DMDED BY(208v X 1.73) = 79.07 Amperes 74,109.00 va 1(208v X 1.73) = 205.86 Amperes OD INTERNALLY ILLUMINATED EXIT SIGN IEXITJ TACTILE EXIT SIGN WITH THE WORD "EXIT" TO EXIT TACTILE EXIT SIGN WITH THE WORD "TO EXIT" �IAXJ MAXIMUM OCCUPANT SIGNAGE JEXITJ NEW EMERGENCY EXIT LIGHT W/ BATTERY BACKUP t exit i i ------ ...... —.4 f I If FZ:F-'V.12-Z I �- s •� I ! TO LIGHT I GORRILL RANCH ONE LINE DIAGRAM 5TANDARD5 TO LANDSCAPE I E acwrrr. f" T"�ICAL L JK A-4. Fristlug 480v3 phase I00A electrical Panel fed from (ex) meter main service. New 480v 3phase I00amp fused disconnect New 208v 3phase New 275 amp 200amp fused 1201208v 3phase 42 disconnect spaceNlpanelbo..-d New l I2 kVA 480/277v to 1201208v 3 phase Transformer (4) 410 THWN-2 cu in , (4)1/0 XHHW-2 a1 in a 15' a 2'conduit w/ (1) i4 eristing ground conduitwl (1) tb THWN Cu THWN cu Ground. Ground. 14 cu Ground wire a4 cu Ground wire connect to a connect to a 518•zT ground rod ground rod NOTES: -INTERIOR ACCESSIBLE ROUTES SERVING AN OCCUPANT LOAD OF 10. OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. -EVERY ROOM OR SPACE THAI IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED- IN A CONSPICUOUS SPACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY. SIDE -HINGED GED SWINGING TYPE. -EGRESS DOORS SHALL BE OF THE P1Y0'i � MARKED BY AN APPROVED EXIT -EXITS AND EXIT ACCESS DOORS SMALL B SIGN READILY V!515LE FROM ANY DIRECTION OF EGRESS TRAVEL. -EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD -.'EXIT." ELECTRICAL LEGEND SWITCH DIMMER SWITCH D $ 3 -WAY SWITCH 3 $ 4 -WAY SWITCH 120V DUPLEX OUTLET 120V QUAD OUTLET HALF HOT OUTLET 0 FLOOR OUTLET 9 GROUND FAULT INTERUPTER GFCI qp GFI WATER PROOF WP 220V OUTLET ' HALO H7 CAN DIRECTIONAL SPOT WP� WATER PROOF SPOT P SINGLE SPOT P* PENDANT �-- WALL MOUNT FKF V TELEPHONE CABLE BATHROOM FAN CEILING FAN ..........•••• UNDERCABINET / SOFFIT LIGHTS LED PEERLESS FIXTURE Fw-r-] WIFI MAIN 400 AMP MAIN ELECTRICAL PANEL SUB SUB ELECTRICAL PANEL SD Q SMOKE DETECTOR Q MOTION DETECTOR --OG GAS CAMERA WP/GFCI BREAKER DISCONNECT SERVICE OUTLET [] CAT 6 TELEPHONE/COMPUTER INSIDE FLUSH LIGHTS TO BE 4" HALO W/ RETROFIT KIT SILVANIA H41CAT STORAGE LIGHT TO BE 2X4 FIXTURE W/ TWO T8 LEDS COMMON AREA TO HAVE TWO 4'-0" LONG T8 LEDS AT EACH TRUSS COMMON AREA TO HAVE 6 WALL MOUNT LED SPOTS INSTALL OCCUPANCY SENSOR SWITCHES W/ DIMMERS TYPICAL ALL ROOMS OUTSIDE PORCH LIGHTS TO BE PLED H7 HALO W/ RETROFIT KIT j� WALL MOUNT EMERGENCY EGRESS LIGHT LITHONIA AFN W EXT 7S,7 v w F_ d E -Z P f2 col D,4I F /L I GENERAL: FOR EACH PROPOSAL ON A MONTHLY GO BASIS. ANY PORTION OF THE ALLOWANCE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB CONTRACTORS TO 3.10 THE OUTSIDE DIAMETER (OD) OF CONDUIT OF PIPE PLACED IN THE PLANE OF A SLAB OTHERWISE NOTED, AS ESTABLISHED BY THE AMERICAN INSTITUTE OF TIMBER . SUPPLY AND INSTALL ALL DETAILS, MATERIALS AND EQUIPMENT NECESSARY FOR THE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE CONSTRUCTION, AND SHALL CONFORM TO THE REQUIREMENTS OF U.B.G. STANDARD 23-3. 1.1 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND DISCREPANCIES AT THE JOB SITE COMPLETED STRUCTURE IN ACCORDANCE WITH THE 2013 GBG AND OTHER RULES, AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR 5PAGIN6 BETWEEN ADJACENT BEAMS SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL BEFORE PROCEEDING WITH THE WORK. REGULATIONS AND ORDINANCES. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE CONDUITS OR PIPES SHALL BE TWICE THE LARGER OD MINIMUM, UNLESS OTHERWISE NOTED GRADE APPEARANCE, UNLESS OTHERWISE NOTED. MANUFACTURER SHALL PROVIDE A BE CAREFULLY PROTECTED BY THE GENERAL CONTRACTOR FROM INJURY THAT MIGHT OVER DRAWINGS. ON PLANS. CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM BEAMS. ALL GLU-LAM BEAMS SHALL 1.2 DIMENSIONS ARE ROUGH AND TO STUD LINE UNLESS OTHERWISE NOTED. ALL CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES CONTRACTOR SHALL PROVIDE FOR ALL EXCAVATION, FILLING AND GRADING IN HAVE A 2000 -FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED ON PLANS. DIMENSIONS SHALL VERIFIED IN THE FIELD, BEFORE COMMENCING WORK. DO NOT THE CONTRACTOR SHALL MAKE CERTAIN IN THE INSTALLATION OF JOINTED FLOOR, WALL 3.11 SURFACES OF JOINTS REFERENCED AS "GOLD JOINTS", SHALL BE TROWELED OR WORK PROCEEDS. SCALE DRAWINGS, WRRITTEN DIMENSIONS TAKE PRECEDENCE. AND CEILING MATERIALS THAT JOINTS LINE TRUE IN A STRAIGHT LINE AND IN BOTH OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. 6.8.2 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN (12" MINIMUM). DIRECTIONS WHEN POSSIBLE, AND THAT THE JOINTS RELATE TO ALL OPENINGS ANDACCORDANCE ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS WITH THE 2007 G.B.G. SECTION 2304.11. 1.3 ANY SPECIFIED DETAILS, MATERIALS AND EQUIPMENT SHALL BE AS DETERMINED BY BREAKS IN THE STRUCTURE AND ARE SYMMETRICALLY PLACED WHEREVER POSSIBLE. OTHERWISE NOTED. STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING DESIGNER. ALL ITEMS, DETAILS AND SECTIONS OF WORK NOT SPECIFICALLY DETAILED THIS INCLUDES HEATING REGISTERS, LIGHT FIXTURES, EQUIPMENT, ETC. IF IT IS NOT CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE 6.9.0 GANG NAIL TRUSSES: IN THE DRAWINGS AND SPECIFICATIONS, BUT SHALL DEEMED NECESSARY TO COMPLETE POSSIBLE TO ACCOMPLISH THE ABOVE, THE CONTRACTOR SHALL MEET THE DESIGNER AT 3.12.0 REINFORCING STEEL: SPL I G I NG SHALL REQUIRE REVIEW FROM THE ENG 1 NEER. THE PROJECT, PER THE 2013 -GBG, SHALL BE INCLUDED IN THE BID. THE SITE TO DETERMINE THE SATISFACTORY ARRANGEMENT. 3-8d 6.9.1 ALL TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL 1.16.1 ROOF LIVE LOAD: 20 PSF (CONSTRUCTION) 3.12.6 THE CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL SHOP DRAWINGS 3.12.1 REINFORCING STEEL SHALL CONFORM TO A-615 GRADE 60 IN MASONRY, AND A 615 ENGINEER. 1.4 RENDERINGS ARE FOR CONCEPTUAL USE ONLY AND ARE NOT MEANT TO BE PART OF THE CONTRACTOR IS TO PROVIDE AND PAY FOR, EXCEPT AS SPECIFICALLY NOTED: GRADE 60 IN ALL OTHER CONCRETE, UNLESS NOTED OTHERWISE ON THE PLANS. ALL INFORMATION REQUIRED TO FC51TION ALL REINFORCING STEEL ON THE JOB WITHOUT THE WORKING DRAWINGS. LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, UTILITIES REQUIRED REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706. GRADE 60 6.9.2 TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS AND CALCULATIONS TO ALL SEISMIC DESIGN CATEGORY = D FOR CONSTRUCTION AND OTHER FACILITIES, SERVICES, AND CONSTRUCTION MATERIALS REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING GOVERNING AGENCIES FOR REVIEW BEFORE FABRICATION. 1.5 A CONTINGENCY SUM OF ( 2,000 ) SHALL BE USED FOR CONSTRUCTION PURPOSES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE PROJECT. CODE. 1 1/8" - 1 1/4" WHERE THE DRAWINGS, DETAILS OR SPECIFICATIONS DO NOT CLEARLY DESCRIBE THE SI = 0.2719 6.1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIR 545, UNLESS OTHERWISE NOTED, AND 6.9.3 CONTRACTOR TO FIELD VERIFY ALL TRUSS DIMENSIONS AND ROOF SLOPE PRIER TO SCOPE OF THE WORK, OR WHERE THE OWNER REQUESTS CONSTRUCTION CHANGES OR DELIVER ALL MANUFACTURED MATERIALS IN ORIGINAL, LABELED, UNOPENED CONTAINERS 3,12.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS CONSTRUCTION OF GANG NAIL TRUSSES. ADDITIONS. THE CONTRACTOR SHALL SUBMIT ITEMIZED STATEMENTS TO THE DESIGNER WITH MANUFACTURER'S NAME, BRAND, AND GRADE SEALS INTACT. KEEP ALL GRADE FOLLOWS (UNLESS OTHERWISE NOTED): FOUNDATION GRADE REDWOOD. THE FOLLOWING GRADES SHALL BE AS NOTED ON PLANS: CALIFORNIA BUILDING CODE FOR THE SPECIAL INSPECTION REQUIREMENTS INDICATED SEALS AND CONTAINERS INTACT AND DRY UNTIL USED NO SE N e-- 8d BELOW. THE SPECIAL INSPECTION SHALL BE PERFORMED BY A QUAL I F I FD FIRM UNDER NAILING SCHEDULE (TABLE 2304.9.1 ON ANY MANUFACTURED ITEMS WILL BE ACCEPTED CONNECTION REMAINING UPON COMPLETION OF THE PROJECT SHALL BE CREDITED TO THE OWNER. . 3.12.2.1 CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" 1.6 ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1.15 SITEWORK 3.12.2.2 STRUCTURAL SLABS, TOP AND BOTTOM 3/4" 2013 EDITIONS OF THE CALIFORNIA BUILDING CODE, CALIFORNIA PLUMBING, MECHANICAL, EXISTING TREES WITHIN 5 FEET OF THE FOUNDATION LINE FOR THE NEW STRUCTURE SHALL 3-Sd ELECTRICAL GODS PER CURRENT JURISDICTION REQUIREMENTS. 2-16d 3.12.2.3 FORMED CONCRETE EXPOSED TO EARTH OR WEATHER Ibd AT 16" O.G. BE CAREFULLY PROTECTED BY THE GENERAL CONTRACTOR FROM INJURY THAT MIGHT 3.12.2.3.1 #6 DAR OR LARGER 2" 1.7 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING RESULT FROM ANY OPERATION CONNECTED WITH THE EXECUTION OF THIS CONTRACT. 3.12.2.3.2 #5 BAR OR SMALLER 1-1/2" CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES CONTRACTOR SHALL PROVIDE FOR ALL EXCAVATION, FILLING AND GRADING IN Ibd AT 24" O.G. OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE ACCORDANCE WITH THE DRAWINGS. DISTRIBUTE ALL EXCAVATED MATERIALS ON THE 3.12.2.4 FORMED CONCRETE NOT MENTIONED ABOVE 3/4" WORK PROCEEDS. SITE AS INDICATED ON THE GRADING PLAN. ALL FILL WITHIN THE BUILDING SITE SHALL 3.12•:. WIRE MESH SHALL CONFORM TO ASTM A 185, AND SHALL BE LAPPED i 4 I/2 SPACES 1.8 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ACHIEVE 9096' COMPACTION AS RECOMMENDED IN THE GEOTECHNICAL REPORT. ALL (12" MINIMUM). UNLE55 OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE GRADES SHOWN ARE APPROXIMATE AND SITE CONDITIONS WILL GOVERN THE FINAL GE I L I NG HO 15T TO PLATE TOENAIL CONTRACTOR SHALL TAKE ALL NECESSARY S STEPS AND PRECAUTIONS TO MAINTAIN THE GRADES. ALL PORTIONS OF THE LOT ABOUT THE BUILDING SHALL BE PROPERLY 3.12.4 ALL REINFORCING BAR BENDS SHALL BE MADE GOLD. STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING GRADED TO CARRY WATER AWAY FROM THE BUILDING AT ISH IN 12" MINIMUM SLOPE. CEILING JOIST TO PARALLEL RAFTERS FACE NAIL CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE 1.16 DES 1 GN CRITERIA 3.12.5 RE I NFORG I NG BARS SHALL BE SPLICED AS SHOWN ON DRAW I NGS. ANY ADDITIONAL LIMITED TO, THE ADEG2UACY OF ALL FORMS, 5GAFFOLD I NG, AND 5HOR1 NG FOR 2-8d SPL I G I NG SHALL REQUIRE REVIEW FROM THE ENG 1 NEER. CONSTRUCTION EQUIPMENT, SHORING OF RETAINING WALLS AND TEMPORARY LATERAL W I DER THAN I" x 8" 5HEATHING TO EACH BEARING FACE NAIL 3-8d BRACING OF THE STRUCTURE. 1.16.1 ROOF LIVE LOAD: 20 PSF (CONSTRUCTION) 3.12.6 THE CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL SHOP DRAWINGS 20d AT 32" O.G. AT TOP AND 1.16.2 ROOF DEAD LOAD: 20 PSF REVIEWED BY THE ENGINEER ARE RECEIVED ON THE JOB. SHOP DRAWINGS SHALL CONTAIN 1.9 OPENING5, POCKETS, 5UB5TANTIAL EMBEDDED ITEMS, ETC. SHALL NOT BE PLACED IN 1.16.3 WIND: 85 MPH (ASD), EXPOSURE G ALL INFORMATION REQUIRED TO FC51TION ALL REINFORCING STEEL ON THE JOB WITHOUT SLABS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS UNLE55 SPECIFICALLY 116 ..4 SEISMIC: HAVING TO REFER TO THE STRUCTURAL DRAWINGS. DETAILED ON THE STRUCTURAL DRAWINGS. SEISMIC DESIGN CATEGORY = D 1/2"AND LE55 bd 501L GLASS = D 6 FRAMING LUMBER: 1.10 ASTM SPECIFICATIONS AND GBG 5TANDARD5 REFERENCED IN THESE DRAWINGS Ss = 0.6109 1 1/8" - 1 1/4" SHALL BE OF THE LATEST EDITION. SI = 0.2719 6.1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIR 545, UNLESS OTHERWISE NOTED, AND 3/4" AND LE55 1.16.5 SITE LOCATION: DURHAM, GA SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY. ALL WOOD IN 1.11 A QUALIFIED PERSON WHO 15 ACCEPTABLE TO THE ENGINEER AND BUILDING 1 1/8" - 1 1/4" CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR DEPARTMENT SHALL PROVIDE SPECIAL INSPECTION, PER SECTION 1701 OF THE 2 FOUNDATION: FOUNDATION GRADE REDWOOD. THE FOLLOWING GRADES SHALL BE AS NOTED ON PLANS: CALIFORNIA BUILDING CODE FOR THE SPECIAL INSPECTION REQUIREMENTS INDICATED 5/611 8d BELOW. THE SPECIAL INSPECTION SHALL BE PERFORMED BY A QUAL I F I FD FIRM UNDER 2.1 THE FOUNDATION DESIGN HAS BEEN BASED UPON AN ALLOWABLE SOIL BEARING 6.1.1 STUDS 4 SILL PLATES 2 " TO 4" THICK NO. 2 CONTRACT WITH THE OWNER. CAPACITY OF 2,000 P.S.F., AS SPECIFIED IN THE GEOTECHNICAL REPORT DATED JULY 6'd BETWEEN 15, 2015 BY: 6.1.1.1 BEAMS, HEADERS, AND POSTS: DISCREPANCIES OR SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WILL BE 2" TO 4" THICK, 4" AND WIDER NO. 2 BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF APPLIED TESTING CONSULTANTS 5" AND THICKER NO. I UNCORRECTED, THESE ITEMS WILL BE REPORTED IN WRITING TO THE DESIGN AUTHORITY 5060 THORNTREE DRIVE, STE. #10 4d AND TO THE BUILDING OFFICIAL WITHIN 24 HOURS. ROUTINE REPORTS, DETAILING CHICO, GA 95973 6.1.2 2X RAFTERS AND JOISTS NO. 2 SATISFACTORY WORK, WILL BE PREPARED AND SUBMITTED TO THE BUILDING OFFICIAL (530) 891-6625 BLK'&. WITHIN FIVE WORKING DAYS. 6.1.3 TOP PLATES AND LEDGERS NO. 1 5.8. 2.2 THE FOOTINGS SHALL BE FOUNDED IN FIRM NATIVE SOIL OR PROPERLY COMPACTED EACH LEFT ON SITE FOR THE GOVERNING AGENCY. REPORT SHALL INDICATE 1.1I.A) GENERAL FILL TO DEPTH AS SHOWN ON THE PLANS. SEE NOTE 1.15 FOR MORE INFORMATION. 6.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS I-83. STAGGER 1) IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 108 OF THE GBG, THE OWNER I.D. SHEETS 4'-0" AND APPLY WITH FACE OF GRAIN PARALLEL TO SUPPORTS AT SHEAR WALLS SHALL EMPLOY A SPECIAL INSPECTOR DURING CONSTRUCTION ON THE TYPES OF WORK 2.3 ACCESSIBLE UNDER -FLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM IS" X 24" AND PERPENDICULAR TO SUPPORTS AT ROOF. MAXIMUM SIZE OF UNFRAMED HOLES IN INDICATED BELOW. ALL SPECIAL INSPECTION SHALL BE PERFORMED IN ACCORDANCE ACCESS OPENING. SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE. WHERE HOLES OR NOTCHES ARE OUT WITH SECTION 1704 OF THE GBG. I.F. IN PLYWOOD SHEERS SAW GUTS SHALL NOT RUN BY THE CORNERS OF THE OPENINGS. 2) INSPECTIONS: SPECIAL I NSPEGT I ONS THAT ARE REQUIRED BY THE BUILDING CODES, 2.4 PROVIDE A MINIMUM UNDER FLOOR GLEARANC.E OF 18" UNDER JOISTS AND 12" UNDER SHALL INCLUDE: LOCAL BUILDING DEPARTMENTS, OR THESE PLANS SHALL BE DONE BY: GIRDERS. (b.3 ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS APPLIED TESTING CONSULTANTS - 530-891-6625 IN. SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR APPROVED EQUAL. 3060 THORNTREE DR., SUITE #10, CHICO, GA 95973 2.5 UNDER -FLOOR AREAS SHALL BE VENTILATED WITH OPENINGS THAT HAVE A NET AREA SIMPSON G51(b STRAPS SHALL BE NAILED WITH 28-56 OR 22-I0d PER MANUFACTURER'S OF NOT LESS THAT ONE SQ FT PER 150 SQ FT OF UNDER FLOOR -AREA. SPECIFICATIONS. CONSULT 51MP50N CATALOG 0-2008, PAGE 5, IF CONNECTORS ARE IN 1.7.8) TESTING LABORATORY/SPECIAL INSPECTOR DUTIES INT. CONTACT WITH PRESSURE TREATED LUMBER, SEE DETAIL 12/52 FOR MORE INFORMATION. SHT. 2.6 THE FOOTINGS SHALL BE STEPPED A5 NECESSARY TO PRODUCE LEVEL TOPS AND B) PROJECT TITLE AND/OR NUMBER. I) PROVIDE QUALIFIED PERSONNEL AFTER DUE NOTICE, FROM THE OWNER, ARCHITECT BOTTOMS AND DEEPENED TO PROVIDE AT LEAST SEVEN FEET OF HORIZONTAL 6.4 NAILING SHALL CONFORM TO TABLE NUMBER 2304.9.1 OF THE CALIFORNIA BUILDING AND/OR THE CONTRACTOR NAILING SCHEDULE (TABLE 2304.9.1 - 2013 GBG) CONNECTION NAILING J015T TO SILL OR GIRDER TOENAIL 3-8d BRIDGING TO JOIST TOENAIL EACH END 2-8d I" x b" 5UBFLOOR OF LE55 TO EACH JOIST FACE NAIL 2-8d WIDER THE I" x 6" 5UBFLOOR TO EACH JOIST FACE NAIL 3-Sd 2" 5UBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-16d SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL Ibd AT 16" O.G. SOLE PLATE TO J015T OR BLOCKING AT BRACED WALL 3-16d PER 1611 TOP PLATE TO STUD END NAIL 2-16d STUD TO SOLE PLATE 4-8d TOENAIL OR 2-16d END NAIL DOUBLE STUDS FACE NAIL Ibd AT 24" O.G. DOUBLE TOP PLATES TYPICAL FACE NAIL Ibd AT 16' O.G. DOUBLE TOP PLATES LAP SPLICE 8-Ibd BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE TOENAIL 3-8d RIM JOIST TO TOP PLATE TOENAIL 8d AT 6" O.G. TOP PLATE LAP AND INTERSECTIONS FACE NAIL 2-16d r.ONTINU0U5 HEA.DER TWO PIEGES Ibd AT I6" O.G. ALONG EACH EDGE GE I L I NG HO 15T TO PLATE TOENAIL 3-Sd CONTINUOUS HEADER TO STUD TOENAIL 4-8d CEILING JOIST LAPS OVER PARTITIONS FACE NAIL 3-Ibd CEILING JOIST TO PARALLEL RAFTERS FACE NAIL 3-16d RAFTER TO PLATE TOENAIL 3-8d I" BRACE TO EACH STUD AND PLATE FACE NAIL 2-8d I" x 8" 5HEATHING OR LE55 TO EACH BRACING FACE NAIL 3-8d W I DER THAN I" x 8" 5HEATHING TO EACH BEARING FACE NAIL 3-8d BUILT-UP CORNER STUDS Ibd AT 24" O.G. BUILT-UP GIRDER AVIV BEAMS 20d AT 32" O.G. AT TOP AND , THREADS ARE NOT ALLOWED. BOTTOM AND 5TA66ERED 2-20d APPROXIMATE AT ENDS AND AT EACH SPLICE 2" PLANKS 2-16d AT EACH BEARING WOOD STRUCTURAL PANELS AND PARTICALEBOARD PLANS. 5UBFLOOR ROOF AND WALL 5HEATHING (TO FRAMING): 1/2"AND LE55 bd 19/32" - 3/4" 8d OR bd '7/8I' - ill IOd OR 8d 1 1/8" - 1 1/4" IOd OR 8d COMBINATION 5UBFLOOR-UNDERLAYMENT (TO FRAMING): ASSY. 3/4" AND LE55 6'd y 1/8" - (" 8d 1 1/8" - 1 1/4" IOd OR ad PANEL SIDING (TO FRAMING): 2-3/4" EMBEDMENT HILTI-KWIK II BOLTS PLACED 4 FEET ON CENTER AND WITHIN 12" OF 1/2" OR LESS (03- 5/611 8d FIBERBOARD 5HEATHIN6 ROOM 1/2" NO. II go. ROOF NAILING ENDS OF WALLS AND PLATE SPLICES. 6'd BETWEEN NO. 16 pa. STAPLE 25/32" NO. II ga. ROOF NAILING 8d NO. 16 a. STAPLE INTERIOR PANELING BLOCK 1/4" 4d 5/8" 6'd 2) PERFORM INSPECTIONS AS FOLLOWS: CONFINEMENT BETWEEN FOOTING BOT'i OMS AND FAGS OF NEAREST SLOPE. CODE, UNLESS OTHERWISE NOTED ON PLANS. ALL NAILS EXPOSED TO THE WEATHER SHALL co A) PERFORM SPECIFIED REVIEWS, INSPECTIONS, SAMPLING AND TESTING OF 2.7 CONTRACTOR SHALL PROVIDE FOR ALL EXCAVATION, FILLING AND GRADING IN BE GALVANIZED. TABLE OF ABBREVIATIONS V� MATERIALS AS INDICATED BELOW. ACCORDANCE WITH THE DRAWINGS. DISTRIBUTE ALL EXCAVATED MATERIALS ON THE 6.5 ANCHOR BOLTS SHALL BE 1/2 DIAMETER X 12 LONG, EMBEDDED A MINIMUM OF -71, INTO '- p O B) VERIFY CONFORMANCES OF ALL SPECIAL INSPECTED WORK WITH THE APPROVED SITE AS INDICATED ON THE GRADING PLAN. ALL FILL WITHIN THE BUILDING SITE SHALL CONCRETE WITH AT LEAST 2" SQUARE BY 3/16" THICK STEEL PLATE WASHER. ANCHOR A.B. ANCHOR BOLT GA.. GAGE QTY. QUANTITY PLANS. ACHIEVE COMPACTION AS RECOMMENDED IN THE GEOTECHNICAL REPORT. ALL GRADESBOLTS SHALL PLACED WITHIN 12 OF END OR SPLICES OF PLATES AND CORNERS AND 4 ABT. ABOUT GALV. GALVANIZED c G) VERIFY THAT THE WORK COMPLIES WITH SPECIFIED STANDARDS. SHOWN ARE APPROXIMATE AND SITE CONDITIONS WILL GOVERN THE FINAL GRADES. ALL FEET ON CENTER R UNLESS OTHERWISE NOTED ON PLAN. ANCHOR BOLTS WITH UPSET ANG. ANCHOR G/L GLU-LAMINATED R REMODEL D) ASCERTAIN COMPLIANCE OF MATERIALS WITH REQUIREMENTS OF THE APPROVED PORTIONS OF THE LOT ABOUT THE BUILDING 5kALL BE PROPERLY GRADED TO CARRY , THREADS ARE NOT ALLOWED. APPROX. APPROXIMATE G/N GANG -NAIL TRUSS RAD., r. RADIUS PLANS. WATER AWAY FROM THE BUILDING AT 1/4" IN 12" MINIMUM SLOPE. ARCH. ARCHITECT REINF. REINFORCING 3) PROMPTLY NOTIFY ARCHITECT, STRUCTURAL ENGINEER AND CONTRACTOR OF 6.6 INTERIOR NON-BEARING WALLS SHALL BE SECURED TO SLAB WITH 1/2" DIAMETER X ASSY. ASSEMBLY HD. HDR. HEEADEER DHR REV. REV. REQUIRED REVISED, REVISION OBSERVATION IRREGULARITIES OR DEFICIENCIES WITHIN ONE WORKING DAY. IF 2.8 CONTRACTOR SHALL COORDINATE AN EXCAVATION INSPECTION BY THE 2-3/4" EMBEDMENT HILTI-KWIK II BOLTS PLACED 4 FEET ON CENTER AND WITHIN 12" OF BD. BOARD H.S.B. HIGH STRENGTH BOLTS RM. ROOM IRREGULARITIES OR DEFICIENCIES ARE UNCORRECTED, THE SPECIAL INSPECTOR SHALL GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING. ENDS OF WALLS AND PLATE SPLICES. BTWN. BETWEEN HT. HEIGHT NOTIFY THE ENGINEER AND THE GOVERNING AGENCY. BLK BLOCK HORIZ. HORIZONTAL S.A.D. SEE ARCH. DRAWING 4) PROMPTLY SUBMIT WRITTEN REPORT OF EACH TEST AND INSPECTION WITH A COPY OF 2.9 EXPANSIVE CLAYS. 6.7.0 ROUGH CARPENTRY: BLK'&. BLOCKING 5.8. 50LID BLOCKING EACH LEFT ON SITE FOR THE GOVERNING AGENCY. REPORT SHALL INDICATE BM. BEAM I.D. INSIDE DIAMETER 5GHED. SCHEDULE COMPLIANCE OR NONCOMPLIANCE WITH APPROVED DETAILS AND PLANS. EACH REPORT 2.9.1 REFER TO THE GEOTECHNICAL REPORT DATED JULY I5, 2015 BY APPLIED TESTING 6.7.1 ALL FLUSH -FRAMED JOISTS SHALL BE IN SIMP50N HANGERS, UNLESS OTHERWISE B.N. BOUNDRY NAIL I.F. INSIDE FACE SECT. SECTION SHALL INCLUDE: CONSULTANTS FOR SUBGRADE PREPARATION AND EXPANSIVE SOIL MITIGATION. NOTED. BOT. BOTTOM IN. INCH 5G SAFETY GLAZING A) DATE ISSUED. BR'G. BEARING INT. INTERIOR SHT. SHEET B) PROJECT TITLE AND/OR NUMBER. 2.9.2 PRE SATURATE ALL UNDER5LAB AREAS PRIOR TO PLACING CONCRETE. VERIFY 6.7.2 BOLT HEADS AND NUTS AGAINST WOOD SHALL BEAR UPON STANDARD STEEL SIM. SIMILAR G) TESTING LABORATORY NAME, ADDRESS AND TELEPHONE NUMBER. WITH STANDARD 3/8" ROD PENETRATION. WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS_OR DETAILS. JUST PRIOR G.G. CLEAR COVER J.H. JOIST HANGER 5.0.6. SLAB ON GRADE D) NAME AND SIGNATURE OF LABORATORY TECHNICIAN OR INSPECTOR. 3 CONCRETE: TO COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE G.J. CONSTRUCTION JOINT JST. JOIST SPEC. SPECIFICATION E) DATE AND TIME OF SAMPLING, TEST OR INSPECTION. RE-TI(5HTENED. CLR. G.M.U. CLEAR CONCRETE MASONRY UNIT JT. JOINT 50. STD. 5QUARE STANDARD F) TYPE OF INSPECTION OR TEST. 3.1 PORTLAND GEMENT SHALL CONFORM TO ASTM G 150, TYPE II OR II -LOW ALKALI. 6.7.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD COL. COLUMN L.L.H. LONG LEG HORIZONTAL STL. STEEL (5) LOCATION OF SAMPLE OR TEST IN THE PROJECT. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM G 33, AND GRADE A PER HOLE FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE GONG. CONCRETE L.L.V. LONG LEG VERTICAL STIFF. STIFFENER H) TEST RESULTS. THE CALIFORNIA BUILDING CODE. MAXIMUM AGGREGATE SIZE FOR. FOOTINGS,LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 CONN. CONNECTION LT. LIGHT STRUCT. 5TRUCTURAL 5) IN ADDITION TO THE ABOVE REQUIRED REPORTS, THE SPECIAL INSPECTOR OR SLABS -ON -GRADE AND MA5e CONCRETE SHALL NOT EXCEED 1-1/2". MAXIMUM PERCENT OF THE SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE CONST. CONSTRUCTION LT.WT. LIGHT WEIGHT SYM SYMMETRICAL AGENCY SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4. THREADED PORTION. CONT. CONTINUOUS SPECIAL INSPECTION WA5, TO THE BEST OF HIS/HER KNOWLEDGE, IN GONFORMANGE WITH 05K COUNTERSINK MACH. MACHINE T 4 B TOP 4 BOTTOM THE APPROVED PLANS AND THE APPLICABLE PROVISIONS OF THE CALIFORNIA BUILDING 3.2 A RECOGNIZED TESTING LABORATORY SHALL DESIGN CONCRETE MIXES AND COPIES 6.7.4 CONTRACTOR SHALL NOT INSTALL FLOOR FILL MATERIAL ON EACH FLOOR UNTIL MAT'L. MATERIAL T 4 G TONGUE 4 GROOVE GORE (GBG). OF THE MIX DESIGNS SHALL SENT TO THE ENGINEER. COMPRESSIVE STRENGTH TEST SUFFICIENT STRUCTURAL SHEATHING HAS BEEN INSTALLED TO STABILIZE THE STRUCTURE. DBL. DIA. DOUBLE DIAMETER MAX. M.B. MAXIMUM MACHINE BOLT TFJH TOP FLANGE JOIST HANGER REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ENGINEER. ALL THK. THICK SCOPE OF WORK CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE. 6.7.5 ONE FLOOR JOIST SHALL BE ADDED AT ALL INTERIOR NON-BEARING WALLS LONGERT.N. DIA&. DIM. DIAGONAL DIMENSIOi` MECH. MFG R. MECHANICAL MANUFACTURER TOE NAIL I)CONCRETE, 3,000-P5I, (REBAR, SAMPLING AND PLACEMENT) THAN 6 FEET RUNNING PARALLEL TO THE FLOOR FRAMING. DO. PZPEAT M.I. MALLEABLE IRON T.O.S. TOP OF STEEL 3.3 FLY ASH SHALL CONFORM TO ASTM G 618, GLASS F. FLY ASH SHALL NOT EXCEED DP. DEEP MIN. MINIMUM TOP OF SLAB 1.12 EXISTING CONSTRUCTION DEPICTED ON THESE DRAWING -S SHALL BE FIELD VERIFIED 2051 OF GEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF 6.7.6 FOUNDATION WALL TO BE A MINIMUM OF 8" ABOVE THE LOWEST ADJACENT FINISH DRWG. DRAWING MISC. MISCELLANEOUS TMP. TYPICAL BY THE CONTRACTOR AS IT IS UNCOVERED DURING CONSTRUCTION. IN THE EVENT GREATER THAN 296. GRADE. DTL. DETAIL MTL. METAL EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL U.B.G. UNIFORM BUILDING IMMEDIATELY NOTIFY THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS BEFORE 3.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .05596 FOR DRY CURING AS 6.7.7 GUTTING AND BORING OF WOOD STUDS: EXISTING "N" NEW U.O.N GORE UNLE55 OTHERWISE PROCEEDING WITH CONSTRUCTION. DETERMINED BY ASTM G 157. EA. EACH NOT TO SCALE NOTED 6.7.7.1 LET -INS ARE NOT PERMITTED. E.F.N.T.S. ELEV. EACH FACE ELEVATION N.S.A. NELSON STUD ANCHOR VERT. VERTICAL 1.13 IF CERTAIN MINOR DETA%IL5 OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE 3.5 REINFORCING BARS, ANCHOR BOLTS, AND CONCRETE INSERTS SHALL BE PROPERLY N.5.F.5. NEAR SIDE 4 FAR 51DE DRAWINGS OR GALLED FOR IN NOTES OR SPECIFICATIONS THEIR CONSTRUCTION SHALL LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING 001.*CRETE. 6.7.7.2 IN NON-BEARING INTERIOR PARTITIONS, ANY WOOD STUD MAY BE GUT OR NOTCHED E.N. ENG. EDGE NAIL ENGINEER y�/ WITH RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY TO A DEPTH NOT EXCEEDING 2596' OF THE WIDTH OF THE STUD.O.G. E.W. EACH WAY ON CENTER W/0 WITHOUT THE ENGINEER. 3.6 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" +/- I" FOR FOOTINGS, MASS EXT. EXTERIOR O.D. OUTSIDE DIAMETER W.P. WATERPROOF CONCRETE, AND SLABS -ON -GRADE AND 4" +/- I" FOR OTHER CONCRETE. 6.7.7.3 BORED HOLES NOT GREATER -THAN 40 96 OF THE WIDTH OF THE STUD ARE O.F. OUTSIDE FAGS W.W.F. WELDED WIRE 1.14 COORDINATION PERM!TTED IN ANY WALL, PROVIDED THAT THE EDGE OF THE BORED HOLE IS NOT NEARER "F" FUTURE OPN'&. OPENING FABRIC 3.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE 3,000 P51 AT 28 DAYS. THAN 5/8" TO THE EDGE OF THE STUD FIN. FIN15H OFF. OPPOSITE 4 AND IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO INSPECT THE WORK OF (MINIMUM 5 SACKS OF GEMEN ; PER CUBIC YARD, MIX DESIGN SHALL BE APPROVED BY FLR. FLOOR ORIG. ORIGINAL ® AT OTHER TRADES AND TO NOTIFY THE DESIGNER OF ANY DEFECTIVE OR SUBSTANDARD RCE.) 6.7.8 BALLOON FRAME (FULL HEIGHT STUDS) AT GABLE END EXTERIOR WALLS. F.N. FIELD NAIL 0.161.6 OPEN WEB GIRDER X BY WORK THAT WOULD AFFECT THE QUALITY OF THE WORK OF OTHER TRADES. F.O.G. FACE OF CONCRETE O.W.J OPEN WEB J015T ¢ CENTERLINE 3.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" 6.7.9 USE TWO TRIMMERS EACH END OF EACH BEAM AND HEADER 6 FEET AND OVER. USE F.O.M. FACE OF MA50NRY (p DIAMETER IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADVISE THE GENERAL CHAMFER UNLESS DETAILED OTHERWISE. ONE TRIMMER IF LESS THAN 6 FEET. F.O.S. FACE OF STUD PEN. PENETRATION = EQUALS CONTRACTOR OF LOCATIONS WHERE COORDINATION BETWEEN THEIR TRADES AND OTHER FRM'G. FRAMING PLUS. PLACES # POUNDS, NUMBER TRADES IS REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 3.9 ALL CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS 6.8.0 GLU-LAM BEAMS: FT. FOOT PLY. PLYWOOD fE PLATE TO COORDINATE ALL SUCH INTERRELATED WORK. OTHERWISE NOTED. FTG. FOOTING PSI POUNDS PER SQUARE INCH 6.8.1 SIMPLE SPAN GLU-LAM BEAMS SHALL BE A COMBINATION 24F -V4 DF/DF. CONTINUOUS FND. FOUNDATION PSF P/T POUNDS PER SQUARE FOOT POST -TENSIONING SPANS, CANTILEVERS, AND COLUMNS SHALL BE A COMBINATION 24F -V8 DF/DF, UNLESS W rxWZ N 2 Q!2m uj W W H W W ~ Q Q W z''0 0� :O wywl-o1- W= a~ = Z= Z o d Z as W 1- V 1� F=Z W Q� oe W a _ oc H W W= O v a Z muO y Z W m W a W W a= W O O V W Z Q O Sax Z ul � Z = 0 DC tail _ °� �W., Qo3 .0 z a3:Lj V~w1= O W N VgLL t � H 12 IL l Z W LU ZZ Q Q= N N Im W J 0 Z 00505o=ao'U'-'5c P Ed oeaaVvn2P0uam<0m44 Dl,iE Dy ` i ® 0 o ® dao ..1 �VN j0:2 co 0 Lm LLI 014 J M a N co ()% p ct V d' V� 300E '- p O Lu.. lua� pai z LL. J > a d = z � c W CO 00 Q. Q 0 CO c = ^E M O Date: 9/8/15 Revision: 0 DRAWING NUMBER C�- T o _ �r -� I LEJ i �o O O r Fl, I E G r��1 r�� LJ LJ 5 I 53.1 I I I I L J I i 0 rElJ lI r71 L�J 1-,- 711 LJ 15"5Q.x12"DP w/ 2-#4's EA. WAY, TYP. U.O.N. 141-211 r LJ 8x8 DF#1 POST w/ 51MP50N 050E5 P057 BASE (PROVIDE I" STANDOFF) OR CP57, TYP. 1,41-:211 E r07I 171-1r�� LJ LJ LJ 20"50.x12"DP w/ 20"SQ.xl2"DP w 2-#4's EA. WAY � 2-#4's EA. WAY aJ Lo — I 4" GONG. SLAB w/ #3's (P IS"o.c., OVER 2" SAND (P PORCH 4 I I ❑� SIDEWALKS r� I L" Ll L� FOUNDATION PLAN 1/4" ■ V-0" fl r0711 LJ LJ r `a- I LTJ I 55TB20 ( L J I I I I I I I I l I 55TB20 r� I LEIJ-F 5 I 53.1 55TB20 r0 -I L FOUNDATION NOTES E5 I. SEE GENERAL NOTES ON SHEET 51 FOR ADDITIONAL INFORMATION. _2p� 2. DIMEN51ONS ARE FROM CENTERLINE OF P05TS OR FACE OF GRADE BEAM, TYPICAL U.O.N. 3. ALL CONCRETE SHALL BE 3,000-P5I MIN COMPRESSIVE STRENGTH, U.O.N. Date: 12/16/15 4. ALL REINFORCIN6 STEEL TO BE 60 K51 MINIMUM YIELD STRENGTH, U.O.N. Revision: 1 5. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY CHANGES OR DEVIATIONS. DRAWING NUMBER 6. • DENOTES AN 55TB ANCHOR BOLT. 7. PRIOR TO REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS. O Z W N pxN? W W W W F~ Q ZF-O� yW CO 0-1.. is ��-QF-�3OOwv,c[D�OF- Za�=°W °GZ_:Z4ZaW W F f'zFtp W J0Z W QC 01--m-001-uJWmQ w z Z W `V m gg w g Z N _V O N Z W �Z1� Za H� Zxwp.,O.m=g3w Up -up oo.�zNa3:u; GGzat ZNW O° W Zu,��QLu W N Z Z a- O- N� N� W= 0 0050no2awz Ov_��=I---Zn.0 Ix aEuin*I-NVoa4Omaa u CID mmm0 ® Ln 0 1 0 aQ0 Aft .� C' ® D 'co -�M X10 ® MLm �Z � t7 °' o a .oL M in 0000 0%W 4 Ow 'Z s V o 0 Z1 i v d 1 Lu 00 x 0 w L • 1 Z LL. 1 M V us to L oOOo 0 C 1 C ^E O O Q Q Q Q Q Q Q� Q LONER ROOF PLAN * * * SEE SHEET 52.3 FOR ROOF NOTES. I/A N w V-0" ENT t Qal� BY 1_ Z W O 2 WFe ILAU p m W WLu o�FN3o W wq1--0F' ia�QOW °GZ Z1Z°ez a ,a, Lu z=Z .=p&_�ZWQ� zF Ix Wz GO 0�~Oe W maOCQpGe - Jwmwwz-mozu.LJ OZa> NW`"=Foae3aWaW0W0 Z WZ=0��.0W H2a'.3 W o�ao3'toLL.�z°`c3W=a w00u.Wd W Wu.J 4Lu —�Lu RH I z W W CO M Z M D ZQ-0Uw �WJ z Ca Lu pWVzVZW=F-aW °oguwZI-Wucgaonaa ®� ac�C4 C - 0 Lm CIO) Z °'oa M J Ln CO co Vet' V� 000£ Z C V i d W z v Vi W p a i z LL. J O � z DMo 0. V W Vi Lao p ct s d CO d ^ E = e+e O Date: 12/16/15 Revision: 1 DRAWING NUMBER Z W Vf = W 0 i- �Ni IP- LuLu W W WI- ILO � F-aQLa Z�LU Co o 0=0 00LL. Z Q1- 0W Z Z = Z ILZaCW W f.(��•• ZFP W �OZ�QG c� I.- LL. oWe W Ca 41 ZZVW �= Ztnv W Ll{Wnd W W Z-CL0Z{LOZQ 5�vf2xQ=wlzZaOW,, pwommW0 wo Z ll zZ ow - W y= g 3 W o Qo3 ;LL.0 ;z°Gc3WWa 19 Q W w Zca ul Z Q Q O V 0 5 Z W a 005050=d0zw5Lu �z,0w Ix 0IL ww*F-Mu9&4OmQQ ROOF NOTES: ATTIC, VENTILATION CALCULATION: ATTIC MECHANICAL UNIT NOTES: +f- 1. ROOF FRAMING SHALL BE MANUFACTURED TRUSSES @ 24" O.G., U.O.N. 2. PROVIDE ATTIC VENT MIN. 1 50. FT VENT PER 150 50.17T. ATTIC AREA PER GBG 1203.2. 3. ROOF COVERING: 26 GA. METAL ROOFING ASG OLD ZING GRAY w/ ICE 4 WATER SHIELD HT UNDERLAYMENT, TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS AND SECTION 1507.4 OF 2010 GBG. ROOF SHEATHING SHALL BE 5/8" GDX OR OSB EQUIVALENT. APPLY ROOF SHEETING FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL W/ IOd @ 6" O.C.E $ 12" O.G.F. 4. ROOF PITCH TO BE 4$1.2 U.O.N. 5. LOWER ROOF OVERHANG TO BE 4'-0" U.O.N. UPPER ROOF OVERHANG TO BE 2'-0" U.O.N. 6. PROVIDE FULL BEARING UNDER ALL BEAMS AND HEADERS. 7. ,ALL BEARING WALL HEADERS TO BE 6X6 DF NO. I U.O.N. INTERIOR HEADERS TO BE 4X6 DF NO. 2 DF U.O.N. 8. ALL BEAMS TO BE 6X6 DF. NO.► U.O.N Q. SEE NOTE (b ON 1/56.1 FOR TOP ELATE SPLICE REQS. 10. PLATFORM FOR ATTIC, MOUNT HVAC TO SPAN (3) CEILING JOISTS. 5/8" TI -II ON EAVES AND COVERED PORCH U.O.N. FRAK NCC, NOTES: I. SEE SHEET 51, NOTE 1.16 FOR DESIGN LOADS. 2. DIMENSIONS ARE FROM CENTERLINE OF POST. OR FACE OF STUD, TYP. U.O.N. 3. 7INDICATES SHEAR WALL TYPE. SEE 1/56.1 FOR REQUIREMENTS. 4. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF, (WALL TYPES 4, 5, 6, 7 4 8) FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS REOEIVING EDGE NAILING FROM ABUTTING PANES SHALL NOT BE LF -55 THAN A SINGLE 3 -INCH NOMINAL MEMBER PER SECTION 4.3.7.1.4 OF THE 2008 AWG 5DPW5. PLYWOOD JO I NTS AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL GASES. INSTALL LONGER ANCHOR BOLT TO INSURE 7" MIN EMBED. SEE SHEAR WALL 50HEDULE 1/56.1 FOR MORE INFORMATION. 5. ALL TRUSSES SHALL BEAR DIRECTLY ON WALL STUDS. ALL GIRDER TRUSSES SHALL BEAR ON MINIMUM DOUBLE 2x STUD U.O.N.. 4 I LOWER ATTIC AREA: 50c15 S.F. VENT AREA REQUIRED asoo): 16.88 S.F. 50% OF AREA REQUIRED ABOVE 3' OF THE EAVE: 5.4a S.F. EAVE VENT AREAS: 22y2"X3"*Y2(APPROX. NET AREA) = 0.23 S.F. EA. TOTAL NUMBER OF SAVE VENTS REQUIRED: 37 VENTS (8.51 S.F.) VENT TO TOWER VIA PLYWOOD OPENING: 22Y2"x28" = 4.375 S.F. TOTAL PLYWOOD OPENINGS REQUIRED: 2 (8.75 S.F.) UPPER ATTIC AREA: 1020 S.F. VENT AREA REC2U I RED 6i5o) : 6.8 S.F. VENT TO TOWER VIA PLYWOOD OPENING: (1) 2.2Y2"x22" = 3.44 S.F. (1) 17"x30" = 3.54 TOTAL AREA PLYWOOD OPENINGS = 6.10 S.F. TOWER ATTIC AREA (EA): 72 S.F. VENT AREA REOU I RED 0(5o): 0.48 S.F. TOTAL VENT AREA REQUIRED PER TOWER: 0.48+3.54+4.375 = 8.40 S.F. CUSTOM GABLE VENTS AT TOWER (A55UME Ys NET VENT AREA): (2) 24x54" VEN 5 (2.-16 S.F. EA) = 5.52 S.F. (1) 56"x54" VENT = 4.22 S.F. TOTAL VENT AREA: q.74 S.F. 0 N G514 w/ ad's # �� I IGS" FN17 I ;=Nr�TN I. MINIMUM 24" WIDE PASSAGEWAY 15 REQUIRED FROM ATTIC ACCESS I TO MECHANICAL UNIT. 2. PROVIDE MINIMUM 30" DEEP WORKING PLATFORM IN FRONT OF ENTIRE FIREBOX SIDE OF FURNACE. 3. PROVIDE MINIMUM OF 30" CLEAR HEIGHT AT WORKING PLATFORM. 0 4. MINIMUM OF ONE LIGHT FIXTURE CONTROLLED BY A SWITCH LOCATED AT ATTIC ACCESS AND A MINIMUM OF ONE RECEPTACLE FOR MAINTENANCE OF UNIT. 5. PROVIDE A WATERTIGHT PAS`: WITH A SECONDARY CONDENSATION DRAIN. CONDENSATION DRAINS TO BE A MINIMUM OF 5"(P. PRIMARY � DRAIN MAY DRAIN ANYWHERE TO THE EXTERIOR OF THE BUILDING. THE SECONDARY DRAIN MUST DRAIN TO A POINT WH I GH CAN BE READILY OBSERVED SUCH AS OVER A DOORWAY OR WINDOW. 6. HVAC UNIT TO BEAR ON CEILING JOISTS. E F 0514 w/ ad's � 16 - �� END LENGTH -''�\ HDU2 w/ DBL 2x 2�i M ONO co V 4 V� °ooE �z sew ... � 2Q -' 56.3 2'-O..56.3 :21-011 x a i • 1 Z L16 _J-> Z CO) V Lu Loo coCL ms ps et ^E Kf o I I 13 SIM. 56.2 2 56.2 4'-0' I S :;)BL MT512 M5TA12 17"x30" VENT ATTIC 56.2 M5TA-12 I DBL MT512 TO TOWER. BLK. PLYWOOD EDGES = = �26 15 MST48 w/ DBL 2x IM O � m V.I = _ N O � � O _ 27 _ cV 26 I5 56.3 H, 56.3 5.2 27 IM. 15 M5T48 w/ 56.3 G514 w/ ad's & 15 56.2 DBL 2x 16" END LENGTH 56.2 IM 22.5"X221 VENT ATTIC SIM. EV.I II TO roNER. BLK. >BL MT512 MSTA12 G514 w/ ads IS PLY OD EDGES MST 12 DBL MT512 16" END LENGTH 3'-10' 56.2 13 3 I I Sim S6.2I I 56.2 21-01 21-01 2� GSI G514 2q 56.3 HDU2 w/ DBL 2x \ 6'-0" 31'-0" 151-111, (01-111 1'-0" UPPER ROOF PLAN 1/4" ■ 1'-0" �2--- �� _ r�Al--, J M ONO co V 4 V� °ooE �z sew ... � WZ W c x a i • 1 Z L16 _J-> Z CO) V Lu Loo coCL ms ps et ^E Kf o Date: 12/16/15 Revision: 1 DRAWING NUMBER !: -l" MIN) + + + x CA �Q 180 ° "D" - N � TYP. - C100 q0° 1350 MIN. INSIDE MIN. IN51DE BAR SIZE BEND (P "D" BAR SIZE BEND 0 "D" #3 - #8 6d #3 - #5 4d #q - #II ad #6 - #8 6d #14 $ #18 IOd TYPICAL STIRRUPS $ TIES STANDARD BAR HOOKS AND BENDS/ FOR CONCRETE: -SEE REBAR LAP SGHED. U.O.N 6 FOR G.M.U.: I LAP 48 BAR � U.O.N. Ibga MIN. TIE WIRE � RE5AR HOOKS I$ BENDS H.D., SEE PLAN FOR 51ZE AND LOCATION P.T.D.F. SILL #3 SLAB TIES 36" O.G. INT. BUILDING SLAB, SEE PLAT SSTB A.B. SEE PLAN 410/56.1 FOR 51ZE NO SCALE PLY, SEE PLAN 1/56.1 O EXT. PORCH SLAB, SEE PLAN o - MIN �6" t . • � �.`a O O z_ d • -� -I NOTE: SEE DETAIL (5/- FOR SHEAR CONNECTION. HOLDDOInIN CONNECT 1 ON AT SILL 111=11-011 I�►C.VSIa TYP. REBAR LAP LENGTHS, U.O.N. - V_teA III MAWI 16 OF 2500 PSI. IF CONCRETE STRENGTH 15 LESS 24 42 8 BAR SPACING BELLOW THAN 2500 PSI, CONTACT THE ENGINEER FOR 20 32 MEMATEE-All® 10 14 ADJUSTED VALUES. ® ° a • 47 2) 5PAGIN65 ARE BASED ON REBAR STRENGTH T_° o •. X pa► -111`•1 OF (50 K51. IF REBAR STRENGTH 15 LESS - 1 = z00 THAN 60 KSI, CONTACT THE ENGINEER FOR co) lz V W V� i ao Q. ADJUSTED VALUES. KAV 1 CM w8l"flimpApal-AN 3) MAX STEM HEIGHT OF 48" (H) •. r" z 4) IF STEM 15 LESS THAN 12", NO VERTICAL BARS a ARE REQUIRED d' a�".Fully"NA� m 0pmmild . bAp um -All Fpcircolp" rc,- w WFA273OR0150A � � � JW -E GONG. f'c (PSI) BAR GRADE (KSI) -TOP BAR LAP LENGTH (IN.) OTHER BAR LAP LENGTH (IN.) NOTES: 1. I NCREA5E LAP LENGTHS 33% FOR L I GHT WE I GHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BAFS PLACED WITH MORE THAN 12" OF FRESH CONCRETE CAS•:• IN THE MEMBER BELOW THE BARS 3. INCREASE LAP LENGTHS 20% FOR EPDXY COATED BARS. REBAR LAF SCHEDULE TYPICAL5.0-6. UNDERLAYMENT: VAPOR BARRIER 2" SAND r-- 4 GRAVEL �lj • REINFORCEMENT IN a FOOTING AT TOP AND d . BOTTOM, SEE PLAN ° FOR SIZE AND NUMBER OF BARS, MIN. OF 2 #4 f 1'-6" NO 5GALE BLOCKING (p ALL PLYWOOD JO I NTS PLY, SEE PLAN $ 1/56.1 - P.T.D.F. SILL E.N., TYP. z0 r- w • . : RE I NFORCMENT IN STEM, °a O MIN. OF 1 #4, SEE q/- A.B. NOTE - SEE SHEAR WALL NAILING SCHEDULE FOR 51ZE $ 5PAGIN6, (A.B. TO BE WITHIN Q" OF SHEAR WALL ENDS). NO UPSET THREADS ALLOWED. SEE NOTE 4 ON DETAIL 1/56.1 S�I��i� GONN�CT I ON �T 51 LL 1) SPACINGS ARE BA5ED ON CONCRETE STRENGTH ---►{ "y�"- " 8248" SPACINGVERTICAL"- #4 #5 SEE HORI ZANTAL 16 OF 2500 PSI. IF CONCRETE STRENGTH 15 LESS 24 42 8 BAR SPACING BELLOW THAN 2500 PSI, CONTACT THE ENGINEER FOR 20 32 10 10 14 ADJUSTED VALUES. 24 ° a • SEE VERTICAL BAR 2) 5PAGIN65 ARE BASED ON REBAR STRENGTH T_° o •. X SPAGIN6 BELLOW OF (50 K51. IF REBAR STRENGTH 15 LESS - 1 = z00 THAN 60 KSI, CONTACT THE ENGINEER FOR co) lz V W V� i ao Q. ADJUSTED VALUES. pis 1 C 3) MAX STEM HEIGHT OF 48" (H) •. z 4) IF STEM 15 LESS THAN 12", NO VERTICAL BARS a ARE REQUIRED d' SEE PLAN I'WII INCHES H RIZANTAL PGNN AG GHES #4 #5 " 8248" SPACINGVERTICAL"- #4 #5 6 16 le) 24 42 8 12 18 20 32 10 10 14 16 24 SND 57EM NALL REGUIR1 ENTs NO SCALE �E ARCH DRWN -I #4 CONT. I TOP BOT -►� 12" �- SLAB EDGE #4 x 4'-0" DOWEL5 1 1/2" x 3 1/2" x 12" 7 kEY @) 36" O.G. % 1 N m 6" MAX SEE PLAN RE I NFORG I NG SCHEDULE #3 g 16" O.G. EA WAY or, ;111.;,11 =111.;,11 I #4 (p 18 O.G. EA WAY or, SLAB STEP SEE ARGH. DRWG'S WIDE 1 " DEEP TOOL JOINT #4 CONT. TYP. I' --I - - 1 L #3 1�� 151, O.G. CONSTRUCTION JOINT CURB ON SL AB NOTES: I. SLAB SHALL BE PLACED ON PREPARED 5UBGRADE PER SOILS REPORT. 2. MIN. REINF. SHALL BE 6x6-W1.4xW1.4 WWF SLAE3 ON C"RAEDE DETAILS 3-007 HOLDOWN SEE PLAN PLY, SEE PLAN 4 1/56.1 #3 SLAB TIES O P.T.D.F. SILL 36 O.G., ALT. O DIRECTION SLAB, SEE PLAN E.N., TYP. ° SEE PLAN FOR CONTROL JOINT LOCATION CONTROL JOINT Q + • Q • •• w (L Q °. Lu M d y U 1 w Z lu A.B. SEE PLAN 4 DETAIL 10/56.1 SEE PLAN NOTE: SEE DETAIL 8/- FOR SHEAR CONNECTION. HOLDD01nIN CONNECT 1 ON AT SILL 111=11-011 "=1'-0I1 INSIDE SLEEVE DIA. IS NO PENETRATION— Pi PE DIA. ALLOWED THRU THI5 PORTION OF FTG. 4"- I MIN. I L- U I 4 MIN. PRIOR TO CASTING FTG. PLACE LEAN CONCRETE SLURRY AROUND SLEEVE. SLURRY TO EXTEND OVER FULL WIDTH OF FOOTING. ELEVATION ""> FOOTING SHALL BE STEPPED 50 THAT GONG. FILL DOES NOT EXCEED 3'-0" NO EXCAVATION ALLOWED BELOW THIS LINE SECTION FIFE -"FHRU FOOTING TYPICAL S.O.G. UNDERLAYMENT: VAPOR BARRIER 2" SAND 4 GRAVEL REINFORCEMENT IN FOOTING AT TOP AND a BOTTOM, SEE PLAN FOR 51ZE: AND NUMBER OF BARS, MIN. OF 2 #4 NO 5GALE BLOCKING ® ALL PLYWOOD JOINTS PLY, SEE PLAN $ 1/56.1 P.T.D.F. SILL E.N., T -'P. • = A.B. NOTE - SEE SHEAR WALL NAILING SGHEDULE FOR 51ZE $ SPAGIN6, (A.B. TO BE WITHIN 9" OF SHEAR WALL ENDS). NO UPSET THREADS ALLOWED. SEE NOTE 4 ON DETAIL 1/56.1 SHEAR CONNECTION AT SILL 1"=1 T/n TS J �w Z W = Lu Z W p m �in�- H H IT=L f• � p W W H W W M LL.~ Q a W Z~Z Lu Ul cao°G1-H3p OLLNOC1-o ZQW y.°�Z�ZaZauZl Wf.2pW=�Z�Q� 0FI6Oo~CUA C W mQOCapOC Z W W w w V_ d? ZLL. U O y QLu % Lu Dulu Nlh==Q=�ZoVLZpo 4n Ix 9L ul 0Ix 0 ZW Z=Lu oDGi'0Luin W W o°Gao_3",omizua a V1o�~� W LL. _CZat�a W_ �ZHW OR 16Zli.�QQNNDG 0V WyZZQ�Q5tA.7 DIHJ�Z Ca W Z~QW W ZhZDGHZdC7 °aaILuw*Pinu'p.aomaa J M Lm 00 00 V� oo a0E �Zso0 V tM � V V� UJ o •. X �Z 1 = z00 co) lz V W V� i ao Q. pis 1 C M p Date: 9/8/15 Revision: 0 DRAWING NUMBER C 1) MINIMUM FLYWOOD PANEL DIMENSION 15 24". 2) PROVIDE BLOCKING AT ALL PLYWOOD JOINTS. 3) 3/8" PLYWOOD PANELS SHALL BE PLACED WITH THE FACE OF GRAIN PARALLEL TO STUDS, (VERT.) AND STUDS ARE PLACED A MAXIMUM OF 24". 4) ANCHOR BOLTS SHALL BE SPACED AS INDICATED BELOW $ NOT MORE THAN 72" O.G. WITH A 7" MIN. EMBED. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SILL PIECE W/ ONE BOLT NOT MORE THAN 12 INCHES OR LE55 THAN 4 INCHES FROM EACH END OF SILL PIECE. USE 3"X3" PLATE WASHERS. 5) ALL OTHER EXTERIOR WALLS WITH SHEATHING NOT SPECIFIED SHALL BE TYPE IQ W I TH ANCHOR BOLTS SPACED (972" o.c. (b) TOP PLATE SPLICES SHALL BE 10-166 NAILS U.O.N. 7) WALL SHEATHING BELOW MAY BE SWITCHED FROM 3/S" TI -11 TO 5/8" GDX FOR INTERIOR CONDITIONS. TI -11 SHALL BE 3/8" (NO GROVES) OR TO 5/8" (WITH GROVES). USE NAILS A5 DESIGNATED BELOW FOR 3/8" TI -11. USE IOD NAILS AT THE 5PAGIN6 SHOWN BELOW FOR THE 5/e" TI -II. 8) USE COMMON OR GALVAN I ZED BOX NAILS ONLY. DO NOT USE GALVANIZED GA51 NG NAILS. q) WHEN 2 ROWS OF SILL NAILING 15 REQUIRED, USE A STAGGERED NAILING PATTERN. 10) WHERE PANEL NAILING 15 2" O.G. OR PANEL SHEAR CAPACITY EXCEEDS 350 FLF, FRAMING MEMBERS AND BLOCKING SHALL BE 3 -INCH NOMINAL OR (5REATER. NAILING SHALL BE STAGGERED. *DOUBLE 2X FRAMING MAY BE USED PROVIDED THE MEMBERS ARE FASTENED TOGETHER WITH NAILING EQUAL TO THE SILL NAILING. II) WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LE55 THAN 6 INCHES O.G. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMINC MEMBERS, OR FRAMING SHALL BE 3 -INCH NOMINAL OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. SHEAR NA I L I NC7 SCHEDULE I NO SCALE CORROSION RESISTANCE CLASSIFICATIONS LOW SILL CONNECTION DESIGN WALL SHEATHING 4 NAILING PHOSPHATE (GRAY, BLACK), ENVIRONMENT UNTREATED HDU4 FRT WOOD CAPACITY FOR MARK SEE NOTES 7 $ 8 ANCHOR BOLTS SILL NAILING STUDS @ 24" O.G. A 3/8" TI -11 ONE SIDE W/ 1/2" dia. A.B. @ 16d COMMONS RETENTION COPPER ZINK ad g 6" o.c. END NAILING 48" o.c. 12" o c 160 FLF (SBX-DOT) 8d @ 6" o.c. FIELD NAILING z AWPA, AR -SENATE R WOODS OR A 3/8" TI -II ONE SIDE w/ 1/2" dia. A.B. ® 16d COMMONS UG4A UG4A 8d @ 4" o.c. END NAILING 36" o.c.®8" o c 240 FLF LOW ad 9 6" o.c. FIELD NAILING LOW HIGH HIGH A 3/8" TI -11 ONE SIDE w/ 1/2" dia. A.B. 16d COMMONS N/A MEDIUM ad @ 3" o.c. END NAILING 34" o.c.©6" o c 310 FLF ELEVATED SERVICE 8d @ 6" o.c. FIELD NAILING N/A SEVERE SEVERE A 3/8" TI -11 ONE SIDE W/ 1/2" dia. A.B. @ 16d COMMONS HIGH HIGH ad @) 2" o.c. END NAILING 30" o.c. 6" O.C. 410 FLF EE NOTE Io Sd @ 6" o.c. FIELD NAILING SEVERE N/A SEVERE SEVERE 3/8" GDX ONE SIDE W/ 1/2" dia. A.B. OM 16d COMMONS A ad @ 2" o.c. END NAILING 22" o.c. I( 4" 530 FLF EE NOTE 10 ad 9 6" o.c. FIELD NAILING A(o 3/8" 5TRUC. I GDX ONE SIDE w/ 1/2" dia. A.B. @ 16d COMMONS ad (9 2" o.c. END NAILING 20" o.c. 4" o.c. 610 FLF EE NOTE 10"8d © 6" o.c. FIELD NAILING 3/8" STRUC. I GDX TWO SIDES w/ 1/2" dia. A.B. (p 16d C0MM0N5 A ad @ 4" o.c. END NAILING 16" o.c. 3 o.c. 720 FLF SEE ad 9 6" o.c. FIELD NAILING STRUG. I GDX TWO SIDES w/ 1/2" dia. A.B. @ 2 ROWS 16d Q3/8" 8 8d COM. @ 3" o.c. END NAILING 12" o.c. COMMONS @ a20 FLF SEE NOTES 8d COM. 0 6" o.c. FIELD NAILING 4" o.c. 10 4 I1* SHEAR NA I L I NC7 SCHEDULE I NO SCALE CORROSION RESISTANCE CLASSIFICATIONS LOW MATERIAL TO BE FASTENED HIGH SEVERE PRESERVATIVE -TREATED WOOD PHOSPHATE (GRAY, BLACK), ENVIRONMENT UNTREATED HDU4 FRT WOOD (AS 3566.2-C3, N2000, CHEMICAL CHEMICAL AMMONIAGAI . OTHER 6" WOOD ZING BORATE RETENTION RETENTION COPPER ZINK PRESSURE- TREATED GALVANIZED (ASTM TYPE 305 STAINLESS STEEL (ASTM A155 -GLASS C), (SBX-DOT) 5 AWPA, z AWPA, AR -SENATE R WOODS OR DOUBLE -BARRIER COATING, PABB FABS um UG4A UG4A (AGZA) UNCERTAIN W PROTECTIVE TOP GOAT DRY SERVICE LOW LOW LOW HIGH HIGH HIGH MEDIUM NET SERVICE MEDIUM N/A MEDIUM HIGH HIGH HIGH HIGH ELEVATED SERVICE HIGH N/A SEVERE SEVERE HIGH SEVERE N/A UNCERTAIN HIGH HIGH HIGH SEVERE HIGH SEVERE HIGH OCEAN/WATERFRONT SEVERE N/A SEVERE SEVERE SEVERE SEVERE N/A CORROSION RESISTANCE RECOMMENDATIONS LOW MEDIUM HIGH SEVERE FASTENERS PHOSPHATE (GRAY, BLACK), MECHANICALLY GALVANIZED 55TB20 HDU4 CLEAR (BRIGHT) ZING (ASTM (AS 3566.2-C3, N2000, 5STB20 5ST524 FI441), HEAVY ASTM B6ci5-GLA5S 55), QUIK 6" TYPE 316 STINLESS STEEL, ELECTRO -GALVANIZED GUARD COATING, HOT -DIP TYPE 504 STAINLESS STEEL, HOT -DIP GALVANIZED (ASTM A641 -GLASS 1), GALVANIZED (ASTM TYPE 305 STAINLESS STEEL (ASTM A155 -GLASS C), YELLOW ZING (ASTM FIa41), A153 -GLASS D), 55TB34 SILICON BRONZE, COPPER ELEGTROGOAT (E -GOAT), DOUBLE -BARRIER COATING, PABB FABS um TYPE 410 STAINLESS STEEL J d TYPE O STAINLESS STEEL W PROTECTIVE TOP GOAT Z CONNECTORS STANDARD (640), ZMAX (6185), TYPE 516L TYPE 516L POWDER COATING, HOT -DIP GALVANIZED 5TAINLF-55 STEEL STAINLESS STEEL GRAY PAINT (ASTM A153 -GLASS D C ^E GORROS I ON I NFORMA71 ON SIMPSON CATALOG 0-0-2015 I(6d ON BOTH SIDES OF BUTT SPLICES IN DOUBLE PLATE SEE NOTE 6/- FOR NUMBER OF NAILS LAP PLATES 4'9 SPLICES A35 FOR OPNGS. OVER 6' WIDE STUD 5PAGING 16" O.G. MAX. CONT. BLK. (p PLY. ,NEL EDGES, EXT. SIDING OR 6O.G. MAX HEADER OVER OPENING, SEE PLAN. 1-2x STUD, UP TO 6 WIDE OPENING 2-2x STUDS OVER 6' WIDE OFNG. 2x TRIMMER TO SILL PLATE SAME WIDTH A5 WALL STUDS 2 - 2x TRIMMERS 9 10' OR WIDER OFN6. AT WINDOWS ­zz SILL PLATE PLACE BOLTS TO A35 (g OPNGS. OVER MISS STUDS. SEE 6' WIDE, SEE NOTES. NAILING SCHEDULE TY'F I GAL MALL FRAMED OFEN I NG ROOF FLY. SEE PLAN E.N. TYF. TRUSS BLK, SEE TRUSS DESIGN PACKAGE 51MP50N HI's EA. TRUSS, TYF. U.O.N. MANUFACTURED TRUSS, B.O. GYF. — TOP PLATE 2x STUDS, SEE PLAN. SHEAR PLY. ALIGN 5TUD5 W/ SEE PLAN a TRU55E5 ABOVE I SGHED. 1/56.1 SHEAR TRANSFER $ UPLIFT AT ROOF NOTES: I.) ADD FULL HEIGHT #5 VERT AT EA HOLDDOWN. 2.) INSTALL MIN. (0-#4 HORIZ. 3"-5" FROM TOP OF CONCRETE STEM. 3.) INSTALL ANCHOR w/ MIN. 5" END DISTANCE. 4.) FABS ANCHORS SHALL BE INSTALLED w/ MIN. 11" EMBED INTO A MIN. 33" WIDE FOOTING. 5.) FOR TWO FOUR CONDITIONS MAXIMUM SLAB THICKNESS SHALL BE 4 1 NGHE5. 5.) USE 55TBL AT ALL eHEAR WALL5 REQUIRING A 3X SILL MENBER. WHERE 55TB34 15 REQU I RED USE SSTB36. (b.) 55TB'5 MAY BE EXTENDED A MAXIMUM OF 36" WITH ALLTHREAD OF THE SAME DIAMETER AND 51 MP50N CNN COUPLER. 7.) MINIMUM FRAMING MEMBERS SHALL BE INSTALLED U.N.O. 8.) BUILT UP FRAMING MEMBERS SHALL BE 5PL I GED WITH NAILING EQUAL TCS SILL NAILING PER PLAN/SHEDULE 1/56.1. q.) ** = CAPACITY IS REDUCED FOR TWO POUR CONDITION. CONSULT WITH ENGINEER FOR THIS CONDITION. HOLDDOWN MINIMUM FRAMING MEMBER MINIMUM STEM WIDTH SIMPSON SSTB REa'D MONO POUR TWO FOUR Hl -,)U2 2 - 2x4 6" 5STB16 55TB20 HDU4 2 - 2x4 6" 5STB20 5ST524 HDU5 2 - 2x6 6" 55TB24 SSTB24** HDU5 2 - 2x6 8" 55TB28 55TB34 HDa5 I - 4x6 8" 55TB28 55TB34 HDU II I - 4x6 8" PABB FABS OLDDOInIN FRAMING NOTES EDGE NAILING FIELD NAILING GLUED TONGUE GROOVE FRAMING, SEE PLAN PLYWOOD SHEATHING SEE PLAN SEE PLAN FOR DIAPHRAGM NAILING GALL -OUTS) -- IOd 6" O.G. E.N., 12" O.G. F.N. NAIL 5PAGING AT PLYWOOD PANEL EDGES NAIL SPACING IN FIELD OF PLYWOOD PANEL 1 TYi� I GSL i�LYI^IOOD NA I L I NO (b-OOI A NO SCALE CONT. 2x BLK.'G ROOF FLY --- MANUFACTURED MANUFACTURED TRUSS, B.O. SIMPSON HI -5 @ EA. TRUSS, TYF. U.O N. CONT. 2x BLK.'G 5HEA2 PLY, SEE PLAN $ 1/56.1 BLOCKING g ALL PLYWOOD JO I NT5 _ 2x10 W/ (3) 16d's EA. STUD E.N., TYP. L LVL BLOCK 48" O.G. 15T 2 BAYS SIMPSON MST, - SEE PLAN CEILING JOIST, SEE PLAN GYF., B.O. SHEAR/HD CONNECTION SHEAR PLY, SEE PLAN SILL NAILING, SEE SGHED. 1/56.1 E.N. —\ HORIZONTAL SHEAR WALL PANEL EDGE TO BE PLACED ON CENTER AREA OF LVL RIM BOARD SIMPSON MST, SEE PLAN E.N. - FLOOR PLY., SEE PLAN — CEILING JOIST, SEE PLAN - 50L I D P05T TO MATCH POST ABOVE A35 @ 24" O.G., U.O.N. SHEAR/HD CONNECTION �y�--- ROOF GE I L I NG CFF -N I NC S c,_nan D/5 MAX 0 NO 5GALE DI MOLES NOTCHES IN STUDS JST PLY, TYF. EXTERIOR PLY FACE NALL FRAM I NO AT CORNERS 6-036 SHEAR PLY, SEE PLAN SILL NAILING, SEE SGHED. 1/56.1 SIMPSON MST, SEE PLAN E.N. 111=11-01, PEH ITCl� " F ca •�, 8 .i p } d� DA _FE——`16ho/b FLOOR PLY., E.N. SEE PLAN FCEILING JOIST, SEE PLAN - SOLID F05T TO MATCH P05T ABOVE A55 24" O.G., U.O.N. SHEAR/HD CONNECTION Z W = W 0 m Xf twn— P- F F= -211--C LWLL W y W W IX 9x I- -1 o0w 3o w0 1� 0IP ZQF-=OoLLe �Z�ZQO0XZ __ aZacWc WL_511..zx eJOZWQi llu00=cXZN�oeQ�cZe _jWa. W W Mo ZL6 W Z<> mwwxxQ=WOVjQpO Lna ''W°c3aLZ"v°ia0_aLus0 Z W Z=0IY�(7 W H= 1- 01C-40 �O ;Z°C�o3W—Q N 0 0 Ix V j W W V J= Q W Ln jx a W foug ca,,zz '�05 zWUjwmzmm DW~°CLL+ °Ocg��'L0P��c�ao�aa th O aQo ® VN ,I ® in 111% co ' *g0 ® M�Z (Da ..1 M n LU. 00 TYF. 00 00 V 4 V o ° E Z V `p DBL. RAFTER Z 1 v OPENING W V1tW oaL .. z 1 Z um J d 1 W 16d © 12" O.G. STAGGERED Z M CO 3 SPACES MAX. V LU i 00 p d. c C ^E 1 C M O c,_nan D/5 MAX 0 NO 5GALE DI MOLES NOTCHES IN STUDS JST PLY, TYF. EXTERIOR PLY FACE NALL FRAM I NO AT CORNERS 6-036 SHEAR PLY, SEE PLAN SILL NAILING, SEE SGHED. 1/56.1 SIMPSON MST, SEE PLAN E.N. 111=11-01, PEH ITCl� " F ca •�, 8 .i p } d� DA _FE——`16ho/b FLOOR PLY., E.N. SEE PLAN FCEILING JOIST, SEE PLAN - SOLID F05T TO MATCH P05T ABOVE A55 24" O.G., U.O.N. SHEAR/HD CONNECTION Z W = W 0 m Xf twn— P- F F= -211--C LWLL W y W W IX 9x I- -1 o0w 3o w0 1� 0IP ZQF-=OoLLe �Z�ZQO0XZ __ aZacWc WL_511..zx eJOZWQi llu00=cXZN�oeQ�cZe _jWa. W W Mo ZL6 W Z<> mwwxxQ=WOVjQpO Lna ''W°c3aLZ"v°ia0_aLus0 Z W Z=0IY�(7 W H= 1- 01C-40 �O ;Z°C�o3W—Q N 0 0 Ix V j W W V J= Q W Ln jx a W foug ca,,zz '�05 zWUjwmzmm DW~°CLL+ °Ocg��'L0P��c�ao�aa th O aQo ® VN ,I ® in 111% co ' *g0 ® M�Z (Da ..1 M n 00 00 00 V 4 V o ° E Z V `p O V Z 1 v V W V1tW oaL .. 1 Z um J d 1 Z M CO Q. V LU i 00 p d. c C ^E 1 C M O Date: 9/8/15 Revision: 0 DRAWING NUMBER C514 AROUNL DBL MT512 STRAP, SLIT ROOF PLY MANUFACTURED TRUSS, B.O. 70NER SN ELEVATION SILL NAILING, SEE SGHED. 1/56.1 MTS 12 STRAP, _ SLIT ROOF PLY MANUFACTURED TRUSS, B.O. CONT. 2x BLK'G AT TOWER WALL DBL MTS 12 STRAP, SLIT ROOF PLY 1/2"= I' -O" WALL PLY, SEE PLAN 4 SGHED. 1/56.1 2x8 BOT. PLATE, BEVELED GUT TO FIT E.N. ROOF PLY SHEAR TRANSFER AT ROOF ROOF PLY � E.N., TYP. TRU55 BLK, SEE TRUSS DESIGN PAGKAr5E MANUFACTURED J TRUSS, B.O. WALL PLY, SEE PLAN SGHED. 1/56.1 3-16d SINKERS TO 2x BLK.'G 2x BLK'G FIRST 3 /— BAYS, TOP $ BOT. /2x4 BRACE 48"o.c. N 450 K 60° (2)51MP50N GBG EA. BRACE 51MF50N HI'5 (9 EA. T -J :USS, TYP. U.O.N.. NOT SHOWN FOR CLARITY. _ MANUFACTURED TRUSS, S.O. STRONG BACK 45"o.c., SEE 32/56.3 SHEAR TRANSFER i$ UFL I FT AT ROOF 1 "=1'-O" 2x STUDS _ SEE PLAN SILL NAILING, SEE SGHED. 1/56.1 MANUFACTURED TRUSS, B.O. SHEAR PLY. SEE PLAN SGHED. 1/56.1 E.N. 51MP50N M5TA12, SEE PLAN =1'-0" RELIEF OUT TOP i POINT OF TRUSS I TI ME3E TRUSS ELEVATION U- • MANUFACTURED TRUSS, S.O. m 3/4" A307 HEAVY HEX BOLT w/ WASHER @ EA. END REV ROOF PLY. SEE PLAN MANUFACTURED TRUSS, B.O. E.N. TYP. - FREEZE BLK. SIMPSON HI'S ® EA. GYP. TRU55, TYP. U.O.N. TOP PLATE 2x WALL FRAMING FROM SHEAR PLY. LOWER TRUSS, SEE PLAN 5EE PLAN SGHED. 1/56.1 SHEAR TRANSFEe� UFL I FT AT ROOF 1"=1'-0" SIMPSON GAI's w/ (4) #clx V2" SDci 112 SCREWS EA. TRUSS, TYP. U.O.N. MANUFACTURED TRUSS, B.O. 2" 2" J1 41 1 BEAM BREAK CENTERED ON POST zij o o TYP. N � 6x12 DF#I PORCH BEAM tV 6x6 DF#I BRACE 8x8 DF#I POST, SEE PLAN 3/4"cPx6" LAG BOLT, GALVANIZED, TYP. A5 SHOWN. COUNTERSINK. FORCH POST 5EAM CONNECT 10 N 111 I' -D 0514 ROOF DIAPHRAGM STRAP, SEE PLAN/DETAIL 30/56.3 CONT. 2x8 DF ® TOP CORD, w/ _ 3-16d'5 (g EA. STUD ROOF PLY SILL NAILING, SEE SGHED. 1/56.1 MANUFACTURED J TRUSS, B.O. SHEAR PLY, SEE PLAN CONT. 2x6 DF 9 BOTTOM CORD, w/ 2-16d's © EA. STUD SIMPSON HUTF26 REV. E.N., TYP. SIMPSON MST, SEE PLAN SHEAR/HD CONNECTION NAIL TOWER END WALL TO STUD TO MATCH SILL NAILING AT TOWER END WALL T512 PLATFORM FRAME UPPER WALL SILL NAILING, 5EE SGHED. 1/56.1 HORIZONTAL SHEAR WALL PANEL EDGE TO BE PLACED ON PLATE LINE GYP., B.O. SIMPSON GAI's w/ (4) ROOF PLY. #cixlY2" 5Dci112 SCREWS SEE PLAN (9 EA. TRUSS, TYP. U.O.N. E.N. TYP. FREEZE BLK. 2-16d'5 (p EA. s II TRUSS, TYP. MANUFACTURED -II - TRUSS, B.O. (2)-3/4"(P GALVANIZED HEAVY HEX M.B.'s w/ MALLEABLE F/8" �z TI -II WASHERS EA. SIDE _ 2x8 SOGOMI LAM IN STRUC. FACIA 6x12 DF#1 PORCH BEAM WHERE OCCURS. N SEE ROOF PLAN. 8x8 DF#I POST, SEE PLAN 6x6 DF#I BRACE C20 5HF_F_A T AN5FFE 1 1iFL I FT AT 2 0I I O MANUFACTURED TRUSS, B.O. 3/4" A307 HEAVY HEX BOLT w/ MALLEABLE IRON WASHERS L550, EA. SIDE, 3x8 TO TOP PLATE 6514 TOP PLATE EA. SIDE OF P05 T 8x10 DF#I POST, TYP. 6x6 DF -55 (2) 3x8 DF -55 U I FE (3 " l -Y (ii t i_( °' iENI FS n Date: 12/16/15 DA �L����1._G BYRevision: 1 DRAWING NUMBER SHEAR TRANSFER UFL I FT AT ROOF Z W z = W m re tLnu -10 ul iv {L Q W Z ZWyW m ; > F -3o0401- 4 1w 1- z Z4;: o t-.=z–zmi W Z O tl-=a HZWQQCJ G OF-X3001­ lu m W mQp -4 In= U1 Lu va�Z�iOZa> 'GCNF..1—CG31 W a W �!5 W� Z W Z= O I O W H= a W W V F- imF 3 0 1to to 1- vn NODV�W_Wu��_4 ui ce tnWmmzmm tANCC�OV J ca Lu LuWZVZu,=PIm pODgoHoxm°vogaozaa J `L 6x6 DF -55 MANUFACTURED Lm 00 TRUSS, B.O. S�Ii� Ti�NSi� Ui�L ITT i�00 00 22 6x6 DF -SS 3/4" A507 HEAVY HEX V ° °E BOLT w/ MALLEABLE Z i C IRON WASHERS 3/4" A307 HEAVY HEX BOLT w/ MALLEABLE 1 Ln L550, EA. SIDE, IRON WASHERS EA. END, 6x6 DF -55 � \ 3x8 TO BEAM 8x8 TO BLK. CONT. 8x8 \ J 3/4" A307 HEAVY HEX BOLT w/ MALLEABLE (2) 3x8 DF -SS —' 0514 TOP PLATE `-3�zzz = z m IRON WASHERS, 3x8'5 EA. SIDE OF POST V Lu \ \ TO TOP CORD co co 3/4" A307 HEAVY HEX BOLT _j \ \ w/ WASHER ® EA. END (USE d d CO MALLEABLE IRON (2) 3x8 DF -55 ^E WASHERS WHERE EXPOSED 6x6 BLK. 3/4" A307 HEAVY HEX IOxIO DF#I POST, TYP. 6x10 DF#I BEAM, WHERE OCCURS. SEE PLAN. BOLT w/ MALLEABLE NOTCH POST. IRON WASHERS EA. END, 3x8'5 TO BLK. SHEAR TRANSFER � UFL I FT AT ROOF 25 1 -I-oil 0514 ROOF DIAPHRAGM STRAP, SEE PLAN/DETAIL 30/56.3 CONT. 2x8 DF ® TOP CORD, w/ _ 3-16d'5 (g EA. STUD ROOF PLY SILL NAILING, SEE SGHED. 1/56.1 MANUFACTURED J TRUSS, B.O. SHEAR PLY, SEE PLAN CONT. 2x6 DF 9 BOTTOM CORD, w/ 2-16d's © EA. STUD SIMPSON HUTF26 REV. E.N., TYP. SIMPSON MST, SEE PLAN SHEAR/HD CONNECTION NAIL TOWER END WALL TO STUD TO MATCH SILL NAILING AT TOWER END WALL T512 PLATFORM FRAME UPPER WALL SILL NAILING, 5EE SGHED. 1/56.1 HORIZONTAL SHEAR WALL PANEL EDGE TO BE PLACED ON PLATE LINE GYP., B.O. SIMPSON GAI's w/ (4) ROOF PLY. #cixlY2" 5Dci112 SCREWS SEE PLAN (9 EA. TRUSS, TYP. U.O.N. E.N. TYP. FREEZE BLK. 2-16d'5 (p EA. s II TRUSS, TYP. MANUFACTURED -II - TRUSS, B.O. (2)-3/4"(P GALVANIZED HEAVY HEX M.B.'s w/ MALLEABLE F/8" �z TI -II WASHERS EA. SIDE _ 2x8 SOGOMI LAM IN STRUC. FACIA 6x12 DF#1 PORCH BEAM WHERE OCCURS. N SEE ROOF PLAN. 8x8 DF#I POST, SEE PLAN 6x6 DF#I BRACE C20 5HF_F_A T AN5FFE 1 1iFL I FT AT 2 0I I O MANUFACTURED TRUSS, B.O. 3/4" A307 HEAVY HEX BOLT w/ MALLEABLE IRON WASHERS L550, EA. SIDE, 3x8 TO TOP PLATE 6514 TOP PLATE EA. SIDE OF P05 T 8x10 DF#I POST, TYP. 6x6 DF -55 (2) 3x8 DF -55 U I FE (3 " l -Y (ii t i_( °' iENI FS n Date: 12/16/15 DA �L����1._G BYRevision: 1 DRAWING NUMBER SHEAR TRANSFER UFL I FT AT ROOF Z W z = W m re tLnu -10 ul iv {L Q W Z ZWyW m ; > F -3o0401- 4 1w 1- z Z4;: o t-.=z–zmi W Z O tl-=a HZWQQCJ G OF-X3001­ lu m W mQp -4 In= U1 Lu va�Z�iOZa> 'GCNF..1—CG31 W a W �!5 W� Z W Z= O I O W H= a W W V F- imF 3 0 1to to 1- vn NODV�W_Wu��_4 ui ce tnWmmzmm tANCC�OV J ca Lu LuWZVZu,=PIm pODgoHoxm°vogaozaa J M Lm 00 00 V ° °E Z i C w Fe z 1 Ln 0 1 Lu to W c 0 Cl Z u. J `-3�zzz = z m ul V Lu i co co m il c d d CO ^E i M O SHEAR PLY, SEE PLAN - CONT. 2x BLK. w/ SILL NAILING, SEE SGHED. 1/56.1 PLATFORM FRAME WALL ® TOWER, SEE PLAN 3-16d SINKERS _ BRACE TO STUD SILL NAILING, SEE 5GHED. 1/56.1 HORIZONTAL SHEAR WALL PANEL EDGE TO BE --� PLACED TOP/BOT. PLATE E.N., T -T -P. 2x BLK'& 9 6'o.c. w/ 3-I0d NAILS PER BLK. 3-166 SINKERS ROOF PLY TO 2x BLK.'& 2x4 BR E 0514 W cl" END I 48"o. . AND 14-8d MAIL MIN 450 MANUFACTURED MAX 600 TRUSS, B.O. `– 5TRON&BACK, SEE DETAIL MANUFACTURED TRUSS OR CONT. 2x6 DF, w/ 2-166's 9 EA. STUD, TOP $ BOT. CORD \-- GYP., B.O. SHEAR MEQ CONNECTION ROOF =^^= 1=1 " SEE PLAN G514 2x6 FLAT BLK.'& ROOF PLY, SEE PLAN CONT. 0514 /— CONT. 2x6 FLAT BLK.'& ROOF TRUSS, B.O. —J SO D IA 'H��,M I ILOCRG I NGDE�TA�l I"=1 .3. ROOF PLY E.N. V REV.I 2-r INTER�IOR� SHEAR HALL CONNECTION I 3-16d SINKERS TO 2x BLK.'& ROOF PLY E.N., TYP. 2x BLK'& FIRST 3 BAYS, TOP $ BOT. TRUSS BLK, SEE TRUSS DESIGN PACKAGE MANUFACTURED TRUSS, B.O. WALL PLY, SEE PLAN $ SGHED. 1/56.1 2x4 BRAGS © 48"o.c. N 450 K 600 (2)SIMPSON GBG EA. BRACE SIMP50N HIS @ EA. TRUSS, TYP. U.O.N.. NOT SHOWN FOR CLARITY. SHEAR PLY, SEE PLAN C514 ROOF DIAPHRAGM STRAP, SEE PLAN/DETAIL 30/56.3 CONT. 2x8 DF 9 TOP CORD, w/ _ 3-166's g EA. STUD ROOF PLY SILL NAILING, SEE 5GHED. 1/56.1 CONT. 2x6 DF ® BOTTOM CORD, w/ 2-16d's 9 EA. STUD SIMPSON HUTF26 w/ SLOPED SEAT – MANUFAGTURED TRUSS, B.O. / _ MANUFACTURED TRUSS, B.O. STRONG BACK g 48"o.c., SEE 32/56.3 SHEARS TRANSFER � UPLIFT AT ROOF I -I O E.N., TYP. - SILL NAILING, SEE SGHED. 1/56.1 NAIL TOWER END WALL TO STUD TO MATCH SILL NAILING AT TOWER END WALL GYP., B.O. T512 PLATFORM FRAME UPPER WALL HDU2, SEE PLAN 5/8" LAG SCREW w/ MIN. 4" PENETRATION INTO &LB GLB, SEE PLAN SHEAR/HICONNECT1 ON .4-(-..f I 2X6 GEILIN& JOIST 16d COMMON P 24" O.G. H2.5 @) EA. JOIST 57RON6-5ACfG 2X6 r– 2X4 2-16d COMMON EA. - GYP. lomm II NE lcm REV. ROOF PLY 3-16d SINKERS TO 2x BLK.'& ter-- E.N. _ 2x6 BRAG 2x6 BLK.. / \— GYP MANUFACTURED TRUSS, B.O. GABLE END TRUSS, B.O. NO PLYWOOD SPLICE OR LTP4 © 24" O.G. WALL PLY, SEE PLAN $ 50HED. 1/56.1 SHEARS TRANSFER � URAL I R=T AT ROOF 1 "=1'-0" 1T 2,3'73 -- DRAG TRUSS, B.O. x_1.,.'711 f`t- ..0 rh it ! MANUFACTURED aY-11��..� TRUSS, B.O. - A35 @ 24" O.G., U.O.N. GYP WALL PLY, SEE PLAN 4 50HED. 1/56.1 Vr V REV.I 2-r INTER�IOR� SHEAR HALL CONNECTION I 3-16d SINKERS TO 2x BLK.'& ROOF PLY E.N., TYP. 2x BLK'& FIRST 3 BAYS, TOP $ BOT. TRUSS BLK, SEE TRUSS DESIGN PACKAGE MANUFACTURED TRUSS, B.O. WALL PLY, SEE PLAN $ SGHED. 1/56.1 2x4 BRAGS © 48"o.c. N 450 K 600 (2)SIMPSON GBG EA. BRACE SIMP50N HIS @ EA. TRUSS, TYP. U.O.N.. NOT SHOWN FOR CLARITY. SHEAR PLY, SEE PLAN C514 ROOF DIAPHRAGM STRAP, SEE PLAN/DETAIL 30/56.3 CONT. 2x8 DF 9 TOP CORD, w/ _ 3-166's g EA. STUD ROOF PLY SILL NAILING, SEE 5GHED. 1/56.1 CONT. 2x6 DF ® BOTTOM CORD, w/ 2-16d's 9 EA. STUD SIMPSON HUTF26 w/ SLOPED SEAT – MANUFAGTURED TRUSS, B.O. / _ MANUFACTURED TRUSS, B.O. STRONG BACK g 48"o.c., SEE 32/56.3 SHEARS TRANSFER � UPLIFT AT ROOF I -I O E.N., TYP. - SILL NAILING, SEE SGHED. 1/56.1 NAIL TOWER END WALL TO STUD TO MATCH SILL NAILING AT TOWER END WALL GYP., B.O. T512 PLATFORM FRAME UPPER WALL HDU2, SEE PLAN 5/8" LAG SCREW w/ MIN. 4" PENETRATION INTO &LB GLB, SEE PLAN SHEAR/HICONNECT1 ON .4-(-..f I 2X6 GEILIN& JOIST 16d COMMON P 24" O.G. H2.5 @) EA. JOIST 57RON6-5ACfG 2X6 r– 2X4 2-16d COMMON EA. - GYP. lomm II NE lcm REV. ROOF PLY 3-16d SINKERS TO 2x BLK.'& ter-- E.N. _ 2x6 BRAG 2x6 BLK.. / \— GYP MANUFACTURED TRUSS, B.O. GABLE END TRUSS, B.O. NO PLYWOOD SPLICE OR LTP4 © 24" O.G. WALL PLY, SEE PLAN $ 50HED. 1/56.1 SHEARS TRANSFER � URAL I R=T AT ROOF 1 "=1'-0" W W 0 m 1w 4A 1- H F= -=QJ W.UA Wx FOCW imU. W J ZF.ZW Wop O—F- >Q ��oa1-�3:00w0o0� ZQf-=O�++�°eZZaZaW CL Z~U.3o0 Lu =ceLu CX poc J H d W Z V m a Z W W Z a i WZ—d W � -I--w5: W %W -J5 LOU 0 IL 0 ZW�Z=LU 012 0WN=a W UFao ".o�zyo3Wa w O 0 V.j W W V J Q W Vi � a 1-z wmmzmm4y�Nc�°CoV uj tom W Z Z� E 0 5 Z Z' W"� p� W lz0mVw*�HUogaoLu X 0aa J 0 V � Z Ix W W ..I.1 Z5 > Z .� V W V� M cp% C4 00 Ln 00 Q o0 V 4 O� 00o EV � pO V I I v I V a L M \ N 000 Q. L: co p ' c ct Qi 000 1 0 c:j ^ E = A O Date: 12/16/15 Revision: 1 DRAWING NUMBER 1T 2,3'73 -- _ RI I � "., x_1.,.'711 f`t- ..0 rh it ! aY-11��..� DD,,,- ---- _-Lf/�1 - W W 0 m 1w 4A 1- H F= -=QJ W.UA Wx FOCW imU. W J ZF.ZW Wop O—F- >Q ��oa1-�3:00w0o0� ZQf-=O�++�°eZZaZaW CL Z~U.3o0 Lu =ceLu CX poc J H d W Z V m a Z W W Z a i WZ—d W � -I--w5: W %W -J5 LOU 0 IL 0 ZW�Z=LU 012 0WN=a W UFao ".o�zyo3Wa w O 0 V.j W W V J Q W Vi � a 1-z wmmzmm4y�Nc�°CoV uj tom W Z Z� E 0 5 Z Z' W"� p� W lz0mVw*�HUogaoLu X 0aa J 0 V � Z Ix W W ..I.1 Z5 > Z .� V W V� M cp% C4 00 Ln 00 Q o0 V 4 O� 00o EV � pO V I I v I V a L M \ N 000 Q. L: co p ' c ct Qi 000 1 0 c:j ^ E = A O Date: 12/16/15 Revision: 1 DRAWING NUMBER I VOTE& FURNISH AND INSTALL ALL MATERIALS AND PERFORM ALL LABOR NECESSARY FOR A COMPLETE INSTALLATION OF HVAC WORK INDICATED ON THE DRAWINGS. ALSO, PROVIDE ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED, WHICH CAN REASONABLY BE INFERRED OR TAKEN AS BELONGING TO THE WORK AND NECESSARY TO PROVIDE THE COMPLETE SYSTEM. 2. IT IS THE INSTALLING CONTRACTORS RESPONSIBILITY TO ASSURE ALL MECHANICAL SYSTEMS FUNCTION PROPERLY, SAFELY, AND MEET ALL LOCAL, STATE AND REGIONAL CODES. 3. ALL WORK IS TO CONFORM TO THE ACCEPTED STANDARDS OF THE TRADE. THE ENGINEER IS TO BE NOTIFIED IF ANY SUBSTITUTIONS ARE SEEN TO EE NECESSARY. 4. CONTRACTOR SHALL VERIFY SITE DIMENSIONS. NO CHANGE ORDERS WILL BE ALLOWED FOR CONDITIONS WHICH COULD BE VERFIED BEFORE CONTRUCTION. 5. CONTRACTOR SHAL COORDINATE WITH OTHER TRADES. NO CHANGE ORDERS WILL BE ALLOWED FOR TIEMS THAT COULD HAVE BEEN COORDINATED IN THE MELD. 6. RUN ALL DUCTWOR AS HIGH AS POSSIBLE IN GENERAL LOCATION SHOWN, BUT CONFORM TO ALL STRUCTURAL REQUIREMENTS, 1. CONTRACTOR SHALL CLEAN AWAY ALL DEBRIS, SURPLUS MATERIAL ETC. RESULTING FROM WORK DAILY, LEAVING THE JOB IN A CLEAN CONDITION. 8. SUBMITTALS SHALL BE DELIVERED TO ARCHITECT AT LEAST 30 CALENDAR PRIOR TO THE NEED FOR APPROVAL, AND BEFORE FABRICATION AND INSTALLATION OF EQUIPMENT, CONTRACTOR SHALL SUBMIT FOR APPROVAL A COMPLETE DESCRIPTIONS, INFORMATION, AND PERFORMANCE DATA ON PROPOSED EQUIPMENT IN ACCORDANCE WITH DIVISION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIRED NUMBER OF EACH ITEM FOR PROPER DISTRIBUTION. SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT. 9. SUPPLY AIR DIFFUSERS AND RETURN/EXHAUST AIR GRILLS SHALL BE THE SIZE AND THROW PATTERN INDICATED, AND NECK VELOCITY SHALL NOT EXCEED AN NC CRITERIA CURVE OF 25. ALL DIFFUSERS SHALL BE MADE WITH SQUARE TO ROUND TRANSITIONS. INSTALL WITH METAL GROUNDS AND GASKETS TO PREVENT STREAKING. REFER TO SCHEDULE ON PLANS. I0.SUPPLY AIR DIFFUSERS AND RETURN/EXHAUST GRILLES SHALL BE SHOEMAKER, OR EQUAL. PROPOSED MODEL NUMBERS FOR DIFFERENT APPLICATIONS ARE AS FOLLOWS: APPLICATION MODEL " REMARKS CLG. GYPSUM SUPPLY MA (w/ OBD) MODULAR CORE THROW PATTERN INDICATED SIDEWALL SUPPLY 904 DOUBLE DEFLECTION DIFFUSER i BLADES PARALLEL TO SHORT DIMENSION CLGJS I DEWALL FAN GYPSUM RETURN 915 HORIZONTAL BAR FIXED BLADE CLGJSIDEWALL CITY. GYPSUM EXHAUST 600 EGGCRATE GRILLE EXTERIOR INTAKE AND TO BE SELECTED BY ARCHITECT EXHAUST LOUVER W/ MOUNTING FLANGE < BIRDSCREEN FOR EXACT LOCATION OF DIFFUSERS AND GRILLES REFER TO ARCHITECTURAL REFLECTED CEILING PLAN. 12. GENERAL CONTROLS A. THE VENTILATION SYSTEM SHALL BE WIRED TO OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. DURING UNOCCUPIED HOURS THE UNIT SHALL CYCLE ON AND OFF WITH A DEMAND FOR HEATING AND COOLING. B- ROOM THERMOSTATS SHALL BE PROGRAMMABLE WITH 5-1-1 DAY C. PROGRAMMING AND 24 HOUR HEATING AND COOLING SETBACK CAPABILITY. D. PROVIDE TWO-STAGE THERMOSTATS FOR EQUIPMENT WITH TWO-STAGE HEATING AND/OR COOLING. E. ROOM CO2 SENSOR SHALL BE CARRIER MODEL 033ZCENCO2, OR EQUAL. SENSOR CAN BE WIRED DIRECTLY TO HONEYWELL W1212 BOARD ON ECONOMIZER F. INSTALLING SUB -CONTRACTOR SHALL PROVIDE ENGINEER WITH COMPLETE CONTROL SCHEMATIC INCLUSING SUBMITTALS FOR EACH COMPONENT. G. PROVIDE OWNERS WITH OPERATION AND MAINTENANCE MANUAL. H. FOLLOW MANUFACTURERS INSTRUCTIONS FOR INSTALLATION OF ALL COMPONENTS. I. INSTALL THERMOSTATS IN A CENTRALLY LOCATED AREAS AT 60" ABOVE FLOOR LEVEL OUT OF DIRECT SUN AND DRAFTS WHERE INDICATED ON THE MECHANICAL PLANS. J. ALL LOW VOLTAGE WIRING FOR CONTROLS AND SENSORS IS THE RESPONSIBILITY OF THE MECHANICAL/HVAC CONTW.CTOR ALL CONDUIT PULLS (AND LOW VOLTAGE WIRING INSTALLATION) IS TO BE COORDINATED WITH ELECTRICAL CONTRACTOR DURING CONSTRUCTION.. 13. PROVIDE GAM-FARR, 2 INCH DEEP, 30% EFFICIENT FILTERS IN RETURN AIR PLENUM OF FURNACES. INSTALL DOWNSTREAM OF RETURN AIR AND FRESH AIR INTAKE. 14. FLUES AND COMBUSTION INLETS FOR FURNACES SHALL TERMINATE A MINIMUM OF THREE (3) FEET ABOVE ANY FRESH AIR INLET WITHIN TEN (10) FEET. 15. OUTSIDE AIR INTAKE SHALL BE A MINIMUM OF 10 FEET AWAY FROM OR 3 FEET BELOW EXHAUST AIR DISCHARGE OR PLUMBING VENTS. COVER AIR INTAKE WITH 1" MESH WIRE. 16.SUPPORTS AND HANGERS FOR HVAC EQUIPMENT SHALL BE IN ACCORDANCE WITH THE 2013 CALIFORNIA MECHANICAL CODE. DUCT SUPPORTS FOR EXPOSED DUCTING SHALL CONSIST OFA 1" 20 GA. BAND SURROUNDING THE DUCT WITH A 3/8" STEEL ROD SUSPENDING IT FROM THE CEILING. DUCTS SHALL BE SUPPORTED A 8' INTERVALS (MIN.). 18. SUPPORTS AND HANGERS FOR HVAC EQJIPMENT SHALL BE IN ACCORDANCE WITH ANSI/SMACNA 006-2006 HVAC DUCT CONSTRUCTION STANDARDS AND THE 2013 CALIFORNIA MECHANICAL CODE. DUCTS SHALL BE SUPPORTED A 8' INTERVALS (MIN.). 113.,41R DISTRIBUTION SYSTEM SHALL BE BALANCED WITH AN APPROVED AND CALIBRATED AIR FLOW MEASURING DEVICE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). AN INDEPENDENT CONTRACTOR SHALL PROVIDE THE AIR BALANCE. PROVIDE INDICATED AIR FLOW RATES (WITHIN +5%). PROVIDE OWNER WITH COMPLETE AIR BALANCE REPORT IN ACCORDANCE WITH THE SPECIFICATIONS. PRIOR TO BALANCING, INSTALL CLEAN FILTERS IN EACH UNIT HAVING FILTERS. LEAVE OWNER WITH ONE OET OF SPARE FILTERS. 20. DUCT MATERIAL AND SEALING: A. DUCTING IN CONCEALED LOCATION SHALL BE GALVANIZED SHEET METAL OR PRE -INSULATED FLEX DUCT. DUCT SHALL BE MANUFACTURED IN ACCORDANCE WITH CHAPT. 6 OF THE 2013 CMC AND SMACNA GUIDELINES. B. PRE -INSULATED FLEX DUCT SHALL HAVE AN R -VALUE = 8.0 C. DUCTING IN CONCEALED LOCATION SHALL BE GALVANIZED SHEET METAL. PRE -INSULATED FLEX DUCT MAY BE USED AS LEADERS (1' MAX.) TO AND FROM AIR TERMINALS. DUCT SHALL BE MANUFACTURED IN ACCORDANCE WITH CHAPT. 6 OF THE 2007 UMC AND SMACNA GUIDELINES. D. DUCTING EXPOSED TO INSIDE SHALL BE SPIRAL DUCT as manufactured by United McGill Corporation. INSTALL PAINT GRADE DUCTING AND PAINT NEW DUCTING TO MATCH EXISTING DUCTING. E. Factory -fabricated duct systems shall comply with UL181. F. METAL TO METAL JOINTS SHALL BE SEALED WITH MASTIC SEALANT TO PROVIDE AIRTIGHT PROTECTION PRIOR TO INSULATION. APPLY SEALANT ACCORDING TO MANUFACTURER'S RECOMMENDATION. G. INNER LINING OF FLEX DUCTING SHALL BE SECURELY FASTENED WITH A PANDUIT STRAP. THE EXTERIOR LINING (INSULATION) SHALL BE SECURELY TAPED TO THE SHEET METAL FITTING. H. WHERE TURNS AND/OR TRANSITIONS EXCEED 45 DEGREES USE SHEET METAL FITTINGS AND ELBOWS. PROVIDE SHEET METAL SLEEVES FOR ALL SPLICES. I. COORIGATED ALUMINUM FLEX DUCT SHALL NOT BE ALLOWED. J. ALL TAPES AND MASTIC SEALANTS SHALL COMPLY WITH UL181, UL 181A, OR ULISIB. 21. WRAP ALL UNLINED CONCEALED SUPPLY AND RETURN DUCTS WITH O.G. FIBERGLASS DUCT WRAP OR JM MICROLITE, 2" THICK AND I" PER CUBIC FOOT DENSITY. WRAP INSULATION ENTIRELY AROUND DUCT AND WIRE SECURELY IN PLACE WITH 016 WIRE 12" O.C. ON EACH SIDE OF STANDING SEAM AND OVER INSULATION JOINT. LAP ALL INSULATION JOINTS 3" MIN. INSULATE DUCTS TIGHT AGAINST OTHER WORK BEFORE HANGING IN PLACE. 22.DUCT SYSTEM LEAKAGE TEST A. PROVIDE DUCT TESTS FOR ALL SYSTEMS THAT HAVE ANY PORTION OF THE AIR DISTRIBUTION SYSTEM IN UNCONDITIONED SPACE (E.G. ATTICS E CRAWLSPACES) B. PEFRFORM FINAL DUCT PRESSURE TEST AFTER THE DRY WALL HAS BEEN FINISHED. DUCTS SHALL BE PRESSURIZED TO 25 PASCAL AND THE AIR LEAKAGE SHALL NOT EXCEED r0% OF FAN FLOW. FINAL TEST SHALL BE PERFORMED BY INDEPENDENT CERTIFIED HERS. 23. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES DIVERGENCE WHEREVER POSSIBLE. DIVERGENCE UPSTREAM OF EQUIPMENT SHALL NOT EXCEED 20 DEGREESt CONVERGENCE DOWNSTREAM SHALL NOT EXCEED 30 DEGREES. 24. DUCTS WITHIN 10 FEET OF AIR MOVING DEVICE SHALL BE LINED ON THE INTERIOR WITH V OWENS CORNING TYPE 150 AEROFLEX, OR EQUAL. MATERIAL HAS A 'K' OF 028 (BTU/HR-FT-'F) 25. PAINT DUCTWORK VISIBLE BEHIND REGISTERS AND GRILLES MATTE BLACK WITH APPROPRIATE PAINT. 26. SELECT, SUPPLY AND INSTALL FLEXIBLE DUCT CONNECTIONS BETWEEN SUPPLY/RETURN PLENUMS AND MAIN DUCTS TO ELIMINATE VIBRATION. 21. NO DUCTED OR NON -DUCTED AIR MOVING DEVICE SHALL TERMINATE IN ATTIC. HVAC EQUIPMENT SCHEDULE i COOLING HEATING FAN ELECT. PAX (530) 265-2213 C. SYMBOL CITY. SYMBOL AREA SERVED TOTAL (BTU/HR) SENSIBLE COIL EDB/EWB (°F) HIGH DB (°F) CFM S.P. (WC) O.A. VOLTAGE MCA COMP. LRA FUSE/MOCP MFGR & MODEL NO. WEIGHT (LBS) EFFICIENCY REMARKS --- 14.5 PANASONIC (BTU/H R) 0.4 INPUT/OUTPUT Q CEILING CABINET FAN (CFM) w 1 PHASE _ 0 WHISPER TM Z z � U-) FAN SHALL BE ENERGIZED BY ROOM LIGHT SWITCH ¢Q U � U J 0 Z Q (BTU/HR) r _ U (MIN) FV-08-VCI5 ti M 0 F- J U U N (D O O 0.2 NORTH OFFICES --- --- --- PANASONIC 24 875 0-1.0 140 208/230 V. 5.4 --- 15 CARRIER # FE4AN002 135 VARAIBLE SPEED FANCOIL e FAN SHALL BE ENERGIZED BY FAN IN FC -2 --- --- 1 PHASE FV-20-NLF1 HSPF =10.0 MOUNTED IN UPFLOW POSITION BELT DRIVE 0.38 964 208j230 V. 0.75 --- GREENHECK N/A 21.0 INSTALL VCD-34 - 36"x36" INSULATED MOTORIZED DAMPER e1 1 SIDEWALL EXHAUST 4,645 5 Kw ACC. HEATER (MCA=33A,MOCP=35A) 1 PHASE SBE -31_24-7 12/17/2015 EXTERIOR LOUVER BY ARCHITECT 15-113 Scale WHOLEHOUSE FAN Date 1 st Issued N/A Sheet M 1. Number H=42-11/16", W=17-5/8", D=22-1/16" 6 NORTH OFFICES 23,140 19,200 80/63 26,000 30 --- --- --- 208/230 V. 1 PHASE 23.5 24 30 CARRIER # 24VNA024 324 SEER= 19 GROUND MOUNT VARIABLE SPEED HEAT PUMP 240 1 PHASE FG 6 SUSPEND FAN FROM ROOF FRAMING EER=13 W=35", D=35", H=44" GALLERY --- --- --- NOTES 37 1. Install/Mount exhaust fans according to manufacturer's recommendation. � '' 1 _ 2. EF -1 shall be controlled by light switch serving room. '21 -FIT ;, t ,-y DE r;SERVICES -1 3. WFA shall be controlled by manual switch. Consult owner for exact location. t ,. r- P r - t - s y 0-1.0 450 208/230 V. 5.4 --- 15 CARRIER # FE4AN003 150 VARAIBLE SPEED FANCOIL e1,225 1 PHASE HSPF =10.0 MOUNTED IN UPFLOW POSITION 5 Kw ACC. HEATER (MCA=33A,MOCP=35A) H=53-7/16", W=21-1/8", D=22-1/16" 2 GALLERY 32,330 26,630 80/63 31,500 30 --- --- --- 208/230 V. 1 PHASE 23.5 24 40 CARRIER # 24VNA036 367 SEER =19 GROUND MOUNT VARIABLE SPEED HEAT PUMP EER=13 W=35", D=35", H=44" SOUTH OFFICES & --- --- --- 0-0.5 300 208/230 V. 5.4 --- 15 CARRIER # FE4AN005 172 VARAIBLE SPEED FANCOIL eCOMMON AREA - - --- 1,600 1 PHASE HSPF =11.0 MOUNTED IN UPFLOW POSITION 3 10 Kw ACC. HEATER (MCA=53.5A,MOCP=60A) H=53-7/16", W=21-1/8", D=22-1/16" eSOUTH 3 OFFICES & COMMON AREA 43,860 34,320 80/63 47,000 30 --- --- --- 208/230 V. 1 PHASE 36.6 42 50 CARRIER # 24VNA048 334 SEER =17.5 GROUND MOUNT VARIABLE SPEED HEAT PUMP EER=13 W=35", D=35", H=44" CONFERENCE ROOM --- --- --- --- (1) (2) (2) (2) (2) FUJITSU # AUU18RLF 33 --- INDOOR HEAT PUMP CEILING CASSETTE --- --- 441 PROVIDE ADDITIONAL FUJITSU GRILLE DIMENSIONS - 22-7/16"X22-7/16" PROVIDE CONDENSATE PUMP 4 CONFERENCE ROOM 18,000 16,000 78/63 21600 37 --- --- --- 208/230 V. 1 PHASE 17.3 --- 20 FUJITSU # AOU18RLFC 86 HSPF =11.5 SEER = 20.1 ROOF MOUNTED OUTDOOR HEAT PUMP DIMENSIONS - W=31-3/32", D=13-27/32", H=24-13/32" NOTES: 1. PROVIDE COZ DEMAND VENTILATION CONTROLS FOR FC -4. INSTALL CO2 SENSOR ADJACENTTO THERMOSTAT. CO2 SENSOR SHALL ENERGIZED SF -1 WHEN ROOM CO2 LEVEL EXCEEDS 800 PPM. 2. ELECTRICAL FOR INDOOR UNIT WILL BE PROVIDED BY OUTDOOR UNIT HP -4. EXHAUST FAN SCHEDULE i COOLING FAN ELECT. PHONE (530) 265-2492 PAX (530) 265-2213 C. SYMBOL CITY. DESCRIPTION CFM S.P. (WC) RPM VOLTAGE BHP WATTS MFGR & MODEL NO. WEIGHT (LBS) SONES REMARKS 2 _ 0.25 --- 115 V. --- 14.5 PANASONIC 10 0.4 UNIT HAS BUILT-IN BACKDRAFT DAMPER Q CEILING CABINET FAN 65 w 1 PHASE _ 0 WHISPER TM Z z � U-) FAN SHALL BE ENERGIZED BY ROOM LIGHT SWITCH ¢Q U � U J 0 Z Q r _ U LO O FV-08-VCI5 ti M 0 F- J U U N (D O O 0.2 --- 115 V. --- 55 PANASONIC 24 1.7 UNIT HAS BUILT-IN BACKDRAFT DAMPER e1 2 12-17-2015 IN-LINE EXHAUST FAN 240 1 PHASE WHISPERLINET"" FAN SHALL BE ENERGIZED BY FAN IN FC -2 FV-20-NLF1 SUSPEND FAN FROM ROOF FRAMING BELT DRIVE 0.38 964 208j230 V. 0.75 --- GREENHECK N/A 21.0 INSTALL VCD-34 - 36"x36" INSULATED MOTORIZED DAMPER e1 1 SIDEWALL EXHAUST 4,645 1 PHASE SBE -31_24-7 12/17/2015 EXTERIOR LOUVER BY ARCHITECT 15-113 Scale WHOLEHOUSE FAN Date 1 st Issued N/A Sheet M 1. Number FAN SIZE = 24", 32"X32" HOUSING 1 0.3 --- 120 V. --- 70 FANTEC4 10 N/A FAN SHALL BE ENERGIZED BY CO2 SENSOR e IN-LINE SUPPLY FAN 240 1 PHASE FG 6 SUSPEND FAN FROM ROOF FRAMING IN TOWER NOTES 37 1. Install/Mount exhaust fans according to manufacturer's recommendation. � '' 1 _ 2. EF -1 shall be controlled by light switch serving room. '21 -FIT ;, t ,-y DE r;SERVICES -1 3. WFA shall be controlled by manual switch. Consult owner for exact location. t ,. r- P r - t - s y 4. SF -1 shall be controlled by CO2 sensor. 1 i V UI.1 L __47-0 -.t -J-- t;:wserstuaviowocumentswutoaesKimy Nroteasweiaswom:i Kancm5neets%xib-i t3-Mt.0 mtecnanicat Notes and scneauies.owg, 12/1 mb ub:zb:u1 pm t t i ENNSY $ MECHANICAL CON5ULTANT5 541 UREN STREET NEVADA CITY, CA 95959 PHONE (530) 265-2492 PAX (530) 265-2213 C. -26789 En Exg. 9/3o/t6 m ty, AOF C U) U-11 J C) w _ U . z Q w _ 0 U 0C) Z z � U-) J Q ¢Q U � U J 0 Z Q r _ U LO O W ti M 0 F- J U U N (D O O ... r) t � a � Revisions: No. Date: By: Description: 1 12-17-2015 DBD PLAN CHECK Plot Date: 12/17/2015 Job # 15-113 Scale as noted Date 1 st Issued N/A Sheet M 1. Number cote Sm SEE DETAIL C / M 1.1 WR J / INSTALL REFRIGERANT LINE BELOW FROST LINE A\ BURIED REFRIGERANT PI o REFRIGERANT LINES MUST BE INSULATED SEPARATELY o A MINIMUM OF 3/411 THICK INSULATION IS REQUIRED o IF POSSIBLE, INSTALL CASING AS ONE CONTINUOUS PIECE o IF THE CASING INCLUDES JOINTS, CONTACT THE MANUFACTURE OR SUPPLIER FOR INSTRUCTION ON HOW TO SEAL THE JOINTS TO MAKE THEM WATERTIGHT. 5URIED REFRI NT PI 6" WATER -TIGHT DRAINAGE PIPE FANCOIL TAIL SGINZ11"M TAIL C:1UserslDavidlDocumentslAutodesklMy ProjectsWelaslGorrill Ranch1SheetsV15-113-M1.1 HVAC Floor Plan.dwg,12/17/15 05:26:42pm MOTERIZED DAMPER EXHAUST FAN r71- I � I I LDA -PER CONTROL UNIT DAMPER MOTOR 1 �XH AUST FAN 455F'15L%T' SCALE 1"= 1'-0" OFFICE # 8"x8" SA 160 CFM 8.. 36 "x48" EXHAUST LOUVER OFFICE #3 CO2 5EN50R CONTROL DIAGRAM SCALE: NONE OFFICE ;6f'. 10"x10" SA 235 CFM 8 l/0 H 10"o 12"0 D ENEMY 4 MEOi-IANICAL CONSULTANTS 541 UIREN STREET NEVADA CITY, CA 95959 PRONE (530) 265-2492 FAX (530) 265-2213 12"0 xp, 9J3o/16 12 "x12" R.Z 230 CFM OFFICE #1 10"o DIOL BURIED REFRIGERANT PIPING. REFER TO DETAILS II! REFRIGERANT N e ��► VSs '�a► ,. 14"x6" SA 300 CFM 10"x10" EA 240 CFM 10"x10" EA LOUVER IN TOWER a \-!:!i 11x6" SA FC300 CFM ISO 24"x14" RA 150 CFM 2 ii( 14"0 _s. 0 14"x6" SA ;Ir 1 300 CFM CALLER 24"x24" OA LOUVER IN TOWER 0 C) M T -t X f --t v I L/ `/ 1'**N SCALE: 1/4 = i' -O" D ENEMY 4 MEOi-IANICAL CONSULTANTS 541 UIREN STREET NEVADA CITY, CA 95959 PRONE (530) 265-2492 FAX (530) 265-2213 f 26789 xp, 9J3o/16 Z = J U 00 a. Z cr) Elf�C O J QC) O �=LO U ti 0 = 0 _45 U F— J a� U U n U) Revisions: No. Date: By: Description: 1 12-17-2015 DBD PLAN CHECK Plot Date: 12117/2015 Job # 15-113 Scale as noted Date 1 st Issued N/A Sheet M 1.1 Number PLUMBING SYMBOLS AND LEGEND AC AT OR ABOVE CEILING BS BELOW SLAB BG BELOW GRADE IW IN WALL VR VTR WD,R WH CWR,D HWRp HWRTRD HB WCO, GCO --------- CW C VENT RISER VENT THRU ROOF WASTE DROP, RISER WATER HEATER (SEE SCHEDULE) COLD WATER RISER DROP HOT WATER RISER, DROP HOT WATER RETURN RISER, DROP HOSE5155 WALL CLEANOUT, GRADE CLEANOUT CLEANOUT COLD WATER PIPING HW HOT WATER PIPING CONDENSATE DRAIN PIPING W SANITARY WASTE PIPING --------------- V VENT PIPING D� SHUT OFF VALVE (LINE SIZED) PLUM6ING PIPE MATERIAL SCHEDULE SANITARY WASTE 4 VENTING MATERIALS (A) DRAINAGE WASTE AND VENT PIPING SHALL BE SCHEDULE 40 ABS DWV OR OTHER APPROVED MATERIAL HAVING A SMOOTH AND UNIFORM BORE. FITTINGS SHALL BE MADE OF SIMILAR MATERIAL. EXCEPTION: NO HUB CAST IRON SHALL BE USED WHERE SLOPE OF WASTE LINE IS LESS THAN % IN PER FOOT, OR WHERE WASTE PIPING IS ROUTED BETWEEN FLOOR OR RISERS IN WALLS. (B) VENT PIPING SHALL EXTEND 12 INCHES ABOVE THE ROOF (MIN.) AND SHALL BE FLASHED WITH 4 -POUND LEAD. THE LEAD FLASHING SHALL BE TURNED DOWN ON THE INSIDE OF THE VENT IN A NEAT MANNER MINIMUM VENT SIZE AT VENT EXTENSION THROUGH ROOF SHALL BE 3" (MIN.) TO PREVENT FROST/SNOW CLOSURE. THE CHANGE IN DIAMETER SHALL BE MADE INSIDE THE BUILDING AT LEAST ONE (1) FOOT BELOW THE ROOF, OR AS REQUIRED BY THE ADMINISTRATIVE AUTHORITY. VENTS SHALL BE PLACED ADJACENT TO UPPER RIDGE OF ROOF AND SHALL BE PROTECTED BY "MURPHY SPLITTER" OR METAL FORMED CRICKET APPROVED BY ADMINISTRATIVE AUTHORITY. CONDENSATE DRAINAGE (A) SCHEDULE 40 PVC DWV PIPE MEETING THE REQUIREMENTS OF ATM D 1185 OR OTHER APPROVED MATERIAL HAVING A SMOOTH AND UNIFORM BORE. FITTINGS SHALL BE IN COMPLIANCE ASTMD 2464. POTABLE WATER PIPING (A) SCHEDULE 40 PVC PIPE MEETING THE REQUIREMENTS OF ATM D 1185 MAY BE USED FOR COLD WATER DISTRIBUTION OUTSIDE THE BUILDING. FITTINGS SHALL BE IN COMPLIANCE ASTMD 2464. (B) WATER AND PIPE FITTINGS IN GARAGE SHALL BE MADE OF TYPE K COPPER AND JOINED WITH VIEGA® PRESS FITTINGS. (C) ALL PIPING MAY BE 2" AND SMALLER SHALL BE NON -BARRIER PEX TUBING BY UPONOR®, VIEGA®, OR EQUAL. PEX TUBING SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM 4816-08 AND F811. FITTINGS SHALL BE ZERO LEAD FITTINGS MEETING THE REQUIREMENTS OF ASTM F1801. PEX PIPING SHALL MEET THE REQUIREMENTS OF SECTION 604.12 OF THE 2013 CPC. POTABLE PEX PIPING PLACED IN SOIL SHALL BE SLEEVED WITH IN ACCORDANCE WITH TABLE 604.1 (FOOTNOTE 2). THE FOLLOWING ARE EXCEPTIONS TO THE USE OF PEX PIPING: (1) PIPING WITHIN 18 INCHES OF WATER HEATER SHALL BE TYPE L COPPER (2) DOMESTIC HOT WATER SUPPLY AND RETURN PIPING ABOVE GRADE SHALL TYPE L COPPER C:\Users\David\Documents\Autodesk\My Projects\Metas\Gordll Ranch\Sheets\x15-113-P1.0 Plumbing Notes and SchedulFs.dwg,12/17/15 04:50:03pm PWM5ING NOTES 1. ALL WATER AND WASTE PLUMBING INSTALLATION WORK AND ALL PLUMBING MATERIALS SHALL BE IN ACCORDANCE WITH THE 2013 CALIFORNIA PLUMBING CODE. 2. PLUMBING FIXTURES NOT SPECIFIED ON PLANS SHALL BE SELECTED BY INSTALLING SUBCONTRACTOR AND SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL. FIXTURES SHALL MEET CURRENT CPG AND CAL -GREEN CODES. MAXIMUM FLOW RATES SHALL BE AS FOLLOWS: SINKS 1.8 GPM LAVATORIES 0.5 GPM SHOWERS 2.0 GPM WATER CLOSETS 128 GPF 3.FURNISH AND INSTALL ALL MATERIALS AND PERFORM ALL LABOR NECESSARY FOR A COMPLETE INSTALLATION OF PLUMBING WORK INDICATED ON THE DRAWINGS. PROVIDE ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED, WHICH CAN REASONABLY BE INFERRED OR TAKEN AS BELONGING TO THE WORK AND NECESSARY TO PROVIDE THE COMPLETE SYSTEM. 4.PROVIDE ALL NECESSARY PLUMBING CONNECTIONS TO EQUIPMENT FURNISHED UNDER OTHER DIVISIONS OR SECTION OR BY OWNERS. PROVIDE SHUTOFF VALVES OR STOPS AT EACH CONNECTION. PROVIDE DRAIN PAN AND TEMPERATURE / PRESSURE RELIEF VALVES AT WATER HEATERS. 5.PIPING IS TO BE FIELD LOCATED IN SUCH A WAY AS TO AVOID OBSTACLES, MEET CALIFORNIA PLUMBING CODE (CPC) REQUIREMENTS AND ALLOW SERVICE CLEARANCE TO AREAS AND EQUIPMENT THAT MAY REQUIRE SERVICING. lo.ALL HORIZONTAL WASTE / VENT PIPES SHALL HAVE A MINIMUM SLOPE OF X" PER FOOT 1. HORIZONTAL VENT PIPE SHALL BE SO GRADED AND CONNECTED AS TO DRIP BACK BY GRAVITY TO THE DRAIN PIPE IT SERVES PER 2013 CPC 9052. 8.INSULATE ALL POTABLE HOT WATER SUPPLY 4 RETURN PIPING WITH K -FLEX %" WALL THICKNESS "DG TUBOLIT", OR EQUAL. CONDUCTIVITY= 02'3 (BTU-IN/HR-'F) AT 15' IN NON CONDITIONED SPACE, IN ACCORDANCE WITH ASTM C111 OR C518. 9.FOR EXACT LOCATION OF PLUMBING FIXTURES AND MOUNTING HEIGHTS, SEE ARCHITECTURAL ELEVATIONS. 10. PRESSURE RELIEF VALVE SHALL DRAIN IN ACCORDANCE WITH 2013 CPG SECTION 608.5. il. WHERE WATER AND SEWER ARE RUN IN A COMMON TRENCH, TRENCHING SHALL MEET THE REQUIREMENTS SET FORTH IN THE 2013 GPC SECT. 120. 12.PROVIDE EASY SHUT-OFF CAPABILITY FOR WATER HEATERS. 13. PROVIDE WATER HEATER SUPPORT AND SEISMIC BRACING PER 2013 GPC, SECTION 501.0 PROVIDE VANDAL PROOF WATER HEATER CONNECTION TO BUILDING AS SPECIFIED. 14. PIPING SHALL BE SUPPORTED AND BRACED IN ACCORDANCE WITH CHAPTER 3 OF THE 2013 CPG WITH SUPERSTRUT HANGERS, OR EQUAL. PROVIDE ISOLATORS AT ALL HANGERS WHERE PIPING IS NOT INSULATED. 15. PROVIDE BACKFLOW PREVENTION FOR WATER SUPPLY TO BUILDING AS REQUIRED BY ADMINISTRATIVE AUTHORITY. 16. HOSE B[BBS SHALL BE FREEZE -PROOF AND EQUIPPED WITH APPROVED BACKFLOW PREVENTION DEVICE. LOCATION SHALL BE PROVIDED BY OWNER'S REPRESENTATIVE. 11.FOR IN TRENCH DETAILS, SEE CIVIL DRAWINGS. 18. CLEANOUTS IN FIRE RATED WALLS SHALL HAVE BOTH METAL BODY AND COVER CONSISTENT WITH PIPE MATERIAL SCHEDULE. 19. FOR PIPING MATERIALS OUTSIDE OF BUILDING, REFER TO CIVIL ENGINEERING SPECIFICATIONS. 20.SLOPE ALL CONDENSATE AT 1/4" PER FT. CONDENSATE PIPING SHALL BE SCH. 40 PVC. INSULATE CONDENSATE PIPING WITH 1/2" WALL THICKNESS PIPE INSULATION WHERE PIPING RUNS ABOVE CONDITIONED SPACE. 21.SLEEVES: INSTALL AMI SLEEVES OF SUFFICIENT SIZE TO ALLOW FOR FREE MOTION OF PIPE, 24 GAGE GALVANIZED STEEL.THE SPACE BETWEEN PIPE AND SLEEVES SHALL BE CAULKED AND MADE WATERTIGHT. PIPES PENETRATING WALLS BELOW GRADE SHALL BE ANCHORED AT THE WALL.PIPES THROUGH SLABS ON GRADE SHALL BE WRAPPED WITH 1" THICK FIBERGLASS INSULATION TO COMPLETELY ISOLATE THE PIPE FROM THE CONCRETE.PIPES PENETRATING FIRE RATED WALLS SHALL BE CAULKED AS SHOWN ON DETAILS. PROVIDE I" WIDE CHROME OR NICKEL PLATED ESCUTCHEONS ON ALL PIPES EXPOSED TO VIEW WHERE PASSING THROUGH WALLS, FLOORS, PARTITIONS, CEILINGS, AND SIMILAR LOCATIONS. SIZE THE ESCUTCHEONS TO FIT PIPE AND COVERING. 22. FLOOR, WALL, AND CEILING PLATES: FIT ALL PIPES WITH OR WITHOUT INSULATION PASSING THROUGH WALLS, FLOORS, OR CEILINGS, AND ALL HANGER RODS PENETRATING FINISHED CEILINGS WITH CHROME -PLATED OR STAINLESS STEEL PLATES. OPENINGS THROUGH AIR PLENUMS SHALL BE SEALED AIRTIGHT. 23. PROVIDE HILT[ FS -ONE FIRESTOP SEALANT AROUND PIPE PENETRATIONS THROUGH 1 OR 2 HOUR RATED WALL OR FLOOR ASSEMBLIES. APPLY ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 24. PLUMBING VENTS SHALL BE AT LEAST 10' FROM OR V ABOVE ANY DOOR, OPENABLE WINDOW, MECHANICAL AIR INTAKE, OR OTHER INLETS INTO THE BUILDING PER CPG 9062. 25. DISINFECTION OF WATER SYSTEM (A) PRIOR TO FINAL INSPECTION, CLEAN AND DISINFECT DOMESTIC HOT AND COLD WATER SYSTEMS, SPACE HEATING SYSTEMS AND FIRE PROTECTION SYSTEMS CONNECTED TO DOMESTIC WATER MAINS. PERFORM ALL WORK PER AWWA STANDARD PROCEDURES FOR DISINFECTING WATER MAINS AND AS REQUIRED BY LOCAL BUILDING AND HEALTH DEPARTMENT CODES. (B) WITH ALL FIXTURES CONNECTED AND OPERABLE AND READY FOR USE AND WHEN, BY TEST, SYSTEM [S PROVED TO BE FREE FROM LEAKS, THOROUGHLY FLUSH BY FULLY OPENING EVERY OUTLET AND OPERATING EVERY FIXTURE UNTIL CLEAR WATER FLOWS FROM ALL OUTLETS AND FIXTURES. (C) FILL SYSTEM COMPLETELY FULL OF WATER AND INJECT DISINFECTANT SLOWLY AND CONTINUOUSLY AT AN EVEN RATE (NOT IN SLUGS) UNTIL AN ORTHOTOLIDIN TEST AT EACH OUTLET SHOWS A CHLORINE RESIDUAL CONCENTRATION OF AT LEAST 50 PARTS PER MILLION (PPM). (D)MAINTAIN CONDITION FOR 24 HOURS WITH CHLORINE RESIDUAL OF 50 PPM RETAINED IN SYSTEM FOR THIS 24 HOUR PERIOD. IF, AFTER 24 HOURS, ORTHOTOLIDIN TESTS INDICATE THAT CHLORINE RESIDUAL CONCENTRATION HAS DECREASED BELOW 50 PPM, THEN DISINFECTION PROCEDURE MUST BE REPEATED UNTIL AN APPROVED RESULT IS OBTAINED. (E) WHEN THE ABOVE PROCEDURE HAS BEEN COMPLETED, FLUSH OUT ENTIRE SYSTEM WITH FRESH WATER UNTIL AN ORTHOTOLIDIN TEST AT ANY OUTLET SHOWS A RESIDUAL OF NOT MORE THAN 0.02 PPM. (F) POST WARNING SIGNS AT ALL OUTLETS AND IN CONSPICUOUS AREAS WHILE DISINFECTING THE SYSTEM. 26.TESTING OF PIPING (A) ALL PIPING SHALL TESTED AT COMPLETION OF ROUGH -IN, OR AT OTHER TIMES AS DIRECTED BY ARCHITECT. TEST IN ACCORDANCE WITH THE FOLLOWING SCHEDULE TO SHOW NO LOSS IN PRESSURE OR VISIBLE LEAKS AFTER A MINIMUM DURATION OF FOUR (4) HOURS AT THE TEST PRESSURE INDICATED. (B) ISOLATE FROM THE SYSTEM ALL EQUIPMENT WHICH MAY BE DAMAGED BY TEST PRESSURE. TEST SCHEDULE AS FOLLOWS: SYSTEM TESTED ALL SOIL, WASTE, DRAIN AND VENT PIPING WITHIN BUILDINGS. TEST PRESSURE PSIG TEST WITH FILL WITH WATER TO TOP OF WATER HIGHEST JOINT IN SYSTEMt ALLOW TO STAND 2 HOURS OR LONGER AS DIRECTED BY INSPECTOR ALL HOT TEMPERED AND 150 PSIG COLD PIPING. WATER fL Ut'*-15 INS EOUIFt*01ENT SCHEDULE SYMBOL DESCRIPTION MFGR 4 MODEL * ACCESSORIES _1 30 GALLON A.O. SMITH EGL 30 LOWBOY 30 GALLON WATER HEATER, EF=0.93 L-1 ELECTRIC WATER HEATER KOLER K-2196-4-0 AMERICAN STANDARD IN55ROOK RECOVERY = 21 GALLON, FIRST HOUR RATING = 41 GALLON 5-1 KITCHEN SINK KOHLER VERSE K -3313 -1 -NA KOHLER SIMPLICE K -596 -CP 208 V, 4500 WATT, 224, 30" HIGH 8-2 POINT OF USE CHRONOMITE SR -15 INSTANTANEOUS LOW -FLOW ELECTRIC WATER HEATER, UNDER COUNTER WH -2 ELECTRIC WATER HEATER WOODFORD MODEL 19 120 V, 15A, IWO W, 035 GPM WCO WALL CLEANOUT JR SMITH 4402C 2E PSI MIN. OPERATING PRESSURE NOTE: WATER HEATER AQUASTATS .SHALL BE S~T TO PROVIDE A MAXIMUM TEMPERTURE OF 110' F. FL U�1INC- f I XTI,I E eGH D UL SYMBOL DESCRIf='TION MFGR 4 MODEL * ACCESSORIES WC -1 WATER CLOSET TOTO ECO DRAKE 0ST144ELN101 128 GfT, ADA COMPLIANT, WHITE VITREOUS CHINA ELONGATED BOWL L-1 WALL HUNG LAVATORY KOLER K-2196-4-0 AMERICAN STANDARD IN55ROOK 16" WHITE, VITREOUS CHINA DROP-IN LAV, ADA COMPLIANT DC TOUCHLESS 05 GPM FAUCET 5-1 KITCHEN SINK KOHLER VERSE K -3313 -1 -NA KOHLER SIMPLICE K -596 -CP SELF RIMMING SS SINGLE BOWL SINK SINGLE LEVER 18 GPM FAUCET 8-2 BAR SINK PROFLO PFSR25226 KOHLER SIMPLICE K -91 -CP SELF RIMMING SS SINGLE BOWL SINK, ADA COMPLIANT SINGLE LEVER 18 GPM FAUCET H5-1 HOSE 5155 -EXTERIOR WOODFORD MODEL 19 FROST PROOF WALL HOSE BIBS WCO WALL CLEANOUT JR SMITH 4402C PLUG W/ SS COVER / SEE PLAN FOR SIZE BU -(7f - C.01 I_n­_`,'77_ ;_ ely MI;6Y 4 MEC 4ANICAL CONSULTANTS 541 UREN STREET NEVADA CITY, CA 95959 PHONE (530) 265-2492 FAX (530) 265-2213 C. tG,2, t -26789 Exp. 9/.34/16 �C Ot 0 Z Q U) Uj U OO M O LO C/) < Q Q c D LIJ J J J �v Z :D 0-010 ID Qm M UJI O � U F, CD 0- U) 0 45 CU U U �. aa U) Revisions: No. Date: By: Description: 1 12-17-2015 DBD PLAN CHECK Plot Date: 12/17/2015 Job# 15-113 Scale as noted Date 1 st Issued NIA Sheet Pi � Number . SCALE.- 1/4" = I'-011 C:\Users\David\DocumentslAutodesk\My ProjectsWelas\Gorrill Ranch\Sheets1x15-113-P1.1 Plumbing Plan.dwg,12/17115 05:25:26pm FIXTURE CWFU QUANTITY TOTAL WC -1 25 2 5.0 L-1 1.0 2 2.0 5-1 15 1 15 8-2 15 1 15 1 st H5-1 25 1 25 H5-1 1.0 1 1.0 STREET 135 COLD WATER FIXTURE UNITS NEVADA CITY, PER 2013 CPG, TABLE 610.4, 46-60 PSI AND 150 LF 95959 PHONE FROM WELL, WATER SUPPLY PIPING IS 1" DIAMETER KEYED NOTES O311 WD, 211 \ /L7 O I I If' 211 W , 11/2 11 I R Q3 LINE SIZED WCO ® LINE SIZED PCO Q5 LINE SIZED 2 -WAY CICO SEE CIVIL PLANS FOR CONT. © 3" VTR Q V/2 11 VTR ® TERMINATE 3/4" PRIMARY CONDENSATE AT LAY TAILPIECE (5) TERMINATE 3/4" SECONDARY CONDENSATE UNDER EAVE, A50VE WINDOW LINE SIZED WATER SHUT-OFF VALVE IN CONCRETE VALVE BOX SEE CIVIL PLANS FOR CONT. 11 RUN PIPING BETWEEN FLOORS 12 3/4" CWD TO H5 13 1/4" CWD TO ICEMAKER 4 '/Z" H 4 CWD TO LAVS '/2" H 4 CWD TO SINK ® 1/2 CWD @ 3/4" CWD ® 3/4" H 4 CWD TO WH -1 �g 1/2" H 4 CW TO WH -2 ® '/2 " H 4 CW TO SINK © '/2" H 4 CW TO LAV ® '/2 " CW TO WC ®3 22 GAUGE GALVANIZED DRAIN PAN 5 C1�-- DAi'r---L`—b+—� i ENERGY 4 MECAANICAL CON51.11-TANT5 541 UREN STREET NEVADA CITY, CA 95959 PHONE (530) 265-2492 PAX (530) 265-2213 C. r � �E"p. -26789 9 j30% ry Ak��l4��Q' _ Z U ao Q Z � J �LO J c)orf Z o�E :E_ m :E ce- O Loin k` 0 h5 I— J hi a)N O (1)O CV L n d Cn Revisions: No. Date: By: Description: 1 12-17-2015 DBD PLAN CHECK Plot Date: 12117/2015 Job # 15-113 Scale as noted Date 1 st Issued N/A Sheet P 1.1 Number Project Name: Gorrill Office NRCC-PRF-01-E Page 1 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xmi A. PROJECT GENERAL INFORMATION Gorrill Office NRCC-PRF-01-E Page 2 of 22 § 140.1 1. Project Location (city) Durham 7. # of dwelling units 0 2. CA Zip Code 95938 S. Standards Version Compliance2015 3. Climate Zone 11 9. Compliance Software (version) EnergyPro 6.7 4. Total Conditioned Floor Area 3,968 ft2 10. Building Orientation (deg) (S) 163 deg S. Total Unconditioned Floor Area 0 ft2 11. Permitted Scope of Work NewComplete 6. # of Stories (Habitable Above Grade) 1 12 1 Building Type(s) Nonresidential B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS Gorrill Office NRCC-PRF-01-E Page 2 of 22 § 140.1 7935 Mkidway Durham 95938 Calculation Date/Time: BUILDING COMPLIES Compliance Scope: NewComplete 1. Energy Component 2. Standard Design (TDV) Gorrill HPump - 15113.xm1 3. Proposed Design (TDV) 4. Compliance Margin (TD'J) S. Percent Better than Standard Space Heating 16.9 26.4 -9.5 -56.2% Space Cooling 119.4 86.5 32.9 27.6% Indoor Fans 121.2 47.3 73.9 61.0% Heat Rejection Covered Process: Computer Rooms -- - ❑ Prescriptive NRCC-PRC-01/ 04-E Pumps & Misc. -- -- -- - Domestic Hot Water 8.0 14.3 -6.3 -78.8% Indoor Lighting 56.0 27.4 28.6 51.1% COMPLIANCE TOTAL 321.5 201.9 119.6 37.2% Receptacle 94.5 94.5 0.0 0.0% Process ❑ -- - - Process Ltg -- -- -- -- TOTAL 416.0 296.4 119.6 28.8% CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12.18 16:48:18 Project Name: Gorrill Office NRCC-PRF-01-E Page 2 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump - 15113.xm1 C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings) Gorrill Office 1st Indoor Fans: Check envelope and mechanical Compliance Margin By .............................. .Indoor Fans Space t;oolin-g indoor La,h`ing. Heat Rejection ?u nos & Pvlisc I-Int'tVa'.;" Space Heating Energy Component (from Table B column 4) / / 1111 2nd Space Cooling: Check envelope and mechanica'. 3rd Indoor Lighting: Check fighting 4th Heat Rejection: Check envelope and mechanical 5th Pumps & Misc.: Check mechanical 6th Domestic Hot Water: Check mechanical 7th Space Heating: Check envelope and mechanical D. EXCEPTIONAL CONDITIONS E. HERS VERIFICATION This Section Does Not Apply F. ADDITIONAL REMARKS None Provided CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 Project Name: Gorrill Office NRCC-PRF-01-E Page 3 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xm1 G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY Identify which building components use the performance or prescriptive path for compliance. "NA'= not in project For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans. Building Component Compliance Path Compliance Forms (required for submittal) Location of Mandatory Notes on Plans Envelope E Performance NRCC-PRF-ENV-DETAILS (section of the NRCC-PRF-01-E) Yes NA ❑ Prescriptive NRCC-ENV-OS / 02 / 03 / 04 / 05 / 06-E ❑ NA Mechanical N Performance NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-01-E) ❑ ❑ ❑ Prescriptive NRCC-MCH-01 / 02 / 03 / 04 / 05 / 06 / 07-E ❑ NA Domestic Hot Water E Performance NRCC-PRF-PLB-DETAILS (section of the NRCC-PRF-01-E) N NRCA-MCH-03-A- Constant Volume Single Zone HVAC ❑ ❑ Prescriptive NRCC-PLB-01-E ❑ NA Lighting (Indoor Conditioned) E Performance NRCC-PRF-LTI-DETAILS (section of the NRCC-PRF-01-E) ❑ ❑ Prescriptive NRCC-LTI-01 / 02 / 03 / G4 / 05-E ❑ NA Covered Process: Commercial Kitchens ❑ Performance S2 (section of the NRCC-PRF-01-E) NRCC-CXR-01 / 02 / 04 / 05-E ❑ Prescriptive NRCC-PRC-01/03-E E NA Covered Process: Computer Rooms ❑ Performance S3 (section of the NRCC-PRF-01-E) Electrical: §130.5 ❑ Prescriptive NRCC-PRC-01/ 04-E N NA Covered Process: Laboratory Exhaust ❑ Performance S4 (section of the NRCC-PRF-01-E) ❑ N E] Prescriptive NRCC-PRC-01/09-E E NA ndards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 Project Name: Gorrill Office NRCC-PRF-01-E Page 4 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xml G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY The following building components are only eligible for prescriptive compliance. Indicate which are The following building components may have mandatory requirements per Part 6. Indicate relevant to the project. which are relevant to the project. Yes NA Prescriptive Requirement Compliance Forms Yes NA Mandatory Requirement Compliance Forms ❑ NRCA-ENV-02-F NERC label verification for fenestration N NRCI-MCH-01-E - For all buildings with Mechanical Systems Lighting (Indoor ❑ ❑ ❑ Commissioning: §120.8 ❑ ❑ N N NRCA-MCH-03-A- Constant Volume Single Zone HVAC ❑ NRCC-LTI-01 / 02 / 03 / 04 / 05-E ❑ N Simple Systems NRCC-CXR-01 / 02 / 03 / 05-E ❑ Unconditioned) §140.6 ❑ ❑ E Complex Systems NRCC-CXR-01 / 02 / 04 / 05-E ❑ N Lighting (Outdoor) §140.7 NRCC-LTO-01 / 02 / 03-E ❑ N Electrical: §130.5 NRCC-ELC-01-E ❑ E Lighting (Sign) §140.8 NRCC-LTS-01-E ❑ N Solar Ready: §110.10 NRCC-SRA-01 / 02-E ❑ ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ ❑ ❑ NRCA-MCH-15-A-Thermal Energy Storage CI Covered Process: §120.6 NRCC-PRC-01-E ❑ NRCA-MCH-16-A- Supply Air Temp Reset Controls ❑ ❑ ❑ N Parking Garage NRCC-PRC-02-L 11® Solar Thermal Water NRCC-STH-01•E El Commercial Refrigeration NRCC-PRC-05-E Electrical Heating: §140.5 ❑ ❑ N Warehouse Refrigeration NRCC-PRC-06/07/08-E ❑ ❑ Roof ❑ N Compressed Air NRCC-PRC-10-E 00.0% ❑ ❑ ❑ E Process Boilers NRCC-PRC-11-E CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 Project Name: Gorrill Office NRCC-PRF-01-E Page 5 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compl'3nce Scope: NewComplete Input File Name: Gorrill HPump - 15113.xml H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmei NRCC-PRF-01-E Building Component Compliance Forms (required for submittal) Pass Fail Envelope N NRCI-ENV-01-E - For all buildings ❑ ❑ ❑ NRCA-ENV-02-F NERC label verification for fenestration N NRCI-MCH-01-E - For all buildings with Mechanical Systems ❑ ❑ ❑ ❑ ❑ N NRCA-MCH-02-A-Outdoor Air ❑ ❑ N NRCA-MCH-03-A- Constant Volume Single Zone HVAC ❑ ❑ N NRCA-MCH-04-H- Air Distribution Duct Leakage ❑ ❑ ❑ NRCA-MCH-05-A-Aii 7conomizerControls ❑ ❑ N NRCA-MCH-06-A- Demand Control Ventilation ❑ ❑ ❑ NRCA-MCH-07-A-Supply Fan Variable Flow Controls ❑ ❑ Mechanical ❑ NRCA-MCH-08-A- Valve Leakage Test ❑ ❑ ❑ NRCA-MCH-09-A- Supply Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-10-A- Hydronic System Variable Flow Controls ❑ ❑ ❑ NRCA-MCH-1I-A-Auto Demand Shed Controls ❑ ❑ ❑ NRCA-MCH-12-A- Packaged Direct Expansion Units ❑ ❑ ❑ NRCA-MCH-13-A- Air Handling Units and Zone Terminal Units ❑ ❑ ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ ❑ ❑ NRCA-MCH-15-A-Thermal Energy Storage CI ❑ ❑ NRCI-LTO-01-E- Outdoor Lighting ❑ NRCA-MCH-16-A- Supply Air Temp Reset Controls ❑ ❑ ❑ ❑ NRCA-MCH-17-A- Condensate Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-18-A- Energy Management Controls Systems ❑ ❑ ❑ NRCV-MCH-04-H- Duct Leakage Test - ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 Ptoject i.ame: Gorrill Office NRCC-PRF-01-E Page 6 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xm1 H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed NRCC-PRF-01-E Building Component Compliance Forms (required for submittal) Pass Fail Plumbing N NRCI-PLB-01-E - For all buildings with Plumbing Systems ❑ ❑ ❑ NRCI-PLB-02-E - required on central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-PLB-03-E - Single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-PLB-21-E - HERS verified central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-PLB-22-E -HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCV-PLB-21-H- HERS verified central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCV-PLB-22-H - HERS verified single dwelling unit systems in high-rise residential, .iotel/motel application. ❑ ❑ ❑ NRCI-STH-01-E- Any solar water heating ❑ ❑ Indoor Lighting N NRCI-LTI-01-E - For all buildings ❑ ❑ ❑ NRCI-LTI-02-E - Lighting control system, or for an Energy Management Control System (EMCS) ❑ ❑ ❑ NRCI-LTI-03-E - Line -voltage track lighting Integral current limiter, or for a supplementary overcurrent protection panel used to ❑ energize only line -voltage track fighting ❑ ❑ NRCI-LTI-04-E -Two interlocked systems serving an auditorium, a convention center, a conference room, or a theater ❑ ❑ ❑ NRCI-LTI-OS-E -Lighting Control Credit Power Adjustment Factor (PAF) ❑ ❑ ❑ NRCI-LTI-06-E - Additional wattage installed in a video conferencing studio ❑ ❑ ❑ NRCA-LTI-02-A - Occupancy sensors and automatic time switch controls. ❑ ❑ ❑ NRCA-LTI-03-A - Automatic d3ylighting controls ❑ ❑ ❑ NRCA-LTI-04-A - Demand responsive lighting controls ❑ ❑ Outdoor Lighting ❑ NRCI-LTO-01-E- Outdoor Lighting ❑ ❑ ❑ NRCI-LTO-02-E- EMCS Lighting Control System ❑ ❑ ❑ ❑ NRCA-LTO-02-A -Outdoor Lighting Control ❑ ❑ Sign Lighting ❑NRCI-LTS-01-E-Sign Lighting ❑ ❑ Electrical ❑ NRCI-ELC-01-E - Electrical Power Distribution ❑ ❑ Photovoltaic ❑ NRCI-SPV-01-E Photovoltaic Systems ❑ ❑ Project Name: Gorrill Office NRCC-PRF-01-E Page 7 of 22 Project Address: 7935 Mkidway Durham 95978 Calculation Date/rime: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump - 15113.xml H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed NRCC-PRF-01-E Building Component Compliance Forms (required forsubmittal) Pass Fail 5. Number of Floors Above Grade ❑ NRCI-PRC-01-E Refrigerated Warehouse ❑ ❑ ❑ NRCA-PRC-01-F- Compressed Air Systems ❑ ❑ Covered Process ❑ NRCA-PRC-02-F-Kitchen Exhaust ❑ ❑ ❑ NRCA-PRC-03-F-Garage Exhaust ❑ ❑ ❑ NRCA-PRC-04-F- Refrigerated Warehouse- Evaporator Fan Motor Controls ❑ ❑ ❑ NRCA-PRC-05-F- Refrigerated Warehouse- Evaporative Condenser Controls ❑ ❑ ❑ NRCA-PRC-06-F- Refrigerated Warehouse- Air Cooled Condenser Controls ❑ ❑ ❑ NRCA-PRC-07F- Refrigerated Warehouse- Variable Speed Compressor ❑ ❑ ❑ NRCA-PRC-08-F- Electrical Resistance Underslab Heating System ❑ 1 ❑ 1. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS for more information) Gorrill Office NRCC-PRF-01-E Page 8 of 22 Project Address: 1. Total Conditioned Floor Area 3,968 ft' 5. Number of Floors Above Grade 1 NewComplete Confirmed 2. Total Unconditioned Floor Area 0 ft, 6. Number of Floors Below Grade 0 7. S. d 3. Addition Conditioned Floor Area 0 ft, 4. Addition Unconditioned Floor Area 0 ft, Fenestration Type Certification Method' Assembly Method N Overall 7. Opaque Surfaces & Orientation Overall S. Total Gross Surface Area 9. Total Fenestration Area 10. Window to Wall Ratio d Tag or I.D. North Wall F -Factor: 0.730 1,208 ft' 248 ftz 20.6% ❑ ❑ East Wall 38 681 ft2 80 it, 11.7% ❑ ❑ South Wall 0.34 1,208 ft2 231 ft' 19.1% ❑ ❑ West Wall VerticalFenestration 727 ft' 78 ft2 10.7% ❑ ❑ Total N 3,824 ft2 637 ft2 1 16.7% ❑ ❑ Roof 273 4,023 ft2 0 ft' 1 00.0% ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 Project Name: Gorrill Office NRCC-PRF-01-E Page 8 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input F''e Name: Gorrill HPump-15113.xml J. FENESTRATION ASSEMBLY SUMMARY Confirmed 1. 2. 3. 4. § 110.6 6. Confirmed 1. 2. 3. 4. S. 6. 7. S. 9. Surface Name Surface Type Fenestration Assembly Name / Fenestration Type Certification Method' Assembly Method Area ft' Overall Overall Overall Underground Floor 3968 d Tag or I.D. NA F -Factor: 0.730 N ❑ ❑ U -factor SHGC VT Wood 38 NA Fixed Low -E Non -Metal Double Vertical Fenestration NFRCRated Manufactured 157 0.34 0.30 0.50 N ❑ ❑ Door Low -E Non -Metal Double VerticalFenestration NFRCRated Manufactured 208 0.34 0.30 0.50 N ❑ ❑ Operable Low -E Non -Metal Double VerticalFenestration NFRCRated Manufactured 273 0.34 0.30 0.50 N ❑ ❑ ' Newly iostfledfenesnation sholl hove o cerllJled NFRClabel Certglrnre or use the UL nefawt mr-r-aam a.e"U.-A no malC!la.a-a.--ionranesrmaan ,ess roan t,avvr, , u, o,y umnw ryvurw,,,wvri x. nclnrrnc nmoc:.......... Appendix NA6. 25tatus.- N - New, A - Altered, E - Existing Taking compliance credit for fenestration shading devices? (if "Yes", see NRCC- PRF-ENV-DETA ILS for more information) K. OPAQUE SURFACE ASSEMBLY SUMMARY Confirmed 1. 2. 3. 4. § 120.7/ § 140.3 6. Confirmed 1. 2. 3. 4. S. 6. 7. S. d Surface Name Surface Type Area (ft2) Framing Type Cavity R -Value Continuous R -Value U-Factor/F-Factor / C -Factor N R-38 Roof Attic Rad Bar14 Slab On Grade12 Underground Floor 3968 NA 0 NA F -Factor: 0.730 N ❑ ❑ R-38 Roof Attic Rad Bar14 Roof 4023 Wood 38 NA U -Factor: 0.033 N ❑ ❑ R-19 WalI16 ExteriorWall 3824 Wood 19 NA U -Factor: 0.072 N ❑ ❑ Status: N - New, A - Altered, £ -Existing L. ROOFING PRODUCT SUMMARY -F§140.3 Confirmed 1. 2. 3. 4. 5. 6. 7. NewComplete - Product Type Product 225 lb ft' Aged Solar Thermal SRI Cool Roof CRRC Product ID Number d System Type Name Reflectance Emittance Supp Heat Credit Efficiency Testing Acceptance R-38 Roof Attic Rad Bar14 No 0.08 0.75 NA No NA ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 Project Name: Gorrill Office NRCC-PRF-01-E Page 9 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete - Input File Name: Gorrill HPump - 15113.xml M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more Information) § 110.1 / § 110.2 Dry System Equipment 1(Fan & Economizer info included below in Table N) Confirmed 1. 2. 3. 4. S. 6. 7. S. 9. 10. 11. 22. 23. Z4. No Economizer System Type Name Total Heating Su Heat Supp Heat Total Cooling Efficiency Testing Acceptance Tank Ext. R V `" 01 Equip Name Equip Type (Simple 3 or Qty Output Source Source (V/N) Output Output TSP ? Required(Y/N) N Value No DCV Controls 1,369 Complex e) CFM (kBtu/h) BHP (kBtuh) (kBtu/h) Cooling Heating 8 35 EF: 0.990 NA Gallery SZHP (Split3Phase) Simple 1 36 No 0 32 SEER -19.0 HSPF-10.0 Yes N ❑ ❑ HVAC -FC -23 Service Hot Water, Primary Only Fixed Temperature Control, No DDC Gallery 512 1200 0.500 0.500 1.32 ConstantVolume NA NA NA NA Entry/Offices/Co SZHP (Split3Phase) Simple 1 49 No 0 44 SEER -17.5 HSPF-11.0 Yes N ❑ ❑ mmon HVAC25 1,915 10 No Yes Entry/mmon 642 1600 0.500 0.500 0.99 ConstantVolume NA NA Offices North SZHP(Split3Phase) Simple 1 27 No 0 23 SEER -19.0 HSPF-10.0 Yes N Cl 11HVAC FC -151 6 90 ❑ ❑ L-16 Undercab/Soffit 4' 28 Offices North 176 800 0.330 0.330 1.31 ConstantVolume Conference SZHP (Split3Phase) Simple 1 22 No 0 18 SEER -20.1 HSPF-10.0 Yes N ❑ ❑ HVAC FC -466 Conference 185 550 0.150 0.150 Wet System Equipment 2 Pumps NRCC-PRF-01-E Confirmed 12. 13. 14. 15. 16. 17. 18. 19. 20, 21. 22. 23. Z4. No Economizer Air Name Equip Type Qty Vol (gal) Rated Capacity (kBtu/h) Efficiency Standby Loss Tank Ext. R Qty GPM HP VSD (YIN) m Equip 1 « d ❑ L-4 Directional 15 TSP Can Equip Name (if present) Value No DCV Controls 1,369 CFM CFM :. BHP (inch Electric on-demand2 Instantaneous 1 8 35 EF: 0.990 NA NA NA NA NA No N ❑ ❑ ' Dry System Equipment includes furnaces, air handling units, heat pumps, etc. 2 Wet System Equipment includes boilers, chillers, cooling towers, water heaters, etc. 3 simple Systems must complete NRCC.CXR-03-E commissioning design rev/ew to - Complex Systems must complete.NRCC-CXR-04-E commissioning design review form S A summary of which acceptance tests are applicable is provided in NRCC-PRFMCH-DETAILS 6 Status: N. New, A - Altered, E -Existing Discrepancy between modeled and designed equipment sizing? (if "Yes", see Table F. "Additional Remarks" f )r an explanation) No Project Name: Gorrill Office NRCC-PRF-01-E Page 10 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xm1 N. ECONOMIZER & FAN SYSTEMS SUMMARY' § 140.4 Confirmed 1. 2. 3. 4. S. Equip Type Controls T24.1 Outside Supply Fan Return Fan Lighting Control Credits Gallery HVAC -FC -23 SZHP No Economizer Air ❑ (Watts) (Watts) d Watts per luminaire P Luminaires Economizer Type Pass T. 15 Area Category Footnotes Entry/Offices/Common HVAC25 SZHP TSP ❑ ❑ L-4 Directional 15 TSP Can Equip Name (if present) v No DCV Controls 1,369 CFM CFM HP BHP (inch Control CFM HP BHP (inch Control 6 168 No DCV Controls 508 344 Conference HVAC FC -466 SZHP No Economizer WC) ❑ and Support Areas ❑ No Supply Air Temp. Control WC) No Res DHW1- SHW Service Hot Water, Primary Only Fixed Temperature Control, No DDC Gallery 512 1200 0.500 0.500 1.32 ConstantVolume NA NA NA NA NA NoEconomizer ❑ ❑ HVAC -FC -23 Center Areas ❑ L-11 Can 15 No Yes 24 360 Building Totals: 3,968 1,915 10 No Yes Entry/mmon 642 1600 0.500 0.500 0.99 ConstantVolume NA NA NA NA NA NoEconomizer ❑ ❑ HVAC25 mmon HVAC25 1 42 ❑ ❑ L-15 Can 15 No Yes 6 90 ❑ ❑ L-16 Undercab/Soffit 4' 28 Offices North 176 800 0.330 0.330 1.31 ConstantVolume NA NA NA NA NA NoEconomizer ❑ ❑ HVAC FC -151 Conference 185 550 0.150 0.150 0.87 ConstantVolume NA NA NA NA NA NoEconomizer ❑ ❑ HVAC FC -466 Mechanical ventilation wiculotions and exhaasf fans are included in the NRCC-PRF-MCH-DETAILS section O. EQUIPMENT CONTROLS § 120.2 Confirmed 1. 2. 3, y u 3. Equip Name Equip Type Controls T24.1 Occupancy Type' No DCV Controls Installed Lighting Power Lighting Control Credits Gallery HVAC -FC -23 SZHP No Economizer ❑ ❑ (Watts) (Watts) No Supply Air Temp. Control Watts per luminaire P Luminaires Installed Watts Pass No DCV Controls 15 Area Category Footnotes Entry/Offices/Common HVAC25 SZHP No Economizer ❑ ❑ L-4 Directional 15 No Supply Air Temp. Control Can 15 No Office (250 square feet in No DCV Controls 1,369 0 Offices North HVAC FC -151 SZHP No Economizer ❑ ❑ ❑ L-6 Undercab/Soffit 4' No Supply Air Temp. Control No Yes 6 168 No DCV Controls 508 344 Conference HVAC FC -466 SZHP No Economizer ❑ ❑ and Support Areas ❑ No Supply Air Temp. Control 20 No Res DHW1- SHW Service Hot Water, Primary Only Fixed Temperature Control, No DDC ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-07-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 Project Name: Gorrill Office NRCC-PR F-Ol-E Page 11 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Datelerime: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xml P. SYSTEM DISTRIBUTION SUMMARY § 120.4/ § 140.4(1) This Section Does Not Apply Does the Project Include Zonal Systems? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information) No Does the Project Include a Solar Hot Water System? (if "Yes", see NRCC-PRF-MLH-DETAILS for system information) No Multifamily or Hotel/ Motel Occupancy? (if "Yes", see NRCC-PRF-MCH-DETAILS for DHW system Information) No Q. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)3 § 140.6 Luminaire Schedule (includes all permanent installed lighting in Confirmed 1. 2. 3. 4. 5. installed Watts (Conditioned) T24.1 Occupancy Type' Conditioned Floor Area Installed Lighting Power Lighting Control Credits Additional (Custom)Allowance N '^ a - Fail (ft) (Watts) (Watts) 3 -lam fluorescent troffer, F32T8, P Watts per luminaire P Luminaires Installed Watts Pass Fall 15 Area Category Footnotes Tailored Method (Watts) ❑ ❑ ❑ Cl L-4 Directional 15 (Watts ) Can 15 No Office (250 square feet in 3,090 1,369 0 0 0 11 Elfloor area or less) ❑ L-6 Undercab/Soffit 4' 28 No Yes 6 168 Corridors, Restrooms, Stairs, 508 344 0 0 0 ❑ ❑ and Support Areas ❑ L-8 Spot 20 No Yes 6 120 Convention, Conference, ❑ L-9 Undercab/Soffit 4' 28 No Yes 8 224 Multipurpose and Meeting 370 202 0 0 0 ❑ ❑ Center Areas ❑ L-11 Can 15 No Yes 24 360 Building Totals: 3,968 1,915 10 No Yes 1 28 ` see Tahle 140.6-C 2 See NRCC-LTI.01-E for unconditioned spaces 3Lighting information Jar existing spaces modeled is not included in the table R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)' § 130.0 Luminaire Schedule (includes all permanent installed lighting in W 15-113 conditioned space, and portable lighting over 0.3 w/ftz in Installed Watts (Conditioned) Confirmed offices) installed Watts (Conditioned) T24.1 Confirmed Complete Luminaire Description (i.e., Watts per luminaire P Now Wattage is Determined Total Number Installed Watts Pass Fail CEC Default According to Name or Item Ta S 3 -lam fluorescent troffer, F32T8, P Watts per luminaire P Luminaires Installed Watts Pass Fall 15 one dimmable electronic ballast) Yes from NAS §130.0(c) ❑ Cl L-4 Directional 15 L-1 Can 15 No Yes 1 15 ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 Project Name: Gorrill Office NRCC-PRF-01-E Page 12 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xml R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)I 1 12118/2015 W 15-113 § 130.0 Luminaire Schedule (includes all permanent installed lighting in conditioned space, and portable lighting over 0.3 w/ftz in offices) Z N/A installed Watts (Conditioned) T24.1 Confirmed Complete Luminaire Description (i.e., Name or Item Tag 3 -lamp fluorescent troffer, F32T8, one dimmable electronic ballast) Watts per luminaire P How Wattage is Determined CEC Default According to from NAB §130.0(c) Total Number Luminaires Installed Watts Pass Fail L-2 Directional 15 No Yes 10 150 ❑ ❑ L-3 Wall Mount 15 No Yes 4 60 ❑ Cl L-4 Directional 15 No Yes 4 60 ❑ ❑ L-5 Can 15 No Yes 23 345 ❑ ❑ L-6 Undercab/Soffit 4' 28 No Yes 6 168 ❑ ❑ L-7 Undercab/Soffit 6' 42 No Yes 2 84 ❑ ❑ L-8 Spot 20 No Yes 6 120 ❑ ❑ L-9 Undercab/Soffit 4' 28 No Yes 8 224 ❑ ❑ L-10 Directional 15 No Yes 1 15 ❑ ❑ L-11 Can 15 No Yes 24 360 ❑ ❑ L-12 Undercab/Soffit 4' 28 No Yes 1 28 ❑ Cl L-13 Undercab/Soffa 6' 42 No Yes 1 42 ❑ ❑ L-14 (2) 4' LED 42 No Yes 1 42 ❑ ❑ L-15 Can 15 No Yes 6 90 ❑ ❑ L-16 Undercab/Soffit 4' 28 No Yes 4 112 ❑ ❑ 'If lighting power densities were used in the compliance model Building Departments will need to check prescripthns forms for Luminaire Schedule details. S1. COVERED PROCESS SUMMARY- ENCLOSED PARKING GARAGES § 140.9 This Section Does Not Apply S2. COVERED PROCESS SUMMARY -COMMERCIAL KITCHENS § 140.9 This Section Does Not Apply CA BuildingEner Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 Energy cy P P rr F e _its is t ­ t h tlex.A / EKY ENEIRSY 4 MiECHANiCA! CONNUA 'LTi 5 541 UR,EN 5TR.EET NEV14DA C(ti, Gt4 95959 PONE (530) 265-2492 FAX (530) 265-2213 QW ESS/ON PEL C• ql� Lu M-26789 N ,� * Exp. 9/30/16 ��gTFOF CA Plot Date: 1 12118/2015 W 15-113 Sale None Z N/A Sheet Number T24.1 O J U 00 U 0 ~ >' 2 I L f n V JQ � Z �v W LLJ W N w N- Orf < 0 () C O ai U _N i5 O)O) O Z O N N a- Cn Revisions: No. Date: B : Y n: i Description: p o Plot Date: 1 12118/2015 Job # 15-113 Sale None Date 1st Issued N/A Sheet Number T24.1 Project Name: Gorrill Office NRCC-PRF-01-E Page 13 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xm1 S3. COVERED PROCESS SUMMARY -COMPUTER ROOMS § 140.9 This Section Does Not Apply S4. COVERED PROCESS SUMMARY - LABORATORY EXHAUSTS § 140.9 This Section Does Not Apply T. UNMET LOAD HOURS This Section Does Not Apply U. ENERGY USE SUMMARY Confirmed 1. DESIGN AIR FLOWS 2. VENTILATION (4 120.1) Electric (kWh/yr) Natural Gas (therms/yr) Total Annual Baseline 56659.3 552.012 Total Annual Proposed 43020 0 Project Name: Gorrill Office NRCC-PRF-01-E Page 16 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xml NRCC-PRF-MCH-DETAILS -SECTION START - A. MECHANICAL VENTILATION AND REHEAT (Adapted from 2013-NRCC-MCH-03-E) Confirmed 1. DESIGN AIR FLOWS 2. VENTILATION (4 120.1) 3. 4. S. 5. 7. 8. Confirmed Gorrill HPump - 15113.xm1 Type/Description of Lighting CEA Identification (If applicable): Rated Capacity Power Control Credit Airflow (cfm) Fan Building requirements of Table 140.6-A) Control (i.e., partial on occupancy # of Units Controlled (kBtuh) Watts Equipme.lt Requiring # of units Occ Sensors / Auto Time Auto Daylight m V H u System ID System Type Qty n O v 3 v m 3 Z A p o m a D Min. IRatio Min. SH�JN 0.00 z z v az A „� C C 3 r _X O:ti o < S z ct 2 T< < m 6 2 ,^ ^ 1200 NA NA N❑ 0.00 0 r �v ❑ S -5 -Conference area orless) - none specified - 1 < 0.00 m Z ❑ ❑ e Office (250 square feet in floor - none specified - CONDITIONED o0 �Y OD 0 �= z= 1 < ? 3y 3 v y D T2 A 5-2- = ZONE NAME z 3 K n< 3 �'+ a �^ O Entry/Offices 0 �' r�r[ p o z m 3 D S z S-2- Office (250 square feet in floor -none specified - 1 345 0.00 3 _+ 3. ❑ 3 z a m, o v 15-113 o v X m Date 1st Issued N/A S-2- < a 3 Z 2 i LZ1 z GZ1 s o y z area or less) 0 ❑ ❑ x N S-2- s 3a 1 a a z c N 11 °v z F ;: m n o f n, o 3 S -3 -Common 3 A z z 0.00 0 D 11 m 3 > 3 T to 1 -Gallery a 1,200 NA NA NA NA N 0.00 1,024 0.25 34 7.5 256 512 NA N ❑ E] F HVAC S -4 -Offices Office (250 square feet in floor - none specified - 1 HVAC 0.00 0 ResDHWl- ❑ ❑ North area orless) - - - - Entry/Offices - - - 5 -4 -Offices Office (250 square feet in floor none specified - Entry/Offices 360 0.00 0 ❑ ❑ ❑ North area or less) 2-Entry/Offices /Common 1,020 NA NA NA NA N /Common 893 0.15 9 15.0 134 134 NA N ❑ ❑ - HVAC25 -- -- -- - - S -4 -Offices HVAC25 - none specified - 1 42 0.00 0 -- ❑ ❑ North area orless) Entry/Offices Entry/Offices 3 -Common Area /Common 580 NA NA NA NA N /Common 508 0.,0 34 7.5 254 508 NA N ❑ ❑ HVAC25 s/Common 1 X X - - HVAC25 - _ _ _ _ _ _ North Offices North 800 NA NA NA N.1 N Offices North 1,173 0.15 12 15.0 176 176 NA N ❑ El HVAC FC -151 Offices HVAC FC -151 5 -Conference Conference 550 NA NA NA NA N Conference 370 0.50 25 7.5 18� 185 NA N ❑ ❑ HVAC FC -466 - - - - HVAC FC -46 6 ❑ FC-lS1 TOTAL 3,968 114 Conference 1,005 1,515 NA ❑ B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY § 140.4 1. 2. 3. 4. S. 5. 7. 8. Confirmed Gorrill HPump - 15113.xm1 Type/Description of Lighting CEA Identification (If applicable): Rated Capacity Power Control Credit Airflow (cfm) Fan Building requirements of Table 140.6-A) Control (i.e., partial on occupancy # of Units Controlled (kBtuh) Watts Equipme.lt Requiring # of units Occ Sensors / Auto Time Auto Daylight Demand Responsive V H u System ID System Type Qty Economizer Zone Name al m Heating tooling Design Min. IRatio Min. SH�JN 0.00 ECM �.or Automatic Daylighting 0 ❑ ❑ Cl area orless) Demanr+ Responsive 0 ❑ ❑ Gallery5-TRM Uncontrolled 1 NA NA NA 1 -Gallery 1200 NA NA N❑ 0.00 0 Di claration Statement Type: ❑ Project Name: Gorrill Office NRCC-PRF-01-E Page 19 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump - 15113.xm1 NRCC-PRF-LTI-DETAILS -SECTION START A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC-LTI-02-E) § 140.6 Lighting Control Credits Schedule (includes all lighting controls installed in conditioned space for Control Credit Calculation (Retain copies and verify forms Confirmed compliance credit per §140.6(a)2 and Table 140.6-A) Field Inspector to verify). V If Acceptance Test Required � f/ Location in Occupancy Type (must meet Type/Description of Lighting CEA Identification (If applicable): Watts of Power Control Credit N N I certify the following under penalty of perjury, under the laws if the State of California: Building requirements of Table 140.6-A) Control (i.e., partial on occupancy # of Units Controlled Adjustment Watts Equipme.lt Requiring # of units Occ Sensors / Auto Time Auto Daylight Demand Responsive Outdoor Controls H u sensor, manual dimming, etc.) Switch Lighting Factor 2-Entry/Offices Occupant Sensors 0 Pass Fail S -1 -Gallery Office (250 square feet in floor - none specified - 1 15 0.00 0 Automatic Daylighting 0 ❑ ❑ Cl area orless) Demanr+ Responsive 0 ❑ ❑ ❑ ❑ ❑ ❑ Outdoor Controls 0 ❑ ❑ ❑ S -1 -Gallery Office (250 square feet in floor _ none specified - 1 150 0.00 0 Di claration Statement Type: ❑ ❑ S -5 -Conference area orless) - none specified - 1 90 0.00 0 n ❑ ❑ S -1 -Gallery Office (250 square feet in floor - none specified - 1 60 0.00 0 0 ❑ ❑ area or less) m0 C O 12-18-15 dimmer, automatic daylight, n 1i' 5-2- Office (250 square feet in floor - none specified - 1 60 0.00 0 El 1:1 Entry/Offices area or less) ° v o -+ V -� A m S-2- Office (250 square feet in floor -none specified - 1 345 0.00 0 3. ❑ ❑ Entry/Offices area orless) m, 3 15-113 o v X m Date 1st Issued N/A S-2- Office (250 square feet in floor •none specified - 1 168 0.00 0 ❑ 1:1Entry/Offices area or less) 0 ❑ ❑ x N S-2- Office (250 square feet in floor • none specified - 1 84 0.00 0 c El 11 Entry/Offices area or less) F ;: m c o f n, o S -3 -Common Corridors, Restrooms, Stairs, and -none specified - 1 120 0.00 0 D 11 1:1Area Support Areas > w T to a o S -3 -Common Corridors, Restrooms, Stairs, and _ none specified - 1 224 0.00 0 ❑ ❑ Area Support Areas ❑ ;r ❑ F E S -4 -Offices Office (250 square feet in floor - none specified - 1 15 0.00 0 ResDHWl- ❑ ❑ North area orless) - - - - - - - - 5 -4 -Offices Office (250 square feet in floor none specified - 1 360 0.00 0 ❑ ❑ ❑ North area or less) S -4 -Offices Office (250 square feet in floor -none specified - 1 28 0.00 0 ❑ 1:1North 1 area or less) X - - -- -- -- - - S -4 -Offices Office (250 square feet in floor - none specified - 1 42 0.00 0 -- ❑ ❑ North area orless) Project Name: Gorrill Office NRCC-PRF-01-E Page 22 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 Compliance Scope: NewComplete Input File Name: Gorrill HPump-15113.xml H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTI-01-E and NRCC-LTO-01-E) § 10-103 § 130.4 Declaration of Required Acceptance Certificates (NRCA) -Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are completed and signed to post in field for S. Field Inspector to verify). Company: MELAS ENERGY ENGINEERING f/ Address: 547 Uren St. Signature Date: Indoor CEA Identification (If applicable): Outdoor Confirmed Test Description N N I certify the following under penalty of perjury, under the laws if the State of California: Heating Cooling Design Min. Hato BHP Cycles Ecm Motor I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am NRCA-LTI-02-A NRCA-LTI-03-A NRCA•lTl•04-A NRCA-LTO-02-A 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its Equipme.lt Requiring # of units Occ Sensors / Auto Time Auto Daylight Demand Responsive Outdoor Controls H u Testing or Verification Switch Responsible Envelope Designer Name: Hyland Fisher NA 2-Entry/Offices Occupant Sensors 0 ❑ ❑ ❑ ❑ ❑ ❑ Automatic Time Switch 0 ❑ ❑ ❑ ❑ ❑ ❑ Automatic Daylighting 0 ❑ ❑ ❑ Cl ❑ 1 ❑ Demanr+ Responsive 0 ❑ ❑ ❑ ❑ ❑ ❑ Outdoor Controls 0 ❑ ❑ ❑ ❑ ❑ ❑ 2 7 R rae ' 'n �' r � I Comph o V r ion: NRCC-PRF-01-E•1130 015 60 t d CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC•PRF•01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015 -1? -1816:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 CA 8ulldt tie tondo 013 Co p rt e s TATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS DOCUMENTATION AUTHOR'S DECLARATION STATEMENT § 10-103 1 certify that this Certificate of Compliance documentation is accurate and complete. 2. Documentation Author Name: Christopher J. Miller Ri ,t) S. Signature: � ll'Y Company: MELAS ENERGY ENGINEERING f/ Address: 547 Uren St. Signature Date: City/State/Zip: Nevada City CA 95959 CEA Identification (If applicable): Phone: 530265-1492 Zorre Name RESPONSIBLE PERSON'S DECLARATION STATEMENT N N I certify the following under penalty of perjury, under the laws if the State of California: Heating Cooling Design Min. Hato BHP Cycles Ecm Motor I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am 1 licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. NA NA 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its 2 preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to 3 Business and Professions Code Sections 5537, 5538 and 6737.1. Uncontrolled 1 Responsible Envelope Designer Name: Hyland Fisher NA 2-Entry/Offices Signature: Company: Hyland H. Fisher, Architect ❑ Address: 411 Normal Ave Date Signed: City/State/ill Chico CA 95928 Declaration Statement Type: Phone: 530 263-8666 Title: License #: Responsible Lighting Designer Name: Hyland fisher ❑ ❑ Signature: Company: Hyland H. Fisher, Architect 1 1 Address: 411 Normal Ave Date Signed: City/State/Zip: Chico CA 95928 Declaration Statement Type: Phone: 530 263-8666 Title: License #: /.G.9mr.?Ymi.:/Af69/.H/H/. ./r➢/m/.9D9..: t9t�.�': A➢ri�/9WH. /i.�/:: Responsible Mechanical Designer Name: Michael Melas ....//�.':!hDS'MD9f9YrDt�'�//n➢Dtv�ON9Y/9➢➢➢Y/: )DDY///AD9YA .///.Drn/ .. on-demand2 Signature: )-= Company: Melas Energy Engineering Wood framed wall, 16in. OC, S.Sin., R-19 Address: 547 Uren St. Date Signed: City/State/Zip: Nevada City CA 95959 Di claration Statement Type: 00 n Gypsum Board -1/2 in. B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY § 140.4 1. 2. 3. 4. S. 6. 7. B. Confirmed System ID System Type Qty Rated Capacity (kBtuh) Economizer Zorre Name Airflow (cfm) Fan N N m Heating Cooling Design Min. Hato BHP Cycles Ecm Motor Common Area40-TRM Uncontrolled 1 NA NA NA 3 -Common Area 580 NA NA NA NA ❑ ❑ ❑ Entry/Offices27-TRM Uncontrolled 1 NA NA NA 2-Entry/Offices 1020 NA NA NA NA ❑ ❑ ❑ Offices North53-TRM Uncontrolled 1 NA NA NA 4 -Offices North Soo NA NA NA NA ❑ ❑ ❑ Conference68-TRM Uncontrolled 1 1 j NA i NA NA 5 -Conference 550 1 NA NA I NA I NA ❑ 1 ❑ 1 ❑ C. EXHAUST FAN SUMMARY This Section Does Not Apply D. DHW EQUIPMENT SUMMARY- (Adapted from NRCC-PLB-01) § 110.3 Confirmed 1. 2. 3. 4. S. 6. 7. 8. 9. 10. 11. 12. Power Control Credit DHW Name Fuel Type Qty Distribution Rated Input Efficiency Pilot Energy extemal Tank Vol Standby Loss Vol. of Suppl. N °= sensor, manual dimming, etc.) Project Address: 7935 Mkidway Durham 95938 lighting Factor Type kBtuh Pass (Stu/h) Insulation Office (250 square feet in floor none specified - Storage Tank 42 0.00 Electric Electricity Instantaneou 1 Nonrecirculating 35 EF: 0.990 0 NA 8 0 NA ❑ ❑ on-demand2 Convention, Conference, s Wood framed wall, 16in. OC, S.Sin., R-19 A a N D Q1 a V a 00 n Gypsum Board -1/2 in. S -5 -Conference Multipurpose and Meeting Center - none specified - 1 E. MULTI -FAMILY CENTRAL DHW SYSTEM DETAILS This Section Does Not Apply F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH•01) This Section Does Not Apply A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC-LTi-02-E) § 140.6 Lighting Control Credits Schedule (includes all lighting controls installed in conditioned space for Control Credit Calculation Room Cavity Ratio (Table G) Confirmed compliance credit per §140.6(a)2 and Table 140.6-A) Allowed Watts J if Acceptance Test Required R Pass Location in Occupancy Type (must meet Type/Description of Lighting NA Watts of Power Control Credit 1:10 3 Building requirements of Table 140.6-A) Control (i.e., partial on occupancy # of Units Controlled Adjustment Watts NRCC-PRF-01-E Page 21 of 22 n Project Name: Gorrill Office NRCC-PRF-01-E Page 18 of 22 Project Name: Gorrill Office sensor, manual dimming, etc.) Project Address: 7935 Mkidway Durham 95938 lighting Factor Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 I Pass Fail S -4 -Offices Office (250 square feet in floor none specified - 1 42 0.00 0 Compliance Scope: NewComplete ❑ ❑ North area or less) multi-level lighting control requirements in accordance with Section 130.1(6). V W R-19 Wa1116 ExteriorWall Vapor permeable felt -1/8 in. V ❑ ❑ Convention, Conference, Ss Wood framed wall, 16in. OC, S.Sin., R-19 A a N D Q1 a V a 00 n Gypsum Board -1/2 in. S -5 -Conference Multipurpose and Meeting Center - none specified - 1 90 0.00 0 n ❑ ❑ Location in Building Areas of o 0 O 0 0 By: v Convention, Conference, m0 C O 12-18-15 dimmer, automatic daylight, n 1i' S -5 -Conference Multipurpose and Meeting Center • none specified - 1 112 0.00 0 ❑ ❑ Areas ° v o -+ V -� A m B. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS (Adapted from NRCC-LTI-02-E) § 130.1 This Section Does Not Apply §130.1(x) = Manual area rorrrafs; §1300l = Multi Level; §130.1(c) =Auto Shut-o/J, §330.](d) =Mandatory Daylight §130.1ie) = Demand Responsive C. TAILORED METHOD LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTI-04-E) § 140.6 General lighting power (see Table D) 0 General lighting power from special function areas (see Table E) NA Additional "use it or lose it" (See Table G) 0 Total watts 0 D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI-04-E) § 140.6-D This Section Does Not Apply E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E) § 140.6(c) 3H Room Number Illuminance Value Primary Function Area (LUX) Room Cavity Ratio (Table G) Allowed LPD Floor Area (ft' Allowed Watts Confirmed Pass Fail NA NA NA NA NA NA NA 1:10 3 NRCC-PRF-ENV-DETAILS -SECTION START- A. TART A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 2. note. ranxrex me[noa far>peno[ runcnxn Areas rs nor currency imp,emrnreu 4. Phone: 530 265-2492 Title: License #: Surface Name Surface Type Description of Assembly layers Notes CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 3 3 Asphalt shingles -1/4 in. §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). Test Description C) x n x Project Name: Gorrill Office NRCC-PRF-01-E Page 21 of 22 n Project Name: Gorrill Office NRCC-PRF-01-E Page 18 of 22 Project Name: Gorrill Office NRCC-PRF-01-E Page 15 of 22 Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 ❑ Project Address: 7935 Mkidway Durham 95938 Calculation Date/Time: 16:47, Fri, Dec 18, 2015 I n x Project Address: 7935 Mkidway Durham 95938 Calcula an Date/Time: 16:47, Fri, Dec 18, 2015 r-It.crn Newrmm.lete Inout File Name: Gorrill HPump-15113.xm1 and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, Compliance Scope: NewComplete Input File Name: Gorrill HPump - 15113.xml ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. Compliance Scope: NewComplete Input File Name: I Gorrill HPump - 15113.xm1 NRCC-PRF-ENV-DETAILS -SECTION START- A. TART A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 2. 3. 4. N m Surface Name Surface Type Description of Assembly layers Notes Slab On Gradel2 UndergroundFloor 3 3 ❑ ❑ 3 3 Asphalt shingles -1/4 in. §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). Test Description C) x n x n xo Vapor permeable felt -1/8 in. n n x n x R-38 Roof Attic Rad Bar14 Roof Plywood - 1/2 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more n x ❑ ❑ n x n x Wood framed roof, 24in. OC, 3.5in., R-38 n x Confirmed H and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, J Gypsum Board -1/2 in. ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. ox N The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the rD Stucco - 7/8 in. multi-level lighting control requirements in accordance with Section 130.1(6). V W R-19 Wa1116 ExteriorWall Vapor permeable felt -1/8 in. V ❑ ❑ Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in Ss Wood framed wall, 16in. OC, S.Sin., R-19 A a N D Q1 a V a 00 n Gypsum Board -1/2 in. a N a �a d from NRCC-ENV-02-E) Confirmed 2. 3. 4. N d " Fenestration Orientation Overhang Dimensions Side fin Horizontal Projection Distance Above Window Vertical Projection West 10.0 ft. 1.0 ft. Left: 0 ft., Right: 0 ft. ❑ ❑ West 10.0 ft. 1.0 ft. Left: 0 ft., Right: 0 ft. ❑ ❑ 3 3 G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS (Adopted from 2013-NR:C-MCH-01-E) § 2A4 Declaration of Required Acceptance Certificates (NRCA) -Acceptance Certificates that may be submitted. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Confirmed Task/Activity Description Room Length (ft) Room Width (ft) Room Cavity Height (ft) RCR Pass Fail 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). Test Description C) x n x n xo n x n n x n x n x n x n x n x n x n x n x n x n x n x Confirmed H and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, J K ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. ox N The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the rD O multi-level lighting control requirements in accordance with Section 130.1(6). V W A to to V Z N� LU Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in Ss W n A a N D Q1 a V a 00 n n a N a �a a a a n n > a Location in Building automatic time switch, of o 0 O 0 0 By: v C m0 C O 12-18-15 dimmer, automatic daylight, n 1i' i g m n, a > H w a ° v o -+ V -� A m Equipment Requiring #of n o 3. v a` < '° m F m, 3 15-113 o v X m Date 1st Issued N/A Sheet T24.2 Number g < 0 ❑ ❑ x N Testing or units c o r F ;: m c o f n, o 3a. Verification D ? R > w T to a o 3 'o •z ut ut,v ❑ ;r ❑ F E ResDHWl- 1 - - - - - - - - - - - - -- -- -� -- -- ❑ ❑ SHW Gallery 1 X X - - -- -- -- - - - - - - -- -- -- -- 1:1 El Entry/Office s/Common 1 X X - - - - _ _ _ _ _ _ ❑ ❑ HVAC25 Offices North HVAC 1 X X - - - - ❑ ❑ FC-lS1 Conference HVAC 1 X X X - X - -- - - .- •- •- -- -- - - -- ❑ ❑ FC -466 F. ROOM CAVITY RATIO (Adapted from NRCC-LTI-04-E) Rectangular Spaces Room Number Confirmed Task/Activity Description Room Length (ft) Room Width (ft) Room Cavity Height (ft) RCR Pass Fail NA NA NA NA NA NA ❑ ❑ Non -Rectangular Spaces This Section Does Not Apply nu,e...,"ppn�uv�e wv,.e>vre n>,ev ",�ue„m ,.vn-na.�„yv�v„v ea .uu.c G. ADDITIONAL "USE IT OR LOSE IT" (Adapted from NRCC-LTI-04-E) 1. 2. 3. 4. Allowed Watts Confirmed Wall Display Combined Floor Display and Task Lighting Combined Ornamental and Special Effects lighting Very Valuable Merchandise v Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Cert:•ficate 0 0 0 0 0 ❑ ❑ S. Wail Display This Section Does Not Apply 6. Floor Display and Task Lighting This Section Does Not Apply 7. Combined Ornamental and Special Effects Lighting This Section Does Not Apply 8. Very Valuable Merchandise This Section Does Not Apply rds- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-1816:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015-760 Report Generated at: 2015-12-18 16:48:18 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-11302015.760 Report Generated at: 2015-12-1816:48:18 __ .... .. _.__.........._.....__._...._....__................... ........... ... ___ ............. CEC-NRCCITI-02-E Revised 05715 CALIFORNIA ENERGI CERTIFICATE OF COMPLIANCE Indoor Lighting -Lighting Controls Pr°;ea"ame: Gorrill Office pate Prapared: 12/1812015 / The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. 16:48:18 :OMMISSION NRCC-LTI-02-E (Pagel of 3) Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements A, 541 UREN STREET Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance PHONE (530) 265-2492 ✓ Efficiency Regulations in accordance with Section 110.9. QRpF ESS/ON D Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Cert:•ficate C.DM-26789 (n m Exp. 9/30/16 * sT FONAKliciP gTFOF CA��FO� shall be submitted in accordance with Section 130.4(6). One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and & r §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). �o �^ IN A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0. Additionally, an S. d r Installation Certificate shall be installed in accordance with Section 130.4(b). (✓ all that apply, or enter 'E' if Exempted) p a ° All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's ✓ 5- r instructions in accordance with Section 130.1. A r All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). D E General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental, r H and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, J K ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. M N The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the ti ti Type/ Description of Lighting multi-level lighting control requirements in accordance with Section 130.1(6). V r All installed indoor lighting shall be equipped with controls that meet the applicable Shut -OFF control requirements in Section 130.1(c). Z �V r Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section 130.1(d) and daylit zones are shown on the plans. Z N� LU Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in J J> r accordance with Section 130.1(e). N Control (i.e.: occupancy sensor, Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for r �° normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in �° Q co accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut -OFF C O controls, and demand responsive controls. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS ; CEC-NRCC-LTI-02-E Revised 05115 CALIFORNIA ENERGY COMMISSION --1QV- CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) P"" -'a Gorrill Office 12/18/2015 A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: D CONDITIONED SPACES ❑ UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST PAF Credit Calculation 1 A, 541 UREN STREET NEVADA CITY, CA 95959 PHONE (530) 265-2492 nom, QRpF ESS/ON D a C.DM-26789 (n m Exp. 9/30/16 * sT FONAKliciP gTFOF CA��FO� 2 & r 1 Standards Complying With �o �^ IN �n m � S. d �" Lighting Control Schedule (✓ all that apply, or enter 'E' if Exempted) p a ° T x = a 0 5- r ° A B C D E F G H I J K L M N O ti ti Type/ Description of Lighting 2 O L V Z �V w Z N� LU LU J J> N Control (i.e.: occupancy sensor, # O �° a �° Q co A•O C O CU CO Location in Building automatic time switch, of o 0 0 0 0 By: ,'o 9-16-2015 DBD - N __ 12-18-15 dimmer, automatic daylight, Units 1i' i g m n, a etc...) Plot Date: 12/18/2015 Job' 15-113 Sale None Date 1st Issued N/A Sheet T24.2 Number ❑ ❑ n n ❑ ;r ❑ Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCC-LTI-01-E; Page 1. 1. §130.1(0) =Manual area controls; §130.0(b) = Multi Level, §230.1(c) =Auto Shut -Off- §230.1(d) =Mandatory Daylight §130.1(e) =Demand Responsive; §140.6(d) = Additional lighting controls installed to earn a PAF; §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-A for corrcct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. As a condition to earn a PAF, an Installation Certificate is also required to be filled out signed, and submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 05115) CERTIFICATE OF COMPLIANCE Indoor Lighting - Lighting Controls Gorrill Office 12/18/2015 May 2015 MISSION ' NRCC-LTI-02-E (Page 3 of 3) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documi ntatbn Author Name: Documentation Author Signature: Christopher J. Miller Yf Company: MELAS ENERGY ENGINEERING sign Date: 12/18/2015 Ii ..,,_,-„�.....- Address: 547 Uren St. CEA Certification Identification (if applicable): city/state/lip: Nevada City, CA 95959 °hxn,: 530 265-2492 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner &t occupancy. Responsible Designer Name: Hyland Fisher Responsible Designer Signature: Company: Hyland H. Fisher, Architect Datesigned Address. 411 Normal Ave u -se: city/statemp: Chico, CA 95928 °hone` 530 263-8666 ENERGY 4 MECHANICAL CONWLTANT5 541 UREN STREET NEVADA CITY, CA 95959 PHONE (530) 265-2492 FAX (530) 265-2213 QRpF ESS/ON EL C. 9� C.DM-26789 (n m Exp. 9/30/16 * sT FONAKliciP gTFOF CA��FO� 2 & r L IN �yl6 , C/ Z O J ZD U J 0 U ti ti 2 O L V Z �V w Z N� LU LU J J> N cy-00 W Q O Q co C O CU CO C.1 � N O C3 � a Cn Revisions: No. Date: By: Description: 9-16-2015 DBD - A2 12-18-15 CJM PLAN CHECK Plot Date: 12/18/2015 Job' 15-113 Sale None Date 1st Issued N/A Sheet T24.2 Number INSPECTOR CHAPTER 3 SIGNOFF GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed toinclude the green building measures specified as mandatory in the application checklists contained in this code. Voluntary untary - green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations [AA]. When the code section applies to both, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES DIVISION 5.1 PLANNING AND DESIGN SECTION 5.101 GENERAL 5.101.1 Scope The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW -EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962. 2. High -efficiency vehicles, regulated by U.S. EPA, bearing High -Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low -speed vehicle"either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified tozero-emission vehicle standards. TENANT -OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motor truck or truck tractor,designed for carrying more than 10 but not more than 15 persons including the driv,,r, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero -emission standards. SECTION 5.106 SITE DEVELOPMENT n additions 5.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed project and add dons which disturb less than one acre of land shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion byimplementing an effective combination of erosion and sediment control and good housekeeping BMP. 1. Soil loss BMP that should be considered for each project include, but are not limited to, the following: a. Scheduling construction activity. b. Preservation of natural features, vegetation and soil. C. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMP acceptable to the enforcing agency. 2. Good housekeeping BMP to manage construction equipment, materials and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Material handling and waste management. b. Building materials stockpile management. C. Management of washout areas (concrete, paints, stucco, etc.). d. Control of vehicle/equipment fueling to contractor's staging area. e. Vehicle and equipment cleaning performed off site. f. Spill prevention and control. g. Other housekeeping BMP acceptable to the enforcing agency. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.25.106.4.1 Bicycle parking. [BSC] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. [BSC] If the project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. 5.106.4.1.2 Long-term bicycle parking. For new buildings with over 10 tenant -occupants or for additions or alterations that add 10 or more tenant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicle parking spaces being added, with a minimum of one space. Acceptable parking facilities shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4.2 Bicycle parking. [DSA -SS] For public schools and community colleges, comply with Sections 5.106.4.2.1and 5.106.4.2.2 INSPECTOR 5.106.4.2.1 Short-term bicycle parking. Provide permanently anchored bicycle racks within 200 feet of SIGNOFF the student entrance, readily visible to passers-by, for 5 percent of the student population based on the total occupant load of the campus, with a minimum of one two -bike capacity rack. 5.106.4.2.2 Long-term bicycle parking. Provide secure bicycle parking for 5% of employees, based on the total number of motorized vehicle parking capacity in the staff parking Iet, with a minimum of one space. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bi,:ycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.5.2 DESIGNATED PARKING. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low -emitting, fuel-efficient and carpool/van pool vehicles as follows: TABLE 5.106.5.2 - PARKING TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0 10-25 1 25-50 3 51-75 6 76-100 8 101-150 11 151-200 16 201 AND OVER AT LEAST 8% OF TOTAL 5.106.5.2.1- Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle:CLEAN Al R / VAN POOL / EV Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces. 5.106.8 LIGHT POLLUTION REDUCTION. [N] Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of the California Administrative Code; and 2. Backlight, Up!ight and Glare (BUG) ratings as defined in IES TM -15-11; and 3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Section 147 of the California Energy Code. 2. Emergency Iighting.Note: [N] See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has nut been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance9California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose,such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter. WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed *he maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections503.1.1 and 503.1.2.5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barbershop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. 5.303.2 WATER REDUCTION. Plumbing fixtures shall meet the maximum flow rate values shown in Table 5.303.2.3 INSPECTOR Exception: Building that demonstrzte 20% overall water use reduction. In this case, a calculation SIGNOFF demonstrating a 20% reduction in the building "water use baseline," as established in Table 5.303.2.2, shall be provided. 5.303.2.1 Areas of addition or alteration. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the. provisions of Section 5.303.2 and Section 5.303.3 shall apply to new fixtures in additions or areas of e!teration to the building. 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.4 WASTEWATER REDUCTION. [N] Each building shall reduce by 20 percent wastewater by one of the following methods: 1. [BSC, DSA -SS] The installation of water -conserving fixtures (water closets, urinals) meeting the criteria established in sections 5.303.2 or 5.303.3. 2. [BSC] Utilizing non -potable water systems rcaptured rainwater, graywater, and municipally treated wastewater (recycled water) complying with the current edition of the California Plumbing Code or other methods described in Section A5.304.8. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table1401.1 of the California Plumbing Code and in Chapter 6 of this code. TABLE 5.303.2.2 - WATER USE BASELINE3 FIXTURE TYPE FLOW RATE2 DURATION DAILY USES OCCUPANTS2 SHOWER HEADS 2.0 GPM @ 80 PSI 5 MIN. 1 X2a LAVATORY FAUCETS(NON- 0.5 GPM @ 60 PSI .25 MIN. 3 X RESIDENTIAL) R newal 3.91.2 F S ARCN� KITCHEN FAUCETS 2.2 GPM @ 60 PSI 4 MIN. 1 X2b REPLACEMENT AERATORS 2.2 GPM @ 60 PSI 00 X WASH FOUNTAINS 2.2 [RIM SPACE(IN.)/ X 20 GPM@60 PSI] METERING FAUCETS 0.25 GAL/CYCLE 0.25 MIN. 3 X METERING FAUCETS .25 [RIM SPACE(IN.)/ 0.25 MIN. X FORWASH FOUNTAINS 20 GPM@60 PSI] GRAVITY TANK 1.28 GAL/FLUSH 1 FLUSH 1 MALE1,3 X WATERCLOSET FEMALE FLUSHOMETER TANK 1.28 GAL/FLUSH 1 FLUSH 1 MALE1,3 X WATERCLOSET FEMALE FLUSHOMETER 1.28 GAL/FLUSH 1 FLUSH 1 MALE1,3 X VALVEWATER CLOSET LU FEMALE ELECTROMECHANICALHYD 1.28 GAL/FLUSH 1 FLUSH 1 MALE1,3 X RAULIC WATER CLOSET L� FEMALE Q URINALS 0.5 GAL/FLUSH 1 FLUSH 2 MALE X FIXTURE "WATER USE" = FLOW RATE X DURATION X OCCUPANTS X DAILY USES 1. THE DAILY USE NUMBER SHALL BE INCREASED TO THREE IF URINALS ARE NOT INSTALLED IN THEROOM. 2. REFER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS.a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE OF A BUILDING OR PORTION OF ABUILDING, E.G., TOTAL OCCUPANT LOAD FOR A HEALTH CLUB, BUT ONLYA FRACTION OF THEOCCUPANTS IN AN OFFICE BUILDING AS DETERMINED BY THE ANTICIPATED NUMBER OF USERSb. NONRESIDENTIAL KITCHEN FAUCET USE IS DETERMINED BY THE OCCUPANT LOAD OF THE AREASERVED BY THE FIXTURE. 3. USE WORKSHEET WS -1 TO CALCULATE BASELINE WATER USE. TABLE 5.303.2.3 - FIXTURE FLOW RATES FIXTURE TYPE MAX. FLOW RATE @ 20% REDUCTION KITCHEN FAUCETS 1.8 GPM @ 60 PSI WASH FOUNTAINS 1.8 [RIM SPACE (IN.)/20 GPM @ 60 PSI] METERING FAUCETS 0.20 GALLONS/CYCLE METERING FAUCETS FORWASH FOUNTAINS .20 [RIM SPACE (IN.)/20 GPM @ 60 PSI] SECTION 5.304 OUTDOOR WATER USE 5.304.1 WATER BUDGET. A water budget shall be developed for landscape irrigation use that installed in conjunction with a new building or an addition or alteration conforms to the local water efficient landscape ordinance or to the California Department of Water Resources Water Efficient Landscape Ordinance where no local ordinance is applicable. Note: Prescriptive measures to assist in compliance with the water budget are listed in Sections 492.5 through 492.8, 492.10 and 492.11 of the ordinance, which may be found at: http://www.water.ca.gov/wateruseefficiency/docs/Water0rdSec492.cfm 5.304.2 OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration requiring upgraded water service for landscaped areas of at least 1,000 square feet but not more than 5,000 square feet (the level at which Water Code §535 applies), separate submeters or metering devices shall be installed for outdoor potable water use. 5.304.3 IRRIGATION DESIGN. In new nonresidential construction with at least 1,000 but not more than 2,500 square feet of cumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and sensors which include the following criteria, and meet manufacturer's recommendations. 5.304.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub -mains, branches and terminals,according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed,tested, operated and maintained to meet the owner's project requirements. INSPECTOR SIGNOFF �I TEST. A procedure to determine quantitative performance of a system orequipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather -resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 (Weatherather Protection) and California Energy Code Section 150 (Mandatory Features and Devices), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTR L. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50% of the non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source -separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 50% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. [BSC] 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS O S 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. 5.410.1.1 Additions. [A] All additions conducted within a 12 -month period under single or multiple permits,resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle's web site. 5.410.2 COMMISSIONING. [N] For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building g project to verify that the building systems and components meet the owner's or owner representative's project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. Commissioning requirements shall include: 1. Owner's or Owner representative's project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents,-,- 4. ocuments.- 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. ( a) k 4 7. Commissioning report. DA L./ Exceptions: - --._ 1. Dry storage warehouses of any size. 2. Areas under 10,000 square feet used for offices or other conditioned accessory spaces within dry storage warehouses. 3. Tenant improvements under 10,000 square feet as described in Section 303.1.1 4. Commissioning requirements for energy systems covered by the 2013 California Energy Code. All building systems and components covered by Title 24, Part 6, as well as process equipment and controls, and renewable energy systems shall be included in the scope of the commissioning requirements. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Energy efficiency goals [refer to 2013 California Energy Code, Section 120.8(b)]. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (0&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [A] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Heating, ventilation, air conditioning (HVAC) systems and controls [refer to 2013 California Energy Code, Section 120.8(c)]. 2. Indoor lighting system and controls [refer to 2013 California Energy Code, Section 120.8(c)]. 3. Water heating system [refer to 2013 California Energy Code, Section 120.8(c)]. of 39 pF CALI ° -3 20 �r a r V R newal 3.91.2 F S ARCN� 00 7\ ,. U C: #w 411 In `VIII . LU L� Q LU G 0 Q Z Q Z_ J_ J m <U_ U_ FZ LL LL z o LTJ Z C) a (%) w O L1J O Z Z) o O O N 000 w � Z . Z _ 00 U Z C, Z °- Q U LL: Ln C U LU JZ<<Z Q U rn� V0 J 0 O aLU CO oc = w U = O Z) Z) JANUARY 14, 2015 PLAN CHECK CORRECTION SET - Q ED IF 1. Heating, ventilation, air conditioning (HVAC) systems and controls [refer to 2013 California Energy Code, Section 120.8(c)]. 2. Indoor lighting system and controls [refer to 2013 California Energy Code, Section 120.8(c)]. 3. Water heating system [refer to 2013 California Energy Code, Section 120.8(c)]. of 39 INSPECTOR 4. Renewable energy systems. INSPECTOR SIGNOFF 5. Landscape Irrigation systems. SIGNOFF 6. Water reuse systems. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [A] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system -to -system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systerns, manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. Systeni/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 5.410.2.6 Commissioning report. A report of commissioning process activities undertaken through the design,construction phases of the building project shall be completed and provided to the owner or representative. Note: Guidance on implementation and enforcement of commissioning requirements, including sample compliance forms and templates, may be found in Appendix A6, Division A6.1, of this code. 5.410.4 TESTING AND ADJUSTING. Testing and adjusting of systems shall be required for buildings less than10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. HVAC systems and controls. 2. Indoor and outdoor lighting and controls. 3. Water heating systems. 4. Renewable energy systems. 5. Landscape irrigation systems. 6. Water reuse systems.5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space -conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. 0 & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day -night average sound level (Ldn),except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pmto 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels,structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood [-joists or finger jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2-1999. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic, compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 GENERAL. Install only a direct -vent sealed -combustion gas or sealed wood -burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable localordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA Phase 11 emission limits where applicable. SECTION 5.504 POLLUTANT CONTROL 5.504.1.3 Temporary ventilation. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30%based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation, or during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape,plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may collect in the system. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.4. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. TABLE 5.504.4.1 -ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION 70 STRU TURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY 50 L STIED SPECIALTY APPLICATIONS 350 PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS 250 METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 RUST PREVENTATIVE COATINGS 250 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE .ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURETHE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIRQUALITY MANAGEMENT DISTRICT RULE 1168,www.arb.ca.gov/ DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NONPOROUS 250 POROUS 775 MIN MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TOMEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTHCOAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 5.504.4.3 Paints and coatings. Architectural paints arid coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nenflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing and product requirements: 1. Carpet and Rug Institute's Green Label Plus Program. INSPECTOR SIGNOFF �I 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350). 3. NSF/ANSI 140 at the Gold level or higher; 4. Scientific Certifications Systems Sustainable Choice; or 5. Compliant with the Califorr'a Collaborative for High Performance Schools (CA-CHPS) Criteria Interpretation for EQ 2.2 dated July 2012 and listed in the CH PS High Performance Product Database. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the -equirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde a-. specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCH ITECTURALCOATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 SPECIALTY COATINGS 0.11 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS ' 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS INTHE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIAAIR RESOURCES BOARD,ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLEFROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEFIYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIAAIR RESOURCES BOARD,AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FORADDITIONAL INrORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 7771 5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following: 1. Certified under the Resilient Floor Covering Institute (RFCI) Floor Sccre program; 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010; INSPECTOR SIGNOFF 3. Compliant with the California Collaborative for High Performance Schools (CA-CHPS) Criteria Interpretation for EQ 2.2 dated July 2012 and listed in the CHPS High Performance Product Database; or 4. Compliant with CDPH criteria as certified under the Greenguard Children's & Schools Program. 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8.MERV 8 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: 1. An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 California Energy Code having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or less at design air flow. 2. Existing mechanical equipment. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 121 (Requirements For Ventilation) of the 2010 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the 2013 California Energy Code, Section 120(c)(4). SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise,as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA -SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC ratingof at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 orOITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general pian noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source (A or fixed -guideway source as determined by the Noise Element of the General Plan. U-1 Z Q CC 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall a and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or Z altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during w any hour of operation. LUI= 2 O G 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as LU Z) appropriate to the building, addition or alteration project to mitigate sound migration to C7 the interior. - 0 co O 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior O sound levels shall be prepared by personnel approved by the architect or engineer of record. Q 5.507.4.3 Interior sound. Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces 0 and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC Z ratings may be found at the California Office of Noise � Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. G CHAPTER 7 O INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS J 702 QUALIFICATIONS Q 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification Z program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC w systems. Examples of acceptable HVAC training and certification programs include but are not limited to the Q following: 1. State certified apprenticeship programs. 2. Public utility training programs. >,i": IF t ; ,) v i_:, � .,, =, �; ; -LU 3. Training programs sponsored by trade, labor or statewide energy consulting or verification' t� gym- 'L.) f organizations. V i 4L_1 4. Programs by i�ff I" ° 1 sponsored manufacturing organizations. 5. Other programs acceptable to the enforcing agency. DA I t___'j�`�•/jj_ 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties z necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the W satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to w other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by building a national or regional green program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, J building performance contractors, and home energy auditors. Q 3. Successful completion of a third party apprentice training program in the appropriate trade. U 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification,inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. - 2520 �'ndk-.Ftsher 00 N U U I'--€ U N 3.3 \i POI 0 2 J_ 00 m cLr1 Z Q CC m a LU Z U LL < Il LUI= 2 O M rn 0 LU Z) Z C7 Q 0 co O LO O LL LU Tt H � O O Cf <ONO w 2 = V Z Q 2 00 m cLr1 Z Q CC U Z a Q U Z o�c O - < O u LUI= 2 O M rn = LU Z) H C7 I\ 0 co JANUARY 14, 2015 PLAN CHECK CORRECTION SET of 39 -� VIEW ENTRY PLAN LIGHT STANDARDgj- 42' . / CHAINLINK FENCE (E) 6' ACCENT SHRUB GROUND COVER i - ­- / GRAVEL DRIVE TRUCK ACCESS R27' ACCENT TREE GABION WALL .•w .._...- STEEL 8' FENCE 45'-8" 0 0 0 0 0 0 6' SCREEN0 o o(::] M." } , 00 O i 0 v 2 Y2" STEEL POST (RUSTED) 'I 1 04 GABION PLATE - } (BLUE STEEL) _ Lu o Y4"X2" FLAT BAR (RUSTED) s 3" SQ. 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GALVANIZED MESH GABION PLATE DETAIL FOOTING PER STRUCTURAL ENGINEER MAIN ENTRANCE - GATE STOP NE� CHAIN LINK FENCE AT CANA TOP OF BANK 1Q STEEL FRAME FENCE - RUSTED STEEL W/ CLEAR SEALED FRAME - BLUE STEEL ACCENT W/ r WASHER & BOLTS - 1 /4"X3" SQ MESH, GALVANIZED ,v a, (2) GABION WALL 2-1 - 2 1/2" STEEL FRAME (RUSTED FINISH) - BUTTE CREEK COBBLE -2" SQ MESH (RUSTED FINISH) - BLUE STEEL ACCENT W/ f 309 WALL STREET CHICO, CA 95928 (530)899-1616 www.meltondg.com 11 - CLIENT GORRILL RANCH DURHAM, CA 2V 1/8 If = 1 I -off MAIN GATE, GABION, & FENCE PLAN & ELEVATION VIEW Y4 °X2" FLS - - - - ---- 3" S MES 10 cV 0 I N EXPOSED CONCRETE FOOTING 2 Y" STEEL POST (RUSTED) WELD FLAT BAR TO—/ Y4" X Y4" BAR 3/4" X %4" BAR ai 1 " = 1 '-o" 0 3/4" = 1'-o" ® GABION PLAN VIEW GABION & FENCE TRANSITION C6 0 N co 0 CN N Lu 17 co 0 cl CN u 0 00 0 C'4 04 ol 0 - CN N 04 F4- 0 E D OVA -2 u - E a- 71' 8' ROLLING STEEL GATES (24' EA) CONCRETE PAD 24' 24' X x X 77= 40'-0pt 6' CHAIN LINK FENCE 114" = 1'-0" ENTRY GATE 1 /2" = 1'-0" ENTRY GATE 221 -1 HINGE AND GATE ATTACHMENT PER STRUCTURAL ENGINEER 9 ff] GABION WALL 10 0 309 WALL STREET CHICO, CA 95928 (530)899-1616 www.meltondg.com LICENSE CONSULTANT LENN GOLDMANN DESIGN & PLANNING HYLAND H. FISHER., ARCHITECT CLIENT GORRILL RANCH DURHAM, CA PROJECT ENTRY & FRONTAGE IMPROVEMENTS DU �L f -k o!' p ""- 1 DAVE zv 29 Z�o 2 A '5" e f 41 8' d 20 yl 12P-099 114" = 1'-0" GABIONS AT ENTRY PROJECT NUMBERS MELTON DESIGN GROUP: 2208.1 CONSULTANT PROJECT #: SHEET NUMBER 4 IAr'T—M nr-Cj,!�j rnnv-!—L,- -?.i 1 In a� 3 Ld J i= a 0 CSIr / 0 Q v 00 0 04 04 / s u a .i O co 0 04 04 / a N 0 0 cv N c� c5 6 E u Z m u- 0- cv cv Lo 0 cr c N (D -Q E O 4- 0 GRAVEL PARKING PERMIABLE PAVERS OR CONCRETE GRAVEL PARKING PLANTER CONCRETE CONCRETE ADA STALLS GABION SEATWALL GABION SEATWALL SIDEWALK ADA WHEELCHAIR PAD MONUMENT SIGN MAIN ENTRY GABION SEATWALL OFFICE GABION SEATWALL TRASH ENCLOSURE & AC SCREEN PLANTER GRAVEL PARKING GRAVEL PARKING 309 WALL STREET CHICO, CA 95928 (530)899-1616 www.meltondg.com LICENSE PERMIT #, bl ✓ i '139C, BUTT COU:`%, s Y C? 'd l t °":LENT SERVICES FOR DATE SHEET TITLE SITE PLAN DATES NO. DESCRIPTION DATE 1. SUBMITTAL 9-28-2015 2. 3. 4. 5. 6. 7. 8. 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