Loading...
HomeMy WebLinkAboutB14-1853 239-080-092Qd 0 N N ry I �n 0 z Q IL w 0 I Q- cr) LU z Q w Q z 0 I v cn w LL v- 0 N Q Q U Q Q 0 O Q U i N ABBREVIATIONS SITE NOTES CODE ANALYSIS SHEET INDEX A.B. ANCHOR BOLTS HD. HOLD DOWN R.S. ROUGH SAWN ABT. ABOUT HDR. HEADER RM. ROOM ACC ACCESSIBLE H.S.B. HIGH STRENGTH BOLTS x1=0.15 AGGR. AGGREGATE H.S.S. HOLLOW STRUCTUAL SECTION S.A.D. SEE ARCHITECTURAL DRAWING ANC. ANCHOR HT. HEIGHT S.B. SOLID BLOCKING APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE A.O.R. ARHICTECT OF RECORD (E) CANOPY AREA TO BE W S.D.S. SIMPSON STRONG DRIVE SCREW ARCH. ARCHITECT I.B.C. INTERNATIONAL BUILDING CODE SECT. SECTION ASPH. ASPHALT I.D. INSIDE DIAMETER SHT. SHEET ASSY. ASSEMBLY I.F. INSIDE FACE SHTG. SHEATHING IN. INCH SIM. SIMILAR BO. BOARD INT. INTERIOR S.L. ROOF (OR DECK) SNOW LOAD BLDG. BUILDING in S.O.G. SLAB ON GRADE BLK. BLOCK J.H. JOIST HANGER SPEC. SPECIFICATION BLK'G BLOCKING JST. JOIST SQ. SQUARE BM BEAM JT. JOINT SS SANITARY SEWER B.N. BOUNDARY NAIL LS r, SS STAINLESS STEEL BOT. BOTTOM K KIP, KILO -POUND STD. STANDARD BR'G BEARING STL. STEEL BTWN. BETWEEN LAV LAVATORY STIFF. STIFFENER U L.D.P. LICENSED DESIGN PROFESSIONAL STRUCT. STRUCTURAL C CARPET L.L. FLOOR (OR ROOF) LIVE LOAD S.T.S. SELF -TAPPING SCREW CANTIL CANTILEVER L.L.H. LONG LEG HORIZONTAL SW SHEAR WALL C.B.C. CALIFORNIA BUILDING CODE L.L.V. LONG LEG VERTICAL SYM. SYMMETRICAL C.J. CONTROL JOINT LT. LIGHT C.L. CONSTRUCTION LOAD LT.WT. LIGHT WEIGHT T TILE CLG, CEILING L.L. LIVE LOAD TIB TOP AND BOTTOM CLR. CLEAR LOCS. LOCATIONS TIG TONGUE AND GROOVE C.M.U. CONCRETE MASONRY UNIT L.S.L. LAMINATED STRAND LUMBER TELE TELEPHONE CO CLEANOUT L.Y.L. LAMINATED VENEER LUMBER T.F.J.H. TOP FLANGE JOIST HANGER COL. COLUMN THK. THICK COMP COMPARTMENT MACH. MACHINE T.N. TOE NAIL CONC. CONCRETE MANF. MANUFACTURED T.O.FTG. TOP OF FOOTING CONN. CONNECTION MAT'L. MATERIAL T.OJE TOP OF PLATE CONST. CONSTRUCTION MAX. MAXIMUM T.O.PLY. TOP OFPLYWOOO CONT. CONTINUOUS M.B. MACHINE BOLT T.O.S. TOP OF SLAB CLR CLEARANCE MECH. MECHANICAL T.O.W. TOP OF WALL CSK. COUNTERSINK MEZZ. MEZZANINE T.O.STL. TOP OF STEEL CT COUNTER TOP MFGR. MANUFACTURER T.S. TUBE STEEL, SEE "H.S.S." M.I.W. MALLEABLE IRON WASHER TV TELEVISION DBL. DOUBLE MIN. MINIMUM TYP. TYPICAL D.F. DOUGLAS FIR, LARCH MSC. MISCELLANEOUS DIA. DIAMETER MTL. METAL DIAG. DIAGONAL MUA MAKE UP AIR U.C. UNDER COUNTER DIM. DIMENSIONAL U.B.C. UNIFORM BUILDING CODE D.L. DEAD LOAD (N) NEW U.N.O. UNLESS NOTED OTHERWISE DEMO. DEMOLISH, DEMOLITION NO. NUMBER U.O.N. UNLESS OTHERWISE NOTED OR DEEP NOM. NOMINAL DRWG. DRAWING N.S.A. NELSON STUD ANCHOR VERT. VERTICAL DTL. DETAIL N.T.S. NOT TO SCALE W.P. WORK POINT (E) EXISTING O.C. ON CENTER W/ WITH EA. EACH OCC. OCCUPANTS W/0 WITHOUT E.F. EACH FACE O.D. OUTSIDE DIAMETER W/S WIND/SEISMIC ELEV. ELEVATION O.F. OUTSIDE FACE W, WF WIDE FLANGE STEEL SECTION E.N. EDGE NAIL O.H. OPPOSITE HAND W.W.F. WELDED WIRE FABRIC E.O.R. ENGINEER OF RECORD OPN'G OPENING E.W. EACH WAY OPP. OPPOSITE I AND EXT. EXTERIOR ORIG. ORIGINAL a AT O.S.B. ORIENTED STRAND LUMBER X BY FD FLOOR DRAIN O.W.G. OPEN WEB GIRDER ¢ CENTERLINE FDN. FOUNDATION O.W.J. OPEN WEB JOIST 0 DIAMETER F.F. FINISH FLOOR 0/ OVER = EQUALS F.G. FINISH GRADE tt POUNDS. NUMBER FLR. FLOOR PEN. PENETRATION IE PLATE F.N. FIELD NAIL PERP. PERPENDICULAR F.O.C. FACE OF CONCRETE PFB. PRE -FABRICATED F.O.M. FACE OF MASONRY PLC'S PLACES F.O.S. FACE OF STUD PLY. PLYWOOD FR FRENCH PLYWO PLYWOOD FRM'G. FRAMING P.M.D. PLY -METAL DRILLERS FRP FIBERGLASS REINFORCED PANEL P.L.F. POUNDS PER LINEAL FOOT FT. FOOT PRL. PARALLEL FTG. FOOTING P.S.F. POUNDS PER SQUARE FOOT FUR. FURRING P.S.L. PARALLEL STRAND LUMBER FX FIX P/T POST TENSIONING P.T.D.F. PRESSURE TREATED DOUGLAS FIR G GAS LINE GA. GAGE RAD, R= RADIUS GALV. GALVANIZED REBAR REINFORCING STEEL BAR G/L GLU-LAMINATED REF. REFERENCE, REFER TO G/N GANG -NAIL REINF. REINFORCE, REINFORCING GW GREASE WASTE REQ'D REQUIRED GYP. GYPSUM REV. REVISED GYP BD GYPSUM BOARD RF ROOF RFRM'G ROOF FRAMING R.H.W.S. ROUND HEAD WOOD SCREWS I. AN APPROVED FIRE ACCESS ROAD NOT LESS THAN 20 FEET CODE: 2013 CALIFORNIA BUILDING CODE WIDE SHALL BE PROVIDED FOR ACCESS WITHIN 150 FEETOF 2013 CALIFORNIA FIRE CODE ALL PORTIONS OF THE BUILDING. CALL 530-538-1888 TO 2013 CALIFORNIA ELECTRICAL CODE SCHEDULE A SITE VISIT PRIOR TO FINAL TO VERIFY FIRE ACCESS LAYOUT AND MARKINGS. 2013 CALIFORNIA ENERGY CODE 2. STREET ADDRESS SHALL BE POSTED AT THE STREET MAIN CONSTRUCTION: V -B NON SPRINKLERED ENTRANCE AND ON THE MAIN, OR THE FIRST BUILDING ENCOUNTERED. OCCUPANCY/ STREET ADDRESS NUMERALS SHALL BE MINIMUM 4" HIGH, USE: AND 1/2" STROKE. I OCC. USE AREA B (E) OFFICE 1,524 SF F -I (E) WAREHOUSE/PACKING/PROCESSING 3,340 SF F -I (E) DRY STORAGE 3,280 SF F -I I (E) CANOPY/(N) WAREHOUSE 1,100 SF NO OCCUPANCY SEPARATION REQUIRED BETWEEN F -I AND B SHEET 4 SHEET CONTENTS se ALLOWABLE AREA: 9,000 SF BASIC SHEET INDEX, CODE ANALYSIS, VICINITY MAP, SCOPE OF WORK, Ocm o AA= [AT+ (A x Irl] 18500 + (8,500 x 0.15)] = 14,815 SF ALLOWABLE OVERALL SITE PLAN WITH FRONTAGE INCREASE. PARTIAL SITE PLAN - AS BUILT/DEMO If= fF/P - .25] x W/30 A-3 FLOOR PLAN 1455/455 - .251 x 30/30 FOUNDATION PLAN x1=0.15 A-5 EXTERIOR ELEVATIONS, SECTION CUT BLD'G AREA: (E) BUILDING'A': .............................................. 4,916 Square Feet PROJECT NOTES 0-1 (E) OFFICE: .................................................... 1,524 Square Feet H-1 ACCESSIBILITY DETAILS (E) WAREHOUSE: ........................................... 3,340 Square Feet ACCESSIBILITY DETAILS ES (E) PORCH: .......................................................... 90 Square Feet EI ELECTRICAL FLOOR PLAN (E) BUILDING"B*: .............. ......... 3,280 Square Feet D11�3: (E) DRY STORAGE: ...................................... 3.280 Square Feet (E) CANOPY AREA TO BE W ENCLOSED (NOT HEATED OR COOLED); .......1,100 Square Feet r OCCUPANT LOAD: BUILDING 'B" SHEET 4 SHEET CONTENTS A-1 SHEET INDEX, CODE ANALYSIS, VICINITY MAP, SCOPE OF WORK, Ocm o ABBREVIATIONS, REQUIRED PLUMBING FACILITIES OVERALL SITE PLAN A-2 PARTIAL SITE PLAN - AS BUILT/DEMO PARTIAL SITE PLAN - IMPROVEMENTS A-3 FLOOR PLAN A-4 FOUNDATION PLAN ENOWALL FRAMING ELEVATIONS A-5 EXTERIOR ELEVATIONS, SECTION CUT A-4 PROJECT NOTES 0-1 DETAILS H-1 ACCESSIBILITY DETAILS H-2 ACCESSIBILITY DETAILS ES ELECTRICAL SITE PLAN EI ELECTRICAL FLOOR PLAN D11�3: W lEl DRY STORAGE: 3,280 SF / 500 = 1 OCCUPANTS SCOPE O F WORK (N) WAREHOUSE: 1,100 SF / 500 = 3 OCCUPANTS TOTAL OCCUPANT LOAD = 10, 1 EXIT REQUIRED, 2 PROVIDED. PARKING REQ'D: "B" OFFICE: ........................................... 1,524/300 = 5 STALLS EXISTING COVERED CANOPY AREA AT BUILDING "B" TO BE ENCLOSED FOR NEW "F" (E) WAREHOUSE AREAS :.............. 6,513/2,000 = 3 STALLS WAREHOUSE (NOT HEATED OR COOLED). "F" (N) WAREHOUSE AREAS: ................. 1,100/2,000 = I STALL LIGHTING AND POWER TO BE INSTALLED AT ENCLOSED CANOPY AND EXISTING TOTAL PARKING REQ'D:...........................................9 STALLS BUILDING "B' SHELL. PARKING PROV'D: A.C. PARKING LOT WITH I VAN ACCESSIBLE PARKING STALL REFER TO CBC IIB -202 STATEMENT BELOW FOR BARRIER REMOVAL AND AND 3 STANDARD STALLS AND GRAVEL PARKING AREA. ACCESSIBILITY IMPROVEMENTS. NOTE: PRIOR TO OCCUPANCY A PERMIT MUST BE OBTAINED, AND PLANS APPROVED REFLECTING ALL REQUIREMENTS ASSOCIATED WITH THAT USE. L=104.37' REFER TO SHEET A-6 FOR ITEMS REQUIRING SPECIAL INSPECTION. I I I 1 1 C,B.C" 11B-202 COMPLIANCE IT IS THE INTENTION OF THE PROPOSED SCOPE OF WORK TO ENSURE THAT THE SUBJECT EXISTING FACILITY MEET THE ACCESSIBILITY REQUIREMENTS OF THE 2010 CALIFORNIA BUILDING CODE, SECTION IIB -202 "ACCESSIBILITY FOR EXISTING BUILDINGS". 1 I THE PROPOSED WORK WILL MAKE VARIOUS AREAS OF THE 1 1 EXISTING BUILDING ACCESSIBLE ACCORDING TO THE "PRIORITY LIST" DESCRIBED IN THE SAID CODE, AND IS DESCRIBED IN THE FOLLOWING SUMMARY OF WORK. I. ACCESSIBLE PARKING AN ACCESSIBLE PARKING STALL WILL BE PROVIDED. 2. PATH OF TRAVEL AN ACCESSIBLE PATH OF TRAVEL WILL BE PROVIDED FROM THE ACCESSIBLE PARKING STALL TO THE BUILDING ENTRANCE 1 AT THE EXISTING OFFICE AT BUILDING "A" AND TO BUILDING "B" I 3. SIGNAGE ADD VEHICLE RECLAMATION INFO TO EXISTING TOW -AWAY SIGN. EXISTING ORCHARD 4. ABRUPT CHANGES ELEVATION LANDSCAPE AREAS WILL BE RE -GRADED SO THAT SURFACE IS WITHIN 4" OF THE TOP OF ADJACENT WALKWAYS. in 10 S. DOORS Ln I I 1 o NEW MAN DOORS SHALL BE FULLY ACCESSIBLE AND BE 1 J OPERABLE WITH A SINGLE ACTION VIA LEVER OR PUSH BAR. BUTTVICINITY MAP COUNTY cli JAN 2 9 2015 E 20TH ST DEVELOPMENT I cHlco SERVICES , I I � (E) WELL ° KEYNOTES oQ REFER TO SHEET < A-2 FOR PARTIAL OI PROVIDE SAFE DISPERSAL SITE PLAN FROM BUILDINGf POST SIGN STATING "SAFE DISPERSAL z AREA" AT EACH LOCATION. O DISPERSAL AREA SHALL BE F- 1r — — — �, 50 SF MIN. (10 DCC x 5 SF) E 50' 01 VPS MINI ' F�K�V� �� q 01 , EXISTING �o 50' I BUILDINGS I PROJECT 51TE o I MIN 1 OI 50 ----- -- �_} MIN I 11\0 0, i I TC Cut!NTY LO?% NTSEr \1ICE, $ I D FOR Wv€ TLIAN ` E DURHAM DAYTON HWY DATE I �:'1/ c IR SITE fDLAN N SCALE: I"=100' -O" O' 50' 100' 150' 200' 250' 500' DURHAM Revisions: ®1 1/21/2015 Plot Date: 1/21/2015 ED ARCy/ �G AW�� c� v �P * 0 8693 � REN 1 06 Q ��qTF OF CA1.\F��\ Ocm o v 0 v r U) in U N O O Zm N M V J o � rn rnM 00 = � �ooz D11�3: W r 0 Q in N LS r, ¢'L0 Lrn Ld Q9U U o a v m U ED ARCy/ �G AW�� c� v �P * 0 8693 � REN 1 06 Q ��qTF OF CA1.\F��\ Date: 8-2014 Drawn: GC Job No. 14-061 Sheet: A01 of: v 0 v Zm J o � 1L � LLJl� D11�3: W CY�m Date: 8-2014 Drawn: GC Job No. 14-061 Sheet: A01 of: Ln O CV r C14 N I In Q Z Q n W co O I v i W Q Q 0 I i cn Lu J U- O CN Q Q U Q d r) i C] Q U N i SITE AS BUILT/DEMO PLAN I I I I 1 I I I I I I I I I I I I I [LE)L_E3LD1G 11A111 (E) PACKING/ PROCESSING NOT A PART I TO SAFE DISPERSAL AREA, REFER TO SHEET A -I tea' TO SAFE DISPERSAL AREA, REFER TO SHEET A -I I I (E) BUILDING (E) DRY STORAGE SITE IMPROVMENT KEYNOTES of NEW CONCRETE WALKWAY, 5.0% MAXIMUM SEE FOUNDATION PLAN FOR SLOPE FROM LEVEL LANDING TO PARKING (N) LEVEL LANDINGS AT AREA. REFER TO DETAIL: Ol/H-I BUILDING INTERIOR ADJACENT LANDSCAPING AREAS SHALL BE RE -GRADE TO BRING SURFACE UP TO WITHIN OF TOP OF CONCRETE WALKWAYS. 20'-0" n INSTALL NEW ACCESSIBLE THRESHOLD AT SITE INFROVMENT PLAN c.-nr�11 to b "1-_ 1 C.> 2 rry . Revisions: ®I I/� 1/2015 Plot Date: 1/21/2015 USED ARA L41 Cy�T * N 18693 �* REN s� Q 0 v t11 � tt] z� o�� � z UA d DVA C1lz T_ < � � m Date: 8-2014 Drawn: GC Joh No. 14-061 Sheet: O oF: O N g O M O U N O O N M U _ c"') 0 0 U a O O = M MSO Q It Q LL_ Ca7 Ln _M Q o) Um U U LOv o /Q O U USED ARA L41 Cy�T * N 18693 �* REN s� Q 0 v t11 � tt] z� o�� � z UA d DVA C1lz T_ < � � m Date: 8-2014 Drawn: GC Joh No. 14-061 Sheet: O oF: Ln 0 N T N N I cV w 0 I i LU z w 0 i LU LL 0 N 0 ¢ U 0 / 0 ¢ U N i FRAMING LEGEND 4" WALL 6" WALL 8" GIRT WALL NEW WALLS SHOWN SHADED, TYPICAL. GENERAL NOTES I. NEW WALL FRAMING SHALL BE METAL Z-GIRTS WITH METAL WALL PANELS, BY OTHERS. I. PROVIDE BLOCKING AS REQUIRED FOR WALL MOUNTED EQUIPMENT OR ACCESSORIES, NAILING OR BACKING. 2. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 3. CANOPY AREA TO BE ENCLOSED IS NOT HEATED OR COOLED. 4. REFER TO DETAILS FOR ACCESSIBILITY REQUIREMENTS AT DOORS: HARDWARE/KICKPLATES: 2 / H-2 LEVEL LANDING (EXTERIOR): 6 / H-2 LEVEL MANEUVERING CLEAR SPACE: 4 / H-2 THRESHOLDS: 5 / H-2 CLEAR OPENING: 3 / H-2 ACCESSIBILITY SIGNAGE I 1 wo (E) BUILDING "A" (NOT A PART): ................ 4,88L Square Feet (E) OFFICE: .................................................... 1,526 Square Feet (E) PACKING/PROCESSING: ........................... 3,340 Square Feet (E) PORCH: ....................................................... 90 Square Feet (E) BUILDING"B":.......................................... 3,280 Square Feet (E) DRY STORAGE: ....................................... 3.280 Square Feet (NOT HEATED OR COOLED) (E) CANOPY TO BE ENCLOSED: .............. 1,100 Square Feet (NOT HEATED OR COOLED) Revisions: ®1 1/21/2015 Plot Date: 1/21/2015 O N U 0Mo N O N M U CF) (3) = 00 00 U �ooz in ►n @j 4 Q Q LL- C9 a VW uo m wr, ¢ n mrn U U a v U m U Date: 8-2014 Drawn: GC Job No: 14-061 ISheet: FLOOR F'L/�N N ,ADDITION o SCALE: 1/1"=I' -O" 0' 1' 2' 3' 4' 8' l I I I I of: G�SED ARCy/TF * No. 18693 REN S �Q f9lF � CAL�F�� v O V 0 U Date: 8-2014 Drawn: GC Job No: 14-061 ISheet: FLOOR F'L/�N N ,ADDITION o SCALE: 1/1"=I' -O" 0' 1' 2' 3' 4' 8' l I I I I of: m Ln 0 N N I n W W N 0 i w z W L0 0 w v 0 N 0 ¢ U 1- ¢ 0 / 0 U i N (E) FRAME ) BUILDING "A Lx2ch (E) GI (E) GI A.1 A (E) .CANOPY FRAMING ELEVATION AT LINE 2 SCALE:: O9 TYP D -I (E) FRAME BUILDING AT "B" I FRAME AT i IILDING "B" U X 05 Lx2CIL D -I TYP ' 8x2.5219 i `1 8x2.5Z19 N X X L -q Ga W X X cc 00 8x2.5Z19 Lx2CIL 02 03 02 D-1 03 D -I D-1 D -I FRAMING ELEVATION AT LINE I SCALE: (E) FRAME AT BUILDING "A" Lx2CIL (E) GIRTS, Lx2CIL 4404 TO (E) GIRTS Revisions: ®I 1/21/2015 Plot Date: 1/21/2015 Date: 8-2019 Drawn: GC Job No: 19-OLI Sheet: N FOUNDATION PLANAED(t SCALE: 1/1"=I' -O" 0' 1' 2' 3' 9' 8' I I I I of: SEp ARcly �G P HAWkiy��� ONi * No. 8693 REN Q �9TF OF CAOF��\ (y) O r u) v N O O N M U m m = 0 0 U a V � O O Z q_ z --1 LL Q —A V L1---* ppMM K—! LQ Q m 1 m w F- d w � dLn � m U U O m U Date: 8-2019 Drawn: GC Job No: 19-OLI Sheet: N FOUNDATION PLANAED(t SCALE: 1/1"=I' -O" 0' 1' 2' 3' 9' 8' I I I I of: SEp ARcly �G P HAWkiy��� s * No. 8693 REN Q �9TF OF CAOF��\ V � q_ z --1 LL —A V L1---* ppMM K—! LU t- � � m Date: 8-2019 Drawn: GC Job No: 19-OLI Sheet: N FOUNDATION PLANAED(t SCALE: 1/1"=I' -O" 0' 1' 2' 3' 9' 8' I I I I of: (N) FASCIA TRIM TO MATCH (E) BUILDINGS (E) METAL ROOFING NIf (E) ROOF PURLINS (E) CANTILEVERED CANOPY FRAME (N) METAL WALL PANELS (N) Z-GIRTS (N) LEVEL LANDING (N) ACCESSIBLE WALK REFER TO SITE PLAN ---i SECTION "A" SCALE: (E) CANOPY/ (N) WAREHOUSE (E) FOOTING TNG (N) FOOTING (N) CONCRETE LEVEL LANDING AT DOORS (E) CONCRETE SLAB REAR ELEVATION SCALE: All C A r- ell A Ttn[M T^ FRONT ELEVATION - HEGAN LANE SCALE: 1/-4"=1'-O° Revisions: ®1 1/21/2015 11 Plot Date: 1/21/2015 rm O N u Om p n In U N O O N co U 0) m = 00 CO U 00 = M m � Cd7 Q >n m w F - _m LU °i tLuo Q U U a � o Ov Date: 8-2014 Drawn: GC Job No: 14-061 Sheet: AE:3 of: G�SED RCy� * No. 1866�93 REN Cys P �9TF OF CAS\F V V tuO V N Lu z i -F LL V ppp LU yM T— 1 Date: 8-2014 Drawn: GC Job No: 14-061 Sheet: AE:3 of: 1 z Q LU co Zzo co W z Q w a 0 Q- i LU L O N Q U Q Q 0 i Q U N 01 45 33 SPECIAL INSPECTION MATRIX DESCRIPTION TESTING SPECIAL CERTIFICATE SHOP 2. HARDWARE - All hand activated doors in the path of travel with hardware INSPECTION (LETTER) DRAWINGS CONCRETE STRENGTH 44" above the floor. 3. CLOSERS - Maximum effort to operate doors YES exterior doors and for interior doors. When fire CONCRETE MIX DESIGN effort to operate the door may be increased to the minimum allowable by the YES 4. DOOR BOTTOMS - The bottom 10" of all doors EPDXIED ANCHORS, except sliding and automatic doors shall have a smooth uninterrupted surface. t� EXPANSION ANCHORS, P1-13IM,! T i�' YES rIL ;ars LD l POST INSTALLED ANCHORS re w Al 0145 33 SPECIAL INSPECTIONS 1. In addition to inspections required by CBC 1.8.4.4, the project owner or the Architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction for the following items: a. During the installation of epoxied and Titen HD anchors. CBC 1705.1.1. b. Concrete - During the taking and testing of test specimens and placing of reinforced concrete. Exceptions: 1. Foundation concrete where the structural design is based on an f no greater than 2500 psi, regardless of the compressive strength specified in the construction documents or used in the footing construction CBC1704.4 (2.3). 2. Duties and responsibilities of the special inspector: a. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. b. The special inspector shall furnish weekly inspection reports to the building official, the engineer or architect of record, and other designated persons. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and the Building Official. c. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the CBC. d. Inspector shall maintain, on site, daily logs for review by the Jurisdiction inspectors. 3. A summary of tests, inspections and submittals performed by an approved special testing lab, special inspector, architect, and/or engineer shall be as noted above, and specified in the matrix below. The special inspections listed are not intended to be all inclusive and only represent special inspection requirements for the structural portions of the work. Additional special inspections of architectural, mechanical, electrical, plumbing, fire sprinklers or other systems may be required. Refer to the appropriate design disciplines for additional information. 03 20 00 REINFORCING STEEL 1. Reinforcing steel to conform to ASTM A615, including supplement S1. All bars shall be new stock deformed bars, grade 40 for #4 bars and smaller, grade 60 for #5 bars and larger, typical unless otherwise noted. Bars to be welded shall conform to ASTM 706. 2. Details for reinforcing shall conform to Chapter 7 of ACI 318-11. 3. Bar splices - Concrete - Unless noted otherwise, reinforcement bars to be lapped minimum 40 bar diameters, but in no case less than 24". Horizontal laps in adjacent bars shall be staggered 60" minimum. 4. Bends in reinforcement shall be in accordance with ACI 318-11. 5. Walls, pilasters and columns shall be doweled to their supporting footings with vertical dowels of the same size and spacing as the vertical reinforcing, unless otherwise noted on the plans. Where possible, vertical bars shall be one-piece, full height. 6. For concrete or masonry construction, vertical reinforcing bars shall be accurately located in walls as noted on plan details. 7. All reinforcing to be securely wired and properly supported above ground and away from the form. 8. Where required, bar supports shall be provided as specified in the "Manual of Standard Practice" published by the Concrete Reinforcing Steel Institute (CRSI). 9. All dimensions shown for locations of reinforcing steel are to center of bar unless noted as "clr". "CIr" dimensions are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted - refer to Drawing details. 10. Welding of crossing bars and tack welding of reinforcing shall not be permitted. 03 30 00 CAST -IN PLACE CONCRETE 1. Exposure class for concrete: Negligible exposure. 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. Construction joints shall be adequately keyed. Their locations and details, when not shown on the Drawings, shall be subject to the approval of the Architect. 3. Concrete placement shall be continuous between construction joints. 4. Unless otherwise shown on the drawings, concrete slabs shall be cast in square or rectangular patterns not exceeding 400 SF in area. Provide construction, contraction or weakened plane joints at intervals not exceeding 20 feet in any direction. Install contraction joints in both directions at re-entrant corners. 5. Sleeves, pipes and conduits shall not be placed through continuous or spread footings, grade beams or tie beams unless specified and detailed on plans. 6. Conduit shall not be placed in any slab less than 3-1/2 in. thick. If conduit is placed in a concrete slab, its outside diameter shall not be greater than 1/3 the slab thickness. The minimum clear distance between conduits shall be 6 inches. 7. All exposed corners shall be chamfered s/ in. unless noted otherwise. 8. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum concrete cover of 3 inches clear to earth. 9. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. 10. Concrete slabs on ground shall have a minimum thickness of 4". Refer to Drawings for more specific information. 11. Concrete slabs on ground required to have a vapor retarder by the California Building Code shall be underlain with the following assembly: A capillary break, consisting of a 4 -inch thick base of 1/2 inch or larger clean aggregate placed atop the sub grade, 10 mil vapor retarder, minimum 2" granular fill placed atop the vapor retarder. The granuilar fill atop the vapor retarder shall not be wet prior to placing concrete. 03 3100 STRUCTURAL CONCRETE 1. Foundation element or condition per CBC Table 1808.8.1: Foundations for Group R or U occupancy of light -frame construction, two stories or less in height, assigned to Seismic Design Category D, E, or F (2500psi). Foundations or other structures assigned to Seismic Design Category D, E or F (3000psi). Structural design is based on a compressive strength of 2500 psi. 2. The minimum 28 day compressive strength of concrete shall be: Foundations/pad footings - 3000 PSI Slabs on grade - 3000 PSI 3. Concrete proportions shall be determined in accordance with the provisions of ACI 318, Section 5.2. 4. Concrete contractor shall submit a concrete mix design for concrete slabs on ground (prepared by the concrete supplier) to the Architect for review and approval prior to placing concrete. The mix design shall employ the use of optimal aggregate size to reduce the water/cement ratio. 5. Portland cement shall conform to ASTM C150 . 6. Concrete aggregates shall conform to ASTM C33 for normal weight concrete. 7. Nominal maximum size of coarse aggregate shall not be larger than: a. 1/5 the narrowest dimension between sides of forms, nor; b. 1/3 the depth of slabs, nor; c. 3/4 the minimum clear spacing between individual reinforcing bars or wires. 8. Water used in mixing concrete shall conform to ASTM C1602 . 9. Admixtures used to increase the workability of the concrete shall not be considered to reduce the specified minimum cement content. 10. Ready mix concrete shall be mixed and delivered in accordance with ASTM C-94 . 05 00 00 STRUCTURAL STEEL NOTES 1. Materials and workmanship shall conform to the latest edition of the "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" published by the American Institute of Steel Construction (AISC). 2. Unless otherwise noted, machine bolts and anchor bolts shall conform to ASTM F1554, Grade 36. Hex nuts shall conform to ASTM A563A, Grade A. All threaded rods shall conform to ASTM A36, typical unless otherwise noted. 3. Tie rods shall be ASTM A529, Grade 50. 4. Miscellaneous metal components not noted shall conform to ASTM A36. 05 0519 POST -INSTALLED CONCRETE ANCHORS 1. Anchor capacity used in design shall be based on the technical data published by the anchor manufacturer or such other method as approved by the Architect. 2. Substitution requests for alternate products must be approved in writing by the Architect. Contractor shall provide calculations demonstrating that the substituted product is capable of achieving the performance values of the specified product. Substitutions will be evaluated by their having an ICC ESR showing compliance with the relevant building code for seismic uses, load resistance, installation category, and availability of comprehensive installation instructions. Adhesive anchor evaluation will also consider creep, in-service temperature, and installation temperature. 3. Install anchors in accordance with the manufacturer's instructions, as included in the anchor packaging. 4. Structural observation by the Architect, or engineer of record during the installation of all post -installed concrete anchors. 05 40 00 COLD -FORMED METAL FRAMING 1. Shapes, straps and connectors and accessories shall be of steel with a galvanized coating conforming to the following specification. Mill certificates for steel shall be submitted to the Building Official, prior to use, and to the Architect and Engineer. a. 12, 14, and 16, gauge material shall conform to ASTM A-653, Grade 50/1, with a minimum yield point of 57,000 psi. Galvanizing shall conform to ASTM A- 525, G-60 coating. b. 18 and 20 gauge material shall conform to ASTM A-653, Grade 33, with a minimum yield point of 33,000psi. Galvanizing shall conform to ASTM A-525, G-60 coating. c. 22, 24, and 25 -gauge material shall conform to ASTM A-653, Grade 33, with a minimum yield point of 33,000 psi. Galvanizing shall conform to ASTM A- 525, G-60 coating. 2. Steel shapes straps and connector metal shall be rolled or formed from virgin (prime) steel only. Steel shall not be reworked or have been re -rolled. 3. Each section of steel shape shall bear a permanent identification indication the manufacturer, gage and manufacturer's shape designation. 4. Connection of the various elements shall be accomplished with screws or welding. Wire tying is not permitted. 5. Screws shall be cadmium plated in accordance with ASTM A-165, type NS. GENERAL NOTES 1. All work on this project shall conform to the 2013 editions of the CBC, CFC, CMC, CPC and CEC, the 2008 edition of the California Energy Code and any other applicable county and/or city codes and ordinances. 2. Written dimensions are to be used, do not scale drawings. 3. Specific information on the drawing differing from these notes shall apply. 4. The contractor shall verify site conditions and their correlations with the drawings. 5. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the architect. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. 7. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately maintained. 8. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted. MAIN EXIT DOOR NOTE 1. Key locking hardware may be used on the main exit where the main exit consists of a single door where there is a readily visible, durable sign on or adjacent to the door stating: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED". The sign shall be in letters not less than 1 inch high on a contrasting background. When unlocked, the single door must be free to swing without operation of any latching device. EXTERIOR SIGNAGE 1. Exterior signage to be with separate permit process. FIRE EXTINGUISHERS 1. Verify location of existing fire extinguisher as noted on floor plan. ACCESSIBILITY STANDARDS DOORS 1. THRESHOLDS - All entrances and ground floor exit doors shall have maximum 1/2" threshold, change in elevation in excess of 1/4" shall be beveled with a slope no greater than 1:2. of 2. HARDWARE - All hand activated doors in the path of travel with hardware providing passage, door handles, pulls, latches, locks and other operating devices on doors shall not require tight grasping, ti&ht pinching or twisting of the wrist to operate (lever type, centered between 34' & 44" above the floor. 3. CLOSERS - Maximum effort to operate doors shall not exceed 5 lbs. for exterior doors and for interior doors. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority (not to exceed 15 pounds). 4. DOOR BOTTOMS - The bottom 10" of all doors (including doors w/ glazing) except sliding and automatic doors shall have a smooth uninterrupted surface. N: f' iM.r"Al 1. Where permanent identification is provided for rooms & spaces: Raised and Braille Characters Letters and numerals are raised 1/32 inch, are sans -serif uppercase characters and are accompanied by Grade 2 Braille. Characters are a minimum 5/8 inch high and a maximum of 2 inch high. Braille dots are 1/10 inch on center in each cell with 2/10 inch space between cells. Braille dots are raised a min. of 1/40 inch above background. 2. All building entrances accessible to and usable by the disabled shall be identified with at least one standard 'International Symbol of Accessibility' with directional signs, as required to be visible to persons along approaching pedestrian ways. Sign shall be per CBC. 3. Provide a tactile sign at the exit door including letters and braille, stating "EXIT." OOR AND HARDWARE NOTES 1. All interior door hardware to be lever type. Key all exterior doors alike. 2. See accessible door hardware notes for additional requirements. 3. The unlatching of any door or leaf shall not require more than one operation. PAINTING 1. Perform all work necessary and required for completion of the project as required to complete the finishing of the building. Painting of electrical work in finished areas of the building and access doors is included. 2. No painting or finishing shall be started until the surfaces to be painted or finished are in proper condition in every respect. Application of first coat shall constitute acceptance. 3. Wood surfaces shall be sanded and dusted clean. Putty all nail holes, cracks, etc. after first. prime coat. 4. Leave all glass areas, stucco surfaces, floors walks, hardware, and any other surfaces clean and free of paint, stain, splatterings, smears, smudges which are the result of these operations. Replace any glass damaged in any way. FINISH CARPENTRY 1. Perform all work necessary and required for finish woodwork including, but limited to: A. Interior trim and millwork. B. Similar assemblies of finish wood. C. Hanging interior doors. D. Installation of manufactured items not specifically noted to be installed by others. 2. All millwork shall be fabricated and assembled from measurements taken at the site. 3. Casing trim, Cleats, etc.: Apply with appropriate size nails countersunk and filled. All materials shall be applied to solid backing or applied with appropriate fasteners. ELECTRICAL 1. The center grip of the operating handle of controls or switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, or cooling, heating and ventilating equipment, shall not be more than 48" measured Q from the top of the receptacle outlet box or receptacle housing nor less than 15" measured from the bottom of the receptacle box or receptacle housing to the level of the finished floor or working platform. 2. See electrical plan for location of electrical main service, subpanels and telephone equipment, etc.. t� P1-13IM,! T i�' rIL ;ars LD l re w Al EY, Revisions: ®I 1/21/2015 Plot Date: 1/21/2015 rIA O N U 0 (n 0 N O 6 cV M U rn rn = 00 CO U oo= ch co 0 0 Q un M w N w� LO U) rn U U Q V U � U Date: 8-2014 Drawn: GC Job No: 14-061 Sheet: AID of: SV O ARCy�T AWkiyF�� �G P�� * No. 1]8 93 REN CA1.�F��\ Q t� V LdV q_ �-U Z A L V y� � LU LU Date: 8-2014 Drawn: GC Job No: 14-061 Sheet: AID of: Revisions: Plot Date: 1/21/2015 Sip ARCl �l A w0 �k N . 18603 REN (•J OF CA1.�F a - c<1 �9 Ln O N \ r c� N ❑ v v N v ❑ O i v- N c v O v- i co w LL tr O N i ❑ U 4 ❑ c� Date: e-2014 Drawn: GC Job No: I4-061 Sheet: 130 of: O N u Or O O O N M U (3) 0 _ 0 0 U a O M = M M M � �O\ : Q V- C7 Ln M W F- U) W Q If) L Ld U U d M O � U Sip ARCl �l A w0 �k N . 18603 REN (•J OF CA1.�F a - c<1 �9 Ln O N \ r c� N ❑ v v N v ❑ O i v- N c v O v- i co w LL tr O N i ❑ U 4 ❑ c� Date: e-2014 Drawn: GC Job No: I4-061 Sheet: 130 of: Ln O N r N N I In U U 9 to ia Rl n 0 I v O d- i uj ILL O N O 4 U Q D i U i N 13 REFER TO ACCESSIBLE SIGNAGE , 05 KEYNOTES H -I NOTES DETAIL ON CHARACTER7'!T TACTILE EXIT SIGNAGE NOTES: 01 CAR AND VAN PARKING SPACES SHALL BE 216" SIZING, ETC... TACTILE EXIT SIGNS ARE REQUIRED PER 2013 C.B.C. 1011.4 LONG MINIMUM. CAR SPACES SHALL BE 108 WIDE MINIMUM AND VAN PARKING SPACES SHALL BE 144" — AT THE FOLLOWING LOCATIONS: " 1 WIDE MINIMUM. VAN PARKING SPACES SHALL BE CHARACTERS z OUJ REFER TO SITE PLAN FOR PERMITTED TO BE 108" WIDE MINIMUM WHERE THE I. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A ~ SITE SPEGIFC DESIGN ACCESS AISLE IS 96" WIDE, MINIMUM. TACTILE EXIT WITH THE WORD "EXIT" .Qfy THE PARKING STALL SHALL BE OUTLINED OR ROOM CL PAINTED BLUE. TITLE SIGN 18 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A wo ( 02 ACCESS AISLES SERVING PARKING SPACES SHALL •• CLEAR r-LOOR TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: r:< _ _ ADJOIN AN ACCESSIBLE ROUTE. ACCESS AISLES SPACE A T 2,1 "EXIT STAIR DOWN" __ `------" � �_=___ =-�' SHALL BE LO WIDE, MINIMUM. AND SHALL EXTEND NOTE 3 < TACTILE SIGN 2.2 "EXIT RAMP DOWN" �`�u I; THE FULL REQUIRED LENGTH OF THE PARKING CORRESPONDING a a 103.4.2 2,3 "EXIT STAIR UP" �0 1,48 MAX I ACCESS AISLES SHALL BE MARKED WITH A BLUE BRAILLE. Z 2.4 "EXIT RAMP UP" 01 SLOPE PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BORDER SHALL BE MARKED u, I; WITH HATCHED LINES 3C MAXIMUM ON CENTER IN 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR 04 EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT EXIT PASSAGEWAY ¢ o " I A COLOR CONTRASTING WITH THE ACCESS AISLE Cie 4 BLUE OR WHITE SURFACE. SHALL B"E IDENTIFIED BY A EXIT SIGN WITH THE WORDS EXIT ROUTE". Lu E_ -A ACCESS AISLE SHALL STRIPING CONTRASTING ACCESS AISLES SHALL BE PERMITTED TO BE a < BE LOCATED ON THE WITH SURFACE. PLACED ON EITHER SIDE OF THE PARKING SPACE 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A Wu I EXCEPT FOR VAN SPACES WHICH SHALL HAVE SINGLE DOOR MOUNT SIGN AT +48" MIN. TO BASELINE OF CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN nc p PASSENGER SIDE II ACCESS AISLES LOCATED ON THE PASSENGER 0 —1 OF VAN STALLS �, LOWEST BRAILLE OR +LO" MAX. FROM SHALL B�C INDENTIFIED BY THE TACTILE EXIT SIGN WITH THE WORDS ; SIDE OF THE PARKING SPACE. BASELINE OF HIGHEST LINE OF RAISED TEXT. "EXIT ROUTE". OI o in �'��- ' I PAINT "NO PARKING" WITHIN ACCESS AISLE IN NOTES: z a 4" BLUE BORDER ACCESSIBLE PARKING 03 WHITE LETTERS A MINIMUM OF 12" IN HEIGHT — — 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED W STALL WHERE OCCURS / I. SIGN SHALL BE LOCATED ALONGSIDE DOOR BY A SIGN WITH THE WORDS "TO EXIT". I AND LOCATED TO BE VISIBLE FROM THE H_1 AT LATCH SIDE. WHERE TACTILE SIGN IS ,o OL REFER TO SITE PLAN. i i ADJACENT VEHICULAR WAY. PROVIDED AT DOUBLE DOORS WITH 2 ACTIVE NOTE 3 LEAFS, SIGN SHALL BE LOCATED TO THE °D O PARKING SPACES AND THE ACCESS AISLES WHICH 04 RIGHT OF THE RIGHT HAND DOOR. AT DOUBLE SERVE THEM SHALL BE AT THE SAME LEVEL WITH � DOORS WITH ONE ACTIVE LEAF THE SIGN i A SLOPE NOT EXCEEDING 1:48 IN ANY DIRECTION. 03 ; r-- � ----i 4 100/' DOOR SHALL BE LOCATED ON THE INACTIVE LEAF. ' ir_ 'i II 05 IDENTIFICATION O DETAIL FOR PARKING SPACE SWING a I \ I 2. LATCH RE SIDEROFI A SINGLE NO DOOR ORAATTRIGHT p /� o �p �; � �� \ SIDE OF DOUBLE DOORS, SIGNS SHALL BE NO PARKDuv� , , OL I GIL ��\�� O ACCESSIBLE WITH INTERNATIONAL SPACES SHALL LOCATED ON THE NEAREST ADJACENT WALL. �� _______�' \ I OF ACCESSIBILITY IN WHITE ON A BLUE H -I \ 3. SIGNS CONTAINING TACTILE CHARACTERS BACKGROUND. \ I SHOOK ALL SPA LOCATED E1 D M0 x THAT MIN, CENTERED OI 02 VAN STALL MAY BE FL THE TACTILE CHARACTERS, IS PROVIDED 9'-0" WIDE, MINIMUM O1 PROVIDE CURB OR WHEEL STOP TO PREVENT NOTE: SEE DETAIL 15 FOR SIGNAGE LOCATION. 9'-0" MIN. AT CAR 5'-0" IF ACCESS AISLE IS ENCROACHMENT INTO THE REQUIRED CLEAR WIDTH BEYOND THE ARC OF ANY DOOR SWING H -I 8'-0" MINIMUM. OF ADJACENT ACCESSIBLE ROUTES. DOUBLE DOOR BETWEEN THE CLOSED POSITION AND 450 ¢ 12'-0" MIN. AT VAN MIN. OPEN POSITION. 15 PERMANENT DOOR SIGNAGE 12 TACTILE EXIT SIGNAGE NOTES 9r6_N�ACCESSIBLE PARKING STALL H—I REV: 02-18-2014 C13C 2013 II13-103.4 SCALE: N/A �,H—V 2013 CBC 1011.4 SCALE: N/A H-1 H—I CBC 2013 IIB -502 SCALE: NONE FINISH AND CONTRAST: CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON- GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR zo RADIUS BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY CASE: THIS SYMBOL SHALL BE LOCATED AT: is -On `" `" 13/4 ACCESSIBLE PARKING SPACES CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION ACCESSIBLE PASSENGER LOADING ZONES UNAUTHORIZED VEHICLES PARKED OF BOTH. ACCESSIBLE TOILET AND BATHING FACILITIES COLORS: - STYLE: ACCESSIBLE ENTRANCESBORDER AND LEGEND: lY IN DESIGNATED ACCESSIBLE INC TYP CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT. WHITE (RETROREFLECTIVE) SPACES NOT DISPLAYING BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. BACKGROUND: 1/2" TYP PROPORTIONS: BLUE (RETROREFLECTIVE) " DISTINGUISHING PLACARDS OR CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF 8 SPECIAL LICENSE PLATES ISSUED = THE UPPERCASE LETTER "0" IS 40 PERCENT MINIMUM AND IID PERCENT REFLECTORIZED SIGN FOR PERSONS WITH DISABILITIES MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". INTERNATIONAL SYMBOL OF ACCESSIBILITY CONSTRUCTED OF PORCELAIN CHARACTER HEIGHT: SIGNAGE AT ACCESSIBLE ENTRANCES STEEL WITH BEADED TEXT OR 5' o WILL BE TOWED AWAY EQUAL. SIGN TO BE CENTERED MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE IIB -103.5.5. PROVIDE THIS SIGN AT MAIN ENTRY DOOR(S). AT THE INTERIOR END OF — C'' AT THE OWNERS EXPENSE VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE MOUNT LO" ABOVE DATUM TO CENTER OF SIGN. PARKING SPACE. D © 3"B 1 1/4" BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER K G APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ALTERNATIVE CONTRASTING COLORS MUST BE TOWED VEHICLES ON THE UPPERCASE LETTER "I" APPROVED REFER TO F$OOR 101 Y THENLDING OR SIGNAGE LOCATIONS I" MAY BE RECLAIMED AT HEIGHT TO FINISH HORIZONTAL MINIMUM CHARACTER HEIGHT FLOOR OR GROUND VIEWING i FROM BASELINE OF DISTANCE CHARACTER 40" TO LESS LESS THAN 12" 5/8" THAN OR EQUAL TO 10" 12" AND GREATER 5/8" + 1/8" PER FOOT OF N O O VIEWING DISTANCE ABOVE 12" GREATER THAN 10" LESS THAN 180" 2" TO LESS THAN OR OR EQUAL TO 120" 180" AND GREATER 2" + 1/8" PER FOOT OF rn rn = 0 CO U a VIEWING DISTANCE ABOVE 180" GREATER LESS THAN 21" 3" THAN 120" 21' AND GREATER 3" + 1/8" PER FOOT OF V tu T_ VIEWING DISTANCE ABOVE 21' Revisions: Plot Date: 1/21/2015 1 1/2" RADIUS O N u i .......... . 3"B V 1, In U (INSERT A DRESS) N O O z N M U rn rn = 0 CO U a ooLn = C, V tu T_ o L" MIN � r m 1.3 OR BY TEL PHONING INC R99 (CA) e. (INSERT TELEPH NE NUMBER) in 31/4" w 2„ BLUE > m Q ,n INTERNATIONAL =�[�(I U U o 2"B VERIFY VEHICLE RECLAMATION v SYMBOL OF WHITE �u CONTACT INFORMATION WITH LOCAL BUILDING OFFICIAL. 84" (lft) ACCESSIBILITY BLUE i. 2"B COLORS: BORDER AND LEGEND - BLACK MINIMUM CLEARANCE - BACKGROUND WHITE (RETROREFLECTIVE) �•",`' #` �� nw-�i� Revisions: Plot Date: 1/21/2015 D ARcj, A wkitiF�� , �k No. 918693 ( REN " 1 ��qTF 01F CAL�F��\`r _ ;r - C) L .a t O N u i o co O V 1, In U V N N O O z N M U rn rn = 0 CO U a ooLn = C, V tu T_ o Ln: � r m Q U_ Lq Da in w > m Q ,n mrn U U o a v o = co U D ARcj, A wkitiF�� , �k No. 918693 ( REN " 1 ��qTF 01F CAL�F��\`r _ ;r - C) L .a t i V V N Lu z C, V tu T_ o � � m Date: 8-2014 Drawn: GC John No: 14-OLI Sheet: ru Lqr_1 of: 32" cLR. MIN. FOLDING DOOR CONCRETE LANDING TO PROVIDE BUMPER IN POCKET BE FLUSH WITH FINISH DOOR TO PREVENT DOOR FLOOR AT DOOR FROM FULLY RECEDING Lij 6o o '24" MIN.. 32" CLR. MIN. SLIDING DOOR — , Lu �Z `". CROSS 1 LO" x 60" MIN. CLEAR SLOPS' z0 ��. DOOR MUST OPEN _zo : r UJ' 90° MINIMUM. I I ac too ^w w DOOR HEIGHT: ;z 0. o -L cn .. 6 -8 MIN. CLEAR I EnI to co u' DOOR CLOSERS AND I PROVIDE 18" MINIMUM STOPS SHALL BE I AT INTERIOR DOORS, PERMITTED TO BE I AND 24" MINIMUM AT 18" MIN. A.F.F. I ( EXTERIOR DOORS IF X IS GREATER THAN 8" 3ul 2" CLEAR WITH MIN 90°-0, I X I Xz 36" MIN. CLEAR OPENING IF MORE THAN 24" DEEP -- - - - - - - - - - -- L ------------ HINGED DOOR 15 12 9 6 TYPICAL ACCESSIBLE DOOR LANDING 3 DOOR CLEAR OPENING REQUIREMENTS H-2 2 - 2 SCALE: NONE H-2 SCALE: NONE DOOR HARDWARE NOTES: I. DOOR CLOSERS AND GATE CLOSERS CENTERLINE DOOR SHALL BE ADJUSTED SO THAT FROM AN * OPEN POSITION OF 90 DEGREES, THE HARDWARE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE GRADE BREAK LATCH IS 5 SECONDS MINIMUM. o AT HANDRAIL IN in >- LINE WITH GRADE 2. DOOR AND GATE SPRING HINGES SHALL Q a BREAK AT RAMP Ig BE ADJUSTED SO THAT FROM THE OPEN ao - - POSITION OF 10 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED o �k 12" MIN LE L HANDRAIL roc POSITION IN 1.5 SECONDS MINIMUM. BEYOND T AND BOTTOM o WHEEL DESIGN THRESHOLD �o OF RAMP PA LLEL WITH o� 3. OPERABLE PARTS SHALL BE OPERABLE GUIDE RAIL 70 SWT GROUND OR FL OR SURFACE oc►L WITH ONE HAND AND SHALL NOT REQUIRE COMPRESSED CARPET `L TIGHT GRASPING, PINCHING, OR TWISTING 1/4" MAX. BELOW OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE (4 THRESHOLD FINISH FLOOR f-- CURB LEVELS EVEN LEVER PUSH/PULL PANIC BARS 5 LBS MAXIMUM. 4. EGRESS DOORS SHALL BE READILY FINISH FLOOR LEVEL HARDIUARE MOUNTING HEIGHTS OPENABLE FROM THE EGRESS SIDE 48" MINIMU CLEARANC *-------------- WITHOUT THE USE OF A KEY OR SPECIAL (2013 CBC IIB -404.2.7) KNOWLEDGE OR EFFORT. WHEEL GUIDE RAIL 2URB NU 5. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE BEWPEELROVIDEID C RAILNTENOT USED 1UM HIGH OPERATION. MINIMUM AND 4" MAXIh // THE SURFACE O/AT P. I. ANDRAILS SHALL BE PLACED ON � GLASS OR CH SIDE OF EACH RAMP AND SLOPE 1:2 MAX. II // U �� I�� S LL BE CONTINUOUS THE FULL PANEL / r NOTES: LEN H OF THE RAMP. 10" MIN. - BOTTOM f::�r � r0ls�lTr DIL 1. EDGE PROTLL BE PROVIDED \COIAA�CSIDE 2. HANDR S SHALL BE 34" TO 38" r �, ,OF RAMP RUEACH SIDE OF RAMANDI S. ABOVE E RAMP SURFACE TO RAIL -� V THE TOP THE HANDRAILS. € .m 4�s•. �: 2. A CURB, 2" M, OR BARRIER SHALL BE RETURN PROVIDED TNTS THE PASSAGE OF A 4" TO POST 3. HANDRAIL EX NSIONS SHALL RETURN oDIAMETER SRE ANY PORTION OF THE TO A WALL, GU D, OR THE LANDING oSPHEREIS THE FINISH FLOOR OR RETURN TO WALL SURFACE, OR SH L BE CONTINUOUS o GROUND S FACE. TO THE HANDRAIL F AN ADJACENT DOOR KICK PLATE 3. TO PR ENT WHEEL ENTRAPMENT, THE CURB OR RAMP RUN. (2013 CBC II8-404.2.10) BAR R SHALL PROVIDE A CONTINUOUS AN 4. HANDRAILS PROJECTING ROM A 1. THE BOTTOM 10" OF ALL DOORS, EXCEPT SLIDING DOORS, SHALL HAVE A UNI RRUPTED BARRIER ALONG THE LENGTH OF WALL SHALL HAVE A SPA E OF SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE T RAMP. 1 1/2" BETWEEN THE WALLA D DOOR OR GATE. KICKPLATES SHALL BE FREE OF SHARP OR ABRASIVE THE HANDRAIL. EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. I EDGE PROTECTION AT RAMP HANDRAIL AT RAMP 5 DOOR THRESHOLD r2_N DOOR HARDWARE / KICKPLATE -� SCALE: N/ -2 SOLE: N I -•-I-2 SCALE: NONE 1,,H-2 2013 CBC CHAPTER IIB SCALE: NONE HANDRAILS RAMP NOTES I. DOORS IN ANY POSITION SHALL NOT REDUCE __• �^ CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT THE MINIMUM DIMENSION OF THE RAMP LANDING SURFACES SHALL BE 1 1/2" MINIMUM. HANDRAILS MAY BE LOCATED IN TO LESS THAN 42" OR THE REQUIRED WIDTH RECESS IF THE RECESS IS 3" MAXIMUM DEEP AND 18" MINIMUM CLEAR Y MORE THAN 3" WHEN FULLY OPEN. A OVE THE TOP OF THE HANDRAIL. 2. R ER TO TABLE FOR MAX RISE ( LENGTH 2., HAN AIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEI 3. MAX M SLOPE OF RAMP SHALL BE ONE LENGT AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS 0 VERTI L UNIT IN 12 UNITS HORIZONTAL SIDES. E BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL OT 118.33% OPE). THE MAXIMUM RISE FOR ANY BE 0 S CTED FOR MORE THAN 20 PERCENT OF THEIR LE ,TH- RUN SHA L BE 30 INCHES. SLOPE MAX. RISE MAX. LEN&H 1:12 30" 30'- 1:13 30" 32' " 1:14 30" 3 -0" 1:15 30" '-L" I:IG 30" 40'-0" I:II 30" 42'-V 1:18 30" 45'-0" 1:19 30" 41'-4" Revisions: OI 1/21/2015 Plot Date: 1/21/2015 11 Date: 8-2014 Drawn: GC Job No: 14-041 Sheet: no of: D ARc8l * No. 18693 �k REN Q �9TF OF- CAL�F��\ Or GNT CSC 1.V!,-' F 5. "0 In U :` - c' co rn rn00 00 = a 0 ���_ UAto It? in �\ z 0 fr LL UA V Q LL u� W Y (V � m in m w d Qn � - coW r, a Nrn Ld Q U U a �o � U Date: 8-2014 Drawn: GC Job No: 14-041 Sheet: no of: D ARc8l * No. 18693 �k REN Q �9TF OF- CAL�F��\ GNT CSC 1.V!,-' F 5. "0 :` - V V UAto UA z LL UA V LLI - L 1 W Y (V � m Date: 8-2014 Drawn: GC Job No: 14-041 Sheet: no of: (E) WELL SITE PLAN I" = .201011 MSB GOLD WATER PIPING 3/0 GU BOND PER GROUNDING DETAIL THIS SHEET • e• •3 •. A .d ••• .: • • ♦ . . STRUCTURAL STEEL •. •' .:' • a• •' G0:NOKETE "FOOTING • •. • • d Ad '--:20'- 3/0 GU (UFFER GROUND ENCASED IN CONCRETE, LOWER 1/3 OF FOOTING) &ROUNDINO $ BONDIN& DETAIL Lm NO SCALE (N) METER SWITCHBOARD "MSB" NEMA 3R UNDERGROUND PULL SECTION 9,nnb ckr=u e.w u, ica rmw,owe — ©mim 125/3 _Ll. BUSS I — 1. 1- a---- — — SERVICE CONDUITS d CONDUCTORS PER UTILITY COMPANY REOU I REMENTS 3/0 COPPER GROUND UFFER, METAL, GAS, WATER BOND AS REQUIRED _ PER NEC 250-Q4 150/3 ( 175/3 1 1/2211C, 2 „G 3—I/O 1-#6 GRD TR5NF. FUTURE If -m112. K' VA 120/240 3PH 4W 41' 3/0 1—#4 GRD (E) PANEL A NOTE: ALL SUB PANELS RATED 10,000 AIG ONE LINE DIAGRAM NO SCALE 200/3 =R PIPE GROUNDING CLAMP COPPER GROUND CONDUCTOR 'ER ONE LINE DIAGRAM IRAL STEEL STRUCTURAL STEEL COPPER BAR BOLTED TO STEEL TERMINAL LUG COPPER GROUND CONDUCTOR PER ONE LINE DIAGRAM GROUNDING Or -TAIL NO SCALE — — — — — — 200/3 400/3 rl SPACE SPACE — 2..G 4-3/0 I 114110 I-#4 GRD PANEL FUTURE H I "G 3-#6 I-#8 GRD TRSNF. 'IT" 45KVA 120/208 3PH 4W I 1/4"C 4-#2 1-#8 GRD PANEL L 2 1/2 "MT INSTALLED FOR FUTURE DEVELOPMENT F_'_ I L___ I r-LEGTRIGAL SYMBOLS 15 OR 20 AMP 125V DUPLEX RE(EPTAGLE ® +18' UNO 15 OR 20 AMP 125V 6FIC DUPLEX RECEPTACLE ® +18' UNO SPECIAL OUTLET - 5E£ PLANS FOR 5PEGIFIGTION S 51N6LE POLE T066LE 5WITGH, ® +461 UNO 52 DOUBLE POLE T066LE 5WITGH, @ +46" UNO O JUNCTION BOX, 51ZE d TYPE A5 INDICATED OR REQUIRED DISCONNECT SNITCH ® PANELBOARD, MOUNTED A5 NOTED ON PANEL 50HEDULE ® FIXTURE TYPE FLUORESCENT L16HT FIXTURE - SURFACE OR PENDANT MOUNTED -�- L16HT FIXTURE - WALL MOUNTED ® EXIT L16HT - GEILIN6 OR WALL MOUNTED EMERE6ENCY/EXIT L16W WITH BATTERY BACK UP SIDE -MOUNT LAMP HEADS OMECHANICAL EQUIPMENT DE516NATION / MOTOR "PVC" CONDUIT RUN CONGEALED BELOW FLOOR OR FINISHED 6RADE �- "EMT' CONDUIT RUN ON WALL OR CEILING HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - "PNC" UNDERGROUND HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - "EMT' OVERHEAD \y �-- DENOTES # OF WIRE5. NO MARKS = 2 #12, I/2"G; CURVED HATCH DENOTES A\\' 6ROUND WIRE. WIRE SIZE INDICATED WHEN OTHER THAN #12. ®DETAIL DES16NATION: TOP NUMBER INDICATES DETAIL, BOTTOM LETTERMUMBER INDICATES SHEET 16 150LATED 6ROUND NL NIGHT LIGHT - UN5KTC:NE0 FIXTURE FIRM T P nE"(; IFIL -gnal _ A A1CtItJTING: dace TYPE Load Canter N?rrr 1 12V 240 volt 3 phase 4 yr ire 200ANP MAl 4 BLISS Cir. Description BRKR. POLE A B C A B C BRKR. POLE Description Cir. # 1 Exterior wall packs 20 1 960 80 3 720 3 Space 20 1 Convenience recept. 2 3 Space 80 3 Nut Slicer 4 5 Convenience Receptacle 20 1 20 540 3200 80 3 Nut Slicer 6 7 Spare 20 1 1662 112 20 3 Space 4 5 Warehouse Ilghting 20 1 112 1320 20 3 720 20 1 Convenience recept_ 6 7 Warehouse lighting 20 1 1320 3 3 3 Barrell Roaster 12 Barrell Roaster 14 Barrell Roaster 16 17 20 1 Convenience recept. 8 9 Space 3 Banil Roaster 18 19 1440 Space 10 11 Exterior GFI recpetacles 20 1 360 20 1 Office Lighting 12 13 Office Airconditioner 50 2 5040 1440 20 1 O.en 24 25 20 1 Office receptacles 14 15 OffceAirconditioner 50 �2 5040 27 Space m 16 17 Sump Pump 20 1 840 20 1 Office receptacles 18 19 Spare 20 1 4864 20 1 Offoo equipment 20 21 Water Heater 20 2 A60 33601 30 2 Cooler Box 22 14 23 Water Heater 20 2 960 3360 30 2 Cooler Box 24 15 25 --- - 3200 80 3 Nut Slicer 26 21 22 27 3200 80 3 Nut Slicer 28 18 29 3200 80 3 Nut Slicer 30 19 28 31 1700 20 2 Bagging Machine 32 33 1700 20 2 Bagging Machine 34 35 180 00I— i 360 180 180 1200 20 1 E%,epodtive Cooler 36 37 5404 _ 100 3 Panel 38 25 900 60 3 Transformer T 26 39 3424 100 3 Panel 40 41 780 5404 100 3 Panel B 42 29 7320 6000 3480 11024 11684 13884 Nate: High Leg, 240 volts to ground on "B" phase 18344 17684 17364 Panel Load: 53392 = 148 Amps 148 x125%0 _ 185 Amps E) Panel -B AkD M NG: SURFACE TYPE Panel Roird € k -m 3R 12131240 volt 3 phase 4 yr ire 100AMP fv%.IN Breaker Cir. Description BRKR. POLE A B C A B C BRKR, POLE Description Cir. ## 1 Convenience Receptacle 20 1 540 LHMISW3GHO 3200 MVOLT 80 3 Nut Slicer 2 3 Space Nema 4x sealed -beam remote exlerioremergency, battery pack supplied with Type E figure_ Raters at 18 watts for 2 hours. 6 volt 2- 6w Holgen Exterior Surface 12' 3200 Warehouse Lighting 80 3 Nut Slicer 4 5 Convenience Receptacle 20 1 20 540 3200 80 3 Nut Slicer 6 7 Spare 20 1 1662 112 20 3 Barrell Roaster 8 9 7 Spare 70 1 112 20 3 Barrel€ Roaster 10 11 13 15 1 Panel receptacle 8 7 Spare 112 112 112 20 20 20 3 3 3 Barrell Roaster 12 Barrell Roaster 14 Barrell Roaster 16 17 20 1 Spare 6 112 20 3 Banil Roaster 18 19 1440 20 1 Oven 20 21 22 23 10 11 1440 20 1 O.en 24 25 • 11 26 27 13 _ 28 29 30 540 0 540 4864 3424 4864 Note: High Leg, 240 %lolts to ground on "B" phase 5404 3424 5404 Panel Load: 14232 = 40 Amps 40 x100°"' = 40 Amps Lighting Fixture Schedule Type Manuf. Catalog Number Description Volt. Lamps Mounting A Energy Solutions F-24VAEA454UNNfil Vapor Proof Sealed Linear Flourescent 277 4-F54T5HO (Hign Bay) Surface S RUUD MGWP06154.1 Glass Refractor Wall Pack 277 1-150 PSN" Wall +16' E Lithenia LHMISW3GHO LED Illurninated emergency exit light & sign; high-cuput lead calcium battery back up rated at 18 watts for 2 hours. MVOLT 2-5.4w Krypton (e)atsign) 2-MR24K0606(EM Lights) Surface + 12' E1 Lithonia ELANX H0606 Nema 4x sealed -beam remote exlerioremergency, battery pack supplied with Type E figure_ Raters at 18 watts for 2 hours. 6 volt 2- 6w Holgen Exterior Surface 12' 3 Warehouse Lighting 20 1 180 3324 360 3324 20 1 Warehouse Lighting 4 P�naI - 14 WU ,MW: Surface Mount Nero 3R TY PE- Cutter Hammer Panel Board 200 amp 277;490 volt 3 phase 4 w ire Akin Breaker Clr. # Description BRKR. POLE A B C A B C BRKR, POLE Description Cir. # 1 Warehouse Lighfing 20 1 3324 B C 3324 B C 20 1 Warehouse Lighting 2 3 Warehouse Lighting 20 1 180 3324 360 3324 20 1 Warehouse Lighting 4 5 Exterior wall pack lighting 20 1 1662 180 20 1 ';Irc re 6 7 Spare 70 1 180 20 1 Panel receptacle 8 7 Spare 20 1 20 1 Spare 6 9 10 10 11 • 11 13 12 13 16 14 17 18 15 19 --- - 16 21 22 17 24 18 25 26 19 28 20 21 22 23 180 00I— i 360 180 180 _ 24 25 900 60 3 Transformer T 26 27 780 60 3 Transformer 28 29 360 60 3 Transformer T 30 3324 3324 1662 4224 4104 360 175481 7428 20221 Panel Load: 16998 = 20 x125%V CONCRETE APRON SEE ON DIA6Rj THIS SI• BOLLARDS — AS REQU I RED 20 Amps 25 Amps 81H11-5 VIA PG :211C FUTURE Pnnal - i AIDUNTING; Surface Nerrxi 314 iYM- Outler Hanrr*r Panel Board2130 arm 1201208 volt 3 phase 4 wire 125 amp main breaker Cir. # Description BRKR, POLE A B C A B C BRKR. POLE Description Cir.# 1 Bug/Fumigation Receptacle 20 1 180 360 20 1 Convenience receptacles 2 3 Spare 20 1 180 20 1 Convenience receptacles 4 5 Spare 20 1 180 20 1 Panel receptacle 6 7 Spare 20 1 20 1 Spare 6 10 11 12 13 14 15 16 17 18 19 --- - 20 21 22 23 24 25 26 27 28 29 30 180 00I— i 360 180 180 5401 1801 1801 Panel Load: 900 - 3 Amps 3 x1251A - 3 Amps 1@ PER" 19T CUl IE r,'•CUNTY DEV t_OJ, � � a f „�� R E f �.�`17VV FC)7i. ELrCTRICAL PLAN i Nr—! 1 BUILDIN6 r-NCL05ED E3REr-ZENAY-------_ SCALE