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PRACTICE GYM BUILDING DESCRIPTION:
<br /> D SIN G IND E�
<br /> SINGLE STORY BUILDINGS WITH 10'-6"x108'-0" 4 13'-(0"x108'-0" MODULES) IDENTIFICATION STAMP
<br /> DIV. OF THE STATE ARCHITECT
<br /> P1R_0J C T Ts4ik1\4 AND AD D RE SS : 108'_0" x 16_0' - GYMNASIUM BUILDING APP. 02-117806 INC: 3
<br /> SHEET DESCRIPTION REVIEWED FOR
<br /> OCCUPANT LOAD FACTOR = VARIES (SEE SHT. GO.12) ROOF COVERED AREA: 8,148 S.F. SS p FLS[Z] ACS
<br /> CONSTRUCTION TYPE: V-B CONSTRUCTION TOTAL BLDG. AREA: 8,424 S.F.
<br /> OCCUPANCY TYPE: 43 OCCUPANCY DATE: 03/03/2020
<br /> SHEAR WALL BUILDING (BOTH DIRECTIONS)
<br /> TO COVER SHEET WITH DRAWING INDEX,DESIGN LOADS, BUILDING DESCRIPTION 4 CODE REFERENCES
<br /> TOKAY 111G11 SCHOOL FLOOR LIVE LOAD: FLOOR LIVE LOAD: PROJEGT IS A SLAB ON GRADE BU ILD ING C4.01 SITE UTILITY PLAN
<br /> ROOF LIVE LOAD: 20.0 PSF (reclucible for tributary area) A-1 OVERALL FLOOR PLAN
<br /> 14-1.1 PART IAL ENLARGED FLOOR PLAN TEAM ROOMS
<br /> SNOW LOAD: PROJECT IS NOT LOGATED IN A SNOW REGION
<br /> PHOTOVOLTAIC(PV) SYSTEM = BUILDINGS ARE DESIGNED
<br /> FOR 3.0 PSF PV SYSTEM A-2 REFLECTED CEILING PLAN
<br /> WEIGHT OVER ENTIRE ROOF
<br /> AREA00
<br /> NEW PRACTICE GYMNASIUM BUILDING
<br /> FLOOD DESIGN DATA = PROJECT IS NOT LOCATED IN A
<br /> FLOOD ZONE
<br /> RISK CATEGORY TYPE =PER CBC, PART 2, TABLE 1604,4.5
<br /> 1111011111 4A
<br /> N
<br /> WIND = 115 M.P.H. EXPOSURE "C"
<br /> SITE CLASS = D o
<br /> IN REMENT NO 3
<br /> RELIABILITY / REDUNDANCY FACTOR PER ASCE 1 SEG. 123.4.2
<br /> P: = 1.0 A-4 ARCHITECTURAL DETAILS
<br /> Ss: = 0.168(PER GEOTECH REPORT) Fa: = 1.193 (PER GEOTECH REPORT) ,A-4.1 ARCHITECTURAL DETAILSCENTURY BOUL EVARD � l Y
<br /> SMs = Fa - S s SMs=0-916 (PER GEOTECH REPORT) SDs: =W 0 s- S Ms SDs= 0.610 (PER GEOTECH REPORT) ,A-4.2 ARCHITECTURAL DETA ILS U V Z 3
<br /> S i s = 0.305 (PER GEOTEGH REPORT) F v: = 1.799 (PER GEOTECH REPORT) A-4.3 ARCHITECTURAL DETAILS
<br /> I.. I Q
<br /> Fv 51 S MI= 0.546 (PER GEOTEGH REPORT) Spi: = s' S Mi S Di = 0.364 (PER GEOTEGH REPORT) ^ �j
<br /> SEISMIC DESIGN GATEGORY = D A-5 EXTERIOR ELEVATIONS ~
<br /> 1:= 1.25 A-6 INTERIOR ELEVATIONSLODI CALIFORNIA 94240 h•� -" o
<br /> R:= 6.5 (PER AISC A 6. INTERIOR ELEVATIONS�-10 TABLE 12.2-I (LINE A.15)) � O
<br /> b
<br /> Cd= 4.0 (PER AISC 1-10 TABLE 12.2-1 (LINE A.15)) 1c.
<br /> Qo:= 3.0 (PER A ISG 1-10 TABLE 12.2-1 (LINE 4.15)) 1.4
<br /> LODI UNIFIED SC1100L DISTRICTCs2:= S Ds Cs2=0.111 (PER EQUATION 12.8-2 OF ASGE 1-10) ,4-� ACCESSIBLE ISLE MOUNT ING HEIGHTS 4 WINDOW TYPES ^ O
<br /> R
<br /> A-1.2 INTERIOR FINISH SGEDULE
<br /> T:= 0.02 35 .15 T = 0.288 o
<br /> Gs3:= S Di Gs3= 0.243 (PER EQUATION 123-3 OF ASGE 1-10)
<br /> • TINCR. NO. 3 SCOPE OF WORK. VICINITYMAP : O
<br /> C55: = 0.044 SDs •1 C65= 0.034 (PER EQUATION 123-5 OF ASCE 1-10)
<br /> W b
<br /> . � SAN JOAQUIN COUNTY C56 = 0.5 -R, Gs� 0.029 (PER EQUATION 12.8-6 OF ASCE 1-10)
<br /> 1. NEW 1 STORY MODULAR GYMNASIUM BUILDING
<br /> r' pinotNaYa 3 NO HORIZONTAL IRREGULARITIES
<br /> .71 ENVIORNMENTAL HEALTH
<br /> NO VERIGAL IRREGULARITIES �J Z
<br /> LOGAT ION OF BASE = FIN ISH FLOOR OF BUILDING H w
<br /> INCR. NO. 2 SCOPE OF WORK:. 0
<br /> DEPARTMENT SUBMITTAL . w Q
<br /> a�
<br /> E L.mbertCt P•E• CLASSROOM BUILDING DESCRIPTION• v o �,
<br /> o T
<br /> 1. NEW 1 STORY MODULAR GYMNASIUM BUILDING u SINGLE STORY BUILDINGS (WITH 3- 9-0°x46'-6" 4 4- 13'-6"x46-6" MODULES) r'"I ►-� Z
<br /> 12'-0" x 46'4o" BUILDING (3,348 SQ. FT.) y
<br /> a
<br /> INCR, 1SCOPEOFWORK: Chablis Dr Chablis Dr � t OCCUPANT LOAD FACTOR = VARIES (SEE SHT. G0.12) ROOF COVERED AREA: 3,504 S.F.
<br /> CONSTRUCTION TYPE: V-5 CONSTRUCTION TOTAL BLDG. AREA: 4,812 S.F.
<br /> r3 -7 opa`" •.° San Joaquin County OCCUPANCY TYPE: E OCCUPANCY tai
<br /> ` wCentury BW .. 5 2' °y Environmental Health Department SHEAR WALL BUILDING (BOTH DIRECTIONS)
<br /> 1. SITE WORK, INCLUDING BUILDING PADS " N �' <
<br /> g 1868 E. Hazelton Ave.
<br /> 8 r Stockton, CA 95205 FLOOR LIVE LOAD: FLOOR LIVE LOAD: PROJECT IS A SLAB ON GRADE BU ILD ING
<br /> E
<br /> 2. REMOVAL OF 20 (E) PORTABLES eckrrmnPark O N o e cR�rkoRN,P (209) 468-3420 ROOF LIVE LOAD: 20.0 PSF (reducible for tributary area) Will, F
<br /> SNOW LOAD: PROJEGT IS NOT LOGATED INA SNOW REGION
<br /> 3. FIRE ALARM, LOW VOLTAGE & CONTROLLERS Newbury Circle oajAPPROVED WITH CONDITIONS
<br /> FOR NEW CLASSROOM BUILDING (INCR. 2) & rs a PHOTOVOLTAIC(PV) SYSTEM = BUILDINGS ARE DESIGNED
<br /> FOR 3.0 PSF PV SYSTEM
<br /> NEW GYMNASIUM BUILDING (INCR. NO. 3) S Newbwy Circle 9.ti«k For conditions, please see approval letter dated: 4-27-20 WEIGHT OVER ENT IRE ROOF
<br /> �rizt L,
<br /> Ste l�airie Va�rr'�eL AREAON
<br /> Approved by: Date:Apr 27, 2020 FLOOD DESIGN DATA = PROJECT IS NOT LOGATED IN A
<br /> FLOOD ZONE
<br /> A 11
<br /> RISK CATEGORY TYPE VIPER GBG, PART 2, TABLE 1604,4.5
<br /> WIND = 115 M.P.H. EXPOSURE "C"
<br /> SITE GLASS = D
<br /> RELIABILITY / REDUNDANCY FACTOR PER ASCE 1 SEC. 12.3.4.2
<br /> P: = 1.0
<br /> HIGH
<br /> I I //��II II Sc,: = 0.168(PER GEOTEGH REPORT) Fa: = 1.193 (PER GEOTEGH REPORT)
<br /> t
<br /> I 0<4Y H ICSH S�sHOOL 5Ms = Fa - Ss SMs=0-916 (PER GEOTECH REPORT) SDs: = s' S Ms SDs= 0.610 (PER GEOTECH REPORT)
<br /> 11,1 W. C �� S is = 0.305 (PER GEOTEGH REPORT) F v: = I.lgO (PER GEOTEGH REPORT)
<br /> SMi:= Fv- Si SMi= 0.546 (PER an. = s• SMi SDi = 0364 (PER
<br /> L0� Ir GAL I�O�NIA
<br /> SEISMIC DESIGN CATEGORY = D M-0.1 MECHANICAL NOTES 4 SGHEDULES MEEHLEIS
<br /> = 1.25 M-0.2 MECHANICAL SCHEDULES MODULARAPPLICABLECODES : MEEHLEI MODULAR BINC .•
<br /> R:= 6.5 (PER ,4ISG 1-10 TABLE 12.2-I CLINE 4.15)) M-0.3 MECHANICAL DETAILS BUILDINGS, INC.
<br /> Cd := 4.0 (PER AISG 1-10 TABLE 12.2-1 (LINE 4.15)) M-1.1 MECHANICAL FLOOR PLAN A DESIGN BUILD
<br /> 2019 CALIFORNIA BUILDING STANDARDS Q0 := 3.0 (PM-2.1 MECHANICAL SECTIONS COMPANYER AISC 1-10 TABLE 12.2-I CLINE A.15)) M-3.1 MECHANICAL ROOF PLAN
<br /> ADMINISTRATIVE CODE (PART 1, TITLE 24, GGR) A.B. AGGREGATE BASE OR ANCHOR BOLT F.A. F IRE ALARM KD. KNOCK DOWN S. SOUTH
<br /> A/C; ASPHALTIC GONGRETE F.D. FLOOR DRAIN S.A.D. SUPPLY AIR DIFFUSER G52 := SDs G52 =0.111 (PER EQUATION 12.8-2 OF ASGE 1-10) 1303 E. LODI AVE.
<br /> 2016 G,4LIFORNI,4 BUILDING GODS, VOLUMES I AND 2 A.D. AREA DRAIN F.E. FIRE EXTINGUISHER S.A.R. SUPPLY AIR REGISTER R P-O.I PLUMBING NOTES 4 SCHEDULES LODI, CA. 95240
<br /> (PART 2, TITLE 24, CCR) (2015 EDITION INTERNATIONAL A.S.T.M. AMERICAN SOCIETY FOR TESTING F.F. FINISH FLOOR L.B. LAG BOLT S.C. SOLID CORE I P-0.2 PLUMBING DETAILS (209) 334-4637
<br /> BUILDING CODE WITH 2016 CALIFORNIA AMENDMENTS) AND MATERIALS F.G. FINISH GRADE LAV, LAVATORY S.C.D. SEAT COVER DISPENSER T:= 0.02 - 230.15 T = 0.21 P-I.1 PLUMBING FLOOR PLAN
<br /> 2016 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE ACOUST. ACOUSTICAL F.H. FLAT HEAD LB. POUND S.D. STORM DRAIN OR SOAP DISPENSER CA. LIC. NO. 473488
<br /> 24, CCR) (2014 EDITION NATIONAL ELECTRICAL CODE ADD. ADDITIONAL F.N. FIELD NAILING LT. WT. LIGHT WEIGHT S.M. SHEET METAL GS3:= SDI Gs3= 0.333 (PER EQUATION 123-3 OF ASCE 1-10) P-2.1 ENLARGED PLUMBING PLAN - WATER NV. LIC. NO. 37887
<br /> ALT. ALTERNATE F.O.B. FACE OF BLOCK S.M.S. SHEET METAL SCREW R P-2.2 ENLARGED PLUMB ING PLAN - WASTE 4 VENT
<br /> WITH 2016 CALIFORNIA AMENDMENTS) T - -
<br /> ALUM. ALUMINUM F.O.G. PAGE OF CURB OR CONCRETE S.N.D. SANITARY NAPKIN DISPENSER I P-3.1 PLUMBING ROOF PLAN
<br /> 2016 CALIFORNIA MECHANICAL CODE (PART 4, TITLE M.B. MACHINE BOLT
<br /> ARCH. ARCHITECTURAL F.O.S. FACE: OF STUD S.N.R. SANITARY NAPKIN RECEPTACLE Gs5: = 0.044 " S pg "I Gs5 = 0.034 (PER EQUATION 123-5 OF ASGE 1-10) STRUCTURAL ENGINEER
<br /> 24, GGR) 02015 EDITION IAPMO UNIFORM MECHANICAL M.D.O. MEDIUM DENSITY OVERLAY
<br /> AUTO. AUTOMAT IG FIN. FINISH SGHED. SGHEDULE E-0.1 ELEGTRIGAL LEGEND, ABBREVIATIONS, 4 NOTES
<br /> CODE WITH 2016 CALIFORNIA AMENDMENTS) M.N. MAN HOLE Cs6 = 0.5 � Si Cs6= 0.029 (PER EQUATION 12.8-6 OF ASCE �-10)
<br /> FLR. FLOOR SERV. SERVICE E-1.1 ONE-LINE DIAGRAM, LOAD CALCULAT IONS 4 PANEL SCHEDULES
<br /> MACH. MACHINE R QROFESS/�
<br /> FOUND. FOUNDATION SHT. SHEET
<br /> 2016 CALIFORNIA PLUMB ING GODS (PART 5, TITLE BD. BOARD FRP. FIBERGLASS REINFORCED PANEL MAX. MAXIMUM S IM. S IMILAR I E-2.1 LIGHT ING PLAN
<br /> 24, GGR) (2015 EDITION IAPMO UNIFORM PLUMBING MECH. MECHANICAL
<br /> BLDG. BUILDING FT. FEET SL. SLIDING NO HORIZONTAL IRREGULARITIES E-3.1 POWER PLAN
<br /> CODE WITH 2016 GALIFORNIA AMENDMENTS) BLK. BLOCK MEMSMEMBRANE..
<br /> FTG. FOOT ING SPEC. SPEC IF IG,4T ION E-3.2 ELEGTRIGAL ROOF PL,4N
<br /> 2016 CALIFORNIA ENERGY GODS (PART 6, TITLE 24, CCR) BLK'G. BLOCKING MFR. MANUFACTURER NO VERIGAL IRREGULARITIES
<br /> SQ. SQUARE E-4.1 ELECTRICAL DETAILS No. 3602
<br /> BM. BEAM MIN. MINIMUM LOCATION OF BASE = FIN ISH FLOOR OF BUILD ING 1
<br /> STD. STANDARD E-4.2 LIGHTING CONTROL DIAGRAMS S
<br /> 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ST IF. PL. STIFFENER PLATE
<br /> CPART II, TITLE 24, CCR) BOT• BOTTOM MISC. MISCELLANEOUS
<br /> G.I. GALVANIZED IRON STOR. STORAGE ��
<br /> 2016 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR) C. .C. CALIFORNIA UI ING CO GA. GAUGE MTD. MOUNTED STRUCT. STRUCTURAL TEAM ROOM BUILDING DESCRIPTION:
<br /> BBUILDING DE
<br /> (2015 EDITION INTERNATIONAL FIRE CODE WITH G.B. CATCH BASIN GALV. GALVANIZED MTL. METAL
<br /> 201(o CALIFORNIA AMENDMENTS) G.C.R. CALIFORNIA CODE OF REGULATIONS GR. GR,4DE SINGLE STORY BUILDINGS WITH 11'-0"x12'-0" MODULES)
<br /> T 4 B TOP AND BOTTOM DATE STAMPED
<br /> G.E.F. CEILING ING EXHAUST FAN GYP. GYPSUM
<br /> 2016 CALIFORNIA REFERENCED STANDARDS CODE N NORTH T 4 G TONGUE AND GROOVE 66'-0" x 12'-0" - TEAM ROOM BUILDING •
<br /> (PART 12, TITLE 24, CCR) G.I. GAST IRON GYP. BD. GYPSUM BOARD T.O.B. TOP OF BLOCK
<br /> N.1-C. NOT IN CONTRACT T.O.G. TOP OF CURB OR CONCRETE JAN. 31 2020
<br /> G.J. CONSTRUCT ION JOINT OCCUPANT LOAD FACTOR = VARIES (SEE SHT. G0.12) ROOF COVERED AREA: 5,808 S.F.
<br /> NFPA 13, 2016 EDITION, THE INSTALLATION OF AUTOMATIC G.L. GHA IN LINKN.T.S. O O SCALE T.O.S. TOP OF SLAB CONSTRUCTION TYPE: v-B CONSTRUCTION TOTAL BLDG. AREA: 6,888 S.F.
<br /> SPRINKLER SYSTEMS, AS AMENDED C.O.T.G. CLEAN OUT TO GRADE N.B. NOSE BIB T.P.D. TOILET PAPER DISPENSER NO. NUMBER OCCUPANCY TYPE: E OCCUPANCY
<br /> NFPA 12, 2016 ED IT ION, NAT IONAL F IRE ALARM CODE, G.P. COMPLETE PENETRATION N.G. HOLLOW GORE TEL. TELEPHONE SHEAR WALL BUILDING (BOTH DIRECT IONS)
<br /> AS AMENDED CAB. CABINET N.D. HOT DIPPED O/ OVER THRESH. THRESHOLD
<br /> GER. CERAMIC TYP. TYPIGAL FLOOR LIVE LOAD: FLOOR LIVE LOAD: PROJECT IS A SLAB ON GRADE BU ILD ING 11 1- JJI All
<br /> NFPA 14, 2013 EDITION, INSTALLATION OF STANDPIPE, CHK. BD. GHIALK BOARD HD. WD. HARD WOOD O.C. ON CENTER
<br /> HORIZ, HORIZONTAL O.D. OUTSIDE DIMENSION OR DIAMETER ROOF LIVE LOAD: 20.0 PSF (reducible Ftributar area)
<br /> PRIVATE HYDRANT AND HOSE SYSTEMS GLG. GE IL ING reucor y DRAWN:
<br /> NFPA 24, 2016 EDITION, INSTALLATION OF PRIVATE COL. COLUMN HR. HOUR O.N. OVERHANG U_B_G. UNIFORM BUILDING CODE
<br /> HSS. HOLLOW STEEL SECTION OBS. OBSCURE SNOW LOAD: PROJECT IS NOT LOCATED IN A SNOW REGION
<br /> PPURTENANGES WOW
<br /> GONG. CONCRETE U.L. UNDERWRITERS LABORATORY
<br /> FIRE SERVICE MAINS AND THEIR A
<br /> CONT. CONTINUOS HT, HEIGHT O.F.G.I. OWNER FURNISHED AND U.O.N. UNLESS OTHERWISE NOTED PHOTOVOLTAIC(PV) SYSTEM = BUILDINGS ARE DESIGNED CHECKED:
<br /> HWH HEX WASHER HEAD CONTRACTOR INSTALLED FOR 3.0 PSF PV SYSTEM
<br /> 2010 (AMERICANS WITH DISABILITIES ACT, STANDARDS OPEN. OPENING WEIGHT OVER ENTIRE ROOF REVISIONS:
<br /> FOR AGGESSIBLE DESIGN) DEPARTMENT OF JUSTICE D.F. DRINKING FOUNTAIN OR DOUGLAS FIR I.G.G. INTERNATIONAL CODE COUNCIL OPP. OPPOSITE V.C.T. VINYL COMPOSITION TILE AREA
<br /> D.I. DRAIN INLET I.D. INSIDE DIMENSION OR DIAMETER VERT. VERTICAL FLOOD DESIGN DATA = PROJECT IS NOT LOCATED INA 01/03/20 DSA CORRECTIONS
<br /> D.S. DOWN SPOUT IN. INCH P.L. PROPERTY LINE FLOOD ZONE
<br /> DBL. DOUBLE INFO. INFORMATION P. LAM. PLASTIC LAMINATED
<br /> DET. DETA IL INSUL. INSULAT ION P.P. PART IAL PEENETRAT ION W. WEST
<br /> MMBI SYMBOLS • DIA. DIAMETER INT. INTERIOR P.S.F. POUNDS PER SQUARE FOOT W/O WITH OUT W/ WITH RISK G,4TEGORY TYPE IILPER GBG, PART 2, TABLE 1604,4.5
<br /> D IM. DIMENSION
<br /> P.S.I. POUNDS PER SQUARE INCH WC. WATER CLOSET WIND = 115 M.P.H. EXPOSURE "C"
<br /> DN. DOWN P.T.D.F. PRESSURE TREATED DOUGLAS FIR
<br /> DR. DOOR JAN. JANITOR PERF. PERFORATED W.H. WATER HEATER SITE GLASS = D
<br /> DRW'G. DRAWING W.P. WATER PROOF RELIABILITY / REDUNDANCY FACTOR PER ASCE 1 SEC, 12.3.4.2
<br /> WINDOW TYPE A ON OR DWG JST. JOIST PL. PLATE O W.S. WOOD SCREWS PLYWD. PLYWOOD P: = 1.0
<br /> FLOOR PLAN 4 SCHEDULE PORT. PORTABLE WD. WOOD Sc,: = 0.168(PER GEOTEGH REPORT) Fa: = 1.193 (PER GEOTEGH REPORT)
<br /> WSGT. WA INSGOAT DATE MAY 13 2019
<br /> E. EAST PR. PA IF, Sm-,; = Fa - 55 am_,=0-916 (PER GEOTECH REPORT) SDs: = 3' S Me, SDs= 0.610 (PER GEOTECH REPORT)
<br /> DOOR TYPE A ON E.J. EXPANSION JOINT PRE-FAB. PRE FABRICATED
<br /> O E.N. EDGE NAILING P.H. PANIC HARDWARE S is = 0.305 (PER GEOTEGH REPORT) F v: = 1.190 (PER GEOTEGH REPORT) JOB NO. 19720
<br /> FLOOR PLAN 4 SCHEDULE
<br /> E.S. EACH SIDE S Mi:= FV- S i S Mi= 0.546 (PER GEOTECH REPORT) an. = s• S Mi S Di = 0.364 (PER GEOTEGH REPORT)
<br /> E.W. EACH WAY SEISMIC DESIGN CATEGORY = D SHEET TITLE
<br /> R.A.G. RETURN AIR GRILL
<br /> REFERS TO NOTE NO. 3 R.B. RUBBER BASE 6 1.25
<br /> 0 EL: E
<br /> OR ELVATION
<br /> ELEV R.D. ROOF DRAIN R:= 6.5 (PER ,4ISG 1-10 TABLE 12.2-I CLINE 4.15)) COVER SHEET WITH
<br /> INDEX
<br /> ELECT. ELEGTRIGAL R.O. ROUGH OPENING
<br /> EQ. EQUAL R.W.L. RAIN WATER LEADER Cd= 4.0 (PER ,4ISG 1-10 TABLE 12.2-I CLINE 4.15))
<br /> REFERS TO DETAIL NOA EQU IP. EQUIPMENT RE INF. RE INFORG ING Qo:= 3.0 (PER A ISC 1-10 TABLE 12.2-1 (LINE A.15)) D E 51 G N LOAD 5
<br /> A-4 ON SHEET A-4 EXIST. EXISTING REQ'D REQUIRED
<br /> EXP, EXPANS ION RET. RETURN Gs2:= S Ds Gs2=0.111 (PER EQUAT ION 12.8-2 OF ASGE 1-10) BUILDING D ES C RI PT I 0 N
<br /> EXT. EXTERIOR RM. ROOM R
<br /> EXT ING. EXT INGU ISHER RWD. REDWOOD ICODE RE FE RE N C E5
<br /> 9
<br /> 991234 MODULE NO. 91234 T:= 0.02 • 1'3 T = 0.182
<br /> GS3== S pR C;5-3-- 0385 (PER EQUATION 12.8-3 °F ASGE 1-1°J
<br /> SOILS REPORT INFORMATION DEFERRED APPROVAL ITEMS:
<br /> 1 Cs5: = 0.044 " Sps 'I Gs5= 0.034 (PER EQUATION 12.8-5 OF ASGE 1-10) 1. ALUMINUM CURTAIN WALL SYSTEM, INCLUDING STOREFRONTS AND WINDOWS SHEET NO.
<br /> (FRAMING, GLAZING 4 ATTACHMENT TO STRUCTURE).
<br /> SEE THE GEOTECHNICAL ENGINEERING REPORT FOR TOK,4Y HIGH SCHOOL NEW CLASSROOM AND GYM C56 = 0.5 - Si Cso- 0.029 (PER EQUATION 12344 OF ASCE 1-10)
<br /> LODI, CALIFORNIA. PREPARED BY TERRACON CONSULTANTS, INC. : TARRAGON PROJECT NO. NA185132 R
<br /> DATED: OCTOBER 30, 2018. - NOTE:
<br /> AND I
<br /> TO
<br /> NO HORIZONTAL IRREGULARITIES FABRICATION OF DEFERRRED SUBMITTAL ITEMS SHALL NOT BE STARTED UNTIL CONTRACTOR'S
<br /> SEE THE GEOLOGIC HAZARD REPORT FOR TOKAY HIGH SCHOOL NEW CLASSROOM AND GYM DRAWINGS, SPECIFIGATIONS AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE
<br /> NO VERIGAL IRREGULARITIES INSTALLED HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR STRUCTURAL ENGINEER
<br /> LODI, CALIFORNIA. PREPARED BY TERRACON CONSULTANTS, INC. : TARRAGON PROJECT NO. NA185132 LOCATION OF BASE = FINISH FLOOR OF BUILDING OF RECORD AND APPROVED BY DSA.
<br /> Project Navigator F:\PROJECT FILES\TOKAY h.5\DWG\T0Awg 1/30/2020 4:07 PM DATED: JANUARY 30, 2019.
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