|
OVERALL FOOTAGES
<br />DESIGN CATEGORY
<br />Di
<br />TABLE 2304,9,1 FASTENING Sr--HEI-ULE
<br />.
<br />SNOW LOAD
<br />C•ONNECTION FASTENING
<br />ZONE
<br />CG
<br />1. Joist to sill or girder 3 f3 common (Z 112" x 0.131"I
<br />LOCATION
<br />GENERAL USE
<br />3-3" x 0.131" nails
<br />toenail
<br />3-3" 14 gage staples
<br />OCCUPANCY GROUP
<br />2. 63ridwng to joist 2.. 8d common (2 ill" X 0.131")
<br />OCCUPANT LOAD
<br />2-3" x 0.131" nails
<br />toenail each end
<br />2-3" 14 gage staples
<br />NUMBER OF FLOORS
<br />3. 1" x 8" Subfloor or less to each joist 2 - 85 corna oil (2 112" x 0.131 "}
<br />--
<br />4. Weer than 1" x 6" Subfloor to each oisl --
<br />f .3 - 8d common (2 V2" x 0.131 ")
<br />-
<br />face nail
<br />5.2" SURF'LOOR tojoist Ir girder 2- 160 common (3 112" x 0.162")
<br />face nail
<br />6. Sole piale Io joist or blocking-'
<br />I nd i3 V2' x 0 1351 at 13" o,c,
<br />blind and face nail
<br />3" x 0.131 " nails at 8" 0.C.
<br />typical face nail
<br />3" 14 gage staples at 12" o.c,
<br />ROOFTOP MECHANICAL. / MECHANICAL DETAILS
<br />Soic Plate to joist or blocking al braced wall ::"-i " x 0.135" al 16"
<br />ROOF DL
<br />panel
<br />0.
<br />4 -3"" x x 0.133 1 1" nails at 16"
<br />1
<br />braced wall panels
<br />_ 4-3" 14 gage staples per1 G"
<br />FLOOR DL
<br />7. Top 010 tostud �-
<br />2 -Md cam mal (3 112" x 0.162")
<br />FLOOR LL
<br />3-3" x D,13l" nails
<br />end nail
<br />_ _ 31 3" 14 gage staples
<br />HOOD DRAWINGS
<br />8. Stud to sole plate 4-8d common (2 1/2" x 0.1:31"}
<br />HOOD MOUNTING PLAN
<br />4-Y x 0,131" nails
<br />toenail
<br />. 3-3" 14 gage staplers
<br />GREEN BUILDING STANDARDS
<br />2-13d common (3 VT x 0,162")
<br />end nail
<br />3-3" x 0.131" nails
<br />GENERAL NOTES
<br />3-3" 14 gage staples
<br />BD.
<br />A, Double studs 16d (3 112" ;0 137) at 24" o.c,
<br />G. B.
<br />3" x 0.131" nail at a 0. C.
<br />Face nail
<br />3" 14 gape staple at 8" C.C.
<br />G.C.
<br />10. Dnuble top plates
<br />BILK.
<br />16d (3 112" x 0.135") na -r6" o.c.
<br />typical face (tail tap splice
<br />3" x 0.13 1" nail at 12" o.c.
<br />BLKG,
<br />3" 14 gage staple at 12" oc,
<br />GL.
<br />Double top plates 8- l6d nommen (3 112" x 0.16211)
<br />BM.
<br />12-3" x 0-131" nails
<br />GTP, BD.
<br />_ �._ 12-3" 14 gage staples
<br />B4O.S.
<br />pl . E3lockirlg between jnisls or rafters in top 3-8d Marrion {2 1/2"x 0,131"]
<br />plate,
<br />GWB•
<br />3-3" x 0.131 "Waifs
<br />tcenaii
<br />_ 3-3" 14 gage staples
<br />H.
<br />12. f31m joist to top plate 8d (2 112" x 4,13 f "} at t3" o.c,
<br />BS
<br />3" x 0.131° nail at 5" o.c-
<br />toenail
<br />__- 3" 14 gage staple at 6" 0.,.
<br />BOT.
<br />13. Top plates, laps and intersections 2-16d common 13 '112" x 0-162"j
<br />HC
<br />3 - 3" x 0,13 1" palls
<br />face nail
<br />3 -3" 14 gage staples
<br />HDW.
<br />14. Continuous header, trvo pieces I6d common (3 112" x 4.182") --
<br />C.1.
<br />-
<br />'15. Ceiling joists to plate 3 Sd commnn (' 1,2- 0.131"]
<br />16" o.c. along edge
<br />�-
<br />5-3" x 0.131" nails
<br />toenail
<br />5 - 3t" 14 gage staples
<br />HOl
<br />16,Continuous header to stud �q_ 8d common (2 112" x 0.131")
<br />C.T.
<br />17 Ceilirgjoists, lat,s 0verpar6tions 16d
<br />316d coalman (3 112" x 0.1621) minimum:
<br />Section 2308.10 Table 230&_10.4.11
<br />toenail
<br />face nail
<br />.4 ,1, Table 2-308.10.4.1
<br />CAB.
<br />4- 3" x 6.1 31 " 11:311
<br />HT.
<br />._ 4- 3" 14 gage staples
<br />X18.
<br />CD
<br />Ceiling joists to parallel rafterssBE:
<br />( 3- (3 112" x 0.162") minimum,
<br />Section 2308,10,4.1, 'Table 2308.10.4.1)
<br />face nail
<br />100
<br />Tableble 2308 308,1C1A.1
<br />CEM,
<br />4- 3" x {1.131" nails
<br />TH
<br />4- 3" 14 page staples
<br />CER.
<br />19_Rofter to plate 3- tad common (2 1,2" x 0.131") minimum,
<br />(s
<br />(,see Section 2308.10.1, Table 2308.10 'I
<br />toenail
<br />) 3- x
<br />3" 0.131" nails
<br />CFM
<br />3- 3" 14 gage staples
<br />ID
<br />20.9 °diagonal brace to each surd and plate 2- Bid common (2 112" x 0.13 1 ")
<br />CG
<br />2- 3" x 0.131 11nails
<br />face nail
<br />3 - 3" 14 gage staples
<br />CJ
<br />2'1.1" x 8" sheathing to each bearing 3-8ct common (2 112" x 0131"}
<br />INCAND.
<br />22. Wider than 1" x 8" sheathingio each bearin 3_
<br />_ g 8d common (2 112" x 0.131 ")
<br />face nail
<br />23, Built-up corner studs 164 common {3 1/2"x q.162")
<br />face nail
<br />3" x 0,131" nails
<br />24" o -c.
<br />3" 14 gage staples
<br />16" o
<br />16" ox
<br />24, auill-up girder and beams 20d common (4" x 0.1 92") 32" o.c.
<br />-
<br />3" x 0.131" nail at 24" o c,
<br />face nail at top and bottom staggered
<br />3" 14 gage staple at 24" o -c,
<br />on opposite sides
<br />2- 20d common (4" x 0,192")
<br />3-3" x 0.131" nails
<br />face nail at ends and at each splice
<br />3-3" 14 gage staples
<br />CMU.
<br />25. 2" planks 16d common (3 tl2" x 0.162")
<br />JT.
<br />Collar tie to rafter
<br />3- IOd common (3" x 0.148")
<br />at each bearing
<br />4-3" x 0.131" nails
<br />face nail
<br />_ 4 - 3" 14 gage staples
<br />COL.
<br />27, Jark rafter to hip 3- IOd Common (3" x 0.14811)
<br />LAM.
<br />4-3" x 0.131" nails
<br />toenail
<br />4- 3" 14 gage staples
<br />LAV
<br />2-16d common (3 112" x 0.162")
<br />face nal!
<br />3-3" x 0.131" nails
<br />LBS
<br />3 3" 14 gage staples
<br />CONT,
<br />28. Roof rafter to 2 -by ridge beans 2 - 16d common (3 112" x 0.162")
<br />LF
<br />3 - 3" x U 131" nails
<br />toenail
<br />3 3" 14 gage staples
<br />LG'
<br />2- 164 connrrion (3 112" x 0.162")
<br />face nal!
<br />3 - 3" x 0.131" nails
<br />LH.
<br />3 3" 14 gage staples
<br />CR
<br />29. Joist to band joist 3- 16d common (3 112" x 0-162')
<br />Ll
<br />4- 3" x 0,131"nails
<br />face nail
<br />_ 4-3" 14gagFstaples
<br />LLV
<br />30, Ledger strip 3 - 16d common (3 112" x 0,162")
<br />CU
<br />4- 3" x 0.131" nails
<br />face nail
<br />4-3" 14 gage staples
<br />CW
<br />31. Wood structural panels and particleboard and less Gd
<br />subfloor, root and wall sheathing
<br />LT
<br />to flaming
<br />2/" x 0.113" nail
<br />D
<br />1 %" x 16 gage
<br />LGT.
<br />'%" to %" 8d or 5d
<br />DBL
<br />2 6" x 0.113" Waif
<br />LW
<br />2" 16 gage
<br />DEMO
<br />r r", 85
<br />MAS,
<br />I Od or Fad
<br />DET.
<br />Single flcxrrdconlb'matioa
<br />MATL.
<br />6d
<br />subfloor-undeday(nent to framing) /- m ;- 8d
<br />DF
<br />Po 1� • I Od or 8d
<br />MAX'
<br />32 Panel siding (to framing) --�"
<br />%" or less 6d
<br />DIA., o
<br />to 1" 8d
<br />MECH.
<br />33 -Fiberboard shealtling �-�
<br />DIAG.
<br />No. 11 gage roofing nail
<br />MED-
<br />6d common nail (2" x 0.113"}
<br />DIFF.
<br />No. 16 gage staple
<br />MEMB
<br />No 13 gage roofing nail
<br />DIM,
<br />8d common nail (2Y" x 0.131 ")
<br />MEZZ
<br />34 Interior paneling �� No. 16 gage staple
<br />DN.
<br />/ 4d
<br />MFR.
<br />6d
<br />D. 0,
<br />FASTENERS FOR PRPSSLJRE-PRlSERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED GALVANIZED
<br />MIN'
<br />s-rEEL, STAINLESS STEEL,
<br />SILICON, BRONZE OR COPPI=R. EXCEPTION BEING f" OR GREATER STEEL BOLTS
<br />1:01 SI: I inch = 25.4 nun.
<br />DOWNSPOUT
<br />d. (�'or onoll or hila Il nils aro pc ri111ited Io bo tlSod ex Ccpt 55'I,L`I'C OIlt�ftl+13C 5Ldl �({,
<br />MISCELLANEOUS
<br />h. nails Spaced "it 6 InlhuS on cenT, I at edges, 12 1llc-hes at Iilternl�dldle 9LfppOflS oxcepl
<br />G inches at suM1011S WIl spans 48 inches
<br />DETAIL
<br />ai,; or more. For nailing of
<br />MOULDING
<br />Wnlld StrIIC,L11l,I Iwil l and particleho;ird d,aphragml and 911val. FVrilt$, rote. Ir) S'cctiUn 230'S,
<br />Nails for Wall
<br />DOOR
<br />shcathiag ilry Fcr[ttilied In be conttninn, hcrx rn
<br />MASONRY OPENING
<br />casing.
<br />DRAWING
<br />C, Conlmox l r)I deformol shr,nk (6(1-2" x 0.1 13"; 8d - "/n" x0,13 1 ": 10d -3" {1.148" ).
<br />d.
<br />MODIFIED
<br />.x
<br />Comnnon (6d-2" x U.I 13" : 8d - 2 Irl" x 0.131" ; lod -:3" x 0.148").
<br />EXISTING
<br />c. Deformed shank {Gel -2" .x 0.1 13" ; &I - 2 I r2" x 0.131 " ; IOd -3" x ().148"j.
<br />MOISTURE RESISTANT
<br />f. C'orrosioll-resistalit sng (6d- 4 7/8"x (Y.10611 ; 8d- 2 318^ x O,I28") or casing
<br />EAST
<br />{fid -2" x 0.099" ; 8d - 2 112' x O.1 l3") nail.
<br />GYPSUM BOARD
<br />g. Fasteners spaced 3 inches on cenler at exterior edges and (i inchUs on cenler at internledialc
<br />EACH
<br />91.11)]1011S. when used a', trsiclural sheathing. Spacing shall he 6lnclles Ott cenler on the edges nod
<br />12 Inches oil Centel -at
<br />MOUNTED
<br />Irverll1BdlaiC Lli7 l'[S for 110115t1'n CAural applicia10115.
<br />h. ( OirLlsioll-re41,Slmii 1-wi Ino 11.IIIS Wilh 71,16-lilcli-dl$Illotef
<br />EXPANSION BOLT
<br />head and I I/2 -Inch fenuth lir 1/2 -inch
<br />sheathing and 13/4 -inch Icrl; lh fur 25/3? -inch sheathil,g.
<br />METAL
<br />COnnsion-r siitt,nt staple, with nominal 7/1 6 -inch crown and I i18-jllch 10n9t11 for 1!2 -inch
<br />EXTERIOR INSULATION
<br />she;ilullg an,d ] _ lellgth foo 25132-incll sheathing. I'anel supports at 16 inches {20 incises ifstr'ength
<br />in
<br />MULLION
<br />axis the Ion. lirectirttl ofthe panel, Unless uthel'WiSu noted),
<br />FINISH SYSTEM
<br />Casing (I lit" x 0.080") or finish (1 112" x 0.072") bails spaced t} inches 011 pdn�d edg,:s, I2 inches at
<br />intirrntediate supports.
<br />MILLWORK
<br />k. i'anel supports at 24 inches. C'gsing or Finish nails spaced 6 inches nn panel edgcs, 12 inches at
<br />intermediate supports.
<br />EXPANSION JOINT
<br />t. For roof sheathing applications_ 8d Waifs (2 112" x 0.1 l3') are the nninimlun IL'Cluired Ibr-
<br />NEW
<br />stttictural panels. annd
<br />ELEVATION (FLOOR)
<br />Ill. Staples shall lim C a mill" 111.1111 CrOW11 %%idth of 7116 inch.
<br />NORTH
<br />n. I'or roof shealhiog ajtplicatinps, f�sleltcrs spaced 4 inches On center at edges, S inches al
<br />ELEVATION
<br />ulfermediate supperfs.
<br />NATURAL
<br />n. I'asleners spaced 4 Inches lin Center at odges, 8 inches all 1Rtel'ntG'dlatE suppClfls fpl'.tini)floOl'
<br />ELECTRICAL.
<br />and wall sheathing and .i inches nn center ;1l edges. G inches at ipYorulediatc supports fi,r
<br />NOT IN CONTRACT
<br />rooPsheatlljltg.
<br />EMERGENCY
<br />11. I'askmm spaced 4 InuhcS k)I1 Cclltei al Cdf?eS, S Indies at 1l,tL'.rino(liate mipporiii.
<br />NUMBER
<br />OVERALL FOOTAGES
<br />DESIGN CATEGORY
<br />Di
<br />WIND FACTOR
<br />110 MPH
<br />SNOW LOAD
<br />N/A
<br />ZONE
<br />CG
<br />CAL. GREEN REQUIREMENTS
<br />MANDATORY
<br />GENERAL USE
<br />COMMERCIAL
<br />CONSTRUCTION TYPE
<br />TYPE VB
<br />OCCUPANCY GROUP
<br />M
<br />OCCUPANT LOAD
<br />N/A
<br />RISK CATEGORY
<br />ll
<br />NUMBER OF FLOORS
<br />SHEET -E1
<br />SHEET
<br />FOUNDATION TYPE
<br />SLAB
<br />PLATE HEIGHT
<br />14 FT.
<br />SPRINKLERS REQUIRED
<br />NO
<br />FIRE RATING
<br />N/A
<br />STRUCTURAL MATERIAL TYPE
<br />SHEET -M2
<br />ROOFTOP MECHANICAL. / MECHANICAL DETAILS
<br />WOOD
<br />ROOF DL
<br />15
<br />ROOF LL
<br />20
<br />FLOOR DL
<br />15
<br />FLOOR LL
<br />40
<br />GENERAL NOTES
<br />THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM
<br />TO THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE AS ADAPTED AND
<br />AMENDED BY THE CITY OF STOCKTON, ALONG WITH THE CCR. HANDICAP
<br />REQUIREMENTS, AMERICANS WITH DISABILITIES AND OTHER CODES. IN CASES
<br />WHERE REQUIREMENTS CONFLICT, THE MOST RESTRICTIVE REQUIREMENTS
<br />SHALL BE USED.
<br />THE TERM ENGINEER AS USED IN THESE DOCUMENTS REFERS TO:
<br />WARD ENGINEERING
<br />MATT WARD
<br />209-263-1382
<br />THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF
<br />PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING
<br />PERMIT. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL
<br />VERIFY L
<br />RIOR TO THE
<br />BEGINNING OF' CON �RUCTION AND IRI PORT ONS I,MMEDIAT THE �YSANYITEPDISCREPANCIES TO
<br />THE ENGINEER.
<br />CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD
<br />CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN
<br />BEFORE PROCEEDING WITH CONSTRUCTION, IF THERE ARE ANY QUESTIONS
<br />REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS
<br />RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ENGINEER BEFORE
<br />PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.
<br />THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL
<br />SUBCONTRACTORS PER REQUIREMENTS ESTABLISHES BY THE OWNER, TENANT, OR
<br />BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT,
<br />OR BOTH,
<br />THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER
<br />D JOB
<br />ENGINEER
<br />CONSTRUCTIONDRAWINGS. ANY TDISCREPANCY PBETWEEN ATO
<br />HESE DOCUMENTS
<br />SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
<br />CLARIFICATION.
<br />THE INTENT FOR DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR
<br />VATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK
<br />SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT
<br />EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS, ALL FINISH MATERIALS AND
<br />COLORS ARE TO BE APPROVED BY OWNER OR TENANT WHERE NOT SPECIFIED IN
<br />THIS SET OF PLANS,
<br />PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE
<br />EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON
<br />FILE WITH THE AGENCY HAVING JURISDICTION, IN COMPLIANCE WITH SECTION 3800
<br />OF THE CALIFORNIA LABOR CODE.
<br />THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY
<br />F
<br />SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE ORNTHAT
<br />WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE, AND THE
<br />ENGINEER WHERE SUCH CHANGES REQUIRE A REVISION TO ANY DOCUMENTS
<br />SUBMITTED TO ANY AGENCY HAVING JURISDICTION IN ORDER TO OBTAIN FINAL
<br />INSPECTION AND APPROVAL OF THE PROJECT AS SPECIFIED ON THIS SET OF
<br />PLANS, THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR
<br />ORDERS OF MATERIALS AND EQUIP,
<br />ANY WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DRAWINGS, WITHOUT THE
<br />PRIOR APPROVAL, OF THE OWNER AND THE ENGINEER SHALL BE CORRECTED A
<br />THE CONTRACTORS EXPENSE,
<br />INSTALL ALL PRE MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN
<br />STRICT ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS.
<br />PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS
<br />PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO
<br />THE DEPARTMENT OF BUILDING SAFETY STATING THAT ALL WORK HAS BEEN
<br />PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND
<br />SPECIFICATIONS AFFECTING NON-RESIDENTIAL CONSTRUCTION,
<br />NO CONTINUOUS CONSTRUCTION OBSERVATION BY THE ENGINEER IS TO BE
<br />PROVIDED UNDER THE TERMS OF THIS CONTRACT INCLUDING COMPLIANCE
<br />WITH THE CALIFORNIA GREEN BUILDING STANDARDS AS ADOPTED BY THE
<br />AGENCY HAVING JURISDICTION OVER THIS PROJECT- IN ADDITION, NO "AS
<br />BUILD" DRAWINGS OR PLAN AMENDMEN'T'S FOR ANY REASON ARE INCLUDED
<br />UNDER 'll TERMS OF THIS CONTRACT.
<br />THIS SET OF PLANS IS PREPARED FOR:
<br />O P'
<br />SEE FIRE, LIFE, SAFETY PLAN ON SHEET -A3
<br />TOTAL OCCUPANTS
<br />EXITING
<br />- - - . -, "Ir L -I c I T rL_EAIN UN SHEET -'A3
<br />47
<br />SCOPE OF WORD
<br />1. 3,226 sq. ft. tenant improvement for Potters Deli & Bakery
<br />2. Install code compliant path or travel to the public way, per plan,
<br />3. Modify restroom to comply with current accessibility codes.
<br />BUILDING CODE COMPLIANCE
<br />2019 CALIFORNIA BUILDING CODE
<br />2019 CALIFORNIA ELECTRIC CODE
<br />2019 CALIFORNIA MECHANICAL CODE
<br />2019 CALIFORNIA PLUMBING CODE
<br />2019 CALIFORNIA FIRE CODE
<br />2019 CALIFORNIA GREEN CODE
<br />2019 CALIFORNIA ENERGY CODE
<br />2019 CALIFORNIA HISTORICAL CODE
<br />2019 CALIFORNIA EXISTING BUILM2019 CALIFORNIA REFERENCED S fANDARD CODE
<br />ARCHITECT -URAL --- -- ------ -- - -----
<br />SHEET -T1
<br />TITLE SHEET
<br />SHEET -A1
<br />SITE PLAN
<br />SHEET -A2-
<br />EXISTING FLOOR PLAN
<br />SHEET -A3-
<br />PROPOSED FLOOR PI AN
<br />SHEET -A4
<br />FIRE, LIFE SAFETY PLAN
<br />SHEET -A5-
<br />DOOR SCHEDULE
<br />SHEET -A6
<br />PARTITION DETAILS
<br />SHEET -A7 --
<br />REFLECTED CEILING PLAN
<br />SHEET -A8
<br />ACOUSTIC CEILING DETAILS
<br />ELECTRICAL
<br />A.H.U.
<br />SHEET -E1
<br />SHEET
<br />ELECTRIC LEGEND, ONE LINE, PANEL SCHEDULE
<br />-E2
<br />LIGHTING PLAN
<br />SHEET -E3
<br />ELECTRIC PLAN
<br />MECHANICAL
<br />ALUM.
<br />SHEET -M1 --
<br />MECHANICAL PLAN
<br />SHEET -M2
<br />ROOFTOP MECHANICAL. / MECHANICAL DETAILS
<br />SHEET -M3------
<br />HOOD DRAWINGS
<br />SHEET -M4
<br />HOOD MOUNTING PLAN
<br />PLUMBING
<br />F. S,
<br />SHEET -P1
<br />MECHANICAL PLAN
<br />SHEET -P2-
<br />ROOFTOP MECHANICAL/ MEC
<br />MECHANICAL DETAILS
<br />SHEET -P3
<br />HOOD DRAWINGS
<br />SHEET -P4-
<br />HOOD MOUNTING PLAN
<br />GENERAL
<br />O
<br />SHEET -21
<br />GREEN BUILDING STANDARDS
<br />SHEET -22 -
<br />GREEN BUILDING STANDARDS
<br />SHEET -23
<br />GENERAL NOTES
<br />3
<br />SAN JOAQUIN COUNTY
<br />;.ENVIRONMENTAL HEALTH DEPARTMENT -
<br />1868 E. HAZELTON AVE.
<br />STOCKTON, CA 95205
<br />(209) 468-342,0
<br />'0 Approved
<br />&Approveij with changes: See R6marks
<br />El Disapproved; Seliq Remarks
<br />Remarks,f�.�c�`�OY!
<br />)-Zl SJT, ; ctitJ i I
<br />r _
<br />Date ,- By
<br />Approval extends only to that rs shown and described
<br />hereon and: aloes not author or approve any omission or,
<br />deviation from require rneiiis of state laws or local ordinances.
<br />VICINITY MAP
<br />NO SCALE
<br />ABBREVIATIONS
<br />A,B
<br />ANCHOR BOLT
<br />OPP
<br />OPPOSITE
<br />A/C
<br />AIR CONDITIONING
<br />Fl
<br />FOUNDATION
<br />ACOUST
<br />ACOUSTICAL
<br />F. E,
<br />FIRE EXTINGUISHER
<br />A. F, F.
<br />ABOVE FINISH FLOOR
<br />FEC-
<br />FIRE EXTINGUISHER CABINET
<br />AHJ
<br />AUTHORITIES HAVING JJRISDICTIN
<br />FIN'
<br />FIXT.
<br />FINISH
<br />A.H.U.
<br />AIR HANDLING UNIT
<br />PSF,
<br />FIXTURE
<br />ALT.
<br />ALTERNATE
<br />FL.
<br />FLOOR
<br />ALUM.
<br />ALUMINUM
<br />FLUOR.
<br />FLUORESCENT
<br />ANDD.
<br />ANODIZED
<br />F/O
<br />FACE OF
<br />ADPL.
<br />APPLIQUE
<br />F. S,
<br />FLOOR SINK
<br />APPROX.
<br />APPROXIMATELY
<br />FT
<br />FOOT, FEET
<br />ARCH,
<br />ARCHITECTURAL
<br />FTG.
<br />FOOTING
<br />O
<br />AT
<br />GA_
<br />GAUGE; GYPSUM ASSOC,
<br />A.S.L.
<br />ABOVE SEA LEVEL
<br />GALV.
<br />GALVANIZED
<br />BD.
<br />BOARD
<br />G. B.
<br />GRAS BAR
<br />BLDG.
<br />BUILDING
<br />G.C.
<br />GENERAL CONTRACTOR
<br />BILK.
<br />BLOCK
<br />GEN.
<br />GENERAL
<br />BLKG,
<br />BLOCKING
<br />GL.
<br />GLASS/GLAZING: GLUE
<br />BM.
<br />BEAM
<br />GTP, BD.
<br />GYPSUM BOARD
<br />B4O.S.
<br />BOTTOM OF STEEL
<br />GWB•
<br />GYPSUM WALL BOARD
<br />BRG,
<br />BEARING
<br />H.
<br />HIGH
<br />BS
<br />BOTH SIDES
<br />H. B.
<br />HOSE BIB
<br />BOT.
<br />BOTTOM
<br />HC
<br />HANDICAPPED
<br />B,U.R.
<br />BUILT UP ROOF
<br />HDW.
<br />HARDWARE
<br />C.1.
<br />CAST IRON
<br />l
<br />HOLLOW METAL
<br />C.J,
<br />CONTROL JOINT
<br />HOl
<br />HORIZONTAL
<br />C.T.
<br />CERAMIC TILE
<br />H. P,
<br />HIGH POINT
<br />CAB.
<br />CABINET
<br />HT.
<br />HEIGHT
<br />CD
<br />CEILING DIFFUSER
<br />H,V.A.C.
<br />HEATING VENTILATING &
<br />CEM,
<br />CEMENT(ITIQUS)
<br />TH
<br />AIR CONDITIONING
<br />CER.
<br />CERAMIC
<br />HW
<br />HOT WATER
<br />CFM
<br />CUBIC FEET PER MINUTE
<br />ID
<br />INSIDE DIAMETER
<br />CG
<br />CORNER GUARD
<br />IN
<br />INCH
<br />CJ
<br />CONTROL JOINT
<br />INCAND.
<br />INCANDESCENT
<br />CK
<br />CAULK
<br />INCL
<br />INCLUDE(ING)
<br />(
<br />CENTER LINE
<br />INSUL.
<br />INSULATION
<br />CL.
<br />CLEAR
<br />INT•
<br />INTERIOR, INTERMEDIATE
<br />CLG.
<br />CEILING
<br />JB
<br />JUNCTION BOX
<br />CMU.
<br />CONCRETE MASONRY UNIT
<br />JT.
<br />JOINT
<br />CO
<br />CLEAN OUT
<br />LAB
<br />LABORATORY
<br />COL.
<br />COLUMN
<br />LAM.
<br />LAMINATED
<br />CONC.
<br />CONCRETE
<br />LAV
<br />LAVATORY
<br />CONST.
<br />CONSTRUCTION
<br />LBS
<br />POUNDS
<br />CONT,
<br />CONTINUOUS
<br />LF
<br />LINEAR FEET
<br />CONTR.
<br />CONTRACTOR
<br />LG'
<br />LONG, LARGE
<br />CPT.
<br />CARPET
<br />LH.
<br />LEFT HAND
<br />CR
<br />CHAIRRAIL
<br />Ll
<br />LONG LEG HORIZONTAL
<br />CSK
<br />COUNTERSUNK
<br />LLV
<br />LONG LEG VERTICAL
<br />CU
<br />CONDENSING UNIT
<br />L. P.
<br />LOW POINT
<br />CW
<br />COLD WATER
<br />LT
<br />LIGHT
<br />D
<br />DEPTH; DEEP
<br />LGT.
<br />LIGHTING
<br />DBL
<br />DOUBLE
<br />LW
<br />LIGHT WEIGHT
<br />DEMO
<br />DEMOLITION
<br />MAS,
<br />MASONRY
<br />DET.
<br />DETAIL
<br />MATL.
<br />MATERIAL
<br />DF
<br />DRINKING FOUNTAIN
<br />MAX'
<br />MAXIMUM
<br />DIA., o
<br />DIAMETER
<br />MECH.
<br />MECHANICAL
<br />DIAG.
<br />DIAGONAL
<br />MED-
<br />MEDIUM
<br />DIFF.
<br />DIFFUSER
<br />MEMB
<br />MEMBRANE
<br />DIM,
<br />DIMENSION
<br />MEZZ
<br />MEZZANINE
<br />DN.
<br />DOWN
<br />MFR.
<br />MANUFACTURER
<br />D. 0,
<br />DOOR OPENING
<br />MIN'
<br />MINIMUM
<br />D. S,
<br />DOWNSPOUT
<br />MISC-
<br />MISCELLANEOUS
<br />DTL.
<br />DETAIL
<br />MLDG
<br />MOULDING
<br />DR.
<br />DOOR
<br />M.O.
<br />MASONRY OPENING
<br />DWG-
<br />DRAWING
<br />MOD
<br />MODIFIED
<br />(E)
<br />EXISTING
<br />M.R.G.B.
<br />MOISTURE RESISTANT
<br />E
<br />EAST
<br />GYPSUM BOARD
<br />EA.
<br />EACH
<br />MTD
<br />MOUNTED
<br />E. B.
<br />EXPANSION BOLT
<br />MTL,
<br />METAL
<br />EiFS
<br />EXTERIOR INSULATION
<br />MULL
<br />MULLION
<br />FINISH SYSTEM
<br />MLWK
<br />MILLWORK
<br />E.J.
<br />EXPANSION JOINT
<br />(P)
<br />NEW
<br />EL
<br />ELEVATION (FLOOR)
<br />N
<br />NORTH
<br />ELEV.
<br />ELEVATION
<br />NAT
<br />NATURAL
<br />ELEC,
<br />ELECTRICAL.
<br />N.I.C.
<br />NOT IN CONTRACT
<br />EMER,
<br />EMERGENCY
<br />ND., #
<br />NUMBER
<br />ENG.
<br />ENGINEER
<br />NOM
<br />NOMINAL
<br />EQ.
<br />EQUAL
<br />NTS
<br />NOT TO SCALE
<br />EQUIP.
<br />EQUIPMENT
<br />0/A
<br />OVERALL
<br />E/W
<br />EACH WAY
<br />OFCI
<br />OWNER FURNISHED
<br />EWC
<br />ELECTRIC WATER HEATER
<br />CONTRACTOR TO INSTALL
<br />EXH,
<br />EXHAUST
<br />O.F.D.
<br />OVERFLOW DRAIN
<br />EXIST.
<br />EXISTING
<br />0/H
<br />OVERHEAD
<br />EXP,
<br />EXPOSED (CONSTRUCTION), EXPANSION
<br />OUT TO OUT
<br />EXT.
<br />EXTERIOR
<br />O/0
<br />ON CENTER
<br />F. 0.
<br />FLOOR DRAIN
<br />OD
<br />OUTSIDE DIAMETER
<br />tett'
<br />I
<br />OPNG.
<br />OPENING
<br />OPP
<br />OPPOSITE
<br />(P)
<br />PROPOSED
<br />LINT
<br />PANT
<br />PARTN
<br />PARTITION
<br />PC, L
<br />PIECE/PRECAST
<br />PL., P
<br />PLATE
<br />PLAS.
<br />PLASTER, PLASTIC
<br />PLYWD.
<br />PLYWOOD
<br />PNL
<br />PANEL
<br />PTD.
<br />PAINTED
<br />PSF,
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />PT
<br />PRESSURE TREATED
<br />PR
<br />PAIR
<br />QUAN,
<br />QUANTITY
<br />R
<br />RISER
<br />RA
<br />RETURN AIR
<br />RAG
<br />RETURN AIR GRILL
<br />RAD
<br />RADIUS
<br />R.D.
<br />ROOF DRAIN
<br />REC
<br />RECESSED
<br />REF
<br />REFERENCED
<br />REFR
<br />REFRIGERATOR
<br />REINI=.
<br />REINFORCING
<br />READ,
<br />REQUIRED
<br />RESIL,
<br />RESILIENT
<br />REV
<br />REVISION, REVERSE
<br />RH
<br />RIGHT HAND
<br />RM,
<br />ROOM
<br />ROW
<br />RIGHT OF WAY
<br />R.O,
<br />ROUGH OPENING
<br />RQMTS.
<br />REQUIREMENTS
<br />RTU
<br />ROOF TOP UNIT
<br />R.W.L.
<br />RAIN WATFR LEADER
<br />SC
<br />SOLID CORE
<br />SCHD
<br />SCHEDULE
<br />SEAL
<br />SEALANT
<br />SEC
<br />SECTION
<br />SF
<br />SQUARE FEET, STOREFRONT
<br />SHT.
<br />SHEET
<br />SHTG
<br />SHEATHING
<br />SIM.
<br />SIMILAR
<br />SL
<br />SLIDING
<br />S.M.S.
<br />SHEET METAL SCREWS
<br />SPECS
<br />SPECIFICATIONS
<br />SQ
<br />SQUARE
<br />S.S.
<br />STD.
<br />SERVICE SINK, STAINLESS STFFL
<br />STANDARD
<br />STL
<br />STEEL
<br />STOR
<br />STORAGE
<br />STRUCT.
<br />STRUCTURAL
<br />SUSP.
<br />SUSPENDED
<br />T
<br />TREAD
<br />T&B
<br />TOP & BOTTOM
<br />TEL
<br />TELEPHONE
<br />T/0
<br />TOP OF
<br />T,O.M.
<br />TOP OF MASONRY
<br />T.O.S.
<br />TOP OF STEEL
<br />TH
<br />THICK(NESS)
<br />Tyl
<br />TYPICAL
<br />UC
<br />UNDERCUT
<br />UL
<br />UNDERWRITERS LABORATORY
<br />U.N,O.
<br />UNLESS NOTED OTHERWISE
<br />UON
<br />UNLESS OTHERWISE NOTED
<br />UR
<br />URINAL
<br />V
<br />VOLT
<br />VCT.
<br />VINYL COMPOSITION TILE
<br />VB
<br />VAPOR BARRIER
<br />VENT
<br />VENTILATION
<br />VERT
<br />VERTICAL
<br />VIF
<br />VERIFY IN FIELD
<br />W
<br />WIDTH; WASTE; WEST; WIRE
<br />W/
<br />WITH
<br />WB
<br />WOOD BASE
<br />W.C,
<br />WATER CLOSET
<br />WD.
<br />WOOD
<br />WT
<br />WEIGHT
<br />W/H
<br />WATER HEATER
<br />WTR
<br />WATER
<br />W/1
<br />WITHIN
<br />W/o
<br />WITHOUT
<br />WWM
<br />WELDED WIRE MESH
<br />WWF.
<br />WELDED WIRE FABRIC
<br />BUILDING OWNER
<br />BU DLDL if NG DEPARTMENT
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<br />JEFF & PAUL CANEPA
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<br />NAMMF:
<br />VCITY
<br />OI- S�OC,KTON
<br />®
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<br />ADDRESS:
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<br />425 N. ELDORADO ST,
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<br />ST'OCKTON, CA 93202
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<br />NAME:
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<br />PHONE_
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<br />209-937---8561
<br />BUILDING OWNER
<br />TENANT
<br />NAME:
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<br />JEFF & PAUL CANEPA
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<br />ADDRESS:
<br />L
<br />609 PORTER ST.
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<br />7055 RICHMOND AVE.
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<br />STOCKTON, CA 95207
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<br />PHONE:
<br />L.L
<br />209-609-9584
<br />TENANT
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<br />NAME:
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<br />SU COCINA
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<br />ADDRESS:
<br />L
<br />609 PORTER ST.
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<br />STOCKTON, CA 95207
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<br />PF -I -ON E:
<br />L LI
<br />209--609-9584
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<br />LIC. # Q '- G
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<br />NAME:
<br />CONSTRUCTION SITE
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<br />JM COMMANDER
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<br />ADD ESS:.-,--~
<br />Z1827
<br />ROSELAWN AVE.
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<br />STOCKTON, CA 95204
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<br />PHONE:
<br />209-808-9594
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<br />PHONE:
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<br />209-601 -7063
<br />CONSTRUCTION SITE
<br />SITE ADDRESS-,
<br />609 PORTER ST.
<br />STOCKTON, CA 95207
<br />.SITE... APIC-
<br />081 360-05
<br />DRAWN 8Y:
<br />LDP
<br />FILE NAME.
<br />20-1114-PORTER-609-wFOOD- MARKET
<br />DRAW l SCALE:
<br />N/A
<br />1L
<br />
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