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TABLE 2304.9.1 FASTENING SCHEDULE
<br /> VICINITY MAP £
<br /> CONNECTION FASTENING LOCATION V
<br /> 1.Joist to sill or girder 3-8dcommon(21/2"x0.131") toenail OVERALL FOOTAGES THIS SET OF PLANS IS PREPARED FOR: NO SCALE W Z C
<br /> 3-3"x 0.131"nails
<br /> 3-3"14 gage staples Z f n (02.Bridging to joist 2-8d common(2 1/2"X 0.131") toenail each end u Q
<br /> 2-3"x
<br /> 14gagestap EXISTING SUITE 3221-A 868 SQ. FT. m `!
<br /> 2-3"14 gage staples - u,
<br /> 2
<br /> 3.1"x 6"Subfloor or less to each joist 2-Sd common(2 1/2"x 0.131"> face nail EXISTING SUITE 3221-B 951 SQ. FT. YUMMY DONUTS AJ Bart De ��° 4)
<br /> 4.Wider than 1"x 6"Subfloor to each joist 3-8d common(2 1/2"x 0.131") face nail W a
<br /> 5.2"SUBFLOOR to joist or girder 2-16d common(3 1/2"x 0.162") blind and face nail SUITES A & B COMBIGNED 1,819 SQ. FT. £
<br /> 6.Sole plate to joist or blocking 16d(3 1/2"x 0.135)at 16"o,c. typical face nail Q
<br /> 3140.131
<br /> gag nails staples
<br /> " 3221 W. HAMMER LN. STE. A&B drniral 0
<br /> 3"14 gage staples at 12"o.c.
<br /> fn
<br /> Sole plate to joist or blocking at braced wall 3"-16d(3 1/2"x 0.135")at 16" braced wall panels STOCKTON, CA 95209 J
<br /> panel 4 x 1"nails at W
<br /> 4-33"" gag 14 gage staples perer 16"
<br /> 7.Top plate to stud 2-16d common(3 1/2"x 0.162") end nail PHONE: 209-636-8909
<br /> 3-3"x 0.131"nails ++
<br /> Sandman Park.
<br /> 3-3"14 gage staples _ n
<br /> 8. Stud to sole plate 4-8d common(2 1/2"x 0.131") toenail C ^ N
<br /> �•' 1n N
<br /> E9
<br /> 4-3"x 0.131"nails t0
<br /> 3-3"14 gage staples DESIGN CRITERIA OCCUPANT LOAD - In E
<br /> InO
<br /> 3255 Vd Harnmer
<br /> 2-16d common(3 1/2"x 0.162") end nail Ln, Stock...2L 0 O
<br /> 3-3:'x0.131"nails 78 �
<br /> 3-3"14 gage staples 3255 W Hamm er Ln C C
<br /> 9.Double studs 16d(3 1/2"x 0.135")at 24"o.c. face nail 5koakkan, CP.95209
<br /> 3"x0.131"nailat8"o.c. DESIGN CATEGORY Di KITCHEN / PREP AREA 3 £
<br /> 3"14 gage staple at 8"o.c. !�
<br /> 10. Double top plates16d(3 1/2"x 0.135")at 16"O.C. typical face nail lap splice WIND FACTOR 110 M P H DINNING AREA 24
<br /> 3"x0.131"nail at 12"o.c. LL
<br /> SNOW LOAD
<br /> N/A
<br /> A �a a�
<br /> 3"14 gage staple at 12"o.c.
<br /> b onsI r
<br /> Double top plates 8-16d common(3 1/2"x 0.162") ZONE CG TOTAL OCCUPANTS 27 F _
<br /> 12-314 gage
<br /> CAL. GREEN REQUIREMENTS MANDATORY
<br /> / Ip
<br /> 12-3"14 gage staples 47 r p�r� a
<br /> 11.Blocking between joists or rafters to top 3-8d common(2 112"x 0.131") toenail GENERAL USE COMMERCIAL �� m
<br /> plate 3-3"x 0.131"nails EXITING
<br /> 3-3"14 gage staples CONSTRUCTION TYPE TYPE VB
<br /> 12.Rim joist to top plate 8d(2 1/2"x 0.13 1")at 6"o.c. toenail
<br /> 3"x0.131"
<br /> gage nail le at6"o OCCUPANCY GROUP B -
<br /> 3"14gage staple at6"o.c. BUILDING DEPARTMENT
<br /> 13.Top plates,laps and intersections 2-16d common(3 1/2"x 0.162") face nail OCCUPANT LOAD N/A MAIN ENTRANCE 13 x .2 - 2.6 IN. z
<br /> 3-3"x 0.13 1"nails Q NAM E:
<br /> 3-3"14 gage staples n
<br /> InS4 n _
<br /> RISK ATE II 72 PROVIDED v'�Iage CITY OF STOCKTON
<br /> 14.Continuous header,two pieces 16d common(3 1/2"x 0.162") 16"o.c.along edge
<br /> 15.Ceiling joists to plate 3Sdcommon(2112°x0.131") toenail NUMBER OF FLOORS 1 OTHER EXITS 9 x .2 = 1 .8 IN. U
<br /> 5-3"x 0.131"nails Swenson Park - ADDRESS:
<br /> 5-3"14 gage staples FOUNDATION TYPE SLAB ON GRADE 72" PROVIDED
<br /> 16.Continuous header to stud 4-8d common(2 1/2"x 0.131") toenail An U) 425 N. ELDORADO ST.
<br /> 17.Ceilingjoists,laps over partitions(see 3-16d common(3 1/2"x 0.162')minimum, face nail PLATE HEIGHT STOCKTON, CA 95202
<br /> Section 2308.10.4.1,Table 2308.10.4.1) Table 2308.10.4.1 SPRINKLERS REQUIRED NO
<br /> 4-3"x 0.131.131""nails
<br /> s
<br /> CD
<br /> 4-3"14 gage staples FIRE RATING N/A SCOPE OF WORK v PHONE:
<br /> 18.Ceiling joists to parallel rafters(see 3-16d common(3 1/2"x 0.162")minimum, face nail 7 209-937-8561
<br /> Section 2308.10.4.1,Table 2308.10.4.1) Table 21
<br /> 4-3:'x 0.13.131"nails STRUCTURAL MATERIAL TYPE WOOD
<br /> aili
<br /> 4-3"14 gage staples ROOF DL 15 1. MERGE (2) EXISTING SUITES INTO (1) LARGER SUITE AND
<br /> 19.Rafter to plate 3-8d common(2 1/2"x 0.131")minimum, toenail .ti BUILDING OWNER
<br /> (see Section 2308.10.1,Table 2308.10.1) 3-3"=0.131"nails ROOF LL 20 CONSTRUCT A DONUT SHOP PER PLAN.
<br /> 3-3"14 gage staples NAME:
<br /> TERMINATE 2 EXISTING METERS SERVING EACH EXISTING BECK PROPERTIES
<br /> 20.1"diagonal brace to each stud and plate 2-8d common(21/2"x0.131") face nail FLOOR DL 15 2. SUITE AND INSTALL NEW 200 AMP METER AND SUB PANEL
<br /> 2-3"x0.131estaples
<br /> FLOOR LL 40 LU
<br /> 3-3"14 gage staples TO SERVE NEWLY MERGED SUITE. ABBREVIATIONS Z ADDRESS:
<br /> 21.1"x 8"sheathing to each bearing 3-8d common(2 1/2"x 0.131") face nail
<br /> 22.Wider than 1"x 8"sheathing to each bearing 3-8d common(2 1/2"x 0.131") face nail > 3114 W. HAMMER LN.
<br /> 23.Built-up comer studs common
<br /> 3"x 0.131"nails 16"o.c.1/2"x 0.162"> 24"o.c.
<br /> GENE RAL NOTES A.B ANCHOR BOLT FDN. FOUNDATION OPNG. OPENING STOCKTON, CA 95209
<br /> 3"
<br /> 3"14 gage staples 16"o.c. A/C AIR CONDITIONING F.E. FIRE EXTINGUISHER OPP OPPOSITE
<br /> 24.Built-up girder and beams 20d common(4"x 0.192")32"o.c. face nail at top and bottom staggered ACOUST ACOUSTICAL FEC. FIRE EXTINGUISHER CABINET (P) PROPOSED PHONE:
<br /> 3"x 0.131"nail at 24"o.c. on opposite sides A.F.F. ABOVE FINISH FLOOR FIN. FINISH PNT PANT
<br /> 3"14 gage staple at 24"o.c. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM AHJ AUTHORITIES HAVING JURISDICTION FIXT. FIXTURE PARTN PARTITION (209) 957-0331
<br /> 2-20d common(4"x 0.192") face nail at ends and at each splice TO THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE AS ADAPTED AND A.H.U. AIR HANDLING UNIT FL. FLOOR PC. L PIECE/PRECAST
<br /> ALT. ALTERNATE FLUOR. FLUORESCENT PL., P PLATE TENANT
<br /> 3-3"x gage nails AMENDED BY THE CITY OF WITHSTOCKTON,RISA ALONG WITH THE CCR. HANDICAP BUILDING CODE COMPLIANCE ALUM. ALUMINUM F/0 FACE OF PLAS. PLASTER, PLASTIC
<br /> 3-3"14 gage staples REQUIREMENTS, AMERICANS WITH DISABILITIES AND OTHER CODES. IN CASES
<br /> 25.2"planks 16d common(3 1/2"x 0.162") at each bearing WHERE REQUIREMENTS CONFLICT, THE MOST RESTRICTIVE REQUIREMENTS ANOD. ANODIZED F.S. FLOOR SINK PLYWD. PLYWOOD
<br /> 26.Collar tie to rafter 3-IOd common(3"x 0.148") face nail SHALL BE USED. APPL. APPLIQUE FT FOOT, FEET PNL PANEL NAM E:
<br /> 4-3"x0.131"nails APPROX. APPROXIMATELY FTG, FOOTING PTD. PAINTED YUMMY DONUTS
<br /> 4-3"14 gage staples ARCH. ARCHITECTURAL GA. GAUGE; GYPSUM ASSOC. PSF. POUNDS PER SQUARE FOOT
<br /> THE TERM ENGINEER AS USED IN THESE DOCUMENTS REFERS To: 2016 CALIFORNIA BUILDING CODE ® AT GALV. GALVANIZED PSI POUNDS PER SQUARE INCH z
<br /> 27.Jack rafter to hip 3-IOdcommon(3"x0.148") toenail 2016 CALIFORNIA ELECTRIC CODE A.S.L. ABOVE SEA LEVEL G.B. GRAB BAR PT PRESSURE TREATED Q ADDRESS:
<br /> 4-3"x0.131"nails WARD ENGINEERING, LLC 2016 CALIFORNIA MECHANICAL CODE Bp, BOARD G.C. GENERAL CONTRACTOR PR PAIR Z
<br /> 4-3"14 gage staples ATHEW A. WARD, P.E. 2016 CALIFORNIA PLUMBING CODE BLDG. BUILDING GEN. GENERAL QUAN. QUANTITY w 3221 W. HAMMER LN.
<br /> 2-16d common(3 1/2"x 0.162") face nail 12650 WOODS RD. 2016 CALIFORNIA FIRE CODE BILK. BLOCK GL. GLASS/GLAZING: GLUE R RISER
<br /> 3-.3"14 gage
<br /> WILTON, CA 95693 2016 CALIFORNIA GREEN CODE BLKG. BLOCKING GTP. BD. GYPSUM BOARD RA RETURN AIR STOCKTON, CA 95209
<br /> 3.3"14 gage staples 209-740-1428 2016 CALIFORNIA ENERGY CODE BM, BEAM GWB. GYPSUM WALL BOARD RAG RETURN AIR GRILL
<br /> 28.Roof rafter tot-by ridge beam 2-16dcommon(31/2"x0.162") toenail 2016 CALIFORNIA HISTORICAL CODE B.O.S. BOTTOM OF STEEL H. HIGH RAD RADIUS PHONE:
<br /> 3-3"x0.131"nails THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF BRG. BEARING H.B. HOSE BIB R.D. ROOF DRAIN
<br /> 3-3"14 gage staples PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING 2016 CALIFORNIA EXISTING BUILDING CODE BS BOTH SIDES HC HANDICAPPED REC RECESSED (209) 636-8909
<br /> 2-16d common(3 1/2"x 0.162") face nail PERMIT. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL 2016 CALIFORNIA REFERENCED STANDARD CODE BOT. BOTTOM HDW. HARDWARE REF REFERENCED
<br /> 3-3"x0.131"nails VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO THE B.U.R. BUILT UP ROOF H.M. HOLLOW METAL REFR REFRIGERATOR LIC. j
<br /> 3-3"14 gage staples BEGINNING OF CONSTRUCTION AND REPORT IMMEDIATELY ANY DISCREPANCIES TO C.1. CAST IRON HORIZ. HORIZONTAL REINF. REINFORCING
<br /> 29.Joist to band joist 3-16d common(31/2"x 0.162") face nail THE ENGINEER. C.J. CONTROL JOINT H.P. HIGH POINT REQD. REQUIRED
<br /> 4-3"x 0.131"nails INDEX C.T. CERAMIC TILE HT. HEIGHT RESIL. RESILIENT O NAM E:
<br /> 4-3"l4gagestaples CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CAB. CABINET H.V.A.C. HEATING VENTILATING & REV REVISION, REVERSE T.B.D.
<br /> 30.Ledger strip 3-16d common(31/2"x 0.162") face nail CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN CD CEILING DIFFUSER AIR CONDITIONING RH RIGHT HANDCEM. CEMENT(ITIOUS) HW HOT WATER RM. ROOM
<br /> 4-3"x0.131"nails BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS
<br /> 4-3"14 gage staples CER. CERAMIC ID INSIDE DIAMETER ROW RIGHT OF WAY < ADDRESS:
<br /> REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS ARCHITECTURAL CFM CUBIC FEET PER MINUTE IN INCH R.O. ROUGH OPENING
<br /> 31.Wood structural panels and particleboard 3"and less 6d RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ENGINEER BEFORE
<br /> subfloor,roof and wall sheathing to framing 233"x 0.113"nailCG CORNER GUARD INCAND. INCANDESCENT RQMTS. REQUIREMENTS
<br /> PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. SHEET-T1 TITLE SHEET
<br /> 133"x 16 gage CJ CONTROL JOINT INCL INCLUDE(ING) RTU ROOF TOP UNIT z
<br /> 1%2"to 3/" 8d or 6d THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SHEET-A1 EXISTING SITE PLAN CK CAULK INSUL. INSULATION R.W.L. RAIN WATER LEADER O
<br /> 2%" x0.113"nail SUBCONTRACTORS PER REQUIREMENTS ESTABLISHES BY THE OWNER, TENANT, OR SHEET-A2 EXISTING FLOOR PLAN CENTER LINE INT. INTERIOR, INTERMEDIATE Sc SOLID CORE
<br /> 2"16 gage CL. CLEAR JB JUNCTION BOX SCHD SCHEDULE U PHONE:
<br /> BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, SHEET-A3 PROPOSED FLOOR PLAN CLG. CEILING JT. JOINT SEAL SEALANT
<br /> OR BOTH. CMU. CONCRETE MASONRY UNIT LAB LABORATORY SEC SECTION
<br /> X°t"1Y" 10d or 8d SHEET-A4 FIRE, LIFE, SAFETY CO CLEAN OUT LAM. LAMINATED SF SQUARE FEET, STOREFRONT
<br /> Single floor(combination X°andiess 6d THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER SHEET-A5 DOOR SCHEDULE COL. COLUMN LAV LAVATORY SHT. SHEET
<br /> subfloor-underlaymentto framing) i to, ad DRAWINGS, AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ENGINEER CONC. CONCRETE LBS POUNDS SHTG SHEATHING QROFESS/p
<br /> 1M"to1Y." 10d orsd SHEET-A6 PARTITION DETAILS �q!
<br /> 32.Panel siding(to framing) y"or less 6d
<br /> CONSTRUCTION DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS CONST. CONSTRUCTION LF LINEAR FEET SIM. SIMILAR �� CCw A.
<br /> [`` f
<br /> to 1" sd SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR SHEET-A7 TYPICAL ADA DETAILS CONT. CONTINUOUS LG. LONG, LARGE SL SLIDING
<br /> CLARIFICATION. SHEET-A8 REFLECTED CEILING PLAN CONTR. CONTRACTOR LH. LEFT HAND S.M.S. SHEET METAL SCREWS a y
<br /> 33.Fiberboard sheathing y" No.11 gage roofing nail CPT. CARPET LLH LONG LEG HORIZONTAL SPECS SPECIFICATIONS W cr+
<br /> 6d common nail(2"x 0.113") THE INTENT FOR DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, SHEET-A9 ACOUSTIC CEILING DETAILS CR CHAIRRAIL LLV LONG LEG VERTICAL SQ SQUARE W
<br /> No.16 gage staple CSK COUNTERSUNK L.P. LOW POINT S.S. SERVICE SINK, STAINLESS STEEL No. C74034 z
<br /> 2532" No.11 gage roofing nail MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK Z EXP.
<br /> 8d common nail(2%"x 0.131") SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT ELECTRICAL CU CONDENSING UNIT LT LIGHT STD. STANDARD -
<br /> No.16gage staple EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. ALL FINISH MATERIALS AND CW COLD WATER LGT. LIGHTING STL STEEL 0 f� C,1V1� �Q
<br /> 34.Interiorpaneling y„ 4d COLORS ARE TO BE APPROVED BY OWNER OR TENANT WHERE NOT SPECIFIED IN SHEET-E1 ELECTRICAL INDEX/ ONE LINE / PANEL SCHEDULE D DEPTH; DEEP LW LIGHT WEIGHT STOR STORAGE Z qT
<br /> W 6d DBL DOUBLE MAS. MASONRY STRUCT. STRUCTURAL f\F
<br /> THIS SET of PLANS. SHEET-E2 LIGHTING / E U-1
<br /> OF CA�-
<br /> FASTENERS FOR PRESSURE-PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED GALVANIZED STEEL,STAINLESS STEEL, DE 0 DEMOLITION MATL. MATERIAL SUSP. SUSPENDED
<br /> SILICON,BRONZE OR COPPER.EXCEPTION BEING 1"OR GREATER STEEL BOLTS SHEET-LTG1- LIGHTING RE ORT -a��i�h% D DETAIL MAX. MAXIMUM T TREAD
<br /> PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE /• San Joaquin County PHONE:
<br /> /�.• o DF DRINKING FOUNTAIN MECH. MECHANICAL T&B TOP & BOTTOM
<br /> For SI: 1 inch=25.4 nun. - �
<br /> a. Common or box nails are permitted to be used except where otherwise stated. EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON MECHANICAL �:' Environmental Health Department DIA, rb DIAMETER MED. MEDIUM TEL TELEPHONE
<br /> p p FILE WITH THE AGENCY HAVING JURISDICTION, IN COMPLIANCE WITH SECTION 3800 DIA3. DIAGONAL MEMB MEMBRANE T 0 TOP OF 209-263-1382
<br /> b.nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 1868 E. Hazelton Ave. /
<br /> OF THE CALIFORNIA LABOR CODE. SHEET-M1 MECHANICALP��bil DIF . DIFFUSER MEZZ MEZZANINE T.O.M. TOP OF MASONRY
<br /> 6inches at supports where spans are 48 inches or more.For nailing of Stockton, CA 95205
<br /> wood structural panel and particleboard diaphragms and shear wails,refer to Section 2305. DI DIMENSION MFR. MANUFACTURER T.O.S. TOP OF STEEL
<br /> p pSHEET-M2 HOOD SPECT IC �,. P% CONSTRUCTION SITE
<br /> THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY a --• *i (209) 468-3420 DN DOWN MIN. MINIMUM TH THICK(NESS)
<br /> Nails for wall sheathing are permitted to be common,box or t,(�jp,��'
<br /> casing. SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT SHEET-M3 HOOD SPECT ICAT 1fNI D.C. DOOR OPENING MISC. MISCELLANEOUS TYP. TYPICAL SITE ADDRESS:
<br /> c. Common or deformed shank(6d-2"x 0.113";8d-2'/2"x0.131":IOd-3"x 0.148"). WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE, AND THE SHEET-M4 HOOD SPECT ICAT D. DOWNSPOUT MLDG MOULDING UC UNDERCUT
<br /> d. Common6d-2"x 0.113";8d-2 1/2"x 0.131";10d-3"x 0.148" . ENGINEER WHERE SUCH CHANGES REQUIRE A REVISION TO ANY DOCUMENTS ROV E D WITH C O N D I T S DTL. DETAIL M.O. MASONRY OPENING UL UNDERWRITERS LABORATORY
<br /> e. Deformed shank(6d-2"x 0.113";8d-2 1/2"x 0.131";lOd-3"x 0.148").
<br /> ( ) SUBMITTED TO ANY AGENCY HAVING JURISDICTION IN ORDER TO OBTAIN FINAL SHEET-M5 HOOD SPECI ICA DR DOOR MOD MODIFIED U.N.O. UNLESS NOTED OTHERWISE 3221 W. HAMMER LN. STE.A&B
<br /> f. Corrosion-resistant siding(6d- 1 7/8"x 0.106";8d-2 3/8"x 0.128")or casing INSPECTION AND APPROVAL OF THE PROJECT AS SPECIFIED ON THIS SET OF SHEET-M6 HOOD SPECII ICATIONS DW . DRAWING M.R.G.B. MOISTURE RESISTANT JON UNLESS OTHERWISE NOTED STOCKTON, CA 95209
<br /> (6d-2"x 0.099";8d-21/2"x 0.113")nail. PLANS. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR (E) EXISTING GYPSUM BOARD UR URINAL
<br /> Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate ORDERS OF MATERIALS AND EQUIP. SHEET-M7 HOOD SPECT l6i�loogltlons, please see approval letter dated: 5-10-119 E EAST MTD MOUNTED V VOLT W
<br /> g• p g LLJ SITE APN:
<br /> EACH MTL.
<br /> supports,when used as structural sheathing.Spacing shall be 6inches on center on the edges and SHEET-M8 HOOD SPECT (CATIONS �• METAL VCT. VINYL COMPOSITION TILE
<br /> Ma-lbel TGoht _SCl dZ' EXPANSION BOLT MULL MULLION VB VAPOR BARRIER 82-220-03
<br /> 12 inches on center at intermediate supports for nonstructural applications. ANY WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DRAWINGS, WITHOUT THE ,. A b Date: May 1 201 9 ' 2
<br /> h. Corrosion-resistant roofing nails with 7/16-inch-diameter head and 11/2-inch length for 1/2-inch PRIOR APPROVAL, OF THE OWNER AND THE ENGINEER SHALL BE CORRECTED A SHEET-M9 HOOD SPECT II:FF M�I y ' IF EXTERIOR INSULATION MLWK MILLWORK VENT VENTILATION
<br /> FINISH SYSTEM (P) NEW VERT VERTICAL
<br /> sheathing and l3/4-inch length for 25/32-inch sheathing. THE CONTRACTORS EXPENSE. EXPANSION JOINT N NORTH VIF VERIFY IN FIELD E.J. DRAWING INFORMATION
<br /> i. Corrosion-resistant staples with nominal 7/16-inch crown and I 1/8-inch length for 1/2-inch PLUMBING LLI
<br /> sheathing and 1-length for 25/32-inch sheathing.Panel supports at 16 inches(20 inches if strength INSTALL ALL PRE MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT INEL. ELEVATION (FLOOR) NAT NATURAL W WIDTH; WASTE; WEST; WIRE J
<br /> SHEET-P1 PLUMBING PLAN NOT IN CONTRACT W REVISION DATE
<br /> ELEV. ELEVATION N.I.C.
<br /> axis in the long direction of the panel,unless otherwise noted). STRICT ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS. / WITH �_
<br /> j.Casing(1 1/2"x 0.080")or finish(1 1/2"x 0.072")nails spaced 6 inches on panel edges,12 inches at SHEET-P2 WATER/WAIST PIPE PLAN ELEC. ELECTRICAL NO., # NUMBER WB WOOD BASE 4-25-19
<br /> intermediate supports. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS SHEET-P3 PLUMBING DETAILS ENG. EMERGENCY NOM NOMINAL W.C. WATER CLOSET
<br /> PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO ENG. ENGINEER NTS NOT TO SCALE WD. WOOD
<br /> k. Panel supports at 24 inches.Casing or finish nails spaced 6inches on panel edges, 12 inches at FILE NAME:
<br /> intermediate supports. EQ. EQUAL O/A OVERALL WT WEIGHT
<br /> THE DEPARTMENT OF BUILDING SAFETY STATING THAT ALL WORK HAS BEEN INFORMATION EQUIP. EQUIPMENT OWNER FURNISHED WATER HEATER 19-0311 -YUMMY-DONUTS
<br /> 1. For roof sheathing applications,8d nails(2 1/2"x 0.113")are the minimum required for-mod PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND OFC( WTR
<br /> structural panels. SPECIFICATIONS AFFECTING NON-RESIDENTIAL CONSTRUCTION. SHEET-33 CALIFORNIA GREEN BUILDING STANDARDS E/W EACH WAY CONTRACTOR AI INSTALL W/I WATER
<br /> EWC ELECTRIC WATER HEATER OVERFLOW DRAIN WITHIN
<br /> in.Staples shall have a minimum crown width of 7/16 inch. O.F.D. W/I DRAWING SCALE:
<br /> EXHAUST 34 CALIFORNIA GREEN BUILDING STANDARDS EXH. OVERHEAD
<br /> n. For roof sheathing applications,fasteners spaced 4 inches on center at edges,S inches at SHEET- 0/H W/0 WITHOUT
<br /> SHEET-35
<br /> intermediate supports. GENERAL NOTES 0/0 WWM
<br /> NO CONTINUOUS CONSTRUCTION OBSERVATION BY THE ENGINEER IS TO BE EXIST. EXISTING OUT TO OUT WELDED WIRE MESH N/A
<br /> o. Fasteners spaced 4 inches on center at edges,8 inches at intermediate supports for subfloor PROVIDED UNDER THE TERMS OF THIS CONTRACT INCLUDING COMPLIANCE EXP. EXPOSED (CONSTRUCTION), EXPANSION OC ON CENTER WWF WELDED WIRE FABRIC
<br /> WITH THE CALIFORNIA GREEN BUILDING STANDARDS AS ADOPTED BY THE EXT. EXTERIOR OUTSIDE DIAMETER
<br /> roof sheathing.
<br /> and wall sheathing and 3 inches on center at edges.6 inches at intermediate supports for AGENCY HAVING JURISDICTION OVER THIS PROJECT.IN ADDITION,NO"AS F.D. FLOOR DRAIN OD
<br /> p. Fasteners spaced 4 inches on center at edges,8 inches at intermediate supports. BUILD"DRAWINGS OR PLAN AMENDA14ENTS FOR ANY REASON ARE 1NIPLUDED
<br /> UNDER THE TERMS OF THIS CONTRACT,
<br />
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